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B06-0196 G&E Permit Submittal 02/10/07
I� ic� i�= I I `;�� I� I � � � Tow� �# 1/ail ;I Ma.K 0 � ZU07 I _ ,.,�,. � ,,, �� ����� ��a , -r��n,np ��� w�ARf_. . �,� � � � ! Si � - _ �.� _ =�� , . � - � � �..,.,, ��j �`� =' � ��' ^� , 1 ,_ - � s[ � �. J� , � �s - — �'"�� �'!(1N' � � _ m.,: -� ���;: i �a� �� `� �- 4L:'_ � ° �`� . .�` AQ� . - � ��� <: ,,, 4 � � � ., �,�..... s : � � _ � , �� t � •, ; „ �,�� � � � �.: �,� �� : � _� �`"—� �_ _ � �--�—�{�ar,•.� -;.� . F 1°e'S� �'-- {� ' ���i �1 F� �:.. .- - �`9� �`*�, � :,. ,� I-�.. ' r , y �y,� _.-_ -- __ `. -•�.� � "` •- �s}.,� �r � �:�-:°� � . ����n r 11 I 4�,,�, - � � � •'��� �� �Ill�����p������p��'s��... �1 .�„�+. �°r:. �.g9� -S� . � � , ^�f'OP I"I 1����� �T, ' ' , - , . ^ ��.:p• . . '� 'i"��. i..� / � ` ,y��.i � . ,.�4�YT����• �� � r i +�:�.. _ ;�; „ ��"�'� y�� �� �T �,� , �, F� � � . �.``I� 4: � .,: ,.. \��ti �� � .: ;y- ' i �ti q� k� . ��,��, (^ �,� =� ,� � - -. �l . � _ �� _ - .�� ,T �: �� ? r.n ; 4 �a��'`I� "" � :� - ; _- �`j'• ` :��� 'c'-� . ��� -° u �"?�$ ' ,'j � � � � ! f; � I `_�+��+ .. ���_i . � "����. y�� �i�. ' - .'� ��� �w���rr � ,.,�,,w . + • !� � v,.�� � -� ,• � , e� .�: ,.t.h.��_.�,, � . �.� j �- - ` , . _ _ . , � a ,`' � � �� . . � LAYTON CONSTRUCTION COMPANY � ����� G & E PERMIT SU BMITTAL A PR -- i 8����"'�f�;�d'� U I LDI NG PERMIT #: 606-0196 1'OWN OF YA1L� Section ;, , uro a�+o �;;r�;Nu��i;;e t� a„ __Intemational Buibing Code/In+lee�,�M��ll rel�v� : uilding and Municipal Codes. Code Validiry of permit The issuance orgraa MUST be approved. not be construed to be a permit for,or an approv,I�MM�11r " � �, any of the provisions of this code orof arry othst M �jay, �3 2 �zOO7 i�/-' jurisdiction.Permits presuming to ive au�ho�y d �p��� Zv o 3 �B provisions of this code or other or�inances of tl� IM�I�� G1'OWN OF VAIL vahd.The issuance of a permit based on con other data shall not prevent the building official � THE FOUR SEASONS RESORT-VAIL,COLORADO correction of errors in the construction docu JHG PROJECT N0:24584 �building official is also orized to pre �M� FEBRUARY 10,2007 structure where in v' is M this jurisdiction. PLANS EXAMINE ' ,�,� ��i� l�t E d��� �rut �• cT T� T�nr�i dv'��ru�'� fl� 3l� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project M Building Permit - V,ylv, its 970-479.2149 .(Inspections) 1ORTOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: IWIVA! (ViV51Xat-1l9A1 J 333,14 Pouf CCetgIey =j21,91) X98-Tz03 Email address: CR!/~}! c. fay /p/2 - Gt745h C0,4 Fax ~g®/) COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials) BUILDING: $ ELECTRICAL: $ OTHER: $ 'LUMBING: $ MECHANICAL: $ TOTAL: $ 6 1 6 16, 5 70 For Parcel # Contact Eagle Countv Assessors Office at 970-328-8640 or visit www.eagle-county.com 1 4 1=~ Job Name: FONR SF~}SQlJS /~E~ORT fj7' Vif j[. 1 Job Address: A94b 14,411-1 CV 8/lvd9~ ~ 1 44; Subdivision: ..egal Description Lot l1 / 6 11 Block: Filing: ~ 4 C~iv n 11 Owners Name: Address: .S3 of 01-416k 1 MOAT RESORT o sixr' 224 5fe 18!1 ~~al pt.E~ Phone- - -°10/23 Architect/Designer: Address: JILL Ci- 100 1 fX 125 ALA 14 Lg w JLrg 64 Phone: (05~- -0 1 En i eer; Address: J SoM 15 P Nas 7, 64 Ph ne: ®jy~ 5YI Detailed description of work: P#,f5gp Fg'M/T fv-R 4RRv/A o* EXGf}Uq Girt/, WoRk /W61-VOES ALL- m1wPOW09 6-t'1J1P® W MOS firXC4VVk-11cW, bAKTH 91~11"flotJ 5ySXA4 7o f,AetL/T470 77,10 Work Class: New W Addition ( ) Remodel( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) ExteriorVJ Both( ) I Does an EHU exist at this location: YesX) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial N Restaurant( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes X) No( ) 11 Does a Fire Sprinkler System Exist: Yes No( ) FOR OFFICE USE ONLY Type of Construction: Date Received: Occupancy Group: Accepted By: F:\cdev\FORMS\Permits\Building\building permit.DOC Page 1 of 16 02/09/2005 I yy w t "''`'`'i Building Permit Submittal Checklist TOWNOf 6,41L'. Department of Community Development Project Name:_ s Project Address: _L _~),Jl ✓ This Checklist must be com oleted before a Building Permit avplication is accepted. * All pages of application is complete Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex /VI\ ❑ Plan Check Fee required at submittal for projects valued over $100,000.00 (See attached ;Construction Fee Schedule for calculations) = s µ Complete site plan submitted Public Way Permit application included if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumpster,parkiny or material storage allowed on roadways and shoulders without written approval ❑ , Asbestos test and results submitted if demolition is occurring ,F.' Architect stamp and signature (All Commercial and Multi family) ;3' Full floor plans including building sections and elevations(3 sets of plans for.remodel/additions, 4 sets of plans for new SFR and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings) ,d Window and door schedule , Full structural plans, including design criteria (i.e.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) 1. Soils Report must be submitted prior to footing inspection ❑r Fire resistive assemblies specified and penetrations indicated . r ,u Smoke detectors shown on plans u Types and quantity of fireplaces shown 3 have read and understand the above listed submittal requirements: r> Applicants Signature: ! C Date of submittal: Received By: I TOWN OF VAIL BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) r 'ew and approval, a Planning Department review or Health Department review, and a review by the Building Department,'the estimated time for a total review may take up to six (6) weeks. All commercial (large or small) and all multi-family permits will have to follow the above - mentioned maximum requirements. Residential and small projects should take a lesser b.,ount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may take up to six (6) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still"$ay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by:~,, Print name Signature Project Name: Date: I qk Town of Vail Survey Check all that apply Date; 1. Which Department(s) did you contact? Building Environmental Housing Admin Planning DRB PEC 2 Was your initial contact with our staff immediate ` slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? e /No If no, why not?` 5. Was this your first time to file a DRB App PEC App Bldg Permit= N/A b. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 (5 is high) Name: (knowledge, responsiveness, availability) 7. Overall effectiveness of the Front Service Counter. 5 4 3 2 1 (5 is high) 8. What is the best time of day for you to use the Front Service Counter? 8. What comments do you have which would allow us to better serve you next time? ^A,•~C Thank you for taking the time to complete this survey. We are committed to improving our service. If you have any questions or comments please contact Russell Forrest, Community Development Director at (970) 479-2139. 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M c O N N E d Co P 7 C E d m - 7 C E d m - U o6 n 3 - x otS 0 c 3 c 2 (a x f o 0 c t2 2 cc x atf 3 = m c, (D O A o V n o V o N M a - ( y U) M C ~ w 0) C O p O . a L N y C 0 ) a 1 0 a W MI, C O - (6 ( d VJ _ a1 ) C a .N C O p O a L N y C o (n 1 O O a W M C O - N - (C ~ y U) M C C ) C o O p O ' ~ N 0) C a L N ) d N J L E d T U) c N a O O O U) o N U Q1 0 N_ C '(p a7 2 C N (0 m > O > N (OA . . a) m a1 _d C - . l9 ; O O O N N (a - ~ a7 5 (0 C 7 U U d O O a U C _ 1 LL F- U J LL a c L~ p a U C ll _ F U J LL a C p a _ f- C U LL U a J a S x V Layton CONS7RUC71NG W?N tNmmry C Layton 1h CONSMUCTNG V111rH 1NT£GR1rY 'MRM PARKING PLAN - FOUR SEASONS RESORT at VAIL, CO Layton Construction will work in conjunction with the Town of Vail to coordinate construction employee parking for the duration of the project. Communication will be constant to determine what parking options are possible through each phase of construction as it relates to seasonal events and tourism in the town of Vail. The overall project schedule has been developed using a standard 40 hour / 5 day work week and utilizing the 6th day when necessary. We are prepared to have our staff and subcontractors work six-day work weeks on an "as needed" basis to meet the needs of the project. We anticipate there will be approximately 30 parking stalls available onsite, on the south side of the site off of West Meadows Dr. Phase I of construction will begin in early February '07 with Dewatering, mass excavation, and constructing the earth retention system. Phase I of construction will be completed mid July '07. We believe there will be adequate parking onsite to facilitate employee parking for Phase I. Approximate # of parking needed = 20 Phase II transitions into the next phase of construction mid July '07 thru March '08. It will consist of concrete, underground utilities, roofing system, and MEP rough-ins. Construction employee parking will ramp-up during this phase and will require off-site parking. Additional parking will be at the Lionshead Parking Garage and the Vail Transportation Center. We request a block of 30 parking stalls at each facility to accommodate increasing parking needs. Crew members will then carpool into the jobsite and park in the available parking stalls located on the south side. The parking stalls inside of each public parking area will be located away from stair wells and elevator access as an effort to avoid conflicts with seasonal tourism. Approximate # of parking needed = 100 Phase III will start approximately June '08 thru January '09 and will consist of exterior finishes, interior finishes, landscaping, and site work. The jobsite office trailers will be removed during this phase and relocated into the subterranean parking structure. We will use the parking garage for limited parking for our Layton's Project Management Team and subcontractor leads. Should additional parking be required, construction personnel shall utilize Paid, Permit and Free Parking locations, such as at Gerald Ford Amphitheater. Construction personnel can utilize Public Transportation and Shuttle Services to commute to and from the parking areas to and from the jobsite. Approximate # of parking needed = 200 Phase IV will start October '08 thru project completion September '09. The final phase will consist of completing interior finishes, MEP trim - out, FF & E, completing street improvements and demobilization. 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' n .~..~M.,~...~„~ ~ i! ~---~--a--~--....~~ ~ i ~j f~ ~ F~ i i; ' I ~ I) ryi I s ~ I~ I _ i~ ti. r^' I ~ ~ j i i f ~ .J ~ _.r i f ~ ~ j ~I r: S ~ I S ~ ~ ~ o ~ , I ~ ~ _ r F ~ o' 9 U - , s ~ I' ~ 0 ,,r l ~0 ~ ~ ~ 0 _ i" i j j Q ~ ~ Q ~ z ~ is 0 ~ z > ~ ~ ~ ~ _ ~1 ~ F ~ r ~ q- ',I i gyp.", ~ / ii 11 i i' iii i i ~ J~ i i ~ '1'z'I~ i 7: \ .i.~ i i c' i i l << . ~ ~ 1 ~ j ~ r ~ \ ~ ` i,~ ~ ~ ~ 1.+a ~ w,.. i ~ ; t ~ ti ( `*w ` ' ~ l ! r h, _ _ ,ry., ~ i << `'4, , r , 35.50 ~ ~ 92,00 ~~`ti `ti, r 53,00 f ~ G~ .4.00 ~ t ~ . ~ o o / ~ r ' a.t33 z0.oa t a,oa ~s,54 ~ / r i BOOM TRUCK i inch = 2 ft. ~ END DUMP feet 1 inch = 20 t i ~ r € Tractor W9dth :8.04 Lock to Lock Tama :8,00 ~ W9dth Trdiler Yfidth :8,50 Steering Angle :28.44 ~ Track Trdctar Track :8.04 Articulating Angle :74,00 ~ Lock to Lock Tima Troller Track :8,54 ~ Steering Angle -y- ~ t ! j t ( ~ ~ ' j, s + f ~ ~ 1 iwch = 30 ft _ ~ Iy t 1 .~-.L> - s~ r~ { y 1 1 ~ ~ 1 i i i ' ~ p,,. z „ Srq CONSTRUCTION r f ~ r. gMG''AREq 4a ~ O4MPSTER ~ t 1.. ~SHpy~ING : a ) a~ ~ ~ . k ~D~~ ~ ~ ~ :.3_~~ PORTABLfr ~ TOILETS rr w, i a ~ ~ : ` j ! 1 - f x,a ,1 TOWER y~ llj TOWER ~ Q~~ k"' ~ CRANE 2 Q ~ i' ('Sri., CRANE 2 ~ C~ ~~i Q d i Ji' - W u ~ ~j'"1, b 1 w"``"" ~ ~ ~ ~ ~ ~ ~ ~ ae o ~ ~ >R~UC ~ ~ ~MO4blPMENt pqR ~ N ~ ` q~~,R RS; JNt'0 ENCgy NG ~ N ~ ` « YdDRN ATl4N 1 r V ~f5) O ~ ~ , ~ ~ Sr ~s - ,M~ OliiVk~'RY A o, ~ Ow ~ F ~ . p ` I r ~ , ~ ~ z ; , °w, C t ~ Q,yS 0, _ ~c ~ ~ ~Agrl~n~, ua ~--~.M~ ~ ~ ~ l - . 12.40 ~ 12.00. 53.00 53.00 13.00 43.50 as ~t . ;-~~~~~'`L ~ \ ~ ~ 43.50 \ 0.00 I rn Q ~ Q 0 440 18.54 16,50 o END DUMP feet END DUMP feet of Tractor Width 8,00 Lock to lock Time 8.40 Tractor Width :8.00 Lock to Lock Time :6, i : Troller Width :8.50 Stearin An le . 28.40 Trailer Width : 8.50 Steering Angle : Z w Tractor Track :8.40 ArticulatingAngle : 70.00 1)0~( IV GR Tractor Track : 8.00 ArtlaulatIng Angie : 71 Trailer Track :'8.50 f Trailer Track : 8.50 M1Vd9168.57 . l ~ i ~ f 1 ~""~`F`'-~ _ r r~ _ r' \ _ ~ t~ li GOARSE AGGREGATE `~..-k AND FILTER FABRIO v' EXGAVATE SEDIMENT TRAP l+ AS NECESSARY ~'~IG'/-fly TO GAIN VOLUME ~ Y (j ~o~,r,~ cOMPAGTED ! 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Layton Construction Revision Date: 08/05 CORDIATE CM818 MIINAi9YBlf PLAN A crisis is defined as any incident that can focus negative attention on a company and have an adverse effect on its overall financial condition, its relationships with its audiences, and/or its reputation within the marketplace. The purpose of a crisis management plan is to provide a systematic approach to managing a crisis in an organized fashion, without causing a major disruption to normal activities. A crisis management plan is designed to maintain the company's credibility and positive image with all of its identified audiences in the face of adversity. Our customers, employees, management, financial supporters, industry peers and others, should all feel we were well-organized and handled the emergency in a professional manner. We need to be able to respond very quickly to any type of situation because crises do not pause to allow us to think through the problem. N TICS PLAN IS Our plan is organized for immediate use in the event of an emergency. The first five sections will be used during the critical first few hours. The remainder of the plan will provide support throughout the duration of the crisis. Below is a description of what each section includes: SECTION FIRST HOUR RESPONSE CHECKLIST DESCRIPTION Areas to be covered immediately upon notification of a crisis and a project emergency card. CONTACTS People to be called immediately in the event of an emergency. Also included are names and numbers for "other" contacts such as office personnel, insurance, legal, governmental agencies, and so forth. INJURY/FATALITY Procedures for: a) serious injury or fatality, b) family notification for injury/fatality. BOMB THREATS/ Procedures for what to do in the event of a bomb Layton Construction Revision Date: 08/05 WORKPLACE VIOLENCE/ threat or a workplace violence issue. Also included NATURAL DISASTERS are FEMA recommendations on what to do in the event of a flood, hurricane, tornado, or earthquake. MEDIA COMMUNITY RELATIONS SAFETY PAST CRISES COMPANY BACKGROUND PROJECT DATA SHEETS SUBCONTRACTOR EMERGENCY FOREIGN LANGUAGE EXPERTISE TEAM RESPONSIBILITIES SECTION POST EMERGENCY EVALUATION Pointers on how to work with reporters should they arrive. Things to say...and not to say. Detailed information on our company's safety record. Detailed information on all past emergency situations (in the event the media refers to them). An overview of our company. Pertinent information on all major projects in-progress. Instructions on who does what. List of employees with foreign language expertise. Details of each team member's responsibilities. DESCRIPTION What to do after the initial crisis is over. Layton Construction Revision Date: 08/05 ANK Natural Disaster • Lightning • Earthquake • Extended severe cold/heat • Extreme snow/ice conditions • Flood/drought • Hurricane/Tornado/Tsunamis Operations • Accident involving a company vehicle • Bomb threat • Data/telecommunications failure/loss of critical data • Construction delay • Cost over-run • Design error/issue • Explosion • Fire • Major utility failure • Neighborhood/community group opposition to a project • Structural/subsidence collapse Environmental Accidents/Liabilities • Groundwater contamination • Air quality problem • Gas leak • Long-term exposure of toxic chemicals to the community • Release of toxic chemicals into the air or waterways Employee Safety and Health • Chronic safety problem • Exposure to carcinogens • Injury/fatality of an employee or non-employee • Personal injury suit • Regulatory citations Labor Relations • Negotiations • Organizing drive • Unfair labor practices • Violent strike/ work stoppage Management Issues Layton Construction Revision Date: 08/05 • Bankruptcy • Contractual dispute with client resulting in litigation • Employee raiding by a competitor • Loss of key customer • Crisis in the same industry • Someone else's crisis on your property (guilt by association) • Kidnap, ransom, extortion • Hostile takeover attempt • Key employee starts competing company • Management succession • Merger/acquisition • Murder • Negative publicity due to rumors • Negative publicity relating to political contributions • Death of owner or key employee • Reorganization/downsizing • Serious cash flow problems • Sudden market shift • Suicide • Terrorism Employee/Management Misconduct • Bribery/kickbacks • Disgruntled employee • Executive misconduct/fraud/embezzlement • Lawsuits from discrimination, sexual/racial harassment • Murder • Price fixing • Sabotage • Scandal involving top management • Slander • Suicide • TheftNandalism • Workplace violence Government Affairs • Legislation that could affect business Layton Construction Revision Date: 08/05 FIRST HOUR RESPONSE CHECKLIST STEP ONE SENIOR PERSON ON-SITE (Mark Reed) Contact emergency services (Contacts section). Contact the safety director (Contacts section). Initiate site control and determine if the site should be shut down. Make certain that all employees are accounted for. Do not move anything that could be classified as evidence. Ensure telephone coverage at the site. Inform site personnel to direct requests for info. from outside groups to you. Notify the crisis management team leader (Contacts section). Post workers to restrict entry to the site. Select a temporary spokesperson with the assistance of the team leader (see Media section for sample buy-time statements). Always address cause (unknown/under investigation), concern (for the injured/involved), status (site shut down?). Notify the owner/developer of the project. STEP TWO - TEAM LEADER (Mike Colligan) Determine what happened, when/where it happened, and who is involved. Verify the current status of the site (shut down?). Determine whether you and/or spokesperson are needed on site. Notify management (Contacts section). Advise the corporate team administrator and receptionist how to route calls. Identify potential spin-off crises. Notify human resources (Contacts section). Notify insurance broker/company (Contacts section). STEP THREE SAFETY DIRECTOR (TBD) Gather number/names of injured and/or fatalities and obtain phone number(s) of the spouse(s)/family(ies). Contact the team leader to determine who should notify the spouse(s)/family(ies). Debrief workers who witnessed the accident. If necessary, initiate a post accident drug/alcohol test (check with legal counsel). If appropriate, notify the applicable governmental agency. Initiate a third party investigation team to work in tandem w/ authorities. Designate someone to stay with the injured worker(s) at the hospital until family members arrive. Document the incident in writing and on film. Layton Construction Revision Date: 08/05 STEP FOUR - TEAM LEADER (Brent Gourley) If there is an employee injury/fatality, determine who will notify spouse(s)/family(ies). A fatality may require a personal visit (Injury/Fatality section). If the injury/fatality is a subcontractor's employee, it is the subs responsibility to notify the spouse/family. If a non employee is hurt/killed, allow the authorities to make the notification and contact your insurance broker/company (Contacts section). Inform any surrounding areas that may be affected by the incident. Instruct employees at the accident site to contact their families to let them know they are OK. STEP FIVE - SPOKESPERSON (Alan Rindlisbacher) Write, and get clearance for, all statements and releases. Designate someone to screen your calls from the news media. Complete the media log sheets (Media section). Anticipate media questions. If possible, role play a media interview with a colleague before going live. Assemble necessary background information and literature. If you elect to give the media a tour, make certain that the area is safe and that they are escorted by a company representative. Issue safety equipment and require a hold-harmless agreement be signed, if necessary. Instruct reporters on your safety procedures before going on-site. If they violate any of the procedures, you have the right to ask them to leave. Advise reporters of a time and place for future updates. Follow-up on additional media inquiries. STEP SIX - TEAM LEADERMUMAN RESOURCES (Mike Colligan) Identify the audiences that need to be contacted for update purposes. Gather details on past negative issues which the media may refer (Past Crises section). Fax/e-mail/voice mail all employees and job sites to notify them of the incident and tell them to whom they should direct media/general information calls. Track all media coverage via a monitoring service and the Internet. Establish communications with all employees and provide on-going updates. Secure and offer critical-incident stress counseling for employees who witnessed the accident (if deemed necessary). Layton Construction Revision Date: 08/05 EMERGENCY PRIC-MRS Project Name: Four Seasons Resort, Vail, CO (Include in every pre job setup package and post at every job-site) In the event of an accident, every effort should be made to ensure maximum safety for everyone. Only authorized personnel should be admitted to the scene. FOR ALL EMERGENCIES DIAL 911 FOR IMMEDIATE EMERGENCY RESPONSE NEXT, REPORT THE EMERGENCY TO ONE OF THE FOLLOWING: Team Leaders Mark Reed, Project Superintendent, Construction Services Day: Night: Cell: 801-910-9094 Mike Colligan, Sr. Project Manager, Corporate Construction Day: Night: Cell: 801-560-5813 TBD, Site Safety Manager, Corporate Construction Day: Night: Cell: Backup Team Leaders Brent Gourley, Business Unit Executive, Construction Services Day: 801-563-3850 Night: 801-763-5473 Cell: 801-558-3223 Mark Sheanshang, Director of Hospitality Division, Corporate Construction Day: 801-563-3660 Night: 801- Cell: 801-558-6173 Layton Construction Revision Date: 08/05 COINTACTS IN TIE EVENT OF AN 001 LAYTN ONSMICTM Spokesperson Alan Rindlisbacher, Day: 801-568-9090 Dir. Of Corporate Mkting. Night: 801-966-1816 Cell: 801-557-3668 CEO Day: 801-563-4300 David Layton Night: 801-495-2615 Cell: 801-558-3227 Safety Director Day: 801-563-3666 Chris Bardin Night: 801-576-7501 Cell: 801-550-2629 Safety Manager Day: 801-563-3526 Trevor Austin Night: Cell: 801-913-5097 EMERGENCY SERVICES EMS Hospitals Urgent Care Clinics Occupational Health Clinics Ambulance Police Fire Department UTILITY COMPANIES Power Company - Holy Cross Energy 911 See Project Data Sheet See Project Data Sheet See Project Data Sheet 911 911 911 970-945-5491 (customer service) 970-947-5425 (buried line location) Layton Construction Revision Date: 08/05 Gas Company - XCEL Energy 800-895-2999 Water Company - Upper Eagle Valley Water and Sanitation 970-476-7480 Layton Construction Revision Date: 08/05 CRISIS PROMORES IN THE EVENT OF A SERIOUS EMPLOYEE INJURY 1. Determine the extent and nature of the injuries. 2. Find out immediately where the person is being taken. 3. The senior person on site and the team leader determines the most appropriate person to call the spouse/family. That individual explains that there has been an accident and that the employee has been injured, but does not discuss the severity of the injuries. If the spouse/family asks about the severity of the injuries, the response should be: "We can't be certain of the extent of the injuries until we hear from a doctor." Advise the family that a cab is arriving momentarily to take them to the medical facility. Discourage anyone from driving themselves unless someone absolutely insists. 4. If necessary, send an employee to the injured employee's house to lend assistance. This help may include offering a ride to the hospital (if a cab was not used), or finding someone to watch the children (if applicable). 5. The team leader assigns someone to stay in contact with the hospital to monitor the injured person's condition. NOTE: If the injury involves a non employee, the authorities should be consulted about notification procedures. Contact your insurance company and legal counsel as soon as possible. Layton Construction Revision Date: 08/05 Layton Companies Emergency Evacuation Plan Project Name: Four Seasons Resort -Vail, CO Jobsite Address: 1 Vail Road, Vail, CO 81657 Emergency Coordinator: Mark Reed Alternate Emergency Coordinator: Chris Bardin Emergency Coordinator Phone Number: 801-910-9094 Designated Meeting Site(s) for Building are: Vail Fire Station Parking Lot Plan Prepared By: Doug Carley Date: 11/15/2006 EMERGENCY NUMBERS (Please keep posted) Fire 911 Medical 911 City Police 911 Section I: Purpose and Objectives Potential emergencies at the Four Seasons Resort Project, such as fire, explosion, spill, chemical releases and all other emergencies require employees to evacuate the building. An Emergency Evacuation Plan (EEP) and adequate occupant familiarity with a building minimize threats to life and property. This plan applies to all emergencies where employees may need to evacuate for personal safety. This EEP is intended to communicate the policies and procedures for employees to follow in an emergency situation. This written plan should be made available, upon request, to employees and their designated representatives by the Emergency Coordinator for the building. Under this plan, employees will be informed of • The plan's purpose, • Preferred means of reporting fires and other emergencies, • Emergency escape procedures and route assignments, • Procedures to account for all employees after emergency evacuation has been completed, • Rescue and medical duties for those employees who perform them, • The alarm system. Layton Construction Revision Date: 08/05 Mark Reed is the Emergency Coordinator for this facility and has overall responsibility for the preparation and implementation of this plan. Chris Bardin is the Alternate Emergency Coordinator. The Emergency Coordinator will review and update the plan as necessary. Copies of this plan will be maintained in the Safety office. Section II: General Guidelines The following guidelines apply to this EEP: 1. All personnel must be trained in safe evacuation procedures. Refresher training is required whenever the employee's responsibilities or designated actions under the plan change, and whenever the plan itself is changed. 2. The training may include use of floor plans and workplace maps which clearly show the emergency escape routes included in the EEP. Color-coding aids employees in determining their route assignments. Floor plans and maps should be posted at all times in main areas (i.e., stairwells, lobbies, elevator lobbies, exit corridors) of occupied building to provide guidance in an emergency. 3. Stairwells are the primary means for evacuation. Elevators are to be used only when authorized by a fire or police officer. 4. No employee is permitted to re-enter the building until advised by the Fire Department or emergency coordinators. Section III: Responsibilities of Emergency Coordinator The Emergency Coordinator is responsible for: 1. Obtaining and posting floor plans and route evacuation maps. 2. Overseeing the development, communication, implementation and maintenance of the overall EEP. 3. Ensuring the training of building occupants and notifying all personnel of changes to the plan. 4. Maintaining up to date lists of building occupants and any other personnel with assigned duties under this plan. Lists are included in Appendix I. 5. In the event of a fire or other emergency, relaying applicable information to emergency personnel, occupants and Safety Monitors. 6. Establishing Designated Meeting Sites for evacuees. Layton Construction Revision Date: 08/05 Section IV: Alerting or Signaling Building Occupants in Case of Fire or Other Emergency 1. In case of a fire, employees should actuate the nearest fire alarm box and/or make a telephone call to the local Fire Department at 911. The locations of the fire alarm boxes are noted on the evacuation floor plans in Appendix II. The flashing strobe alarm alerts building occupants of the need for evacuation. 2. It may be necessary to activate additional fire alarm boxes, or shout the alarm, if people are still in the building and the alarm has stopped sounding, or if the alarm does not sound. This can be done while exiting. 3. Persons discovering a fire, smoky condition, or explosion should pull the fire alarm box. Any pertinent fire or rescue information should be conveyed to the Fire Department. All emergency telephone numbers are listed at the beginning of this EEP. 4. To report all other emergencies, employees should call emergency personnel at 911 5. State you name, your location, and the nature of the call. Speak slowly and clearly. Wait for the dispatcher to hang up first. On occasion the dispatcher may need additional information or may provide you with additional instructions. Section V: Evacuation Procedures for Building Occupants 1. When the fire alarm sounds, all personnel should ensure that nearby personnel are aware of the emergency, quickly shutdown operating equipment (e.g., compressed gas cylinders), close doors and exit the building using stairwells. 2. All occupants should proceed to their Designated Meeting Site and await further instructions from their supervisor/manager. 3. All personnel should know where primary and alternate exits are located, and be familiar with the various evacuation routes available. Floor plans with escape routes, alternate escape routes, exit locations and Designated Meeting Sites are located in Appendix II and are posted in the building. 4. Building occupants must NOT use elevators as an escape route in the event of a fire. • Small fires can be extinguished only if you are trained to use a fire extinguisher. However, an immediate readiness to evacuate is essential. • All fires, even those that have been extinguished, must be reported to the safety department immediately. • Never enter a room that is smoke filled. • Never enter a room if the door is warm to touch. Layton Construction Revision Date: 08/05 Fire: • R - Rescue: When you discover a fire, rescue people in immediate danger if you can do so without endangering yourself. Exit via safe fire exit. Never use elevators. Close doors to room with fire. • A - Alarm: Sound the alarm by pulling a fire box and call 911, from a safe distance, to notify fire department of precise location of fire. • C - Confine: Close all doors, windows and other openings. • E - Evacuate: Evacuate the building. Section VI: Disabled Occupants if a disabled occupant is unable to exit the building unassisted, the Safety Monitor must notify the emergency response personnel of the person's location. Transporting of disabled individuals up or down stairwells should be avoided until emergency response personnel have arrived. Unless imminent life-threatening conditions exist in the immediate area occupied by a non- ambulatory or disabled person, relocation of the individual should be limited to a safe area on the same floor, in close proximity to an evacuation stairwell. Section VII: Accountability Procedures for Emergency Evacuation Designated Meeting Sites: Groups working together on or in the same area should meet outside the building in the prearranged Designated Meeting Site. Lists of the primary and alternate Designated Meeting Sites are listed on the floor plans in Appendix II. Department Organization List: A roster of personnel to ensure that everyone has evacuated has been developed by the Emergency Coordinator. The list will be updated whenever there is a personnel change. Safety Monitors are designated by the Emergency Coordinator and will conduct head counts once evacuation has been completed. There is at least one Safety Monitor per floor to provide adequate guidance and instruction at the time of an emergency. The employees selected as Safety Monitors are to be trained in the complete workplace layout and the various primary and alternate escape routes from the workplace. All trained personnel are made aware of employees with disabilities that may need extra assistance and of hazardous areas to be avoided during emergencies. Before leaving, the Safety Monitors are to check rooms and other enclosed spaces in the workplace for other employees who may be trapped or otherwise unable to evacuate the area, and convey this information to emergency personnel. Once each evacuated group of employees have reached their Designated Meeting Site, each Safety Monitor: 1. Assembles his/her group in the Designated Meeting Site. 2. Takes head count of his or her group. 3. Assumes role of department contact to answer questions. Layton Construction Revision Date: 08/05 4. Instructs personnel to remain in area until further notice. 5. Reports status to Emergency Coordinator or Incident Commander. 6. Instructs personnel to remain at Designated Meeting Site until further notice. Section VIII: Rescue and Medical Duties • The Fire Department, or Emergency Medical Technicians (EMT) will conduct all rescue and medical duties. Do not move injured personnel. Keep the person lying down, covered and warm. Section IX: Resource and Responsibilities Lists EEP Organization: The lists in Appendix I include the names of employees, managers, staff or other personnel and their job titles, job positions and relative EEP collateral duties. The purposes served by the lists are: 1. To tell employees who to see for additional information on the EEP. 2. To provide emergency response personnel with a list of department personnel which may be needed in order to provide additional information about the fire, a chemical, a hazardous waste location, a shipment of chemicals, etc. 3. The lists should be updated by the Emergency Coordinator on an as-needed basis. Section X: Training and Communications Each occupant should know that evacuation is necessary and what his/her role is in carrying out the plan. Employees should also know what is expected of them during an emergency to assure their safety. Training on the EEPs content is required by OSHA 29 CFR 1910.38(a). A method of training building occupants in the requirements of the emergency evacuation plan is to give all employees a thorough briefing and demonstration. The department will have all managers and supervisors present this plan to their staffs in staff meetings. Annual practice drills are to be implemented and documented by the Emergency Coordinator. The Environmental Safety and Health Department can assist with training, drills and demonstrations. A Training Attendance Record Sheet is included in Appendix I. This record should be maintained by the Emergency Coordinator for a period of five (5) years. Layton Construction Revision Date: 08/05 Appendix I In this Appendix, the Emergency Coordinator is to insert Site Specific: • Building Floor Plan • Primary and Secondary Emergency Evacuation Routes • Designated Meeting Sites • Exits • Fire Alarm Box Locations Layton Construction Revision Date: 08/05 Appendix II Area Evacuation Plan (post and update annually) Building: Four Seasons Resort Date: Start of Dewatering 11/27/06 Completed By: June 2009 (1.) Each work area should establish, in advance, a primary and a secondary evacuation route (in case the primary route is blocked) in the event of fire, flood, blackout, earthquake, etc. Do not use elevators to evacuate. Do not block open stairwell doors. Primary Evacuation Route: Egress thru project gate and cross W. Meadow Dr. to the Vail Fire ,,tati on Per Drawing Secondary Evacuation Route: Use stair towers to ground floor to nearest outside egress. (2.) Establish an outdoor meeting place where evacuees, out of harms way, can account for all staff and visitors. A short distance from the building, on the same block, should suffice. Designated Meeting Site: Vail Fire Station Parking Lot (3.) Designate a position/alternate who will take charge in the event of fire or another emergency. Safety Monitor: Mark Reed Alternate Safety Monitor: Mike Colligan Emergency Coordinator for the building: Mark Reed Check list of Responsibilities for the Safety Monitor: 1. Ensure that R.A.C.E. is followed if smoke or flame are discovered in your work area: o rescue, o alarm, o close all doors, o Evacuate. o (If time and distance permit, call 5-1212 in Cambridge, or 2-1212 at the Longwood Campus.) 2. "Sweep" every room in your area to make sure that everyone has evacuated. Layton Construction Revision Date: 08/05 3. Ensure that people follow the appropriate evacuation route, and that they are directed to a safe, post-evacuation meeting place. 4. Account for all staff and visitors at the Designated Meeting Site. 5. Identify yourself as the Safety Monitor for your work area to the Emergency Coordinator and emergency responders. 6. Notify Emergency Coordinator and emergency responders of any personnel who remain trapped in the building, are performing critical operations shutdown, or are unaccounted for. Special Needs Be aware of impaired staff and visitors who may need to be alerted or assisted. Layton Construction Revision Date: 08/05 IN THE EVENT OF AN EMPLOYEE FATALITY 1. A member of the company's upper-management team makes a "best effort" to inform the spouse/family in ep rson of the accident. If it is not possible to make a face-to-face notification, a member of clergy or a police officer may be a possible candidate. The goal is to notify the spouse/family quickly ...a phone call is a last resort because of its impersonal nature. (See the following pages for more detail.) NOTE: Upper management may decide to treat the notification in the same manor as an injury situation (as described on the previous page) in order to get the spouse/family to the medical facility as quickly as possible. Once the spouse/family arrives at the medical facility, the attending physician can deliver the news. A member of the company's upper-management team should be attendance to provide support. 2. The designated company representative remains at the employee's home until other family members arrive or for as long as he or she can. 3. The media may attempt to contact a family member. You cannot prevent them from talking to the media. It is their right to speak to the media if they wish. 4. Determine whether the employee's family is in need of money to cover small expenses. If so, it may be appropriate to provide assistance in this area. The few dollars spent will come back in goodwill. 5. Maintain contact with a relative or close friend of the spouse or family to ensure that funeral arrangements and related items are being handled. The family may wish to visit the site prior to, or immediately following, the funeral. The company should make arrangements for this visit to occur. NOTE: If the fatality involves a non employee, the authorities should be consulted about notification procedures. Contact your insurance company and legal counsel as soon as possible. Layton Construction Revision Date: 08/05 FATALITY NOTIFICATION In the event of an employee fatality, you may be called upon to notify the spouse or family member. This is a traumatic event for both the relative and you. Here are some guidelines to help with this process. Do your homework. Obtain the full name, address and social security number of the deceased. Next, get the full name of the next of kin, the relationship (wife, brother, mother, etc.) and determine if the family members are English speaking. Find out if the family member has any health problems that could be exacerbated upon notification. If so, bring a health-care professional along with you. Gather all information relative to the case so you can provide an explanation. Determine where you will meet. Will the contact be at home, work, or school? If it is outside of the home, arrange with the relative's employer or school for a private place to meet. Verify that you are talking to the correct person, i.e. "Are you Sandy Johnson's sister?" Do not go alone. Take a fellow employee, friend of the deceased, member of the clergy, or police or fire official to support you. Decide in advance what you will say. There is no easy way to say that someone has died, so do not even try. Speak simply and directly. Using terms like "mortally wounded" only confuses people. While it is not necessary to be blunt or cold, at some point it is necessary to say "dead" or "died". Example: "Mrs. Jones, there was a very bad accident this morning at the project. Charlie was moving a ladder and fell over a guardrail. The paramedics did everything they could, but he died instantly." Do not lie. If you tell a mother that her son died with her name on his lips but she later learns his death was immediate, there is a conflict. It may not be necessary to offer all of the details. Example: If the spouse asks, "Did he suffer much?" an appropriate answer might be, "I don't think so." Be prepared for emotions. There will be shock, denial, grief, numbness, and anger. These emotional reactions will be directed at the deceased, at you, and at the medical staff. Let the relative vent these feelings. Use common sense and do what seems appropriate at this time. Some people will appreciate a touch of a hand; others will not. Layton Construction Revision Date: 08/05 Notification, continued Decide what not to say. By not preparing what to say, you may end up saying things that you will later regret. Example: In an effort to offer words of comfort, do not say, "He's with God now", or "You're young and will find someone else." Instead, say, "I'm so sorry this has happened to you" or "What can I do to help you right now?" Always listen. The formula is 90% listening and 10% talking. If the relative needs to go to the hospital or funeral home, you may offer to drive or get a cab. If there are children involved, help arrange for a sitter or have a friend to look after them. When appropriate, offer assistance in getting in touch with the life insurance company, social security, and so forth. When it is over. You have gone through an extremely stressful event. Take care of yourself now. Use your critical-incident stress counselor to review the difficult process you went through. No one ever gets comfortable with this part of the job. Source: Curtis H. Childress, CSP, ALCM, St. Paul Construction Layton Construction Revision Date: 08/05 CRISIS PROCEDURES FOR A I= THREAT NOTE: If you receive a bomb threat and contact your local police department, they will dispatch only one uniformed officer because of the high number of bomb threats received by police departments throughout the United States. The only exception is if you find a suspicious object ...then a bomb squad will be dispatched. The officer will not be familiar with your site, so you will be asked to perform a visual search. Use your best judgment on how you implement the following information. BOMB THREAT Bomb threats can be made by pranksters, political terrorists, cranks, criminal extortionists, disgruntled employees or even an employee looking for a few hours off work. The threat can arrive over the telephone, in the mail, or a written message. All threats must be taken seriously. If the threat comes on a piece of paper, do not handle it any more than necessary and use gloves, a handkerchief, tongs, etc. to avoid ruining fingerprints. CRISIS PROCEDURES IN THE EVENT OF A PHONE THREAT 1. Keep the caller on the line for as long as possible. If possible, ask the following questions: When will the bomb go off? Where is the bomb located? What type of bomb is it? How is the bomb activated? Why are you doing this? 2. Take note of the following: Time of call? Exact words of caller? Male or female? Accent? Familiar voice? Background noises? Did the caller seem to be familiar with the building or location? Layton Construction Revision Date: 08/05 Bomb Threat Page 2 3. Immediately notify the senior person on site or the team leader who will determine whether or not to evacuate the premises. 4. Immediately notify the local police and cooperate fully with their instructions. 5. Do not allow anyone except authorized personnel to enter the job site. All visitors should be escorted from the job site, but remain available for questioning. 6. The team leader should determine if media attention is likely. If so, the corporate spokesperson should be dispatched to assist in this area. 7. Notify the project owner/developer. SEARCH PROCEDURES 1. Do not turn on the lights, throw any switches, or use the telephone in a search area because a bomb could be attached. Turn off radio transmitters in the area because some bombs can be triggered by radio waves. An ample number of flashlights should be available to aid with the search. 2. The police, fire department, or other officials normally will not help search for a bomb on private property. The most senior person on site will determine which personnel will be asked to initiate a search. 3. Visually search a room in sections starting at floor level and going around the room in one direction. Then search at waist level around the room again, and finally, search the upper walls and ceiling areas around the room. Listen for any unusual noises. 3. If an object is found, have all personnel evacuate the area. Immediately notify the authorities giving the location, size, and shape of the object. Bomb Threat Page 3 Layton Construction Revision Date: 08/05 4. Do not touch or move the item. Never place anything directly on the item and do not immerse it in water. 5. The team leader will determine if an evacuation should take place. If an evacuation is ordered, employees should stay a minimum of 300 feet from the building and be prepared to find cover immediately. Layton Construction Revision Date: 08/05 WORKPLACE VIOLEIIICE PROCEDURES NOTE: A violent workplace incident would be considered a crisis and the crisis management procedures outlined in this manual should be put in place. WORKPLACE VIOLENCE THREAT According to OSHA's 1998 Census of Fatal Injuries, homicide is the nation's second leading cause of occupational fatalities, just behind workplace accidents. While the great majority of these incidents occur in situations where employees have contact with the public, no workplace including construction sites is immune to workplace violence. Take all threats of workplace violence very seriously. Fortunately, there are ways to reduce workplace violence. Here are some ground rules that may help you to prevent violence in the workplace. PREVENTING WORKPLACE VIOLENCE • Do background checks of all applicants to weed out potential problem employe • Consider offering an employee assistance program to help employees who are having alcohol or drug problems or who need counseling. • Establish a company policy that informs workers of the consequences of makin threatening remarks. • Publicize this policy to workers and follow through if there are instances of threatening behavior or remarks. • Make it mandatory for all employees to report threatening behavior or remarks. • Establish an easy to use system to allow employees to report threats and ensure that workers know the system is safe to use. • Assemble a team to respond to threats of workplace violence. This team can be the same as your crisis management team. Include human resources professional and psychological personnel, if not already on the team. Workplace Violence, Page 2 Layton Construction Revision Date: 08/05 CRISIS PROCEDURES WHEN WORKPLACE VIOLENCE IS THREATENED The following checklist has been developed to help you to reduce the risk that a violent incident will occur once a threat has been reported. This is not intended to replace your company policy, but rather to be used as a supplement to help you respond quickly to threats of violence. STEP ONE VERIFY INFORMATION Conduct a brief preliminary interview of the employee(s) who reported the allegation to determine as much of the following information as possible: • What was the threat? • Who made the threat? • When was the threat made? • Could it have been a joke? • Who or what was the threat directed at? • Why was the threat made? • Were there any other witnesses? • Does the employee want their identity known to the person who is accused of making or behaving in a threatening manner? Verify the information through further interviews with witnesses or a site visit. STEP TWO - ACCESS RISK Determine whether there is imminent danger to employees and/or the site. Determine if the threatening employee is still on-site. STEP THREE CONTAIN SITUATION Remove the employee from the workplace until the situation has been resolved. (Company policy will determine the enforcement of punitive employment measures. Some companies may hold hearings to determine the fate of the employees, while others may have a zero tolerance policy, which calls for immediate termination.) Determine whether to contact local law enforcement authorities. Decide whether additional security precautions are necessary to protect employees and/or property. Layton Construction Revision Date: 08/05 Workplace Violence, Page 3 STEP FOUR --CONDUCT A THOROUGH INVESTIGATION Conduct a thorough investigation by re-interviewing all witnesses to the threat. Make arrangements to interview the alleged threatening employee. Decide which personnel should be present to interview the alleged threatening employee. Determine where to hold the interview and whether security precautions should be taken. Decide whether to reveal the name of the employee who reported the threatening remarks or behavior. Present allegations to the employee. STEP FIVE MONITOR AND REASSESS SITUATION Monitor the situation to determine whether there is a continued risk to employees and/or the site. Decide whether to continue to maintain extra security precautions. Decide whether to consult local law enforcement authorities. Provide counseling support for employees who were impacted by threatening behavior or remarks. Layton Construction Revision Date: 08/05 NATURAL DISASTER NATURAL DISASTERS Every year, natural disasters such as tornadoes, hurricanes, floods, and earthquakes strike, causing unimaginable suffering and loss. Unlike other types of crises, natural disasters are not preventable. There are, however, ways to plan for and mitigate the effects of natural disasters that will help protect against serious injury or loss of life and property. The following are some common-sense steps, recommended by the Federal Emergency Management Administration (FEMA), to plan for a natural disaster. FEMA is the federal government agency that is responsible for reducing risks, strengthening support systems, and helping people and their communities prepare for and cope with disasters. STEP ONE: ASSESSING YOUR RISK FOR NATURAL DISASTERS Determine whether your company or its projects are located in an area that is at high risk of a natural disaster. The community's local emergency management or the local American Red Cross will be able to provide this information to you, if you are unsure. STEP TWO: DEVELOPING DISASTER RESPONSE PROCEDURES Contact the local emergency management office or local American Red Cross chapter for a copy of the community evacuation plan. This plan should include information on the safest routes to shelters and away from the area. Note that if you are located in a flash flood area, your company should have several alternative routes. Invite local public and private emergency response agencies to your company or site to see where the turn-off switches are for specific items such as water and electricity. Designate an employee (or more than one person, if necessary) to monitor weather conditions. If necessary, this employee should also make arrangements to: Layton Construction Revision Date: 08/05 Natural Disasters, 2 • Check emergency supplies. • Fuel company vehicles. • Secure buildings by closing and boarding up windows. Remove outside antennas. Develop an emergency communication plan. Ensure that all employees know: • what the emergency evacuation signal sounds like (this could be a bullhorn, a siren, even a paging system); • where exit routes are located; • where to go in the event of a natural disaster and what to do after a natural disaster has occurred (i.e., someone should be appointed to do a head count of all employees). Have the following disaster supplies on hand: • Flashlights and extra batteries. • Portable, battery-operated radio and extra batteries. • First aid kit and manual. • Emergency food and water. • Non-electric can opener. STEP THREE: UNDERSTANDING SPECIFIC NATURAL DISASTERS The following information is drawn from FEMA and applies to the most common natural disasters. This information is meant to provide you with general guidelines but should be supplemented with employee education and training. HURRICANES If your company or its projects are located in an area that is prone to hurricanes, FEMA recommends the following. Understand the difference between a hurricane watch and a warning. A hurricane watch is issued when there is a threat of hurricane conditions within 24- 36 hours. A hurricane warning is issued when hurricane conditions (winds of 74 miles per hour or greater or dangerously high water and rough seas) are expected in 24 hours or less. Layton Construction Revision Date: 08/05 Natural Disasters, 3 Before: • Turn off gas, electricity, and water at your company or at the site. • Protect windows by putting up plywood panels. Use 1/2-inch plywood--marine plywood cut to fit each window. Pre-drill holes every 18 inches for screws. • If trees are located near your company's property or on a construction site, you may want to consider trimming back dead or weak branches, which will break easily during a hurricane. • If your company uses a mobile home as an office on its project site, check tie downs and evacuate immediately. • Store all paperwork and other valuables in a waterproof container on the highest level of your office. • Leave as soon as possible. Avoid flooded roads and watch for washed-out bridges. During: • Stay inside, away from windows, skylights, and glass doors. • Avoid open flames, such as candles and kerosene lamps, as a source of light. • Avoid elevators. • If power is lost, turn off office machines to reduce power "surge" when electricity is restored. TORNADOES If your company is doing business in an area that is prone to tornadoes, FEMA recommends the following steps: Ensure that employees understand the difference between a "tornado watch" and a "tornado warning." A watch is when conditions could lead to a tornado, whereas a warning is issued if a tornado has been sighted or indicated by weather radar. Designate an area in the building where all employees can go in the event of a tornado threat. If the room is not large enough to fit all employees, designate more than one room. Layton Construction Revision Date: 08/05 Natural Disasters, 4 Tornado danger signs: • An approaching cloud of debris can mark the location of a tornado even if a funnel is not visible. • Before a tornado hits, the wind may die down and the air may become very still. • Tornadoes generally occur near the trailing edge of a thunderstorm. It is not uncommon to see clear, sunlit skies behind a tornado. During: • Many construction sites use mobile homes as project centers. These are particularly vulnerable during a tornado since they overturn easily even if precautions have been taken to tie down the unit. • When a tornado warning is issued, take shelter in a building with a strong foundation. If shelter is not available, lie in ditch or low-lying area a safe distance away from the unit. • If possible, go to the basement or to an inside hallway at the lowest level of the building. Avoid places with wide-span roofs such as auditoriums, cafeterias, large hallways, or shopping malls. • Take shelter under a piece of sturdy furniture such as a workbench or heavy table or desk and hold on to it. • Use arms to protect head and neck. If you are outdoors: • If shelter is not available or there is no time to get indoors, lie in a ditch or low- lying area or crouch near a strong building. However, be aware that there is a potential for flooding in ditches. If you are in a car: • Never try to out-drive a tornado in a car or truck. Tornadoes can change direction quickly and can lift up a car or truck and toss it through the air. • Get out of the car immediately and take shelter in a nearby building or lie in a ditch or low-lying area away from the vehicle. Natural Disasters, 5 FLOODS If your company is doing business in an area that is prone to flooding, the FEMA Layton Construction Revision Date: 08/05 recommends the following steps: Learn flood-warning signs and your community alert signals. Request information on preparing for floods and flash floods. During: If Indoors: • Turn on battery-operated radio or television to get the latest emergency information. • Get your pre-assembled emergency supplies. • If told to leave, do so immediately. If Outdoors: • Climb to high ground and stay there. • Avoid walking through any floodwaters. If it is moving swiftly, even water several inches deep can sweep you off your feet. If In A Car: • If you come to a flooded area, turn around and go another way. Do not attempt to move a car that has stalled. Instead abandon the vehicle immediately and climb to higher ground. Many deaths have resulted from attempts to move stalled vehicles. EARTHQUAKES Unlike tornadoes, hurricanes, and floods, earthquakes strike suddenly, violently and without warning. Therefore, FEMA recommends that individuals located in an area that is prone to earthquakes understand what to do should an earthquake strike. Before: • Fasten shelves securely to walls. • Place large or heavy objects on lower shelves. • Hang heavy items such as pictures and mirrors away chairs, couches, and anywhere people sit. Natural Disasters, 6 • Brace overhead light fixtures. • Identify safe places in each room: under sturdy furniture such as a heavy desk or table; against an inside wall; away from where glass could shatter around windows, mirrors, pictures, or where heavy bookcases or other heavy furniture could fall over. • Locate safe places outdoors: in the open, away from buildings, trees, telephone Layton Construction Revision Date: 08/05 and electrical lines, overpasses, or elevated expressways. During: • Stay inside. The most dangerous thing to do during the shaking of an earthquake is to try to leave the building because objects can fall on you. If outdoors: • Move into the open, away from buildings, street lights, and utility wires. • Once in the open, stay there until the shaking stops. If in a moving vehicle: • Stop quickly and stay in the vehicle. Move to a clear area away from buildings, trees, overpasses, or utility wires. • Once the shaking has stopped, proceed with caution. Avoid bridges or ramps that might have been damaged by the quake. After: • Be prepared for aftershocks. Although smaller than the main shock, aftershocks cause additional damage and may bring weakened structures down. Aftershocks can occur in the first hours, days, weeks, or even months after the quake. Layton Construction Revision Date: 08/05 DO'S AND NNIS OF WITH TIC NEWS MEDIA DO talk. Saying little is better than saying nothing. Explaining why you can't talk is better than stonewalling. If you want your side of the story told, you must tell it. If you don't, reporters will get a version elsewhere... perhaps from a disgruntled employee that was laid off last week, or a worker who has just witnessed his best friend getting hurt or killed. DO tell the truth. Reporters will find it out anyway so be honest and accurate when giving information. This doesn't mean you have to give every detail, but be truthful. If you don't know the answer ...say so! It's not a crime to say "I don't know" or "I'm not absolutely certain about that"...as long as you follow it up with "but I'll find out and get right back with you." DO respond quickly. If you don't, the wrong story may be told and that is tough to erase. DO emphasize the positive and communicate your corporate message. Remember to emphasize the good safety measures taken, the minimal damage because of good team-work by your employees, and the steps the company is taking to minimize the effect of the emergency on the community. DO stay away from liability issues. Don't talk about who is responsible, don't make any accusations, and don't give out company or individual names. Whatever you say may become part of a legal issue, so be as general as possible. DO take control. If there is bad news, release it yourself before a reporter digs it up and tells the world. DO create visual analogies. The old saw "a picture is worth 1,000 words" applies here. Examples are powerful as well, e.g. "The affected area covers 40,000 s.f, which is the approximate size of a football field." DO condense your information. Remember, the average sound bite is 7.3 seconds. Try to keep your response to no more than three sentences. The Layton Construction Revision Date: 08/05 first sentence should be your direct response and the next one to two sentences will support/explain your response. DO make sure your information is accurate. It should come from a reliable source and you should understand the details thoroughly. DO make sure the reporters know who the spokesperson is. The corporate spokesperson should be the only person authorized to disseminate information to the outside world. It is very important that you "speak with one voice." Keep in mind that no information should be released without being approved by upper management and legal counsel. DON'T say "no comment". This statement implies guilt. If you don't know the answer to a question, tell the reporter you don't know, but will try to find out. If the question may lead to an embarrassing answer, give as much information as you can in as positive light as possible. If you make a mistake, admit it. Avoid excuses. Explain how you're planning to make things right. • DON'T be trapped into predicting the future... NEVER speculate! • DON'T say anything "off the record." If you don't want it used, don't say it. • DON'T wear sunglasses when being interviewed. You'll be perceived as being "shifty" and hiding something. • DON'T discuss damages or estimated costs. • DON'T discuss any facts relating to insurance, such as amounts and terms of coverage, name of carrier, possibilities of settlements or reimbursements. • DO think before answering. Taking some time before you respond is perfectly acceptable. You're in control of your response ...not the reporter. Don't allow them to rush you. If you don't understand the question, ask the reporter to rephrase it. Layton Construction Revision Date: 08/05 6ETim READY FOR THE MITERV~W BUY-TIME STATEMENT If the accident has just happened, you won't have any verifiable information to release to the news media. However, the media will expect someone to say something. Avoid the urge to stonewall the media while you're gathering facts. Instead, deliver what is called a "buy time" statement. This acknowledges the situation but doesn't really divulge any information. It would go something like this: "My name is Dan Adams and I'm the Project Manager for Layton Construction Company. At approximately (time) we experienced a (description). No one has been hurt and no one is in danger. We are cooperating fully with the investigation being conducted by as well as conducting an investigation of our own to determine exactly what happened. We have requested assistance from (police, fire, etc.) and our company spokesperson (name) is en-route. This is all I can confirm at this time. I'm sure you understand we're very busy trying to deal with the situation and gather as much information as possible. Please remain in this safety area and either (spokesperson) or I will be back in 30 minutes with any additional information that can be verified. You can count on the reporters pestering you for additional information, but you are not in a position to answer questions at this juncture. If a reporter starts asking you questions, simply say "That's all I can confirm at this time. I'm sure you understand that we need to deal with the emergency at hand and gather some verifiable information for you. Thanks for your patience." Remember, if you say you'll be back in 30 minutes, be there! Even if it's only to say that you still don't have any facts. You can usually get away with giving two "buy time" statements in the first few hours of a crisis. After that, you better have something to say. Layton Construction Revision Date: 08/05 DETAILED STATEMENT As you receive information that has been verified by a trusted source, you'll need to live up to your promise of delivering that information to the news media. Always get your statements approved by upper management, and legal counsel if possible, before release. Here are some examples. Example... Detailed Statement "My name is . I'm (position) with Layton Construction Company. At approximately (time) , one of our workers accidentally hit an underground electric cable, disrupting service to . At this point, we have contacted the utility company, whose crews are on their way to repair the line. We don't know how extensive the damage is, but I'm sure the utility people will be able to provide you with those details once they review the situation." "The location of the line break is approximately " "Because our employees adhered to our strict safety policies, no one was injured and there was no further damage to the area." "At this point, that's all the information I have. Our corporate spokesperson is on the way to provide you with further details, but right now all I ask is that you stay in this area, away from where the line break occurred, so emergency personnel and utility employees will be able to work on the line. We'll keep you posted on any further information." Example ...Iniury Statement (Never release the name until the next of kin have been notified.) "Joe Smith, 20, of Salt Lake City, was injured Tuesday morning at 8:45 a.m. on the XYZ construction site in Salt Lake City. Smith, who is a carpenter apprentice for (Company), suffered multiple injuries as a result of the 30 foot fall. He is reported in critical condition at University Hospital in Salt Lake. We are cooperating fully with the investigation to find out how this happened so we can make sure that it never happens again. We will keep you advised of any further developments." Layton Construction Revision Date: 08/05 Example... Fatality Statement (Never release the name until the next of kin have been notified). "We are deeply saddened to report that Joe Smith, 20, of Salt Lake City died as a result of an accident that occurred Tuesday morning on the XYZ construction site in Salt Lake. Smith, who was a carpenter apprentice for (Company), suffered multiple injuries as a result of a 30 foot fall. Our focus right now is on the family and friends of Mr. Smith as well as on the investigation of the accident." GET READY FOR QUESTIONS Here are some questions that might arise. Also included are some possible responses. What caused this accident? Possible response: "The cause of the accident is not known at this time. A thorough investigation is currently underway and we will be better able to answer that questions when the investigation is completed." How many, and who, were injured/killed? Possible response: "At this time we can confirm I'm sure you'll understand that we cannot release any names until the families have been notified." What is the estimated damage in dollars? Possible response: "That information will not be available until the extent of the damage has been determined. We will be happy to share that information with you as soon as it becomes available." Have you had any accidents in the past? What's your safety record? Possible response: "Right now, all of our resources are committed to the investigation. I'll be happy to gather that information and deliver it in our next update." (However, if you have a strong safety record, mention it.) "Will you step up your safety measures as a result of this accident? Possible response: "(Company) has had, and will continue to have, a strong safety program that is enforced by a full time safety director. There is no higher priority than the safety of our employees and those who work on the site." Layton Construction Revision Date: 08/05 Can we come on site to take pictures? Possible response: "Once the site has been secured, access will be determined by . We'll keep you informed of our progress. I understand that this project is behind schedule. Do you think this accident was caused by pushing your workers too hard to make-up for lost time? Possible response: "Let me be very clear in saying that (Company) would never compromise safety for schedule." HANDLING HOSTILE MEDIA On occasion, you will run into a "pushy" reporter. The following points will help you keep your calm. • Be prepared by knowing all of the important facts and details. • Turn negative questions around by giving positive responses. • Give yourself time to think by pausing for one or two seconds before responding... or restate the question in your own words. • Respond to a series of "rapid-fire" questions by picking one which best relates to the point you wish to make. • Maintain your position of authority by making eye contact and using positive body language. • Don't let a reporter interrupt. If a question is posed while you are making a statement, wait until the reporter is silent, then complete your thought and continue with any other points you intend to make. • Always keep your cool and be unemotional, but confident. Layton Construction Revision Date: 08/05 GUIDELINES FOR THE SPOKESPERSON • Establish your company as the source for information with the news media at the outset of a crisis. If you fail to do this, reporters will find "other sources" who will be more than willing to talk to them. Always advise reporters on the time and location of the next update. • Develop your agenda prior to any interview. In other words, determine what your communication goal is and then have a firm grounding in your facts and focus on what you can say - not on what you cannot say. Remember, you control your side of the story but you must be prepared or you will be perceived as unorganized and confused. • Be accessible to reporters - even if there is no new information to report. If you do not have an answer to the reporter's question, say so and then explain why. Perhaps it is information that you can gather and get back to them within a short period of time, or maybe it is information that you will not know until the investigation is complete. No matter what the circumstance, do not be afraid to say, "I don't know, but then follow that up with, "but I will find out and get back to you by (time)." • Reporters may use a technique called rapid fire questioning, where many questions are being thrown at you in succession. This can be very unnerving for even the most savvy spokespeople. Should this occur, simply say "I will be happy to answer all of your questions. Let me start with...." Then, pick the question you wish to answer and go from there. As we discussed earlier in this chapter, your answer will be remembered by the reporters' readers, viewers, and/or listeners, more than the question itself. • Use examples, anecdotes, or visuals whenever possible. The news media is a highly visual medium and reporters will most likely use any examples that you can provide. This would include photographs, drawings, charts or graphs. For example, if you experienced a spill that covered 40,000 square feet, you might say, "The affected area is 40,000 square feet, which is the approximate size of a football field." This allows readers/viewers/listeners the ability to grasp the size and scope of an area in a quickly recognizable format. Once again, the focus is on communicating your message quickly and succinctly. • Be aware of a reporter giving you the silent treatment. Here is an example: John Layton Construction Revision Date: 08/05 Smith has just finished delivering an answer to a reporter's question. The reporter looks at John, keeps the microphone at John's mouth, and says absolutely nothing. What will John do? I'll tell you what he will do. He will do what any of us would do and that is to fall into the abyss. That microphone will become a verbal vacuum cleaner and suck every wrong word out of John's body. This is why reporters have been using this technique for decades. It works! It works with live interviews and telephone interviews. Here is a tip that will help you through this uncomfortable time. When you are finished with your answer, stop talking - no matter what. If the reporter starts whistling the Jeopardy tune, simply say, "what is your next question?" • Develop a fact sheet that includes pertinent information relative to your company and the crisis at-hand. The fact sheet can serve as a support for your spokesperson as well as a handout for the reporters. • A reporter has control over the editorial content of your story - not you. A reporter's job is to ask questions and develop story. Your job is to anticipate those questions and respond in the most honest and favorable way possible. • Never let your guard down and always assume that the microphone is hot and the camera is rolling. The only time you can relax is when you see the skid marks of the reporter's car leaving your facility - but not until then! • It is perfectly acceptable to tape record your interview, as long as you notify the reporter that you are doing just that. Recording your interview will serve two purpose; 1) it will put the reporter on notice that you have a record of what is being said which may increase the likelihood of your statements being used accurately, and 2) you can use it as a learning tool to help you with future interviews. • Seek media training for your spokesperson. Working with the news media during a crisis is show time - not on-the-job training. If a spokesperson is not prepared for the pressure, a slip up will occur and a company cannot un-ring the bell. Layton Construction Revision Date: 08/05 • There is an old saw that says "never argue with anyone who buys ink by the barrel." The moral of this saw is to never argue with a reporter because you will never win the fight and you will surely lose the battle. A reporter's provoking questions probably will not be used, but your angry, hostile reply will certainly make for great copy. Instead, stick to your key points and mantra. • Never repeat a negative question. For example; if you have an accident that resulted in a fatality, a reporter might try to trick you with the question, "Do you always kill people on your projects?" Do not repeat the negative and reply with, "No, we do not always kill people on our projects." The implication is that you only kill people on a few of your jobs. • If a reporter's question contains incorrect information or facts, do not be afraid to challenge the reporter and correct the information immediately. If you do not take care of misinformation, it will continue to haunt you throughout the crisis and beyond. • Never, ever, ever, say "no comment." Period. It is analogous to saying, "I am so guilty that I can't even stand myself!" There will be times, however, when information is sensitive, or the situation is in litigation and it would be inappropriate to say anything. But, please, take the sting out of those two words and explain why you cannot comment. An example might be, "The situation is in litigation and it would not be appropriate for me to say anything at this time." • Avoid the use of industry jargon and speak in common everyday English that John Q. Public can understand. • Return a reporter's phone calls quickly and pay attention to their deadline. If you do not contact them prior to their deadline, you might read or hear, "the company had no comment" or "the company could not be reached for comment." Call them back even if you do not have any new information. • Always be willing to learn from other spokespeople. When a crisis breaks in your local area, follow it through to its conclusion and study the techniques used by the spokesperson. You may pick up some great tips as well as areas to avoid. The media is powerful and can manipulate public opinion. The result is public opinion can, and has, shut down many companies who did not respect this power. Just watch or read the news on any given day for a confirmation of this fact. Layton Construction Revision Date: 08/05 SAMPLE NEWS RELEASE XYZ Construction Company 123 Jasmine Street Anywhere, USA FOR IMMEDIATE RELEASE CONTACT: John Smith (Date) (Phone) WHAT What happened? WHEN When did it happen (day/time)? WHERE Where did it happen? WHO To whom did it happen and who was involved? WHY Why did it occur? HOW What caused it to happen? CLOSE If human life was involved or the public was inconvenienced, express compassion/concern and then state the current status of the crisis. Layton Construction Revision Date: 08/05 SAMPLE STATEMENT RELEASE XYZ Construction Company 123 Jasmine Street Anywhere, USA FOR IMMEDIATE RELEASE CONTACT: John Smith (Date) (Phone) Miami, FL...XYZ Construction Company experienced an accident at 3:30 p.m. yesterday afternoon at the (name of the project). A cooling tower was being lifted by a crane to the roof of the building when it broke loose at the eighth floor. We do not know the cause of the failure and are sorry to report that the accident resulted in three employees being injured. The status of the injured employees is as follows: Juan Lopez is a laborer for ABC Mechanical Company and was released from the hospital last night. Juan has a broken leg and is expected to return to work within a few weeks. Ron King is also a laborer for ABC Mechanical Company and is in fair condition at University Hospital. Ron has two broken ribs and a sprained ankle and is expected to make a full recovery. Sample statement release Layton Construction Revision Date: 08/05 Page 2 Larry Lynn is a carpenter apprentice for XYZ Construction Company and remains in critical condition with a skull fracture. Larry is also at University Hospital. We are staying in very close contact with the workers, their doctors, and the families because their recovery is our primary concern. We will keep you updated about their progress. Also, we are very concerned about determining the cause of this accident. We are working diligently with the authorities to determine the cause of the failure and will leave no stone unturned until a resolution has been reached. We have called in an additional investigation team to make certain that all of the facts are known. The site has been secured, debris has been removed, and we will reopen the project for work effective at 6:00 a.m. tomorrow. We will continue to update the media as verifiable information becomes available. Layton Construction Revision Date: 08/05 PREPUM FOR A NEWS INFERENCE A news conference is typically held for only an important announcement that needs to be disseminated immediately to a wide range of media. This might include a crisis on a project that's highly visible and may affect the surrounding business and/or residential community. The news conference needs to be carefully staged and conducted by upper management as it offers an opportunity to establish the company's position. A press kit (background materials) is very important. This kit would include site drawings, renderings, technical information, graphs/charts, company background, project fact sheet, and any other relevant information. A successful news conference is determined by the company preparation. This is no time to "wing-it." Anticipate questions and formulate the appropriate answers to position your company in the most favorable light possible. GETTING READY 1. Decide who the spokespersons will be, what they'll discuss, how long they'll talk, and how questions will be handled. Record the entire briefing. Information will be limited to verified facts only. 2. Anticipate questions and practice answers. Focus on two or three key points. 3. Select a location ...the site, your office, a nearby hotel, etc. Determine your room setup. TV cameras should be placed at the rear of the room so views are not blocked. Late reporters will not be allowed to disrupt the presenter by placing their mic at the podium. 4. Invite the media to the conference, specifying the subject, time and location. 5. Distribute press kits. CONFERENCE FORMAT • Identify yourself, introduce the team including any technical advisors. News Conference Page 2 • Describe the conference format and schedule. Layton Construction Revision Date: 08/05 • If appropriate, express the company's sadness/shock/dismay versus getting into a defensive posture. • Describe the current status and corrective actions being performed. • Acknowledge any investigations taking place and their status. • Emphasize the company's commitment to safety. • Open for Q&A. Request that they identify themselves and the media outlet they represent. • Announce the time of the next update and who their contact will be. • Conclude at the announced time. • Make certain that follow-up takes place with questions you were unable to answer during the briefing. Layton Construction Revision Date: 08/05 IN UNIMARY 1. Set your agenda. 2. Lead with your most important point first. 3. Repeat your 3-4 key points ad-nauseam. 4. Give examples to illustrate your message. 5. Be brief. Layton Construction Revision Date: 08/05 MEDIA LN MEET (To be completed with each media call) PUBLICATION/STATION REPORTER PHONE NUMBER FAX DATE/TIME OF CALL DEADLINE DATE/TIME CALL RET'D RESPONSE Layton Construction Revision Date: 08/05 COMMINTY RELATIONS "Never doubt that a small group of thoughtful and committed citizens can change the world. Indeed, it's the only thing that ever has. " Margaret Meade A solid communications program, between a company and the surrounding community, is vitally important to the success of a project. Part and parcel of pre- job planning is being aware of the impact a project can have on the public. This impact could include dust, noise, smell, litter, lights, traffic, and general safety and security issues. The following tips are offered to promote a proactive relationship at a public meeting or any other gathering. COME PREPARED Understand the issues and concerns prior to the meeting. Your lack of preparation will be apparent very quickly. Prepare visuals to support your key points and make them large enough for easy viewing. Anticipate all of the potential questions that could arise and role-play your response with a colleague. Rehearsal cannot be overemphasized. RESEARCH YOUR AUDIENCE Rapport can be built simply by doing some homework on your audience, e.g. how long have they lived in the area and what are their key concerns? This research can tear down the "us versus them" wall and allow for a healthier dialogue. It also allows you to communicate on their level. ILLUSTRATE YOUR COMPANY'S INVOLVEMENT Communicate the different ways your company supports the community, such as, the number of local residents your company employs, organizations and community efforts your employees are involved with, your contribution of the local tax base, and so forth. COLLABORATE Seek the support of credible sources to support your effort. Community Relations Layton Construction Revision Date: 08/05 Page 2 LISTEN/ ISSOLATE THE TROUBLEMAKERS Community meetings can get out of control because of sensitive and emotional issues. It's important to remain calm and politely listen to the concerns being expressed. No doubt there will be some people who would like to share their many grievances. If someone starts to dominate the forum, calmly acknowledge that you have heard their concerns and that you would like to talk with them, one-on-one, after the meeting to reach a resolution. At that point, quickly ask for another question from the other side of the room. If an individual's behavior becomes excessive, you may need to have a security guard exert their authority. RESPOND When the opposition has run its course, verbally restate two to three points that were made preferably the points you are prepared to address. This step will communicate that you were listening to their concerns and that you are prepared to address them. Be open and honest and do not be afraid to say "I don't know." However, also follow-up with, "But I will find out and get back to you by (time). Do not expect to be trusted, but state your side of the story with confidence. If you have made a mistake, own up to it and state what you are going to do to fix it. The more you dance around a subject with vagueness, the more trouble you will create. LIVE UP TO YOUR PROMISES If you say you're going to do something, make certain that it is accomplished in the stated time frame. If you promise to keep the group apprised of your progress, start a data base and mail a letter or newsletter at timely intervals. Layton Construction Revision Date: 08/05 SAFETY LAYTN CONSTRUCTION Layton Construction is very proud of its proactive approach to the health and safety of our workers. We have a well establish and comprehensive safety and health program which is distributed and administered on all of our projects. All levels of our management team are committed to a safe workplace. Weekly safety meetings are required at each job-site and attendance is mandatory. We also request the senior employees from all of our subcontractors attend or that they hold their own meetings. Our corporate safety director, Chris Bardin, is dedicated to instilling the importance of safety on all of our jobs with all of our employees. Safety banners and posters are used to communicate achievements and raise safety awareness at all levels. Layton Construction meets or exceeds all local, regional, and national safety and health requirements. AWARDS Associated General Contractors Safety Awards Overall Safety Excellence 25% Below National Average Accident Rating Zero Lost-Time Accidents Business Roundtable Construction Industry Safety Excellence Award, Certificate of Merit Achieved 5 million hours without a lost-time accident YEARN 1997, 1998, 1999, 2000 1997, 1998, 1999, 2000 1997, 1998 1999 1999 Layton Construction Revision Date: 08/05 PAST EIMCEINCIES LAYTN CONSTRUCTION If your crisis is receiving media attention, reporters may elect to investigate your past. Please list all emergencies that occurred over the past ten years that received media attention with a two-sentence description on what happened and the outcome. It's better to be prepared to "position" past skeletons than to be ambushed and deliver a disjointed response. DATE INCIDENT 1993 Geneva Steel. Steel erector subcontractor employee seriously injured after falling 24 feet. 1994 Joseph Smith Building. Propane heater had gas leak and filled area with raw propane; heater ignited and blew up. No one in the area; no one injured. 1995-94 Tuachan Amphitheatre (Southern Utah). An endangered desert tortoise was found dead in the road; production shut down until fences were built and underground pipes were installed to allow tortoises to travel unhindered across the road. May 1998 Salt Lake County Adult Detention Center. Subcontractor employee died while working on a mechanical duct. Summer 1998 Rice Eccles Stadium. 25-year-old scoreboard collapsed as it was being removed by the crane, sliding down the bleachers and damaging newly-installed stadium seating. August 1999 LDS Conference Center. Tornado tore through the LDS Conference Center site, hurling debris and toppling a crane. No one seriously injured. April 2000 Oquirrh Park Skating Oval. Structural steel cable suspension system failed during construction when bolts sheered off. No one seriously injured. Layton Construction Revision Date: 08/05 COMPANY FACT SNEET LAYTON CMUNCTMN Number of Employees: Approximately 125 (as of 1/01); is a subsidiary of The Layton Companies, which has approx. 700 total employees (200 craft & 500 professional/admin.). Office locations: Sandy, Utah: 9090 S. Sandy Parkway (450 West) Geography served: Headquartered in Salt Lake City, Utah, serves clients across the nation. Services offered: Layton provides a full range of construction and industrial engineering services, offering the highest quality in professional services, including Construction Management, General Contracting, Design-Build Construction, Industrial Process Engineering and Industrial Construction. Our experience encompasses a wide range of project types, sizes and complexities. We are fully automated, including computer-aided design and drafting (CADD), critical path project management (CPM), and computerized estimating. Annual $ Volume: $218 million (approx. for 2004) Key Management: Layton Companies: David S. Layton, President & CEO; Dallis Christensen, CFO; Gerry Monson, Corporate Secretary; Dave McClurg, General Superintendent; Gerald Biesinger, Human Resources Director. Layton Construction: David S. Layton, President; Mike Daniels, Business Unit Executive; Chris Smith, Business Unit Executive; Bil Munck, Business Unit Executive; Brett Partridge, Business Unit Executive. Layton Construction Revision Date: 08/05 Company Fact Sheet Page 2 Business/community involvement: National AGC; AGC Utah; AGC Idaho; National Association of Industrial and Office Properties; Economic Development Corporation of Utah; American Concrete Institute; AIChE (American Institute of Chemical Engineers; Society of Mining Engineers; Society of Mechanical Engineers; Utah Mining Association; Electrical Engineering Association; numerous Chambers of Commerce. David Layton-Executive Committee, Economic Development Corporation of Utah. AWARDS: (all companies) Year 1997-2000, 2002-2005 Utah's Top Commercial Builder (Utah Business Magazine) 2000-2005 Ranked in ENR Top 400 Contractors: 139 in 2000; 122 in 2001; 129 in 2002; 102 in 2003; 102 in 2004; 87 in 2005. American Concrete Institute Awards: 1999- Rice-Eccles Stadium, Best Large Public Project The Shops at Riverwoods, Best Commercial Project 2002- The Gateway, Great Lake Cheese, Hogle Zoo Entry Plaza, Utah Olympic Oval 2003- Layton Corporate Center, Taylorsville Recreation Center 2004- Utah Cultural Celebration Center, George S. & Dolores Dore Eccles Performing Arts Center & Horne School of Music (Snow College) Intermountain Contractor Awards: 1999- Salt Lake County Adult Detention Center, Outstanding Large Public Project Sweet Candy Company, Outstanding Manufacturing Project LDS Central Plant Expansion, Outstanding Mechanical Design Company Fact Sheet Page 3 2004- Huntsman Cancer Hospital, Project of the Year Layton Construction Revision Date: 08/05 Huntsman Cancer Hospital, Best Construction, Public Project Dolores Dore Eccles Fine Arts Center, Best Design, Public Project/Silver Award Dolores Dore Eccles Fine Arts Center, Best Architectural Design Project Dolores Dore Eccles Fine Arts Center, Best Higher Education Design Project Emma Eccles Jones Conservatory (Westminster), Best Design Private Project Emma Eccles Jones Conservatory (Westminster), Best Education Construction Project KUTV Channel 2 Studios, Best Electrical Engineering/Construction Project Tesoro Co-Generation Facility, Best Industrial Project Associated General Contractors Awards: 2004- Huntsman Cancer Hospital, Project of the Year 1999- Salt Lake County Adult Detention Facility, Project of the Year University of Utah Museum of Fine Arts, Project of the Year (under $15 million) 1997- Rice-Eccles Stadium, Project of the Year American Subcontractors Association of Arizona Awards: 1999- Layton Construction, Contractor of the Year American Council of Engineering Companies Awards: 2004- Huntsman Cancer Hospital, Grand Conceptor Award Dolores Dore Eccles Fine Arts Center, Honor Award Utah Masonry Council & AIA Utah Awards: 2004- Eccles Critical Care Pavilion, University of Utah Hospital, Excellence in Masonry Design Awards, Citation Award 1997- MassMutual-Blue Chip Enterprise Award 1997- Ernst & Young-Entrepreneur of the Year-Alan S. Layton 1997- Arthur Andersen Best Business Practices. Finalist in Customer Satisfaction and Motivating and Retaining Employees Layton Construction Revision Date: 08/05 SUBCONTRACTOR EN~Ii6ENCY If the emergency was caused by a subcontractor, it becomes Layton Construction Company's responsibility to initiate its crisis management plan. 2. All subcontractors must be notified that they are to contact Layton Construction Company's most senior person on-site in the event of any emergency. 3. Notification to the family and/or spouse of injury/fatality is the responsibility of the subcontractor's management team. If the subcontractor's management team cannot be located, Layton Construction Company's management team will make the notification in a timely manner. 4. Refer to the Project Data Sheet for a list of the major subcontractors. Layton Construction Revision Date: 08/05 IN LANUAGE EXPERnSE LAYTE C- ---CiWN In the event of an injury or fatality, the spouse/family must be contacted as quickly as possible. If English is not their primary language, you'll need someone to communicate for you. Please list any salaried employees with foreign language expertise. If you come up short, contact a language school in your area. Lanmste Employee Office# Finnish Brent Gourley 801-563-3850 Icelandic Italian Italian Korean Polish Dave Whimpey Brian Hobbs Bruce McDonough Chris Jensen Greg Hope 801-563-3636 801-563-3658 801-563-3768 801-563-3664 801-568-9090 Portuguese Spanish Spanish Spanish Spanish Spanish Spanish Spanish Spanish Spanish Spanish Spanish Spanish Spanish Jordan Larson Jared Smith Wayne Hortin Trent Isaacson Jordan Larson Alan Manwill Dave McClurg Adam West Donna Gonzalez Kevin Bradford David Smith Cameron Martin Vicente Beltran Kirt Nelson 801-563-3578 801-563-3812 801-913-5047 801-563-3520 801-824-0286 801-563-3724 801-563-3640 406-939-0477 801-563-3694 801-563-3822 801-563-3872 503-969-7151 480-980-7627 801-563-3634 Home# 801-763-5473 801-766-2836 435-884-1955 801-467-4935 801-766-8324 801-785-2530 801-461-0191 801-568-2493 801-254-2729 801-495-1830 801-461-0191 801-964-6740 801-543-1849 801-968-2387 801-756-0406 801-763-9771 801-226-6007 480-839-4892 801-292-3823 Layton Construction Revision Date: 08/05 TFM MMr RESPONSMUTIES TEAM LEADER - Center point for all crisis communications. - Assign team members and their responsibilities. - Determine who will notify the spouse/family of injured/fatal. - Notify the owner of the project. - Advise and coordinate decisions with upper management. - Fill in for other team members, if needed. SPOKESPERSON - Responsible for all communications from the corporation to the general public (through the media). Develop communication strategy and plan media response. Maintain media information log sheets. SENIOR PERSON ON-SITE Take control of the site and delegate action. Coordinate emergency services. Contact the team leader and relay all information relating to the crisis. Act as temporary spokesperson until the corporate spokesperson arrives. SAFETY DIRECTOR Secure the area as quickly as possible. - Notify the necessary authorities. - Interview witnesses. - Document the incident in both writing and film (if appropriate). - Liaison with the medical facilities. - Provide information to the team leader and spokesperson. Layton Construction Revision Date: 08/05 Team Members' Responsibilities Page 2 PROJECT MANAGER Be aware of the need for bi-lingual capabilities. Provide project information to the team leader and spokesperson. Manage the job-site during the emergency. TEAM ADMINISTRATOR Provides support to the crisis team, e.g., screening phone calls, making travel arrangements, clerical support, assisting the family in the event of an injury or fatality. Responsible for reviewing and updating the crisis management plan quarterly. HUMAN RESOURCES - Provides the team leader with information on the injured/victim(s). Handles all insurance matters. Supports communications to all employees. Locate critical incidence stress assistance if necessary. LEGAL COUNSEL Review the crisis management plan and make additions, corrections, recommendations. Is advised of all decisions during an emergency. UPPER MANAGEMENT Allocate time to stay on-top of the emergency until its conclusion and assist where ever necessary. Approve statements prior to release. Personally informs the employee's spouse/family in the event of a fatality. Layton Construction Revision Date: 08/05 MT-CMM EVALUATION This evaluation should completed by all members of the crisis-management team with one week after the outset of the crisis. The goal of effective crisis management is to learn from experience and apply that knowledge to strengthen the existing crisis-management plan and team. Your name Date Your role on the team Were you notified in a timely manner? If not, how can the notification system be improved? On a scale of 1 (poor) to 10 (excellent), how would you rate the way our company managed the incident? What were our weaknesses? - What are your recommendations for improvement? What were our strengths? Post-crisis evaluation questionnaire, 2 Should any changes be made to the crisis-management team? Layton Construction Revision Date: 08/05 Do any members of the crisis-management team need additional training? If so, what type of training should be conducted? Does the crisis-management plan need to be improved or revised? If so, what recommendations would you make? On a scale of 1 (poor) to 10 (excellent), how well did we communicate with our employees? If your score was below a 7, what improvements would you recommend? On a scale of 1 (poor) to 10 (excellent), how well did we communicate with all of our audiences? If your score was below a 7, what improvements would you recommend? Layton Construction Revision Date: 08/05 Post-crisis evaluation questionnaire, 3 If there was media coverage, was it reported in a balanced fashion? If not, what needs to be done to set the record straight with the media and/or our audiences? Did our spokesperson(s) communicate our key message(s) effectively? What recommendations would you make for our spokesperson should another crisis occur? Which of our audiences were affected by this crisis? How do we re-establish positive contact with them? Who should be thanked for their assistance and what form should that take? What suggestions would you make to prevent a reoccurrence of this incident? Layton Construction Revision Date: 08/05 Any other suggestions? Layton Construction Revision Date: 08/05 THE LAYTON COMPANIES Four Seasons Resort 1 Vail Road Vail CO, 81657 CONSTRUCTION SITE SAFETY PLAN Project Manager: Mike Colligan Project Superintendent: Mark Reed Duration Dates Developed by Layton Construction Four Seasons Resort Site Specific Safety Plan TABLE OF CONTENTS FOUR SEASONS RESORT PROJECT SAFETY PROGRAM 1.1 POLICY STATEMENT 1.2 ACCIDENT AND INCIDENT REPORTING 1.3 ADDRESSING IMMINENT DANGER 1.4 COMPRESSED GAS HANDLING 1.5 CONFINED SPACE PLAN 1.6 CONTROL OF GASES, VAPORS, DUSTS, FUMES AND MISTS 1.7 DISTRIBUTION AND UPDATING SAFETY PROGRAM 1.8 ELECTRICAL SAFETY & TEMPORARY WIRING 1.9 EMERGENCIES 1.10 FALL PROTECTION 1.11 FIRE PROTECTION 1.12 HANDLING, STORAGE & CONTROL OF TOXIC, HAZARDOUS AND FLAMMABLE/COMBUSTIBLE SUBSTANCES 1.13 HAZARD MATERIAL COMMUNICATION PROGRAM 1.14 HEARING PROTECTION PLAN 1.15 HOT WORK PLAN FOR WELDING, CUTTING AND BRAZING 1.16 HOUSEKEEPING 1.17 ILLUMINATION PLAN FOR WORK 1.18 INSPECTION AND MAINTENANCE PROCEDURES 1.19 LASERS 1.20 LOCKOUT / TAG OUT - DE-ENERGIZING 1.21 MAINTAINING ON-SITE RECORDS 1.22 MATERIAL HANDLING AND STORAGE 1.23 MATERIAL RIGGING AND PERSONNEL HOISTING 1.24 MODIFIED / RESTRICTED WORK POLICY 1.25 MOTOR VEHICLES AND MECHANIZED VEHICLES SAFE OPERATION 1.26 OSHA INSPECTIONS 1.27 PERSONAL PROTECTIVE EQUIPMENT POLICY 1.28 POWDER ACTUATED TOOLS 1.29 RESPIRATORY PROTECTION PLAN 1.30 RETURN TO WORK POLICY AND PROCEDURE 1.31 SAFETY ORIENTATION 1.32 SAFETY RESPONSIBILITY AND DISCIPLINE 1.33 SAFETY TRAINING REQUIREMENTS 1.34 SANITATION 1.35 SIGNS, SIGNALS AND BARRICADES 1.36 SITE SAFETY INSPECTIONS 1.37 SITE VISITORS 1.38 STAIRWAY, LADDER AND PLATFORMS 1.39 SUBSTANCE ABUSE 1.40 TRENCHINIG AND EXCAVATION POLICY AND PROCEDURE 1.41 WEEKLY SAFETY MEETINGS 1.42 OTHER SAFETY PROCEDURES SPECIFIC TO OPERATIONS APPENDIX A - ACCIDENT AND INCIDENT REPORTING APPENDIX B - SUPERVISORS WEEKLY (JOB SITE) INSPECTION APPENDIX C - HOT WORK PERMIT APPENDIX D - HAZARD COMMUNICATION PROGRAM APPENDIX E - SCAFFOLD TAG Four Seasons Resort Site Specific Safety Plan APPENDIX F - SOILS REPORT SAFETY PROGRAM 1.1 POLICY STATEMENT ON SAFETY Employees are our most important assets and their safety is our greatest responsibility. It is the policy of Layton Construction to provide a safe working environment by eliminating unsafe acts and conditions and to provide appropriate personal protective equipment and safety devices where hazards cannot be eliminated. Further, it is our goal to create a safety culture among our employees that fosters an understanding that he or she has the ultimate responsibility to work safely. It is the joint intent of the Operating Groups to: (1) Develop, endorse, and support an understanding that the line organization is responsible for the implementation of safe work practices, (2) Comply with all federal, state, and/or local regulations and general contractor rules governing safety at the job site, (3) Take expedient action to correct unsafe actions or conditions, (4) Promote safety awareness, (5) Encourage open communication between line management and labor that will result in the identification of unsafe acts and conditions, (6) Provide training in hazard awareness and accident reduction techniques necessary to implement this policy, and (7) Promote the Injury Free Work Environment through a Safety Value System. Signed David S. Layton, President Four Seasons Resort Site Specific Safety Plan 1.2 PROCEDURE FOR ACCIDENT AND INCIDENT REPORTING All accidents that occur from operations or work performed on the job site must be verified, reported, investigated and analyzed for prevention of recurrence. All Subcontractors and, Sub tier-contractors shall instruct employees and other personnel to follow these procedures in the event of an injury: Employees are responsible for reporting all injuries or occupational illnesses immediately to their employer or immediate supervision. Seek medical assistance for anyone who is injured. The injured employee's supervisor will ensure that first aid is administered on site. If advanced medical assistance is necessary, Subcontractors are instructed to send employees injured on site to their designated medical clinic or hospital. Copies of the written accident report shall be delivered to the Layton job site superintendent and forwarded to the Layton safety department. First aid cases need not be submitted as a First Report of Injury. However, such incidents will be categorized as "non-reporting" and "first aid only," unless the injured employee continues to undergo medical treannent. No supervisor shall decline or refuse to accept a report of injury from a subordinate. Post accident drug and alcohol testing is required. The cost of these tests will be borne by the employer of the injured employee. Test results will be made available to the Workers' Compensation Adjuster and become part of the claim record. If the Substance Abuse Test is positive, Layton Construction requires the Subcontractor's / Sub-tier contractor's Employer to remove the employee from the Project Site. Accident Investigation of the scene will be performed immediately. Except for rescue and emergency procedures, secure the area quickly. The accident scene shall not be disturbed until it has been released by the investigating authority. Innnediately report to the Subcontractor's superintendent, or other person in charge at the, job site, all accidents or conditions resulting in a fatality. the hospitalization of any employee, or property clamage estimated in. excess of'S10€)0. Notify Layton Construction immediately of the incident. Questions from the news media shall be referred to Alan Rindlisbacher, Layton Construction: telephone (801) 568-9090. Only authorized personnel, such as representatives of Four Seasons Resort Project, the construction safety manager, the insurance administrators, the insurers, or governmental agencies shall be given information pertaining to an event. In the event an employee of a Subcontractor, Sub tier-contractor is exposed to toxic materials or harmful physical agents, the Subcontractor shall notify the job site superintendent of the incident, and the corrective action shall be taken to eliminate further exposures. All accidents and hazardous incidents shall be reported. These records are to be maintained and available to the job site superintendent, upon request, and shall include the following: (1) An in-depth investigation to identify all causes and to recommend hazard control measures. (2) The exact location of each incident shall be noted on the reporting form. Four Seasons Resort Site Specific Safety Plan 1.3 PROCEDURE FOR ADDRESSING IMMINENT DANGER Situations judged to be immediately dangerous to life or health requires immediate action to mitigate the danger. Removals of the employee(s) from hazard or stopping the work in process are two acceptable means of addressing imminent danger. Workers will not be allowed to return to work - on that phase of the project - until all hazards and exposures leading up the Imminent Danger situation have been resolved to the satisfaction of the Job Site Superintendent. All site employees have the responsibility and obligation to bring impending and threatening conditions to the attention of their fellow workers and their supervisor. A near miss investigation is warranted in the event of non-injury in the case of all Imminent Danger situations, and shall be conducted by the supervisor or foreman. 1.4 COMPRESSED GAS HANDLING Transporting, Moving and Storage of Compressed Cylinders: 1. Valve protection caps must be in place and secured. 2. When transported, they must be secured in the vertical position. 3. Unless cylinders are secured on a special carrier intended for the purpose, regulators must be removed and valve protection caps secured. 4. Compressed gas cylinders must be secured in the upright position at all times unless being actually hoisted or carried. 5. Stored oxygen cylinders must be separated from fuel gas cylinders or combustible materials by a minimum of 20 feet or by a non-combustible barrier. 6. Empty cylinders must be stored separate in areas marked EMPTY, or MT. Use of Fuel Gas: 1. Before the regulator is connected to the cylinder valve, the valve shall be opened slightly and closed immediately to clear the valve of dust, dirt and debris. 2. Standing to the side of the regulator, cylinder valves should be opened slowly to avoid serious injury and prevent damage to the regulator. 3. Fuel gas shall not be used from cylinders through torches or other equipment which are equipped with shutoff valves without reducing the pressure. 4. Before the regulator is removed, the cylinder valve shall always be closed and gas released from the regulator. Placement and Treatment of Cylinders: 1. Cylinders shall be kept far enough away from the actual welding or cutting operation so that sparks, slag, or flame will not come into contact with the cylinder. 2. Cylinders shall not be taken into confined spaces. 3. No damaged or defective cylinders shall be used. Hose and Torches: 1. Fuel gas and Oxygen hose must be distinguishable from each other (different color) and not interchangeable. 2. Hoses must be inspected prior to use and maintained in good condition, without cuts or cracks, defective hoses shall be tagged and placed out of service. 3. Hoses, cables and other equipment shall be kept clear of passageways, ladders, and stairs. Four Seasons Resort Site Specific Safety Plan 4. Western couplers must be used to connect hose to torch and hose to hose. Screw type hose clamps are not acceptable. 5. Flashback arrestors or back-flow check valves must be installed on all torch sets, at the torch gauges, not at the torch head. Hazards of Compressed Gases: 1. Employees shall be trained and reminded of the cryogenic (Freezing) effects of compressed gases, especially in sudden release and hose leak situations. 2. The flammability of acetylene and the fact that acetylene tanks contain liquid acetone should be addressed in the training. 3. The need for flash back arrestors on both oxygen and acetylene hoses at the regulators should be addressed and audited for in weekly inspections. 4. Oil and grease should be kept away from all oxygen lines, regulator fittings and connections, to prevent rapid oxidation and fire. 5. Compressed gas cylinders should never be used as transport rollers, and should never be placed on their side (e.g. laid on the ground or floor). 6. Compressed gas cylinders should be hoisted in bottle racks specifically designed for the lifting of compressed cylinders. The valve cap is not a connection point for lifting cylinders. Valve caps should always be in place, unless the tank is actually being used for welding, cutting or brazing. This includes during any transport in a motor vehicle. 1.5 CONFINED SPACE PLAN This plan applies to all employees at Layton Companies Company Projects. Employees shall not enter manholes, underground vaults, chambers, tanks, silos, excavations or other confined spaces that receive little ventilation, unless it has been determined that it is safe to enter. All employees required to enter into confined or enclosed spaces shall be instructed as to the nature of the hazards involved, the necessary precautions to be taken, and in the use of protective and emergency equipment required. The employer shall comply with any specific regulations that apply to work in dangerous or potentially dangerous areas. Confined or enclosed space - means any space having a limited means of egress, which is subject to the accumulation of toxic or flammable contaminants or has an oxygen deficient atmosphere. Confined or enclosed spaces include, but are not limited to, storage tanks, process vessels, bins, boilers, ventilation or exhaust ducts, sewers, underground utility vaults, tunnels, pipelines, and open top spaces such as pits, tubs, vaults, and vessels. (e.g. large enough and so configured that an employee can bodily enter and perform assigned work; has a limited or restricted means for entry or exit, and is not designed for continuous human occupancy) Hazardous Atmosphere - An atmosphere which may expose employees to the risk of death, incapacitation, and impairment of ability to self-rescue, injury, or acute illness from one or more of the following causes: • Atmospheric oxygen concentration below 19.5%, or above 23.5%. • Flammable gas, vapor, or mist in excess of 10% of the Lower Explosive Limit, LEL. • Concentration of any substance with a Permissible Exposure Limit, PEL, published by OSHA that could result in employee exposure in excess of the PEL. • Airborne combustible dust concentration at or above the LEL. Other atmospheric conditions that is immediately dangerous to life or health. Four Seasons Resort Site Specific Safety Plan Non-Permit Required Confined Space Procedure: If all hazards are eliminated from a confined space before entry, the space can be entered without following the requirements for a permit required confined space. Employees can enter and work in the confined space if hazards remain at safe levels. • If entering the space to perform initial air monitoring to determine if atmospheric hazards are eliminated, the entry must be conducted under the permit required confined space procedure. • The following procedure applies to non-permit required confined space entry: • Items on the permit pertaining to non-permit entry must be completed to document that there are no hazards and must be made available to each entrant and posted at the site of entry. • When there is a change in the use or configuration of a confined space that might increase the hazards to entrants, the space shall be re-evaluated and reclassified if necessary. • The atmosphere shall be periodically re-tested to ensure that it remains safe. The space must not contain a hazardous atmosphere while employees are inside. • If a hazardous atmosphere is detected during an entry, entrants must immediately evacuate the space. The space must be re-evaluated to determine how the hazardous atmosphere developed and appropriate action taken to protect employees before any subsequent entry occurs. The permit must be re-issued before entrants re-enter the space, and the space must be reclassified if necessary. • Vehicle or other equipment exhaust shall not enter the space, internal combustion engines shall not be permitted within 50 feet of any confined space opening, or vent. Vehicles shall not be operated within burned areas. • Activities such as hot work, using degreasers, or painting may introduce additional potential hazards that change the classification of the space from a non-permit to a permit-required confined space (PRCS). Alternate Entry Procedure: • In cases where the only hazards are exclusively atmospheric in nature and where continuous forced air ventilation alone is sufficient to maintain the permit space safe for entry, entry may be by means of the "Alternate Entry Procedures". • The alternate entry procedures require that before employees enter, the internal atmosphere must be tested for: 1) Oxygen content; 2) Flammable gases and vapors, and; 3) Potential toxic air contaminants. • Once testing has been completed, the atmosphere within the space must be periodically tested to ensure the atmosphere remains safe for the entrants. There must be no hazardous atmosphere within the space when an employee is inside the space. If a hazardous atmosphere is detected during entry, employees must exit immediately, the space must be evaluated, and corrective measures must be taken. • When entries are undertaken by means of the Alternate Entry Procedures, there are no requirements for a written program, permit system, attendant, supervisor, or rescue provisions. Solo entries are permitted. The emphasis is squarely on use of continuous ventilation and atmospheric monitoring to ensure atmospheric hazards are controlled and that the atmosphere remains safe for entry. Permit Required Confined Space Procedure: • All training required for entrants, attendants, and entry supervisor must be completed per OSHA standards by a qualified person. • All items on the permit must be complete before beginning work in a pernit required confined space. • Test the space to determine if acceptable entry conditions exist. • At least one attendant must always be outside the permit required confined space and must monitor the authorized entrants during the entry operation. • Only authorized entrants may enter a pernit required confined space. They must sign in and out on the entry, permit and entry log when entering and leaving a permit required confined space. Four Seasons Resort Site Specific Safety Plan • Signs and barricades must be placed outside all permit required space to notify personnel that unauthorized entry is prohibited. • Conditions must be continuously monitored where entrants are working to ensure acceptable conditions are maintained during the entry. • The permit must be terminated when entry operations are complete or when a hazardous condition arises in or near the permit space. • The minimum rescue equipment required for entry is covered in the Non-Entry Rescue Section above. • Ensure that vehicle or other equipment exhaust does not enter the space. • Entry operations will be reviewed when employees believe this procedure may not protect entrants. If deficiencies are found, revisions must be made before subsequent entries are authorized. 1.6 CONTROL OF GASES, VAPORS, DUSTS, FUMES AND MISTS Windborne dust from excavation shall be controlled by water application whenever necessary. Water application is an acceptable means of dust control. Employee Exposure a) Exposure of employees to inhalation, ingestion, skin absorption, or contact with any material or substance at a concentration above those specified in the "Threshold Limit Values of Airborne Contaminants for 1970" of the American Conference of Governmental Industrial Hygienists, shall be avoided. See OSHA 1926.55 - Appendix A, Table on Air Contaminants. To achieve control with paragraph (a) of this section, administrative or engineering controls must first be implemented whenever feasible. When such controls are not feasible to achieve full compliance, personal protective equipment (PPE) or other protective measures shall be used to keep the exposure of employees to air contaminants within the limits prescribed in this section. Any equipment and technical measures used for this purpose must first be approved for each particular use by a competent industrial hygienist or other technically qualified person. Whenever respirators are used, their use shall comply with 1910.134. All PPE shall be issued after a hazard assessment of the airborne hazard has been performed. Respirable air sampling may need to be conducted, and work stopped if physical symptoms arise from handling or applying a product. Refer to Control of Hazardous, Toxic, and Flammable/Combustible Substances (1.28 above). All operations shall comply with OSHA 29 CFR 1910.119 (k), and 29 CFR 1910.252 (a) and 29 CFR 1926.350 and 29 CFR 1926.353(c)(3) regarding the protection of employees from occupational hazards related to work in and around combustible or explosive vapors, mists or gaseous atmospheres. Establish and implement a respiratory protection program as required in OSHA 1910.134 Temporary Heating All portable space heating devices and equipment shall be set-up to conform to ANSI A 10.10. A review of installations, ventilation and atmospheric carbon monoxide (CO) testing shall include participation by a safety representative. Four Seasons Resort Site Specific Safety Plan 1.7 PROCEDURE FOR DISTRIBUTING AND UPDATING THIS SAFETY PROGRAM Updates of this document will be made available to all Layton Employees and Subcontractor managers through Addendums, issued as necessary. Layton reserves the right to enhance this Safety Program and make safety requirements more stringent when the need to protect employees from hazard becomes necessary. Weekly safety meetings will be used as a forum for updating safety concerns, coordinating good partnering between trades and discussion and review of incidents and planning safe practices for the week. 1.8 ELECTRICAL SAFETY AND TEMPORARY WIRING PURPOSE: The purpose of this program is to protect employees from the hazards associated with contacting electrical energy sources. REFERENCES: OSHA 29 CFR 1910.269, 910.300 -.420 and 1926.400 -.449 BASIC RULES: Employees shall not be permitted to work near any part of an electric power circuit that the employee could contact in the course of work, unless the employee is protected against shock by de-energizing the circuit and grounding it or by guarding it effectively by insulation and/or other means. In addition to the precautions below the TLC Lockout and Tag out Program shall be observed. GENERAL PRECAUTIONS: 1. Only a qualified person trained to perform electrical work will perform installation, maintenance, or repairs on electrical wiring, tools, equipment, and machinery. 2. Employees must consider all electrical conductors as energized. 3. Personnel authorized to perform work on electrical circuits shall be trained in First Aid and CPR. 4. Suitable personal protective equipment including rubber gloves, mats, and blankets to provide insulation from other elements which are energized or grounded shall be used. 5. Personnel shall not wear rings, watches, or similar metallic objects while working on energized electrical equipment. 6. Do not render electrical interlocks inoperative by removal, modification, or destruction. 7. Blown fuses shall be replaced with the proper type and rated fuses only. 8. Non-conductive ladders when working on or near electrical equipment or conductors shall be used. Metal ladders shall not be used. 9. Defective electrical equipment or extension cords shall not be used. Defective equipment shall be tagged out of service and reported to supervision. 10. Always determine if buried electrical cables, or other utilities are present before excavating, internal resources, one call, or utility company, and/or a combination of all shall be use. 11. When downed electrical lines are discovered, barricade off the area and notify local authorities and the local power utility, do not enter an exposed zone. 12. All low voltage electrical equipment shall be equipped with ground fault circuit interrupters to minimize shock hazard. 13. Electrical equipment that contains capacitors shall be identified. This equipment shall be properly grounded prior to maintenance to minimize shock hazard. 14. Lightning can be a deadly electrical hazard. Never work out in the open or around metal objects or tall structures during electrical storms. All equipment equipped with extended booms such as cranes, derricks, or excavators shall be lowered during electrical storms. 15. Temporary lighting shall be equipped with guards to prevent accidental contact with the bulb. Four Seasons Resort Site Specific Safety Plan 16. Generators must be properly grounded; mats, rebar, or structures are not considered to be an appropriate ground. POWER LINES: The following distance tables and rules shall apply when conducting any operation in proximity to energized power lines: MINIMUM RADIAL CLEARANCE FROM ENERGIZED ELECTRICAL LINES Nominal System Voltage Minimum Required Clearances 0 to 50 kV 10 Feet 51 to 100 kV 12 Feet 101 to 200 kV 15 Feet 201 to 300 kV 20 Feet 301 to 500 kV 25 Feet 501 to 750 kV 35 Feet 751 to 1000 kV 45 Feet 1. Work groups preparing for work in proximity to overhead power lines will conduct a pre job safety meeting or job hazard analysis to review the job they are about to perform. This meeting must be documented on a safety meeting or job hazard analysis form. 2. The Project Superintendent will contact the local owning power utility and determine the voltages and clearance distances of the power lines on the site. 3. All power lines shall be considered energized at all times-even if the lines have been de-energized. 4. A spotter shall be used to observe clearances between equipment and energized lines as needed to maintain the safe clearance. 5. If it is determined that a piece of equipment can extend or rotate a boom, or other operating attachment within the minimal radial separation area, the supervisor is responsible for that piece of equipment and safe operating distances. QUALIFIED PERSONS: When a qualified person is working in the vicinity of overhead lines, whether in an elevated position or on the ground, the person may not approach or take any conductive object without an approved insulating handle closer to exposed parts than shown in following tables unless: 1. The person is insulated from the energized parts (insulated gloves with sleeves if necessary, rated for the voltage involved are consider to be insulation of the person from the energized parts on which work is performed), or 2. The energized part is insulated both from all other conductive objects at a different potential and from the person, or 3. The person is insulated from all conductive objects at a potential different from that of the energized part. UNQUALIFIED PERSONS: When an unqualified person is working in an elevated position near overhead lines, the location shall be such that the person and the longest conductive object he or she may contact cannot come closer to any unguarded, energized overhead line than the following distances: 1. 50 kV and below - 10 feet (305 cm); 2. 50 kV and above - 10 feet plus 4 inches for every 10 kV over 50 kV. Four Seasons Resort Site Specific Safety Plan TEMPORARY WIRING: 1. Temporary wiring must be guarded, buried, or isolated by elevation to prevent accidental contact by personnel or equipment. 2. Temporary lighting strings shall consist of non-conductive lamp sockets and connections permanently molded to the conductor insulation. 3. Extension cords shall be of the approved three-wired grounded type. The rated load shall not be exceeded. Cords shall be used in continuous lengths without splices. 4. Worn or frayed cords shall not be used, and tagged and removed from service. 5. Extension cords shall be protected from damage. Sharp corners and projections shall be avoided, and or covered. 6. Defective cords shall be tagged "DO NOT USE", and removed to a maintenance location. 7. All extension cords shall be inspected and rolled up before and after each use unless otherwise protected, or being used for temporary lighting or charging of equipment. DISCONNECT AND OVERCURRENT PROTECTION: I . Switches, fuses, and automatic circuit breakers shall be plainly marked, labeled, or arranged to permit identification of circuits or equipment controlled by them. 2. Switches shall be of the enclosed safety type, with the enclosure grounded and installed to minimize the possibility of accidental operation. 3. Switches and breakers shall be provided with a means of locking in the OFF position. Additionally, fuse cabinets and circuit breaker cabinets shall be equipped with lock type doors. 4. Switches, circuit breakers, fuse panels, and motor controllers in wet and outside locations shall be enclosed in approved-type weather proof cabinets or enclosures. GROUND FAULT CIRCUIT INTERRUPTERS: 1. Approved ground fault circuit interrupters (GFCI) shall be used for all 120 volt, single phase 15 and 20 ampere receptacle outlets on work sites which are not part of the permanent wiring of the building or structure and which are in use by employees. 2. Receptacles on the ends of extension cords are not part of the permanent wiring and, therefore, must be protected with ground fault circuit interrupters whether or not the extension cord is plugged into permanent wiring. WET LOCATIONS: 1. Only the following type electrical systems are permissible for use in wet areas where there is a danger of electrical shock. 2. Stationary portable electrically powered equipment, such as pumps, heaters, blowers, welders, transformers, etc., shall be connected to a circuit protect by ground fault circuit interrupters. 3. Whenever practical, air, battery, or hydraulic tools shall be substituted for electrically powered tools. CONFINED OR ENCLOSED WORK SPACES: 1. No employee shall work in a confined or enclosed area (such as a manhole, or vault) that contains exposed energized parts. 2. Supervisors shall provide, and employees shall use protective shields, protective barriers, or insulating materials as necessary to avoid inadvertent contact with energized parts. 3. Doors, hinged panels, and the like shall be secured to prevent swinging into an employee and causing the employee to contact exposed energized parts. Four Seasons Resort Site Specific Safety Plan CONDUCTIVE MATERIALS AND EQUIPMENT: Conductive materials and equipment that are in contact with any part of an employee's body shall be handled in a manner that will prevent them from contacting exposed energized conductors or circuit parts. If an employee must handle long dimensional conductive objects (such as ducts or pipes) in areas with exposed energized parts, the supervisor shall ensure work practices (such as the use of insulation, guarding, and material handling techniques) which will minimize the hazard. TRAINING: Employees who face a risk of electrical shock that is not reduced to a safe level shall be trained by a qualified person in safety related practices that relate to their respective job assignments, this training shall include: The skills and techniques necessary to protect energized parts. a) Live parts must be deactivated. b) Increased hazards due to de-energizing. c) Alternate procedures. d) Electrical gloves, use, maintenance, and inspection. e) Inspection and repair of electrical equipment. f) Avoiding accidental contact with live parts. g) Use of grounding mats. 2. The skills and techniques necessary to determine the nominal voltage of exposed live parts. a) Use of electrical testing equipment. b) Power line size and location on poles. 3. Safe operating and clearance distances. Employees who are not qualified shall receive training by a qualified person in electrical awareness: 1. Do not perform work on electrical equipment unless trained, and qualified to do so. 2. Use of GFCI is mandatory when using electrical tools and equipment. 3. How to avoid contact with electrical circuits. 4. Safe working distances and clearances. 1.9 PROCEDURE FOR EMERGENCIES Each project and job site will have local emergency contact information posted. This information will include the telephone number of the local physician, hospital, police and fire departments. Information will be conspicuously posted at the job site, in all office and change trailers, and adjacent to each telephone. The Project Superintendent is responsible in ensure this information is attained and posted at the designated locations prior to the start of project operations. EMERGENCY NOTIFICATION PROCEDURE 1. Persons notifying emergency response agencies, hospitals, or physicians of an emergency will observe the following protocol: 2. Call 911, or other emergency number. 3. State the nature of the emergency. 4. Give location and address of emergency, caller may need to provide detailed information on how to locate job site, and or emergency scene, if necessary assign someone to lead rescuers to the scene. 5. Do not hang up until instructed to do so. Four Seasons Resort Site Specific Safety Plan FIRST AID REQUIREMENTS Only designated, trained and qualified employees are to administer First Aid to others as a job function. However, this program also applies to employees who voluntarily administer care and/or are involved in emergency situations. Supervisors and foremen shall be trained and qualified in First Aid and Cardio Pulmonary Resuscitation. No employee is required to render First Aid or clean up any body fluid unless properly trained and qualified to do so. EMERGENCY RESPONSE PROCEDURE General - Layton Construction supervisors will notify emergency response personnel of emergencies at the project site. 1. The appropriate supervisor or responding personnel shall initiate the notification process, which includes alerting local response organizations (such as ambulance or fire personnel) and/or others as required. 2. The Safety Coordinator shall establish and train site personnel in emergency response procedures. 3. The Safety Coordinator shall maintain as necessary, emergency response supplies and equipment to meet emergency response needs. 4. Jobs will keep 1St Responder Kits on site. If necessary, the Project Superintendent will coordinate with local emergency organizations and provide the following: I . 'T'echnical information about hazardous materials and products. 2. Quantity and/or size of hazardous materials or products. 3. Locations and methods of storage for hazardous materials or products. 4. Report known hazards of materials or products. 5. Provide a copy of the Material Safety Data Sheet. Layton Construction site management will make site equipment and supplies available until the emergency has been resolved. Site Actions - General Response Procedures Ensure the scene is safe before entering the area. 1. Review site for hazards. Isolate hazardous area. 2. Secure the site from further hazards, i.e., turn off utilities, remove hazardous substances not involved, stop flows of product or water, etc. 3. Attend to the injured, render first aid, call ambulance, etc. 4. Secure and isolate incident site, do not move anything that does not have to be removed to help the injured or make the area safe. Make note of those items that had to be moved. For major incidents site emergency shut down is required. 5. Take a role call. Account for each site employee, vendor, owner's rep., and trade contractor employees. 6. Keep those needed for help. Release those who are not needed and require them to leave the site. 7. Establish first aid and evacuation area if required, where ambulance, or air evacuation have access. 8. Control site access. 9. Start investigation and reporting procedures. Four Seasons Resort Site Specific Safety Plan EMERGENCY PREPAREDNESS TRAINING Employees - shall be trained on the subjects below as appropriate: • Emergency Notification and Reporting Procedures • Bloodborne pathogens Program • Site Emergency and Evacuation Procedures • Points of Assembly and Notice of Lock Down • A site map shall be posted for all contractor and subcontractor employees, showing the Points of Assembly locations. Designated Supervisors - in addition to the above shall successfully complete a course in First Aid/CPR 1.10 FALL PROTECTION PLANS Basic plans for fall protection, steel erection, scaffold installation, maintenance and use, and concrete and masonry will require a fall protection plan when employees are expected to work six (6) feet above the level below. These basic plans will be modified to specifically address the installation - prior to commencing with the work. Layton has adopted a six (6) foot fall protection rule for site employees. This means that any work on an elevated platform, formed wall, mezzanine, or elevated drop-off such as a roof deck requires some form of fall protection. Layton employees will be issued a full body harness with double lanyard at first use to allow them to follow 100% tie rule. Use and inspection training will be completed at that time. Tie off will be the last resort when a completed work platform with railing is not practical. The employer shall assure that a competent person qualified in the following areas has trained each employee, as necessary: 1. The nature of fall hazards in the work area; 2. The correct procedures for erecting, maintaining, disassembling, and inspecting the fall protection systems to be used; 3. The use and operation of guardrail systems, personal fall arrest systems, safety net systems, warning line systems, safety monitoring systems, controlled access zones (CAZ), controlled decking zone (CDZ) and other protection to be used; 4. The role of each employee in the safety monitoring system when this system is used; 5. The limitations on the use of mechanical equipment during the performance of elevated work; 6. The correct procedures for the handling and storage of equipment and materials and the erection of overhead protection; 7. The role of employees in fall protection plans, and 8. The standards contained in 1926 Subpart M and Subpart R. . 1.11 FIRE PROTECTION PLAN The purpose of this program is to protect employees, and equipment from the hazards associated with fire, and the use of fire protection equipment. Housekeeping and control of sources of ignition, especially around flammable liquids is the key to a successful fire protection plan. Policy - It is the policy of Layton Construction that portable fire extinguishers are provided for employee use in suppressing small material, trash, and equipment fires. A training program shall be provided to employees to familiarize them with the principles of fire extinguisher use, and the hazards associated with fire suppression. Four Seasons Resort Site Specific Safety Plan Training - All employees upon initial assignment and annually thereafter, shall receive training in the selection and use of fire extinguishers, and the hazards associated with fire suppression. FIRE EXTINGUISHER INSPECTION - The Superintendent shall ensure that a visual inspection is conducted monthly, and a maintenance check is conducted annually, per the criterion below: Visual Inspection shall be conducted monthly and recorded on the inspection tag affixed to the extinguisher, and fire extinguisher log maintained by the Superintendent. If found defective, remove from service for repair, ensuring extinguisher is immediately replaced with an alternate should a fire occur during repair. If no defect is found, indicate on the extinguisher inspection tag, the date of inspection, and your name. FIRE EXTINGUISHER LOCATION - Fire extinguishers and other fire fighting equipment shall be suitably located, and plainly marked as to their type and method of operation. Fire extinguishers are to be located as follows. 1. 50 feet of any flammable materials storage, and refueling areas - 20 lb ABC 2. Located in any building under construction, one 10 lb ABC, every 3,000 Square Feet, or no more than 100 feet of travel between extinguishers. 3. Office and tool trailers - 10 lb ABC. 4. Where hot work is being performed 20 lb ABC. 5. Any location offering an unusual fire hazard. FIRE PROTECTION and PREVENTION RULES 1. Smoke only in approved areas. 2. Accumulation of combustible materials constitutes a fire hazard and must be avoided. 3. Hot work permits are to be secured prior to welding or burning in or near a hazardous area. 4. All spills of flammable liquids shall be immediately cleaned up and the affected area shall be isolated from any ignition source. 5. Ground cables shall be used to prevent static electrical charges when transferring flammable liquids from one container to another. FIRE DETECTION In the event of smoke or fire, site radios or cell phones should be used to communicate a fire situation before performing fire suppression. Tell the listener the location and size of the fire. 1.12 HANDLING, STORAGE & CONTROL OF TOXIC, HAZARDOUS AND FLAMMABLE/COMBUSTIBLE SUBSTANCES General - Employer responsibility (1) Layton Construction and all Subcontractors at Layton Companies Project shall instruct each employee in the recognition and avoidance of unsafe conditions and the regulations applicable to his work environment to control or eliminate any hazards or other exposure to illness or injury. (2) Employees required to handle or use poisons, caustics, and other harmful substances shall be instructed regarding the safe handling and use, and be made aware of the potential hazards, personal hygiene, and personal protective measures required. (3) In job site areas where harmful plants or animals are present, employees who may be exposed shall be instructed regarding the potential hazards, and how to avoid injury, and the first aid procedures to be used in the event of injury. Four Seasons Resort Site Specific Safety Plan (4) Employees required to handle or use flammable liquids, gases, or toxic materials shall be instructed in the safe handling and use of these materials and made aware of the specific requirements contained in OSHA 1926 - Subparts D, F, and Z plus other applicable subparts. (5) Employees of contractors or sub-contractors are required to advise their supervisor or foreman of any concerns, questions or problems arising from the use, transfer or exposure to any chemicals at Layton Companies Project. Reference: The Layton Companies Safety hand book and enclosed APPENDIX D of this Safety Program have details on Layton Construction Hazard Communication program. Product Identification, Storage, Transfer and Use Each container or hazardous product received from a Manufacturer or Distributor shall be delivered with a hazardous warning label affixed. In the case of non-English speaking employees, all labels, MSDS, and or other written materials shall be in the language of the employee. The warning label must: • Identify the hazards of the product (e.g. flammability, toxicity, reactivity) • Contain appropriate hazard warnings for the product and name and address of the Manufacturer, Importer, or Distributor or other responsible party. • In the case of non-English speaking employees, all labels, MSDS, and or other written materials shall be in the language of the employee. • These labels must remain intact at all times. If the label is destroyed or defaced in any manner that renders it unreadable, we must immediately provide a new label for the container or package. The new label shall contain the same information regarding hazard ratings and PPE as the Manufacturer's label. • HMIS or NFPA labels are attached to individual containers where labels have been defaced and rendered unreadable. They are also used where products are transferred from a manufacturer's original container to an unmarked container. Example: Material received in a 5-gallon container is transferred to one-gallon containers for use at the job site. All one-gallon containers must have the same NFPA or HMIS information as the label of the original 5- gallon container. NFPA (National Fire Protection Association) or HMIS (Hazardous Material Information System) labeling, referenced from the MSDS (Material Safety Data Sheet) will provide information for labeling in determining PPE (Personal Protective Equipment) hazard of the product and other pertinent information. Hazard identification numbers generally follow NFPA coding. See The Layton Companies Safety Handbook for Methods of Labeling. Appropriate hazard warnings, or alternatively, words, pictures, symbols, or combination thereof, which provide at least general information regarding the hazards of the chemicals, and which, in conjunction with the other information immediately available to employees under the hazard communication program, will provide employees with the specific information regarding the physical and health hazards of the hazardous chemical. Distributors shall ensure that material safety data sheets, and updated information, are provided to other distributors and employers with their initial shipment and with the first shipment after a material safety data sheet is updated. New Hire Orientation includes Hazard Communication information, as necessary for site specific needs. The Supervisor will provide access to the Inventory List of Hazardous Substances with the MSDS's. The employer shall maintain in the workplace copies of the required material safety data sheets for each hazardous chemical, and shall ensure that they are readily accessible during each work shift to employees when they are in their work area(s). (Electronic access, microfiche, and other alternatives to maintaining Four Seasons Resort Site Specific Safety Plan paper copies of the material safety data sheets are permitted as long as no barriers to immediate employee access in each workplace are created by such options.) Where employees must travel between workplaces during a work shift, i.e., their work is carried out at more than one geographical location, the material safety data sheets may be kept at the primary workplace facility. In this situation, the employer shall ensure that employees can immediately obtain the required information in an emergency. Material safety data sheets may be kept in any form, including operating procedures, and may be designed to cover groups of hazardous chemicals in a work area where it may be more appropriate to address the hazards of a process rather than individual hazardous chemicals. However, the employer shall ensure that in all cases the required information is provided for each hazardous chemical, and is readily accessible during each work shift to employees when they are in their work area(s). HANDLING, STORAGE & CONTROL OF TOXIC, HAZARDOUS AND FLAMMABLE/COMBUSTIBLE SUBSTANCES New Hire Orientation: Training in the use, transfer and handling of hazardous, flammable and combustible materials should include: • Explanation of the HMIS or NFPA Labeling systems • Explanation of an MSDS • How to obtain and use appropriate information to the task • How to detect presence or release of products • How to determine physical and health hazards • The Contractor's specific procedures for personal protection • Procedures for safely dealing with `Non-Routine' tasks involving hazardous substances • Required PPE and instructions on its use and care. • Supplemental and Re-Training are provided when: a. New Products enter the workplace b. When changes occur in the exposure hazards due to procedural changes Contractors shall provide employees with effective information and training on hazardous chemicals in their work area at the time of their initial assignment, and whenever a new physical or health hazard the employees have not previously been trained about is introduced into their work area. Information and training may be designed to cover categories of hazards (e.g., flammability, carcinogenicity) or specific chemicals. Chemical- specific information must always be available through labels and material safety data sheets. Training: Employee training shall include at least: 1. Methods and observations that may be used to detect the presence or release of a hazardous chemical in the work area (such as monitoring conducted by the employer, continuous monitoring devices, visual appearance or odor of hazardous chemicals when being released, etc.); 2. The physical and health hazards of the chemicals in the work area; 3. The measures employees can take to protect themselves from these hazards, including specific procedures the employer has implemented to protect employees from exposure to hazardous chemicals, such as appropriate work practices, emergency procedures, and personal protective equipment to be used; and, 4. Details of the hazard communication program developed by the contractor, including an explanation of the labeling system and the material safety data sheet, and how employees can obtain and use the appropriate hazard information. Documentation of training will be maintained on the Safety Meeting Sign-In Log Four Seasons Resort Site Specific Safety Plan Multi-employer workplaces: Contractors who use, or store hazardous chemicals at the Layton Companies Projects in such a way that the employees of other contractors may be exposed shall additionally ensure the hazard communication include the following: (i) The methods the employer will use to provide the other employer(s) on-site access to material safety data sheets for each hazardous chemical the other employer(s)' employees may be exposed to while working; (ii) The methods the employer will use to inform the other employer(s) of any precautionary measures that need to be taken to protect employees during the workplace's normal operating conditions and in foreseeable emergencies; and, (iii) The methods the employer will use to inform the other employer(s) of the labeling system used in the workplace. See The Layton Companies Safety Handbook. 1.13 HAZARD MATERIAL COMMUNICATION PROGRAM PURPOSE - This procedure is to provide a system for communicating about Chemical Hazards that might be found in the workplace to employees. APPLICATION - This procedure applies to all workplaces where Hazardous Chemicals are used or where they can be expected to result in employee exposures. RESPONSIBILITIES Superintendent - ensure each element of this procedure is fully implemented and enforced by providing materials and support. Including the following elements: ■ Maintain a workplace Inventory List ■ Maintain MSDS's (Material Safety Data Sheets) in a central file ■ Train employees who may be exposed to Hazardous Products ■ Label Containers ■ Maintain open access to information for all employees without reprisal or threat of reprisal. Supervisor/Foreman support the Superintendent by fully implementing and enforcing these procedures through observation, inspection and maintenance of each element of this procedure. Safety Coordinator Representative implement through training and labeling efforts and the procurement of MSDS's and interpretations of information Contractor/Subcontractor abides by and supports these procedures through mutual cooperation and interaction with Contract Coordinator and workplace supervision. Employees have the responsibility to learn about the Workplace and exercise caution and good judgment in dealing with associated Hazards. This includes the following: ■ Right to Know Workplace Hazards ■ Be trained in label-identification systems (HMIS or NFPA) ■ Ability to request MSDS's and have them explained ■ Notifying Employer before bringing a Hazardous Chemical into the work area ■ Right to disclose information to authorized Representatives, such as: Spouse, fellow employees exposed to the same hazards, Physician treating the employee Four Seasons Resort Site Specific Safety Plan MATERIAL SAFETY DATA SHEETS (MSDS's) - are to accompany each product delivered to the workplace. If not provided, an MSDS must be obtained from the supplier before materials are used. MSDS's should be requested at time of ordering by the purchasing agent. MSDS's expire 3 years after their date of publication. 1.14 HEARING PROTECTION PLAN When information is received that indicates that an employee's noise exposure may equal or exceed an eight- hour-time-weight average of 85 decibels or 90 decibels for construction, noise dosimetry monitoring shall be conducted. Since The Layton Companies and subcontractors at Layton Companies Project employ a mobile work force, representative personal sampling or area sampling techniques shall be used. Only qualified individuals shall conduct the required monitoring, using the appropriately calibrated equipment. The sampling results shall be used to identify employees for inclusion in this program and to enable the proper selection of hearing protection. Employees whose monitoring results indicate a noise exposure at or above the eight-hour-time-weighted average of 85 decibels or 90 decibels for construction shall be notified of the results of the monitoring. Affected employees shall be provided an opportunity to observe any noise measurements conducted pursuant to this program. AUDIOMETRIC TESTING: If applicable, The Layton Companies and subcontractors at Layton Companies Project shall establish and maintain an audiometric testing program making audiometric testing available to all employees whose exposures are equal or exceed the action level; which is an eight-hour-time-weighted-average noise exposure of 90 dBA. This program shall be provided at no cost to the employee. The audiometric tests shall be performed, documented and acted upon as stipulated in 1904.10 and 1910.95 of the standard. HEARING PROTECTION: Hearing protectors shall be made available to all employees exposed to an eight-hour-time-weighted-average of 90 dBA or greater, when conducting work tasks or when around work tasks which have a known high noise level associated with them. Some of the tasks which may require that hearing protection be used while conducting or while around them include but not limited to: 1. Sawing or cutting concrete 2. Operating or working around heavy mobile equipment 3. Operating a circular saw on wood 4. Working with electric welding 5. Running Generators HEARING PROTECTION: Selection Factors 1. Several factors come into play when selecting appropriate hearing protectors. 2. Work or job task requirements and conditions. 3. Variability in the anatomical characteristics of the human head or ear. 4. Use with a combination of other safety equipment. Employees will be provided with hearing protection which may include a variety of suitable hearing protectors. Examples of hearing protection include: Four Seasons Resort Site Specific Safety Plan Earmuffs - normally consist of rigid molded plastic ear cups that seal around the ear using foam or fluid- filled cushions that are held in place with metal or plastic headbands. The cups are lined with acoustical material to absorb high frequency energy within the cup. Earplugs - tend to be more comfortable than earmuffs for situations in which protection must be used for an extended period of time, especially in warm and humid environments. They can be worn easily and effectively with other safety equipment and eyeglasses and are convenient to wear when the head must be maneuvered in close quarters. Earplugs come in a variety of sizes, materials, and shapes, but regardless of the particular model, care must be taken in inserting and sometimes preparing them for use. Pre-molded earplug - devices are manufactured from flexible materials such as vinyl, cured silicones, and other materials. Most models are available with attached cords to help prevent loss and to improve storage and reduce contamination by permitting hanging around the neck when not in use. PROGRAM SURVEILLANCE: The Layton Companies Safety Coordinator will act as the hearing conservation program administrator. Random inspections shall be conducted to evaluate if proper hearing protection practices are being used, and to evaluate the overall effectiveness of this program. This includes: 1. Periodic review of noise levels present, 2. Engineering or administrative controls in place, 3. Changes in processes or equipment, 4. Any job function impairments while utilizing hearing protection devices, and 5. Discussion with employees about other issues associated with hearing protection device use. TRAINING: Employees shall be trained in the use and care of all hearing protectors provided them. Employees who are exposed to noise at an eight-hour-time-weighted-average of 90 dBA or greater shall be trained in the effects of noise on their hearing. The primary component of the training program shall include the following: 1. Job classification and work-task activity which require the use of hearing protection devices. 2. The effects of short-term and long-term hearing exposure on hearing. 1.15 HOT WORK PLAN FOR WELDING, CUTTING AND BRAZING PURPOSE - The purpose of this program is to define safety requirements when performing welding, cutting, brazing, and/or other hot work operations. Before welding, cutting, or heating is commenced on any surface covered by a preservative coating whose flammability is not known, a test shall be made by a competent person to determine its flammability. All work shall conform to the safe practice outlined in Subpart: J 1926.354 of the OSHA Regulations. See Appendix C - Hot Work Permit Use of fuel gas: (1) The employer shall thoroughly instruct employees in the safe use of fuel gas, as follows: Before a regulator to a cylinder valve is connected, the valve shall be opened slightly and closed immediately. (This action is generally termed "cracking" and is intended to clear the valve of dust or dirt that might otherwise enter the regulator.) The person cracking the valve shall stand to one side of the outlet, not in front of it. The valve of a fuel gas cylinder shall not be cracked where the gas would reach welding work, sparks, flame, or other possible sources of ignition. (2) The cylinder valve shall always be opened slowly to prevent damage to the regulator. For quick closing, valves on fuel gas cylinders shall not be opened more than 1 1/2 turns. When a special wrench is Four Seasons Resort Site Specific Safety Plan required, it shall be left in position on the stem of the valve while the cylinder is in use so that the fuel gas flow can be shut off quickly in case of an emergency. In the case of manifold or coupled cylinders, at least one such wrench shall always be available for immediate use. Nothing shall be placed on top of a fuel gas cylinder, when in use, which may damage the safety device or interfere with the quick closing of the valve. (3) Fuel gas shall not be used from cylinders through torches or other devices, which are equipped with, shut off valves without reducing the pressure through a suitable regulator attached to the cylinder valve or manifold. (4) Before a regulator is removed from a cylinder valve, the cylinder valve shall always be closed and the gas released from the regulator. (5) If, when the valve on a fuel gas cylinder is opened, there is found to be a leak around the valve stem, the valve shall be closed and the gland nut tightened. If this action does not stop the leak, the use of the cylinder shall be discontinued, and it shall be properly tagged and removed from the work area. In the event that fuel gas should leak from the cylinder valve, rather than from the valve stem, and the gas cannot be shut off, the cylinder shall be properly tagged and removed from the work area. If a regulator attached to a cylinder valve will effectively stop a leak through the valve seat, the cylinder need not be removed from the work area. (6) If a leak should develop at a fuse plug or other safety device, the cylinder shall be removed from the work area (7) A fire watch shall be maintained for at least a half hour after completion of welding or cutting operations to detect and extinguish possible smoldering fires. No fires shall be fought beyond the incipient stage. 1.16 HOUSEKEEPING PLAN Housekeeping, including the removal of trash and debris from all work areas of the site, will be performed by the subcontractor daily. Waste and scrap created as a result of the scope of work activities of said subcontractor will be hauled from the site. Storage areas shall be kept free from accumulation of materials that constitute hazards from tripping, fire, explosion, or pest harborage. Vegetation control will be exercised when necessary. A plan for removal of scrap and waste/debris shall include: • During the course of construction, alteration, or repairs, form and scrap lumber with protruding nails, and all other debris, shall be kept cleared from work areas, passageways, and stairs, in and around buildings or other structures. • Combustible scrap and debris shall be removed on a daily basis during the course of construction. Safe means shall be provided to facilitate such removal. • Containers shall be provided for the collection and separation of waste, trash, oily and used rags, and other refuse. Containers used for garbage and other oily, flammable, or hazardous wastes, such as caustics, acids, harmful dusts, etc. shall be equipped with covers. Garbage and other waste shall be disposed of at frequent and regular intervals. • Collection and removal of waste/debris and scrap from the structure on a more frequent basis to allow for safe egress/access and prevention of fire hazards. This requirement pertains to all areas that are occupied or in which work is being performed, including parking lots. Lunch trash is included in this requirement. Four Seasons Resort Site Specific Safety Plan Removal of waste materials from elevated locations: • Whenever materials are dropped more than 20 feet to any point lying outside the exterior walls of the building, an enclosed trash chute made of wood, or equivalent material, shall be used. For the purpose of this paragraph, an enclosed chute is a slide, closed in on all sides, through which material is moved from a high place to a lower one. • When debris is dropped through holes in the floor without the use of chutes, the area onto which the material is dropped shall be completely enclosed with barricades not less than 42 inches high and not less than 6 feet back from the projected edge of the opening above. Signs warning of the hazard of falling materials shall be posted at each level. Removal shall not be permitted in this lower area until debris handling ceases above. • All scrap lumber, waste material, and rubbish shall be removed from the immediate work area as the work progresses. • All solvent waste, oily rags, and flammable liquids shall be kept in fire resistant covered containers until removed from worksite. 1.17 ILLUMINATION PLAN FOR WORK • Lighting equipment needed for safe entry and exit, and work within a space must be certified safe for the location. (UL approved, enclosed, and or explosion proof). Portable electric lighting equipment used in wet and/or other conductive locations (drums, tanks, vessels) must be operated at 12 volts or less. 120 volt lights may be used if protected by a ground fault circuit interrupter (GFCI). • Illumination shall be maintained as per the following table. Foot Candles Area of Operation 5 General construction area lighting. 3 Excavation and waste area, access ways, active storage areas, loading docks, refueling, and field maintenance areas. 5 Indoor warehouse, corridors, hallways, and exit ways. 15-30 General construction plant and shops (e.g., mechanical and electrical equipment rooms, carpenter shops, rigging lofts, indoor toilets, locker and change rooms, and active storerooms. 30-50 First Aid stations, infirmaries and offices. A light meter (measuring in Foot Candles) should be used to compare the light level at the working surface if there is any question or concern. Contact the Safety Office for any questions. 1.19 INSPECTION AND MAINTENANCE PROCEDURES Weekly Inspections will be conducted by the project superintendent on all Layton Construction projects. The weekly safety inspection form is in Appendix B. Daily Inspections or Inspection before each use of. confined spaces, excavations, ladders, scaffolds, fall protection equipment, cranes, hoists, rigging equipment, hot work, personal protective equipment, will be required, as specified by the OSHA regulation. Inspection of hand tool and power tools before each use is required. A visual inspection of the crane or derrick, rigging, personnel platform, and the crane or derrick base support or ground shall be conducted by a competent person immediately after the trial lift to determine whether the testing has exposed any defect or produced any adverse effect upon any component or structure. Four Seasons Resort Site Specific Safety Plan All terrain fork lift trucks in use shall meet the applicable requirements of design, construction, stability, inspection, testing, maintenance, and operation, as defined in American National Standards Institute B56.1- 1969, Safety Standards for Powered Industrial Trucks. 1926.602 (c) (1) (vi) Hoists: after assembly and erection of hoists, and before being put in service, an inspection and test of all functions and safety devices shall be made under the supervision of a competent person. A similar inspection and test is required following major alteration of an existing installation. All hoists shall be inspected and tested at not more than 3-month intervals. The employer shall prepare a certification record which includes the date the inspection and test of all functions and safety devices was performed; the signature of the person who performed the inspection and test; and a serial number, or other identifier, for the hoist that was inspected and tested. The most recent certification record shall be maintained on file. 1926.552 (c) (15) Any defects found during inspections which create a safety hazard shall be corrected before hoisting personnel. 1926.550 (g) (5) (iv) Daily inspections of excavations, adjacent areas, and protective systems shall be made by the contractor competent person for evidence of a situation that could result in possible cave-ins, indications of failure of protective systems, hazardous atmospheres, or other hazardous conditions. An inspection shall be conducted by the competent person prior to the start of work and as needed throughout the shift. Inspections shall also be made after every rainstorm or other hazard increasing occurrence. These inspections are only required when employee exposure can be reasonably anticipated. 1926.651 (k) (1) - Subpart P 1926.910 Inspection after blasting. (a) Immediately after the blast has been fired, the firing line shall be disconnected from the blasting machine, or where power switches are used, they shall be locked open or in the off position. At least fifteen (15) minutes shall be allowed for fumes and dust to dissipate before returning to the blast-shot area. The blaster shall check for unfired shots and wet down the area as necessary. Scaffolds shall be inspected on a daily basis (pre-shift) for defects in materials, or missing mud-sills, access ladder, handrails, mid-rails, toe-boards, planking, or non-secured members. Inspection shall be performed by the contractor's competent person. An analysis of scaffold tip over and fall potential shall be performed. Turnbuckles and anchor points shall be evaluated. Scaffolds must meet minimum requirements found in 29 CFR 1926.450 found in Subpart L. A Safe Scaffold Tag shall be applied to the frame at the access point to the scaffold. A green tag shall be applied when the scaffold is safe to use and perform work. A yellow tag shall be applied if additional fall protection or additional safe procedure by people using the scaffold is required (e.g. need to tie off hand tools to prevent falling objects). A red tag shall be applied if the scaffold is not safe to use. See Appendix E Four Seasons Resort Site Specific Safety Plan 1.20 LASERS The following are some common sense rules for using levels, lasers, and transits 1. Set up in low traffic areas and near barriers if possible. 2. Avoid the path of extension cords, welding cables, and air hoses. 3. On a large job use a permanent location if possible. 4. Set up over dirt or grass if possible. 5. Set laser 12 to 18 inches lower than eye level. 1.21 LOCKOUT / TAG OUT - DE-ENERGIZING PLAN The control of electrical energy during the maintenance and/or servicing of electrical equipment is a serious concern at this project site. If an employee is required to remove or bypass a guard or other safety device, this procedure shall be placed into use. Further, if an employee is required to place any part of her/his body into an area of a machine or equipment where the "point of operation" presents a hazard or exposes the person to danger, this program shall be placed into effect. A competent person is required to perform the following Lock Out / Tag Out procedure. Lock Out / Tag Out Sequence - The following is a minimum criterion for de-energizing equipment: a. Notify all affect employees that the equipment will be shut down. b. Authorized employee (Name, Title) shall refer to the manufacturer's specs to identify the type and magnitude of the energy the machine uses. Some equipment operates using various line feeds and voltages. c. If the equipment is operating, shut the machine down be normal means, press stop button, throw switch, etc. d. Locate the energy feed lines, using electrical diagrams, prints and specifications, and deactivate the load side of the equipment from the energy source. e. Lock out the energy isolating device with assigned individual locks. f. Release sources of stored energy (capacitors, springs, air, gas, steam, water, product under pressure, etc.) by dissipating or releasing through bleed off devices. Restraining, blocking, blinding are other means of control. g. Ensure the equipment is de-energized (disconnected) from the energy source by: first assuring there are no personnel exposed, and trying to activate the equipment by pushing the start button. h. The machine is now locked out. Normal operation of electrical equipment does not apply to this section. However the power tool should be un-plugged during changing of a blade, especially if the guard needs to be removed. 1.22 PROCEDURE FOR MAINTAINING ON-SITE RECORDS Layton Construction and all subcontractors shall develop a system for documenting and maintaining records related to safety and health on the project, to include but not be limited to: 1) Safety Meetings, to be performed on a weekly basis 2) Pre-Task-Plans (PTP's), Safe Behavior Observation (SBO's), Tool Box Meetings, Job Hazard Analysis (JHA) will be conducted for Layton Construction employees. These safety management functions are recommended for use by Subcontractors on the project 3) OSHA required postings, records 4) Contractor and Subcontractor Accident Investigations Four Seasons Resort Site Specific Safety Plan 5) Certifications of equipment, operators, training, and first aid. 6) Competent Persons over seeing the hazards addressed in the CFR 1926. 7) Accessibility to these records will be made available to any OSHA Compliance Officer, Representative of the Owner and Layton Management and Employees. Sub-contractors will have limited access to the information and safety training needs, as applicable. 1.23 MATERIAL HANDLING AND STORAGE Layton Construction encourages and endorses the daily warm up known as "Stretch & Flex Studies have found daily warm up helps mitigate the sprains and strains due to lifting and material handling. Inspections. Each day before being used, the sling and all fastenings and attachments shall be inspected for damage or defects by a competent person designated by the employer. Subpart: H 1926.251 Unloading: Prior to unloading steel, poles, cross arms and similar material, the load shall be thoroughly examined to ascertain if the load has shifted, binders or stakes have broken or the load is otherwise hazardous to employees. Unloading or hoisting wood frame joists, wall-studs or trusses shall be performed in accordance with The Layton Companies Safety Handbook, or as detailed in OSHA 1926.205, and 1926.251. Storage. No materials or equipment shall be stored under energized bus, energized lines, or near energized equipment, if it is practical to store them elsewhere. • When materials or equipment are stored under energized lines or near energized equipment, applicable clearances shall be maintained as stated in Table V-l; and extraordinary caution shall be exercised when moving materials near such energized equipment. • Tag line. Where hazards to employees exist, tag lines or other suitable devices shall be used to control loads being handled by hoisting equipment. • All materials stored in tiers shall be stacked, racked, blocked, interlocked, or otherwise secured to prevent sliding, falling or collapse. • Maximum safe load limits of floors within buildings and structures, in pounds per square foot, shall be conspicuously posted in all storage areas, except for floor or slab on grade. Maximum safe loads shall not be exceeded. • Aisles and passageways shall be kept clear to provide for the free and safe movement of material handling equipment or employees. Such areas shall be kept in good repair. • When a difference in road or working levels exist, means such as ramps, blocking, or grading shall be used to ensure the safe movement of vehicles between the two levels. Material storage: • Material stored inside buildings under construction shall not be placed within 6 feet of any hoist way or inside floor openings, nor within 10 feet of an exterior wall which does not extend above the top of the material stored. • Each employee required to work on stored material in silos, hoppers, tanks, and similar storage areas shall be equipped with personal fall arrest equipment meeting the requirements of Subpart M of this part. • Incompatible materials shall be segregated in storage. • Bagged materials shall be stacked by stepping back the layers and cross-keying the bags at least every 10 bags high. • Materials shall not be stored on scaffolds or runways in excess of supplies needed for immediate operations. Four Seasons Resort Site Specific Safety Plan • Brick stacks shall not be more than 7 feet in height. When a loose brick stack reaches a height of 4 feet, it shall be tapered back 2 inches in every foot of height above the 4-foot level. • When masonry blocks are stacked higher than 6 feet, the stack shall be tapered back one-half block per tier above the 6-foot level. Lumber: • Used lumber shall have all nails withdrawn before stacking. • Lumber shall be stacked on level and solidly supported sills. • Lumber shall be so stacked as to be stable and self-supporting. • Lumber piles shall not exceed 20 feet in height provided that lumber to be handled manually shall not be stacked more than 16 feet high. Flammable/Combustible Liquids - shall be stored in accordance with the following: • NFPA 30 (1969) Flammable and Combustible Liquids Code and 1910.178(f) (1). • UL 142-68 Steel above Ground Tanks for Flammable and Combustible Liquids, 1910.106(b) (1) (iii) (a) (1). • When LP-Gas and one or more other gases are stored or used in the same area, the containers shall be marked to identify their content. Marking shall be in compliance with American National Standard Z48.1-1954, "Method of Marking Portable Compressed Gas Containers to Identify the Material Contained", which is incorporated by reference as specified in 1910.6. 1.24 MATERIAL RIGGING AND PERSONNEL HOISTING Material Handling -Rigging Equipment for Material Handling Inspections. Each day before being used, the sling and all fastenings and attachments shall be inspected for damage or defects by a competent person designated by the employer. Following assembly and erection of hoists, and before being put in service, an inspection and test of all functions and safety devices shall be made under the supervision of a competent person. A similar inspection and test is required following major alteration of an existing installation. All hoists shall be inspected and tested at not more than 3-month intervals. The employer shall prepare a certification record which includes the date the inspection and test of all functions and safety devises was performed; the signature of the person who preformed the inspection and test; and a serial number, or other identifier, for the hoist that was inspected and tested. The most recent certification record shall be maintained on file. PERSONNEL HOISTING Aerial Lifts - any vehicle or device that has the following: a. An extendible boom. b. Aerial ladders. c. Articulating boom platforms. d. Vertical towers, in any combination. Use of an aerial lift requires that personnel be tied-off while working/riding on or inside platforms in accordance with 29 CFR 1926.20 and 1926.556. Cranes and Derricks 1926.550 The employer shall designate a competent person who shall inspect all machinery and equipment prior to each use, and during use, to make sure it is in safe operating condition. Any deficiencies shall be repaired, or defective parts replace, before continued use. The erection of wind velometers by the Subcontractor is required for the operation of a crane. Night time lighting of crane booms shall be provided at all times. Four Seasons Resort Site Specific Safety Plan Cranes and Derricks 1926.550 A thorough annual inspection of the hoisting machinery shall be made by a competent person, or by a government or private agency recognized by the U.S. Department of Labor. The employer shall maintain a record of the dates and results of inspections for each hoisting machine and piece of equipment. The personnel platform and suspension system shall be designed by a qualified engineer or a qualified person competent in structural design. A visual inspection of the crane or derrick, rigging, personnel platform, and the crane or derrick base support or ground shall be conducted by a competent person immediately after the trial lift to determine whether the testing has exposed any defect or produced any adverse effect upon any component or structure. At each job site, prior to hoisting employees on the personnel platform, and after any repair or modification, the platform and rigging shall be proof tested to 125 percent of the platform's rated capacity by holding it in a suspended position for five minutes with the test load evenly distributed on the platform (this may be done concurrently with the trial lift). After proof testing, a competent person shall inspect the platform and rigging. Any deficiencies found shall be corrected and another proof test shall be conducted. Personnel hoisting shall not be conducted until the proof testing requirements are satisfied. Rigging equipment for material handling. (a) General. 1. Rigging equipment for material handling shall be inspected prior to use on each shift and as necessary during its use to ensure that it is safe. Defective rigging equipment shall be removed from service. 2. Rigging equipment shall not be loaded in excess of its recommended safe working load, as prescribed in Tables H-1 through H-20 in Subpart H, following 1926.251 for the specific equipment. 3. Rigging equipment, when not in use, shall be removed from the immediate work area so as not to present a hazard to employees. 4. Special custom design grabs, hooks, clamps, or other lifting accessories, for such units as modular panels, prefabricated structures and similar materials, shall be marked to indicate the safe working loads and shall be proof-tested prior to use to 125 percent of their rated load. 5. "Inspections." Each day before being used, the sling and all fastenings and attachments shall be inspected for damage or defects by a competent person designated by the employer. Additional inspections shall be performed during sling use, where service conditions warrant. Damaged or defective slings shall be immediately removed from service. 6. The color code system shall be used on all inspections, including chains, chokers and nylon slings. (b) Alloy steel chains 1. Welded alloy steel chain slings shall have permanently affixed durable identification stating size, grade, rated capacity, and sling manufacturer. 2. Hooks, rings, oblong links, pear-shaped links, welded or mechanical coupling links, or other attachments, when used with alloy steel chains, shall have a rated capacity at least equal to that of the chain. 3. Job or shop hooks and links, or makeshift fasteners, formed from bolts, rods, etc., or other such attachments, shall not be used. 4. Rated capacity (working load limit) for alloy steel chain slings shall conform to the values shown in Table H-1 of Subpart H 1926.251 5. Whenever wear at any point of any chain link exceeds that shown in Table H-2, Subpart H, 1926.251, the assembly shall be removed from service. 6. "Inspections." Four Seasons Resort Site Specific Safety Plan (i) In addition to the inspection required by other paragraphs of this section, a thorough periodic inspection of alloy steel chain slings in use shall be made on a regular basis, to be determined on the basis of: (A) Frequency of sling use; (B) severity of service conditions; (C) nature of lifts being made; and (D) experience gained on the service life of slings used in similar circumstances. Such inspections shall in no event be at intervals greater than once every 12 months. (ii) The employer shall make and maintain a record of the most recent month in which each alloy steel chain sling was thoroughly inspected, and shall make such record available for examination. (c) Wire rope 1. Tables H-3 through H-14 Subpart H, 1926.251 shall be used to determine the safe working loads of various sizes and classifications of improved plow steel wire rope and wire rope slings with various types of terminals. For sizes, classifications, and grades not included in these tables, the safe working load recommended by the manufacturer for specific, identifiable products shall be followed, provided that a safety factor of not less than 5 is maintained. 2. Protruding ends of strands in splices on slings and bridles shall be covered or blunted. 3. Wire rope shall not be secured by knots, except on haul back lines on scrapers. 4. When U-bolt wire rope clips are used to form eyes, Table H-20 of Subpart H, 1926.251, shall be used to determine the number and spacing of clips. (i) When used for eye splices, the U-bolt shall be applied so that the "U" section is in contact with the dead end of the rope. 5. Slings shall not be shortened with knots or bolts or other makeshift devices. 6. Sling legs shall not be kinked. 7. Slings used in a basket hitch shall have the loads balanced to prevent slippage. 8. Slings shall be padded or protected from the sharp edges of their loads. 9. Hands or fingers shall not be placed between the sling and its load while the sling is being tightened around the load. 10. Shock loading is prohibited. 11. A sling shall not be pulled from under a load when the load is resting on the sling. 12. "Minimum sling lengths." (1) Cable laid and 6 X 19 and 6 X 37 slings shall have minimum clear length of wire rope 10 times the component rope diameter between splices, sleeves or end fittings. (ii) Braided slings shall have a minimum clear length of wire rope 40 times the component rope diameter between the loops or end fittings. (iii) Cable laid grommets, strand laid grommets and endless slings shall have a minimum circumferential length of 96 times their body diameter. 13. "Safe operating temperatures." Fiber core wire rope slings of all grades shall be permanently removed from service if they are exposed to temperatures in excess of 200 deg. F (93.33 deg. Q. When non-fiber core wire rope slings of any grade are used at temperatures above 400 deg. F (204.44 deg. C) or below minus 60 deg. F (15.55 deg. C), recommendations of the sling manufacturer regarding use at that temperature shall be followed. 14. "End attachments." (i) Welding of end attachments, except covers to thimbles, shall be performed prior to the assembly of the sling. (ii) All welded end attachments shall not be used unless proof tested by the manufacturer or equivalent entity at twice their rated capacity prior to initial use. The employer shall retain a certificate of proof test, and make it available for examination. Four Seasons Resort Site Specific Safety Plan (d) Natural rope and synthetic fiber 1. General. When using natural or synthetic fiber rope slings, Tables H-15, 16, 17, and 18 of 1926.251 shall apply. 2. All splices in rope slings provided by the employer shall be made in accordance with fiber rope manufacturer's recommendations. (i) In manila rope, eye splices shall contain at least three full tucks, and short splices shall contain at least six full tucks (three on each side of the center line of the splice). (ii) In laid synthetic fiber rope, eye splices shall contain at least four full tucks, and short splices shall contain at least eight full tucks (four on each side of the center line of the splice). (iii) Strand end tails shall not be trimmed short (flush with the surface of the rope) immediately adjacent to the full tucks. This precaution applies to both eye and short splices and all types of fiber rope. For fiber ropes under 1-inch diameter, the tails shall project at least six rope diameters beyond the last full tuck. For fiber ropes 1-inch diameter and larger, the tails shall project at least 6 inches beyond the last full tuck. In applications where the projecting tails may be objectionable, the tails shall be tapered and spliced into the body of the rope using at least two additional tucks (which will require a tail length of approximately six rope diameters beyond the last full tuck). (iv) For all eye splices, the eye shall be sufficiently large to provide an included angle of not greater than 60 deg. at the splice when the eye is placed over the load or support. (v) Knots shall not be used in lieu of splices. 3. "Safe operating temperatures." - Natural and synthetic fiber rope slings, except for wet frozen slings, may be used in a temperature range from minus 20 deg. F (-28.88 deg. Q to plus 180 deg. F (82.2 deg. Q without decreasing the working load limit. For operations outside this temperature range and for wet frozen slings, the sling manufacturer's recommendations shall be followed. 4. "Splicing." Spliced fiber rope slings shall not be used unless they have been spliced in accordance with the following minimum requirements and in accordance with any additional recommendations of the manufacturer. 5. "End attachments." Fiber rope slings shall not be used if end attachments in contact with the rope have sharp edges or projections. 6. "Removal from service." Natural and synthetic fiber rope slings shall be immediately removed from service if any of the following conditions are present: (i) Abnormal wear. (ii) Powdered fiber between strands. (iii) Broken or cut fibers. (iv) Variations in the size or roundness of strands. (v) Discoloration or rotting. (vi) Distortion of hardware in the sling. (e) Synthetic webbing (nylon, polyester, and polypropylene). 1. The employer shall have each synthetic web sling marked or coded to show: (i) Name or trademark of manufacturer. (ii) Rated capacities for the type of hitch. (iii) Type of material. 2. Rated capacity shall not be exceeded. 3. "Webbing." Synthetic webbing shall be of uniform thickness and width and selvage edges shall not be split from the webbing's width. 4. "Fittings." Fittings shall be: (i) Of a minimum breaking strength equal to that of the sling; and (ii) Free of all sharp edges that could in any way damage the webbing. Four Seasons Resort Site Specific Safety Plan Synthetic webbing (nylon, polyester, and polypropylene). 5. "Attachment of end fittings to webbing and formation of eyes." Stitching shall be the only method used to attach end fittings to webbing and to form eyes. The thread shall be in an even pattern and contain a sufficient number of stitches to develop the full breaking strength of the sling. 6. "Environmental conditions." When synthetic web slings are used, the following precautions shall be taken: (i) Nylon web slings shall not be used where fumes, vapors, sprays, mists or liquids of acids or phenolics are present. (ii) Polyester and polypropylene web slings shall not be used where fumes, vapors, sprays, mists or liquids of caustics are present. (iii) Web slings with aluminum fittings shall not be used where fumes, vapors, sprays, mists or liquids of caustics are present. 7. "Removal from service." Synthetic web slings shall be immediately removed from service if any of the following conditions are present: (i) Acid or caustic burns; (ii) Melting or charring of any part of the sling surface; (iii) Snags, punctures, tears or cuts; (iv) Broken or worn stitches; or (v) Distortion of fittings. (t) Shackles and hooks 1. Table H-19 shall be used to determine the safe working loads of various sizes of shackles, except that higher safe working loads are permissible when recommended by the manufacturer for specific, identifiable products, provided that a safety factor of not less than 5 is maintained. 2. The manufacturer's recommendations shall be followed in determining the safe working loads of the various sizes and types of specific and identifiable hooks. All hooks for which no applicable manufacturer's recommendations are available shall be tested to twice the intended safe working load before they are initially put into use. The employer shall maintain a record of the dates and results of such tests. Hoisting and rigging: Pre-shift visual inspection of cranes. Cranes being used in steel erection activities shall be visually inspected prior to each shift by a competent person; the inspection shall include observation for deficiencies during operation. At a minimum this inspection shall include the following: • All control mechanisms for maladjustments; • Control and drive mechanism for excessive wear of components and contamination by lubricants, water or other foreign matter; • Safety devices, including but not limited to boom angle indicators, boom stops, boom kick out devices, anti-two block devices, and load moment indicators where required; • Air, hydraulic, and other pressurized lines for deterioration or leakage, particularly those which flex in normal operation; • Hooks and latches for deformation, chemical damage, cracks, or wear; • Wire rope reeving for compliance with hoisting equipment manufacturer's specifications; • Electrical apparatus for malfunctioning, signs of excessive deterioration, dirt, or moisture accumulation; • Hydraulic system for proper fluid level; • Tires for proper inflation and condition; • Ground conditions around the hoisting equipment for proper support, including ground settling under and around outriggers, ground water accumulation, or similar conditions; Four Seasons Resort Site Specific Safety Plan • The hoisting equipment for level position • The hoisting equipment for level position after each move and setup. If any deficiency is identified, an immediate determination shall be made by the competent person as to whether the deficiency constitutes a hazard. If the deficiency is determined to constitute a hazard, the hoisting equipment shall be removed from service until the deficiency has been corrected. The operator shall be responsible for those operations under the operator's direct control. Whenever there is any doubt as to safety, the operator shall have the authority to stop and refuse to handle loads until safety has been assured. 1926.753 A qualified rigger (a rigger who is also a qualified person) shall inspect the rigging prior to each shift in accordance with Sec. 1926.251, Subpart N. 1.25 MODIFIED / RESTRICTED WORK POLICY Layton Companies has established an Early Return to Work Program. One of the key functions of this program is a modified / restricted work program. Such a program requires planning. Work Care Clinic provides Four Seasons Resort Project medical services and can treat most construction-related injuries/illnesses. Communication with medical administration at Work Care will enable injured employees to be released for modified duty, while their body mends safely. Each subcontractor should endeavor to help in the quick recovery of the employee. Medical release to the site for modified / restricted duty from the medical clinic should be acted upon. 1.26 MOTOR VEHICLES AND MECHANIZED VEHICLES SAFE OPERATION Motor Vehicles on Site - These guidelines must be followed regarding the operation of motor vehicle on site: Each Subcontractor, Sub tier-contractor or vendor/supplier employee driving a motor vehicle on Four Seasons Resort job site shall have a valid driver's license, and each registered motor vehicle shall have a current inspection sticker, if required, by the state of registration. Employee parking shall be designated by the project manager or superintendent at the job site. All Subcontractor, Sub tier-contractor vehicles shall enter and exit the job site only through authorized control points designated by the job site superintendent. Access to the job site with any vehicle shall be designated by the job site superintendent. All passengers shall be transported to and from the site while sitting/riding in seating arranged and designed for passenger travel. All passengers shall wear passive restraints that will require mechanical fastening of seat belts. Machinery and Equipment - All construction equipment windshields and side windows shall be clean and unbroken. Safety equipment such as head, tail, brake and clearance lights, etc., shall be kept clean. Backup alarms shall be in working order on all vehicles with limited or restricted driver vision. Heavy equipment with rotating superstructure such as backhoes and power shovels shall be guarded in such a manner that rotation of the superstructure shall not present danger to pedestrians or infringe into any traffic lane. Four Seasons Resort Site Specific Safety Plan Rollover Protection shall be provided for in accordance with 1926.1001 Minimum performance criteria for rollover protective structures for designated scrapers, loaders, dozers, graders, and crawler tractors. (a) General. This section prescribes minimum performance criteria for rollover protective structures (ROPS) for rubber-tired self-propelled scrapers; rubber-tired front-end loaders and rubber-tired dozers; crawler tractors, and crawler-type loaders, and motor graders. The vehicle and ROPS as a system shall have the structural characteristics prescribed in paragraph (f) of this section for each type of machine described in this paragraph. All Terrain or Rough Terrain Forklift Trucks shall be operated in accordance with ANSI B56.6 - 1994 (ASME B56.6). 1.27 PROCEDURE FOR OSHA INSPECTIONS In the event an OSHA Compliance Officer arrives at Layton Companies Project site, every courtesy will be given. Timely reception by the Layton site superintendent or designee will assure good faith of the seriousness of safety and health on the site. During the Compliance Officer's visit the following protocol will be expected: • Opening Conference, where the contractor may ask "the reason for the visit" • Review safety records, including the OSHA 300 log, safety inspections, JHA's, PTP's, safety training and the names of competent persons • A site survey, which may be the first priority for the OSHA Compliance Officer • Attempt to document and photograph any item the OSHA Officer documents and photographs • Conversations with craft and trade hands. o Site Superintendent shall make every effort to attend the survey o Safety representatives from each Sub or Trade should accompany that portion of the Sub's responsibility o Union representatives should be invited to attend the survey • Closing Conference, to include a review of findings, violations of the ACT, and invitation to attend an informal conference 1.28 PERSONAL PROTECTIVE EQUIPMENT POLICY The Subcontractor shall be responsible for providing and requiring the use of required personal protective equipment for its employee's as required by The Layton Companies Project construction safety representative. A Job Hazard Analysis (JHA) for each operation shall include a hazard assessment relative the need for PPE. A list of minimum Personal Protective Equipment (PPE) includes the following: a. Eye protection by means of goggles or eye glasses with side shields shall be worn at all times on the job site. Eye protection shall meet ANSI Z 87 standards. Face Shields, Goggles and other protective eye and face protection shall be provided and worn by contractors and sub-contractors in the event of possible splash hazard or airborne exposure. See 1926.102 Eye and face protection. See Table E-1 (OSHA 1926.102) for recommended protectors corresponding to various hazards. Laser beam exposure, associated with surveying, requires protection as stipulated in Table E-3 of 1926.102 b. Approved hard hats shall be worn at all times while on the job site. Individual company name/logo identification shall be shown on each hard hat. Hats shall meet ANSI Z89.1 1997 standards. Hard hats may be worn with beaks facing rear for clear (unrestricted) vision by those performing steel erection, welding, rigging, surveying and equipment operations. In this case, the hat's suspension must be reversed and shall be worn in accordance with manufacturer's written instructions. Long hair shall be contained under a hard hat or restrained if said individual is working near an exposure where hair may become entangled. Cowboy style hard hats are not allowed on Layton Companies Projects. Four Seasons Resort Site Specific Safety Plan c. Hearing protection shall be worn when employees are subjected to sound exceeding those listed in Table D-2 (OSHA 1926.52), feasible administrative or engineering controls shall be utilized. If such controls fail to reduce sound levels within the levels of Table D-2, personal protective equipment shall be provided and used to reduce sound levels within the levels of the table. Posting of the area, reminding occupants of the need for hearing protection is required. d. Foot protection. A substantial leather, over-the-ankle boot with a heavy sole and heel are to be worn. Boots with a non-slip sole are recommended. In all cases, the foot wear shall meet ANSI Z41-91, Personal Protection-Protective Footwear relative to the exposure and hazard assessment, per Section 1910.136(b)(1). Rubber boots, with Z41-91 rated protection may be required in wet soil or wet conditions. Steel-toed tennis shoes or low sided shoes are not permitted. e. Welding, cutting and brazing shall be performed only after employees performing or attending to these operating have been fitted with the appropriate PPE, to include: Leather aprons, gloves, long sleeve shirts, and the appropriate eye and face protection as stipulated in 1910.132 through 1910.136. See OSHA 1926.102 - Table E-2 for filter numbers associated with welding operations. f. Gloves shall be worn by all Layton employees. Use of appropriate hand protection for all sub-contractors is strongly suggested, in conjunction with job planning to eliminate hazards to the hands. 1.29 POWDER ACTUATED TOOLS REFERENCE: 29 CFR 1926.302 Powder-actuated tools used by employees shall meet all other applicable requirements of American National Standards Institute, A10.3-1970; Safety Requirements for Explosive-Actuated Fastening Tools. 1. Only employees who have been trained in the operation of the particular tool in use shall be allowed to operate a powder-actuated tool. 2. The tool shall be inspected each day before loading to see that safety devices are in proper working condition. The method of inspection shall be in accordance with the manufacturer's recommended procedure. 3. Any tool found not in proper working order, or that develops a defect during use, shall be immediately removed from service and not used until properly repaired. 4. Personal protective equipment shall be in accordance with Section 1.33 of this manual. 5. Tools shall not be loaded until just prior to the intended firing time. Neither loaded nor empty tools are to be pointed at any employees. Hands shall be kept clear of the open barrel end. 6. Loaded tools shall not be left unattended. 7. Fasteners shall not be driven into very hard or brittle materials including, but not limited to, cast iron, glazed tile, surface-hardened steel, glass block, live rock, face brick, or hollow tile. 8. Driving into materials easily penetrated shall be avoided unless such materials are backed by a substance that will prevent the pin or fastener from passing completely through and creating a flying missile hazard on the other side. 9. No fastener shall be driven into a spalling area caused by an unsatisfactory fastening. 10. Tools shall not be used in an explosive or flammable atmosphere. 11. All tools shall be used with the correct shield, guard, or attachment recommended by the manufacturer. 12. All spent or ejected load-strips shall be deposited in a metal bucket of water. Four Seasons Resort Site Specific Safety Plan 1.30 RESPIRATORY PROTECTION PLAN Respiratory Protection - When required, employees will use '/2 face disposable HEPA respirators. (Either a 3M 6000 face-piece w/ 2097 filter discs, 3M 8233 or other systems approved by the Layton Construction Director of EH&S) Personal Protective Equipment - Unless specifically required for a project, Layton Construction approved PPE items will be used. Note: Respirator usage must comply with all requirements of Layton Construction respiratory protection program. Respiratory Protection Program: (1) If respirators are necessary to protect the health of the employee or whenever respirators are required by the contractor, the following provisions shall be conformed to: • Procedures for selecting respirators for use in the workplace will include sampling and testing of the atmosphere during working conditions, where the substance of concern is being applied or used. Research, using MSDS and manufacturers operating instructions will be reviewed. • Medical evaluations of employees required to use respirators will be performed in accordance with 1910.134, Appendix C. • Fit testing procedures for tight-fitting respirators shall be conducted in accordance with 1910.134, Appendix A • Training and scheduling for cleaning, disinfecting, storing, inspecting, repairing, discarding, and otherwise maintaining respirators will be the responsibility of the job-site superintendent in association with the safety coordinator. • Procedures to ensure adequate air quality, quantity, and flow of breathing air for atmosphere- supplying respirators will be the responsibility of a competent person, at the job site. • Training of employees in the respiratory hazards to which they are potentially exposed during routine and emergency situations will be addressed at the start of each phase of the project. • Training of employees in the proper use of respirators, including putting on and removing them, any limitations on their use and their maintenance will be the responsibility of the employer's site competent person. • Regular and periodic evaluating the effectiveness of the program is the responsibility of the Layton Companies Safety Director. . Where respirator use is not required: The jobsite superintendent will provide respirators at the request of employees. Layton Companies will determine that such respirator use will not in itself create a hazard. When any voluntary respirator use is permissible, Layton shall provide the respirator users with the information contained in 1910.134 ("Information for Employees Using Respirators Alen Not Required Under the Standard"). Layton Companies will provide respirators, training, and medical evaluations at no cost to their employee. Selection of respirators: Layton Companies requires the superintendent, working with the safety coordinator, to evaluate respiratory hazard(s) in the workplace, identify relevant workplace and user factors, and base respirator selection on these factors. Layton Companies will specify the appropriate protective respirators for use in IDLH atmospheres, and limits the selection and use of air-purifying respirators. General requirements: Layton Companies will select and provide an appropriate respirator based on the respiratory hazard(s) to which the worker is exposed and workplace and user factors that affect respirator performance and reliability. • A NIOSH-certified respirator. The respirator shall be used in compliance with the conditions of its certification. Four Seasons Resort Site Specific Safety Plan A full identification and evaluation of the respiratory hazard(s) in the workplace will be performed. This evaluation shall include a reasonable estimate of employee exposures to respiratory hazard(s) and an identification of the contaminant's chemical state and physical form. Where the employer cannot identify or reasonably estimate the employee exposure, the employer shall consider the atmosphere to be IDLH. A selection will be made from a sufficient number of respirator models and sizes so that the respirator is acceptable to and correctly fits the user. Respirators are acceptable and shall be worn: • When engineering controls, work practices, or administrative controls are not feasible for assuring safe and healthful conditions. • Where protection against occasional and/or relatively brief exposure is needed. Use of disposable (one time only) respirators must be approved by the Safety Coordinator and shall only be approved for special uses. 1.31 RETURN TO WORK POLICY AND PROCEDURE Layton Companies endorse the use of and has established an Early Return to Work Program. Employees are able to allow the injury to mend while feeling productive in a controlled environment, while under a doctor's care. A system of designated modified / restricted duty functions that meets the restrictions of range of motion for injured employees is developed with the treating physician. The medical clinic can then perform case management while focusing on the best interests of the injured employee. Four Seasons Resort Site Specific Safety Plan 1.32 SAFETY ORIENTATION CONTRACTOR and SUBCONTRACTOR ACKNOWLEDGMENT OF EMPLOYEE SAFETY TRAINING & ORIENTATION The undersigned have read the Safety Program or had the Safety Program explained to them as part of an orientation meeting prior to working on Four Seasons Resort Project. My signature confirms my understanding on the contents of this Program, and I will conform to the standards of safety conduct outlined in the Program, my employer's safe practices, and all governmental regulations, codes, laws or local ordinances. NAME SIGNATURE NAME SIGNATURE (Type or print name) (Type or print name) Note to Subcontractors and Sub tier Subcontractors: An orientation and training of this Program must be completed prior to assignment of any employee to The Layton Companies Project site. This page shall be provided to The Layton Companies Project Management office upon request. This Safety Program must be made available to all employees on the site at the employee's request. Four Seasons Resort Site Specific Safety Plan 1.33 POLICY FOR ASSIGNING SAFETY RESPONSIBILITY AND DISCIPLINE Subcontractors are responsible for accident prevention and job site and Sub tier-contractor safety. This responsibility can be delegated to subcontractors, and Sub tier-contractors. The Subcontractor's safety representative shall perform the following: a. Appoint a competent person to execute the duties and responsibilities of the Safety Program. Provide weekly reports of any unsafe conditions or practices and report these conditions to the appropriate superintendent for corrective action. b. Participate in and support the Safety Program and other safety procedures specified in the contract. Upon notification of the contract award, adopt the Safety Program and present the Subcontractor's safety program to the job site superintendent. C. Maintain and promptly file accurate reports, including accident and injury reports, as required by government regulations. Furnish a monthly summary of injuries (OSHA Log 300 and first aid logs) upon request. d. Provide for adequate communication with non-English speaking employees to assure their awareness of the safety program. Assure employees are able to read and understand safety signs and warning placards. e. Promptly investigate and take corrective action when unsafe working conditions or methods are detected (e.g., lack of good housekeeping practice, use of equipment in obviously poor condition, failure to adhere to statutory construction regulations, etc.). f. Promptly correct first-time deficiencies by referring the incident to the Subcontractor's supervisor. g. Written notice of any such deficiencies shall be given to the Job Site Superintendent by the Sub tier-contractor. h. Assume responsibility for the proper execution by Subcontractor's personnel, of the obligations specified in this Safety Program. i. Provide appropriate control of the storage and staging of equipment and materials to minimize public access and exposure to attractive nuisance. Project Superintendent Responsibilities The job site superintendent is authorized to stop any construction activity or task which in their judgment, constitutes an impending situation or immediate danger. The job site superintendent will perform the following: a. Review all applicable contract documents for safety-related issues. b. Review Subcontractors' safety programs, the nominees for the positions of Subcontractor's safety representative/supervisors and the descriptions of the hazards peculiar to their work. C. Oversee Subcontractor's conformance to their safety programs and this Program. d. Bring non-compliance action to any Subcontractor, Sub-tier-contractor or employee who is found to be in violation of safety rules or other job site superintendent policies or procedures. e. The job site superintendent shall have no duty or obligation to conduct continuous or exhaustive inspections or observations to check the safety of the project or the safety precautions and programs for the work, since these are the sole responsibility of the Subcontractor under the contract. Four Seasons Resort Site Specific Safety Plan Project Safety Coordinator Responsibilities: Require compliance with all safety and health policies, procedures, codes and regulations. b. Review Subcontractors' safety programs and promote trade contractor's conformance to their own safety programs and this Program. Assure tool box safety talks are performed by all trade subcontractors. Promote Job Hazard Analysis critical tasks. d. Conduct weekly safety meetings with representatives of all trade contractors on project site. These meetings will provide a forum for safety discussion on issues critical to the project's success. Pre-planning of hazardous phases of the project and promoting good partnering between trades will form the meeting's agenda. e. Stop work of any sub-trades or individuals who are in imminent danger or jeopardizing the safety of others on the project. Coordinate incident or near miss investigations, so positive action is taken to prevent future occurrence. f. Assure site safety orientations are provided for all trade hands upon site entry. Insure Material Safety Data Sheets are available to those working with hazardous materials on site. g. Inform the superintendent of repetitive violations of good safe practice. Review trends of unsafe acts or unsafe conditions and advise management of the need to take corrective action. MULTI-EMPLOYER WORKPLACE The Layton Companies Procedures - our workplace super-,-ision is responsible for providing other contractors and the Owner information on the products used in the workplace. How this task is accomplished will depend on good communication and methods of routing information. Subcontractors have an equal responsibility to route information to the general contractor. All Sub-tiers have a responsibility to minimize hazards and exposures. Controllino and correcting those hazards or exposures is an expectation on all Layton Companies project sites. General Contractor or Construction Manager may require come-nunication to be through them on issues of tliis type. Information may be required during the pre-mobilization phase of the project. NON-COMPLIANCE Employee Compliance and Disciplinary Policy: To provide a more meaningful and structured safety program that will ultimately succeed in reducing personal injury and property damage, there must be strict enforcement of the rules. This enforcement policy is meant to convey the message that Layton Construction is committed to providing its employees with a safe and healthy work environment. This disciplinary policy shall be strictly and fairly enforced. All employees of Layton Construction will be subject to this policy. Further, all Subcontractors and Sub-tiers will be subject to this policy. SUMMARY OF DISCIPLINARY PROGRAM: Discipline is intended to preserve good conditions for other Employees and encourage each Employee to be responsible and Four Seasons Resort Site Specific Safety Plan conscientious. Disciplinary action may include verbal warnings, written warnings, and three day suspension with out pay and/or discharge Verbal Direction - in correcting unacceptable behavior, the Superintendent shall review the pertinent facts with the employee. Verbal direction will be given depending on the severity of the violation or misconduct to correct the behavior. For minor offenses with minor consequences, the Employee will be expected to agree to improve behavior. Written Warnings - warnings for Non-Compliance will be issued for unacceptable safety performance or employee misconduct. The written warning will clearly state the safety policy that was violated or details of the misconduct. Based on the severity of the safety violation or misconduct, suspension from work without pay can be enforced along with written warning. Subcontractors can be removed from site at the request of the Layton Superintendent. Suspension or discharge will result from major offenses, those with serious or costly consequences, or for repeated minor offenses for which an Employee shows lack of responsible effort to correct deficiencies. In addition, based on the severity of the safety violation or misconduct, any employee may be recommended for termination from employment on the first offense. The employee's supervisor and a member of management (Project Manager and/or Superintendent) will review each case and determine the appropriate disciplinary action for each offense. 1.34 SAFETY TRAINING REQUIREMENTS PURPOSE - The purpose of this procedure is to define and list the areas within 29 CFR 1926, OSHA's Construction Standards, where a competent person is required to be part of a particular project activity. Training requirements of Supervisors include the ability, knowledge, experience and ability to demonstrate that knowledge to others for the tasks required of subordinates. This experience and ability to train others makes that supervisor at competent person. Documentation of training, by way of attendance list of participants, written test or demonstration of knowledge is necessary. Definition of a competent person, "A competent person is someone who, by reason of education, training and experience, is capable of identifying existing and predictable hazards in the surrounding or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them." Though this may vary in wording throughout the 1926 standards, OSHA's compliance officers use this definition in all cases. OSHA construction standards require competent persons to be on hand during site work. The ability to train other employees, demonstrate safe practice and correct unsafe behavior is included in that responsibility. A list of operations requiring a competent person include, but is not limited to: Welding and Cutting, Respiratory Protection, Scaffolding, Slings / Rigging, Cranes and Derricks, Electrical, Material/Personnel Hoists and Elevators, Fall Protection, Excavations and Trenching, Concrete, Concrete Forms and Shoring, Requirements for Lift Slab Operations, Four Seasons Resort Site Specific Safety Plan Compressed Air, Underground Construction, Demolition - Preparatory Operations, Compressed Air, Lock Out / Tag Out, Ladders Below is a list of areas of operation requiring documented training: Fire Extinguisher use, Fork Lifts & All Terrain Trucks, Aerial Lifts, Scissors Lifts, Powder Actuated Devices, Emergency Action Plan, Medical Services and First Aid, Gases, Vapors, Mists, Fumes & Dusts; Personal Protective Equipment, Lock Out / Tag Out, Confined Space Entry, Hand & Powered Tools. 1.35 SANITATION PLAN Eating areas for employees of Subcontractor and Sub tier-contractors working on the project shall occur only in areas approved by the project superintendent or other authority. Housekeeping and debris removal of lunch - waste is the responsibility of the Subcontractor. Lunchroom facilities location will be designated by the job site superintendent. Potable Drinking water shall be provided by the Employer. Sanitation facilities (port-a-potties) will be provided by the contractor in a ratio of one for every twenty person on site. Hand sanitation stations will be provided. Cleaning of the facilities will be performed once per week. Additional cleaning will occur if needed. 1.36 SIGNS, SIGNALS AND BARRICADES Barricades for protection of employees shall conform to the portions of the American National Standards Institute D6.1-1971, Manual on Uniform Traffic Control Devices for Streets and Highways, relating to barricades. Employees shall obey all posted signs, warning labels, and safety alerts. Barricades shall be erected around areas of hazardous work such as excavations, trenches, overhead hazardous work, open unattended confined spaces, or hazardous storage. Entry into these areas is only allowed by permission of the person directly in charge. Signs and barricades must be placed outside all permit required space to notify personnel that unauthorized entry is prohibited. 1.37 PROCEDURE FOR SITE SAFETY INSPECTIONS The goal of this Safety Program is to identify and evaluate unsafe work conditions and practices so that accidents, injuries, and job-related illnesses are minimized, if not completely eliminated. To this end, Layton Construction has instituted the procedures described in this section of the Safety Program. The principal approach to reducing accidents is through periodic scheduled and unscheduled inspections. Inspections will be conducted as follows: 1. The Foreman shall inspect all employee work areas for safety hazards and unsafe acts daily 2. The Project Manager/Project Superintendent/Safety Coordinator shall inspect the work continuously for unsafe conditions and unsafe acts and document a weekly inspection. Four Seasons Resort Site Specific Safety Plan The Subcontractor and Sub-tiers shall inspect the site daily for unsafe conditions and unsafe acts. These inspections shall be documented once weekly. Other inspections will be conducted: 1. Whenever new substances, processes, procedures, or equipment are introduced to the workplace that represents a new occupational safety and health hazard. 2. Whenever a new or previously unrecognized hazard exists. NON-COMPLIANCE or lack of corrective action should be acted upon in accordance with Section 1.8 of this Safety Program. 1.38 PROCEDURE FOR SITE VISITORS AND VENDORS - SUPPLIERS All visitors are required to check in with the site superintendent before accessing the site. Visitors will observe all safety and environmental health requirements, as stated in the Program Manual, or otherwise directed. Visitors to the site are required to wear hard hats (ANSI 89.1) and eye protection (ANSI Z-87) and proper footwear (ANSI 41-91, and 1910.136(b) (1) while on The Layton Companies site. Personal Protective Equipment is not required inside the jobsite trailer, or going from the parking lot directly to the trailer-office as long as there is no exposure. Vendors, such as truck drivers who deliver earth or concrete to the site are not required to wear PPE only if they remain in the cab of the truck during delivery. 1.39 STAIRWAY, LADDER AND PLATFORMS General requirements (a) A stairway or ladder shall be provided at all personnel points of access where there is a break in elevation of 19 inches (48 cm) or more, and no ramp, runway, sloped embankment, or personnel hoist is provided. (1) Employees shall not use any spiral stairways that will not be a permanent part of the structure on which construction work is being performed. (2) A double-cleated ladder or two or more separate ladders shall be provided when ladders are the only mean of access or exit from a working area for 25 or more employees, or when a ladder is to serve simultaneous two-way traffic. (3) When a building or structure has only one point of access between levels, that point of access shall be kept clear to permit free passage of employees. When work must be performed or equipment must be used such that free passage at that point of access is restricted, a second point of access shall be provided and used. (4) When a building or structure has two or more points of access between levels, at least one point of access shall be kept clear to permit free passage of employees. (b) Employers shall provide and install all stairway and ladder fall protection systems required by this subpart and shall comply with all other pertinent requirements of this subpart before employees begin the work that necessitates the installation and use of stairways, ladders, and their respective fall protection systems. Four Seasons Resort Site Specific Safety Plan Stairways: Stairways shall conform to OSHA - CFR 1926. The following requirements apply to all stairways as indicated: (1) Except during stairway construction, foot traffic is prohibited on stairways with pan stairs where the treads and/or landings are to be filled in with concrete or other material at a later date, unless the stairs are temporarily fitted with wood or other solid material at least to the top edge of each pan. Such temporary treads and landings shall be replaced when worn below the level of the top edge of the pan. (2) Except during stairway construction, foot traffic is prohibited on skeleton metal stairs where permanent treads and/or landings are to be installed at a later date, unless the stairs are fitted with secured temporary treads and landings long enough to cover the entire tread and/or landing area. (3) Treads for temporary service shall be made of wood or other solid material, and shall be installed the full width and depth of the stair. Stair rails and hand rails: The following requirements apply to all stairways as indicated: (1) Stairways having four or more risers or rising more than 30 inches (76 cm), whichever is less, shall be equipped with: (1) At least one handrail; and (ii) One stair rail system along each unprotected side or edge. (2) Mid rails, screens, mesh, intermediate vertical members, or equivalent intermediate structural members, shall be provided between the top rail of the stair rail system and the stairway steps. (i) Mid rails, when used, shall be located at a height midway between the top edge of the stair rail system and the stairway steps. (ii) Screens or mesh, when used, shall extend from the top rail to the stairway step, and along the entire opening between top rail supports. (iii) When intermediate vertical members, such as balusters, are used between posts, they shall be not more than 19 inches (48 cm) apart. (iv) Other structural members, when used, shall be installed such that there are no openings in the stair rail system that are more than 19 inches (48 cm) wide. (3) Hand rails and the top rails of stair rail systems shall be capable of withstanding, without failure, a force of at least 200 pounds (890 n) applied within 2 inches (5 cm) of the top edge, in any downward or outward direction, at any point along the top edge. Stair rails and hand rails: (4) The height of hand rails shall be not more than 37 inches (94 cm) or less than 30 inches (76 cm) from the upper surface of the hand rail to the surface of the tread, in line with the face of the riser at the forward edge of the tread. (5) When the top edge of a stair rail system also serves as a handrail, the height of the top edge shall be not more than 37 inches (94 cm) nor less than 36 inches (91.5 cm) from the upper surface of the stair rail system to the surface of the tread, in line with the face of the riser at the forward edge of the tread. (6) Stair rail systems and handrails shall be so surfaced as to prevent injury to employees from punctures or lacerations, and to prevent snagging of clothing. (7) Handrails shall provide an adequate handhold for employees grasping them to avoid falling. (8) The ends of stair rail systems and hand rails shall be constructed so as not to constitute a projection hazard. Four Seasons Resort Site Specific Safety Plan (9) Handrails that will not be a permanent part of the structure being built shall have a minimum clearance of 3 inches (8 cm] between the hand rail and walls, stair rail systems, and other objects. (10) Unprotected sides and edges of stairway landings shall be provided with guard rail systems, 42 inches in height, with top and mid-rails installed per Subpart M of the OSHA standard. Ladders General. The following requirements apply to all ladders as indicated, including job-made ladders. • Ladders shall be capable of supporting the following loads without failure: • Each self-supporting portable ladder: At least four times the maximum intended load, except that each extra-heavy-duty type IA metal or plastic ladder shall sustain at least 3.3 times the maximum intended load. All ladders shall conform to OSHA CFR 1926.1053 and be inspected and color coded monthly. Use of Ladders - The following requirements apply to the use of all ladders, including job-made ladders, except as otherwise indicated: • When portable ladders are used for access to an upper landing surface, the ladder side rails shall extend at least 3 feet (.9 m) above the upper landing surface to which the ladder is used to gain access; or, when such an extension is not possible because of the ladder's length, then the ladder shall be secured at its top to a rigid support that will not deflect, and a grasping device, such as a grab rail, shall be provided to assist employees in mounting and dismounting the ladder. In no case shall the extension be such that ladder deflection under a load would, by itself, cause the ladder to slip off its support. • Ladders shall be maintained free of oil, grease, and other slipping hazards. • Ladders shall not be loaded beyond the maximum intended load for which they were built, nor beyond their manufacturer's rated capacity. • Ladders shall be used only for the purpose for which they were designed. • Non-self-supporting ladders shall be used at an angle such that the horizontal distance from the top support to the foot of the ladder is approximately one-quarter of the working length of the ladder (ratio of 1:4 ladder base from wall to height of wall). Use of Ladders • Ladders shall be used only on stable and level surfaces unless secured to prevent accidental displacement. • Ladders shall not be used on slippery surfaces unless secured or provided with slip- substitute for care in placing, lashing, or holding a ladder that is used upon slippery surfaces including, but not limited to, flat metal or concrete surfaces that are constructed so they cannot be prevented from becoming slippery. • Ladders placed in any location where they can be displaced by workplace activities or traffic, such as in passageways, doorways, or driveways shall be secured to prevent accidental displacement, or a barricade shall be used to keep the activities or traffic away from the ladder. • The area around the top and bottom of ladders shall be kept clear. • The top of a non-self-supporting ladder shall be placed with the two rails supported equally unless it is equipped with a single support attachment. Four Seasons Resort Site Specific Safety Plan • Ladders shall not be moved, shifted, or extended while occupied. • Ladders shall have nonconductive side rails if they are used where the employee or the ladder could contact exposed energized electrical equipment, except as provided in 1926.951(c)(1) of this part. • The top or top step of a stepladder shall not be used as a step. • Cross-bracing on the rear section of stepladders shall not be used for climbing unless the ladders are designed and provided with steps for climbing on both front and rear sections. • Ladders shall be inspected by a competent person for visible defects on a periodic basis and after any occurrence that could affect their safe use. • Portable ladders with structural defects, such as, but not limited to, broken or missing rungs, cleats, or steps, broken or split rails, corroded components, or other faulty or defective components, shall either be immediately marked in a manner that readily identifies them as defective, or be tagged with "Do Not Use" or similar language, and shall be withdrawn from service until repaired. • Fixed ladders with structural defects, such as, but not limited to, broken or missing rungs, cleats, or steps, broken or split rails, or corroded components, shall be withdrawn from service until repaired. The requirement to withdraw a defective ladder from service is satisfied if the ladder is either: (i) Immediately tagged with "Do Not Use" or similar language; (ii) Marked in a manner that readily identifies it as defective; (iii) Or blocked (such as with a plywood attachment that spans several rungs). An employee shall not carry any object or load that could cause the employee to lose balance and fall. Ropes shall be available at all ladders, being used for access and egress. Training Requirements: The employer shall ensure that a competent person in the following areas, as applicable, has trained each employee: (1) The nature of fall hazards in the work area; (2) The correct procedures for erecting, maintaining, and disassembling the fall protection systems to be used; (3) The proper construction, use, placement, and care in handling of all stairways and ladders; (4) The maximum intended load-carrying capacities of ladders used; and (5) The standards contained in 1926 Subpart X. 1.40 POLICY FOR SUBSTANCE ABUSE To ensure safe and productive working conditions and consistent business operation, Layton Construction prohibits the use, possession, or distribution on its premises, in its work places, or during working time, any of the following: alcoholic beverages, intoxicants, narcotics, illegal or unauthorized drugs or drug paraphernalia. Company employees shall not report for work under the influence of any illegal or unauthorized drug, alcoholic beverage, intoxicant, narcotic, or other controlled substance. This includes legally prescribed drugs and medicines, which may, in any way, adversely affect employee's working ability, alertness and/or coordination or which may adversely affect the safety of others on the job. Four Seasons Resort Site Specific Safety Plan Drug Testing - Consistent with the intent of this policy, Layton Construction reserves the right to drug test potential employees as a condition of employment and thereafter may require randomly selected employees to take drug tests to ensure continuing compliance with Layton Construction's drug policy. Layton Construction also reserves the right to drug test based on reasonable suspicion. Additionally, employees involved in an accident resulting in an industrial injury/illness or an incident which could have resulted in serious injury, death, or equipment damage, are immediately subject to a mandatory drug test. Workers Compensation benefits can be reduced in the event the drug test, after injury, is found to be positive, under Utah State Law. Substances Tested. Specifically, our drug testing facilities test for the following substances: Marijuana, Cocaine, Opiates, Barbiturates, Amphetamines, Benzodiazepines, Phencyclidine, Methadone, Propoxyphene, and Alcohol (if post-accident or reasonable suspicion). Testing Methods and Collection Procedures. The drug testing facility will give the individual being tested a container in which to put the sample. The individual should take the container into a room where there is no running water. The drug testing facility personnel will instruct the individual not to flush the toilet. Once the sample is taken, the individual will return it to drug testing facility personnel, who will dip a quick test indicator into the sample. If the sample is negative, the individual will be asked to dispose of the sample. If the sample is non-negative, drug testing facility personnel will seal and label the sample for further analysis. Searches. Additionally, Layton Construction reserves the right to search any Company property, facilities or equipment, employee vehicles or other personal property if located on Company property or work sites. Layton Construction may seize any controlled substances and report the same to law enforcement personnel. Refusal to submit to such a search will result in suspension and possible termination. Local Law Enforcement will be notified in the event of suspect or unusual activity. Prescription Drugs. Legally prescribed drugs may be permitted on Company premises or work locations provided these drugs are contained in the original prescription container and are prescribed by an authorized medical doctor for the current use of the person possessing the drug. It is the responsibility of each employee who is taking prescribed medication to inform his physician of his job duties and to inform his supervisor of any such medication which would restrict him in performing his duties in a safe and efficient manner. Confidentiality. All information, interview, reports, statements, memorandums, or test results received by Layton Construction and any of its supervisors will be kept as confidential as possible. Employees may request a written copy of the drug test results, and may, upon request, explain a positive test result in a confidential setting by contacting Human Resources. Further, employees and prospective employees may request a retest of the original sample, at their own expense, by contacting the drug testing facility. Disciplinary Action for Drug Policy Violations. Any employee who violates this policy, including failing to pass a drug test, refusing to submit to a drug test, or tampering with or adulterating a sample is subject to disciplinary action, including refusal to hire, immediate termination, immediate removal from a work site, and future prohibition from the premises. Four Seasons Resort Site Specific Safety Plan 1.41 TRENCHINIG AND EXCAVATION POLICY AND PROCEDURE Work Preparation - Earth work A hazardous materials survey by a competent person shall be conducted. The purpose is to determine if any hazardous materials, chemicals, vapors, gases, explosives, flammable liquids, biological, radiological (ionizing or non-ionizing), corrosive, poisonous or other suspect substances require additional action during demolition. This would include any pipes, tanks or other vessels and equipment containing hazardous materials requiring additional controls. Soils Class and Type: A letter - APPENDIX E, from a soils expert is provided as a part of this Safety Program, stating the type of soil located at the Four Seasons Resort Project. These guidelines must be followed in locating utilities: Prior to opening an excavation, underground installations (e.g., sewer, telephone, water, fuel, electric lines) shall be located and protected from damage or displacement. Utility companies and other responsible authorities shall be contacted to locate and mark the locations and, if desired, direct or assist with the protection of the underground installations. All calls to utility agencies or respective agencies shall be documented on a log showing the individual who placed the call, the agency called, the agency's telephone number, the person's name, and the date and time of the call. The agency contact records shall be maintained on file and made available upon request. The Subcontractor shall take all necessary steps to ensure the protection of the utilities from damage. Barricades Adequate physical barrier protection must be provided at all excavations. All open excavations (including trenches, wells, and pits) will be protected by installing covers, using plastic safety fencing, or flagging the excavation with a combination of rope and visible markers. Depending on geographic location, some excavations may require more restrictive barricades such as chain-link fence. Where plastic safety fencing or a combination of rope and visible markers is used to barricade an excavation: a) To prevent sagging, stretch it around the area and tie to secured uprights (steel "T" posts or equivalent.) b) The protection must be located at least two feet back from the edge of the open excavation, three feet in areas with heavy vehicle or equipment travel; and c) Locate the uprights every eight to ten feet around the perimeter of the open excavation. 3. Provide walkways or bridges if employees or equipment may cross over excavations. The walkway or bridge must have standard guardrails with a top rail, intermediate rail, and posts with a vertical height of 42 inches nominal from upper surface of top rail to floor, or walking surface. A four inch toe board is also required if employees will be working under the walkway or bridge. 4. Trenches are not to be entered until it has been inspected by the competent person. Trench crossover must have handrails installed. 5. All excavations shall follow the excavation and trenching program. In addition, trenches shall be visually inspected before backfilling to ensure that it is safe to backfill. Four Seasons Resort Site Specific Safety Plan The Layton Construction Safety Hand Book provides supervisors and/or Competent Persons with the basic steps to plan and execute safe excavation sloping in compliance with current state and federal laws and regulations. All operations involving excavations will conform to OSHA 29 CFR 1926.650 (Sub Part P.) a. When employees work in an open trench, a competent person will be available to observe and monitor trench work operations. b. All trenches or excavations (5) feet or more below grade shall be sloped to the proper angle of repose. If the angle of repose cannot be achieved, the trench shall be shored. All shoring systems shall be sheathing, tight planking or a trenching box approved by the CM/GC. This requirement does not apply to trenches in stable rock. c. Before digging in the earth, the Subcontractor's Safety Supervisor shall approve the work plan and the protection method selected. d. Benching back 2ft x 2ft of a trench wall is acceptable for Class A or B type soils only. e. If a situation is identified as one that could result in possible cave-ins, slides, failure of protective systems, hazardous atmospheres, or other hazardous conditions, exposed workers shall be removed from the hazard, and all work in the excavation shall cease until all necessary safety precautions have been implemented. f. In locations where oxygen deficiency or gaseous conditions are known or suspected, air in the excavation shall be tested prior to the start of each shift, or more often, if directed by the designated authority. A log of all test results shall be maintained at the worksite. g. Coverings for open trenches or excavations shall be of sufficient strength to support the weight of the heaviest vehicle operating on the roadway. h. Materials and equipment shall be stored in approved areas when not in use and situated in a location that will not constitute a hazard to construction operations. The Subcontractor shall inspect all construction and storage areas as often as necessary to be aware of conditions. 1.42 PROCEDURE FOR WEEKLY SAFETY MEETINGS Tool Box Talks are to be held once weekly, by all Subcontractors. All weekly employee safety meetings will include records of attendance, and the topics discussed. The subjects will be germane to the hazards associated with the project phase. Copies of the weekly safety meetings are to be turned in to the project Superintendent. 1.43 OTHER SAFETY PROCEDURES SPECIFIC TO OPERATIONS Activities not addressed above, in the Safety Program, requiring specific safety precautions and procedures, will be provided for by Addendum, as specified in Section 1.4 Procedure for Updating this Safety Program. Four Seasons Resort Site Specific Safety Plan APPENDIX A ACCIDENT AND INCIDENT REPORTING EFFECTIVE 6/28/02 What to do if your employee is injured or becomes ill while working on a Layton Companies Construction Project If the injury/illness is life or limb threatening - call 911 and contact the site safety supervisor for your Contractor and follow their instructions. If the injury/illness does not appear to be life or limb threatening, for on-site medical services contact Layton Companies' designated medical services facility, A supervisor or safety representative must transport the injured/ill employee to the Medical Services Facility. An injured/ill person should NEVER be allowed to drive themselves. If an interpreter is needed the employer should have one available to assist. If the Medical Services Facility is not open, seek the necessary medical attention from closest provider / hospital. Four Seasons Resort Site Specific Safety Plan APPENDIX A ACCIDENT AND INCIDENT REPORTING If the work related injury/illness is reported to Layton Construction and is treated at the Layton Construction Medical Services Facility, then no further reports should be needed. If the work related injury /illness is reported to Layton Construction and is initially treated at the La3ton Construction Medical Services Facility and then sent off-site for further treatment, the Layton Construction Medical Administrator will advise the employee's supervisor of any additional reports that may be needed. If the employee is treated at a hospital, the hospital or clinic must be made aware that they will need to contact Layton Construction immediately at the beginning of the next work shift for insurance claim information. The hospital will perform a certified drug test on the injured employee at a cost to the contractor. The employee's supervisor will need to report to Layton Construction Medical Services Facility at the beginning of the next workday. The employee must report to Layton Construction prior to returning to work. If the work related injury/illness is treated anyplace else, then the employee's supervisor MUST report the injury/illness to the Layton Construction Safety Department immediately, 9020 S Sandy Parkway Sandy UT[FAX 801-563-35171 Attn: Tammy Brand, within one (1) working day of the occurrence of the accident or incident. Four Seasons Resort Site Specific Safety Plan APPENDIX B SUPERVISOR'S WEEKLY SAFETY INSPECTION REPORT Date: Project: Individual Reporting: If any points are unsatisfactory, please provide comments on the lines provided. Z m Z o ° m Z m O _ U w N a a W w N Q N f0 Q N (p C O f6 c O cn D Z (n Z) Z PERSONAL PROTECTIVE EQUIPMENT Hard hats TEMPORARY HEATING Eye, fact & ear protection Away from combustible materials Respiratory protection Air quality monitored Clothing, boots & gloves Qualified person handling propane Employees properly trained Propane properly stored BARRICADES for Traffic Control HOUSEKEEPING & SANITATION Public access (project fence) Passageways & walkways clear Public sidewalks & walkways Regular trash removal Traffic control flagman & spotters Protruding nails bent or pulled Drinking water furnished FIRE PREVENTION Toilets cleaned & stocked Fire extinguishers filled & charged "Flammable" & "No Smoking" signs posted WELDING & CUTTING Inspect for fire hazards Goggles, shield & clothing Regular trash removal performed Compress gas cylinder stored properly Anti-Flashback valves at regulators Fire extinguisher available Fall Protection Fire Watch or monitor on duty Six foot rule being complied with Tie-Off Anchor Adequate & Accessible SCAFFOLD, FLOOR & EDGE PROTECTION Personal fall arrest system 42" hand rails & intermediate rail Floor & wall openings properly guarded EXCAVATION Scaffolding braced, good planks & guardrail Properly sloped, shored or benched Competent Person Identified Inspected by competent personnel Subcontractor employees trained Spoils, tools & equip stored 2' from edge Scaffold If 20' or more, protective sys designed by RPE Proper access & egress ELECTRICAL & TEMPORARY LIGHTING Sufficient light intensity HAZARD COMMUNICATION Light bulb guards in place Hazardous materials inventoried Ground fault circuit interrupter test taken Hazardous materials labeled Mail plug ground pins checked MSDS sheets on hazardous materials Cords in good condition LCC employees trained in haz comm. & PPE HAND TOOLS & EQUIPMENT LADDERS Proper guards in place In good condition Air hose safety clips installed Extended 36" above landing Authorized & trained to operate Properly secured Four Seasons Resort Site Specific Safety Plan APPENDIX C HOT WORK PERMIT ISSUED TO: DATE AND TIME EXPIRATION TO BE USED: DATE AND TIME: LOCATION TO BE USED: SCOPE OF WORK: FIRE PROTECTION (REQUIRED, IF CHECKED) ❑ FIRE EXTINGUISHERS ❑ AREA WET DOWN ❑ SEWERS AND DRAINS COVERED ❑ CHARGED FIRE HOSE ❑ SPARK CONTAINMENT ❑ FLAMMABLES / COMBUSTIBLES REMOVEED / COVERED ❑ MSDS REVIEWED ❑ FIRE WATCH -(REQUIRED FOR % HOUR AFTER WORK ENDS) * NAME OF FIRE WATCH: SITE WORK CHECKLIST ❑ LOCKOUT / TAGOUT ❑ PURGE* ❑ VENTS OPEN ❑ VENTILATION ❑ WATER WASH ❑ BLEEDERS OPEN ❑ DRAINED ❑ STEAMED OUT ❑ LINES UNCOUPLED ❑ EMPTY ❑ LINE BLINDED ❑ VALVES CLOSED * GAS USED FOR PURGING: MSDS REVIEWED ❑ GAS MONITORING REQUIRED ❑ YES ❑ NO TYPE TIME %LEL / PPM TESTER HOT WORK IS AUTHORIZED BY: PERSON RESPONSIBLE FOR HOT WORK SAFETY: THIS PERMIT IS AUTHORIZED FOR ONE SHIFT ONLY (UNLESS OTHERWISE NOTED) AT THE DATE, TIME AND LOCATION SHOWN ABOVE. RETURN THIS PERMIT WHEN WORK IS COMPLETED TO (COMPANY) SAFETY. Four Seasons Resort Site Specific Safety Plan APPENDIX D HAZARD COMMUNICATION - HAZCOM - PROGRAM PURPOSE The purpose of this procedure is to provide a system for communicating Chemical Hazards that might be found in the workplace to employees. APPLICATION This procedure applies to all workplaces where Hazardous Chemicals are used or where they can be expected to result in employee exposures. RESPONSIBILITIES PM/PS - ensure each element of this procedure is fully implemented and enforced by providing materials and support. Including the following elements: ■ Maintain a workplace Inventory List ■ Maintain MSDS's in a central file ■ Train employees who may be exposed to Hazardous Products ■ Label Containers ■ Maintain open access to information for all employees without reprisal or threat of reprisal. Supervisor/Foreman - support the Manager by fully implementing and enforcing these procedures through observation, inspection and maintenance of each element of this procedure. Safety Coordinator - assist in implementation by supporting training and labeling efforts and the procurement of MSDS's and interpretations of information Contractor/Subcontractor - abide by and support these procedures through mutual cooperation and interaction with Contract Coordinator and workplace supervision. Employees - have the responsibility to learn about the Workplace and exercise caution and good judgment in dealing with associated Hazards. This includes the following: (All employees must be trained in HMIS) ■ Right to Know Workplace Hazards (HMIS) ■ Ability to request MSDS's ■ Notifying Employer before bringing a Hazardous Chemical into the work area ■ Right to disclose information to authorized Representatives, such as: Spouse, fellow employees exposed to the same Hazards Physician treating the employee ■ May not disclose information to unauthorized persons, such as: competitors, labor unions, not representing the employee the community SAFE PRACTICES PPE must be pre-approved to meet NIOSH, OSHA and internal FOUR SEASONS RESORT standards. This equipment is listed in a "PPE Catalog" issued to each Supervisor. Copies are available through the Corporate Safety office. For assistance, contact your Safety Coordinator. Awareness training is should be conducted with each product's specific MSDS, for all employees involved in the use, transfer or application of the product. AT NO TIME SHALL EMPLOYEES OF THIS COMPANY RESPOND TO A HAZARDOUS MATERIALS RELEASE OF OTHER ORGANIZATIONS. UNDER NO CIRCUMSTANCES SHALL EMPLOYEES OF THIS COMPANY REPRESENT THEMSELVES AS HAZMAT PERSONNEL. Four Seasons Resort Site Specific Safety Plan APPENDIX D Material Safety Data Sheets (MSDS) are to accompany each product delivered to the site or workplace. If not provided, an MSDS must be obtained from the supplier before materials are used. MSDS's should be requested at the time of ordering, by the purchasing agent. Note: MSDS's expire 3 years after their date of publication. MSDS's will be in English (in the case of non-English speaking employees, all labels, MSDS, and or other written materials shall be in the language of the employee.), and include the following data as minimum: ■ Manufacturers name, address and emergency phone number. ■ Trade name used on the label. ■ Common product names. ■ Common names of hazardous ingredients. ■ Physical and chemical characteristics (appearance, color pressure, solubility, etc.). ■ Fire and explosion hazard data (flash point, extinguishing media, special fire fighting procedures and hazards). ■ Health hazard data (symptoms and effects of overexposure, primary routes of entry, exposure limits and if a carcinogen). ■ Emergency and first aid procedures. ■ Reactivity and incompatibility. ■ Procedures for spills or leaks including waste disposal method. ■ PPE, engineering controls, recommended work practices and appropriate hygiene practices. ■ Precautions for safe handling and storing. ■ Date of preparation or revision of MSDS. ■ MSDS's will be maintained on file, and be readily accessible at the workplace during the work shift. ■ Anytime when FOUR SEASONS RESORT acts as a Distributor supplying products to other Distributor or Employers (such as an Owner or General Contractor), appropriate MSDS's shall be provided with the initial product shipment, and the shipment following a revision to the MSDS. HAZCOM - Product Labels Each container or hazardous product received from a Manufacturer or Distributor shall be delivered with a hazardous warning label affixed. In the case of non-English speaking employees, all labels, MSDS, and or other written materials shall be in the language of the employee. The warning label must: • Identify the hazards of the product (e.g. flammability, toxicity, reactivity) • Contain appropriate hazard warnings for the product and name and address of the Manufacturer, Importer, or Distributor or other responsible party. • In the case of non-English speaking employees, all labels, MSDS, and or other written materials shall be in the language of the employee. • These labels must remain intact at all times. If the label is destroyed or defaced in any manner that renders it unreadable, we must immediately provide a new label for the container or package. The new label shall contain the same information regarding hazard ratings and PPE as the Manufacturer's label. Four Seasons Resort Site Specific Safety Plan APPENDIX D • HMIS or NFPA labels are attached to individual containers where labels have been defaced and rendered unreadable. They are also used where products are transferred from a manufacturer's original container to an unmarked container. These labels must remain intact at all times. If the label is destroyed or defaced in any manner that renders it unreadable, we must immediately provide a new label for the container or package. The new label shall contain the same information regarding hazard ratings and PPE as the Manufacturer's label. HMIS or NFPA labels are attached to individual containers where labels have been defaced and rendered unreadable. They are also used where products are transferred from a manufacturer's original container to an unmarked container. Example: Material received in a 5 -gallon container that is poured into 5 one gallon containers to transport to the job site. All S one gallon containers must have the same type of label as the original 5 -gallon container. Stationary process or bulk containers used for dispensing to smaller containers may be labeled with large HMIS labels or DOT Placards with the product name attached. TRAINING Superintendents have the responsibility to conduct HAZCOM training for all Layton employees and assure that each sub-contractor has performed "Right to Know" or Hazard Communcatio0n training for all sub-tier employees before use, application or transfer of a product is performed at the site or project. New-Hire Orientation. Training should include: ■ Explanation of the HMIS Labeling systems ■ Explanation of an MSDS ■ How to obtain and use appropriate information to the task ■ How to detect presence or release of products ■ How to determine physical and health hazards ■ FOUR SEASONS RESORT specific procedures for personal protection ■ Procedures for safely dealing with `Non-Routine' tasks involving hazardous substances ■ Required PPE and instructions on its use and care. Supplemental and Re-Training are provided when: ■ New products enter the workplace ■ When changes occur in the exposure hazards due to procedural changes ■ Documentation of training will be maintained on the Safety Meeting Sign-In Log Training Resources - include videos, workbooks, MSDS exercises and other support information as may be necessary for site specific training. Four Seasons Resort Site Specific Safety Plan APPENDIX E DANGER THIS SCAFFOLD IS NOT READY FOR USE Because: DO NOT USE!!!! Competent Person: Date: CAUTION THIS SCAFFOLD IS INCOMPLETE Personnel Fall Protection Required RED TAG Four Seasons Resort Site Specific Safety Plan DANGER THIS SCAFFOLD IS NOT READY FOR USE DO NOT USE!!!! Competent Person: I Date: RED TAG CAUTION THIS SCAFFOLD IS INCOMPLETE No Access Ladder No Handrails No Mid-rails Erected No Toe Boards _ Planking Missing _ Not Secured Every 20 Ft. Tip Over Hazard Competent Person: I Date: YELLOW TAG COM SCAT Date Erected: For: To Be Dismantled: Competent Person: Date: If alterations see your Sup, GREI NOTE: Danger and Caution tags must adhere to 29 CFR 1926.200 (Contrasting Lettering on Plain Back} Four Seasons Resort Site Specific Safety Plan APPENDIX F SOILS EXPERT REPORT Q Excavation Plan Four Seasons Resorts Vail, Colorado Prepared By: WVC Company 7302 Ivanhoe Street Commerce City, CO 80022 0 I. Location The Four Seasons Resorts Project is located at the Southwest corner of the intersection of Vail Road and South Frontage Road West. The project borders South Frontage Road West on the North, Vail road to the East and West Meadow Drive to the south. The site is currently a vacant lot of approximately 3 acres and slopes from the north to south. II. Scope of Excavation The proposed building excavation consists of an excavation volume of approximately 162,000 cubic yards. All of the excavation must be exported from the site. The total number of truck loads from the site will be approximately 10,125 loads. All material will be exported to several sites near Eagle Colorado. In addition to the export, WVC Company will also be hauling an additional 5,000 cubic yards of material back to the site for the backfilling the south foundation walls. The import of this material is due to the limited storage areas on the active construction site. III. Excavation Procedure The excavation of the proposed building will be preformed in conjunction with the shoring installation. WVC will start the mass excavation on the Southside of the building foot print simultaneously with the shoring contractor. Once all shoring micro piles have been installed from the surface, WVC will provide excavated benches at the appropriate intervals for the installation of the tie-backs for the shoring contractor. WVC currently expects to haul approximately 1000 cubic yards of material per haul day. The material will be exported from the site using the North entrance or the South Frontage Road West. The initial excavation process will for a short period of time allow WVC to load trucks on the site. WVC will drive trucks on to the site looping trucks through the site and back to the exit on the South Frontage Road West. Once the excavation has proceeded to a point where it is not feasible to load directly on site, WVC will push the export material to the north east corner of the building. The material will be then directly loaded by an excavator into waiting trucks along the South Frontage Road West. (See excavation plan) WVC expects to remove approximately 120,000 cubic yards from the South Frontage Road West entrance. As the shoring walls become complete and the north entrance becomes inaccessible all remaining export material will be exported from the South side of the Project (West Meadow Drive). A&IF" IV. Winter Excavation - Alternate Plan If excavation is to start in November or December the following plan will be adhered to as weather permits. WVC will remove approximately 40,000 CY of material from the site as quickly as possible or as weather permits. The 40,000 CY of material would be enough material to displace the entire shoring area for the shoring contractor. This would allow for the shoring contractor to complete his work through out the winter months. Export of material would then only occur on good weather days. WVC would maintain a small excavation crew on site to excavate shoring walls for tie-back installations during in climate weather days. V. Traffic Control WVC will have a traffic control / pedestrian control plan prepared by a certified traffic control consultant. This plan will incorporate the required flaggers, barriers, and warning signs to safely work in all right of ways and streets. VI. Cleaning streets and Erosion control WVC will have a full time flagger/labor maintaining the streets. WVC does not expect to have a mud problem. However, the streets will be strictly maintained during our construction activities. The erosion control plan will be strictly complied to and best management practices will be in force for the duration of the excavation activities for project. 0-1 ~f~ ~ 1~~ '..w. i J r 1- L T o. , ~R ~ ? fi ~ I~ ~ ~ I Q EDGE OF ASPHALT T A r HA€.T G ~ A Q t.,,4 ~ ~ ••.r. ~ .r,,,,,,,, , ~ GENERU NaTES ~ 1. DATE OF TOPOGRAPHY: JULY 2$, 2006. _ HARK TR POiNT'SPRAp(?LE~,ELEVATION= $2$7.82" f, 2. PRO,~GT BENCHMARK. CON OL . ( NAVD$$ . t } ~ . 3. PEAK LAND SURVEYING, lNC. DID NOT PERFORM A TITLE SEARCH OF THE OUTLINE OF P SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS ORRIGHTS-OF-WAY BUILDING -at..___„ OF RECORD. TOPOGRAPHY WAS DONE FOR DIRT ESTIMATES ONLY. N T COLORADO LAW YOU DUST COMMENCE ANY LEGAL , ° ° 4. NOTICE: AGCOR01 G O ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FlRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION `i BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE GATE OF CERTIFlCATiON SHOWN HEREON. x ~r y„. - I -.it l^ ~ ~ d ~ i? ~ , , my;r. Y SURVEYOR'S CERTIFICATE t/"~ ~ ~r ~ ~ + V~H" y J b BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF ~ THE STATE OF GOIORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS r- ~~r:, MADE'.. BY ME AND UNDER MY SUPERHSION, AND THAT THE MAP iS ACCURATE AND ~ ~ ~ r, CORRECT TO THE BEST OF MY KNOWLEDGE. N ~ <<. i aATE: 1 BRENT BIGGS ~ . ; COLORADO P.LS. 27598 ~ ~,.y µ FOR ~ ON BEHALF OF I~ 3,.~ 4,~. r-' R YING INC. ~ ~ PEAK LAND SU VE ~ ~ ,,n'~` ~ r u. r . ~ ~ .~.u.._ t~ ~y°~ Q ~~t ;x k ts. CONCRETE ,~.w OUTLINE OF H BUILDING C DECK x ® .,.J i , ~ r 1 ~ I ~ ~ 4 ~ 1 . '~1. I ~ 1 ~ ~ ~ ~ , 1 l ~ ~A ~ ~ r' y V'+qt 1 A ~ry ~M A '^,K N 8 0 s °~.r ~ s ~ w 1 4, 4 ..1` D GRAPHIC SCALE t4 ~ D 2D +o 0 ~ ~w a ti {t~) i :....x. _ on s+ "o' d 1a3t4 L1 IF-%F at- ASPHALT `1OPOGK tll(; MAY o ROADWAY v ~ CURVE TABLE 0 CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING o Nsl~ 5$.48 N71-18'1 1"W ti Cl 6-23'09" 525.00. 58.51 29-29' 71- PERMIT BOOKLET UPDATES avton 1h L 9090 South Sandy Parkway Salt Lake City, UT 84070 %A j conIsrRUCr1xG wrrFrJrrrEIcrrrv (801) 568-9090 • FAX (801) 569-5450 Date: 10-25-06 Building Permit: B06-0196 UPDATES FOR G & E PERMIT BOOKLET: Auu the following information: New / Replace Existing Please insert Structural Design Calculations for Earth Retention System information into the Shoring Calculation section. If there are any questions please let me know. Thank you. COGGINS & SC Ad Caisson Drilling, Excavation Shoring, Tieback Anchors STRUCTURAL DESIGN CALCULATIONS EARTH RETENTION SYSTEM for PROJECT NO. - 5117 PROJECT DESCRIPTION: EARTH RETENTION FOUR SEASONS HOTELS AND RESORTS Prepared for CLIENT: LAYTON CONSTRUCTION COMPANY ADDRESS: 9090 SOUTH SANDY PARKWAY CITY: SANDY STATE: UTAH 84070 TEL: 801-568-9090 FAX: 801-569-5450 O REG/ p; NY D~°°.TF 0•,~ ~t~ Pty U: ® ;O . Prepared By: JOHN H. HART, P.E. COGGINS & SONS, INC. DATE: JUNE 15, 2006 lECEIV D ,,I `u m i~LC ~I r'0Gi8I.C1 W'i ,1011 10 R A. R, 0 pp P 4:i~i•~M)if~'L. 4~-•.%`.v~1it': Y:.•c ~~Y Ei'• :I"'_t~:. ~u': )6.: J W "'3 iT S'-jB- ori 0 Tifmn Park Circle • Littleton, Colorado 80125 • (303) 791-9911 o FAX (303) 791-0967 COGGINS & SO NS, INC. m Caisson Drilling, Excavation Shoring, Tieback Anchors EARTH RETENTION CALCULATIONS INDEX for ITEM NO. 1 2 3 4 5 6 6 6 7 8 9 10 11 12 13 PROJECT NO. - 5117 PROJECT: FOUR SEASONS DESCRIPTION "SNAIL" ANALYSIS OF COLUMN #32 SOIL NAIL WALL (TE "SNAIL" ANALYSIS OF COLUMN #38 SOIL NAIL WALL (TE "'SNAIL" ANALYSIS OF COLUMN #46 SOIL NAIL WALL (TE "SNAIL" ANALYSIS OF COLUMN #115 SOIL NAIL WALL (T "SNAIL" ANALYSIS OF COLUMN #159 SOIL NAIL WALL (T "SNAIL" ANALYSIS OF 10 ROWS SOIL NAIL WALL (TEMP "SNAIL" ANALYSIS OF 9 ROWS SOIL NAIL WALL (TEMP.' "SNAIL" ANALYSIS OF 8 ROWS SOIL NAIL WALL (TEMP. "SNAIL" ANALYSIS OF 7 ROWS SOIL NAIL WALL (TEMP. "SNAIL" ANALYSIS OF 6 ROWS SOIL NAIL WALL (TEMP. "SNAIL" ANALYSIS OF 5 ROWS SOIL NAIL WALL (TEMP. "SNAIL" ANALYSIS OF 4 ROWS SOIL NAIL WALL (TEMP "SNAIL" ANALYSIS OF 3 ROWS SOIL NAIL WALL (TEMP FACING DESIGN APPENDIX "A", REFERENCE MATERIAL AND CODES P PAGES S1.0 S2.0-S2.7 S3.0-S3.7 S4.0-S4.9 S5.0-S5-8 S6.0-S6.6 S7.0-S7.7 S8.0 S8.7 S9.0 - S9.6 S10.0 - S10.6 S11.0-S11.6 S1 2.0 - S1 2.6 S1 3.0 - S13.4 S14--- S15.0 QF12 Titan Park Circle • Littleton, Colorado 80125 • (303) 791-9911 • FAX (303) 791-0967 GINS & SONS INC. Name COG PH. (303) 791-9911 FAX (303) 791-0967 PROJECT: PROJECT NO.: CAISSON DRILLING ( a u EARTH RETENTION s or DATE: SUBJECT: TIE BACK ANCHORS Tb?~ ~PSI 7~ gA SuJJt: ~2 - - - - 6 ~ t7 -4 S Co U I r del I-T Z, 1 ' ~ b 6 v(-ovv.a C6 Q ~ i I (i ~ "o- ~ <<'- CGGINS & SONS INC. Name PH. (303) 791-9911 FAX (303) 791-0967 PROJECT: CAISSON DRILLING EARTH RETENTION SUBJECT: TIE BACK ANCHORS _ PROJECT NO.: s `1-7 DATE: / ' z S2. 1 Date: 06-13-2006 Snai14lin 3.10 Minimum Factor of Safety = 2.24 40.0 ft Behind Wall Crest flt Wall Toe H= File: FOURSERS32 LEGEND: = 65.0 Hips = 45.0 Hsi i= 7.0 ft U.aries PHI COH SIG deg psf psi 34 0 20.0 Scale = 10 ft File: FOURSEAS32 Page - 1 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 10:38:55 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 17.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 5.0 Second Slope from 1st slope. = 90.0 14.0 Third Slope from 2nd slope. = 0.0 80.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe - SOIL PARAMETERS Cohesion Bond* Coord Intercept Stress XS1 (Psf) (Psi) (ft) 0.0 20.0 0.0 nds on BSF Factor in Option _nates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. File: FOURSEAS32 WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 40.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 6 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor l 30.0 15.0 11.0 1.13 1.00 2 30.0 15.0 4.0 1.13 1.00 3 30.0 15.0 4.0 1.13 1.00 4 30.0 15.0 6.5 1.25 1.00 5 30.0 15.0 5.0 1.25 1.00 6 30.0 15.0 5.0 1.25 1.00 Page - 2 / File: FOURSEAS32 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.788 4.0 54.8 2.1 79.6 15.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.000 Ksi 3 = 0.000 Ksi 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 2.469 8.0 52.3 7.8 82.6 25.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.288 12.0 40.7 9.5 79.0 25.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) ,r Page - 3 File: FOURSEAS32 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 2.319 16.0 37.8 10.1 72.1 26.1 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.417 20.0 37.8 10.1 64.2 27.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = .45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 2.412 24.0 0.0 4.8 58.2 36.5 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 4 File: FOURSEAS32 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 2.451 28.0 0.0 5.6 54.1 38.2 Reinf. Stress at Level 1 = 34.563 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 2.431 32.0 0.0 6.4 50.4 40.2 Reinf. Stress at Level 1 = 22.636 Ksi (Pullout controls...) 2 = 35.379 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.363 36.0 0.0 7.2 47.1 42.3 Reinf. Stress at Level 1 = 11.236 Ksi (Pullout controls...) 2 = 25.255 Ksi (Pullout controls...) 3 = 39.275 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 12L:7 Page - 5 File: FOURSEAS32 MINIMUM SAFETY FACTOR NODE 10 DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 2.239 40.0 0.0 4.0 40.7 47.5 Reinf. Stress at Level 1 = 5.313 Ksi (Pullout controls...) 2 = 22.005 Ksi (Pullout controls...) 3 = 38.698 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 6 * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 19.231 Kips/level A o4i4-694-108 ' 0606-994-108 L980-18L-£0£ Xtl-4 1188-18L-£0£ M - OLo*s in -'AONYS= - 9SLOB ocmrm - 0 'NOL3UM I x kYMNHYd AONVS HLnOS 0606 3138110'NlIVd NV111 L19966 6 SiNOMdVIOD NV S1310H SNOSV3S a 0 . J N I ` S N O S'2 S N V 10 O ° m S 71, C:> I I I O^I I I I I I I I I I I i ~ ~ I I I - I I 1 1 1 i l IW I I I I I I I I I I I I II I I I I I I II I I I I I I ?I I II II I I I I CI I I~I I I I I I I I I I I I I I I IZ III ICI I I I I I I I I 0 I I N I I IPIco I I=1 I I I I I I I I I I I~ I 1 i I N I I I I I I I I I I I~I~ I I I I~ I I I I II I I I C IC I ~ " I) I 16 0 I ~I I ~ry 3NIlCII80 ~~I-I W ~I - I I I oI~ I I I~10I I I Z I ICI I I I~I I l is - 1 I I l i i t I I I I I I I i I I N v I I I I I I _ II I V I I~ I I 1= ~ C I 1 I I I II 3N1-I AA3dObd' 1 1- 1I I I I 1 ril Nl mI I I I Il I ^ I F ~llI IIIIIIIiillllllllillililll I I I l l l l l l l l l l l l l l l l l I I I IIIIIIIIilllilllllllllllli I I I I I i l l l l l l l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I N O 00 td -.4- N Q 00 cD It N O O ED d- N O 00 O 'd' N O 00 to d N I- 11, to tD tD cD tD 0 0 0 0 0 d' It lqt -4- -4 n n n n M N N N N N o Na Lii J J Q U _ N N 0 m 0 It N O OJ CD ~ N 0 m (D E N O OO 0 N 0 m w 'j N ~ t\ tD tD O O O In ~ lf) to tC') ~t ~ ~ ~ t~ P7 I'7 M N N N N r r r r r r r r r r r r r r r r r r r r r r r r r r C- Page - 1 File: FOURSERS38 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 10:58:55 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 10.7 0.0 ft degree Wall Batter Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 89 9 7.0 11 Second slope from 1st slope. 0 0 _ .0 Third Slope from 2nd slope. : - : 9 10.5 Fourth Slope from 3rd slope. 0 0 = 60.0 Fifth Slope from 3rd slope. 0 0 = 0.0 Sixth Slope from 3rd slope. 0 0 Seventh Slope Angle. . SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe SOIL PARAMETERS Cohesion Bond* Intercept Stress (Psf) (Psi) 0.0 20.0 nds on BSF Factor in Coordi XS1 (ft) 0.0 Option nates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. File: FOURSEAS38 WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 60.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 6 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 30.0 15.0 22.0 1.00 1.00 2 30.0 15.0 4.0 1.00 1.00 3 30.0 15.0 7.0 1.13 1.00 4 30.0 15.0 5.5 1.13 1.00 5 30.0 15.0 8.0 1.25 1.00 6 30.0 15.0 4.7 1.25 1.00 Page - 2 Page - 3 File: FOURSEAS38 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE: P_ PLANE SAFETY BEHIND TOE PLANE ANGLE LENGTH ANGLE LENGTH FACTOR WALL (ft) (dg) (ft) 0 6 26.9 4.7 78.1 8.7 Toe 4.051 . Reinf. Stress at L evel 1 = 2 = 0.000 Ksi 0.000 Ksi 3 = 0.000 Ksi 4 = 5 = 0.000 Ksi 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) DISTANCE LURE LOWER FAILURE UPPE MINIMUM BEHIND pLANE PLANE SAFETY WALL TOE LENGTH L G ANGLE LENGTH AN FACTOR (ft) d e g, (dg) Aft) NODE 2 1 0 2 0.0 7.2 77.8 22.7 3.333 . Reinf. Stress at Level 1 = 0.000 Ksi 000 Ksi 0 2 = 3 = . 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) LURE DISTANCE LOWER FAILURE UPPE MINIMUM pLANE PLANE SAFETY BEHIND WALL O E LENGTH L G E LENGTH AN L E AN FACTOR d e g g de NODE 3 0 18 0.0 7.2 71.7 34.4 3.344 . at Level 1 = 45.000 Ksi (Yield Stress controls.) ) ntrols Reinf. Stress 2 . = 45.000 Ksi (Yield Stress co controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress ontrols.) 6 = 45.000 Ksi (Yield Stress c File: FOURSEAS38 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 2.647 24.0 0.0 12.0 69.8 34.8 Reinf. Stress at Level 1 = 42.507 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.170 30.0 0.0 12.0 61.1 37.3 Reinf. Stress at Level 1 = 16.917 Ksi (Pullout controls...) 2 = 28.369 Ksi (Pullout controls...) 3 = 38.249 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.908 36.0 0.0 7.2 48.6 43.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 16.154 Ksi (Pullout controls...) 3 = 36.283 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 4 Page - 5 File: FOURSEAS38 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE AaegE LEft) Ad g) LENGTH FACTOR WALL TOE NODE 7 42 0 0.0 12.6 48.0 44.0 1.830 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.000 Ksi 3 = 14.669 Ksi (Pullout controls...) 4 = 33.459 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE FACTOR WALL OE ANGLE LENGTH ANGLE LENGTH NODE 8 0 0 g 6 40.4 50.4 1.825 48.0 0.000 Ksi Reinf. Stress at Level 1 = 2 = 0.000 Ksi 3 = 10.869 Ksi (Pullout controls...) 4 = 34.033 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE FACTOR WALL OE AaegE LENGTH Ad g) LENGTH NODE 9 1.845 54.0 0.0 10.8 37.1 54.2 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.000 Ksi 3 = 0.000 Ksi 4 = 24.573 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 6 File: FOURSEAS38 MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE10 0 60 0.0 12.0 34.2 58.1 . 1.931 Reinf. Stress at Level 1 = 2 = 0.000 0.000 Ksi Ksi 3 = 0.000 64 15 Ksi Ksi (Pullout controls...) 4 5 . = = 44.861 Ksi (Pullout controls...) controls.) 6 = 45.000 Ksi (Yield Stress * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: 12.380 Kips/level COGGINS & SONS 1kc. Name PH. (303) 791-9911 t FAX (303) 791 0967 PROJECT: rAISSONDRILLING :ARTH RETENTION SUBJECT: CIE BACK ANCHORS PROJECT NO.: DATE: s4.~ G og49-699-Log ~606-699-tog 'Hd OLO49 In 7,aNVS AVMN21Vd AaNVS HLnoS o606 'ONI '1.NVdWOO NOILOn2)LSNOO NOIky-I S1a0S3N aNV 513 OH SNOSV3S HnOd 1.980-t6L- 9z 0 oavs 00 -~N0a13'l~~n x x 3102LIO HaVd WILL Zt96 C3 (n ON! `SNOS ,g SN! J JOO oI X S4,~ 0 (0 M M M N 00 CD "j- C,4 N N N O OD c0 ~t N O OD tD d N O 00 tD ~M N O lp N r 00 (D CO (D (D tf) tf) Lr) LO In ~t d d r r r -OC) r '00 r r ~ r r r r r r r r r r r r r r 00 I I I I I I I I I I I I 1 V I I I I 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 IIIIII 1111111111 W i l l¢I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 i I I_ a IZI I Iw I I i?I I I I I J IIIIIII11111 1 1 It=1 I 101 pl 1 IV I I I I I I 1 I I I I 1 I I I I IWI^IwIZII I I?I I I 1 ICI I "q~l 1 I I fo~ ~ < :~CQ I~I~I I1~1 I I Iil >~I= I I IjiE; IU) I I I hl I P; I I I I ' m I I IZ ~ - O _ _ 1 O ~ 3N1-10180 I I ItV+~LZ-.il I 1 I I I I 1 1 I jl 1 I~ I° I 1"~I I 1 I I 1 I I I I I I I ' I I I I I I IN I I I I I i I I I J I 3NI-1 kJ83dUdh I I I I ' ' W, I ~ I ~ I I C I I~ I I I I 1 1 ililpll~lllllil I I I I dl I J I I I I I I I 'I I IZI I I I " IIINIIIIIIIII 111NI I~_1 1 1 1 1 1 II 11 1.1 I I I I I I I I I I I I ZIZ I ap¢ I I I I I I I I I I I I o N I I I I I I ~t N w I m I I I I I I I cD N0 00 to N I I I (p N O DO M N N N N ' I 0w N000 ~t~M~ rr r r 00 00 00 00 00 00 co 00 co 0c) 00 (OGGINS & SONStINf . ~a~_-- PH. (303) 791-9911 FAX (303) 791-0967 - 1 - - PROJECT: CAISSON DRILLING EARTH RETENTION SUBJECT: TIE BACK ANCHORS 1, p - 01 Lr,:> (d~ b~ "Z. Nk Y- 3 W ,7,~ Lk-" C 1 I I Vl~ p wk"L~ S K e.,Tt„I i 19,6 -7 4A D t_ PROJECT NO.: DATE: C, ? L16 a s ( USc 1 _ g 60-, 16o) CO -Lb V-SL -Z v C,'-, CAD Foy Ga,.d-rsucV~--- L1F, sc,Nk Any ~hcc~.n 'TQ Scnuc-.-(~-t~z~ wtc' - 3'p I' 3 Qe ~j '3 2. 3.Z IL~ c tiz L A S T ~f L~ r ST U FT a . A7 + P a._ Date: 06-13-2006 SnailWin 3.18 File= FOURSEBSSCORP Minimum Factor of Safety = 1.59 48.0 ft Behind Wall Crest At Wall Tae H= 31.0 ft LEGEND: PS= 65.0 Hips FY= 45.0 Hsi Sh= 7.0 ft Sv=. 5.0 ft GAM PHI COH SIG pof sf Psi 1 130.0 d34 p0 20.0 Scale = i0 ft 99 Surcharge Page - 1 File: FOURSEASSCORP * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 09:22:04 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 31.0 0.0 ft degree Wall Batter Angle Length (Deg) (Feet) First Slope from Wallcrest. = 8.0 15.0 Second Slope from lst slope. _ 0 0 50.0 Third Slope from 2nd slope. _ 0 0 0.0 Fourth Slope from 3rd slope. - = 0 0 0.0 Fifth slope from 3rd slope. . 0 0.0 Sixth Slope from 3rd slope. 0 Seventh Slope Angle. . SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE THE SURCHARGES IMPOSED ON THE SYSTEM ARE: Begin Surcharge - Distance from toe 30.0 ft - 50.0 ft End Surcharge - Distance from toe _ 1000.0 psf/ft Loading Intensity - Begin = 1000.0 psf/ft Loading Intensity - End OPTION #1 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe SOIL PARAMETERS Cohesion Bond* Intercept Stress (Psf) (Psi) 0.0 20.0 nds on BSF Factor in Coordi XS1 (ft) 0.0 Option nates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. File: FOURSEASSCORP WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 60.0 ft you have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETER = 6 Number of Reinforcement Levels - 7.0 ft Horizontal Spacing = 45.0 ksi Yield Stress of Reinforcement = 6.0 in Diameter of Grouted Hole 65.0 kips Punching Shear Reinforcement Parameters) i (Var ng y Vertical Bar vel L Length Inclination Spacing Diameter (in) Bond Stress Factor e (ft) (degrees) (ft) 1 35.0 15.0 2.5 1.25 25 1 1.00 1.00 2 35.0 15.0 5.0 0 5 . 1.25 1.00 3 35.0 15.0 . 5 0 1.25 1.00 4 35.0 15.0 5 0 1.25 1.00 5 35.0 15.0 . 0 5 1.25 1.00 6 35.0 15.0 . Page - 2 i}. File: FOURSEASSCORP FAILURE UPPER F AILURE MINIMUM DISTANCE LOWER PLANE PLANE SAFETY BEHIND ANGLE LENGTH ANGLE LENGTH FACTOR WALL TOE (deg) (ft) (ft) 8 6.6 68 81.7 25.1 Toe 2.017 6.0 . 000 Ksi (Yield 45 Stress controls.) Reinf. Stress at Level 1 = 2 = . 45.000 Ksi (Yield Stress controls.) controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress DISTANCE LOWER FAILURE UPPER FAILURE PLANE MINIMUM SAFETY BEHIND PLANE TH ANGLE LE E L AN LENG FACTOR WALL TOE NG (deg) (ft) g de (ft) NODE 2 61.5 17.6 76.9 15.9 1.968 12.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE PLANE PLANE SAFETY BEHIND FACTOR WALL TOE ANGLE LENGTH AdegE LENGTH t) (ft) (deg) (ft) NODE 3 57,8 23.6 74.9 20.1 1.878 18.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 3 .1, 41. File: FOURSEASSCORP FAILURE UPPER FAILURE MINIMUM DISTANCE LOWER PLANE PLANE SAFETY BEHIND ANGLE LENGTH ANGLE LENGTH FACTOR WALL TOE (deg) (ft) (deg) (ft) (ft) NODE 4 48.0 21.5 68.2 25.8 1.783 24.0 Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) Reinf. 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE PLANE PLANE SAFETY BEHIND FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) NODE 5 46.8 21.9 58.0 28.3 1.745 30.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE PLANE PLANE SAFETY BEHIND FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 36 0 39.8 18,7 52.4 35.4 . 1.644 vel 1 L = 43.224 Ksi (Pullou t contr s ols...) controls.) e Reinf. Stress at 2 = 45.000 Ksi (Yield Stres controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress Page - 4 h File: FOURSEASSCORP MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) LOWER FAILURE UPPER FAILURE PLANE PLANE ANGLE LENGTH ANGLE LENGTH (deg) (ft) (deg) (ft) NODE 7 1.602 42.0 34.2 35.6 57.8 23.6 Reinf. Stress at Level 1 = 15.540 Ksi (Pullout controls...) 2 = 34.440 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 1.586 48.0 26.6 26.8 49.4 36.9 Reinf. Stress at Level 1 = 10.643 Ksi (Pullout controls...) 2 = 23.944 Ksi (Pullout controls...) 3 = 37.245 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 1.642 54.0 30.7 31.4 41.6 36.1 Reinf. Stress at Level 1 = 8.609 Ksi (.Pullout controls...) 2 = 25.105 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4'= 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 5 f: , File: FOURSEASSCORP MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE10 . 1.693 60.0 26.6 26.8 37.9 45.6 Reinf. Stress at Level 1 = 0.681 Ksi (Pullout controls...) 2 = 18.929 Ksi (Pullout controls...) 3 = 37.177 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 28.916 Kips/level Page - 6 ^l ~ (OGGINS 9:~Solls, INC. PH. (303)791-9911 FAX(303)791-0967 CAISSON DRILLING EARTH RETENTION TIE BACK ANCHORS 8lZ l 411./ Name 7". IJ, <\-_.-z- PROJECT. SUBJECT: c oss s PROJECT NO.: DATE: /I WGGINS--t-SONS, INC. Name PH. (303) 791-9911 FAX(303)797-0967 CAISSON DRILLING PROJECT: EARTH RETENTION TIE BACK ANCHORS SUBJECT: < PROJECT NO.: DATE: Cn 1 i W..~--try w S 3-7 44 l b ✓l_ C o tr v l- l O Y > CE~vTL h T P d O A. c..E-4-c7 _ '3 .4 IL ~ r Lc- - IN t L.t ~ 1. f F -k v vv?i 0 '0 TG 1 VP 0-'0 -r C> i2-c-,o v-C-C'. \-f -e-,. Z BPS a IA_ C 1 ~~{'s -f ti t, a-c-P,- 2 Y-- -1 s-~ ) - 14 ~ PROJECT TITLE: FOUR SEASON S Date: 06-13-2006 SnallWin 3.10 File: FOURSEASCANT Minimum Factor of Safety = 1.31 20.0 ft Behind Wall Crest At Wall Toe H= 45.0 LEGEND: PS= 65.0 Hips FY= 45.0 Hs i Sh= 7.0 ft Sv= Uaries GAM PHI COH SIG pcf deg psf psi 1 130.0 34 0 20.0 Scale = 10 ft File: FOURSEASCANT Page - 1 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 10:28:59 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 45.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wall crest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system OPTION #1 Factored Punching shear, Bond & Yield Stress are used. SOIL PARAMETERS Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 130.0 34.0 0.0 20.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: FOURSEASCANT WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 40.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 8 Horizonta l Spacing = 7.0 ft Yield Str ess of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforc ement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 40.0 15.0 12.0 1.25 1.00 2 40.0 15.0 3.0 1.25 1.00 3 40.0 15.0 3.0 1.25 1.00 4 40.0 15.0 5.0 1.25 1.00 5 40.0 15.0 5.0 1.25 1.00 6 40.0 15.0 5.0 1.25 1.00 7 40.0 15.0 5.0 1.25 1.00 8 40.0 15.0 5.0 1.25 1.00 Page - 2 File: FOURSEASCANT Page - 3 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PL ANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH `rte ` (ft) (deg) (ft) (deg) (ft) Toe 1.777 4.0 81.6 27.3 89.9 18.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.468 8.0 70.4 14.3 84.2 31.7 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.354 12.0 65.0 19.9 82.4 27.2 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) File: FOURSEASCANT MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) NODE 4 1.317 LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 16.0 63.5 25.1 78.0 23.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLA NE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.315 20.0 60.9 20.6 69.7 28.8 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.337 24.0 61.9 51.0 89.9 0.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.). 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) Page - 4 ~ '-sue File: FOURSEASCANT MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 1.366 28.0 58.1 53.0 89. Reinf. Stress at Level 1 = 45.000 Ksi (Yield 2 = 45.000 Ksi (Yield 3 = 45.000 Ksi (Yield 4 = 45.000 Ksi (Yield 5 = 45.000 Ksi (Yield 6 = 45.000 Ksi (Yield 7 = 45.000 Ksi (Yield 8 = 45.000 Ksi (Yield MINIMUM DISTANCE LOWER FAILURE SAFETY BEHIND PLANE FACTOR WALL TOE ANGLE LENGTH (ft) (deg) (ft) a 0.0 Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 8 1.409 32.0 54.6 55.2 89.9 0.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 1.465 36.0 51.3 57.6 89.9 0.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 45.000 Ksi (Yield Stress controls.) Page - 5 File: FOURSEASCANT MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) NODE10 LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 1.529 40.0 48.4 60.2 89.9 0.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 4.5.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 39.843 Kips/level *~F*~c ~c k k ~c*~: k k k***k***~c k ~c****F ~c k*~; :F*k**~r ~c k *k Jc :k******~;*******k**~: ***lc it ~c Page - 6 CURINS & SONS, INC. Name PH. (303) 791-9911 FAX(303)791-0967 } o~ S CAISSON DRILLING PROJECT: EARTH RETENTION TIE BACK ANCHORS SUBJECT: OL, t ii~ o-v 37 4 11 _ ~1b2 -tSS` +=i GJ~ou~f Go~vv~wJs o )EP S V kcAkAv'- C-- wArf IDV~C-7t 3k~> cu~~un ' I C? L,-.L--p PROJECT NO.: .s- i' -7 DATE: 6 J v (0]G--GINS & SONS. INC. Name_ PH. (303) 791-9911 FAX(303)797-0967 CAISSON DRILLING PROJECT: EARTH RETENTION TIERACKANCHORS SUBJECT: Ga ` z 3 c~ ~S - R . S Ll + i 2- 4 ",w> PROJECT NO.: S° [ k "I DATE: &I ( l ~ ~ A-~V-A. _ s~ V- o (c-- Date: 06-15-2006 SnailVin 3.10 File: FOURSEASCULOERT Minimum Factor of Safety = 2.42 8.0 ft Behind Mall Crest At Uall Toe H= 16.0 ft LEGEND: PS= 65.0 Dips FY= 45.0 Hsi Sh= 5.0 ft Sv= 4.5 ft GAM PHI COH SIG pcf deg psf psi 1 130.0 34 0 20.0 Scale = 10 ft File: FOURSEASCULVERT Page - 1 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-15-2006 Time: 09:13:25 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wal l Height = 16.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 33.0 6.0 Second Slope from 1st slope. = 0.0 80.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slop e Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. SOIL PARAMETERS Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 130.0 34.0 0.0 20.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: FOURSEASCULVERT WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 40.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 3 Horizontal Spacing = 5.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforc ement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 20.0 15.0 4.0 1.00 1.00 2 20.0 15.0 4.5 1.00 1.00 3 20.0 15.0 4.5 1.00 1.00 Page - 2 4 File: FOURSEASCULVERT MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.458 4.0 57.2 2.2 80.5 17.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 2.422 8.0 25.7 4.4 77.0 17.8 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.790 12.0 28.2 4.1 64.2 19.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 3.320 16.0 31.1 3.7 53.6 21.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 3.828 20.0 25.7 4.4 47.3 23.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Page - 3 y_< r rs'"` NODE 6 4.081 24.0 0.0 9.6 53.2 24.1 _ 0y. oDn ns~ruilo 3 = 45.000 Ks-i7- (Yield MINIMUM DISTANCE LOWER FAILURE SAFETY BEHIND PLANE FACTOR WALL TOE ANGLE LENGTH (ft) (deg) (ft) NODE 7 zc controls... Stress controls.) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 3.886 28.0 0.0 8.4 44.5 27.5 Reinf. Stress at Level 1 = 18.637 Ksi (Pullout controls...) 2 = 40.088 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 3.489 32.0 0.0 9.6 40.7 29.5 Reinf. Stress at Level 1 = 2 = 3 = MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) 8.119 Ksi (Pullout controls...) 31.906 Ksi (Pullout controls...) 45.000 Ksi (Yield Stress controls.) LOWER FAILURE UPPER FAILURE PLANE PLANE ANGLE LENGTH ANGLE LENGTH (deg) (ft) (deg) (ft) NODE 9 3.284 36.0 0.0 10.8 37.4 31.7 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 24.196 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 3.407 40.0 6.9 16.1 35.8 29.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 12.047 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 12.435 Kips/level Ste, 111~ , PROJECT .O,• SEASONS AMR Date : 06-13-2006 Sna i l W i n 3.10 File: FOURSEASIBROVS Minimum Factor of Safety = 1.36 18.0 ft Behind Wall Crest At Wall Toe H= 49.0 LEGEND: PS= 65.0 Hips FY= 45.0 Hs i Sh= 7.0 ft Sv= Uaries GAM PHI COH SIG pcf deg psf psi 1 130.0 34 0 20.0 Scale = 10 ft File: FOURSEAS10ROWS * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:15:48 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 49.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slop e Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe - SOIL PARAMETERS Cohesion Bond* Intercept Stress (Psf) (Psi) 0.0 20.0 nds on BSF Factor in Coord XS1 (ft) 0.0 Option Page - 1 Lnates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. File: FOURSEAS10ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 60.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 10 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 40.0 15.0 3.0 1.25 1.00 2 40.0 15.0 4.5 1.25 1.00 3 40.0 15.0 4.5 1.25 1.00 4 40.0 15.0 5.0 1.25 1.00 5 40.0 15.0 5.0 1.25 1.00 6 40.0 15.0 5.0 1.25 1.00 7 40.0 15.0 5.0 1.25 1.00 8 40.0 15.0 5.0 1.25 1.00 9 40.0 15.0 5.0 1.25 1.00 10 40.0 15.0 5.0 1.25 1.00 -7 Page - 2 File: FOURSEAS10ROWS MINIMUM SAFETY FACTOR DISTANCE BEHIND WALL TOE (ft) LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) Toe 1.643 6.0 78.5 30.0 89.9 19.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.374 12.0 66.8 21.3 83.0 29.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) Page - 3 File: FOURSEAS10ROWS MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) NODE 3 LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 1.363 18.0 63.9 32.7 79.6 19.9 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 1.382 24.0 60.3 33.9 69.8 20.9 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) l Page - 4 File: FOURSEAS10ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.432 30.0 58.5 57.5 89.9 0.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.479 36.0 53.7 60.8 89.9 0.0 Reinf. Stress at Level 1 = 39.691 Ksi (Pullout contr ols...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) Page - 5 File: FOURSEAS10ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLAN E PL ANE FACTOR WALL TOE ANGL E L ENGTH ANGLE LENGTH (ft) (deg ) (ft) (deg) (ft) NODE 7 1.485 42.0 45.6 48 .0 60.3 16.9 Reinf. Stress at Level 1 = 14.123 Ksi (Pullou t contr ols...) 2 = 24.563 Ksi (Pullou t contr ols...) 3 = 37.889 Ksi (Pullou t contr ols...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGL E L ENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 1.473 48.0 41.8 51.5 56.9 17.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 11.058 Ksi (Pullout controls...) 3 = 25.848 Ksi (Pullout controls...) 4 = 42.282 Ksi (Pullout controls...) 5 = 45.000 Ksi. (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) Page 6 File: FOURSEAS10ROWS MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 9 1.476 54.0 42.2 72.9 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 12.703 Ksi (Pullout controls...) 3 = 27.315 Ksi (Pullout controls...) 4 = 43.550 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLA NE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 1.492 60.0 39.2 77.5 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 1.430 Ksi (Pullout controls...) 3 = 17.264 Ksi (Pullout controls...) 4 = 34.857 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 37.664 Kips/level *F k*-k***~c ~c ~:**~c**ic*iei:***k****ic*~: ***-k***~c**-k*F ~c-k-k ~c F**~; ~c*k *~c F****~;***~c* l~ r Page - 7 File: FOURSEAS9ROWS * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:18:09 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 46.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Sevent h Slop e Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION 91 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf). (Degree) 1 130.0 34.0 * Bond Stress also depe - SOIL PARAMETERS Cohesion Bond* Intercept Stress (Psf) (Psi) 0.0 20.0 nds on BSF Factor in Coord XS1 (ft) 0.0 Option Lnates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. Page - 1 File: FOURSEAS9ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 60.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 10 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 40.0 15.0 3.0 1.25 1.00 2 40.0 15.0 5.6 1.25 1.00 3 40.0 15.0 5.6 1.25 1.00 4 40.0 15.0 5.0 1.25 1.00 5 40.0 15.0 5.0 1.25 1.00 6 40.0 15.0 5.0 1.25 1.00 7 40.0 15.0 5.0 1.25 1.00 8 40.0 15.0 5.0 1.25 1.00 9 40.0 15.0 5.0 1.25 1.00 10 0.0 0.0 0.0 0.00 0.00 Page - 2 File: FOURSEAS9ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PL ANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 1.673 6.0 77.7 28.2 89.9 18.4 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.412 12.0 65.5 20.2 82.6 27.8 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi Page - 3 File: FOURSEAS9ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.373 18.0 62.4 31.1 78.9 18.7 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 1.414 24.0 59.2 37.5 70.8 14.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi Page - 4 File: FOURSEAS9ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.481 30.0 56.9 54.9 89. Reinf. Stress at Level 1 = 45.000 Ksi (Yield 2 = 45.000 Ksi (Yield 3 = 45.000 Ksi (Yield 4 = 45.000 Ksi (Yield 5 = 45.000 Ksi (Yield 6 = 45.000 Ksi (Yield 7 = 45.000 Ksi (Yield 8 = 45.000 Ksi (Yield 9 = 45.000 Ksi (Yield 10 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE SAFETY BEHIND PLANE FACTOR WALL TOE ANGLE LENGTH (ft) (deg) (ft) NODE 6 a 0.0 Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) Stress controls.) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 1.545 36.0 52.0 58.4 89.9 0.0 Reinf. Stress at Level 1 = 41.288 Ksi (Pullou t controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi Page - 5 File: FOURSEAS9ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 1.580 42.0 47.6 62.3 89.9 0.0 Reinf. Stress at Level 1 = 27.071 Ksi (Pullout controls...) 2 = 42.749 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 1.595 48.0 43.8 66.5 89.9 0.0 Reinf. Stress at Level 1 = 13.631 Ksi (Pullou t contr ols...) 2 = 31.060 Ksi (Pullou t contr ols...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi Page - 6 J File: FOURSEAS9ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 1.600 54.0 40.4 70.9 89.9 0.0 Reinf. Stress at Level 1 = 0.906 Ksi (Pullout controls...) 2 = 19.991 Ksi (Pullout controls...) 3 = 39.077 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 1.644 60.0 37.5 75.6 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 9.497 Ksi (Pullout controls...) 3 = 30.154 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) 9 = 45.000 Ksi (Yield Stress controls.) 10 = 0.000 Ksi * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 0.000 Kips/level Page - 7 File: FOURSEAS8ROWS Page - 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * c"gj * Date: 06-13-2006 Time: 12:21:15 Project Identification - FOUR SEASONS - WALL GEOMETRY Vertical Wall Height = 37.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wall crest. = 0.0 100.0 Second Slope from lst slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. SOIL PARAMETERS Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 130.0 34.0 0.0 20.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: FOURSEAS8ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 8 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 35.0 15.0 2.3 1.25 1.00 2 35.0 15.0 3.8 1.25 1.00 3 35.0 15.0 3.8 1.25 1.00 4 35.0 15.0 5.0 1.25 1.00 5 35.0 15.0 5.0 1.25 1.00 6 35.0 15.0 5.0 1.25 1.00 7 35.0 15.0 5.0 1.25 1.00 8 35.0 15.0 5.0 1.25 1.00 Page - 2 File: FOURSEASBROWS MINIMUM SAFETY FACTOR Toe 2.048 DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) 5.0 80.1 26.3 UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 87.4 11.1 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLA NE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.839 10.0 67.9 16.0 79.8 22.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.802 15.0 57.0 22.1 80.8 18.7 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) Page - 3 File: FOURSEAS8ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 1.936 20.0 54.2 27.4 74.9 15.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLA NE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.105 25.0 51.8 28.3 63.1 16.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 2.232 30.0 42.8 32.7 67.9 16.0 Reinf. Stress at Level 1 = 29.001 Ksi (Pullout controls...) 2 = 34.235 Ksi (Pullout controls...) 3 = 42.103 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) Page - 4 File: FOURSEAS8ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 2.177 35.0 38.4 35.7 64.7 16.4 Reinf. Stress at Level 1 = 14.206 Ksi (Pullout controls...) 2 = 20.213 Ksi (Pullout controls...) 3 = 31.275 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 2.095 40.0 34.8 38.9 61.6 16.8 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 6.635 Ksi (Pullout controls...) 3 = 21.202 Ksi (Pullout controls...) 4 = 41.044 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.046 45.0 34.4 32.7 45.8 25.8 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 10.707 Ksi (Pullout controls...) 3 = 21.752 Ksi (Pullout controls...) 4 = 40.253 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) Page - 5 File: FOURSEAS8ROWS MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) NODE10 LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 2.026 50.0 31.7 35.2 42.8 27.2 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.514 Ksi (Pullout controls...) 3 = 12.510 Ksi (Pullout controls...) 4 = 33.377 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) 8 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Ave rage Reinforcement Working Force: * 26.821 Kips/level Page - 6 1 c.> 1 File: FOURSEAS7ROWS Page - 1 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:25:04 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 33.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wall crest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slop e Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. SOIL PARAMETERS Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 130.0 34.0 0.0 20.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: FOURSEAS7ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 7 Horizonta l Spacing = 7.0 ft Yield Str ess of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforc ement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 30.0 15.0 3.0 1.25 1.00 2 30.0 15.0 3.5 1.25 1.00 3 30.0 15.0 3.5 1.25 1.00 4 30.0 15.0 5.0 1.25 1.00 5 30.0 15.0 5.0 1.25 1.00 6 30.0 15.0 5.0 1.25 1.00 7 30.0 15.0 5.0 1.25 1.00 Page - 2 510,2 File: FOURSEAS7ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PL ANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.159 5.0 75.8 20.4 89.9 13.2 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.985 10.0 52.9 8.3 79.3 26.9 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.107 15.0 47.7 13.4 75.4 23.9 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) Page - 3 S l v. File: FOURSEAS7ROWS MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) Page - 4 LOWER FAILURE UPPER FAILURE PLANE PLANE ANGLE LENGTH ANGLE LENGTH (deg) (ft) (deg) (ft) NODE 4 2.300 20.0 44.7 14.1 66.6 25.2 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.290 25.0 41.3 30.0 79.3 13.4 Reinf. Stress at Level 1 = 21.853 Ksi (Pullout controls...) 2 = 24.260 Ksi (Pullout controls...) 3 = 34.127 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 2.219 30.0 34.5 29.1 70.0 17.6 Reinf. Stress at Level 1 = 10.058 Ksi (Pullout controls...) 2 = 14.484 Ksi (Pullout controls...) 3 = 18.910 Ksi (Pullout controls...) 4 = 38.693 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) File: FOURSEAS7ROWS MINIMUM DISTANCE SAFETY BEHIND FACTOR WALL TOE (ft) LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) NODE 7 2.139 35.0 35.3 34.3 62.1 14.9 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 6.873 Ksi (Pullout controls...) 3 = 20.572 Ksi (Pullout controls...) 4 = 40.141 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 2.040 40.0 34.5 29.1 45.9 23.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 8.513 Ksi (Pullout controls...) 3 = 18.794 Ksi (Pullout controls...) 4 = 38.693 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.034 45.0 31.4 31.6 42.5 24.4 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.000 Ksi 3 = 10.737 Ksi (Pullout controls...) 4 = 32.445 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) Page - 5 File: FOURSEAS7ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) .(ft) NODE10 2.079 50.0 33.4 59.9 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 1.604 Ksi (Pullout controls...) 3 = 15.998 Ksi (Pullout controls...) 4 = 36.562 Ksi (Pullout controls...) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) 7 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 24.487 Kips/level Page - 6 Date: 06-13-2006 Sna114tin 3.18 File- F0URSEASGROYS c Minimum Factor of Safety = 1.83 10.0 ft Behind Wall Crest At Wall Tae H 32.0 ft LEGEND: PS= 65.0 Kips FY= 45.0 Hsi Sh= 7.0 ft Sv= Uaries GAM PHI COH SIG pcf deg psf psi 1 130.0 34 0 20.0 1 Scale = 10 ft File: FOURSEAS6ROWS Page - 1 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:30:57 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 32.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wall crest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe - SOIL PARAMETERS Cohesion Bond* Intercept Stress (Psf) (Psi) 0.0 20.0 nds on BSF Factor in Coord XS1 (ft) 0.0 Option Lnates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. File: FOURSEAS6ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 6 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 30.0 15.0 3.1 1.25 1.00 2 30.0 15.0 5.4 1.25 1.00 3 30.0 15.0 5.0 1.25 1.00 4 30.0 15.0 5.0 1.25 1.00 5 30.0 15.0 5.0 1.25 1.00 6 30.0 15.0 5.0 1.25 1.00 Page - 2 File: FOURSEAS6ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 1.999 5.0 72.6 3.4 82.1 29.1 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.835 10.0 66.4 17.5 79.4 16.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.925 15.0 58.0 22.6 76.8 13.1 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 3 File: FOURSEAS6ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 2.064 20.0 50.2 25.0 72.6 13.4 Reinf. Stress at Level 1 = 43.572 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.173 25.0 44.9 31.7 75.4 9.9 Reinf. Stress at Level 1 = 24.284 Ksi (Pullout controls...) 2 = 39.610 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 2.156 30.0 43.0 32.8 58.0 11.3 Reinf. Stress at Level 1 = 18.856 Ksi (Pullout controls...) 2 = 35.933 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 9 Stl.4~ File: FOURSEASGROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 2.096 35.0 31.4 24.6 53.9 23.8 Reinf. Stress at Level 1 = 6.066 Ksi (Pullout controls...) 2 = 18.637 Ksi (Pullout controls...) 3 = 30.277 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 2.058 40.0 32.6 23.7 43.8 27.7 Reinf. Stress at Level 1 = 0.880 Ksi (Pullout controls...) 2 = 17.663 Ksi (Pullout controls...) 3 = 33.203 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.098 45.0 30.7 31.4 41.6 24.1 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 6.673 Ksi (Pullout controls...) 3 = 28.546 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) Page - 5 S l l `r- File: FOURSEAS6ROWS MINIMUM DISTANCE LOWER FAILURE SAFETY BEHIND PLANE FACTOR WALL TOE ANGLE LENGTH (ft) (deg) (ft) NODE 10 Page - 6 UPPER FAILURE S (l. PLANE ANGLE LENGTH (deg) (ft) 2.145 50.0 32.6 59.4 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 11.813 Ksi (Pullout controls...) 3 = 32.830 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) 6 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 26.842 Kips/level File: FOURSEASSROWS * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:32:51 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 27.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wall crest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION 41 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe - SOIL PARAMETERS Cohesion Bond* Coord Intercept Stress XS1 (Psf) (Psi) (ft) 0.0 20.0 0.0 nds on BSF Factor in Option Lnates of Boundary YS1 XS2 YS2 (ft) (ft) (ft) 0.0 0.0 0.0 #5 when enabled. Page - 1 S l 2.. , l File: FOURSEAS5ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 5 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 25.0 15.0 3.5 1.13 1.00 2 25.0 15.0 5.0 1.13 1.00 3 25.0 15.0 5.0 1.13 1.00 4 25.0 15.0 5.0 1.13 1.00 5 25.0 15.0 5.0 1.13 1.00 Page - 2 File: FOURSEAS5ROWS MINIMUM SAFETY FACTOR DISTANCE BEHIND WALL TOE (ft) LOWER FAILURE PLANE ANGLE LENGTH (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) Toe 1.797 5.0 53.5 3.4 83.0 24.5 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.728 10.0 63.7 18.1 79.5 11.0 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.866 15.0 50.2 14.1 69.7 17.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) Page - 3 ) -2 - . - File: FOURSEASSROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 2.013 20.0 47.2 14.7 58.3 19.0 Reinf. Stress at Level 1 = 41.654 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.022 25.0 37.6 22.1 60.9 15.4 Reinf. Stress at Level 1 = 19.223 Ksi (Pullout controls...) 2 = 30.615 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 1.998 30.0 36.9 22.5 48.4 18.1 Reinf. Stress at Level 1 = 11.457 Ksi (Pullout controls...) 2 = 28.370 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) Page - 4 File: FOURSEAS5ROWS Page - 5 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 1.998 3 5.0 30.1 16.2 42.0 28.3 Reinf. Stress at Level 1 = 0.822 Ksi (Pullout controls...) 2 = 20.993 Ksi (Pullout controls...) 3 = 41.163 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 2.025 40.0 26.9 17.9 38.2 30.5 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 11.103 Ksi (Pullout controls...) 3 = 33.424 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.067 45.0 2 4.2 19.7 35.0 33.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 1.821 Ksi (Pullout controls...) 3 = 26.160 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) File: FOURSEASSROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 2.154 50.0 28.4 56.8 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 5.893 Ksi (Pullout controls...) 3 = 35.051 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) 5 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 22.650 Kips/level Page - 6 File: FOURSEAS4ROWS Page - 1 * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:34:41 I"- 1, Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 22.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL---------- There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. Unit Friction Soil Weight Angle Layer (Pcf) (Degree) 1 130.0 34.0 * Bond Stress also depe - SOIL PARAMETERS Cohesion Bond* Intercept Stress (Psf) (Psi) 0.0 20.0 nds on BSF Factor in Coord XS1 (ft) 0.0 Option Lnates of Boundary YS1 XS2 YS2 (ft) (ft) (ft; 0.0 0.0 0.0 #5 when enabled. File: FOURSEAS4ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 50.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 4 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 20.0 15.0 3.0 1.00 1.00 2 20.0 15.0 5.0 1.00 1.00 3 20.0 15.0 5.0 1.00 1.00 4 20.0 15.0 5.0 1.00 1.00 Page - 2 l '~3 . -I- File: FOURSEAS4ROWS MINIMUM SAFETY FACTOR Toe 1.716 DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) 5.0 69.3 7.1 UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 80.8 15.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.666 10.0 54.0 13.6 79.7 11.2 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.835 15..0 46.3 15.2 67.8 11.9 Reinf. Stress at Level 1 = 41.184 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 1.903 20.0 39.5 10.4 52.1 19.5 Reinf. Stress at Level 1 = 28.068 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 1.837 25.0 37.0 21.9 49.6 11.6 Reinf. Stress at Level 1 = 6.248 Ksi (Pullout controls...) 2 = 33.531 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deer) (ft) (deq) (ft) Page - 3 P:, R.~i ,7 1 NODE 6 1.838 30.0 36.3 37.2 89.9 0.0 Reinf. Stress at Level 1 = 2.045 Ksi (Pullou t controls...) 2 = 31.822 Ksi (Pullou t controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLA NE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 1.924 35.0 32.2 41.3 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 22.079 Ksi (Pullou t controls...) 3 = 45.000 Ksi (Yield Stress controls.) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 2.021 40.0 20.1 12.8 32.2 33.1 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 1.175 Ksi (Pullout controls...) 3 = 34.432 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.152 45.0 26.1 50.1 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 4.893 Ksi (Pullout controls...) 3 = 44.288 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield S tress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 2.248 50.0 23.7 54.6 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.000 Ksi 3 = 39.391 Ksi (Pullout controls...) 4 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 19.045 Kips/level j ('Z, , File: FOURSEAS3ROWS * CALIFORNIA DEPARTMENT OF TRANSPORTATION * ENGINEERING SERVICE CENTER * DIVISION OF MATERIALS AND FOUNDATIONS * Office of Roadway Geotechnical Engineering * Date: 06-13-2006 Time: 12:36:15 Project Identification - FOUR SEASONS WALL GEOMETRY Vertical Wall Height = 16.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 100.0 Second Slope from 1st slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 SLOPE BELOW THE WALL There is NO SLOPE BELOW THE TOE of the wall SURCHARGE There is NO SURCHARGE imposed on the system. OPTION #1 Factored Punching shear, Bond & Yield Stress are used. SOIL PARAMETERS Unit Friction Cohesion Bond* Coordinates of 'Boundary Soil Weight Angle Intercept Stress XS1 YS1 X52 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) ('ft) (ft) 1 130.0 34.0 0.0 20.0 0.0 0.0 0'i.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. ~I Page - 1 File: FOURSEAS3ROWS WATER SURFACE NO Water Table defined for this problem. SEARCH LIMIT The Search Limit is from 0.0 to 30.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. REINFORCEMENT PARAMETERS Number of Reinforcement Levels = 3 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 6.0 in Punching Shear = 65.0 kips (Varying Reinforcement Parameters) Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 18.0 15.0 3.0 1.00 1.00 2 18.0 15.0 5.0 1.00 1.00 3 18.0 15.0 5.0 1.00 1.00 Page - 2 f ~t- r- File: FOURSEAS3ROWS MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.209 3.0 60.6 1.8 81.7 14.6 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PL ANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 2.219 6.0 56.7 7.7 79.4 9.8 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.616 9.0 49.8 8.4 69.4 10.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 2.964 12.0 41.6 14.4 79.4 6.5 Reinf. Stress at Level 1 = 38.739 Ksi (Pullout controls...) 2 = 45.000 Ksi (Yield Stress controls.) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 3.253 15.0 24.6 11.5 68.1 12.1 Reinf. Stress at Level 1 = 29.415 Ksi (Pullout controls...) 2 = 40.230 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 3.217 18.0 24.0 11.8 57.3 13.3 Reinf. Stress at Level 1 = 21.925 Ksi (Pullout controls...) Page - 3 r 3 = 45.000 Ksi (Yield Stress-==ntrols.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 3.231 21.0 24.6 11.5 46.8 15.4 Reinf. Stress at Level 1 = 16.999 Ksi (Pullout controls...) 2 = 39.339 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 3.154 24.0 14.9 12.4 46.8 17.5 Reinf. Stress at Level 1 = 2.701 Ksi (Pullout controls...) 2 25.042 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 3.021 27.0 16.5 11.3 38.3 20.6 Reinf. Stress at Level 1 = 0.355 Ksi (Pullout controls...) 2 = 28.535 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 3.050 30.0 14.9 12.4 35.4 22.1 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 22.470 Ksi (Pullout controls...) 3 = 45.000 Ksi (Yield Stress controls.) * For Factor of Safety = 1.0 * Maximum Average Reinforcement Working Force: * 13.267 Kips/level FOUR SEASONS - FACING DESIGN NAIL HEAD SERVICE LOAD Ff (p g. 97) 0.7 Ka (SLOPE ACCOUNTED) 0.300 HEIGHT OF WALL ft 58 IN-SITU DENSITY cf) 125 HORIZONTAL SPACING (ft) 7 VERTICAL SPACING ft 5 NAIU$ERVICE$L'OAD KI s W5 60 K FROM CALC FLEXURE STRENGTH VERTICAL SPACING (ft) 5 HOR. SPACING (ft) 7 MESH 4 WALER BARS dia-In 1 0.75 VERTICAL REIN. dia-in 1) 0.63 ADDITIONAL VERT. REIN. dia-In 1 0.63 WALL THICK (in) 7 GROUT HOLE (In) 4 BEARING PLATE 10 STEEL GRADE (psi) 60000 SHOTCRETE sl 4000 Cf (Table 42 .89) 1.50 NAIL HEAD STRENGTH FACTOR 0.70 4 4.0 4.0 0.44 0.31 6:31: 10 0.5 VERTICAL DIRECTION As (yEG)` s . in) 1.22 As P_OS sq.ln)° 0.60 Mv; NEG #-ihlin 4062 v; POS): #46nn . •f •':2047• MHEAD- KI 's) - :103 G ;HEAD", 1115) 7@` 23{`1' HORIZONTAL DIRECTION As NEG §''In =1.72 As(!?OS's, yiq) 2,66 My N..G`p;'Iq)ip '4086, Mai{ P.OS 61s16 ; NOM. HEAD K('s 78 PUNCHING SHEAR Cs Table 4.2 p g. 89 1.5 D'c; in 17- Dc fn 24 Ac (s q. In.), 4$2- A c; s .Inc 13 Vri' Kips : 94 NOMHE/1D kl s 109 AL( •.NAIt HEAD; "'Q4V,ABLErtNAl1:;3F~{FA4~t.0AD,',6 .T~;._ HENCE:t.MAT,EDj;F:ADaSERV1GEil ADi1HENGE:~QK' BEARING PLATE HOLE A OUTSIDE DIA IN PL FOR ASSUMED PLATE SOIL NAIL NUT I ANCHOR THICKNESS "t" NAIL LOAD (Kips) "dim a" (IN) "dim b" (IN) (INCHES) 60 1.5 1.38 0.5 NET AREA CIRCIJR1 NLT CF LC D BEARJNC b ann4 OF NET- NIT LOAD ON NET. SEE f20~}1`11'9 ULT AREA'(dnm a 2(-dlm bl pr ura E4 AREA CG CIRCOM p01SSOnS N. TABLE nt -1111 tI m' llrri redo "V" ~F ;24, c8,:, tyn-fCip)lin 3:4.13 0, r 1' 682",~, 5.`136.. .).3 n o75 0:946 r,. -1.17.-. DEVELOPED LENGTH VERTICAL BARS Cc120' In 3.0 15Db' In d In , 4 3.5 < WALER BARS L` in t -12 Ld = 19 L-db 9PUCE7L`-[H (in), rsz 28'- `"'x428 MESH 1. Ldb).(in 4. Swire+2 in - 6 18 (in) COGGINS & SONS, INC., SHORING DESIGN REFERENCE MATERIALS JOHN H. HART, PE EARTH RETENTION REFERENCE DOCUMENTS & BIBLIOGRAPHY 1) PECK, HANSON & THORNBURN, "FOUNDATION ENGINEERING", SECOND EDITION, 1973. 2) GROUND ANCHORS AND ANCHORED SYSTEMS, GEOTECHNICAL ENGINEERING CIRCULAR NO. 4, FHWA OFFICE OF BRIDGE TECHNOLOGY, JUNE 1999. 3) JOSEPH E. BOWLES, "FOUNDATION ANALYSIS AND DESIGN", FOURTH AND FIFTH EDITIONS, 1988 & 1996. 4) BRAJA M. DAS, "PRINCIPLES OF FOUNDATION ENGINEERING", SECOND EDITION, 1990. 5) HOLTZ AND KOVACS, "AN INTRODUCTION TO GEOTECHNICAL ENGINEERING", 1981. 6) ROBERT M. KOERNER, "DESIGNING WITH GEOSYNTHETICS", THIRD EDITION, 1994. 7) NAVFAC 7.01, "SOIL MECHANICS", SEPTEMBER, 1986 8) NAVFAC 7.02, "FOUNDATIONS AND EARTH STRUCTURES", SEPTEMBER, 1986 9) HANNA, "FOUNDATIONS IN TENSION - GROUND ANCHORS". 10) FHWA/RD-82/047, "TIEBACKS", JULY 1982. 11) PTI, "POST-TENSIONING MANUAL", FIFTH EDITION, 1997. 12) PTI, "RECOMMENDATIONS FOR PRESTRESSED ROCK AND SOIL ANCHORS", THIRD EDITION, 1996. 13) ASCE, "SERVICEABILITY OF EARTH RETAINING STRUCTURES", GSP #42,1994, 14) FHWA, FHWA-RD-75-128, "LATERAL SUPPORT SYSTEMS AND UNDERPINNING", APRIL 1976, VOLUMES I, II, III. 15) ASCE, GEOTECHNICAL SPECIAL PUBICATION NO. 74, "GUIDELINES OF ENGINEERING PRACTICE FOR BRACED AND TIED-BACK EXCAVATIONS". 16) ALAN MACNAB,"EARTH RETENTION SYSTEMS HANDBOOK", 2002. SOIL NAILING REFERENCE DOCUMENTS & BIBLIOGRAPHY 1) ASCE,"SOIL NAILING AND REINFORCED SOIL WALLS", 1992. 2) FHWA/GOLDER PUBLICATION It FHWA-SA-96-069,"MANUAL FOR DESIGN AND CONSTRUCTION MONITORING OF SOIL NAIL WALLS", NOVEMBER 1996. 3) ASCE,"GROUND IMPROVEMENT / GROUND REINFORCEMENT / GROUND TREATMENT" SPECIAL PUBLICATION #69, JULY 1997. 4) XANTHAKOS, ABRAMSON & BRUCE,"GROUND CONTROL AND IMPROVEMENT", 1994. 5) FHWA-IF-03-017 "GEOTECHNICAL ENGINEERING CIRCULAR NO.7-SOIL NAIL WALLS", MARCH 2003 SOFTWARE 1) CALIFORNIA DOT,"SNAIL PROGRAM", VERSION 2.11-PC VERSION. 2) RISA TECHNOLOGIES, "RISA-2D VERSION 4.0, RAPID INTERACTIVE STRUCTURAL ANALYSIS- 2D, FRAME ANALYSIS. 3) GEO-SLOPE INTERNATIONAL, "SLOPE-W", VERSION 5.17 OTHER REFERENCE DOCUMENTS & BIBLIOGRAPHY 1) AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN", NINTH EDITION, 1989 2) AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "MANUAL OF STEEL CONSTRUCTION - LOAD AND RESISTANCE FACTOR DESIGN", THIRD EDITION, 2001 3) ACI 381-99/318R-99, "GUIDING CODE AND COMMENTARY", 1999. 4) ANSI/ASCE 7-95,"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". 5) ACI,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-99) AND COMMENTARY (ACI 318R-99). 6) ANSI/AF&PA NDS-1997,"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". TO 1 j EM ~ I tOGGINS & SO Caisson Drilling, Excavation Shoring, Tieback Anchors Mr. Doug Carley October 16, 2006 Layton Construction 9090 South Sandy Parkway Sandy, Utah 84070 Re: Four Seasons-Utility Conflicts Dear Mr. Carley, The following will provide information regarding our design approach and the diligence, which Coggins and Sons adheres to in integrating existing utilities into our earth retention design. At this time the type of system proposed for this project is a reinforced shotcrete wall with soil nail anchors. Before our proposal is assembled, our engineers perform a complete design, including calculations, and quantities required for the system that will be installed. The design approach includes interpreting data provided in the soil investigation, structural, civil, and architectural drawings, and utilizing one or more computer analysis programs. The programs used for this particular project include, Snail, this program is a soil nail wall design and analysis program developed by the California Department of Transportation. We have used this program on numerous successfully completed projects in the past and have found it to be an excellent method of designing reinforced soil-nail walls. We also utilize a program called Slope/W for additional slope stability analysis. This program is considered "state of the art" by most in the geotechnical field, and provides further confirmation of the design, and required safety factors. Additionally, this project has been designed and will be installed following criteria as out lined in the Federal Highway Administration Manual (FHWA) for soil-nail wall design and construction. Once construction plans have been completed, layout of the future structure and earth retention wall will be accomplished in the field. During this same time period utility locates will be performed to determine every utility that lies within our construction area. Page 2 Utility Conflicts Based on the utility locates, our field supervisor will then determine which utilities can be readily surveyed with accurate horizontal dimensions (tied to building grid layout) as well as vertical elevations. For any utilities, which this information cannot accurately be determined, potholing will be required. Potholing will be performed utilizing a vacuum method. This method is performed by pressured water and suction of materials, so no damage occurs to the utility. As each utility is located, location survey will be performed, again both horizontally and vertically tied to building grids. This procedure will be performed for all utilities with in our work area. This survey information will be assembled by our supervisor and transmitted to Coggins and Sons staff engineer. The engineer will then cut cross-sections reflecting the relationship of the future soil nails and existing utilities. These cross sections will be "cut" as often as necessary to assure utilities will not be disturbed, interrupted or damaged. If, during the cross-section process it is determined that there is interference between soil- nails and utilities, our engineer will provide design modifications, which may include, adjustments in soil-nail elevation, location, or angle of inclination, to eliminate the conflict. The process described above has worked very well for Coggins and Sons on many projects through out Colorado and the Rocky Mountain region, including the Sonnenalp and One Willow Bridge in the town of Vail. We are confident that this procedure will work just as well on this project. Please feel free to call if you require further clarification of the process described above. Sincerely, Larry Coggins ~J COGGI NS & SONS, INC. Caisson Drilling, Excavation Shoring, Tieback Anchors August 30, 2006 Layton Construction Company, Inc. RECEIVED 9090 South Sandy Parkway A1,sI 3 Sandy, UT 84070". The Layton ComAanie~ Attention: Doug Carley Subject: AMEC Earth Retention Review We have reviewed AMEC's earth retention review report dated June 30, 2006. In general, we agree with their comments and appreciated their review effort. AMEC's summary determined two deficiencies. We have revised our earth retention design to strengthen the deficiencies. In lieu of a micropile cantilever system, we have switched to a soldier beam and lagging cantilever system. Please find attached revised calculations and earth retention drawings reflecting changes. If you have any questions, please feel free to call. Sincerely, O•REG/S /e :M e . 1 e ~ tG eeeeO4e•osoa6io'V• e John H. Hart, PE-.,r 9512 Titan Park Circle • Littleton, Colorado 80125 • (303) 791-9911 • FAX (303) 791-0967 COGGINS & SC T~ DNS, INC. Caisson Drilling, Excavation Shoring, Tieback Anchors DESIGN CALCULATIONS STRUCTURAL EARTH RETENTION SYSTEMRECEIVED for PROJECT NO. - 5117 PROJECT DESCRIPTION: EARTH RETENTION FOUR SEASONS HOTELS AND Prepared for UL-1,T: LAYTON CONSTRUCTION COMPANY ADDRESS: 9090 SOUTH SANDY PA g4070Y CITY: SANDY STATE: UTAH AUG 3 1 2006 The Layton Companipts TEL: 801-568-9090 FAX: 801-569-5450 0 REG/ D ° v:0 Ufa SS~OidA'~ Prepared By: JOHN H. HART, P.E. COGGINS & SONS, INC. DATE: August 28, 2006 r,„ i~rarin 80125 ° (303) 791-9911 . FAX (303) 791-0967 COGGINS & SO NS, INC. Caisson Drilling, Excavation Shoring, Tieback Anchors EARTH RETENTION CALCULATIONS INDEX for PROJECT NO. - 5117 PROJECT: FOUR SEASONS PAGES ITEM NO UE5%RiP T i0i~ S1.0-S1.2 1 2 3 4 SOILS "RISA-2D" ANALYSIS OF 7'-0" CANTILEVER "RISA-2D" ANALYSIS OF 10'-0" CANTILEVER "RISA-2D" ANALYSIS OF 13'-0" CANTILEVER S2.0 - S2.4 S3.0 - S3.4 S4.0 - S4.4 S5.0 - S5.2 F 6 7 8 i~l~tL IECKS "L-PILE 5.0" ANAL 3K-D "-U" EXPOSED - 8'-0" EMBED "L-PILE 5.0" ANALYSIS 10'-0" EXPOSED -10'-0" EMBED "L-PILE 5.0" ANALYSIS 13'-0" EXPOSED -12'-0" EMBED S6.0 - S6.6 S7.0-S7.6 S8.0-S8.6 APPENDIX "A", REFERENCE MATERIAL AND CODES APPENDIX "B". LAGGING DESIGN CRITERIA AND REFERENCES fl ~ Jl u COGGINS & SONS INC. Name t pH. (303) 791-9911 FAX (303) 791-0967 PROJECT: S S S CAISSON DRILLING IRTH RETENTION SUBJECT: -IE BACK ANCHORS U-S L= ~i G C t`U= L~ v.tSC. <a.. C w c~ i v~ t_' 4 r7 S~N~ ]2 ! 2c.-:;, oS ~`taY ~ lvS ;gyp, I ~ GOwS~~i~ ~\,C) s- 1 t'7 PROJECT NO.:- DATE: 17 1 W .i. u- Ta 01 C c f v i 12' `f~' o v v C c, Y r -i4 41 r ' v D u O O X61'1 ~ C , L V f (OGGINS & SONS► INC. Name T PH. (303) 791- 9911 FAX(303)T91-0967 S` ` PROJECT: PROJECT NO.: CAISSON DRILLING .z 1 4, ARM RETENTION SUBJECT: G°" s s S DATE: TIE BACK ANCHORS 4 0~74711-4 417 _'c 4~ ~ ! ~ dS ~a~, 6z l - 6 Z. t g b.. \ _ r br LCf L nRE'/ER COGGINS AND SONS, INC JOHN H. HART, PE 5117 FOUR SEASONS Aug 28, 2006 at 10:14 AM 7 FT HEIGHT.r2d 4 C w t4 k RCOGGINS AND SONS, INC JOHN H. HART, PE 5117 FOUR SEASONS Aug 28, 2006 at 10:14 AM 7 FT HEIGHT.r2d Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:14 AM Job Number : 5117 FOUR SEASONS Checked By: jr Hot Rolled Steel Properties I AhPI F N,,zil r rl eil ~I,i TL /1~GG c\ n :a..n.ir nm 1 A36 Gr.36 29000 11154 .3 .65 .49 w of 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Desi n List Type Material Des' n Rules A in2 1(90,270) i... I 0 180 in4 1 HR1A W14X30 Wide Flange Beam A572 Gr.50 Typical 8.85 19.6 291 Hot Rolled Steel Design Parameters Label Shape Len th ft Lb-out f t L b - i n f t L c o m to ...Lcom bot K-out K-in Cm Cb Out s... In swa 1 M1 HR1A 7 1 Joint Coordinates and Temperatures I ahPl X rftl v rai T rM 1 N1 0. 7. O , 2 N2 0 0 0 Joint Boundary Conditions Joint Label x k/in Y k/in Rotation k-ft/rad Footing 1 N2 Reaction Reaction Reaction Member Primary Data Label I Joint J Joint Rotate de Section/Shape Design List Type Material Desi n Rules 1 M1 N1 N2 HR1A Wide Flange Beam A572 Gr.50 T ical Member Distributed Loads (BLC 1 : SOIL) Member Label Direction Start Ma nitude k/ft,... End Ma nitude k/ft d... Start Location ft % End Location ft 1 M 1 X 0 -2.3 0 0 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in,rad k`s^2/ft No Data to Print Member Point Loads Member Label Direction Ma nitude k,k-ft Location [ft, ON No Data to Print RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\7 FT HEIGHT.r2d] Page 1 r, Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:14 AM Job Number : 5117 FOUR SEASONS Checked By: Basic Load Cases BLC Description Cat o X Gravity Y Gravity Joint Point Distributed 1 SOIL EPL 1 1 Load Combination Design Descri tion ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footin s 1 CANTILEVER Yes Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 CANTILEVER Yes 1 1 Joint Deflections (By Combination) LC Joint Label X finl Y finl Rntatinn fraril 1 1 N1 -.043 0 5.609e-4 2 1 N2 0 0 0 Joint Reactions I C .Inint I ahpl X rkl v fkl An7 rk-f i 1 1 N2 8.05 -.211 -18.783 2 1 Totals: 8.05 -;211 3 1 COG ft : X: 0 Y: 3.5 Member Section Deflections LC Memher Lahel Sec )(fins v finl fn) I Iv Rafin 1 1 M 1 1 0 -.043 1960.012 2 2 0 -.017 4937.869 3 3 0 0 NC Member Section Forces LC MAmher I ahP.l SP.C Arialrkl ghaarr1e1 Ummonfrlr-ffl 1 1 M1 1 0 0 0 2 2 -.105 -2.012 2.348 3 3 -.211 -8.05 18.783 Member Section Stresses LC MAmhAr I ahel SAC AxialfkSil Shaarrkcil Tnn Ranrfinnrkcil Rnt Renriinn flecil to 1 1 M1 1 0 0 0 0 2 2 -.012 -.539 -.67 .67 3 3 -.024 -2.154 -5.36 5.36 RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\7 FT HEIGHT.r2d] Page 2 -dA Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:14 AM Job Number : 5117 FOUR SEASONS Checked By: Member AISC ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc ft Shear UC Loc ft Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M 1 W 14X30 .179 7 .108 7 28.836 30 30 1.75 .85 H2-1 w 0 0 RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\7 FT HEIGHT.r2d] Page 3 rl-*~ J J Wk LL.. -7 _ . I'll aes~+ ~o~ LC G>'rtLLEVE~ COGGINS AND SONS, INC JOHN H. HART, PE 5117 FOUR SEASONS Aug 28, 2006 at 10:26 AM 10 FT HEIGHT.r2d 7 ~b K v J COGGINS AND SONS, INC JOHN H. HART, PE 5117 FOUR SEASONS Aug 28, 2006 at 10:27 AM 10 FT HEIGHT.r2d Company COGGINS AND SONS, INC. Designer JOHN H. HART, PE Job Number : 5117 FOUR SEASONS Aug 28, 2006 10:27 AM Checked By:_ ,D-- Hot Rolled Steel Properties rI L r L Label E rksil G rksil Nu Therm r\1F5 Fl nencitvrk/ft^Al Yialrirksil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Desi n List Type Material Desi n Rules A in2 1(90,270) i... I 0 180 in4 1 HR1A W16X50 Wide Flange Beam A572Gr.50 Typical 14.7 37.2 659 Hot RoNed Steel Design Parameters Label Shape Len th ft Lb-out ft Lb-in ft Lcom to ...Lcom bot K-out K-in Cm Cb Out s... In sway 1 M1 HR1A 10 1 Joint Coordinates and Temperatures Lahel X rftl Y rftl Tamn [Fl 1 N1 0 10 0 2 N2 0 0 0 Joint Boundary Conditions Joint Label X k/in Y k/in Rotation k-ft/rad Footing 1 N2 Reaction Reaction Reaction Member Primary Data Label I Joint J Joint Rotate(deg) Section/Shape Design List T e Material Desi n Rules 1 M1 N1 N2 HR1A Wide Flange Beam A572 Gr.50 Typical Member Distributed Loads (BLC 1 : SOIL) Member Label Direction Start Ma nitude k/ft,... End Ma nitude k/ftd... Start Location ft% End Location ft 0/1 1 M 1 X 0 -3.7 0 0 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k,k-ft in rad k"s^2/ftNo Data to Print Member Point Loads Member Label Direction Ma nitude k k-ft Location ft No Data to Print RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\10 FT HEIGHT.r2d] Page 4 C :E 7 Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:27 AM Job Number : 5117 FOUR SEASONS Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravit Joint Point Distributed 1 SOIL EPL 1 1 Load Combination Design Descri tion ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footin s 1 CANTILEVER Yes Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 CANTILEVER Yes 1 1 Joint Deflections (By Combination) LC Joint Label X finl Y finl Rntatinn frarll 1 1 N1 -.122 0 1.162e-3 2 1 N2 0 0 0 Joint Reactions LC Joint Label X W Y fkl MZ fk-ftl 1 1 N2 18.5 -.5 -61.667 2 1 Totals: 18.5 " _ 5 3 1 COG ft : X: 0 Y: 5 Member Section Deflections LC Member Label Sec x rinl v rinl (n) L/v Ratio 1 1 -M1 1 0 -.122 984.07 2 2 ; 0. -:048 2505:068 3 3 0 0 NC Member Section Forces LC Member Label Sec Axiairkl Shearrkl Momentfk-ftl 1 1 M1 1 0 0 0 2 2 -25 -4:625 7.708 3 3 -.5 -18.5 61.667 Member Section Stresses LC Member Label Sec Axialrksil Shearrksil Ton Rendinorksil Rnt Renriinnrksil 1 1 M1 1 0 0 0 0 2 2 -:017 -:749 -1.141 1.141 3 3 -.034 -2.994 -9.129 9.129 RISA-21D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\10 FT HEIGHT.r2d] Page 5 Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:27 AM Job Number : 5117 FOUR SEASONS Checked By:_ Member AISC ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc ft Shear UC Loc ft Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M1 W16X50 .305 10 .150 10 28.515 30 30 1.75 .85 H2-1 O 0 O RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\10 FT HEIGHT.r2d] Page 6 b .r X v I~ I lam LC CarC-E- 11 IC I COGGINS AND SONS, INC JOHN H. HART, PE 5117 FOUR SEASONS Aug 28, 2006 at 10:37 AM 13 FT HEIGHT.r2d 0 L. l/ rrt i V •2 W 1 r6 Y. (9 U = 1 o 2 4- COGGINS AND SONS, INC JOHN H. HART, PE 5117 FOUR SEASONS Aug 28, 2006 at 10:38 AM 13 FT HEIGHT.r2d Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:38 AM Job Number : 5117 FOUR SEASONS Checked By: Hot Rolled Steel Properties I ahPI F rksil G rksil Nu Therm AI E5 Fl Densitvrk/ft^31 Yieldrksil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr:50 29000 11154 3 65: .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154' .65 49 42 5 A500 Gr.46 1 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Rules A in2 1(90,270) i... U0,180 in4 1 HR1A W18X60 Wide Flange Beam A572 Gr.50 Typical 17.6 50.1 984 Hot Rolled Steel Design Parameters Label Shape Length[ft] Lb-out ftLb-in ft Lcom to ...Lcom bot K-out K-in Cm Cb Out s... Ins 1 M1 HR1A 13 1 Joint Coordinates and Temperatures I nhal Y fftl Y fftl Temp fR 1 N1 0 13 0 2 N2 0 0` 0 Joint Boundary Conditions Joint Label X k/in Y k/in Rotation k-ft/rad Footing 1 N2 Reaction Reaction Reaction Member Primary Data Label I Joint J Joint Rotate de Section/Shape Design List T e Material Design Rules 1 M1 N1 N2 I 9~ HR1A Wide Flange Beam A572 Gr.50 T ical Member Distributed Loads (BLC 1 : SOIL) Member Label Direction Start Ma nitude k/ft,... End Ma nitude k/ft d... Start Location ft % End Location ft 1 M 1 X 0 -4.1 0 0 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k`s^2/ft No Data to Print Member Point Loads Member Label Direction Ma nitude k k-ft Location ft,% No Data to Print RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\13 FT HEIGHT.r2d] Page 7 Company COGGINS AND SONS, INC. Aug 28, 2006 Designer JOHN H. HART, PE 10:38 AM Job Number : 5117 FOUR SEASONS Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravit Joint Point Distributed 1 SOIL EPL 1 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footin s 1 CANTILEVER Yes Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 CANTILEVER Yes 1 1 Joint Deflections (By Combination) LC Joint Label X finl Y finl Rotation fradl c 1 1 N1 -.252 0 1.894e- 2 1 N2 0 0 0 Joint Reactions LC Joint Label X k Y k MZ k-ft 1 1 N2 26.65 -.779 -115.483 2 1 Totals: 26::65 -:779 3 1 COG ft : X: 0 Y: 6.5 Member Section Deflections LC Member Label Sec x finl v finl (n) L/v Ratio 1 1 M 1 1 0 -.252 618.4 2 2 0.: -.098 1584.837 3 3 0 0 NC Member Section Forces LC Member Label Sec Axialfkl Shearfkl Momentfk-ftl 1 1 M1 1 0 0 0 2 2 -.389 =6.662 14.435 3 3 -.779 -26.65 115.483 Member Section Stresses LC Member Label Sec Axialfksil Shearfksil Top Bendinofksil Bot Bendinofksil L4 1 1 M1 1 0 0 0 0 2 2 -:022 -.88 -1605 1.605 3 3 -.044 -3.521 -12.844 12.844 RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\13 FT HEIGHT.r2d] Page 8 - -L- , It-- J 0 0 Company COGGINS AND SONS, INC. Designer JOHN H. HART, PE Job Number : 5117 FOUR SEASONS Aug 28, 2006 10:38 AM Checked By:_ Member RISC ASD Steel Code Checks (By Combination) LC Member ape UC Max Loc ft Shear UC Loc ft Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M1 W 18X60 .430 13 .176 13 28.208 30 30 1.75 .85 H2-1 RISA-2D Version 6.5 [C:\...\...\My Documents\2006JOBS\5117FOURSEASONS\13 FT HEIGHT.r2d] Page 9 Lf ~-4 0 FOUR SEASONS - SB1 - S62 USE 37H WITH 9' SPACING LOAD PER TOTAL BEAM BEAM FOOT HEIGHT INERTIA SECTION K/FT FT in^4 in^3 2.3 7 291 42 EXCAVA. LOAD V MOMENT CANT. SECTION MODULUS K K=ft in^3 8 19 8 HEIGHT (FT) LLLI 7 NOTE: INPUT CALC. EEEIOUTP RECOMMENDED SHAPE W14x30 USE SHAPE W14x30 ANTICIPATED DEFLECTION (in) 0.038 CODE CHECK 0.179 BEAM PROPERTIES BEAM Sin^3 I in44 W 14x30 42 291 W 16x45 73 586 W 16x50 81 659 W 18x60 108 984 W 18x65 117 1070 W 18x71 127 1170 W 18x76 146 1330 37H WITH 1 LOAD PER TOTAL BEAM BEAM FOOT HEIGHT INERTIA SECTION K/FT FT in^4 in^3 3.7 10 659 81 EXCAVA. MOMENT SECTION LOAD V CANT. MODULUS K K-ft in^3 19 62 25 HEIGHT (FT) 10 RECOMMENDED SHAPE W14x30 USE SHAPE W1 6x50 ANTICIPATED DEFLECTION (in) 0.112 CODE CHECK 0:305 NOTE: INPUT CALC. OUTPUT -BEAM PROPERTIES BEAM Sin^3 I in^4 W 14x30 42 291 W 16x45 73 586 W 16x50 81 659 W 18x60 108 984 W 18x65 117 1070 W 18x71 127 1170 W 18x76 146 1330 0 FOUR SEASONS - S66 - SB7 USE 37H WITH 8.5' SPACING LOAD PER TOTAL BEAM BEAM FOOT HEIGHT INERTIA SECTION K/FT FT (in^4 in^3 4.1 13 984 108 EXCAVA. LOAD V MOMENT CANT. . SECTION MODULUS K K-ft in A3 27 115 46 _ HEIGHT (FT) 13 RECOMMENDED SHAPE W1`6x45 USE SHAPE W1 8x60 ANTICIPATED DEFLECTION (in) 0.236 NOTE: INPUT CALC. OUTPUT BEAM:PROPERTIES BEAM' ZS inA3 I i04 W 14x30 42 291 W 16x45 73 586 W 16x50 81 659 W 18x60 108 984 W 18x65 117 1070 W 18x71 127 1170 W 18x76 146 1330 CODE CHECK 0.428 O Is I s!"1 O rn O O O O 0 ti O O (0 O O LO O O c ~t O O w co 2 w bo A w U) O d X w D C O co o V o a) d N t0 O O d J 0 0 O 0 0 N O O M O O i O °0 L Z £ ti 5 9 L y;dao 8 0 0 o w m w 0 0 w rn 0 CL x w D O O O O CD C O L t w+ C d J d 'a 0 0 Cl) O N O Z6 6 Ei U S'0 L'0 9'0 9'0 17'0 £'0 Z'0 6'0 (u1) u01400900 peOH-011d J O 0 7HEIGHT.lpo LPILE Plus for windows, version 5.0 (5.0.1) Analysis of Individual Piles and Drilled shafts subjected to Lateral Loading using the p-y method (c) Copyrigght ENSOFT, Inc., 1985-2004 A11 Rights Reserved This program is licensed to: JOHN H. HART COGGINS Path to file locations: C:\Documents and Settings\COGGINS AND SONS\My Documents\200670BS\5117FOUR SEASONS\ Name of input data file: 7HEIGHT.Ipd Name of output file: 7HEIGHT.Ipo Name of plot output file: 7HEIGHT.lpp Name of runtime file: 7HEIGHT.lpr Time and Date of Analysis Date: August 28, 2006 Time: 10:51: 4 Problem Title FOUR SEASONS - 7' EXPSOED (8' EMBED) Program Options Units Used in Computations - us customary units, inches, pounds Basic Program Options: Analysis Type 1: - Computation of Lateral Pile Response using user-specified constant EI Computation Options: - Only internally-generated p-y curves used in analysis - Analysis does not use p-y multipliers (individual pile or shaft action only) - Analysis assumes no shear resistance at pile tip - Analysis includes automatic computation of pile-top deflection vs. pile embedment length - No computation of foundation stiffness matrix elements - output pile response for full length of pile - Analysis assumes no soil movements acting on pile - No additional p-y curves to be computed at user-specified depths solution control Parameters: Page 1 7HEIGHT.lpo - Number of pile increments = 48 - Maximum number of iterations allowed = 100 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 1.0000E+02 in Printing Options: - values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (spacing of output points) = 1 Pile Structural Properties and Geometry Pile Length = 96.00 in Depth of ground surfa ce below top of pile = .00 in slope angle of ground surface = .00 deg. Struc tural properties of pile defined using 2 points Point Depth Pile Moment of Pile Modulus of X Diameter Inertia Area Elasticity in in in *4 Sq.in lbs/sq.in 1 0.0000 24.000 16577.0000 452.0000 32122019.000 2 96.0000 24.000 16577.0000 452.0000 32122019.000 soil and Rock Layering Information The soil profile is modelled using 1 layers Layer 1 is sand, p-y criteria by API RP-2A, 1987 Distance from top of pile to top of layer = .000 in Distance from top of ppile to bottom of layer = 96.000 in p-y subgrade modulus k for top of soil layer = 250.000 lbs/in* 3 p-y subgrade modulus k for bottom of layer = 250.000 lbs/in"*3 (Depth of lowest layer extends .00 in below pile tip) Effective unit weight of soil vs. Depth Distribution of effective unit weight of soil with depth is defined using 2 points Point Depth X Eff. Unit Weight No. in lbs/in**3 1 .00 .07500 2 96.00 .07500 ------Shear Strength of soils Page 2 7HEIGHT.lpo Distribution of shear strength parameters with depth defined using 2 points Point Depth X Cohesion c Angle of Friction E50 or RQD No. in 1bs/in*2 Deg. k_rm 1 .000 .00000 34.00 2 96.000 .00000 34.00 Notes: (1) Cohesion = uniaxial compressive strength for rock materials. (2) values of E50 are repported for clay strata. (3) Default values will be generated for E50 when input values are 0. (4) RQD and k_rm are reported only for weak rock strata. Loading Type Static loading criteria was used for computation of p-y curves Pile-head Loading and Pile-head Fixity conditions Number of loads specified = 1 Load Case Number 1 Pile-head boundary conditions are shear and moment (BC Type 1) Shear force at pile head = 8000.000 lbs Bending moment at pile head = 228000.000 in-lbs Axial load at pile head = .000 lbs Non-zero moment at pile head for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment) condition. Computed values of Load Distribution and Deflection for Lateral Loading for Load case Number 1 Pile-head boundary conditions are shear and moment (BCTyppe 1) specified shear force at pile head = 8000.000 lbs Specified bending moment at pile head = 228000.000 in-lbs specified axial load at pile head = .000 lbs Non-zero moment for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment )condition. Depth Deflect. Moment Shear slope Total Soil Res X y m V S Stress p in in lbs-in lbs Rad, lbs/in**2 lbs/in Page 3 7HEIGHT.Ipo 0.000 .098856 228000.0001 8000.0000 -.001436 - 165.0480 0.0000 2.000 .095985 244000.0000 7968.2698 -.001435 176.6303 -31.7302 4.000 .093117 259873.0791 7872.3541 -.001434 188.1207 -64.1855 6.000 .090250 275489.4163 7711.3567 -.001433 199.4253 -96.8119 8.000 .087386 290718.5058 7485.4216 -.001432 210.4495 -129.1231 10.000 .084524 305431.1027 7195.6010 -.001431 221.0999 -160.6975 12.000 .081664 319500.9099 6843.7305 -.001429 231.2850 -191.1731 14.000 .078806 332806.0249 6432.3157 -.001428 240.9165 -220.2418 16.000 .075951 345230.1726 5964.4309 -.001427 249.9102 -247.6429 18.000 .073099 356663.7486 5443.6311 -.001426 258.1869 -273.1569 20.000 .070249 367004.6969 4873.8747 -.001424 265.6727 -296.5995 22.000 .067402 376159.2472 4259.4585 -.001423 272.2996 -317.8167 24.000 .064558 384042.5309 3604.9620 -.001421 278.0063 -336.6799 26.000 .061716 390579.0951 2915.2000 -.001420 282.7381 -353.0821 28.000 .058878 395703.3310 2195.1837 -.001418 286.4475 -366.9342 30.000 .056042 399359.8300 1450.0872 -.001417 289.0944 -378.1623 32.000 .053210 401503.6799 685.2205 -.001415 290.6463 -386.7045 34.000 .050381 402100.7118 -93.9935 -.001414 291.0785 -392.5095 36.000 .047554 401127.7057 -882.0375 -.001412 290.3742 -395.5344 38.000 .044731 398572.5619 -1673.3148 -.001411 288.5245 -395.7429 40.000 .041911 394434.4466 -2462.1620 -.001409 285.5289 -393.1043 42.000 .039093 388723.9140 -3242.8585 -.001408 281.3951 -387.5922 44.000 .036279 381463.0126 -4009.6343 -.001407 276.1390 -379.1835 46.000 .033467 372685.3769 -4756.6754 -.001405 269.7849 -367.8576 48.000 .030658 362436.3109 -5478.1284 -.001404 262.3657 -353.5954 50.000 .027852 350772.8635 -6168.1028 -.001402 253.9226 -336.3791 52.000 .025049 337763.8998 -6820.6731 -.001401 244.5054 -316.1913 54.000 .022248 323490.1710 -7429.8793 -.001400 234.1728 -293.0149 56.000 .019449 308044.3827 -7989.7270 -.001399 222.9917 -266.8328 58.000 .016653 291531.2631 -8494.1880 -.001398 211.0379 -237.6282 60.000 .013859 274067.6307 -8937.2012 -.001396 198.3961 -205.3851 62.000 .011067 255782.4581 -9312.6766 -.001395 185.1595 -170.0903 64.000 .008277 236816.9243 -9614.5543 -.001395 171.4305 -131.7874 66.000 .005489 217324.2408 -9836.7229 -.001394 157.3198 -90.3812 68.000 .002702 197470.0326 -9973.0230 -.001393 142.9475 -45.9189 70.000 -8.27E-05 177432.1487 -10017.4947 -.001392 128.4422 1.4472 72.000 -.002866 157400.0537 -9964.4768 -.001392 113.9410 51.5707 74.000 -.005649 137574.2416 -9808.5931 -.001391 99.5892 104.3129 76.000 -.008431 118165.6812 -9544.7366 -.001391 85.5395 159.5436 78.000 -.011211 99395.2951 -9168.0514 -.001390 71.9517 217.1417 80.000 -.013991 81493.4755 -8673.9140 -.001390 58.9927 276.9958 82.000 -.016771 64699.6390 -8057.9145 -.001390 46.8357 339.0038 84.000 -.019549 49261.8177 -7315.8378 -.001389 35.6604 403.0728 86.000 -.022328 35436.2877 -6443.6463 -.001389 25.6521 469.1187 88.000 -.025106 23487.2324 -5437.4622 -.001389 17.0023 537.0654 90.000 -.027884 13686.4390 -4293.5521 -.001389 9.9075 606.8447 92.000 -.030662 6313.0242 -3008.3124 -.001389 4.5700 678.3950 94.000 -.033440 1653.1893 -1578.2560 -.001389 1.1967 751.6614 96.000 -.036218 0.0000 0.0000 -.001389 0.0000 826.5946 output ve rification : Computed forces and moments are within spec ified convergence limits. Output Su mmary for Load Case No . 1: Pile-head deflectio n = .09 885554 in Computed slope at p ile head = -.00 143557 Maximum b ending mom ent = 4021 00.712 lbs-in Maximum s hear force = -100 17.495 lbs Depth of maximum be nding moment = 34.000 in Page 4 l ? • _ zl lti) I ~t is ; ,J - ~ , . • . (i f` 7HEIGHT.lpo Depth of maximum shear force 70.000 in Number of iterations 8 Number of zero deflection points = 1 Summary of Pile-head Response Definition of symbols for pile-head boundary conditions: y = pile-head displacment, in m = pile-head moment, lbs-in v = pile-head shear force, lbs S = pile-head slope, radians R = rotational stiffness of pile-head, in-lbs/rad BC Boundary Boundary Axial Pile Head maximum maximum Type condition condition Load Deflection moment shear 1 2 lbs in in-lbs lbs 1 - v= 8000.000 M= 2.28E+05 0.0000 .098856 402100.7118 -10017.4947 Pile-head Deflection vs. Pile Length Boundary condition Type 1, Shear and moment shear = Moment = Axial Load = Pile Length in 96.000 91.200 86.400 81.600 76.800 72.000 67.200 8000. 1bs 228000. in-lbs 0. lbs Pile Head Deflection in .09885554 .11485786 .13652818 .16796563 .21933787 .32829055 1.15334747 Maximum moment in-lbs 402100.712 394733.239 387951.693 381955.206 376985.117 373911.974 372954.226 Maximum shear lbs -10017.495 -10387.984 -10846.134 -11437.515 -12254.293 -13552.637 -17039.276 The analysis ended normally. Page 5 I% 02 0 O 7 0 r O N r O r O 0 W CD W 0 w O a X w 0 D OD O I%a) C O O U O ~ O ~ O t0 r~+ O J O N O O O O N O O O O O 0 L Z E V S 9 L 8 6 06 (4) y;d9o 0 N Q w T C~ G w 0 T O T I T w o ^ LL X 0 w 0 T T P 0 O 00 L'U 9'0 9'0 17'0 0'0 Z'0 L'0 O O L W wr- W J d a 0 0 M 0 N O T J O 0 (ui) u01130900 peaH-OM 10HT.1po LPILE Plus for windows, version 5.0 (5.0.1) Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading using the p-y method (c) copyrigght ENSOFT, Inc., 1985-2004 A11 Rights Reserved This program is licensed to: JOHN H. HART COGGINS Path to file locations: C:\Documents and Settings\COGGINS AND SONS\My Document s\20063OBS\ 5117 FOURSEASONS\ Name of input data file: 10HT.lpd Name of output file: 10HT.lpo Name of plot output file: 10HT.lpp Name of runtime file: 10HT.lpr Time and Date of Analysis Date: August 28, 2006 Time: 10:54: 6 Problem Title FOUR SEASONS - 10' EXPSOED (10' EMBED) Program Options Units Used in Computations - us customary units, inches, pounds Basic Program Options: Analysis Type 1: - Computation of Lateral Pile Response Using User-specified Constant EI Computation Options: - Only internally-generated p-y curves used in analysis - Analysis does not use p-y multipliers (individual pile or shaft action only) - Analysis assumes no shear resistance at pile tip - Analysis includes automatic computation of pile-top deflection vs. pile embedment length - No computation of foundation stiffness matrix elements - output pile response for full length of pile - Analysis assumes no soil movements acting on pile - No additional p-y curves to be computed at user-specified depths Solution control Parameters: Page 1 10HT.1po - Number of pile increments = 40 - Maximum number of iterations allowed = 100 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 1.0000E+02 in printing Options: - values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (spacing of output points) = 1 Pile Structural Properties and Geometry Pile Length = 120.00 in Depth of ground surface below top of pile = .00 in slope angle of ground surface = .00 deg. Structural properties of pile defined using 2 points Point Depth Pile Moment of Pile Modulus of X Diameter Inertia Area Elasticity in in in**4 sq.in lbs/sq.in 1 0.0000 24.000 16945.0000 452.0000 32122019.000 2 120.0000 24.000 16945.0000 452.0000 32122019.000 Soil and Rock Layering Information The soil profile is modelled using 1 layers Layer 1 is sand, p-y criteria by API RP-2A, 1987 Distance from top of pile to top of layer = .000 in Distance from top of ile to bottom of layer = 120.000 in p-y subgrade modulus v k for top of soil layer = 250.000 lbs/in**3 p-y subgrade modulus k for bottom of layer = 250.000 lbs/in**3 (Depth of lowest layer extends .00 in below pile tip) Effective unit weight of soil VS. Depth Distribution of effective unit weight of soil with depth is defined using 2 points Point Depth X Eff. Unit weight No. in l bs/i n**3 1 .00 .07500 2 120.00 .07500 Shear Strength of soils Page 2 10HT.Ipo Distribution of shear strength parameters with depth defined using 2 points Point Depth X Cohesion c Angle of Friction E50 or RQD No. in lbs/in* 2 Deg. k_rm 1 .000 .00000 34.00 2 120.000 .00000 34.00 Notes: (1) Cohesion = uniaxial compressive strength for rock materials. (2) values of E50 are repported for clay strata. (3) Default values will be generated for E50 when input values are 0. (4) RQD and k_rm are reported only for weak rock strata. Loading Type static loading criteria was used for computation of p-y curves Pile-head Loading and Pile-head Fixity conditions Number of loads specified = 1 Load Case Number 1 Pile-head boundary conditions are shear and moment (BC Type 1) Shear force at pile head = 19000.000 lbs Bending moment at pile head = 744000.000 in-lbs Axial load at pile head = .000 lbs Non-zero moment at pile head for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment) condition. Computed values of Load Distribution and Deflection for Lateral Loading for Load Case Number 1 Pile-head boundary conditions are shear and moment (BC Type 1) Specified shear force at pile head = 19000.000 lbs specified bending moment at pile head = 744000.000 in-lbs specified axial load at pile head = .000 lbs Non-zero moment for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment )condition. Depth Deflect. Moment Shear slope Total Soil Res x y M V S Stress p in in lbs-in lbs Rad. lbs/in*A2 1bs/in Page 3 i 10HT.1po 0.000 .193652 744000.0000 19000.0000 -.002274 526.8811 0.0000 3.000 .186837 800999.9999 18916.7178 -.002269 567.2470 -55.5215 6.000 .180036 857500.3067 18658.7326 -.002265 607.2590 -116.4687 9.000 .173248 912952.3954 18212.1057 -.002260 646.5287 -181.2826 12.000 .166476 966772.9407 17567.5696 -.002255 684.6430 -248.4081 15.000 .159720 1.018E+06 16720.4482 -.002249 721.1740 -316.3394 18.000 .152981 1.067E+06 15670.4553 -.002243 755.6888 -383.6559 21.000 .146259 1.112E+06 14421.4012 -.002237 787.7584 -449.0468 24.000 .139556 1.154E+06 12980.8417 -.002231 816.9660 -511.3261 27.000 .132872 1.190E+06 11359.6961 -.002225 842.9146 -569.4376 30.000 .126207 1.222E+06 9571.8584 -.002218 865.2338 -622.4542 33.000 .119563 1.248E+06 7633.8187 -.002211 883.5858 -669.5723 36.000 .112939 1.268E+06 5564.3058 -.002204 897.6702 -710.1030 39.000 .106337 1.281E+06 3383.9585 -.002197 907.2287 -743.4618 42.000 .099755 1.288E+06 1115.0299 -.002190 912.0488 -769.1573 45.000 .093195 1.288E+06 -1218.8763 -.002183 911.9665 -786.7802 48.000 .086656 1.281E+06 -3593.0356 -.002176 906.8697 -795.9927 51.000 .080138 1.266E+06 -5981.8021 -.002169 896.6996 -796.5183 54.000 .073641 1.245E+06 -8358.7784 -.002162 881.4528 -788.1326 57.000 .067165 1.216E+06 -10696.9600 -.002155 861.1828 -770.6551 60.000 .060709 1.181E+06 -12968.8552 -.002149 836.0010 -743.9417 63.000 .054272 1.138E+06 -15146.5841 -.002142 806.0776 -707.8776 66.000 .047855 1.090E+06 -17235.6659 -.002136 771.6425 -684.8436 69.000 .041455 1.035E+06 -19230.3160 -.002130 732.8425 -644.9231 72.000 .035072 974241.6465 -21079.5447 -.002125 689.9321 -587.8960 75.000 .028706 908357.4804 -22732.5724 -.002120 643.2747 -514.1225 78.000 .022354 837846.2119 -24140.4417 -.002115 593.3405 -424.4571 81.000 .016016 763514.8300 -25257.3160 -.002110 540.7010 -320.1258 84.000 .009691 686302.3157 -26041.3913 -.002106 486.0211 -202.5910 87.000 .003377 607266.4823 -26455.4106 -.002103 430.0500 -73.4219 90.000 -.002926 527569.8523 -26466.8218 -.002100 373.6110 65.8144 93.000 -.009221 448465.5518 -26047.6488 -.002097 317.5914 213.6343 96.000 -.015509 371283.9596 -25174.1594 -.002095 262.9335 368.6920 99.000 -.021790 297420.5956 -23826.4078 -.002093 210.6254 529.8090 102.000 -.028067 228325.5126 -21987.7195 -.002092 161.6941 695.9832 105.000 -.034339 165494.2787 -19644.1672 -.002090 117.1987 866.3850 108.000 -.040609 110460.5095 -16784.0747 -.002090 78.2252 1040.3434 111.000 -.046877 64789.8307 -13397.5669 -.002089 45.8824 1217.3285 114.000 -.053144 30075.1082 -9476.1778 -.002089 21.2984 1396.9309 117.000 -.059411 7932.7639 -5012.5180 -.002089 5.6178 1578.8423 120.000 -.065677 0.0000 0.0000 -.002089 0.0000 1762.8364 Output ve rification: Computed forces and moments are within specified converge nce limits. Output Su mmary for Load Case No . 1: Pile-head deflection = 19365165 in `3 Compute slope at pile head = -.00227360 Maximum b ending moment = 1287888.877 lbs-in 5 Maximum s hear force = -26466.822 lbs Depth of maximum bending moment = 42.000 in Depth of maximum shear force = 90.000 in Number of iterations = 14 Number of zero deflection point s = 1 _ -A2 Page 4 13 10HT.Ipo - of Pile-head Response Defi nition of symbols for pile-h ead boundary conditions: y = pile-head displacment, in M = pile-head moment, lbs-in V = pile-head shear force, lbs S = pile-head slope, radians R = rotational stiffness of pile -head, in-lbs/rad BC Boundary Boundary Axial Pile Head maximum maximum Type condition condition Load Deflection Moment Shear 1 2 lbs in in-lbs lbs 1 - V= 19000.000 M= 7.44E+05 - 0.0000 .1937 1.288E+06 -26466.8218 Pile-head Deflection vs. Pile Length 14 AO" 0 Boundary Condition Type 1, Shear and moment shear = 19000. lbs Moment = 744000. in-lbs Axial Load = 0. lbs Pile Pile Head Maximum Length Deflection Moment in in in-lbs 120.000 .19365165 1287888.877 114.000 .24391931 1275405.942 108.000 .34003824 1266646.430 102.000 .70733377 1263397.291 The analysis ended normally. Maximum Shear lbs -26466.822 -28164.907 -30638.496 -35421.296 Page 5 LO T O O Cl) T O N T O T T 0 0 W m 2i w N T W U) 0 a- x W i~ T D io T O O O w q O O C Z7- C O 0 O M d O O w O Q~ O W J M O O N O O T O O O T O O N O O M O O O Q 0 L Z E ti 9 9 L 9 6 M 66 Zl E6 y;daa is C I4 0 w m w (V r w U) O a- x w ih r D t O I O LO r O Itt O Cl) r O N r O r O O O O O 0 w C G1 J O ~ a I c 77 0 7 Q 917,0 t7'0 7G o O gz o Z*O 9V O Vo 90.0 (ui) u011399aa peOH-arid O O O LO O V' O M O N O r J O 0 13HEIGHT.lpo LPILE Plus for windows, version 5.0 (5.0.1) Analysis of Individual Piles and Drilled shafts subjected to Lateral Loading using the p-y method (c) Copyrigght ENSOFT, Inc., 1985-2004 A11 Rights Reserved This program is licensed to: JOHN H. HART COGGINS Path to file locations: C:\Documents and Settings\COGGINS AND SONS\My Documents\2006JOBS\5117FOURSEASONS\ Name of input data file: 13HEIGHT.Ipd Name of output file: 13HEIGHT.Ipo Name of plot output file: 13HEIGHT.lpp Name of runtime file: 13HEIGHT.lpr Time and Date of Analysis Date: August 28, 2006 Time: 12:32:32 Problem Title FOUR SEASONS - 13' EXPSOED (12' EMBED) Program Options units used in computations - us customary units, inches, pounds Basic Program Options: Analysis Type 1: - Computation of Lateral Pile Response Using User-specified Constant EI Computation Options: - only internally-generated p-y curves used in analysis - Analysis does not use p-y multipliers (individual pile or shaft action only) - Analysis assumes no shear resistance at pile tip - Analysis includes automatic computation of pile-top deflection vs. pile embedment length - No computation of foundation stiffness matrix elements - output pile response for full length of pile - Analysis assumes no soil movements acting on pile - No additional p-y curves to be computed at user-specified depths 4L Solution control Parameters: Page 1 13HEIGHT.1p0 - Number of pile increments = 52 - Maximum number of iterations allowed = 100 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 1.0000E+02 in Printing Options: - values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (spacing of output points) = 1 Pile structural Properties and Geometry Pile Length = 156.00 in Depth of ground surfa ce below top of pile = .00 in slope angle of ground surface = .00 deg. struc tural properties of pile defined using 2 points Point Depth Pile Moment of Pile Modulus of X Diameter Inertia Area Elasticity in in in* 4 sq.in lbs/Sq.in 1 0.0000 24.000 17270.0000 452.0000 32122019.000 2 156.0000 24.000 17270.0000 452.0000 32122019.000 soil and Rock Layering Information The soil profile is modelled using 1 layers Layer 1 is sand, p-y criteria by API RP-2A, 1987 Distance from top of pile to top of layer = .000 in Distance from top of ppile to bottom of layer = 156.000 in p-y subgrade modulus k for top of soil layer = 250.000 lbs/in"°3 p-y subgrade modulus k for bottom of layer = 250.000 lbs/in*3 (Depth of lowest layer extends .00 in below pile tip) Effective unit weight of soil vs. Depth Distribution of effective unit weight of soil with depth is defined using 2 points Point Depth X Eff. Unit Weight No. in lbs/in**3 1 .00 .07500 2 156.00 .07500 shear strength of soils Page 2 13HEIGHT.lpo Distribution of shear strength parameters with depth defined using 2 points Point Depth x Cohesion c Angle of Friction E50 or RQD No. in lbs/in*'*2 - Deg. k_rm 1 - .000 .00000 34.00 2 156.000 .00000 34.00 Notes: (1) cohesion = uniaxial compressive strength for rock materials. (2) values of E50 are reported for clay strata. (3) Default values will be generated for E50 when input values are 0. (4) RQD and k_rm are reported only for weak rock strata. Loading Type Static loading criteria was used for computation of p-y curves Pile-head Loading and Pile-head Fixity conditions Number of loads specified = 1 Load Case Number 1 Pile-head boundary conditions are shear and moment (BC Type 1) Shear force at pile head = 27000.000 lbs Bending moment at pile head = 1380000.000 in-lbs Axial load at pile head = .000 lbs Non-zero moment at pile head for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment) condition. computed values of Load Distribution and Deflection for Lateral Loading for Load case Number 1 Pile-head boundary conditions are shear and moment (BC Type 1) Specified shear force at pile head = 27000.000 lbs specified bending moment at pile head = 1380000.000 in-lbs specified axial load at pile head = .000 lbs Non-zero moment for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment )condition. Depth Deflect. Moment Shear Slope Total Soil Res X y M V S Stress p in in lbs-in lbs Rad. lbs/in**2 1bs/in Page 3 SSS - - 13HEIGHT.lpo - 0.000 - __.1S8685 1.380E+06 27000.0000 -.001595 958.8882 0.0000 3.000 .153912 1.461E+06 26918.3121 -.001587 1015.1708 -54.4586 6.000 .149162 1.542E+06 26666.2625 -.001579 1071.1128 -113.5745 9.000 .144437 1.621E+06 26232.2619 -.001571 1126.3446 -175.7593 12.000 .139738 1.699E+06 25609.3135 -.001562 1180.4772 -239.5396 15.000 .135067 1.775E+06 24794.6197 -.001552 1233.1118 -303.5896 18.000 .130424 1.848E+06 23789.1189 -.001542 1283.8479 -366.7443 21.000 .125812 1.917E+06 22597.0018 -.001532 1332.2906 -428.0004 24.000 .121231 1.983E+06 21225.2402 -.001522 1378.0566 -486.5073 27.000 .116681 2.045E+06 19683.1502 -.001511 1420.7803 -541.5527 30.000 .112165 2.101E+06 17982.0005 -.001500 1460.1172 -592.5471 33.000 .107684 2.153E+06 16134.6710 -.001488 1495.7487 -639.0059 36.000 .103237 2.198E+06 14155.3628 -.001476 1527.3840 -680.5330 39.000 .098825 2.238E+06 12059.3557 -.001464 1554.7635 -716.8051 42.000 .094450 2.271E+06 9862.8137 -.001452 1577.6604 -747.5563 45.000 .090112 2.297E+06 7582.6333 -.001440 1595.8823 -772.5640 48.000 .085811 2.316E+06 5236.3352 -.001427 1609.2730 -791.6348 51.000 .081548 2.328E+06 2841.9984 -.001415 1617.7130 -804.5897 54.000 .077322 2.333E+06 418.2427 -.001402 1621.1215 -811.2474 57.000 .073135 2.331E+06 -2015.7338 -.001390 1619.4567 -811.4035 60.000 .068985 2.321E+06 -4440.0434 -.001377 1612.7177 -804.8029 63.000 .064873 2.304E+06 -6833.8941 -.001365 1600.9458 -791.0976 66.000 .060798 2.280E+06 -9231.6122 -.001352 1584.2267 -807.3811 69.000 .056760 2.249E+06 -11666.3014 -.001340 1562.4585 -815.7450 72.000 .052759 2.210E+06 -14113.6406 -.001328 1535.5890 -815.8145 75.000 .048793 2.164E+06 -16548.4219 -.001316 1503.6176 -807.3731 78.000 .044863 2.111E+06 -18945.0065 -.001304 1466.5973 -790.3499 81.000 .040967 2.050E+06 -21277.7331 -.001293 1424.6344 -764.8011 84.000 .037104 1.983E+06 -23521.2663 -.001282 1377.8887 -730.8876 87.000 .033273 1.909E+06 -25650.8758 -.001272 1326.5724 -688.8520 90.000 .029473 1.829E+06 -27642.6474 -.001262 1270.9482 -638.9958 93.000 .025703 1.743E+06 -29473.6288 -.001252 1211.3280 -581.6585 96.000 .021961 1.652E+06 -31121.9165 -.001243 1148.0703 -517.2000 99.000 .018246 1.557E+06 -32566.6948 -.001234 1081.5782 -445.9855 102.000 .014557 1.457E+06 -33788.2334 -.001226 1012.2972 -368.3736 105.000 .010890 1.354E+06 -34767.8555 -.001218 940.7124 -284.7079 108.000 .007246 1.248E+06 -35487.8834 -.001211 867.3472 -195.3107 111.000 .003622 1.141E+06 -35931.5688 -.001205 792.7606 -100.4796 114.000 1.70E-05 1.033E+06 -36083.0152 -.001199 717.5456 -.4847 117.000 -.003572 924416.5509 -35927.0954 -.001194 642.3277 104.4312 120.000 -.007145 817105.2050 -35449.3701 -.001189 567.7627 214.0523 123.000 -.010706 711720.3303 -34636.0082 -.001185 494.5364 328.1889 126.000 -.014254 609289.1559 -33473.7123 -.001181 423.3625 446.6750 129.000 -.017793 510878.0564 -31949.6503 -.001178 354.9819 569.3663 132.000 -.021324 417591.2538 -30051.3939 -.001176 290.1618 696.1380 135.000 -.024848 330569.6932 -27766.8638 -.001174 229.6952 826.8820 138.000 -.028366 250990.0709 -25084.2837 -.001172 174.3996 961.5047 141.000 -.031881 180063.9908 -21992.1406 -.001171 125.1168 1099.9241 144.000 -.035392 119037.2276 -18479.1525 -.001170 82.7126 1242.0679 147.000 -.038902 69189.0758 -14534.2442 -.001170 48.0758 1387.8710 150.000 -.042410 31831.7626 -10146.5283 -.001169 22.1182 1537.2730 153.000 -.045918 8309.9062 -5305.2938 -.001169 5.7741 1690.2167 156.000 -.049426 0.0000 0.0000 -.001169 0.0000 1846.6458 Output Verification: Computed forces and moments are within speci fied convergence limits. Output Summary for Load Case No. 1: if Pile-head deflection = .15868541 in Page 4 Computed slope at pile head maximum bending moment maximum shear force Depth of maximum bending moment = Depth of maximum shear force = Number of iterations = Number of zero deflection points = 13HEIGHT.lpo -.00159498 2333064.025 lbs-in -36083.015 lbs 54.000 in 114.000 in 11 1 r _ dC~ b Y LJ lC"> y 1C4z_. i summary of Pile-head Response Definition of symbols for pile-head boundary conditions: y = pile-head displacment, in m = pile-head moment, lbs-in v = pile-head shear force, lbs S = pile-head slope, radians R = rotational stiffness of pile-head, in-lbs/rad BC Boundary Boundary Axial Pile Head maximum maximum Type Condition Condition Load Deflection Moment Shear 1 2 lbs in in-lbs lbs 1 v= 27000.000 M= 1.38E+06 0.0000 .1587 2.333E+06 -36083.0152 Pile-head Deflection vs. Pile Length Boundary Condition Type 1, Shear and moment shear = 27000. lbs Moment = 1380000. in-lbs Axial Load = 0. lbs Pile Length in 156.000 148.200 140.400 132.600 124.800 Pile Head Deflection in .15868541 .18796687 .23419204 .32191147 .59355185 Maximum Moment in-lbs 2333064.025 2303795.329 2279511.906 2262146.038 2255406.123 The analysis ended normally. Maximum shear lbs -36083.015 -38042.217 -40577.081 -44328.411 -51243.334 Page 5 APPIJNDIX "A" R T RIINCC MATERIAL AND CODES i L SHORING DESIGN REFr( RENCE DOCUMENTS & BMLIOGRAPIIY II. R' ' CE DESIGN CODES AND STANDARDS 1 f %W COGGINS & SONS, INC., SHORING DESIGN REFERENCE MATERIALS APRIL 16, 2002, BY STANLEY H. SMITH, PE AND JOHN H. HART, PE SHORING DESIGN REFERENCE DOCUMENTS & BIBLIOGRAPHY 1) PECK, HANSON & THORNBURN, "FOUNDATION ENGINEERIN(Y", SECOND EDITION, 1973. 2) GROUND ANCHORS AND ANCHORED SYSTEMS, GEOTECHNICAL ENGINEERING CIRCULAR NO. 4, FHWA OFFICE OF BRIDGE TECHNOLOGY, JUNE 1999. 3) JOSEPH E. BOWLES, "FOUNDATION ANALYSIS AND DESIGN", FOURTH AND FIFTH EDITIONS, 1988 & 1996. 4) BRAJA M. DAS, "PRINCIPLES OF FOUNDATION ENGINEERING", SECOND EDITION, 1990. 5) HOLTZ AND KOVACS, "AN INTRODUCTION TO GEOTECHNICAL ENGINEERING", 1981. 6) ROBERT M. KOERNER, "DESIGNING WITH GEOSYNTHETICS", THIRD EDITION, 1994. 7) NAVFAC 7.0 1, "SOIL MECHANICS", SEPTEMBER, 1986 8) NAVFAC 7.02, "FOUNDATIONS AND EARTH STRUCTURES", SEPTEMBER, 1986 9) HANNA, "FOUNDATIONS IN TENSION - GROUND ANCHORS". 10) FHWA/RD-82/047, "TIEBACKS", JULY 1982. 11) PTI, "POST-TENSIONING MANUAL", FIFTH EDITION, 1997. 12) PTI, "RECOMMENDATIONS FOR PRESTRESSED ROCK AND SOIL ANCHORS", THIRD EDITION, 1996. 13) ASCE, "SERVICEABILITY OF EARTH RETAINING STRUCTURES", GSP #42,1994. 14) FHWA, FHWA-RD-75-128, "LATERAL SUPPORT SYSTEMS AND UNDERPINNING", APRIL 1976, VOLUMES I, II, IIL 15) ASCE, GEOTECHNICAL SPECIAL PUBICATION NO. 74, "GUIDELINES OF ENGINEERING PRACTICE FOR BRACED AND TIED-BACK EXCAVATIONS". 16) CHEN & ASSOCIATES, "DESIGN OF LATERALLY LOADED PIERS", 1983. 17) ALAN MACNAB,"EARTH RETENTION SYSTEMS HANDBOOK", 2002. SOIL NAILING REFERENCE DOCUMENTS & BIBLIOGRAPHY 1) ASCE,"SOIL NAILING AND REINFORCED SOIL WALLS", 1992. 2) FHWA/GOLDER PUBLICATION # FHWA-SA-96-069,"MANUAL FOR DESIGN AND CONSTRUCTION MONITORING OF SOIL NAIL WALLS", NOVEMBER 1996. 3) ASCE,"GROUND IMPROVEMENT / GROUND REINFORCEMENT / GROUND TREATMENT' SPECIAL PUBLICATION #69, JULY 1997. 4) XANTHAKOS, ABRAMSON & BRUCE,"GROUND CONTROL AND IMPROVEMENT", 1994. SOFTWARE 1) CALIFORNIA DOT,"SNAIL PROGRAM", VERSION 2.11-PC VERSION. 2) RISA TECHNOLOGIES, "RISA-21) VERSION 4.0, RAPID INTERACTIVE STRUCTURAL ANALYSIS- 2D, FRAME ANALYSIS. 3) GEO-SLOPE International Ltd., "SLOPE/W', VERSION 5 REFERENCE DOCUMENTS 1) AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN", NINTH EDITION, 1989 2) AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "MANUAL OF STEEL CONSTRUCTION - LOAD AND RESISTANCE FACTOR DESIGN", THIRD EDITION, 2001 3) ACI 381-99/318R-99, "BUILDING CODE AND COMMENTARY", 1999. 4) ANSI/ASCE 7-95,"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". 5) ACI,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-99) AND COMMENTARY (ACI 318R-99). 6) ANSUAF&PANDS-1997,"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 7) ASCE,"STANDARD FOR LOAD AND RESISTANCE FACTOR DESIGN (LRFD) FOR ENGINEERED WOOD CONSTRUCTION. C 0 0 APPENDIX "B" LAGGING DESIGN CRITERIA & REFERENCES 0 COGGINS & SO Caisson Drilling, Excavation Shoring, Tieback Anchors TIMBER LAGGING DESIGN CRITERIA AND REFERENCES Updated July 21, 2003 0 The design of lagging is primarily based upon experience and semi-empirical relationships rather than by any rigorous analysis. Coggins & Sons, Inc. have been utilizing thick rough sawn #2 Douglas fir lumber for many years as lagging. The %2" diameter SAE Grade 2 lagging anchor bolts have been in use since 1994. This design has been implemented successfully for numerous projects. From our experience, we have determined the #2 Douglas fir can easily span 9'-0" in most soil conditions. On occasion, the #2 Douglas fir can span 10'-0" in appropriate soils without any failure problems. We have used 9'-0" typical spacing for numerous projects ranging from 10'-0" to 45'-0" deep without any problems. Please see figures 1 through 3 for examples of our T-0" spacing at various depths. The criteria followed for lagging design is from three sources: "Earth Retention Systems Handbook", FHWA Publication No. IF-99-016, "Ground Anchors and Anchored Systems", June 1999 and FHWA-RD-75-128, "Lateral Support Systems and Underpinning", April 1976, Volumes 1, 11, & III). All of these documents indicate the timber lagging should not be designed, but rather based on experience and semi-empirical rules. Goldberg has assembled a table in his report to the FHWA 1976 suggesting lagging thicknesses for various types of soils (a copy can be seen in Table 1). If a design analysis is attempted, it is suggested from the three references listed previously to design the lagging for a soil pressure equal to 50 percent of the apparent earth pressure. Coggins & Sons, Inc. experience indicates this is conservative in many cases because of the "hard to estimate" arching affect behind the shoring wall. In addition, we believe that most lagging will deflect to the point where the retained soils will arch between the soldier piles and relieve the pressure on the lagging. Once a point of equilibrium is reached, the deflection will stop. The following two pages show results for estimated lagging design. In addition, excerpts from the above-mentioned references and steel stud / #2 Douglas Fir strengths are shown. 9512 Titan Park Circle - Littleton, Colorado 80125 - (303) 791-9911 - FAX (303) 791-0967 http://cogginsandsons.uswestdex.com FOUR SEASONS LAGGING DESIGN GIVEN: SOIL TYPE: SAND AND COBBLES DESIGN PRESSURE (X)(h) (psf): 37 EXCAVATION DEPTH (ft): 13 SOLDIER BEAM SPACING (ft): 8.5 CLEAR SPAN (ft): 65 BOARD HEIGHT (in): 12 BOARD THICK (in): 3 FLEX. STRESS OF #2 DOUGLAS FIR (psi): 1200 FIND: BENDING STRESS 1) COMPUTE MOMENT M = (W(I^2))/8 w (psf) = 240.5 (ft) ` 65 M" (ft - _ ` 1270 2) COMPUTE SECTION MODULUS S = (b*(h^2)) / 6 b (in) = 12 h.(in) = 3, S (in^3) = 18 3).COMPUTE BENDING. STRESS fb M/S fib (psi) = 847 0 0 Z Q J W m z W Z Q O ~U (n 0 t7 . F- 0 W O J W 3 z CD CD Q J F, p Z Q CD z 0 F Q U I 0 w z Q J J Q \M M MZ x= Z W Z OD Q M E U ~ N J M I 0 DENVER MUSEUM CLEAN, SAND 26' - 0" TO 28' - 0" EXCAVATION 9' -0" BEAM SPACING ~iZ~~VL- L-- l DENVER MUSEUM CLEAN, SAND 26' - 0" TO 28' - 0" EXCAVATION 9' - 0" BEAM SPACING Z F _CZ-- ~-c vL C PORTOFINO CLEAN,-.SAND 10' - 0" EXCAVATION 0" BEAM SPACING T=L7~~ vt r--1 m v~ 1"•V i i-~ bO c~ H O U O y U _C .b a~ b a~ 0 U U (V a~ Z H o ~ S N ~ N O N a h , w a O0 ~ ~ ~ E ~ O v N ~ S p O 6 ~ O ~ M C ' 00 ° co 69 p N N S p 8 hN. O .y u O 7 C1 N'1 Yl N ~ S ~ ~ H O v? s0 ~ h h Y1 h S a o .0 t` ~ 'd h 00 00 Cd 40 Q O o o Oq o %n oo a ~o 0 1 0 . . 0 o V) a Ln S v ~U ~ v 7 ~ U ~ . ~ C v i U to O ~ ~ 7 p O U c u v H ° y U O O 8 ° O a w O u W C O °v O • 'O ` 3 O ~ 3 •n 'd Q ~ 'D Ll U ~ 17 vl ~ ~ ~ •_-r ~ h N ~O O ~UC ' A E) 4> 'O ~ w Vi ~ v 'O O U ~ •y ~ co 'p O~ C u O d T O C ~ 4:. 3 g E v w aGi O N Cc% Q C O z7 ~ ".a . , C7) co E O ~ • ' .D E h N CO of U O C aJ ~y ~ cC N d .f~ O V .f~-. ° CQ .V.. ~ C ~ .C U V c v v) U v 3 U o U rn in 3 U uo q u ca --j K ~z H a v' u ap ~ = c~cn 0 Z~ O O z ~ 4 U A u 0 z ` N 00 M n ~ ~ Q, ) bQ ~ y U U YN ~ Y ~ Y Y O bo "C1 Y c~ O by C1 / c•1 O ~ U /{yy\ 0 10, ~ o: r y Q~ b b w u w ° 3, w Q OV .U v ° w O O w U 'D u cq Q N N b0 U bo al w .D .~y 'b cVU 0 C Qy cl cn 4) •U w .0 .0, -a bwO fo El a oo c w o 3 0 d a> D 0 s o h o bn a a ° U U b y ti p 'o 4. CO a w o 3 0 bo n b a, ° •z, CL) a $ u u w aai C .a dp i u~ to ig 4) o d w s~ u o 4 W Ei abo 3 40 a a.o 'o cv tw bQ'bo o c~ a w ~n a 0 u 60 'o o 41 p° u v Z q v H a w U 3 S o b 4) o w v w o W 00, o~~~ Cl a~ n w o rn a~i w II w v 3 0 00 o v u U oo y V n -49 o 3 cd o u x as o cd ~C bo b0 U ° v°i v O v1 Y 'ZI w Jr 0 'j w ^ ~ ftf ~ 0 .0 tb Cy U G+ E U o O O .0, cd N bo O CO U ~ O " y -0 c0 U ~ ,~0 ;o ~ . .b .n bo A Q a0i w N v°i G YO O -0 v~ G N G =bo on'~ 3 " o n u aow° ° abbi- abo0 U ,o .0 y .c ti .0 bo v -r U g = bo ~ b :s v a '0a' 0 Q o ~ Oa w w ~ 0 0 0 ~ 0 ~ Co Y~ ~ p, 0 0 0 2 a~ u w° .v Z 0 u 0 ~t h o o u QJ Cd Q' 0Z o W? Z t C, to Q a U ° >'o ^a~i'o a~ fl Y0 r Y , ~ 0 o bo 3 a L) 0 cl cu u sot $ Cd o ° 0 o o tko 0 W ~n o ff 0 u 3 w7 f3. Q'S w ~N 11 w o ao~ o w 0 4 04 00 C" U U y O A o on a a v UU O r- 'o 3 N o > o o o °a w o o r w ~-0 'O O K Cd 3 i N w C14 y o 0 u w C cd .D • - ~ > 0 0 O U M U N H O V o C r w Al A U U 0 U v y 0 O .0 w0 Y v' C0 00 ~ G ai uU. ~ ~ G a w ' O C7 w i y -S -0 C'I c~ a o 00 C O w u C c T p u c .y N N b 0 a W N r h' w X M 0 C. 7 ao a y w' b n X 0 1 O O O O O O O TABLE 11.1 Goldberg Zoino Chad. (Courtesy of the Federal Highway Administration) Values of Ncq 00 N A a El N 5' O m O 7 O R CL CD o CO CD CD CO N O Recommended Thicknesses of tldfied Lagging'(roashcd) for Clear Spans of: Soil D•ecription Classification Depth S. 6' 7'. g' 41. 10' Silts or fine sand sad silt - ML above water table SM-ML Sands and gravels (medium CN, GP, GM, 0' to 25 2" 3" In 3" 4" .4„ donee to donee). - CC, SW, SP, SM Clays (stiff to very stiff): CL, CH 25' to 60, 3" 3" _3" -4" 4" 5a ' non-fissured. Clays, ,.,odium consis- Cl., CH tency and _ H < S. - - Sands and silty sands, SW, SP, SM (loose). - Clayey sands (medium! SC 01 to 25' 3" 3„ 3" 4" 4" s" dense to donee) below - water table.. Clays, beavily'over- CL, CH 25' to 60' 3" 3u.. 4" 4" 5" consolidated fissured. Cohedooleas silt or fine MI4 Sid-ML . sand and sM below water - table. Soft clays ~ ) 5.~ Cl, CH 0' to 15' 3" 3" 4" 5" Slightly plastic silts ML 15' to 25' 3" 4" 5" 6., below water table. Clayey sands (loose), SC - 25' to 35' 4" 5" 6" below water table. O e) H W H W 0. 0 0 v I O w H a a .U. D O d W O vOi - N Ln -C)IO to O O 1 . . N ~ O n to O A 7 O R CL m CD o CD m CO O Note: In the category of "potentially dangerous soils", use of lagging is qucstioneble. ~ z C7 i "I r, U U _y cz ~ W H a~ 'b D G U y E 'J H Y tl r- v U Q y E n b c U ti H b y U 2t O 2 z O ❑ w v Z U C, • 0 4W v m 'C7 (U ` .0 ~ q 'd vii w ~ T) N a) to - CJ ❑ (D U w w O ° J 41 W5 L. cd a) U co O tko Q Em w tzj a~ N N y N " 4) R U N rj U y 'ti b 4, ° -5 06 o 0 F W W N N M o ~ v 4 h V a 00 C .1 .r La N wi C4 W ~ Q C ~ N N YO 'b b ~ a~ o ° ~ w cu ~ IM a~ 3- 3 ~ F. 0 cd o ° b a q b ;bo h U ~ 0 N vi O o C', a i ° • ~ 3 w o cl o Cd J. 0 o H ° C W ° 3 0 b ° w o 4) Y A O Cq G U • `.y' op w bA ca CV CO 0 H a v o cq O U C', o z Cv ~ y0) 5 b o 4) 3 a.7 H C's O U U H h O N O H > -0 • w •Gj ~ U ~y H N . i N ~ cd pq vUi ° a ~ Y a ° O 4t., w ca tUy w -'S 1 3-1 r N O C 10 H O A W {Sa a w O W F W a O a a V W LLJ z w Wti F z 00 F a w f N cl: W a F~ Q cc 4 N 06 c- CV N X, L04 C O 03 N ~ u ~ q ~ N C', U O -s O 3 X a 4, b Cd a o 3 aU.~ ' O d N U rn T1 N cn W N •o p .~C crS o (u ccd W 0 N 0 .1 O >CQ w u ~ o.3 w O :3 vTi y O C) 0 a~ a o o - o . 0 O T R. n O o ~ v o T Ta~E. 0c~ 00 II 4 N to O b O 'O o vi i p..+~ h,O O o u o C6 o 3 0 ti = w 0 a , O O U O w" O o w) ca Q qU U ° -15 cd w G4 b o b v 0> w1 p N N 3 al G w,'G U a o o w o u o c w 3~ . w i O y G cq a CL v Z _ c - Z 04 Y o'er ~ Z V y Ej 'b U U "d - .U N Q w) b O b > n 0 00 to co 3 ai N U C o > 06 b c v O c~3 M W) . ~ OO rn c L Q rn c L tiL Q m L_ y> c v O ~ cc m C E O a O U_ 0) CD 00 N N V C w w w 0 c g. 3w w ~ o ~ N U V O b O n c o . 'B R u 'b ~ y N ~b u cJ ~ a. U •d > C b ~ u U 00 ~ 17 m 7 y Vl m a W W c ca v I'dv. I-11WA-II--99-015 U.S. Department o(Tromportation Federal: Highway Administration JUNE 1999 OmTICE OF' BRIDGE T'I CHNOLGGY 4QO SEVENTH STREET, BW WASHINGTom, DC 20590 GEQ' acr~vrcALENGMEMG Cmer.LAR No. 4 For permanent walls and temporary walls that are considered critical, an allowable bending stress in the soldier beam, Fb, of 0.55 Fy, where Fy is the yield stress of the steel, is recommended. Steel sheet-pile and soldier beams are commonly either Grade 36 (Fy = 248 MPa) or Grade 50 (Fy = 345 MPa). For temporary SOE walls, a 20 percent increase in the allowable stress may be allowed for positive wall bending moments between anchor locations; no allowable stress increase is recommended for negative wall bending movements at the anchor locations. The required section modulus Sq, is calculated as: MM. Swq = R (Equation 22) Standard SI units are S(mm3), Maw (kN-m), and Fb (MPa). In most cases, several available steel sdetions will typically meet this requirement. The actual wall section selected will be based on contractor/owner preference, cost, constructability, and details of the anchor/wall connection. When designing permanent anchored walls in relatively uniform competent materials, it is usually only necessary to check the final stage of construction provided that: (1) the ground can develop adequate passive resistance below the excavation to support the wall; (2) apparent earth pressure diagrams are used to assess the loading on the wall; and (3) there is minimal over excavation below each anchor level (FHWA-RD-97-130, 1998). For cases where there are large concentrated surcharges or berms at the ground surface, it is prudent to check wall bending moments for the initial cantilever stage (i.e., stage just prior to installation and lock-off of uppermost anchor). Where the final excavation height is not the most critical condition, designers commonly use a staged construction analysis where the maximum wall bending moment, wall deflections, and wall embedment depth are evaluated for several stages of construction. An analysis is required for this case since the maximum bending moment may occur at an intermediate stage of construction (i.e., before the final excavation depth is reached). Intermediate construction stages may be critical when: (1) triangular earth pressure diagrams are used to design the wall; (2) the excavation extends significantly below an anchor level prior to stressing that anchor; (3) a cutoff wall is used to maintain the water level behind the wall; (4) the soil below the bottom of the excavation is wear resulting in active earth pressures that are gmater than available resistance provided by the too of the wall; and (5) structures are located near the wall. 5.4.2 Design of Lagging for Temporary Support The thickness of temporary timber lagging for soldier beam and lagging walls is based primarily on experience or semi-empirical rules. Table 12 presents recommended thicknesses of construction grade lumber for temporary timber lagging. For temporary SOB walls, contractors may use other lagging thicknesses provided they can demonstrate good performance of the lagging thickness for walls constructed in similar ground. Permanent timber lagging has been used in lieu of a concrete face to carry permanent wall loads. For permanent applications, the timber grade and dimensions should be designed according to structural guidelines. Several problems may exist for permanent timber lagging including: (1) need to provide fire protection for the lagging; (2) limited service life for timber, and (3) difficulty in providing 81 Report No. FHWa=RD-15-128 PB 257 21( LATERAL SUPPORT SYSTEMS AND UNDERPINNING Vol. I. Design and Construction D. T. Goldberg, W. E. laworski, and. M. D. Gordon April 1976 Final Report This document is available to the public through the National Technical Information Service, Springfield, Virginia 22161 NATIONAL YEVINICAL Prepared for : INFORMATION SE(t1(ICE eS. DEPARiMENf Of COMMERCE SPIMIEtD. Yk 22161 FEDERAL HIGHWAY ADMINISTRATION Offices of Research & Development, Washington, D.C. 20590 9.32 Wood La in 9!-32, 1 Wood Materials The most common wood used for lagging in the United States is construction grade lumber, usually rough-cut. Struc- tural stress-graded lumber may be specified Preferred woods are Douglas Fir or Southern Yellow Pine both which provide a desirable balance between flexural stren of formation modulus. gth and de- Table 3 lists the properties of some woods that may be used for wood lagging. The ali.owable flexural stress stated in the table is far normal or repetitive use construction. 9.32.2 Archi_nor .Experience has shown that lagging installed in the conventzc,al manner in most reasonably competent soils does not receive the total earth pressure acting on the wall. The lateral pressure concentrates on the relatively stiff soldier piles; less pres- sure is applied to the more flexible lagging between the soldier piles. This redistribution of pressure, known as arch- ing, is inherently rested to the usual manner of construction. The 14gging is supported on the front flange; a slight ove=ut is made behind the lagging to facilitate placement of the boards; and the inter- vening space behind the boards is filled with soil. A related phenomenon is that the pressure on lagging is relatively unaffected by depth. It therefore follows that the greater forces associated with deeper excavations must be trans- mitted through soldier piles. 32.3 Lagging thickness design is based primarily upon experience and/or empirical rules. amplitude of the One procedure is to vary the pressure diagram with ier pile and maximum pressure at the sold- minimum pressure midway between the soldier pile (see Lacroix and Jackson, 1972), Another procedure is to reduce the basic pressure"d.iagram used in the design of bracing and/or tiebacks by applying a reduction factor. For example, Armento (1972), in design- w ing lagging for the BARTD system, applied a 50 percent reduction factor to the basic trapezoidal earth pressure diagram used for strut design, ' The New York Transit Authority uses the basic pressure -118- Table 3. Strength properties for typical grades of timber. Allowable Modulus of Wood T Flexural Stress ype and G Elasticity rade Y fb, Ps' E, Psi Dou 1as Fir - Larch, surfaced dry or surfaced green used at max. 19%, M. C, Construction 1200 Select Structural 1500, 000 2050 1:800,000 ou las Fir - South surfaced dry or surfaced green used at max. 19%a 'M. C. - Construction • Select Structural 1150 1, 100, 000 1950 - 1,400,000 Northern Pine, surfaced at 15% moisture content, used at 15% max. 19% M. C. Construction Select Structural 1050 1,200,006 1750 1,500,000 Southern Pine, surfaced at 15% moisture content K. D. , used at 15% max. M. C. Construction Select Structural 1300 1,500,000 2250 1, 900, 000 Southern Pine, surfaced dry, used at max. 19% M. C. Construction Select. Structural 1200 1,400,000 - 2050 1, 800, 000 besr avail tiler copy. W - T ' American Institute of Timber Construction, "Timber Manual", 2nd Editi Construction on, Wiley, 1974. -119- ,rtiagram 'of but stress Stress o a 5o percent increase in the allowable flexural sss graded lumber, 9,,32, 4 RecOnunended La in Thickness devel ed A table of recommended thicknesses has been op and is presented as Table 4. Since the table has been develop_ ed on the basis of construction grade lumber, adjustments are re uir for stress-graded lumber. q ed The so-called "competent soils" shown herein are typically either granular with relatively high angles of internal friction or stiff to very stiff clays, Medium clays included in the table are those with a ratio of overburden stress to undrained strength of less than 5. The categoq- granular soils with low angles of irate of frifc~on s0i1811 includes loose, tendency to run when saturated. Heavily °verconsoli.anddsoils -h ted fi ated fi sue a clays are also included because the ssured especially in deep excavations. Y have a tendency to expand laterally, 9.33 Dis lacements and Loss of Ground 9.33.1 General Important factors contributing to ground loss are the soil in zones immediately behind the lagging and the flexure ggi-ng board itself. The following loss caused b discussion concerns ground y the inherent characteristics of soldier pile walls, in particular the tec miques used in construction. not deal with overall, deformations of the retained earthsmass.n does 9. 33.2 Deflection of La in in Table 4 will generally The lagging board thicknesses recommended y maintain deflection to less than about 1 inch. 9.33.3 Overcut by effective Movements caused by overcut are best controlled Packing of soil behind lagging. The most effective way of backpacking is to ram the soil into the space from the u erside of each laggg board. y in obta If there is difficult 10 S in ining sufficient cohe- ` ion *,material rammed in this manner and/or there is cone with f utuz ashout from ground water action, the soil can b ern } e mixed I -120- Table 4. Recommended thicknesses of wood lagging. Soft Description Unified Classificatiot Silts or fine sand and silt abov ML M e water table SM-ML in Sands and gravels (medium GW, GP, GM x dense to dense), . GC, SW. SP, 1 H Clays (stiff to very atitn; CL, CH non-fissured, Clays, medium consis_ CL, CH O O tency and XH Su < 5. Sands and silty sands, (loose). SW. SP, SM O Clayey sands (medium SC dense to dense) below H water table. a Clays, heavily over- CL CH 4-1 consolidated fissured. h Cohesfonless ■iltorfine ML; SL(-ML sand and silt below water table. a S D Soft clays I( H ) S. SU CL" H a Slightly plastic silts below w t ML 940 N a er tabl=• OO ~ A O Clayey sands (loose), b Sc . s " elow water table. Recommended Thicknesses of Lagging (roughcut) for Clear Spans of: Depth 5' 6' 7' 8' 9' 10' 04 to 25' 2" 3" 3" 3" 4" 4" M . 25' to 60' 3" 3" 3" 4" 4" 5" 01 to Z5' 3" 3" 3" 411 444. Sod 25' to 60' 3" 3" t" 4" Sn 5" 0' to 15' 3" 3" 4" 5" 15, to ZS' 3" 4" 5" 6" 25' to 351- 4" 5" 6" Note: 1n the category of „potentially dangerous soils", use of lagging is questionable. K -121- S t ' "''net WCHANICAL AND MATERIAL REQUMEMENTS ' ` 0 t EXTERNALLY THREADED FASTPNERS-SAE J419 AUG83 .SAE IStuddard report of the kow and Stcct Tn Coiwwsillee, aPPtofed J[rwxy 1149. ektewd, rtimon ISTC Oirisiooo 29,11utm1 1981. • : i , i 1 /re This SAF: Standard covers the medtanical -and material re- quirements for:sted b l NoTr. Previous isiucs dlss ttIdditd also covered nuts, now curl o ts, screws, studs, sems,t and U-bulls' used in ' dultfmtitivt and related indus(ri i - i separately in SAE J905 (A gust; 19.67). H ' ~ cs n s ze, -to I% in, indusive. ' SFlics: ScYew and Crasher isicmb _ 1 Z; DerigftatiaNS 1 2.1 Designation SyslemL GM; cs aie;designaled b~inulnlrers WI . U Lola covered by this AIi Standard we thwse used 1 t son rclat *arras 91cd covered 1+Gid 4 of hiS Ey: (at M"M'ofy in he swls~ this drmi Ua l ' t~ t s d increasing numbers r~c-l,psp,,~ n!intreasing tensile strength, 'and by deeir of whale numbers CH dedm:ds rcp&vcnt; variatl6fis at the -c ` so a as studs. M-. u{Kt'ever the w ord "st u& ~ , "U bale is also Mi- plied. Meat cys should repo nhc dot the ..U.. rxion Mat " s jitain 1. i load equivale t to t b il strength kwel. T1te gt~tde )lr~igtsalatu ari dived in.Talilc 1. . - • ;1.2 Grades-!tolls art U strews air natntally ava12611 only in Con; S n wo t u nr siuds of she swore sine and grade;'dfus;-aduil k d rn'i6 SCitj of U.bolu s(wuld be dctesenined bh nddle brad s.ssx-l ! 1,-Y, 5.2, and $:2i- uds ate nornully available; only in Cra 1- 2 .4 - 5_ N_ and 8.1. Grtadct 5.1 is anhlie-214v to te-t'..,I.I.a. t ! TAM t-MECKA MM RECAMIL 1NFlITS AND IOHft1FIGlim MAPJUM ►01t tO(TSe SCllkllf "S, kmst Amu U-iOCTif. . l " I • fvN Use RAS, Mo&6e Twtl ftodmoot of I fwflelew Clew Sawtrt, sewdy Swwta 5411" Saer-1. wood Slvd. 1 sN- 91 rma Tel" YkW Twwijw Nwderdltoo ' ~ 2i R * lirihlw M hadvcis 4 (Skwt). (Slr"O (skwtt) - (Slro,") F4tnIteso4w wt Ardw ReAwelll 3664 ~ IdwalN catl• i {n rtl Not. is Mtn. Ml min, ttl i MK % Mrs, % 11Awu MM Male Mahfklooiv, jobs, ; - - Swdtw~ 1/a CM 1.112. 33 000 10 000 36 OW 60 000 18 33 ~ - 870 8106 1400 lobe, Screws 1/4 Mwv Tile i 53 NO 11000 37000 71000 is 35 ' 880 8100 - , Studs a r 3/41.1-1/2 37 000 .60 000 36000% 60 000 Is 1 35. - 870 i 100 . NoM Studs 111 dust 1.1/2 65 000. 113.00 100 000 ' 113 000 10 33 - C21 r COZ Holht 5 : jabr. Screws, 1!4 thrv 1 63 006 120600 11i'060 120000 14 351 1 1 :54 • C2S ,1. C71 ~ T Ski* O+tr I Id 1-1/2 71000 103 000 81000 105 000 14 351 l S0 C19 C30 l Sows 5. 1 Ne d tl 5/8 a i , . ww 83 000 120 000 i s9.S C25 - C.. ' Scstwf NA. 6 dww I/2 i - - ' jobs Screwf 1 / taw., 1 I 85 000 120 000 92 000 120 000 14 331 1 I I i ! S6 C26 C36 I l Smws Bob$ 1 11 No 1.1/2 105 000 173 000 115 000 - 133 000 ' 12 I 35 1 151 ' C20 p4 8oht I l I N . 11 , Screwy, 11111" 1-1/2 120000 150000 130000: 150000 12 35 . . I 56.6 677 C30 l stud, Sleds 1 ~j 1hw'1-lrt 120.000 150 000 170 000 150 000 10 35 i I - C72 d9 Nwst 8.2 Ssoft$ crews 1/1 th. 1 120000 130000 130000 150000 10 3' I 58.6 C33 d9 i ' Tteld strength is stress at v,hkh a permanent set of 0.2% of pope length ssccvrt ' Yield'pdml ff,o apply yntead of yield strength at 0.2X ousel. d i Grade 2 lequkemenls for Gs~s 111 dwowpll 711 M apply only I. Wit ahd screws 6 M and Ih«ter in kr,plh, and Io studs of ad (enptlu. F« tlli and screws brayer ttwn 6 6. Grad, te9ukemmts Shop , • , - Grcda S staleriol heal keikd Grad before affeahb(y with o hardened washer Is an acceptable svbtlilvla. ;See TAI. 7 bobs and _e_ ore rap threaded after heat kealment. ' rable 6 for pope knplh. 1 57.5. washer held and Mi Oonpa prodwctr wilhowt ossembkd washers strop have a tore hafdrim not dixceedna K awei 68 and a wrtact harddass not ok,eedmg Rocl;wep 3( ",Sem, and sir„itar Mod„cl,~wifl'"I washers. ' Sea 10o1nola 2 0( text. ' s tlol r't'PCcaGk I. stud, x•tolled and cross recast (rood product,. • i Prop( load lest, Rc944-MInh in d,esa prudes only apply to slyest ratiaved products. ' 4.0 DICKMAN-HINES LUMBER COMPANY P.O. BOX 6137, FEDEML WAY, WA 98063 PHONE 253838,6790 FAX 253-8384589 Memo February 29, 2000 COGGINS & SONS DRILLING From: MIKE COOK 9512 TITAN PARK CIRCLE UTTLETON, GO '6p125 Attn: LARRY PHONE: 303-M-2911 FAXW3491-0967 Re: Bending Design Values for 3 x 12 The Adjusted Fb for Doug Fir # 2 Is 1,250 Psi The AcQusted Fb for Hem Fir # 2 Is 1,175 Psi These figures represent the minimum design value allowed for straight # 2 Grade. In both cases the lumber provided is # 2 & Btr, with the amount of "beffer" varying from manufacturer to manufacturer. We know that the Hem-Fir from this manufacturer has all of the higher grades left in it, meaning that the percentage of #1 and Select Structural grades in the mix is higher than in the Doug Rr...-. -therefore, one can reasonably equate the overall strength of the two species to be very dose. OTE: Fb (Exteme fiber in bending) to meet or exceed the abov"fter- adjustments for size, MPOU ivve member, and flatwise use. Fb may be rounded to the nearest 25 or 50 Psi increment, according to ASTU Designation- D 245 Seotion 6. t. MIKE COOK Dickman-Hines Lumber Co. TO/TA-.a CC _ RECEIVED E,' 1 AN 2 2 2007 COGGINS & SONS, INC. h~ Layton COM Caisson Drilling, Excavation Shoring, Tieback Anchors January 19, 2006 Layton Construction Company, Inc. 9090 South Sandy Parkway Sandy, UT 84070 Attention: Mark Sheanshang Subject: Four Seasons Resort Earth Retention CDOT Questions Ift- As requested, we are providing a letter explaining the need of soil nails into adjacent CDOT property; in particular, Highway 6 and why a soil nailed wall earth retention system was selected for this site First, we would like to explain the basic concept of Soil Nailed Walls. The basic concept of soil nailing is to reinforce and strengthen the existing ground by installing closely spaced steel bars, called "nails", into a slope or excavation as earth retention construction proceeds from the "top-down". This process creates a reinforced section that is itself stable and able to retain the ground behind it. The soil nails tie the active zone (that would otherwise fail by moving outwards and downwards) to the resistant zone. For stability to be achieved, the nail tensile strength must be adequate to provide the support force to stabilize the active block. The nails must also be embedded a sufficient lenp_th in the resistant zone to prevent a pullout failure. Since the edge of future foundation wall of the proposed Four Seasons Resort is located within close proximity of the property line separating Four Seasons and CDOT property, the soil nails will need to cross the property to achieve earth retention stability. I would like to clear up any issues that anyone may have about our proposed earth retention design and why the selected system is in our opinion the best earth retention system for this particular site. C Due to the subsurface conditions outlined in the geotechnical report and our experience in the area, we feel the proposed system provides a safe working environment while maintaining an efficient construction schedule. In addition, we have utilized this particular system numerous times in the Vail Valley (and other mountain communities) with good success. 9512 Titan Park Circle • Littleton, Colorado 80125 • (303) 791-9911 • FAX (303) 791-0967 4 COGGINS & SONS, INC. Caisson Drilling, Excavation Shoring, Tieback Anchors Before our proposal assembled, our engineers perform a complete design. The design approach includes interpreting data provided in the soil investigation and utilizing one or more computer analysis programs. One program utilized in the design was SNAIL-Z developed by the California Department of Transportation (CALTRANS). We have used this program on numerous successfully completed projects in the past and have found it to be an excellent method of designing Soil Nailed Walls. Our analyses of the soil nailed walls indicate a more then acceptable factor of safety for this particular project. The third party reviewer has indicated similar results. In addition, we utilized a program named Slope/W for additional slope stability analysis. This program is considered "state of the art" by most in the geotechnical field, and provides further confirmation of the design, and required safety factors. Additionally, this project has been designed and will be installed following criteria as outlined in the Federal Highway Administration (FHWA) Manual for soil-nail wall design and installation. The earth retention proposed for this project is not a typical soil- nail wall design as some may think. We have included additional vertical reinforcement as support, by utilizing reinforced grout columns or "micro-piles". By including this aspect of construction we have increased the required safety factor. Including this added support will reduce the amount of potential caving and speed installation. Soil nail installation will be tested as outlined by FHWA. This information will be sent to our office on a weekly basis, for review by me to assure the design parameters are being accomplished. I will also visit the site on a bi-weekly basis (or more often if conditions dictate) to observe construction and compliance with the design documents. After each site visit a "site observation report" will be issued with copies to the contractor as well as our field supervisor and project manager. All of us at Coggins & Sons feel strongly that we have the highest standard of quality control and product installation. We feel the earth retention system proposed will generate a safe and successful project. If you have any questions, please contact us. Sincerely, Coggins and Sons, Inc. John H. Hart, PE Op REG~S~ p o ~ ~Y DF ~,T~`,~c~ /01.J J 9512 Titan Park Circle • Littleton, Colorado 80125 • (303) 791-9911 • FAX (303) 791-0967 ~ L ~1AIL ~EC~JERA~ I~C~TES te r.... 1, DESIGN BASIS A. 2OD3 INTERNATIONAL BUILDING CODE RE~~ ,:p C. THE EXCAQVAI~ON cS Gf?ESIGNEDGTODATCQCOMODAT~E NORMAL CONSTRUCTION SURCWARGE p¢'~'~~Y D~""~T~` OF MATERIAL AND LIGHT TRUCKS, NOT HEAVY POINT LOADS SUCH AS: ~ 'S , CRANES {TRACK OR OUTRIGGER), EXCAVATORS, CONCRETE PUMP TRUCKS, OR LARGE STOCKPILES. C?; ; D. '~EFEREN E CODES; Q ~ 1. AiSC-ASD STEEL MANUAL, NINTH EDITION ACI 318-99 "BUILDING CODE REQUIREMENTS FOR REINFORCED fi CONCRETE", (J~; "~w 3. PUBLICATION NO. FHWA-SA-136-~69 "MANUAL FOR DESIGN AND CONSTRUCTION ( MONITORING OF SOIL NAIL WALLS ` 4. PUBLICATION NO. FHWA-IF-O3-O17 "SOIL NAIL WALLS" GEOTECHNICAL ENGINEERING CIRCULAR NO. 7 ! ' 2. FOUNDATION; A. SOIL DATA WAS TAKEN FROM INFORMATION PROVIDED IN REPORT NO. 1O5 291 BY HEPWORTH-PAWLAK GEOTECNNICAL, INC., GLENWOOD SPRINGS, CO 81601, DATED JUNE 22, 2045. 3, MATERIALS A. SHOTCRETE: ALL SIIOTCRETE SHALL BE READY MIX PLANT PRODUCED NOT VALID WITHOUT DATE CONCRETE YIELDING A 3 DAY COMPRESSIVE STRENGTH OF 2000 PSI & ORIGINAL SIGNATURE f AND 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT DESIGN MIX TO COGGINS & SONS ENGINEERING STAFF FOR REUlEW, ONE SHOTCRETE PANEL SHALL BE PRODUCED AT THE BEGINNING OF WALL CONSTRUCTION AND ONCE EVERY TWO WEEKS THEREAFTER. TWE SHOTCRETE PANEL 5HALL BE MINIMUM 18 x 18 x 5.75 INCH AND IDENTIFIED TO A WALL LOCATION. TEST PANELS SHALL NOT BE DISTURBED FOR THE FIRST 48 HOURS AFTER SHOOTING AND DURING THIS PERfOD BE FIELD CURED UNDER CONDIT1ONS SIMILAR TO WALL CONSTRUCTION, AFTER FIRST 48 Ht~URS, TESTING AGENCY SHALL OBTAIN PANEL FROM FIELD AND RETURN PANES TD LABORATORY TO CURE UNDER ROOM TEMPERATURE. Q CORE PANEL AND OBTAIN 3 SAMPLES FOR TESTING AT 3 AND 28 DAYS FOLLON~NG ~ ~~i~sc~n t~ril~ing, ~xcaw~cti~in Sl~arin~ `"'~b~c An~ha ACI 506 GUIDELINES. CORES SHALL BE AT LEAST 3 INCHES IN DIAMETER, ~ ~ CORING AND CAPPING OF SAMPLES SHOULD OCCUR SAME DAY OF TESTING. I-°` ~ ~ APPLY.GORRECTION FACTORS GIVEN iN ASTM C42 TO OBTAIN COMPESSIVE STRENGTH AND REPORT RESULTS TO CO~GINS ENGINEERING STAFF IMMEDIATELY, ~ h B. SOIL NAILS ALL SOIL NAILS SHALL BE GRADE 75 REINFORCING BARS ~ ~ ~ OF THE SIZES SHOWN ON THE SOIL NAIL SCHEDULE, REINFORCING STEEL W~TH B AER NG PLATES SPERS'MEI SIQIL~NA L~ SCNREDULEALL BE FURMSHED W ~ ~ CENTRALIZERS SHALL BE PROVIDED FOR ALL SOIL NAILS, C. WELDED 'MRS FABRIC SHALL MEET ASTM'Af85 5PECIFIOATIONS. ~ ~ E. GROUT ~DIRGSOIL~N~ISSASH AL BE~'I'YPETf~ POR7DLAND CEMENT MEETING Q 9512 TITAN PARK CIRCLE ASTM C15O SPECIFICA71ONS'AND POTABLE WATER. THE MAXIMUM ~ ~ r-- WATERjGEMENT RAT10 SHALL BE 0.45. GROUT MAY CONTAIN SIKA CO. INTERPLAST~N SHRINKAGE COMPENSATING CEMENT 1N THE MAXIMUM r,,,'~ AMOUNT OF 1% BY WEIGHT OF CEMENT s F, DRAINAGE BOARD. NEEDED SHALL BE OF COMPOSITE CONSTRUCTION CONSISTING J, „ J,,r " ~ITTLETON, COLORADO 80125 nr w niinn.~rrn _..n..in~r n,nr~n n, an~xn n_n.n.xc~r- .a....~ u. TEL: 303.-791 -991 1 FAX: 303-791 -967 PROPOSED EARTH RETENTION ~~i r• FOUR SEASONS HOTELS AND RESORTS VAIL, COLORADO SHEET N0. INDEX OF SHEETS i XBS - 1 COVER SHEET, GENERAL NOTES XBS - 2 PLAN VIEW XBS - 3 ELEVATION VIEW SOUTH WEST WALL, SOIL NAIL SCHEDULE Sr XBS - 4 ELEVATION VIEWS WEST WALLS XBS - 5 ELEVATION VIEWS-NORTH WALL XBS - 6 ELEVATION VIEWS EAST AND SOUTH WALLS XBS - 7 CROSS SECTIONS XBS - 8 STRUCTURAL DETAILS 1 FOR LAYTON CONSTRUCTION COMPANY 9090 SOUTH SANDY PARKWAY. SANDY, UTAH 8407 y PH. 801 -568-9090 FX. 801 -569-5450 ~oNSTR~~T~oN t. DURING THE CONSTRUCTION OF THE COGGINS & SONS, INC: WILL MONITOR USING SURVEYING INSTRUMENTS. 2. THE CONSTRUCTION MONITORING SHA NOTE: WHILE THE EARTH RETENTION SYSTE BEFORE CONSTRUCTION COMMENCES, A UTILITY LOCATE NEEDS TO 3. AFTER COGGWS COMPLETION, THE GE BE PERFORMED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES SHALL MONITOR THE WALL AT LEAST THE WEEKLY MONITORING SHALL BE SURROUNDING THE SITE. THE SHORING DESIGN WILL BE CONCRETE FOUNDATION WALL COMPL REVIEWED AND DRAWINGS REVISED, IF REQUIRED, WHEN FINAL UTILITY LOCATION BECOMES AVAILABLE.. REVISIONS r_ ~ ~s ~ . T~ ~~~,~r„r,T„~~, 4. IF ANY SUDDEN MOVEMENT OCCURS IV V. UH 1 11 UtJl.Kll-' I IUN tAKIH KEIENIION, WORK SHALL BE DIMENSIONS OBTAINED FROM DRAWINGS PRODUCED BY: 8-28-0 MICROPILES TO SOLDIER BEAMS COGGINS & SONS ENGINEERING STAFF uni w w C!L1 i L-1 eii izuiTu V n.ni ~inr=i iPr i HILL GLAZIER (ARCH.) DATED 4/7/06 2-1-07 PLAN VIEW LAYOUT HOILDAY HOUSE 5. IF ANY SUDDEN MOVEMENT OBSERVE RETENTION COMPLETION AND BEFORE NISHKIAN MENNINGER (STRUCTURAL) 4/7/06 eacKFiLL, WORK SHALL BE IMMEDIATE ALPINE ENGINEERING (CIVIL) 3/21/06 AND COGGINS & SONS SHALL BE IMM 6. LOGS OF ALL MONITORING SHALL BE WEEKLY AS PERFORMED. 1 D ' t ~ 2 ~ 2.7~ 3 3.3~ 4 4,2~ 5 ~ `5,4~ 6 ~ 7 ~ 8~ 9 ~ 's,6 9.7~ 7 1rY '10,510.6 ' 11 11,2 91,3 11.4 '11.6 12 12,1 i, i, ~i E ~ ~ E/ < 1 t ~ ~ ~ J • . ,C ~ ~ ~ , 28'-0" ~ 4'-0" zfi'-o° ~ z _s~" s - 9; 4'-2" _3,. , '7. - - - - s 19 -6~--- - ` / ~13~=~ ~ / ~T/._._._._.26_6'! ~ 19 -6~-•-.` ' B 5>4~ _.14_x!_'._. - I ~ 4-0° 3-0" ~ 2'-4" i I { i i i I ~ i I i ~ (L ' 4~~' I( Lj---- i ' 1 ! 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MAr { i I 1 ~ i i;n2a,e+ i i 1 i ! c ` ~a c -'6i~'9G I ! ~ ~s ww. pNLr m ~ ~ I I I T, E~.E i E ----I ec----"EG- ~--5194...... tc ~ I i usm rs sum I, ,j " i i I i ec Ec -j--• ~ _..,.i... ~e r:e Ec ~ I j i I { I i' i ~ j i ME . I I I I i I ~'-----(Ec Ec ~c Ec ~ I I i~ I j j ' I 48 i I I { 1 ! Fc ro Ec ~o I I a i I I .I Ea---~,D 1 i ~~g~ i ( i i t I I, , -i--- ec--i-• cc-+-- ec ~c. i I I ~ i I i I I I ii { i i i i li i i ! i i i i l~ i i ~ { i SEE DWG X85-5 NORTH WALi1 FQR DEVELOPE~ i' ,i E I ~ I A 45 ~ I i I i I I ! ELEVATON NEW OF EXCAVAII~N BRACING i { { I i I I j' i I i ~ i i t 1 i i I • { j! i I E i i i fi 1 ~ l i l i I i i i i I{ I I I i !i e ! i i i i i i i !i ii i i i ii ,,..i _ SEED )IBS-4 NORTH wESF CAN LE WALL FOR , _ ,r. . } _.r,..~ ° ~ ~ DEVEL PED E~vAT1~ EW DF E~ AvA oN BRAaNC { I ~ ! ! ! ! I ! I, I ! i - I a~i ~ e l i I 1 i I I I{ i I i i{ ! ! i RlJd~ l~ ! I ( I i 1 i t ~ i i { i i E { ,i 'I A4 ~ .4? I _ TO-Ll~VE1.-02_._._._._._ G_._._._ ! ! i- I - ~ ~.._.~-_._._.L.I i ._._,L._.._._.._ I' `.fz? araaee ' ~ 6'RI9GP"'ITFI"FO731fNG"I ~ . -'j . , 'l ~ a ~ I I ~ I { ~ j ( ti,~,~ i I i a I n+ ~-o IAN. ~ { i I I , i i II i I i 1 i 1 E r ` dim i I I 3 1 I I I I it j II i 1 E I j (I i I I I~ i ! I i ! ~i i 'i I i i ~ i I 1 (i ~ I ii 4. ~ B1 i ! I I i I 1 -I ,i li I i i i i ii - A4.6`-• - _.~_,_._._,I-._._._.~.._..j.._._._._._._._._._._._ ~ i ~ I I ~ i t i I, i i ~ i ti./ ~ ~ I I I~ 1 i I ii l I{ Mj 16y i i t { ,l ! I i _ ~ i { i i ~ ~ it I i~ I ! . , L i ' I I I 1 ~i ~ a i{ - 1 - - - w ,~,.1 ~ DEYEL ED ELEVATTON ViEWOf EX~^AVA~IDN BRACING _ I i I i i ! ~ ~ I' i ~ I j sa r I{ i i i ~Iz i ii i I j! A6 ~ .t.. ELEVATOR - - - - -•j----- - -i--- - - - i-- ~ _._.j~.--- j----j-,_._C_._. _._._._.i1.._._ , ~i I i( { i i I I ~ I ii i ~ 11 ~ I PT ~ E 'I ~ ! I { i i 2 ~ I ~ i 3 1 ,I i ~ I I I l i ~ I m ~ 36 I i I i { ' i I 1 I { ` ! , i ! 1 C~1 ElE 1 , , i i I I I I CH~(lNEL a.,5 { I l i i I i i I 37 SEE Dl~G XBS-4 UPPER WAIL NORTH WEST AREA WAY FOR { i j I 1 t I I I' I I { j I( L. 0y DEVELOPED ELEVATION EW OF EXGAVA'~ON BRACING - I , i I I E ~ I iI I iI ~ i i it { i i I it ,i I !i i i I i ~ ~ i 1 i I i{ i i i I it a i i i i i I i ' i i ~ ELEVATCk ' aE~nltoR i I m, ; ! I I C I 1 I I. it I { ,i ~ i I { ~ I l I I ! { { i r~T I PIT 1 ! i i ,,"J rs a~s&e I MAT FOOTING DEP1H ~ 3 0 IAN, i I I I I ~ I ~ { I it ~I 35 I I 1! I I I I I 1 I~ I j { i I ~i ! i i i 'i i i! I( I i i { Sr:E DwG XBS-4 w~sT WALL ~'DR OEVELOPET) 1 i I I _ I ~vAnDN vrEw aF EXGAVAn~N B ACING { i i i i i i i i{ I ! i ! M i ( i ! 'Ag i ! ! i i I I i i i { 1 i~ I!_~ i i I i -34-- T--- I I ~ i i i i I I i t i i ~ i { I i i I I ! i i I ~i i ii I i I i i I i i I 1. 'i i i 1 of I 1 1 { i j I i i i ii I ii I i w i I i _~I I I i i i i ii i I, l i i ~ i i' v,' ~ 33 SEE DWG XBS-4 UPPk~ WEST wALL FOR ~}E OPED i ~ 1 i I 'i ' 1 i I1 I ( { ~I "I ELEVATION W OF EXCAVAII EIRACiN ~ I I I 'I ' ~ ! o I" :a ~ ~ I ! i i I i i ~ !1 c 1. I I ~I ~ 24 GMP ` i I I i I! i I I 1 I 1 I( j 'I I i i I , i I i i i ) l I I { I ii I I i { i li A,O, i t1. j i i ; I I I { I I l 1 i 1, I o ~ i i i i i i i I i i it l i i i ii . ~ I i j ! ! i i i i i c it l i i i i~ ~1 31 I i t i ! i i i 1 i i i~ i i { i II hi i i i i i i i i i i i i i! i i i j! i B,G, MAr ~ ~ i ~ i i i 1 ~ I i j i! i! i ! i i ti` _ 684 ~~3 'I 1 i i I I 30 2, I ti c i I i { j I i 1' I I ij I i i II t % CH NNEL • - ! , i i._. ( ~ ~ I I „ I I I ~ I j i r i I I i ( 1. i~ _ ~I B,o. MAr i , i { I r - i I { ~ I I I a L._, I r.-., 1 . 1 ( i _ _ { f. ~ ~ 813 ' i i i i i I - _ _.r-- ~ I ! i I i- ! i i I i I I , I i 27 i E 1' I I I ( i o I I N) ! I I ! i ~ I i I axnras~a FaUNDA,WNj c i { i I i l{ j I i i i _ i i , i i i ~ ~ EXiSTI G CONCRETE ~ I I i j 2 8148,0 r' DRAIN {;E CHANNEL ! I i I i I A13`- - - - - - - - _._.-._._:•~..R AFH-DURING-.--_._._._.J.._._, ._._._.~._._._._.__._.L_._,_._._._._,_._._._.~.._._._._._ ( { I { ( q5 CONS1~tUGRON I i 1 i i ~ i { j i { I i I i i { i I I of O _ I 1 I i i 1 ( i j ~i i i i i i i I i I 24 j i I, s ~ I I I I l { i ( ! i i ; ! i i ! i i ~ i ( i; i I i ( Bi72'-0" ~ 10O'-O` SCALE: i/16" = 1'-O" i I j i j A14L. - - - - - - _ - - - - - - - - - - - - - ~,i 23 T TI D TH 4. '-0" I I I •i--- z ~ MA f00 t{G EP 3 MiN. { I i 1 I NOTE- I i i i E l ~ O i I j ~ 1. SHORING WALL LAYOUT r0 BE PROVIDED'BY 0114ERS, i i j I~ I i i i , I a I I I. { i 1 2, G N -O" V ! I i I` of ~I ~ i ( i i i ( ROUT COLUM 5 2' O C, 1YP. U_N.O. BOTTOM ElE A71ON OF I i ~I °~o i ALL GROUT COLUMNS MUST EXTEND 1 4 BELOW BOTTOM OF ~ r ! i I ~xcnvanoN. I ~ \ al SEED XBS- UPPER SOUTH WE i A A AY FOR I ~i zZ DEVELdPED E 'VATION VIEW OF EX~AVA RAgNG { I I I I I F I i ~ 3. FIELD ADdUSr SOIL MAIL LAYOUT TO AVOID CONFLICT Wllk S ~ ~ f i I j ( ~ i EX1S'flNGGROUTCOLUMNS AND DE-wAtERING' Y~ELIS. v " z1 j i{ i { i I r I 12 wAU. \ I i I i ~ ( ~ ! ( 1 I I 4, DE-WATERING WELI. LAYOUT SHOWN ON THIS DRAWING IS I_E~C~~` ■ A15L• - I._.._._._.__._.~.._.6 ~._.._.~_._..~._._._....I_._.__.-._._' .-pPPR@XfMATE AND FlNAL Lt~ATION OF WELLS SHALL BE i llNE I ~ j i I i i ~ DETERMINED ON DRAWINGS BY OTHERS. TYPICAL SOIL NNL wi1H l \1 FTG DEPTHS 20 I I i 1 F~^ DIFFER ~I / { i I I ~ j i 1 CtX,UMN NUMBER INGLUDED ~ ~ A 15.3-, I i _ I 1 { I - \ / - I -'i. I F.._.. -1'. j . ~ TYP. GROUT COLUMN \ `1 1a i i l i I i ~ \ ~ B.O, MAt i I I i i ~ ,~6 EXISTING GRADE \ ~'s 812T-0" i ~ I j I ~0 . \ V A ix- 1s w" i i i i 1 i I p o i DE-wATERINC wEUS ,v ,v - ~ I o I I ( ( I i BY OTHERS y Al6i--- - - W:^:~ ---:e:_.~.._ =:_I" .A.- 9285 DU7HL. ~F~:=.~ \ - -~1-- -i- ~ 16.1' n, 17 oa i ~ j DE OPEO E VAITON NEW OF CAVATION BR ING i , \ i ~T a..._3~ " b( I I i 12 11 1 9 B X f { I ~,r ~ .f' I I ~ I i sw~ o ti i I i ~ an{r~s ,r ~ I .,,,,,,.,....12 vc ~ i l i } ~ v ~ ~ ~ s s, i I I i t s i ~ s/1,.~ v, ~ v t'w i i I ( i 'V I I i~f S i ,i ~ ~ ~ e'w....,~ E,N, -I"`~- I I~ psi i i i v C 'v 1 I I Epp Irw ! I I I / ! ew I ` " JOB NO. 5158 EDGE Ea - ! I 1 1 OF A PHAC7 t / t ISSUED. 8/28/06 `r)kA/Kl RYA Es l ~ 1 t ~ 3 3.2 , 3.5 X3.7) ~ 4 CON E9 + cc y W W W A Z ~ BUILDING J J Z GRID r z / z / ~a~ ~ ~ 1 ~ 1 f { 2 1 ~r ~ ~ 3 ~ 2~ ~ 1 ~ ~ ~ ~ ~ 1 2 3 4 5 6 7 8 9 10 11 12 13 1Q 2 -a ~ f 1a7 -1a s » r » r rr s u r r: u r » r n r n r tr rr rr ~ -1 a 7 -a ~ -a ~ a ~ -a -o ~ -a ~ -a ~ a 7 -a ~ -a ~ ~a 81~~ - - - - - - - - - - - - - - - f I 8170 - - - - - - - - _ _ _ _ _ _ _ 8168 - - - - - - - - - - - - - - - - = A 81 ~ ~ - - - - - - --1--~ - - - ar - -1-- - - ~5 ~R-aUT-~~CCJI~~-2*=a' ~C ~6 8164 - - - - - - - - - - - - - - - - - - 8162 - - - - - - - - - - - - - - - - - EXISTING f ~rso - i f 8160 - - - - _ erso - - R~ 818 _ _ _ _ _ _ _ _ 5 - 8156 _ _ _ _ _ _ ~ ers~a 54.0 8154 - - - 525 - - - - - - 5 - 8152 - - - ersr,e ~ J 0, f 8150 - 49. 49 J~.. 8148 - ~ .o 8146 - - - _ _ ~ _ ~ - ~ tj- 44.6 - 8144 - - - - 8142 - - - - - - _ '4 0 _ 0. ~ 4 D. 81:40 - - 9. - - - - 813 ! ~ 8 - - - -ter - - - - - - 37 0 - - - ~ - 8 36 _ _ ~ _ 35.9 2 - - - - - - - 8134 - - - - - - - - - 4:3 ~ ~ ~ ~ ~ 33,~ ~ 8132 - - - - - _ - - - - - - f ,~t. fi p~ ~ 3 0 81~a _ _ _ _ _ _ ~ _ _ 29. 8128 - - - - - - BOTTOM OF era i 8126 - - - -f-- - r2 - - GR~(7T ~~(ZfM~I " zs 812.4 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ 8122 - - - - - - - - - - - - - - - TYPICAL B~ Tl SOIL NAIL EXCAVATION Gl: rr r SCALE. 1 8 = 1 -0 f t t W SOIL NAIL TOP I SECOND THIRD FOURTH FIFTH SIXTH SEVENTH EIGHTH NINTH T I COLUMN ROW ROW ROW 'ROW ROW RQW ROW ROW ROW F 1 15 2 15 15 3 18 18 18 4 2a zo 2a 2a 5 25 25 25 25 25 _ 6--13 3a 3a 3a 34 ~ 3a 3a 3p 14--16 3a 3a 3a 3a 3a 30 . _ 17--20 25 25 25 25 25 20A--20D 2a 2a 2aE--2aH 25 25 21-.23 25 25 25 2a.=25 sa 30 ~'a ss--2e 30 30` 30 3a 3a 34 2aA--28H ` 29--32 30 30 3a 33--37 30 30' 3a 30 3'0 30 38.-39 15 15 38•-39 25 ZS 38..38 30 3a 4a 15 15 15 ' i w 4a 25 25 4a 3a 30 41--47 35 35 35 35 35 35 48 4a 4a 4a 4a 40 4a 4a 40 4a 48A--488 15 15 49-•52 4a 4a 4a 4a 40 4a 4a 40 40 53--88 40 40 4a 4a 40 40 4a 40 4a 89--1 a7 4a 4a 40 40 40 4a 40 4a 40 1a$--132 40 40 4a 4a 40 4a 40 4a 133••937 35 35 35 35 35 35 35 138--140 35 35 35 35 35 35 35 140A--140E 30 3a 3a 3a 141--144 35 35 35 35 145--150 35 35 35 35 35 35 35 35 151 3a 30 30 3a 3a 3a 3a 152 3a 3a 30 3a 30 3a 153•-157 25 25 25 25 25 79tf 'L5 10 L5 Lb 159--160 20 20 20 # JOB NO. ; 5158 161 20 20 $ ISSUED: 8/28/06 162 15 DWN BY: CC DWG. NO. NOTES: - r C"'t r'` -7 ALL BAR GR.75~ BEARING PLATE SIZE 1t2"x10°x90° 15 DEGREE DIP ANGLE FOR ALL NAILS TYP. ~ a~ ~ l a~ ~ ~ A2 ~ ~ ~ ~ ~ SBA SB ~ ~ 84 ~ B 66 ~ B 50LDIER BEAM SCHEDULE ! ~ _ ~ __.__U t7! ~ ~ n~ 7~ ~ ~ t ~ /%~~fi SOLDIER SOLDIER SOIDiER BEAM SOLDIER SOLDIER EXCAVA. BEAM BEAM BEAM TAP BOTTOM BEAM. EXPOSED EMBED. Z Z N~' SIZE ELEV. ELEV. LENGTH ELEV. HEIGHT I.ENG7H S87-SB2 W74z30 8184.00 8149.00 15.00 8157.00 7.00 B.00 J J S83 Wi6x50 8165.00 8147.00 18.00 8157.00 8.00 10.00 Z Z S84 W16x50 8166.00 8146.D0 20.00 8957.00 9.00 11.00 ~ A141 j ses wisxso sts~.oo aiazoo zo.oo s~s~.oo io.oo io.oo ~ ~ ~ ~ ~ 586-567 W18x60 8171.00 8146.00 25.00 8156.00 13.00 12.00 0 OB OC OD'r" OE OF OG OH 0 ~-4' -1 -0" 7'~-0" 7'-0" -10, 8160- - - 8160 8158 - - R41~L CQLUMN 2'~ 9~ ~ " - - 8158 8156 _ _ _ s~ss.s B/54.5 81~ -8156 8154- 52.0 5 - - --8154 8152-- - - _ - - - -18152 8150 - - - - s ° - - 8150 8148 - - - - 8148 8146- - - - - - - - - - - --8146 cr 8144 a~4,so B~44o 8144 g 8142---'~ - ----s-~•~--8142 8166-- 8140---- ----J------- ----8140 8164-- ELEV. VIEW - UPPER SW AREA WAY $~62-- F SCALE: 1/8" = 1'-0" 8160_a~6o 8158- - w w 8156- - z z 8154- - J J 8152- - ~'A11~ 'A1~ 82~ 8B~` 2~C SD SE ~ 8G 8~ 8148 81'x' _ aa 37~-,~. ELEV. t -4" -6" 5'-6" 5'-6" r0' $~62 16 G OU COLUMNS ~ 2'-0 O 32_-0" 8160 8160 8158 - e1'~3 8158 7' B75J 8156 54.o s - - - - --8156 8152-- 8154 - - - r- - - - 8154 8150 87-,~ 8152 - 5'S - - ~ ~ ---8152 8148-- 8150 - - - ~ - --8150 8146- ' 8148 - - - --$148 8144-- ~ 1 •r _ 8146 - - - - - - - 8146 8142 - - 8144 eiao B~,k 8144 8140 - 8142. - ~o _ _ _ ~~n - - 8142 8138 - - Bf37.5 8140 ----$140.. 8136- 7 ELEV. VIEW - UPPER WEST WAIL 8134 SEE ABOVE UPPER SW WALL FOR SCALE: 1/8" = 1'-D" ELE~ DEVELOPED ELEVATION VIEW SEE ABOVE UPPER WEST WALL PROPOSED AREAWAY BUILDING PROPOSED AREAWAY FOR DEVELOPED ELEVATION VIEW GRID it J lA1 ~ tA1 j,J 1A14, iA1 j Z `A12, z `A11 `A10, z i A9 `AS `A7 L ~ 17 18 19 2~' ~ 21 22 2~3 24 2~,r z~ 26 27 128 z~ 29 ~ J 30 31 ~ 32 z~ 33 ~4 35 ~ / 36 ~ ' - I ~ _ I 4'-1 ~ 2'-12" ~ I 225'-10" ~ I I ~ I . -6" 7'-6" 7'-6" -0" 7'-6" 17' 6" 7'-6" 1 -0" 7'-0" 5'-4" 7P-6" 7 - 7'-6''.' S'-1" -0" I 7'-6" 7t-6" - i 8172- ----F- - I- - - I- - - -I- - -1-- - --i------I-- ~ I- 8170-- --I--------I-- I- ----I- --1- --I~TE T1~z~-2`a'~C =-TZ~'=o"- --I-- L51~~ 8168-- - - - - - 8166-- --f'------~-- - I- I- - - - ------I----E IST-f~ --I- EXIS~NG 8164-- --~--------F- - I- - GRAD - 1-- - -----I--- ~ --I- 8162- - - - - _GRADE 1 I- I- -I- I- -1- ~--I- 8160-- a - --I- I- - I-- -~ss-f---- 8158-- GRADE G- - - evsea - - ---ersas 1 i 8156-- - r'.so - I- A I~ - I-- 5 _ - - 8154 g~5, - --I I- - - C - I- 8152-- - --I I- I - I- - I I s ~ 8150-- - - - - - - - - I- - - I------ ' - - - - - 8148-- - --I---- i- I - 1---- I I 8146-- - - - - - - - - --I---- I- - - - l - I----- 7- i 8144-- * ~ - - - - - - - - ~ 8142 - I I - I I 8140- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8138- I .I j I I I 8136-- I I 8134- - - - - - - - - - - - - I - - - - - i - - - - - - - - - - - - - - - - - 8132-- I ,I I I I I 8130-- ~ - - - - - - - - - - - - - - - 8128 eiv ~ ~ I 8126 - -II 111 111 JI IIL JI I J~ ~ rIIL JI IIL ~~i 11 11 IIL III III JT-JR-IL IL i 8f78AT ,,nn ( Jub IVU. IDo ~ 26.0 8124-- - - I- I- ---1- ---I-----F------I-----+--I-BOTTOM OF TYPICAL EXCAVATION TYPICAL GROUT COLUMN GROUT COLUMN SOIL NAIL ELEVATION VIEW - WEST WALL SCALE: 1/8" = 1'-0" r' w z ~ ©plREG~~,T w w BUILDING z z--, GRfO '~1 (2. (3, ,4. ,5. ,6. ~ J ~,~i ~ 48 4 8 49 5Q 'S1 52 53 4 55 56 57 5$ 59 60 61 62 63 64 S5 66 67 68 69 8 ~ I 1 (n1 l;,l r~'„l l-;1 Sri ~1 ~ (~1 /-;1 ~r1~1 /;,1 f n1 ~ Urn ~~.jl.,p v r rr I I I ( 221'6" 3 -10 r- rr r- rr r- n r n r r r rr s rs > s~ s n r_ rt s_ n r rr s re r sr s u r n r~ rr 6r-Qrr 6r-~u 6r-Qrs qtr-Qu 6r-Qu 6r-Qsr 6r-~ 7 0 5 7 0 7-0 7-0~ 7-Q 7-0 7-0 7-0 7 O ? 0 5-6 5-~ 6~-0 6-0 6-0 6 0 _ , 111 GROUT COLUMNS 2 -0 OC - 222 -0 z 8178 " A EXISTING ~ " 8176 , ~ R~aDt: 8174_._- - - aria o a " e _ 8172_._. -}-_._.---_-----.-.__..F:.___._-____-_-_ ~ i - - 8lTt 9 0 0 9"8 6 817n _ - _ - ,Q ~ ~ - .BT I, _ _ - ~ -r~ , - 8168- - - s ~ - ~ s f 4 a.i 8166 -I-- - ~ 1 I 1- -I• 6 8164---- - --E-- _ _ _ -.1-- - . - - # , 1 6~o s o - I " " I , ~ 8162____ _ _ _ _ _ _ _ _ , -a-- 8160- - - _ _ _ _ _ _ _ _ . ~ -1- ~ o " o ' 8158 6i68 f ~ " I( " 8156.- ~ _ _ - - - - " " 8154 - _ _ _ _ _ _ . - _ 8152- - - - 8150-___ _ _ ._l.. - - - - --I-- --I~- " F p " , 0 f " " " ~ , 8148-._. _ _ - - _ - - - ~ - - -a - ~ 1. _ - -i - - --r- ~ , 81 6 - , 4 " a 8144- - - - - - s 8142- - - - I I I ~ - - - - - - -I - - - - ~ - - - - --F- --F- - - 8140.. o o , 8138 - 8136 - - - - - - - - - -l - - - ~ ~ _ _ - _ - - - - - - --l 8134 - - - - - -t - - - _ - - - - - ~ 8132 - ~ 8130_._- _ rt " ~i p ~ " " " - 8128 ~ ~ - - 8126 _ , 8126,2 "25.2 8124-----------____.___ - ' __LYP.1~,9L._.~.__._._____----------- 8122-_-- _ BOTTOM OF TYPICAL SOIL NAlL TYPICAL BQTTQM OF GROUT COLUMN I. OU CO UMN EXCAVATIQN GRQJT COLUMN GR T L LE' 1" . 1 r-Qrr SCA ~ O w z BUILDING GRID (10; {11 " ,72. ,13. ,14, 81 182 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 I 99 o » I I ~ 186 -I.7 , " " r rr r s r n r rf r n r r r- » r sr s rr r r r n r sr r as r s r- a 7r- » s-Qrr ~>-Qn 7r y~rr 4-7 7-0 7-0 7-0 7-0 7-O, 7 0 7-Q 7-O 7-fl, 7-Q 7-0 7-Q 7-O, 7 0 0 7 V _ 8180-._. _ _ " 8178---------------F---------------------------~----_.___.---_-_-_-_-_-_-_-F-----------9~'GR'J~l~f`CULUCvInJS-~2'=_0'~' =_-'f8~i`=0~"~----------------I------ _ _ 8176---- - - - - -.EXISTING - 8174---- -._._._._F~__-_.__-.___._________.~..._F_._..~.___.___._________._._F_---~...~..__.___.---._--_-_-__~___._._._.- - EXISTING ~ GRADE " 8172--_. ._~_---_._._---°---_._8~f__~_~F_.__~.___.----__~,_-_.-.~.._~-.-------. " GRADE " 8174-.__ - _ - - - - - 8169 ( ~td~ Et0 8168-_-- so s.o ~ " 8166------ - - -E - - -i - - -j - - ~ --1-- - - _ -1 " " 8164- - - -j - - - 2,0 - - - ~y { 8162-___ - . - ; - - - - - - - - - - - - - - 16 - - - - - ' - - - - ~ - - -j -j -f - -j - - - -I - - -j - - - ~ -a-- - - 8 0 o I - o 0 81 ~J$° 8156 - - - i - - " ~ " , t 8154---_ - - - - - - - - - - - - - - 8152---- - - - - - - - - _ - - - - - - - - - - - ' ~ _1_ I 150-_-_ ~ - - - -I - - - - - - - - -I - - --E-- - - - - _ - 8 ~ o o ~ ,o " 8148---- 4 ~ , " I 8146 - - - - ~-I-- _ - _I - -1 - -1 - _ - - - -i _ _ _ _I " " , 8144-__. - - - - - - 8142-.-. - - _ - _ - - - - - -i-- _ - - -I -1,- - - - - - - - -1 8140- -I~- ~ -a ¢ o " ~ " " 8138 8136-__. _ - - - ,-1 - - -I - - - ` ~ _ ~ I _ I _ _ _ 8 _ 134---- - - - - - 8132---- - - - - I 8130- " ~ fl ~ ~ ~ , 0 8128 " 8126- e~ 8124-_- F - ~ -I•- " TYPICAL 8122°_-- _ -._._._..-L-_-._---- -_.__.-.----__....~__l_..--- -----------•---.__-._-1~,-_-..-___.___~.T._....._..,._---_.__L_..__-_.___.___.-.-.._..-- - - ..._.L._._ TYPICAL BOTTOM QF SQIL NAIL. BQTTQM QF EXCAVATION GROUT COLUMN GROUT COLUMN I SCALE; 1" = 10x_0" JOB NO. 5158 ISSUED: 8/28/06 DWN BY: CC DWG. NO. XBS 5 SHT. 5 OF 8 w w w w Z Z 2 Z Lt7 W Z Z ,J ..i J ..f J Z Z Z Z tY ~ dr ~ z z ~~p,RE~~~t~ ♦ 10 109 11x 111 112 113 114 .115 116 117 118 119 12 121 12 12 124 125 125 126 12 128 129 130 131 132 1„ , „ 170'-2° ~ a~ ~ 7,_0,~ 7~_0,~ T-O"' ?'-0" T-0" T-0" T-x" 7,_x>~ _ ,f 7,_x,. T-0 T-x" 7'-0" T-0' ~ n t 8180 84 GROUT COLUMNS ~ 2'-0" 0 ~ 168'-0" 8178-.__ ----~~°o-~R-sa-Fdte td~~--______ STORM MANHOLE APP Y 5'- " N ND NTH , 8176---- EXISTING TO TOP ROW OF NAI S` 8174_-_. __.eaT-=_.~5s.oo-.___._~--------__ ____~;o;-~e"-R~------- ~s•~~-Row-~e-~ BPS-------- - - - VERIFY IN FIEIq T.O. 48 RCP EXISTING a m ~R/~6E- 817x_.__ - - - - - - - - . C~;I;P_„VAULT _ _ 8168- aEYON~ - - - - 81fib---- - - - - - - - 8164---- - - - - - 8162---- - 8160- - 8158___. ~ _ - - . - _ _ - - - - - i a s s 8156 - 1_ - -I ' -1- 8154____ _ - -I _ _ --1.- - ~ .I -a-- - - - - - - - - - . ~ _ _ _ ~ 81 Y - ~I I ~ , - I - I I - 1 I - i I _ - ~ i- 1~ I ~ (715x- „ I I -I 1 14 -3 I' •t i ! 4- I I V I IQ 8148___. r ~ , I --1-- - -I -1- - - = - -i - - .1 ~ - - 8146 -L -I i I i I ! I 1 8144---. - - -1 - - - - ~ - - -I - _ - - -I , - - 1. - - - - f -a - - - ~ ~ - - - ~ - - - f - - - - - - ~ _ 8142---- - - - - - I I 814a-__.. i 1_ - - -i ~ - - - - - - -a-- - - i -I - - - -I - - -I 1- - - 8138---- - - ~ - ' 1 81 - - i - --I- - - - -i i - - - ~ - - - -I - - I- - - - i i- - 36 ~ , i ' -i ~ i -I - -1 -a - - - I ! - - i- - I- - - - - 8134- - - - - - - - - 8132- - - - I I i -i - -i - - -I---- -I- --L- -a-- - - -1- - - 813a- ; - o I I I I- I 812--.-- . 8126. et2ss . ~ _ 2S2 - 8124---_ - - - - ~TYPICAL~~ f $122_._. SOIL NAIL - - - TYPICAL BOTTOM OF BOTTOM. OI EXCAVA110N EXCAVATiO GROUT COLUMN »e1x'_,~ SCALE 1 x w w Z Z ~ ~ ~ ~ 1A15~ ~ 140 140 I' 140 140 140 I t n 3i~1rr 37x1! I 33 -8 6' x" 7'-~9" 7'-9" 6' a" 8172 _ __.r-_ _ 8172. I 15 GRa T CaLUMNS ~ 2 -x oc 3a -a 8168 8168 8166 - 8166 8183 8184 81.64 - 8164 - f. 1,t 81.0 Bf.G _ 8162 - - - - 8162 8160 - ~ - - -I- _ - 8160 8158 -I- -v_ _ _ r -.-.01507 Y 8156 - ~ - _ F _.-8156 i I I I I 8154 - ~ - - .I_ - - r - 8154 t 8152 - - - 8152 815x - ~ - - - 8150 8148 _ -i- r _r _ ~ - 8148 - ~ . 8146 - 8146 8144 8144 811,84 814,84 8142 _ --8142 CL x w Z Z 8UlLDING SEE ABOVE' UPPER- SE WALL GRID PROPOSED AREAWAY Z FOR DEVELOPED ELEVATION VIEW z G: ~ ~A16~ ~A151 f. r l C 14 14 14 14 15 151 1 3 13 13 13 13 13 13 14 141 14 14 14 14 5 15 1 -0 ? 0 203 -7 4 ~ ~v 11 ,1 > k, ~ ~ ~ 7a_ 7`-x11 1_10' , ~ 7 -O - 111-0 7 -0 5 -3 7 _x 7 -0 { 7 -0 -0, 7 -0 7 _x 7 --0 7 -0 0 4 -0 7 O ? -0 7 8172 R:-66- ~ ~ 'N6i~}- - _.-__r . 81?x-_-_ __..._.___.APPIY 5,O-UNBOND LE ,G1}i TO---._.._______.-.-.-.,---------._._.---_-- - - - - - - - >t 6~ >;RIIU1` ~atCJIvINS' t~ 2'-~a -1.2$'=~' 8168 --S~tES~r FaP-Re~,~~o-' ~+P~._.~..~_ _ - t EXISTING eso. _v.i.F. _ I - - 8166 ets~9rt _ _.._..___.----r--._-_ _ --GR~,4~E-- ~s-~- 7~OE~~ ers4 ets4 8164 _ _ _ _ _ _ _ _ -I ff T E I - -B& - 8162. - - - - I sa- 1 ..-.-Tom..--~.__ - .o-.. _ $16a - - 7- ~ ~ _ 48 .R° I ' I 8158 -----r--___- - -I-- I I 8156 -----r_-___. _ _ _ _ _ _ _ _ _ - . S A 1 l '1 i I I 8154 - _ _ _ t . I I 1 I I I 8 52 - _ - - I . - _ - - - 7 7 7 1 7 I I I i„ I I , 'i i V 'f L 815x _--.-r--_-- - _ ~ I ~ ~ - i I. 1 1 - 8148 1 -t-- _ ~ - - 1 - - 1 ----T---------- _ _ ~ ~ _ . i ~ I Y , I I I I I I 8146 rt- - - ~ -I-- - - - - ~ ----r--________ 2 _ ~ _ _ _ _ 1 8144 - - - t - t fi' ~i♦~!~ I 8142- 1 rt.__~ :~..I ~..1 - T-1 -~----1 7____ t 8140 _ _ _ 1 ~ ~ I I ~ I I 8138 - - - _ I I _ _ ~ -1-- - - ~ -1-- - - 1 1 - - -I-- 1 - - ~ - - - , - - - 8136 -I-. - -f-- - - 1 - - - -I-° - - 1 - ~ -.1-- - - - ,o ~I I 3 J J: 8134 - _ _ - - - - ~ ~ - ~ 1 20__- ~~,sz - 1 rt rt 1 1 I R 1 7 i T 7 1 T 1 7 - _ _ _ _ _ -JOB NO. 5158 2JU rg8128 - _ - - t kill BOTTOM _ _ TYPICAL GROUT C XGAVA ►M -8130 ISSUED: 8/28/06 - ----.-------._-_.-._.-._-_-_-------_8128 8126 2A8 R(1TTf1- _ 8126 DWN BY; CC aae 8122----,- \--,--,,,,TYPICAL - _ - _ - - - - - - _ _ - - - - - ___.~O.T.TO~f" 807T6--OF - S~OfCNAI~C EXCAVATION GROUT COLUMN EXCAVATION ELEVATION VIEW,- SOUTH WALL SCALE. 1„ 10,_0" W W Z ~ J J ~ Gl til tY W ~ ~ t7 Z C7 ..1 ~ ~1 - ~ . ' ~ ~ ~ ~ f-- ~ ~ ~ o! 1 w w a, tL p ~ B ~ 3 8172 8172 8172 - - 8172 -,-~--rr ---r--~,_-_--~-----_-- 817a 817a 8170 8170 9-11 21-5 _ _ _ _ _ _ - 8168 8168 ~ 8168 8168 -'C 4 - 4" ELEC. ONDUITS (VERIFY IN FIELD) - -(4) - 4 EL C, CONDUITS {VERIFY IN FIELD) - - 8166 - - ~ - $166 8166 - - OF ~ T RM INVE T &i8O.57 - ~ $166 24 STORM INVERT Bi58.2i) z4 s ~ ( ~ } _ 8164 8164 ExIS1iNGSeoRPio - 8164 8164 - BUILDING SHOTCRETE - _ _ - _ - _ r " _ _ _ - _ - _ _ _ ~ - - -r,-- - - - - 8162 8162 - - - $162 $162 - 16 _3 TRANSFORMER PAD r~nc+~ a~aoda - - SNOTORETE - - TOS 8159. 2 ~PROYIDED _ _ _ _ _ _ _ _ 8160 $160 - - $160 8160--gq- plpi ~ sr~e ~rassa _ - - - - - 8158 - - _ _ _ _ _ _ - _ _ - _ 8158 8158 _ _ - _ _ _ - a~sioo - - 8 ~ _ - _ ~ _ _ _ _ T ,r - - - - - - 8156 8156 - - - - - - - ss5a 8156. $156 5 GROUT COLUMN ~ ~ 1 - 4 - 8154 8164 - - 8154 815 ~ GROUT COLUMN _ - _ _ _ _ - _ - _ ~ _ _ _ $152 $152 - - _ _ _ s~~'°' _ _8'=6' - - $152 $152 ' SOLDIER BEAM 3n50 _ _ - _ _ _ - - - - - - $150 8150 - - - - - - - - - 8150 8150 :oo - - - .8148 8148 - $148 8148 -gam- - - - - 8146 8146 - - - - - - - e - - - 8146 8146 _ ,a - GROUT~COLUMN x'-11 ~ _ _ _ _ - _ --4 _ _ _ _ _ _ - _ 8144 8144 - - - - - , - - - - 8144 8144 \ _ _ - 4 8142 8142 8142 - _ 81 2 ' :ar~n~a -5 .s_a_.___o_~..-_ 8140 8140 - - - 8140 8140 TYP. `soli NA[k - - - ~ 11 -2 ~ . _ .s _ _ _ _ - _ . - 8138 8138 - - - - - _ _ _ 8138 $138 - -,c- - _ _ _ _ _ _ _ _ 6 8136. - _ _ _ _ _ _ _ 8136 8136 _ _ 813 enzseo ~ - _ _ - - _,r-'~. - - - - 134 8134 - _ - - - -r~, - - - - 8134 8134 8 0~ GROUT COLUMN - - - - - - - - - 8132 8132 - - $132 8132 - a s ~ _ - _ e~ ,so 8130 i► 8130 - _ - _ - _ _ _ _ _ _ 8130 8130. - - t I _ _ - - - - - - 128 _ „ - - - - - - 812$ 8128 - - ~ eaE a~ssea - _ _ 8128 g - - ~ g - 0 ~ ear aasroo _ - _ _ _ _ - - _ _ ~ r 8126 8126.:.: - - - - - - - _ _ _ _ 8126 $126 , r 8124 - 8124 8124 _ 124 _ - - - - - - - - - - -8 _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a12z 8122 - - - - 8122 8122 _ - _ - - 2 1 XBS=7 n ® „ XBS-7 SCALE: 1 = 10 _0 y SCALE: 1 - 10 0 a r« SOLDIER. BEAM 1 WIDE FLANGE BEAM SOLDIER BEAM _ TOP OF EXCAVATION WIDE FLANGE BEAM 3" TIMBER LAGGING 1 f f ` . ~ / „ ' ~ ' , 3 TIMBER LAGGING rr ~ , , i M e, ~ 4 s, n n a PL 3/8 x 3 x $ _ ' _ . W 5 8" DIA, HOLE CTR. ~ ~ 1/2" DIA. STUD 5 3/16 WELDED Ta BEAM . TUD 1/2 DIA S r. WELDED Ta BEAM SOLDIER BEAM BaTTaM aF ExcAVATIaN SEE SCH. . NOT TO SCALE DRILLED SHAFT ' y ~r f j.. 4 C Y. L. NaT Ta SCALE r vl JOB NO. 5158 ISSUED: 8/28/06 DWN BY: CC DWG. N0. XBS-7 SHT. 7 OF 8 Ti , MAX 8'-0" aAX R'.-(1" 4~t1~2(7nNTAI ~PA~'INt~ B 8 8 SHOTCRETE FACING OJ a C~ I, ~ Q STEEL MESH REWFORCING zl ~ VERTICAL BARS o ~ DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND, IF NEEDED n-: ~ ~ a I X O WALERS BEHIND PLATE ~ STD. BAR MFG. NUT a r v VARIES w! THICKEN SHOTCRETE I TO MATCN PLATE ANGL ~ SOIL NAIL I i 7.t SEE SCHEDULE in I FOR SIZE AND TYPE x' i a', SEE DETAIL C-8/8 I I • Y STEEL PLATE I i s VARIES rc_ r 'r. SHOTCRETE STEEL PLATE j I 5.25" GROUT COLUMN WITH #5 BAR IN CENTER FULL LENGTH ~ CENTRALIZERS, TYPICA I 5.25" DIA. GROUT ~ COLUMN 2'-0" ON CENTER WITH ~5 GR. 60 BAR IN VARIES CENTER, LOCATED BEYOND e I I I I 1 ~ J 5.25" GROUT COLUMN ~ 3 BOTTOM OF EXCAVATION WITH #5 GR. 60 BAR IN CENTER o 0 t FULL LENGTH EXTEND 1'-0" BELOW BOTTOM OF EXCAVATION ~ Q r tt~- f ,q SECTION SAIL NAIL EXCAVATION ~m B 3 g SCALE 1/4" = 1'-0" 5.25" GROUT COLUMN U CJ WITH #5 GR. 60 BAR IN CENTER FULL LENGTH EXTEND 1'-0" BELOW'BOTTOM OF EXCAVATION 7" SHOTCRETE FACING 4x4-W4.OxW4.0 STEEL MESH REINFORCING 5.25" GROUT COLUMN VERTICAL BARS - (2) #5 BAR ~IITH #5 BAR IN CENTER 3'-0" LENGTH, MAX 0'-6" OC~ FULL LENGTH STD. BAR MFG. NUT ~NALERS BEHIND PLATE - (2) #6 BAR CONTINUOUS, MAX 0'-6" OC 10"x10"x1/2" VARIES (SEE SCHEDULE) A-36 STEEL PLATE t SOIL NAIL SEE SCHEDULE THICKEN SHOTCRETE FOR SIZE AND TYPE 1- TO MATCH PLATE ANGLE SHOTCRETE MW GROUT 4000 PSI CENTRALIZERS, TYPICAL EVERY 10'-0° OC STRRT 3'-0" FROM BOTTOM C Lit I /AIL INHIL I-ItHU HINU I tIVUVIN JOB NO. 5158 ISSUED: 8/28/06 8 8 SCALE 3/4" = 1'-0" DWN BY: CC DWG. N0. XBS-8 SHT. 8 OF 8 ar r STATE OF COLORADO Bill Owens, Governor Douglas H. Benevento, Executive Director Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Denver, Colorado 80246-1530 Phone (303) 692-2000 TDD Line (303) 691-7700 Located in Glendale, Colorado http://www. cdphe.state, co. us June 28, 2005 Laboratory and Radiation Services Division 8100 Lowry Blvd. Denver, Colorado 80230-6928 (303) 692-3090 Douglas G. Hipskind, Vice Manager Vail Development, LLC 50 S. 6th Street Ste. 1480 Minneapolis, MN 55402 612/313-0123 RE: Final Permit, Colorado Discharge Permit System - Stormwater Certification No: COR-038447, Eagle County Four Seasons Local Contact: James McNeil, PE, Principal - Alpine Engr., 970/ 453-6064 Anticipated Activity: 07/25/2005 through 12/31/2007 On 2.72 acres (3 acres disturbed) Dear Sir or Madam of cO~o y~ O 1876 Colorado Department of Public Health and Environment Enclosed please find a copy of the permit certification that was issued to you under the Colorado Water Quality Control Act. Your certification under the permit requires that specific actions be performed at designated times. You are legally obligated to comply with all terms and conditions of your certification. Note that the stormwater permit for construction activities now covers construction sites disturbing down to one acre (the previous threshold was 5 acres). Effective July 1, 2002, any construction activity that disturbs at least I acre of land (or is part of a larger common plan of development or sale that will disturb at least 1 acre) must apply for permit coverage. Please read the permit and certification. If you have any questions please visit our website at http://www.cdphe.state.co.us/wq/permitsunit/wgcdpmt.html, or contact Matt Czahor at (303) 692-3575. Sincerely, / r Kathryn Dolan Stormwater Program Coordinator Permits Unit WATER QUALITY CONTROL DIVISION Enclosure xc: Regional Council of Governments Eagle County Health Department District Engineer, Technical Services, WQCD Permit File Fee File V i .0 Permit No. COR-030000 Facility No. COR-038447 PAGE 1 of 17 CERTIFICATION CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION Construction Activity: The construction activity includes demolition of existing buildings and construction of a new building with parking. This permit specifically authorizes: Vail Development, LLC to discharge stonnwater from the facility identified as Four Seasons which is located at: 13 Vail Road & 28 S. Frontage Vail, Co 81657 latitude 39/38/45, longitude 106/23/30 in Eagle County Gore Creek to: Colorado River effective: 06/28/2005 Annual Fee: $270.00 (DO NOT PAY NOW. You will receive a prorated bill.) r' Page 2 of 17 Permit No. COR-030000 CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AUTHORIZATION TO DISCHARGE UNDER THE COLORADO DISCHARGE PERMIT SYSTEM In compliance with the provisions of the Colorado Water Quality Control Act, (25-8-101 et seq., CRS, 1973 as amended) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq.; the "Act"), this permit authorizes the discharge of stormwater associated with construction activities certified under this permit, from those locations specified throughout the State of. Colorado to specified waters of the State. Such discharges shall be in accordance with the conditions of this permit. This permit specifically authorizes the facility.listed on page 1 of this permit to discharge stormwater associated with construction activity, as of this date, in accordance with permit requirements and conditions set forth in Parts I and II hereof. All discharges authorized herein shall be consistent with the terms and conditions of this permit. This permit and the authorization to discharge shall expire at midnight, June 30, 2007. Issued and Signed this 21st day of May, 2002 COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT F~• 7. David Holm, Director Water Quality Control Division DATE SIGNED: MAY 21, 2002 EFFECTIVE DATE OF PERMIT: JULY 1, 2002 i TABLE OF CONTENTS PARTI A. COVERAGE UNDER THIS PERMIT . . 3 3 1. Authority to Discharge . 3 a) Applicable Sections 3 2. Industries Covered Under this Pen-nit a) Definitions: 3 b) Types of Activities Covered by this Permit: 3. Permit Coverage Without Application 3 a) Applicable Sections 3 3 b) Local Agency Authority 4 c) . Permit Coverage Termination d) Compliance with Qualifying Local Program 4 e) Full Permit Applicability 4 4. Application, Due Dates : 4 a) Application Due Dates 4 b) Summary of Application 4 5. Permit Certification Procedures 5 a) Request for Additional Information b) Automatic Coverage 5 5 c) Individual Permit Required d) Temporary Coverage 5 5 e) General vs. Individual Permit Coverage f) Local Agency Authority 6. Inactivation Notice 5 5 7. Transfer of Permit 6 8. Permit Expiration Date 6 9. Individual Permit Criteria . B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN 6 1. Site Description 7 2. Site Map 7 3. BMPs for Stormwater Pollution Prevention 7 a) Erosion and Sediment Controls 7 b) Materials Handling and Spill Prevention 8 4. Final Stabilization and Longterm Stormwater Management 8 5. Other Controls 8 6. Inspection and Maintenance 8 C. TERMS AND CONDITIONS 8 8 . 1. General Limitations 9 2 Prohibition ofNon-stormwater Discharges . 3. Releases in Excess of Reportable Quantities 9 4. Stormwater Management Plans 9 a) Signatory Requirements 9 b) SWMP Review/Changes 9 5. Inspections 9 9 a) Active Sites b) Completed Sites 10 c) Winter Conditions 10 6. Reporting 10 10 7. SWMP Submittal Upon Request D. ADDITIONAL DEFINITIONS 10 -2a- TABLE OF CONTENTS (cont.) E. GENERAL REQUIREMENTS 11 11 1. Signatory Requirements 12 2. Retention of Records PART 11 A. MANAGEMENT REQUIREMENTS 12 12 1. Change in Discharge 12 2. Special Notifications - Definitions 13 3. Noncompliance Notification 13 4. Submission of Incorrect or Incomplete Information 13 5. Bypass 13 6. Upsets 14 7. Removed Substances . 14 8. Minimization of Adverse Impact 14 9. Reduction, Loss, or Failure of Treatment Facility 14 10. Proper Operation and Maintenance B. RESPONSIBILITIES 14 14 1. Inspections and Right to Entry 15 2. Duty to Provide Information 15 3. Transfer of Ownership or Control 15 4 Modification, Suspension, or Revocation of Permit By Division . 5. Permit Violations 16 16 6. Legal Responsibilities 16 7: Severability . 17 8. Renewal Application . 17 9. Confidentiality 1 7 10. 11. Fees Requiring an Individual CDPS Permit 17 -2b- PARTI Page 3 Permit No. COR-030000 PARTI A. COVERAGE UNDER THIS PERMIT Authoritv to Discharge Under this permit, construction activities, including clearing, grading, and excavation, are granted authorization to discharge stormwater associated with construction activities into waters of the state of Colorado. a. Applicable Sections: This permit is made up of several parts, not all of which apply to all permittees. The permittee will be responsible for determining and then complying with the applicable sections, depending upon whether or not a Qualifying Local Program covers the site. For sites not covered by a Qualifying Local Program, all Parts of the permit except Part I.A.3 apply. 2. Industries Covered Under this Permit a) Definitions: 1) Stormwater: Stormwater is precipitation-induced surface runoff. 2) Construction activity: Construction activity includes clearing, grading and excavation activities. Construction does not include routine maintenance performed by public agencies, or their agents to maintain original line and grade, hydraulic capacity, or original purpose of the facility. 3) Small construction activity: Stormwater discharge associated with small construction activity means the discharge of stormwater from construction activities that result in land disturbance of equal to or greater than one acre and less than five acres. Small construction activity also includes the disturbance of less than one acre of total land area that is part of a larger common plan of development or sale, if the larger common plan will ultimately disturb equal to or greater than one and less than five acres. 4) Qualifying Local Program: This permit includes conditions that incorporate qualifying local erosion and sediment control program (Qualifying Local Program) requirements by reference. A Qualifying Local Program is a municipal stormwater program for stormwater discharges associated with small construction activity that has been formally approved by the Division. 5) Other Definitions: Definitions of additional terms can be found in Part I.D. of this permit. b) Types of Activities Covered by this Permit: This permit may authorize all new and existing discharges of stormwater associated with construction activity. This includes stormwater discharges from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site. This permit also includes stormwater discharges from dedicated asphalt batch plants and dedicated concrete batch plants. This permit does not authorize the discharge of mine water or process water from such areas. Permit Coverage Without Application - for small construction activities under a Qualifying Local Program only If a construction site is within the jurisdiction of a Qualifying Local Program, the operator of the construction activity is authorized to discharge stormwater associated with small construction activity under this general permit without the submittal of an application to the Division. a) Applicable Sections: For sites covered by a Qualifying Local Program, only Parts 1.A.1, I.A.2, 1.A.3, I.C.1, I.C.2, I.C.3, I.D and Part II of this permit, with the exception of Parts II.A.1, II.B.3, II.B.8, and II.B 10, apply. b) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction. PARTI Page 4 Permit No. COR-030000 A. COVERAGE UNDER THIS PERMIT (cont.) c) Permit Coverage Termination: When a site has been finally stabilized, coverage under this permit is automatically terminated. d) Compliance with Qualifying Local Program: A construction site operator that has authorization to discharge under this permit under Part I.A3 shall comply with the requirements of the Qualifying Local Program with jurisdiction over the site. e) Full Permit Applicability: The Division may require any owner or operator within the jurisdiction of a Qualifying Local Program covered under this permit to apply for and obtain coverage under the full requirements of this permit. The owner or operator must be notified in writing that an application for full coverage is required. When a permit certification under this permit is issued to an owner or operator that would otherwise be covered under Part I.A.3 of this permit, the full requirements of this permit replace the requirements as per Part I.A.3 of this permit, upon the effective date of the permit certification. A site brought under the full requirements of this permit must still comply with local stormwater management requirements, policies or guidelines as required by Part 1. C. Lh of this Permit. Application, Due Dates a) Application Due Dates: At least ten days prior to the commencement of construction activities, the operator of the construction activity shall submit an application form as provided by the Division, with a certification that the Stormwater Management Plan (SWMP) is complete. One original completed discharge permit application shall be submitted, by mail or hand delivery, to: Colorado Department of Public Health and Environment Water Quality Control Division WQCD-P-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 b) Summary of Application: The application requires, at a minimum, the following: 1) The operator's name, address, telephone number, tax payer identification number (or employer identification number), and the status as Federal, State, private, public or other entity; 2) Name, county and location of the construction site, including the latitude and longitude to the nearest 15 seconds of the approximate center of the construction activity; 3) A brief description of the nature of the construction activity; 4) The anticipated starting date of the project and the anticipated schedule of completion 5) Estimates of the total area of the site, the area of the site that is expected to be disturbed, and the total area of the larger common plan of development or sale to undergo disturbance; 6) The name of the receiving water(s), or the municipal separate storm sewer system and the ultimate (i.e., named) receiving water(s); 7) Certification that the SWMP for the construction site is complete (see Part I.B. below); and 8) The signature of the applicant signed in accordance with Part I.E.1 of this permit. 5. Permit Certification Procedures If the general permit is applicable to the applicant's operation, then a certification will be developed and the applicant will be authorized to discharge stormwater under this general permit. PART I Page 5 Permit No. COR-030000 A. COVERAGE UNDER THIS PERMIT (cont.) a) Request for Additional Information: The Division shall have up to ten days after receipt of the above information to request additional data and/or deny the authorization for any particular discharge. Upon receipt of additional information, the Division shall have an additional ten days to issue or deny authorization for the particular discharge. (Notification of denial shall be by letter, in cases where coverage under an alternate general permit or an individual permit is required, instead of coverage under this permit.) b) Automatic Coverage: If the applicant does not receive a request for additional information or a notification of denial from the Division dated within ten days of receipt of the application by the Division, authorization to discharge in accordance with the conditions of this permit shall be deemed granted. c) Individual Permit Required: If, after evaluation of the application (or additional information, such as the SWMP), it is found that this general permit is not applicable to the operation, then the application will be processed as one for an individual permit. The applicant will be notified of the Division's decision to deny certification under this general permit. For an individual permit, additional information may be requested, and 180 days will be required to process the application and issue the permit. d) Temporary Coverage: Notwithstanding Parts I.A.S.a-c, above, the Division reserves the right to temporarily cover stormwater discharge from construction activity under general permits, even though individual permit coverage may be more appropriate. Certification of these activities under a general permit does not in any way infringe on the Division's right to revoke that coverage and issue an individual permit or amend an existing individual permit. e) General vs. Individual Permit Coverage: Any owner or operator authorized by this permit may request to be excluded from the coverage of this permit by applying for an individual CDPS permit. The owner or operator shall submit an individual application, with reasons supporting the request, to the Division at least 180 days prior to any discharge. f) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction. 6. Inactivation Notice When a site has been finally stabilized in accordance with the SWMP, the operator of the facility must submit an Inactivation Notice that is signed in accordance with Part I.E.1. of this permit. The Inactivation Notice form is available from the Division and includes: a) Permit certification number; b) The permittee's name, address, telephone number; c) Name, location, and county for the construction site for which the application is being submitted. d) Certification that the site has been finally stabilized, and a description of the final stabilization method(s). An inactivation form may not be required for small construction activities if application was made for coverage with a completion date less than 12 months from the start of construction activity. In such cases, permit certification may be authorized for a predetermined period from 3 to 12 months. The pemiit certification will include the automatic expiration date for permit coverage. If permit coverage beyond that date is needed (i.e., the site has not been finally stabilized), the permittee must submit an extension request form to the Division at least 10 days prior to the expiration date. Transfer of Permit When responsibility for stormwater discharges at a construction site changes from one individual to another, the perrnittee shall submit a completed Notice of Transfer and Acceptance of Terms of a Construction General Stormwater Discharge Permit Certification that is signed in accordance with Part I.E.1. of this permit. The Notice of Transfer form is available from the Division and includes: PARTI Page 6 Permit No. COR-030000 A. COVERAGE UNDER THIS PERMIT (cont.) a) Permit certification number. b) Name, location, and county for the construction site for which the application is being submitted. c) The current permittee's name, address, telephone number and the status as Federal, State, private, public or other entity. d) The new pemmittee's name, address and telephone number and the status as Federal, State, private, public or other entity. e) Certification that the new permittee has reviewed the permit and SWMP and accepts responsibility, coverage and liability for the permit. f) Effective date of transfer. If the new responsible party will not complete the transfer form, the permit may be inactivated if the permittee has no legal responsibility, through ownership or contract, for the construction activities at the site. In this case, the new operator would be required to obtain permit coverage separately. Permit Expiration Date Authorization to discharge under this general permit shall expire on June 30, 2007. The Division must evaluate and reissue this general permit at least once every five years and must recertify the applicant's authority to discharge under the general permit at such time. Any permittee desiring continued coverage under the general permit must reapply by March 31, 2007. The Division will determine if the applicant may continue to operate under the terms of the general permit. An individual permit will be required for any facility not reauthorized to discharge under the reissued general permit. 9. Individual Permit Criteria Aside from the activity type, the Division may use other criteria in evaluating whether an individual permit is required instead of this general permit. This information may.come from the application, SWMP, or additional information as requested by the Division, and includes, but is not limited to, the following: a) the quality of the receiving waters (i.e., the presence of downstream drinking water intakes or a high quality fishery, or for preservation of high quality water); b) the size of the construction site; c) evidence of noncompliance under a previous permit for the operation; d) the use of chemicals within the stormwater system. In addition, an individual permit may be required when the Division has shown or has reason to suspect that the stormwater discharge may contribute to a violation of a water quality standard. B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN The SWMP shall be prepared in accordance with good engineering, hydrologic and pollution control practices. (The SWMP need not be prepared by a registered engineer.) The main objective of the plan shall be to identify Best Management Practices (BMPs) which when implemented will meet the terms and conditions of this permit (see Part I.C., below). The plan shall identify potential sources of pollution (including sediment) which may reasonably be expected to affect the quality of stormwater discharges associated with construction activity from the facility. In addition, the plan shall describe and ensure the implementation of BMPs which will be used to reduce the pollutants in stormwater discharges associated with construction activity. Construction operations must implement the provisions of the SWMP required under this part as a condition of this permit. The SWMP shall include the following items, at a minimum: PARTI Page 7 Permit No. COR-030000 B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN (cont.) Site Description Each plan shall provide a description of the following: a) A description of the construction activity. b) The proposed sequence for major activities. c) Estimates of the total area of the site, and the area of the site that is expected to undergo clearing, excavation or grading. d) An estimate of the runoff' coefficient of the site before and after construction activities are completed and any existing data describing the soil, soil erosion potential or the quality of any discharge from the site. e) A description of the existing vegetation at the site and an estimate of the percent vegetative ground cover. f) The location and description of any other potential pollution sources, such as vehicle fueling, storage of fertilizers or chemicals, etc. g) The location and description of any anticipated non-stormwater components of the discharge, such as springs and landscape irrigation return flow. h) The name of the receiving water(s) and the size, type and location of any outfall or, if the discharge is to a municipal separate storm sewer, the name of that system, the location of the storm sewer discharge, and the ultimate receiving water(s). 2. Site Ma Each plan shall provide a generalized site map or maps which indicate: - construction site boundaries - all areas of soil disturbance - areas of cut and fill - areas used for storage of building materials, soils or wastes - location of any dedicated asphalt or concrete batch plants - location of major erosion control facilities or structures - springs, streams, wetlands and other surface waters - boundaries of 100-year flood plains, if determined. 3. BMPs for Stormwater Pollution Prevention The plan shall include a narrative description of appropriate controls and measures that will be implemented before and during construction activities at the facility. The plan shall clearly describe the relationship between the phases of construction and the implementation and maintenance of controls and measures. For example, which controls will be implemented during each of the following stages of construction: clearing and grubbing necessary for perimeter controls, initiation of perimeter controls, remaining clearing and grubbing, road grading, storm drain installation, final grading, stabilization, and removal of control measures. The description of controls shall address the following minimum components: a) Erosion and Sediment Controls. I) Structural Practices. A description of structural site management practices which will minimize erosion and sediment transport. Practices may include, but are not limited to: straw bales, silt fences, earth dikes, drainage swales, sediment traps, subsurface drains, pipe slope drains, inlet protection, outlet protection, gabions, and temporary or permanent sediment basins. 2) Non-Structural Practices. A description of interim and permanent stabilization practices, including site- specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where possible and that disturbed areas are stabilized. Non-structural practices may include, but are not limited to: temporary seeding, permanent seeding, mulching, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, and preservation of mature vegetation. PARTI Page 8 Permit No. COR-030000 B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN (cont.) b) Materials Handling and Spill Prevention. The SWMP shall identify any procedures or significant materials (see definitions at Part I.D.) handled at the site that could contribute pollutants to runoff. These could include sources such as: exposed storage of building materials, fertilizers or chemicals; waste piles; and equipment maintenance or fueling procedures. Areas or procedures where potential spills can occur shall have spill prevention and response procedures identified. Measures to control stormwater pollution from dedicated concrete batch plants or dedicated asphalt batch plants covered by this. certification, must be identified in the SWMP. 4. Final Stabilization and Longterm Stormwater Management The plan shall include a description of the measures used to achieve final stabilization and measures to control pollutants in stormwater discharges that will occur after construction operations have been completed. Final stabilization is reached when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre-disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. For purposes of this permit, establishment of a vegetative cover capable of providing erosion control equivalent to pre- existing conditions at the site can be considered final stabilization. The permittee will be responsible for providing to the Division the documentation to make this comparison. The Division may, after consultation with the permittee and upon good cause, amend the final stabilization criteria for specific operations. 5. Other Controls The plan shall include a description of other measures to control pollutants in stormwater discharges, including plans for waste disposal and limiting off-site soil tracking. 6. Inspection and Maintenance The plan shall include a description of procedures to inspect and maintain in good and effective operating condition the vegetation, erosion and sediment control measures and other protective measures identified in the SWMP. C. TERMS AND CONDITIONS General Limitations The following limitations shall apply to all discharges covered by this permit: a) Stormwater discharges from construction activities shall not cause or threaten to cause pollution, contamination or degradation of State waters. b) Concrete wash water shall not be discharged to state waters or to storm sewer systems. c) Bulk storage structures for petroleum products and other chemicals shall have adequate protection so as to contain all spills and prevent any spilled material from entering State waters. d) No chemicals are to be added to the discharge unless permission for the use of a specific chemical is granted by the Division. In granting the use of such chemicals, special conditions and monitoring may be addressed by separate letter. e) The Division reserves the right to require sampling and testing, on a case-by-case basis, in the event that there is reason to suspect that compliance with the SWMP is a problem, or to measure the effectiveness of the BMPs in removing pollutants in the effluent. Such monitoring may include Whole Effluent Toxicity testing. PARTI Page 9 Permit No. COR-030000 C. TERMS AND CONDITIONS (cont.) f) All wastes composed of building materials must be removed from the site for disposal in licensed disposal facilities. No building material wastes or unused building materials shall be buried, dumped, or discharged at the site. g) Off-site vehicle tracking of sediments shall be minimized. h) All dischargers must comply with the lawful requirements of municipalities, counties, drainage districts and other local agencies regarding any discharges of stormwater to storm drain systems or other water courses under their jurisdiction, including applicable requirements in municipal stormwater management programs developed to comply with CDPS permits. Dischargers must comply with local stormwater management requirements, policies or guidelines including erosion and sediment control. 2. Prohibition of Non-Stormwater Discharges a) Except as provided in paragraph b, below, all discharges covered by this permit shall be composed entirely of stormwater. Discharges of material other than.stormwater must be addressed in a separate CDPS permit issued for that discharge. b) Discharges from the following sources that are combined with stormwater discharges associated with construction activity may be authorized by this permit, provided that the non-stormwater component of the discharge is identified in the SWMP (see Part I.B.l.g of this permit): - fire fighting activities - landscape irrigation return flow - springs 3. Releases in Excess of Reportable Quantities This permit does not relieve the pennittee of the reporting requirements of 40 CFR 110, 40 CFR 117 or 40 CFR 302. Any discharge of hazardous material must be handled in accordance with the Division's Notification Requirements (see Part II.A.3 of the permit). 4. Stormwater Management Plans Prior to commencement of construction, the stormwater management plan (SWMP) shall be implemented for the construction site covered by this permit. a) Signatory Requirements: The plan shall be signed in accordance with Part I.E.1., with one retained on site. b) SWMP Review/Changes: The permittee shall amend the plan whenever there is a significant change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the waters of the State, or if the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activity. Inspections a) Active Sites - For sites where construction has not been completed, the permittee shall make a thorough inspection of their stormwater management system at least every 14 days and after any precipitation or snowmelt event that causes surface erosion. 1) The construction site perimeter, disturbed areas and areas used for material storage that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWMP shall be observed to ensure that they are operating correctly. PARTI Page 10 Permit No. COR-030000 C. TERMS AND CONDITIONS (cont.) 2) Based on the results of the inspection, the description of potential pollutant sources, and the pollution prevention and control measures that are identified in the SWMP shall be revised and modified as appropriate as soon as practicable after such inspection. Modifications to control measures shall be implemented in a timely manner, but in no case more than 7 calendar days after the inspection. 3) The operator shall keep a record of inspections. Any incidence of non-compliance, such as uncontrolled releases of mud or muddy water or measurable quantities of sediment found off the site, shall be recorded with a brief explanation as to the measures taken to prevent future violations, as well as any measure taken to clean up the sediment that has left the site. After adequate measures have been taken to correct any problems, or where a report does not identify any incidents of non-compliance, the report shall contain a signed certification indicating the site is in compliance. This record shall be made available to the Division upon request. b) Completed Sites - For sites where all construction activities are completed but final stabilization has not been achieved due to a vegetative cover that has been planted but has not become established, the permittee shall make a thorough inspection of their stormwater management system at least once every month. When site conditions make this schedule impractical, permittees may petition the Division to grant an alternate inspection schedule. These inspections must be conducted in accordance with paragraphs 1), 2), and 3) of Part I.C.5.a. above. c) Winter Conditions - Inspections, as described above in a) and b), will not be required at sites where snow cover exists over the entire site for an extended period, and melting conditions do not exist. This exemption is applicable only during the period where melting conditions do not exist. Regular inspections, as described above, are required at all other times. 6. Reportine No regular reporting requirements are included in this permit; however, the Division reserves the right to request that a copy of the inspection reports be submitted. SWMP Submittal Upon Request Upon request, the permittee shall submit a copy of the SWMP to the Division, EPA or any local agency in charge of approving sediment and erosion plans, grading plans or stormwater management plans. All SWMPs required under this permit are considered reports that shall be available to the public under Section 308(b) of the CWA. The owner or operator of a facility with stormwater discharges covered by this permit sball make plans available to members of the public upon request, unless the SWMP has been submitted to the Division. However, the permittee may claim any portion of a SWMP as confidential in accordance with 40 CFR Part 2. D. ADDITIONAL DEFINITIONS For the purposes of this permit: 1. BAT and BCT: (Best Available Technology and Best Conventional Technology) Technology based federal water quality requirements covered under 40 CFR subchapter N. 2. Best management practices (BMPs): schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the State. BMPs also include treatment requirements, operating procedures, and practices to control site runoff, spillage or leaks, waste disposal, or drainage from material storage. 3. Dedicated asphalt plants and concrete plants: portable asphalt plants and concrete plants that are located on or adjacent to a construction site and that provide materials only to that specific construction site. PARTI Page 11 Permit No. COR-030000 D. ADDITIONAL DEFINITIONS (cont.) 4. Final stabilization: when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre-disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. For purposes of this permit, establishment of a vegetative cover capable of providing erosion control equivalent to pre-existing conditions at the site will be considered final stabilization. 5. Municipal storm sewer system: a conveyance or system of conveyances (including: roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains), owned or operated by a State, city, town, county, district, or other public body (created by state law), having jurisdiction over disposal of sewage, industrial waste, stormwater, or other wastes; designed or used for collecting or conveying stormwater. 6. Operator: the individual who has day-to-day supervision and control of activities occurring at the construction site. This can be the owner, the developer, the general contractor or the agent of one of these parties, in some circumstances. It is anticipated that at different phases of a construction project, different types of parties may satisfy the defnition of 'operator' and that the permit may be transferred as the roles change. 7. Outfall: a point source at the point where stormwater leaves the construction site and discharges to a receiving water or a stormwater collection system. 8. Part of a larger common plan of development or sale: a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. 9. Point source: any discernible, confined and discrete conveyance from which pollutants are or maybe discharged. Point source discharges of stormwater result from structures which increase the imperviousness of the ground which acts to collect runoff, with runoff being conveyed along the resulting drainage or grading pattern. 10. Process water: any water which during manufacturing or processing, comes into contact with or results from the production of any raw material, intermediate product, finished product, by product or waste product. This definition includes mine drainage. 11. Receiving Water: any water of the State of Colorado into which stormwater related to construction activities discharges. 12. Runoff coefficient: the fraction of total rainfall that will appear as runoff. 13. Significant Materials include but are not limited to: raw materials; fuels; materials such as metallic products; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharge. 14. Stormwater: precipitation-induced surface runoff. 15. Waters of the state of Colorado: any and all surface waters that are contained in or flow in or through the state of Colorado. This definition includes all water courses, even if they are usually dry. E. GENERAL REQUIREMENTS Signatory Requirements a) All reports required for submittal shall be signed and certified for accuracy by the permittee in accordance with the following criteria: 1) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates; 2) In the case of a partnership, by a general partner; PARTI Page 12 Permit No. COR-030000 E. GENERAL REQUIREMENTS (cont.) 3) In the case of a sole proprietorship, by the proprietor; 4) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking . elected official, or other duly authorized employee. b) Changes to authorization. If an authorizatior. .11der paragraph a) of this section is no longer accurate because a different individual or position has responsibilay for the overall operation of the facility, a new authorization satisfying the requirements of paragraph a) of this section must be submitted to the Division, prior to or together with any reports, information, or applications to be signed by an authorized representative. c) Certification. Any person signing a document under paragraph a) of this section shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." 2. Retention of Records a) The permittee shall retain copies of the SWMP and all reports required by this permit and records of all data used to complete the application to be covered by this permit, for a period of at least three years from the date that the site is finally stabilized. b) The permittee shall retain a copy of the SWMP required by this permit at the construction site from the date of project initiation to the date of final stabilization, unless another location, specified by the permittee, is approved by the Division. PART II A. MANAGEMENT REQUIREMENTS Change in Discharge The permittee shall inform the Division (Permits Unit) in writing of any intent to significantly change activities from those indicated in the permit application (this does not include changes to the SWMP). Upon request, the permittee shall furnish the Division with such plans and specifications which the Division deems reasonably necessary to evaluate the effect on the discharge and receiving stream. The SWMP shall be updated within 30 days of the changes. The permittee.shall submit this notice to the Division within two weeks after making a determination to perform the type of activity referred to in the preceding paragraph. Any discharge to the waters of the State from a point source other than specifically authorized by this permit is prohibited. Special Notifications - Definitions a) Spill: An unintentional release of solid or liquid material which may cause pollution of state waters. b) Upset: An exceptional incident in which there is unintentional and temporary noncompliance with permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. PART II Page 13 Permit No. COR-030000 A. MANAGEMENT REQUIREMENTS (cont.) Noncompliance Notification a) If, for any reason, the permittee does not comply with or will be unable to comply with any permit limitations, standards or permit requirements specified in this permit, the permittee shall, at a minimum, provide the Water Quality Control Division and EPA with the following information: 1) A description of the discharge and cause of noncompliance; 2) The period of noncompliance, including exact dates and times and/or the anticipated time when the discharge will return to compliance; and 3) Steps being taken to reduce, eliminate, and prevent recurrence of the noncomplying discharge. b) The permittee shall report the following instances of noncompliance orally within twenty-four (24) hours from the time the permittee becomes aware of the noncompliance, and shall mail to the Division a written report within five 5 days after becoming aware of the noncompliance (unless otherwise specified by the Division): 1) Any instance of noncompliance which may endanger health or the environment; 2) Any spill or discharge of oil or other substance which may cause pollution of the waters of the state. c) The permittee shall report all other instances of non-compliance to the Division within 30 days. The reports shall contain the information listed in sub-paragraph (a) of this section. 4. Submission of Incorrect or Incomplete Information Where the permittee failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or report to the Division, the permittee shall promptly submit the relevant application information which was not submitted or any additional information needed to correct any erroneous information previously submitted. Brass The bypass of treatment facilities is generally prohibited. Upsets a) Effect of an Upset An upset constitutes an affirmative defense to an action brought for noncompliance with permit limitations and requirements if the requirements of paragraph b of this section are met. (No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review.) b) Conditions Necessary for a Demonstration of Upset A pemiittee who wishes to establish the affirmative defense of upset shall demonstrate through properly signed contemporaneous operating logs, or other relevant evidence that: 1) An upset occurred and that the permittee can identify the specific cause(s) of the upset; 2) The permitted facility was at the time being properly operated; 3) The pemuttee submitted notice of the upset as required in Part II.A.3. of this permit (24-hour notice); and PART II Page 14 Permit No. COR-030000 A. MANAGEMENT REQUIREMENTS (cont.) 4) The permittee complied with any remedial measures required under Section 122.7(d) of the federal regulations. c) Burden of Proof In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has the burden of proof. Removed Substances Solids, sludges, or other pollutants removed in the course of treatment or control of wastewaters shall be properly disposed of in a manner such as to prevent any pollutant from such materials from entering waters of the State. 8. Minimization of Adverse Impact The permittee shall take all reasonable steps to minimize any adverse impact to waters of the State resulting from noncompliance with any effluent limitations specified in this permit, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. 9. Reduction Loss or Failure of Treatment Facility The permittee has the duty to halt or reduce any activity if necessary to maintain compliance with the permit requirements. Upon reduction, loss, or failure of the treatment facility, the permittee shall, to the extent necessary to maintain compliance with its permit, control production, or all discharges, or both until the facility is restored or an alternative method of treatment is provided. It shall not be a defense for a permittee in an enforcement action that it would be necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. 10. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this . permit. Proper operation and maintenance includes effective performance, adequate funding, adequate operator staffing and training, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems only when necessary to achieve compliance with the conditions of the permit. B. RESPONSIBILITIES Inspections and Right to Entry The permittee shall allow the Director of the State Water Quality Control Division, the EPA Regional Administrator, and/or their authorized representative, upon the presentation of credentials: a) To enter upon the permittee's premises where a regulated facility or activity is located or in which any records are required to be kept under the terms and conditions of this permit; b) At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit and to inspect any monitoring equipment or monitoring method required in the permit; and c) To enter upon the pernmittee's premises to investigate, within reason, any actual, suspected, or potential source of water pollution, or any violation of the Colorado Water Quality Control Act. The investigation may include, but is not limited to, the following: sampling of any discharge and/or process waters, the taking of photographs, interviewing permittee staff on alleged violations, and access to any and all facilities or areas within the permittee's premises that may have any effect on the discharge, permit, or alleged violation. PART II Page 15 Permit No. COR-030000 B. RESPONSIBILITIES (cont.) 2. Duty to Provide Information The permittee shall furnish to the Division, within a reasonable time, any information which the Division may request to determine whether cause exists for modifying, revoking and reissuing, or inactivating coverage under this permit, or to determine compliance with this permit. The permittee shall also famish to the Division, upon request, copies of records required to be kept by this permit. Transfer of Ownership or Control Certification under this permit may be transferred to a new permittee if: a) The current permittee notifies the Division in writing when the transfer is desired; and b) The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage and liability between them; and c) The current permittee has met all fee requirements of the State Discharge Permit System Regulations, Section 61.15. 4. Modification Suspension or Revocation of Permit By Division All permit modification, inactivation or revocation and reissuance actions shall be subject to the requirements of the State Discharge Permit System Regulations, Sections 61.5(2), 61.5(3), 61.7 and 61.15, 5 C.C.R. 1002-61, except for minor modifications. a) This permit, and certification under this permit, may be modified, suspended, or revoked in whole or in part during its term for reasons determined by the Division including, but not limited to, the following: 1) Violation of any terms or conditions of the permit; 2) Obtaining a permit by misrepresentation or failing to disclose any fact which is material to the granting or denial of a permit or to the establishment of terms or conditions of the permit; 3) Materially false or inaccurate statements or information in the application for the permit; 4) Promulgation of toxic effluent standards or prohibitions (including any schedule of compliance specified in such effluent standard or prohibition) which are established under Section 307 of the Clean Water Act, where such a toxic pollutant is present in the discharge and such standard or prohibition is more stringent than any limitation for such pollutant in this permit. b) This permit, or certification under this permit, may be modified in whole or in part due to a change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge, such as: 1) Promulgation of Water Quality Standards applicable to waters affected by the permitted discharge; or 2) Effluent limitations or other requirements applicable pursuant to the State Act or federal requirements; or 3) Control regulations promulgated; or 4) Data submitted pursuant to Part LB Or Part I.C.1 indicates a potential for violation of adopted Water Quality Standards or stream classifications. PART 11 Page 16 Permit No. COR-030000 B. RESPONSIBILITIES (cont.) c) This permit, or certification under this permit, may be modified in whole or in part to include new effluent limitations and other appropriate conditions where data submitted pursuant to Part I indicates that such effluent limitations and conditions are necessary to ensure compliance with applicable water quality standards and protection of classified uses. d) At the request of the permittee, the Division may modify or inactivate certification under this permit if the following conditions are met: 1) In the case of inactivation, the permittee notifies the Division of its intent to inactivate the certification, and certifies that the site has been finally stabilized; 2) In the case of inactivation, the permittee has ceased any and all discharges to state waters and demonstrates to the Division there is no probability of further uncontrolled discharge(s) which may affect waters of the State. 3) The Division finds that the permittee has shown reasonable grounds consistent with the Federal and State statutes and regulations for such modification, amendment or inactivation; 4) Fee requirements of Section 61.15 of State Discharge Permit System Regulations have been met; and 5) Requirements of public notice have been met. For small construction sites covered by a Qualifying Local Program, coverage under this permit is automatically terminated when a site has been finally stabilized. Permit Violations Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. Dischargers of stormwater associated with industrial activity, as defined in the EPA Stormwater Regulation (40 CFR 122.26(b)(14), which do not obtain coverage under this or other Colorado general permits, or under an individual CDPS permit regulating industrial stormwater, will be in violation of the federal Clean Water Act and the Colorado Water Quality Control Act, 25-8-101. Failure to comply with CDPS permit requirements will also constitute a violation. Civil penalties for such violations may be up to $10,000 per day, and criminal pollution of state waters is punishable by fines of up to $25,000 per day. 6. Leeal Responsibilities The issuance of this permit does not convey any property or water rights in either real or personal property, or stream flows, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under Section 311 (Oil and Hazardous Substance Liability) of the Clean Water Act. Severability The provisions of this permit are severable. If any provisions of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances and the application of the remainder of this permit shall not be affected. PART II Page 17 Permit No. COR-030000 B. RESPONSIBILITIES (cont.) 8. Renewal Application if the permittee desires to continue to discharge, a permit renewal application shall be submitted at least ninety (90) days before this permit expires. If the permittee anticipates that there will be no discharge after the expiration date of this permit, the Division should be promptly notified so that it can inactivate the certification in accordance with Part E.B.4.d. 9. Confidentiality Except for data determined to be confidential under Section 308 of the Federal Clean Water Act and Regulations for the State Discharge Permit System 61.5(4), all reports prepared in accordance with the terms of this permit shall be available for public inspection at the offices of the Division. The permittee must state what is confidential at the time of submittal. Any information relating to any secret process, method of manufacture or production, or sales or marketing data which has been declared confidential by the permittee, and which may be acquired, ascertained, or discovered, whether in any sampling investigation, emergency investigation, or otherwise, shall not be publicly disclosed by any member, officer, or employee of the Commission or the Division, but shall be kept confidential. Any person seeking to invoke the protection of this section shall bear the burden of proving its applicability. This section shall never be interpreted as preventing full disclosure of effluent data. 10. Fees The permittee is required to submit payment of an annual fee as set forth in the Water Quality Control Act. Failure to submit the required fee when due and payable is a violation of the permit and will result in enforcement action pursuant to Section 25-8-601 et. seq., C.R.S. 1973 as amended. 11. Requiring an Individual CDPS Permit The Director may require any owner or operator covered under this permit to apply for and obtain an individual CDPS permit if. a) The discharger is not in compliance with the conditi ons of this general permit; b) Conditions or standards have changed so that the discharge no longer qualifies for a general permit; or c) Data become available which indicate water quality standards may be violated. The owner or operator must be notified in writing that an application for an individual CDPS permit is required. When an individual CDPS permit is issued to an owner or operator otherwise covered under this General Permit, the applicability of the general permit to that owner or operator is automatically inactivated upon the effective date of the individual CDPS permit. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT Water Quality Control Division WQCD-P-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 RATIONALE STORMWA TER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY GENERAL PERMIT IN COLORADO SECOND RENEWAL COLORADO DISCHARGE PERMIT NUMBER COR-030000 CONTENTS PAGE I. Introduction I II. Background 2 III. Stormwater Discharges Associated with Construction Activity 3 IV. Coverage Under this Permit 4 V. Application and Certification 4 VL Qualifying Local Programs 4 VIl. Terms and Conditions of Permit 5 VIII. Changes Made After Public Notice 7 I. INTRODUCTION This permit is for the regulation ofstormwater runofffrom construction activities. The term "construction activity" includes clearing, grading and excavation operations. "Stormwater" is precipitation-induced surface runoff. This Rationale will explain the background of the Stormwater program, activities which are covered under this permit, how to apply for coverage under this permit, and the requirements of this permit. The forms discussed in the Rationale and Permit are available on the Division's website at. http://Www.cdphastate-co.uslwqlpermitsunit,lwqcdpmt.html A. Chan es in this General Permit Several notable changes from the previous General Permit for Construction Activities have been incorporated into this permit. Most of the changes are related to the Phase II revision to the stormwater regulation in the Colorado Discharge Permit System Regulations (5CCR 1002-61), effective March 2, 2001. Significant changes are listed below: Permit coverage is now required for construction sites that disturb 1 to 5 acres (i.e., small construction activities). Allowances have been made for small construction activities to comply with the requirements of a Division-approved Qualifying Local Program (refer to section VI below for a discussion of Qualifying Local Programs) in place of many specific requirements in the Permit, including requirements to submit an application, inactivation notice, and fees to the Division. Refer to Part I.A.3 of the Permit and section VITA of the Rationale for more details. The requirements to submit with the application the Township, Range, section and quarter section of a site and a list of any other environmental permits for the site have been removed. 3. Inactivation requirements have been changed to allow small construction activities that submit applications indicating a completion date 12 months or less from the start of construction activity to be authorized for a predetermined period from 3 to 12 months. The permit certification will include the automatic expiration date for permit coverage. This expiration date will be in place of the requirement to submit an Inactivation Notice. If permit coverage beyond the expiration date is needed (i. e., the site has not been finally stabilized), the permittee must submit an extension request form to the Division at least 10 days prior to the expiration. COLORADO DEPARTMENT OF PUBLIC HEALTHAND ENVIRONMENT, Water Quality Control Division Rationale - Page 2. Permit No. COR-030000 I. INTRODUCTION (cont.) 4. The Rationale discussion on the Exemptions for Small Municipalities (Section III.B) has been changed to include the March 10, 2003 deadline for permit coverage for municipally-owned industries. This did not involve any changes to the permit. . II. BACKGROUND As required under the Clean Water Act amendments of 1987, the Environmental Protection Agency (EPA) has established a framework for regulating municipal and industrial stormwater discharges. This framework is under the National Pollutant Discharge Elimination System (NPDES) program (Note: The Colorado program is referred to as the Colorado Discharge Permit System, or CDPS, instead of NPDES). The Water Quality Control Division ("the Division') has stormwater regulations (5CCR 1002-61) in place. These regulations require speck types of industrial facilities that discharge stormwater associated with industrial activity (industrial stormwater), to obtain a CDPS permit for such discharge. The regulations specifically include construction activities that disturb one acre of land or more as industrial facilities. Construction activities that are part of a larger common plan of development which disturb one acre or more over a period of time are also included. A. General Permits The Water Quality Control Division ("the Division') has determined that the use of general permits is the appropriate procedure for handling the thousands of industrial stormwater applications within the State. B. Permit Rouirements This permit does not require submission of effluent monitoring data in the permit application or in the permit itself. It is believed that a fully implemented Stormwater Management Plan (SWMP) should be sufficient to control water quality impacts. The permit requires dischargers to control and eliminate the sources of pollutants in stormwater through the development and implementation of a SWMP. The plan must include Best Management Practices (BMPs), which will include pollution prevention and source reduction measures. This will constitute BAT and BCT and should achieve compliance with water quality standards. The narrative permit requirements include prohibitions against discharges of non-stormwater (e.g., process water). Refer to Part LC.2 of the permit. In addition, as a condition of this permit, the permittee is required to pay the annual fee as described in the Water Quality Control Act. Failure to submit the required fee when due and payable is a violation of the permit and will result in enforcement action as discussed below. Permittees will be billed for the initial permit fee within a few weeks ofpermit issuance. Some construction activities may be required to comply with a Qualifying Local Program in place of meeting several of the specific requirements in this permit. Sites covered by a Qualifying Local Program may not be required to submit an application for coverage or a notice of inactivation and may not be required to pay the annual fee. Refer to Section VII A of the Rationale for further information. C. Violations/Penalties Dischargers of stormwater associated with industrial activity, as defined in the Regulations for the State Discharge Permit System (5CCR 1002-61), which do not obtain coverage under this or other Colorado general permits, or under an individual CDPSpermit regulating industrial stormwater, will be in violation of the Federal Clean Water Act and the Colorado Water Quality Control Act, 25-8-101. For facilities covered under a CDPS permit, failure to comply with any CDPS permit requirement constitutes a violation. Civil penalties for violations of the Actor CDPS permit requirements maybe up to $10, 000 per day. Criminal pollution of state waters is punishable by fines of up to $15,000 per day. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 3. Permit No. COR-030000 III. STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTIONACTIVITY The Stormwater regulations require that stormwater discharges associated with certain industrial activities be covered under the permit program. Construction activity that disturbs one acre or more during the life of the project is specifically included in the listed industrial activities. A. Construction Activity Construction activity includes clearing, grading and excavation activities. Construction does not include routine maintenance performed by public agencies, or their agents to maintain original line and grade, hydraulic capacity, or original purpose of the facility. Definitions of additional terms can be found in Part LD of the Permit. Stormwater discharges from construction activity require permit coverage, except for operations that result in the disturbance of less than one acre of total land area which are notpart of a larger common plan of development or sale. A larger common plan of development or sale is a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. B. Types ofActivities Covered This permit is intended to cover most new or existing discharges composed entirely of stormwater from construction activities that are required by State regulation to obtain a permit. This includes stormwater discharges associated with areas that are dedicated to producing earthen materials, such as soils, sand, and gravel, for use at a single construction site. These areas may be located at the construction site or at some other location. This permit does not authorize the discharge of mine water or process water from such areas. This permit also includes stormwater discharges associated with dedicated asphalt plants and concrete plants located at the construction sites. C. Types ofActivities NOT Covered This permit does not cover stormwater discharged from construction sites that is mixed with stormwater from other types of industrial activities, or process water of any kind. Other types of industrial activities that require stormwater discharge permits pursuant to different sections of the regulations (Regulation 5 CCR 1002-61, Section 61.2(e)(tii)(A-I, K)J, are not covered by this permit. This permit also does not cover the discharge of process water. If the construction activity encounters groundwater, a Construction Dewatering Discharge Permit (Permit Number COG-070000) must also be obtained in order to discharge this groundwater from the excavation site. An application for this permit can be obtained from the Division at the address listed in Part I.A.4.a of the Permit. D. Exemptions for Small Municipalities The Intermodal Surface Transportation Efficiency Act of 1991 (Section 1068(c)) added an exemption to the stormwater regulations for municipalities with less than 100, 000 population. The term "municipality" includes cities, towns, counties, special districts or any entity created by or pursuant to State law. Stormwater discharges associated with construction activityfor facilities or sites that are owned or operated by a small municipality are not required to apply for or obtain a stormwater permit until March 10, 2003. (Note: This exemption does not apply to other, privately owned construction sites within the same small municipality) COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water QualityControl Division Rationale - Page 4. Permit No. COR-030000 IV. COVERAGE UNDER THIS GENERAL PERMIT Under this general permit, operators of stormwater discharges associated with construction activity may be granted authorization to discharge stormwater into waters of the State of Colorado. This includes stormwater discharges associated with industrial activity from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site, and dedicated asphalt plants and dedicated concrete plants. This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict or control discharges of stormwater to storm drain systems or other water courses within theirjurisdiction. Authorization to discharge under the permit requires submittal of a completed application form and a certification that the SWMP is complete, unless the site is covered by a Qualifying Local Program. Upon receipt of all required information, the Division may allow or disallow coverage under the general permit. V. APPLICATIONAND CERTIFICATION At least ten days prior to the commencement of construction activities (i.e.; the initial disturbance of soils associated with clearing, grading, excavation activities, installation ofstructural BMPS, or other activities), the operator of the construction site shall submit an original completed application which includes the signed certification that the SWMP is complete. In order to avoid confusion during processing, original signatures are required for the application to be considered complete. For small construction sites only, if the site is covered by a Qualifying Local Program (see below), submittal of an application is not required. For the purpose of this permit, the "operator" is the person who has day-to-day control over the project. This can be the owner, the developer, the general contractor or the agent of one of these parties, in some circumstances. At different times of a construction project, different types ofparties may satisfy the definition of 'operator' and the certification may be transferred as roles change. (Note - Under the Federal regulations, this application process is referred to as a Notice of Intent, or NOI. For internal consistency with its currentprogram, the Division will continue to use the term "application.') An outline of the permit application requirements is found in the permit at Part I.A. 4. b. If this general permit is applicable, then a certification will be developed and the applicant will be certified under this general permit. VI. QUALIFYING LOCAL PROGRAMS For stormwater discharges associated with small construction activity (i.e., one to five acre sites), the permit includes conditions that incorporate approved qualifying local erosion and sediment control program (Qualifying Local Program) requirements by reference. A Qualifying Local Program is a municipal stormwater program for stormwater discharges associated with small construction activity that has been formally approved by the Division. The requirements for Qualifying Local Programs are outlined in Part 61.8(12) of the Colorado Discharger Permit System Regulations (also see the Division's "Qualifying Local Programs for Small Construction Sites - Application Guidance'). Such programs must impose requirements to protect water quality that are at least as strict as those required in this permit. A. Approval Termination: A Qualifying Local Program may be terminated by either the Division or the municipality. Upon termination of Division approval of a Qualifying Local Program, any small construction activity required to obtain permit coverage under Section 61.3(2)(h) of the State Discharge Permit System Regulations shall submit an application form as provided by the Division, with a certification that the Stormwater Management Plan (SWMP) is complete as required by Part LA.4 of the Permit, within 30 days. B Approval Expiration: Division approval of a Qualifying Local Program will expire with this general permit on June 30, 2007. Any municipality desiring to continue Division approval of their program must reapply by March 31, 2007. The Division will determine if the program may continue as a approved Qualifying Local Program. COLORADO DEPARTMENT OF PUBLIC HEAL THAND ENVIRONMENT, Water Quality Control Division Rationale - Page 5. Permit No. COR-030000 VII. TERMS AND CONDITIONS OF PERMIT A. Coverage under a OualifyinQ Local Program - For Small Construction Sites Only For small construction sites (disturbing less than 5 acres) covered under a Qualifying Local Program (see Section VI above), only certain permit requirements apply, as outlined below. The local program must have been formally designated by the Division to quay. Most municipalities have some type of local program and may require permits and fees. However, simply having a program in place does not necessarily mean that it is a qualifying program and that a State permit is not required. The local municipality will be responsible for notifying operators and/or owners that they are covered by a Qualifying Local Program. A list of municipalities with Qualifying Local Programs is also available at http://Www.cdphe.state.co.uslwqlPermitsUnitlwqcdpmt.htmL The Division reserves the right to require any owner or operator within the jurisdiction of a Qualifying Local Program covered under this permit to apply for and obtain coverage under the full requirements of this permit. 1. Permit Coverage: I fa construction site is within the jurisdiction of a Qualifying Local Program, the operator of the construction activity is authorized to discharge stormwater associated with small construction activity under this general permit without the submittal of an application to the Division. The permittee also is not required to submit an inactivation notice or payment of an annual fee to the Division. 2. Permit Terms and Conditions: The permittee covered by a Qualifying Local Program must comply with the requirements of that Qualifying Local Program. In addition, the following permit sections are applicable: i. LA.1, 1.A.2, and I.A.3: Authorization to discharge and discussion of coverage under the permit. ii. LC1: General limitations that must be met in addition to local requirements. W. LC2, I. C.3: Prohibition of non-stormwater discharges unless addressed in a separate CDPS permit, and requirements related to releases of reportable quantities. iv. LD: Additional definitions. V. Part II (except for Parts II.A.1, I1B.3, II.B.8, and II.BIO): Specifically includes, but is not limited to, provisions applicable in the case of noncompliance with permit requirement, and requirements to provide information and access. B. Stormwater Management Plans (SWMPs) Prior to commencement of construction, a stormwater management plan (SWMP) shall be developed and implemented for each facility covered by this permit. A certification that the SWMP is complete must be submitted with the permit application. The SWMP shall identify potential sources of pollution (including sediment) which may reasonably be expected to affect the quality of Stormwater discharges associated with construction activity from the facility. In addition, the plan shall describe the best management practice (BMPs) which will be used to reduce the pollutants in Stormwater discharges from the construction site. Facilities must implement the provisions of their SWMP as a condition of this permit. The SWMP shall include the following items: 1. Site Description 2. Site Map 3. BMPs for Stormwater Pollution Prevention 4. Longterm Stormwater Management 5. Other Controls 6 Inspection and Maintenance 7. Signatory Requirements and Availability 8. SWMP Review/Changes (See Part I.B. of the permit for a more detailed description of SWMP requirements.) COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 6. Permit No. COR-030000 VII. TERMS AND CONDITIONS OF PERMIT (cont) C Monitoring Sampling and testing of stormwater for specific parameters is not required on a routine basis under this permit. However, the Division reserves the right to require sampling and testing on a case-by-case basis, in the event that there is reason to suspect that compliance with the SWMP is a problem, or to measure the effectiveness of the BMPs in removing pollutants in the effluent. D. Facility Inspections Active construction sites must inspect their stormwater management controls at least every 14 days and after any precipitation or snowmelt event that causes surface erosion. At sites where construction has been completed but a vegetative cover has not been established, these inspections must occur at least once per month. At sites where winter conditions exist, inspections are not required during the period that the winter conditions exist. For all of these inspections, records must be kept-on file. Refer to the permit at Part I. C.5 for detailed requirements of these inspections. E. Revision ofSWMP Based on the results of the inspections (see D. above), the description of potential pollutant sources and the pollution prevention and control measures, identified in the SWMP, and the control measures themselves, shall be revised and modified as appropriate as soon as practicable after such inspection. Modification of control measures shall be implemented in a timely manner, but in no case more than 7 calendar days after the inspection. F. Reporting The inspection record shall be made available to the Division upon request. Regular submittal of an annual report is not required in this permit. G. Annual Fee The permittee is required to submit payment of an annual fee as set forth in the Water Quality Control Act. Permittees will be billed for the initial permit fee within a few weeks ofpermit issuance and then annually, based on a July 1 through June 30 billing cycle. For small construction activities, if application was made for coverage with a completion date 12 months or less from the start of construction activity, a fee will be assessed based on the estimated number of calendar quarters the site is active. Projects going beyond that time will be billed the standard annual fee. H. Inactivation Notice When a site has been finally stabilized in accordance with the SWMP, the operator of the facility shall submit an Inactivation Notice that is signed in accordance with Part LE.1 of the permit. The content of the Inactivation Notice is described in Part LA.6 of the permit. A copy of the Inactivation Notice form will be mailed to the permittee along with the permit certification. Additional copies are available from the Division. An exception to the requirement to submit an inactivation has been included in the renewedpermit for Small Construction Sites that will be finally stabilized within 12 months of the beginning of construction activities. In such cases, the permit certification will indicate the automatic expiration date. If permit coverage is needed beyond that date, an extension request form must be submitted to the Division at least 10 days prior to the expiration date. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 7. Permit No. COR-030000 VII. TERMS AND CONDITIONS OF PERMIT (cont.) Transfer of Permit When responsibility for stormwater discharges at a construction site changes from one individual to another, the permit shall be transferred in accordance with Part LA. 7 of the permit. The Notice of Transfer form will be mailed to the permittee along with the permit certification. Additional copies are available from the Division. If the new responsible party will not complete the transfer form, the permit maybe inactivated if the permittee has no legal responsibility, through ownership or contract, for the construction activities at the site. In this case, the new operator would be required to obtain permit coverage separately. J. Duration of Permit The general permit will expire on June 30, 2007. The permittee's authority to discharge.under this permit is approved until the expiration date of the general permit. Any permittee desiring continued coverage under the general permit must apply for recertification under the general permit at least 90 days prior to its expiration date. Nathan Moore March 11, 2002 VII CHANGES MADE AFTER PUBLIC NOTICE Several comments were received from the Environmental Protection Agency (EPA). Changes based on these comments and additional internal review are discussed below: A. The EPA commented that language needs to be added to thepermit addressing the certification requirements for inspection reports. Part I.E.1 of the Permit requires that all reports submitted to the Division include specific certification language. Because site inspections required by Part I. C.5 of the permit are not submitted to the Division, they are not covered under Part 1. C.S of the Permit or Regulation 5 CCR 1002-61, Section 61.4(1)0, which require specific certification language. However, Regulation 5 CCR 1002-61, Section 61.8(4)(o)(ii)(B) does require that the permittee maintain a record summarizing the inspections that includes a certification that the site in compliance with the plan and the permit. Therefore, language has been added to Part L CS of the Permit, requiring that a signed statement be included with all records of inspection on the status of compliance at the site. B. The EPA recommended that the Permit and Rationale be changed to indicate that the application is due ten days prior to the commencement of construction activities, instead ofprior to the anticipated date of discharge. The Division agrees that this wording is preferable and more accurately indicates the Division's existing interpretation of the regulations. These changes have been made. C. The EPA expressed concern with requiring a permittee to transfer permit coverage in cases where the new responsible party may not be cooperative. Language has been added to the Permit and Rationale clarifying that termination of permit coverage is allowed when the permittee no longer has any legal responsibility through ownership or contract for the construction activity. D. The EPA commented on the lack of a definition for the terms "receiving water" and "ultimate receiving water A definition has been added to the Permit, and the term "ultimate receiving water" clarified to indicate that it means the first named receiving water, if the discharge initially goes to an unnamed ditch or storm sewer. Nathan Moore May 15, 2002 Colorado Department of Public Health & Environment Water Quality Control Division Rec WQCD-P-B2 4300 Cherry Creek Drive South Eff Denver, Colorado 80246-1530 Year Month Day NOTICE OF TRANSFER AND ACCEPTANCE OF TERMS OF A STORMWATER DISCHARGE GENERAL PERMIT CERTIFICATION 1) To be completed by the NEW permittee: I hereby accept transfer of this Colorado Discharge Permit Certification No. CO which was issued to I have reviewed the terms and conditions of this permit and the Stormwater Management Plan and accept full responsibility, coverage and liability. This transfer will be effective on: The facility site is located at: Street Address City, State and Zip Code County The NEW permittee is: Company Name Mailing Address City, State and Zip Code Phone No. Fed. Taxpayer (or Employer) ID No. Local Contact (familiar with facility) Title Phone Number I certify under penalty of law that I have personally examined and am familiar with the information submitted herein, and based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Signature of Permit Applicant (Legally Responsible Party) Date Signed Name (printed) Title 2) To be completed by the Previous permittee: As previous permittee, I hereby agree to the transfer of the above referenced permit and certification and all responsibilities thereof. Name Mailing Address City, State and Zip Code Phone No. Fed. Taxpayer (or Employer) ID No. Signature of Permit Applicant (Legally Responsible Party) Name (printed) 9/97/trans Name of facility or development Date Signed Title t Colorado Department of Public Health & Environment FOR AGENCY USE ONLY Water Quality Control Division WQCD-P-B2 REC 4300 Cherry Creek Drive South EFF Denver, Colorado 80246-1530 YEAR MONTH DAY INACTIVATION NOTICE FOR CONSTRUCTION STORMWATER DISCHARGE GENERAL PERMIT CERTIFICATION Please print or type Form must be filled out completely. Certification Number: COR-03 Taxpayer ID or EIN^ _ _ _ _ _ _ _ _ Permittee (Company) Name: Permittee Address: Phone No. ( ) Site/Facility Name: Construction Site Address/Location: County: Contact Person: Summary of work performed and description of final site stabilization: I certify under penalty of law that by the date of my signature below, all disturbed soils at the identified construction site have been finally stabilized; all temporary erosion and sediment control measures have been removed; all construction and equipment maintenance wastes have been disposed of properly; and all elements of the Stormwater Management Plan have been completed. I understand that by submitting this notice of inactivation, I am no longer authorized to discharge stormwater associated with construction activity by the general permit. I understand that discharging pollutants in stormwater associated with construction activities to the waters of the State of Colorado, where such discharges are not authorized by a CDPS permit, is unlawful under the Colorado Water Quality Control Act and the Clean Water Act. I certify under penalty of law that I have personally examined and am familiar with the information submitted herein, and based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. (See 18 U.S.C 1001 and 33 U.S.C. 1319.) Signature of Permit Applicant (Legally Responsible Party) Date Signed Name (printed) Title 9/97/cn/in PROPERTY MGMT.NO. S&P I`pO NO: PROJECT FAP-25-A(1) LOCATION: South Side of US 6, West of Vail Road, Vail, Colorado LEASE AGREEMENT (Vacant Land) THIS LEASE AGREEMENT made and entered into this <~M day of A0,,'A .2-00 by and between the State of Colorado acting by and through the Colorado Department of Transportation, CDOT, hereinafter referred to as "Lessor", and Vail Development, LLC and its successors hereinafter referred to as "Lessee". WITNESSETH: NOW, THEREFORE, in consideration of the mutual promises contained herein, the parties hereto agree as follows: 1. PREMISES, Lessor hereby leases and demises unto Lessee the Premises, hereinafter referred to as "Premises" located at along the south side of the 1-70 South Frontage Road and west of Vail Road in Vail, Colorado. The Premises, known and described as Parcel L-101, Project FAP-25-A(1) includes approximately 18.990 square feet of land area; the leased Premises being as shown on the plat attached hereto, made a part hereof and marked "Exhibit A. 2. TERM The term of this lease shall begin at 12 noon on March 5, 2007 and end at 12 noon on March 5, 2008, subject to the cancellation and termination provisions herein. 3. RENT. Lessee shall pay $ 1,200.00 as rent which shall be due upon signing of the lease. Payments shall be made payable to the Colorado Department of Transportation at: Colo. Dept. of Transportation C/o Accounting Receipts & Deposits 4201 East Arkansas Ave., Rm. 212 Denver, CO 80222 or at such place as Lessor from time to time designates by notice as provided herein. In the event Lessor has not received the rental installment hereunder on or before the tenth (10) day of the month when due, a late charge of five percent (5%) of the total installment will be assessed to the Lessee for that month and each succeeding month the payment is not received on or before the 10th day of that month. In the event the Lessee for a rental installment tenders a check, and it is returned to Lessor for insufficient funds, Lessee agrees to pay administrative charges to Lessor of Twenty Dollars ($20.00). Both Lessor and Lessee agree that acceptance by the Lessor of the late payment does not waive Lessor's right to declare Lessee in default of this Lease Agreement. 4. USE. It is understood and agreed that the that the Lessee intends to use the Premises only for installation of 12 "de-watering" wells and 643 "soil nails". The Premises may not be used for any other purpose without the specific written prior permission of the Lessor. Any other use of the Premises shall constitute material breach of this Lease and may cause this lease to terminate immediately at the Lessor's option. Rev.3/06 Page 1 of 8 5. TAXES, UTILITIES, MAINTENANCE AND OTHER EXPENSES. It is understood and agreed that this Lease shall be an absolute Net Lease with respect to Lessor, and that all taxes, assessments, insurance, utilities and other operating costs and the cost of all maintenance, repairs, and improvements, and all other direct costs, charges and expenses of any kind whatsoever respecting the Premises shall be borne by Lessee and not by the Lessor so that the rental return to Lessor shall not be reduced, offset or diminished directly or indirectly by any cost or charge. Lessee shall maintain the Premises in good repair and in tenable condition free of trash and debris during the term of this lease. Lessor shall have the right to enter the Premises at any time for the purpose of making necessary inspections. 6. HOLD HARMLESS. The Lessee shall save, indemnify and hold harmless the Lessor and FHWA for any liability for damage or loss to persons or property resulting from Lessee's occupancy or use of the Premises. 7. OWNERSHIP. The State of Colorado is the owner or the Premises. Lessor warrants and represents himself to be the authorized agent of the State of Colorado for the purposes of granting this Lease. 8. LEASE ASSIGNMENT. Lessee shall not assign this Lease and shall not sublet the demised Premises without specific written permission of the Lessor and will not permit the use of said Premises to anyone, other than Lessee, its agents or employees, without the prior written consent of Lessor. 9. APPLICABLE LAW. The laws of the State of Colorado and rules and regulations issued pursuant thereto shall be applied in the interpretation, execution and enforcement of this Lease. Any provision of this Lease, whether or not incorporated herein by reference, which provides for arbitration by any extra- judicial body or person or which is otherwise in conflict with said laws, rules and regulations shall be considered null and void. Nothing contained in any provision incorporated herein by reference which purports to negate this or any other special provision in whole or in part shall be valid or enforceable or available in any action at law whether by way of compliant, defense or otherwise. Any provision rendered null and void by the operation of this provision will not invalidate the remainder of this Lease to the extent that this agreement is capable of execution. 10. CANCELLATION. Both parties understand that at any time before the scheduled expiration of the term of this Lease, Lessor has the right to cancel the lease without liability by giving the Lessee 90 days written notice of its intention to cancel the Lease. The notice shall be hand delivered, posted on the Premises, or sent to the Lessee, at the address of the Lessee contained herein by Certified Mail, return receipt requested. This Lease may also be canceled by the Lessee by giving the Lessor 90 days written notice of their intent to do so and after receiving permission of the Lessor to remove, and having removed all soil noils and filling and capping all de-watering wells. 11. COMPLETE AGREEMENT. This Lease, including all exhibits, supersedes any and all prior written or oral agreements and there are no covenants, conditions or agreements between the parties except as set forth herein. No prior or contemporaneous addition, deletion, or other amendment hereto shall have any force or affect whatsoever unless embodied herein in writing. No subsequent novation, renewal, addition, deletion or other amendment hereto shall have any force or effect unless embodied in a written contract executed and approved pursuant to the State Fiscal Rules. 12. CAPTIONS, CONSTRUCTION, AND LEASE EFFECT. The captions and headings used in this Lease are for identification only, and shall be disregarded in any construction of the lease provisions. All of the terms of this Lease shall inure to the benefit of and be binding upon the respective heirs, successors, and assigns of both the Lessor and the Lessee. If any provision of this Lease shall be determined to be invalid, illegal, or without force by a court of law or rendered so by legislative act then the remaining provisions of this Lease shall remain in full force and effect. Rev.3/06 Page 2 of 8 13. NO BENEFICIAL INTEREST. The signatories aver that to their knowledge, no state employee has any personal or beneficial interest whatsoever in the service or property described herein. 14. NO VIOLATION OF LAW. The Lessee shall not commit, nor permit the commission of, any act or thing, which shall be a violation of any ordinance of the municipality, City, County, or of any law of the State of Colorado or the United States. The Lessee shall not use the Premises for any manner, which shall constitute a nuisance or public annoyance. The signatories hereto aver that they are familiar with 18-8-301, et seq., (Bribery and Corrupt Influences) and 18-8-401, et seq., (Abuse of Public Office), C.R.S., as amended, and that no violation of such provisions is present. The signatories aver that to their knowledge, no state employee has any personal or beneficial interest whatsoever in the service or property described herein. 15. NOTICE. Any notice required or permitted by this Lease may be delivered in person or sent by registered or certified mail, return receipt requested, to the party at the address as hereinafter provided, and if sent by mail it shall be effective when posted in the U.S. Mail Depository with sufficient postage attached thereto: LESSOR: Colo. Dept. of Transportation Property Management Manager 15285 S. Golden Rd., Bldg. 47 Golden, Colorado 80401 LESSEE: Vail Development, LLC (or as assigned to) Black Diamond Resort -Vail, LLC 50 S. Sixth Street, Suite 1480 Minneapolois, MN 55402 Notice of change of address shall be treated as any other notice. The Lessee warrants that the address listed above is the Lessee's current mailing address and that the Lessee will notify the Lessor in writing of any changes in that address within ten (10) days of such change. 16. HOLDING OVER. If the Lessor allows the Lessee to occupy or use the Premises after the expiration or sooner termination of this Lease, the Lessee becomes a Holdover Tenant and shall be a month-to-month Lessee subject to all the laws of the State of Colorado applicable to such tenancy. The rent to be paid by Lessee during such continued occupancy shall be the same being paid by Lessee as of the date of expiration or sooner termination. Lessor and Lessee each hereby agree to give the other party at least thirty (30) days written notice prior to termination of this holdover tenancy. 17. CHIEF ENGINEER'S APPROVAL. This Lease shall not be deemed valid until it has been approved by the Chief Engineer of the Colorado Department of Transportation and by the Lessee. 18. HAZARDOUS MATERIALS. The Lessee agrees to defend, indemnify and hold harmless the Lessor and any employees, agents, contractors, and officials of the Lessor against any and all damages, claims, liability, loss, fines or expenses, including attorney's fees and litigation costs, related to the presence, disposal; release or clean-up of any contaminants, hazardous materials or pollutants on, over, under, from or affecting the property subject to this Lease, which contaminants or hazardous materials the Lessee or its employees, agents, contractors or officials has caused to be located, disposed, or released on the property. The Lessee shall also be responsible for all damages, claims and liability to the soil, water, vegetation, buildings or personal property located thereon as well as any personal injury or property damage related to such contaminants or hazardous materials. 19. NO NEW PERMANENT STRUCTURES OR IMPROVEMENTS. No new permanent structures or improvements of any kind, other than those described in Section 2 of this lease, shall be erected or Rev.3/06 Page 3 of 8 moved upon the Premises by the Lessee without the express written prior permission of the Lessor. Any such structure or improvement erected or moved upon the Premises without the express written consent of the Lessor may be immediately removed by the Lessor at the expense of the Lessee. Further, any structures, improvements or items of any kind remaining on the Premises at the termination of the Lease will be considered abandoned by the Lessee and may be immediately removed by Lessor at the Lessee's expense; provided, howver, that abandonment of the soil nails is anticipated by this agreement and conpensation for any future removeal is provided for in Section 23 below and such abandonment of the soil nails shall not in and of itself require the immediate removal of the soil nails by Lessor. 20. BINDING AGREEMENT. This Lease shall be binding upon and inure to the benefit of the partners, heirs, executors, administrators, and successors of the respective parties hereto. 21. DEFAULT. If: (1) Lessee shall fail to pay any rent or other sum payable hereunder for a period of 10 days after the same is due; (2) Lessee shall fail to observe, keep or perform any of the other terms, agreements or conditions contained herein or in regulations to be observed or performed by Lessee and such default continues for a period of 30 days after notice by Lessor; (3) This Lease or any interest of Lessee hereunder shall be levied upon by any attachment or execution, then any such event shall constitute an event of default by Lessee. Upon the occurrence of any event of default by Lessee hereunder, Lessor may, at its option and without any further notice or demand, in addition to any other rights and remedies given hereunder or by law, do any of the following: (a) Lessor shall have the right, so long as such default continues, to give notice of termination to Lessee. On the date specified in such notice (which shall not be less than 3 days after the giving of such notice) this Lease shall terminate. (b) In the event of any such termination of this Lease, Lessor may then or at any time thereafter, re-enter the Premises and remove there from all persons and property and again repossess and enjoy the Premises, without prejudice to any other remedies that Lessor may have by reason of Lessee's default or of such termination. (c) The amount of damages which Lessor may recover in event of such termination shall include, without limitation, (1) the amount at the time of award of unpaid rental earned and other sums owed by Lessee to Lessor hereunder, as of the time of termination, together with interest thereon as provided in this Lease, (2) all legal expenses and other related costs incurred by Lessor following Lessee's default including reasonable attorneys' fees incurred in collecting any amount owed hereunder (3) any damages to the property beyond its present condition. (d) Upon the Lessee's failure to remove its personal property from the Premises after the expiration of the term of this Lease, (with the exception of the soil nails that will remain) Lessor may in its sole discretion, without notice to or demand upon Lessee, remove, sell or dispose of any and all personal property located on the Premises. Lessee waives all claims for damages that may be caused by Lessor's removal of property as herein provided. 22. INSURANCE. (Revised 2006 per State Controller Requirements) (a) The Lessee shall obtain and maintain, at all times during the duration of this Lease, insurance in the kinds and amounts detailed below. The Lessee shall require any Contractor working for them on the Premises to obtain like coverage. The following insurance requirements must be in effect during the entire term of the Lease. Lessee shall, at it sole cost and expense, obtain insurance on its inventory, equipment and all other personal property located on the Premises against loss resulting from fire, theft or other casualty. Page 4 of 8 Rev.3/06 (b) Workers' Compensation Insurance as required by State statute, and Employer's Liability Insurance covering all employees acting within the course and scope of their employment and work on the activities authorized by this Lease in Paragraph 4. (c) Commercial General Liability Insurance written on ISO occurrence form CG 00 01 10/93 or equivalent, covering Premises operations, fire damage, independent Consultants, blanket contractual liability, personal injury, and advertising liability with minimum limits as follows: 1. $1,000,000 each occurrence; 2. $2,000,000 general aggregate; 3. $50,000 any one fire. If any aggregate limit is reduced below, $1,000,000 because of claims made or paid, the Lessee, or as applicable, its Contractor, shall immediately obtain additional insurance to restore the full aggregate limit and furnish to CDOT a certificate or other document satisfactory to CDOT showing compliance with this provision. (d) If any operations are anticipated that might in any way result in the creation of a pollution exposure, Lessee shall also provide Pollution Legal Liability Insurance with minimum limits of liability of $1,000,000 Each Claim and $1,000,000 Annual Aggregate. CDOT shall be named as an Additional Insured to the Pollution Legal Liability policy. The Policy shale be written on a Claims Made form, with an extended reporting period of at least two year following finalization of the Lease. (e) Umbrella or Excess Liability Insurance with minimum limits of $1,000,000. This policy shall become primary (drop down) in the event the primary Liability Policy limits are impaired or exhausted. The Policy shall be written on an Occurrence form and shall be following form of the primary. The following form Excess Liability shall include CDOT as an Additional Insured. (f) CDOT shall be named as Additional Insured on the Commercial General Liability Insurance policy. Coverage required by the Lease will be primary over any insurance or self-insurance program carried by the State of Colorado. (g) The Insurance shall include provisions preventing cancellation or non-renewal without at least 30 days prior notice to CDOT by certified mail to the address contained in this document. (h) The insurance policies related to the Lease shall include clauses stating that each carrier will waive all rights of recovery, under subrogation or otherwise, against CDOT, its agencies, institutions, organizations, officers, agents, employees and volunteers. (i) All policies evidencing the insurance coverage required hereunder shall be issued by insurance companies satisfactory to CDOT. (j) In order for this lease to be executed, the Lessee, or as applicable, their Contractor, shall provide certificates showing insurance coverage required by this Lease to CDOT prior to the execution of this lease. No later than 30 days prior to the expiration date of any such coverage, the Lessee or Contractor shall deliver to the Notice Address of CDOT certificates of insurance evidencing renewals thereof. At any time during the term of this Lease, CDOT may request in writing, and the Lessee or Contractor shall thereupon within 10 days supply to CDOT, evidence satisfactory to CDOT of compliance with the provisions of this section. Insurance coverage must be in effect or this lease is in default. (k) Notwithstanding subsection (a.) of this section, if the Lessee is a "public entity" within the meaning of the Colorado Governmental Immunity Act CRS 24-10-101, et se g., as amended ("Act'), the Rev.3/06 Page 5 of 8 Lessee shall at all times during the term of this Lease maintain only such liability insurance, by commercial policy or self-insurance, as is necessary to meet its liabilities under the Act. Upon request by CDOT, the Lessee shall show proof of such insurance satisfactory to CDOT. Public entity Lessees are not required to name CDOT as an Additional Insured. (1) If the Lessee engages a Contractor to act independently from the Lessee on the Premises, that Contractor shall be required to provide an endorsement naming CDOT as an Additional Insured on their Commercial General Liability, and Umbrella or Excess Liability policies. 23. ADDITIONAL PROVISIONS. The Lessee proposes to install "soil nails" and "de-watering" wells in the parcel described above, and as shown on Sheets XBS-2 through XBS-5 of the construction plans by Coggins & Sons, Inc. of Littleton, Colorado, dated 9/9/05 as attached hereto. The purpose of the proposed installation is to shore up the Lessor's property subsequent to excavation of the Lessee's adjoining property and to prevent water seepage into the excavated area. The "soil nails" are proposed to enter the leased property at various elevations from 8,168 feet to 8,128 feet and extend down to the north at an approximate 15° angle to elevations between 8156 feet to 8116 feet based on the above referenced construction plans attached hereto. The preceding sentence notwithstanding, the construction plans referenced above shall control. The "soil nails" shall remain in the subsurface of the Lessor's property until they are removed by or with the permission of the Lessor; but in no event shall the soil nails be removed prior to the end of the term of the Lease Ageement. The de-watering wells shall be filled and capped by the Lessee at their sole expense in accordance with local, State and Federal regulations, laws and guidelines/standards before the end of the term of this lease. (a) The payment for this lease will consist of two parts: (i) The first part is that described in Section 3 and shall be fixed for a period of one year. (ii) The second part of the payment consists of ONE PAYMENT of $48,225.00, due upon signing of this lease, which is the calculated current cost of removing the soil nails during excavation and is based on 643 nails at $75.00 per nail. Any addition or subtraction of the number of nails shall be reflected in the total amount of this payment on the basis of $75.00 per nail. This payment is agreed upon between the parties to be the total amount to be paid by the Lessee to offset any future costs of removal of the soil nails by the Lessor. (b) The Lessee has represented to the Lessor that their building is freestanding and not dependent upon the soil nails for support. The Lessee therefore agrees that they will have no legal recourse against the Lessor, it's agents or Permiees if during the responsible removal of the soil nails the Lessee's property is damaged due to lack of support. (c) The Lessee further agrees that it will indemnify the Lessor for any damages incurred by Permittees of the Lessor, if during the normal course of their business their equipment or facilities are damaged in connection with the installation of the soil nails or de-watering wells on the Premises. i. The Lessee acknowledges that it is aware of the existing utilities in the area to be leased and agrees that it will submit plans of its proposed installations to the affected utility companies for review and concurrence. The Lessee further agrees that it will provide the Lessor with copies of written documentation from each utility that they have reviewed the proposed installation and concur with the plans to avoid and protect the existing utilities and to mitigate any damages. Such documentation will be submitted to Lessor prior to any work being conducted on the Premises by Lessee. Rev. 3/06 Page 6 of 8 ii. The Lessee agrees that it will not damage utility facilities presently existing and will repair at its cost such facilities if damage occurs due to its work within the right of way. Lessee further agrees that it will indemnify and hold harmless the Lessor and all utility companies presently occupying the right of way as a consequence of Lessee's action. (d) The designer of the shoring system, Coggins & Sons, Inc. of Littleton, Colorado has required weekly monitoring of the excavation for horizontal movement during construction and reporting of the results by the contractor to them for review. In at letter dated February 27, 2007 and signed by James H. Hart, PE, Coggins & Sons, Inc. discussed minimum and maximum anticipated horizontal wall movement and plans if unacceptable movement should occur. A copy of this letter is attached as an exhibit to this lease. The Lessor is specifically relying on the assurances of this letter and the Lessee agrees to continue to employ Coggins & Son, Inc. in it's present position and to promptly implement all recommendations of that company. (e) Lessee agrees to include the Lessor in the weekly distribution list for the results of the horizontal wall movement monitoring. Monitoring results will be sent in a timely manner to CDOT Materials and Geotechnical Branch Attention: Mark Vessely. 4201 East Arkansas Avenue. Denver, CO 80222 970-618-3284 (f) Lessee further agrees to provide prompt notification of any indications of failure, including but not limited to soil or pavement cracking, to the party noted above and to the following parties, James Pitkin, Senior Supervisor 970-471-1242 Larry Dungan, Vail TM-III 970-845-8816 Office 970-471-9768 Cell David Lykins 970-845-1027 Office 970-401-2326 Cell Rev.3/06 Page 7 of 8 IN WITNESS WHEREOF, the parties hereto have executed this lease agreement on the day and year first above written. LESSEE: Vail Development, LLC (Full Legal Name) (If Corporation) By Attest (Seal) (Name) t.p.s 4 .PSk►*~D Title \1 t c-P- t4b. N p4jL-f?- By Secretary /L /y ne-S 4a, STATE OF 4 ) ) ss ,n n ~tJlYl ) COUNTY OF W -I2t-2a4 Federal Tax Identification Number 7W The foregoing instrument was subscribed and sworn to before me this.27 day of by _C~0 IaS . C-1, P 1 Witness my hand and official seal. My commission expires 1 - 31 k2- CHARLOTTE MARIASCHU OF )TARY PUBLIC Address: SIP, 4,: MINNESOTA Iv1Y CUtr1i4iSSiOP! EXPIRES 0113112012 Notary Public 5o S. Slic 5+. LESSOR: ATTEST: COLORADO DEPARTMENT OF TRANSPORTATION aG*LS'W. BENNETT PAMELA E. HUTTON, P.E. Chief Clerk for Right of Way Chief Engineer Rev.3/06 Page 8 of 8 EXHIBIT - Page I of 4 Exhibit A Tee~ms and Conditions Vail Development for the installation of de-watering wells wid soil nails in the ROW CDOT shall review and certify the dat• • s correct and consistent with the monitoring plan that is described in the 3--8.07Coggins' and Sons, Inc letter to Levton Construction Company, attached. This data and the certification shall be forward to the FHWA Colorado Division office within ten working days of the collection of the data. 2. The FHWA shall be held harmless for any damage that may occur to the resources of the roadways (i.e. US 6 and I-70 embankments and the US 6 and I-70 pavements.) 3. The FWHA shall be held harmless for incidents involving public safety that are a result of the use of the ROW as allowed by the agreement. 4. CDOT shall require Leyton and Coggins to develop a plan of action that shall be submitted to CDOT for review and concurrence if unacceptable inovernent in the soil nail wall occurs. This plan will be forwarded to FHWA Colorado Division Office. 5. CDOT shall ensure the Lessee: a. Provides for Ole prevention of and control of soil erosion within the right-of- way b. Protects and preserves soil acid vegetative cover on the right-of-way 6. Modifications of the lease agreement will require FHWA review and approval prior to implementation of an alternate construction method. 7. The FHWA. shall have the right to access the sight for inspection of the soil nail wall and roadway facility at any time during the duration of the lease. 8. Any repair work that is determined to be a result of the Lessee's use of the 1-70 right- of-way shall not be eligible for federal-aid funding was #VC- 1 VC c1 / crvG + S ~..ri S fe&e j- ea~aaE±ec Mac Z,00 7 -000GINS & SO Caisson Drilling, Excavation Shoring, Tieback Anchors March 8, 2007 Layton Construction Company, Inc, 9090 South Sandy Parkway Sandy, UT 84010 Attention: Mark Sheanshang Subject: Four SeasonsResort Earth Retention Horizontal movement OW --Niv U; • s O ff l • 0John, H. Hart, P.E. 3 r$ r S~AlPS. As requested, we are providing a follow-up letter to our February 27, 2006- letter estimating the horizontal movement of the pxoposed soil nail wall. As outlined from Table 5.2 on page 105 of the Federal Highway Administration -(FHA) Geotechnical Engineering Circular Number 7 "Soil Nail Walls" (Publication No. FHWA IF- 03-017) dated' March 2003; the estimated maximum horizontal.wall displacement of wall height 49 feet would be 1.18 inch. If you have any questions, please contact us. Sincerely, Coggins and Sons, Tn on REG 9512 Titan Park Circle • Littleton, Colorado 80125 • (303) 791-9911 • FAX (303) 791-0967 100/100In X-Va 1Z ;D1 NOH L06Z/50/E0 II Caisson Drilling, Excavation Shoring, Tieback Anchors tAftlbli H - YAUL .J OI 4 C J-.V ^:nr COGGINS & SO February 27, 2007 Layton Construction Company, Inc. 9090 South Sandy Parkway Sandy, UT 84070 Attention: Mark Sheanshang Subject: Four Seasons Resort Earth Retention Anticipated horizontal movement and extending nails across Highway 6 As requested, we are providing a letter estimating the anticipated horizontal movement of the proposed soil wail wall. This project has been designed following criteria as outlined in the Federal Highway Administration (FHA) Cseotcchnical Engineering Circular Number 7 "Soil Nail Walls' (Publication No. FHWA-IF-03-017) dated March 2003. Page 104 of the above-mentioned manual provides detail to the deformation behavior of soil nail walls. The manual states, "Maximum, horizontal displacements occur at the top of the wall and decrease progressively toward the toe of the wall." In addition, the manual states movement of soil nailed walls dependent on many factors. From visual observation and monitoring of many previously completed soils nailed walls, we too have concluded wall movement dependent on many factors and that the height of wall one of the most critical: We can perform an elaborate finite element analysis, however, we have determined an empirical approach produces accurate values. From our experience and outlined in the above-mentioned manual, the anticipated horizontal wall movement will vary from a minimum of .002 to a maximum of .005 times the wall height. Please see the table below for anticipated horizontal wall movement for various heights. Table 1. Anticipated Horizontal wall movement for various wall heights. Wall Hei t feet Minimum inches Maximum inches 49 - 42 1.01 2.94 41 - 35 0.84 2.46 34 - 28 0.67 2.04 27 - 21 0.50 1.62 20 -14 0.34 1.20 13-7 0.17 0.78 As outlined on XBS-1 on the earth retention drawings, a monitoring program will be implemented. As per our conversation on Friday, February 23, Layton Construction will provide surveying of monitoring points established at the top of wall per Coggins direction. The monitoring points will be spaced approximately 75 feet horizontally across the top of 9512 Titan Park Circle - Littleton, Colorado 80125 • (303) 791-9911 - FAX (303) 791-0967 COGGINS & S0. nArl1D11 H - rHlir, ui -t • 4Y Caisson Drilling, Excavation Shoring, Tieback Anchors wall and installed once the first lift of shotcrete placed. The points will be read once a week during earth retention construction and the data distributed to Coggins the following 'day. Coggins will review the data and determine if the movement acceptable. If the movement acceptable, earth retention construction will continue. If the movement not acceptable, earth retention and excavation construction will cease and Coggin will initiate a plan of action. A earth berm shall be placed in front of the area of concern until such time as Coggins establishes and implements a plan of action to address the situation. Once the earth retention construction completed, it will be the responsibility of Layton to continue monitoring of the wall and keep Coggin informed of movement until the structure can withstand horizontal loading. All of us at Coggin & Sons feel strongly that we have proposed an earth retention system that will limit horizontal deformation. The monitoring program that will be implemented will inform us quickly if a situation arises so we can address the.situation in a timely manner. In addition to estimating the horizontal movement, we were asked to examine the possibility of extending the first row of nails across Highway 6 in lieu of terminating the nails under Highway 6. After review, we can extend the first mw of nails #48 through #78 so the nails will terminate on the other side of Highway 6. In the near future, the earth retention plans will be adjusted to reflect the longer nail lengths for the top row of nails #48 through #78. We feel the earth retention system proposed will generate a safe and successful project. If you have any questions, please contact us. Sincerely, Coggin and Sons, Inc. John H. Hart, P.E. 9512 Titan Park Circle • Littleton, Colorado 80125 • (303) 791-9911 • FAX (303) 791-0957 r t~. l I ~N r m o / U JIn1' I~ O ~ o O r ROAD OPY ❑ v 1 s LJ L:J r r a ' r I y 3 i 0 0 s V i n rA % 1 r t r 9 =Z- r i- f e f`41 I l~ ~ / ~ 1 J DESIGNED DS NO. 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FOUR SEASONS HOTELS AND RESORTS 31, X a m C O G GINS Zmo THE WEITZ COMPANY o ° 9512 TITAN PARK CIRCLE 4725 SOUTH MONACO STREET, SUITE 100 ug o ; LITTLETON, COLORADO 80125 DENVER, CO 80237 TEL: 303-791-9911 FAX: 303-791-0967 PH. 303-860-6600 FX_ 303-860-6698 m>. M M D r Z E D r 1 Nm o M D < O 1 mm D °N r° m O O r M Z O Z moomLa mammmmmmmmmm U) 0 r 0 m 71 CC) n D cn C7 2 m 0 C r - m u I L ~ I S ! ~ I n I I ++mN I NgT i z~ I m x> I xa I 9 \11. m! r- m I <i D i I O! z! I < ! rn! I I F I i C i m ~ I ~ I O~ C I ~ I ! I >D ~ I I co n D I~ r ! °r I 0 z x 1 0l I I gl I I I I I I I ON COD ao mtloatlJaoaomm N N N W W W W W A A O i m 0 N A D ~ m 0 mmmmmmmmmmm Om O N A D 1 m 0 N A m I I I I I I I I I I I IIIIIIIIIII MATCHLINE 4 O i N u i A O D a N O I Dt J ~ I_ i TURNLINE D i m D f~ D ~ r i ' 0 0 I O D N a W TURNLINE D i TURNUNE iO m 0 O) O D I i V D_ I m O O aO tD D I• z O O my S n o< Z mm W A co o I I I I I I I I I~ 1 1 1 1 1 1 1 ~i I l I I I I I I I I I I I l I l l m m m m m m CO CO CO m m m m CO CO m m 08 N A D, Z' N N N N N W U W W U A co O" A DI m O N A m m 0 O D O 0 1 i O D e DO I- 0 a O .D u O D D O w Li . O O ID LiO I w O D iz O O i O TC En OF x" mo y m C O G G I N S & SONS ( N C FOUR SEASONS HOTELS AND RESORTS x Q O o Z co 512 TITAN PARK CIRCLE THE WEITZ COMPANY z~ o ~ co 4725 SOUTH MONACO STREET, SUITE 100 ~ LITTLETON, COLORADO 80125 DENVER, CO 80237 TEL: 303-791-9911 FAX: 303-791-0967 PH. 303-860-6600 FX. 303-860-6698 m M w A z ~ n i \ O N wawi leers I' W m~ et ~21 I i C A D I s i r m 0 r m TURNUNE D I r fD u D G I m 70 ° TURNUNE a cf) I 'o C a .O m = D co n D 0 fr N or I i W O G_ I A O O wmmamEmmmmmmmmmmm CA (A 8~ 11 p. D1 m O N A m a O N? Dpi M O N A m \J COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL USE PERMIT []LANDSCAPE XXXGENRAL CONSTN []SURVEY []OTHER ( ) PERMITTEE RE DEPARTMENT ONLY CEIVED Name -Date issued 12/19/05 BLACK DIAMOND RESORTS-VAIL, LLC Permit # 12,878 JUN 0 7 2006 Address S.H.# 070A Frontage Rd. M.P. 175mm 50 SOUTH 6T11 STREET, SUITE 1480 District 03 MINNEAPOLIS, MN 55402 Section 02 Telephone (612)313-0123 Representative: DOUG HIPSKIND Patrol 2MARY4 NOTICE TO PERMITTEE: You must notify owner or operator of underground utility facilities at least two (2) business days prior to mating or beginning excavations in the vicinity of such facilities, as required under Section 9-15-103, Colorado Revised Statutes. CALL UTILITY NOTIFICATION CENTER OF COLORADO (UNCC/CDOT), 1-800-922-1987/(970) 248-7230, FOR MARKING OF MEMBER UTILITIES.. CONTACT NON-MEMBER UTILITIES DIRECTLY NATURE OF ACTIVITY INSTALL SOIL NAILS FOR FOUNDATION SUPPORT AND TEMPARY DEWATERING WELLS. THIS WORK IS BEING DONE UNDER A LEASE AGREEMENT WITH CDOT RIGHT OF WAY SECTION. ALL TERMS AND CONDITIONS OF THIS AGREEMENT SHALL BE FOLLOWED. LOCATION: State Hwy. No.070A Frontage Rd County EAGLE City/Town VAIL Mile paint() 195mm Inter t' glzeat re(c)• CntlTH FRnNTAf:F RnAn AT FYTT I'7F pnllNneRnttT Other Location Information ADDITIONAL REMARKS CURRENT INSURANCE CERTIFICATE ON FILE. IONS (completed by the By Any work shall only be in accordance with the special provisions and other applicable details as set forth in this permit and its attachments. The CDOT Inspector is: LARRY DUNGAN are terms and conditions of Telephone (970)845-8816 Fax(970)845-8816 or within days, (as applicable) Work time restrictions: DAYLIGHT HOURS ONLY, NO WEEKENDS OR HOLIDAYS. Work is to be completed on or before: 8/15/06 Ext. to 11/15/06 (ALSO SEE ATTACHED STANDARD PROVISIONS, AND ADDITIONAL SPECIAL PROVISIONS), (TRAFFIC CONTROL MUST CONFORM TO THE MUTCD) Other: Permittee is prohibited from commencing any activity within highway ROW prior to issuance of a fully endorsed and validated permit. Permit, insurance certificate(s), and traffic control plan must be available on site during work. High visibility vests are required at all times during working hours. 1. Your request to perform the work as described above is granted subject to the terms and conditions of this permit, including the Standard and Special Provisions as shown on the permit and all attachments hereto. 2. To the extent authorized by law, the Permittee shall indemnify, save, and hold harmless the State, its employees and agents, against any and all claims, damages, liability, and court awards including costs, expenses, and attorney fees incurred as a result of any act or omission by the Permittee, or its employees, agents, subcontractors or assignees pursuant to the terms of this permit. 3. Failure by the Permittee to comply with any of the included terms or conditions may subject this permit to suspension or cancellation, at the discretion of the Department of Transportation. 4. THIS PERMIT IS NOT VALID UNTIL FULLY ENDORSED BY ALL PARTIES, WITH DATE OF ISSUE AFFIXED BY AN AUTHORIZED REPRESENTATIVE OF THE DEPARTMENT. A FULLY EXECUTED COPY OF THIS PERMIT MUST BE ON FILE AT THE TRANSPORTATION REGION OFFICE. 5. In accepting this permit the undersigned, representing the Permittee, verities that he or she has the authority to sign for and bind the Permittee, and that he or she has read, understands and accepts all the included conditions. Attested Date I Signature Date _ _ [.5t alb` Title I Title ice N1AtJa Eft aP l.F t>sl.1t i tJt I ~ ~ rJ M COI ~DO DFPARTNTE T OF TRANSPORTATION ( hitl f n~inl Date of issue I(~•~iiui;il Ii:ui.lnril.i~i„ii Ilii„1„i I~~.r~ii~, I' I,iu~ *THIS FORM CANNOT BE REDUCED (PLEASE TYPE) TYPES OF IMPROVEMENTS Fence Wall Landscaping Other OWNER OF PROPERTY ADDRESS .60 S t) p l L I's -VV+ i~_. L1-C_ LEGAL DESCRIPTION OF PROPERTY TO BE SERVED LOT BLOCK SUBDIVISION (If necessary, attach description on separate sheet). Corner lot Inside lot DETAILED DESCRIPTION OF STRUCTURE OR iTEM(s) INTO RIGHT-OF-WAY: St~l` /VA J /~s.rr~ r~ 'nc'tii ~nf rTH VAU_ 9cIA-6 ~rti,t S1DiF- ni= 04tAfil~ -Fr~~ 116- rrr,P, SI 5245 gE5VPT `t-fc~T,;l a. So i 1.t L ti d D~L~ SDU1- IWriT SIDS OF. Sr7`,t ; Nvk r»kR- 57&}-5cK1s Rao&277. Does structure presently exist? A/0 Proposed date for commencement of construction Ir- /10 Cl& In consideration of the issuance of a revocable permit for the structure above indicated, applicant agrees as follows: That the structure herein authorized on a revocable permit basis is restricted exclusively to the land above described. 2. That the permit is limited specifically to the type of structure described in this application. 3. That the applicant shall notify the Project Planner and Public Works Department, or their duly authorized agent, twenty-four hours in advance of the time for commencement of construction, in order that proper inspection may be made by the Town. 4. The applicant agrees to indemnify and hold harmless the Town of Vail, its officers, employees and agents against all liability, claims and demands on account of injury, loss or damage, including without limitation claims arising from bodily injury, personal injury, sickness, disease, death, property loss or damage, or any other loss of any kind whatsoever, which arise out of or are in any manner connected with applicant's activities pursuant to this permit, if such injury, loss, or damage is caused in whole or in part by, or is claimed to be caused in whole or in part by, the act, omission, error, professional error, mistake, negligence or other fault of the applicant, his contractor or subcontractor or any officer, employee or representative of the applicant, his contractor or his subcontractor. The applicant agrees to investigate, handle respond to, and to provide defense for and defend against, any such liability, claims, or demands at the sole expense of the applicant. The applicant also agrees to bear all expenses relating thereto, including court costs and Revised 08/04/04 F:\Users\cdev\FORMS\PERM1MRevcable ROW Permit doc 7F-f- X47" kc (fi;-7ID attorney's fees, whether or not any such liability, claims, or demands alleged are groundless, false, or fraudulent. Applicant agrees to procure and maintain, at its own cost, a policy or policies of insurance sufficient to ensure against all liability claims, demands and other obligations assumed by the applicant pursuant to this Paragraph 4. Applicants further agree to release the Town of Vail, its officers, agents and employees from any and all liability, claims, demands, or actions or causes of actions whatsoever arising out of any damage, loss or injury to the applicant or to the applicant's property caused by the Town of Vail, its officers, agents and employees while engaged in maintenance or snow removal activities or any other activities whatsoever on Town of Vail property, streets, sidewalks, or rights-of-way. 5. That the permit may be revoked whenever it is determined that the encroachment, obstruction, or other structure constitutes a nuisance, destroys or impairs the use of the right-of-way by the public, constitutes a traffic hazard, or the property upon which the encroachment, obstruction, or structure exists is required for use by the public; or it may be revoked at any time for any reason deemed sufficient by the Town of Vail. 6. That the applicant will remove, at his expense, the encroachment, obstruction, or structure within ten days after receiving notice of any revocation of said permit. 7. That the applicant agrees to maintain any landscaping associated with the encroachment on the right-of-way. 8. That in the event said removal of the encroachment, obstruction, or structure is not accomplished within ten days, the Town is hereby authorized to remove same and have the right to make an assessment against the property and collect the costs or removal in the same manner as general taxes are collected. 9. That the applicant has read and understands all of the terms and conditions set forth in this application. 10. The Revocable Right-of-way Permit fee is $35.00; $11.00 of the fee pays for Eagle County Clerk and. Recorder recording. Make checks payable to Town of Vail. 11. Special conditions: Signature of Property Owner Date (If joint ownership, both signatures) Signature of Property Owner Date (If joint ownership, both signatures) APPROVED: Project Planner Department of Public Works Revised 08/04/04 F:\Users\cdev\FORMS\PERMITS\Revcable ROW Permit.doc EXHIBIT A LEGAL DESCRIPTION OF VAIL PROPERTY A part of Lots A, B and C of Amended Map of Sheet 1 of 2 of Vail Village, Second Filing, Eagle County, Colorado, being more particularly described as follows: Commencing at the Northeast corner of Section 7, Township 5 South, Range 80 West of the Sixth Principal Meridian; thence along the East line of the Northeast Quarter of the Northeast Quarter of said Section 7, and referring all bearings contained herein to said line, SO0°09'28"W, a distance of 39.20 feet; thence departing said line N79°08'45"W, a distance of 25.44 feet to the Northeast corner of said Lot A and the Point of Beginning of the herein described parcel of land; thence along the East line of said Lot A and the West right-of way line of Vail Road (50' wide) SO0°09'28"W, a distance of 125.00 feet; thence continue along said line SO0°09'28"W, a distance of 29.15 feet to the Northeast corner of Condominium Map for the Holiday House as recorded in Book 229 at Page 936; thence along the North and West boundaries of said Condominium Map. The following five (5) courses and distances: 1) N73°43'44"W, 156.13 feet; 2) S28°00'55"E, 67.00 feet; 3) S61 °59'05"W, 18.27 feet; 4) S28°00'55"E, 86.00 feet; 5) S74°12'22"W, 101.49 feet to intersect the North right-of-way line of West Meadow Drive (50' wide); thence along said right-of-way line the following two (2) courses and distances: 1) N67°34'08"W, 264.42 feet; 2) 58.51 feet along the arc of a curve to the left having a radius of 525.00', a central angle of 6°23'09" and a chord which bears N70°45'43"W, 58.48' to the Southwest corner of said Lot C; thence along the West line of said Lot C N10°51' 15"E, a distance of 251.25 feet to the Northwest corner of said Lot C; thence along the North line of said Lot C S79°08'45"E, a distance of 300.00 feet to the Northeast corner a said Lot C and the Northwest corner of said Lot A; thence along the North line of said Lot A S79°08'45"E, a distance of 152.65 feet to the Point of Beginning. Containing 118765 square feet or 2.726 acres of land more or less. Bearings are based on State Plane Coordinates, Colorado Central Zone. X { 104772.DOC} } ALPINE ENGINEERING; INC. 'October 19, 2006 Mr. Brian Killian Colorado Department of Transportation 222 South 6"' Street, Rm. 100 Grand Junction, CO 81501 RE: Vail Four Seasons Resort Temporary Access Permit No. 306161 Dear Brian: Enclosed for your review is the signed Temporary Access, Permit (PERMIT) for the above - referenced project. Based on our discussions earlier this week (10/16/2006), we will use the existing ingress/egress point for approximately 1 %2 - 2 months before we will need to revise the staging plan. At such time, we will reapply for a new permit. There are two (2) items in the Terms and Conditions of the existing permit which we would request a variance on: 1. Construction Work Times: The existing permit identifies work hours between 7:00 a.m. to 3:30 p.m. when the resort is not opened and 9:00 a.m. to 3:30 p.m. during ski season. The Contractor is requesting a work schedule from one (1) hour after sunrise to one (1) hour before sunset. These hours of operation appear to be consistent with the Town's requirements. 2. Weekend Work: The existing permit precludes working at night, Saturdays, Sundays and legal holidays. The Contractor believes that occasional work on Saturdays may be required to complete the mass excavation in accordance with anticipated project schedules. The Contractor is requesting a variance to accommodate this. Thank you in advance for your cooperation in working with us to resolve these issues. Your consideration of the aforementioned items is greatly appreciated. Should you have additional questions or comments, please do not hesitate to call our office. Sincerely, Jim McNeil, PE P.O. Box 4603 • Frisco, Colorado 80443 • (970) 453-6064 • Fax (970) 453-6631 TATS OF CO DEPARTMENT OF TRANSPORTATION Region 3 Traffic Section 222 South 6th Street, Room 100 Grand unction, CO 81501 970-248-7230 office 970-248-7294 fax August 22, 2006 To: Douglas Hipskind Black Diamond Resorts - Vail, LLC 50 South 6th Street, Suite 1480 Minneapolis, MN 55402 Dear Douglas Hipskind: Permit # 306161 Please review the attached State Highway Access Permit (Form #101) and all enclosed attachments. If you choose NOT to act on the permit, please return the permit unsigned. If you wish to APPEAL the Terms and Conditions of the permit, please refer to the attached Form 101 pages 2 & 3 for an explanation of the appeal procedures. If you ACCEPT the permit and its Terms and Conditions, please sign and date the Access Permit form on the line marked "PERMITTEE". Your signature confirms your agreement to all the listed Terms and Conditions. - Provide a check or money order made out to the jurisdiction named on the next line for the amount due. Colorado Department of Transportation $ 100.00 Make check or money order payable to Amount Due - Return all copies and attachments of the Access Permit along with your payment back to the Colorado Department of Transportation at the address noted below. The Department will process and return to you a validated (signed and recorded) copy of your State Highway Access Permit. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this permit Void. You must obtain a Notice to Proceed. DO NOT begin any work within the State Right-of-Way without a validated Access Permit and Notice to Proceed. Use of this permit without Transportation Department's validation shall be considered a violation of State Law. If you have any questions, please call: Brian Killian at 970-248-7293 Return Access Permit and attachments to: Region 3 Traffic Section 222 South 6th Street, Room 100 Grand Junction, CO 81501 The transmittal to you of the Access Permit form for your approval constitutes final action by the Colorado Department of Transportation pursuant to section 43-2-147 C. R. S., as amended. CDOT Form #122 11199 or STATE HIGHWAY ACCESS PERMIT 306161 August 22, 2006 Located on Highway 070 A near RP 175.00 Right Issued to Black Diamond Resorts, LLC TERMS AND CONDITIONS 1. This is a temporary access permit, it will expire 8-22-07. 2. This access is approved as constructed in accordance with Section 2.6(3) of the Access Code. 3. Construction work times for the permitted access listed above are limited to 7:00 am to 3:30 pm during the months that the Vail Ski Resort is not open. When the Vail Ski Resort becomes operational (slated for November 16, 2006) than construction work times will be limited to 9:00 am to 3:30 pm. 4. This temporary access is only for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based in part upon the information submitted by the Permittee. 5. The traffic limitations listed on the face of this permit shall be adhered to. The traffic volumes are listed in Design Hourly Volume (DHV) trips or Average Daily Trips (ADT) where entering the site and returning counts as two trips. 6. The Permittee is responsible for obtaining any necessary additional Federal, State and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. Permittee is also responsible for obtaining all necessary utility permits in addition to this access permit. 7. A Notice to Proceed, CDOT Form 1265, is required before beginning construction on the access or any activity within the highway Right-of-Way. To receive the Notice to Proceed the applicant shall submit a complete packet to CDOT with the following items: a) Traffic Control Plan in accordance with Section 2.4(6) of the Access Code. b) Certificate of Insurance Liability as per Section 2.3(11)(i) of the State Highway Access Code. 8. During access construction no construction personnel vehicles will be permitted to park in the state highway right-of-way. 9. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Department inspector. If mud is an obvious condition during site construction, it is recommended that the contractor build a Stabilized Construction Entrance or Scrubber Pad at the intended construction access to aid in the removal of mud and debris from vehicle tires. The details of the Stabilized Construction Entrance is found in the M & S Standards Plan No. M-208-1. 10. A fully executed complete copy of this permit and the Notice to Proceed must be on the job site with the contractor at all times during the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 11. No work will be allowed at night, Saturdays, Sundays and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. V •2 - COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT 306161 State Highway No/Mp/Side 070A/ 176.000/R 'ermit fee Date of transmittal Region/Section/Patrol Local Jurisdiction 100.00 08/22/2006 03/02/19 Vail -opy Distribution: The Permittee(s); Applicant; Ref No. 06-160 Douglas Hipskind James NcNeal Black Diamond Resorts - Vail, LLC Alpine Engineering, Inc 50 South 6th Street, Suite 1480 PO Box 4603 Minneapolis, MN 55402 Frisco, CO 80443 612-313-0123 970-453-6064 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: This access is approximately 285 feet west of Vail Rd. Access to Provide Service to: Temporary Construction Access 12 DHV 100.00% Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. * This Temporary Permit expires on 08/22/2007. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By Date Title (X) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Jim Pitkin with the Colorado Department of Transportation in Gypsum at 970-524-0627 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. • e (x, ~ Date 101. ob This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION By Date (of issue) Title (X) Required: Make copies as necessary for: Previous editions are obsolete and may not be used 1.Region Local Authority Inspector CDOT Form #101 8/98 2.Applicant MTCE Patrol Traffic Engineer 3.Staff Access Section STATE OF COLORADO DEPARTMENT OF TRANSPORTATION Traffic & Safety Section O~* 222 South a Street, Room 100 Grand Junction, Colorado 81501 (970) 248-7230 October 24, 2006 S James McNeal Alpine Engineering PO Box 4603 Frisco, CO 80443 RE: State Highway Access Permit No. 306161, Application No. 06-160 Located on Highway 070 A, Milepost 176.00 R, in Eagle County Dear Applicant: RECEIVED OCT3120% I'm Layton Companle. The Colorado Department of Transportation (CDOT) has received your signed permit and application fee for the project referenced above. I have signed and issued the enclosed permit. The next step in the access permitting process is for you (the Applicant) to obtain a Notice to Proceed (NTP). Failure to obtain an approved Notice to Proceed prior to any construction will be a violation of the State Highway Access Code (2 CCR 601-1,"the Code") § 2.4. Notice to Proceed Information Well in advance of construction, the Applicant shall request a NTP in writing along with submitting other items, such as construction drawings, specifications, and other required documents to CDOT. The Applicant must submit a complete packet of this information to CDOT with their written request. If the Applicant chooses not to request the NTP, the permit expires pursuant to subsection 2.3(11)(d). CDOT has seven days to determine if the NTP submittal is complete for review and then notify the applicant of any deficiencies. If complete, CDOT will review and comment on the submitted information within 30 days. If CDOT determines the information is unacceptable, missing, or in need of correction, the Applicant shall correct their submittal and resubmit the complete request for NTP. Once resubmitted, CDOT will review the revised NTP documents within 10 days. If the revised documents are satisfactory, CDOT will issue a NTP. If further corrections are necessary, the cycle of submittal, review and comments will repeat itself until approval is granted and the NTP is issued. The request for NTP shall include the following documents, along with any other items specified in the Terms and Conditions of your permit: 1) Insurance Liability Certification The Applicant or contractor shall be required to provide a comprehensive general liability and property damage insurance naming CDOT as an additional insured party, in the amounts of not less than $600,000 per occurrence and automobile liability insurance of $600,000 combined single limit bodily injury and property damage for each accident, during the period of access construction. 2) Traffic Control Plan The traffic control plan must be: A. Consistent with CDOT Standard Plans Manual for Maintenance and Signing B. Consistent with the MUTCD C. Prepared by individual with American Traffic Safety Services Association (ATSSA) or Colorado Contractors Association certification - or sealed (stamped) by a Colorado registered professional engineer D. Acceptable to CDOT prior to any construction within the right-of-way E. Presented in a manner that provides a method of handling traffic (MHT) for each different phase of construction. The MHT will describe proposed construction phasing and will include dimensioned diagrams of work zone elements. The final traffic control plan must be submitted a minimum of three working days in advance of construction. Such plans may be revised as necessary with CDOT concurrence. Please feel free to contact with any questions you might have. Respectfully, C2- awl~ Dan Roussin Region 3 Permit Unit Manager Cc: file permittee Enclosure 0 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT CDOT Permit No. 306161 Stale Highway No/Mp/Side 070A/176.000/R Permit fee Date of transmittal Region/Section/Patrol Local Jurisdiction 100.00 08/22/2006 03/02/19 Vail rd The Permittee(s); Applicant; Ref No. 06-160 Douglas Hipskind James NcNeal Black Diamond Resorts - Vail, LLC Alpine Engineering, Inc 50 South 6th Street, Suite 1480 PO Box 4603 Minneapolis, MN 55402 Frisco, CO 80443 612-313-0123 970-453-6064 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: This access is approximately 285 feet west of Vail Rd. Access to Provide Service to: Temporary Construction Access 12 DNV 100.00% Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. * This Temporary Permit expires on 08/22/2007. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By Date Title (X) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Jim Pitkin with the Colorado Department of Transportation in Gypsum at 970-524-0627 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. . e _ Date 6 l (X) 18 0 p This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMEN OF TRANSPORTATION By Dale (of issue Title (X) i •L / u Copy Distribution: ' Required: Make copies as necessary for Previous emtions are oosoiece an ay not ox -u 1.Region Local Authority Inspector CD F04 #101 8198 2.Applicanl MTCE Patrol Traffic Engineer 3.Staff Access Section A STATE HIGHWAY ACCESS PERMIT 306161 August 22, 2006 Located on Highway 070 A near RP 175.00 Right Issued to Black Diamond Resorts, LLC TERMS AND CONDITIONS 1. This is a temporary access permit, it will expire 8-22-07. 2. This access is approved as constructed in accordance with Section 2.6(3) of the Access Code. 3. Construction work times for the permitted access listed above are limited to 7:00 am to 3:30 pm during the months that the Vail Ski Resort is not open. When the Vail Ski Resort becomes operational (slated for November 16, 2006) than construction work times will be limited to 9:00 am to 3:30 pm. 4. This temporary access is only for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based in part upon the information submitted by the Permittee. 5. The traffic limitations listed on the face of this permit shall be adhered to. The traffic volumes are listed in Design Hourly Volume (DHV) trips or Average Daily Trips (ADT) where entering the site and returning counts as two trips. 6. The Permittee is responsible for obtaining any necessary additional Federal, State and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. Permittee is also responsible for obtaining all necessary utility permits in addition to this access permit. Ap 7. A Notice to Proceed, CDOT Form 1265, is required before beginning construction on the access or any activity within the highway Right-of-Way. To receive the Notice to Proceed the applicant shall submit a complete packet to CDOT with the following items: a) Traffic Control Plan in accordance with Section 2.4(6) of the Access Code. b) Certificate of Insurance Liability as per Section 2.3(11)(i) of the State Highway Access Code. 8. During access construction no construction personnel vehicles will be permitted to park in the state highway right-of-way. 9. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Department inspector. If mud is an obvious condition during site construction, it is recommended that the contractor build a Stabilized Construction Entrance or Scrubber Pad at the intended construction access to aid in the removal of mud and debris from vehicle tires. The details of the Stabilized Construction Entrance is found in the M & S Standards Plan No. M-208-1. 10. A fully executed complete copy of this permit and the Notice to Proceed must be on the job site with the contractor at all times during the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 11. No work will be allowed at night, Saturdays, Sundays and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. w -2- COLORADO DEPARTMENT OF TRANSPORTATION Issuing authority application STATE HIGHWAY ACCESS PERMIT APPLICATION acceptance date: 1__q Instructions: Contact the Colorado Department of Transportation (CDOT) or your local government to determine your issuing authority. Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. Complete this form (some questions may not apply to you) and attach all necessary documents and Submit it to the issuing authority. Please print Submit an application for each access affected, or type - If you have any questions contact the issuing authority, - For additional information see CDOT's Access Management website at http;Rwww dot state co us/AccessPerm!ts/index,htm erty owner (Permittee) 1) Prop 2) Agent for pe~ttee (if different from property owner) r 4 O/1~ EtIOC 'r z Street address rp t h il~ ~ Mailing add ss f; 0, X03 rPho City, state & zip ne # 2 1: City, state & zip Phone (required) SCD 07 / - o z 01 hea o &12) ~ E-mail address E-m I ddrpssiravaila e G,l~v~/G~ G 5 ~ 3) Address of property to be seram it (required) ~~/L ,4) Legal description of property: If within juris ctional limits of Municipality, city and/or County, which one? subdivision /f block to section township ran 1/Oz/ 1F'Z 11 I TL l/ L a r y~ou requesti acc~es/s from? 5) What State Hiigghwwayy }e Z-Y' % r C 6) What side of the hay? E] N 0 E DW e post? 7) How many feet is the proposed access from the nearest mil How many feet is the propose access from the nearest cross scree . feet ❑ N ❑ S E ❑W) froml'! _I_ feet pN 0 S []E W) from:__ -Z__ 8) What is the approximate date you intend to begin cons uction? # 51 Zook 11 Check here if you are requesting a: .1 J new access temporary access (duration anticipated: 11W.S• t ) ❑improvement to existing access removal of access relocation of an existing access (provide detail) I ] change in acres use F-1 E:1 10) Provide existing property use I lAc4417- - F44 -44 re 61'1.e 47e,~~7_ 11) Do you have know) dge of any State Highway access permits serving this property, or adjacent properties in which you have a property interest? permit date: and/or , Ono es, if yes - what are the permit number(s) and provide copies: ~ !Z S ~ ~ ; r~rti, j l © Zo SP~c~~c u~~ / 0 1!3o ( 3 1 21 12) Does the property owner own or have any interests in any act cent property? KXno yes, if yes - please describe: r 13) Are there other exls ng or dedicated public streets, roads, highways or access easements bordering or within the property? Q no [yes, if yes - list them on your n and indic the proposed and existing access points. pi L cccess - how many acres will the access serve? a 14) If you are requesting agricultural fielld A ' 15) If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. square footage business square footage business/land use / Y 16) If you are requesting residential developement access, what is the type (single family, apartment, townhouse) and number of units? type number of units type number of units Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then returning is two counts. i irate if your counts are R of passenger cad light trucks at peak hour volumes n of multi unit trucks a; eak hour volumes ;peak hour volumes or Qaverage daily volumes. ' o single unit vehicles in excess of 30 ft. = of farm vehicles (field epuipment) Total count of all vehicles Previous editions are obsolete and may not be used Paoe 1 of 2 CDOT Form #137 12104 18) Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Property map indicating other access, bordering roads and streets. e) Subdivision, zoning, or development plan, b) Highway and driveway plan profile. f) Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and after h) Traffic studies. development in and along the right-of-way. i) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage http://www.dot.state.co.us/environmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSI/ISEA 107-1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: <http-.//www.dot.state.co.us/DesicinSupport/>, then click on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. i understand receipt of an access permit does not constitute permission to start access construction work. A plicant's signature < Print name Date f the applicant is not the owner of the property, we require this application also to be signed by the property owner or heir legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Property owner signature Print name Date I1 C~ It U Previous editions are obsolete and may not be used Page 2 of 2 CDOT Form #137 12/04 N f ■ Copy ribution: r!. COLORADO DEPARTMENT OF TRANSPORTATION CDOT Permit No. STATE HIGHWAY ACCESS PERMIT 303143 State Highway No/Mp/Side 070A/176.000/R Permit fee Date of transmittal Region/Section/Patrol Local Jurisdiction 300.00 10/07/2003 03/02/20 Eagle County The Permittee(s); Applicant; Ref No. 03-048 Doramar Hotels Inc. Nicollet Island Development Co. 4849 Bannock Street 821 Marquette Ave South, Suite 600 Denver, CO 80216 Minneapolis, MN 55402 303-298-1496 612-332-1500 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms; conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: Located on the south side of I-70 Frontage, a distance of 350 west of Vail Road. Access to Provide Service to: Resort Hotel 64 DHV 74.00 % High-Rise Residential Condo/Townhouse 13 DHV 15.00 % Health Club 9 DHV 11.00 % • ~,~ro678~a7 Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. y; ~ V7Y G4S V MUNICIPALITY OR COUNTY APPROVAL Re uired onl wh th i t l l th it ' t i q y en e appropr a e oca au or y re a ns issuing authority. By Date Title C L= (x) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. I The permittee':shall notify Clark Bacialli.with the Colorado Depart'meni of Transept ation in bo d Junction at 970- ~ 84'5-7347 at least 48 hours :prior to commencing con str..uction`within the:State Highway right of-way. The person signing as the permittee must be the own r or legal representative of the property served by the permitted access and have full authority to 7 t the permit and its t conditions. Permi Da 00 i lh 1 cu~ TfiiS'permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION By ;i Date (of issue) C -2,J 0 3 Title (x) Access Manager Required: Make copies as necessaryfor: Previous editions are obsolete and may not be used 1.Region Local Authority Inspector CDOT Form ",101 B/98 2.Applicant MTCE Patrol Traffic Engineer 3. Staff Access Section r COLORADO DEPARTMENT OF TRANSPORTATION CDOT Permit No. S1 ATE HIGHWAY ACCESS PERMIT 303208 State Highway No/Mp/Side 070A/I75.980/R Permit fee Date of transmittal Q~ Region/Section/Patrol Local Jurisdiction 300.00 10/07/2003 03/02/20 Eagle County The Permittee(s); Applicant; Ref No. 03-208 Doramar Hotels Inc. Nicollet Island Development Co. 4849 Bannock Street 821 Marquette Ave South, Suite 600 Denver, CO 80216 Minneapolis, MN 55402 303-298-1496 612-332-1500 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: Located on the south side of I-70 Frontage, a distance of 460 west of Vail Road. Access to Provide Service to: Warehousing (Loading Dock) 10 DE IV 100.00 % J,V`J j~f 10 Y.. Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. I~: ~ rst MUNICIPALITY OR COUNTY APPROVAL d l R i h th t i l l re on y w equ en e appropr a e oca authority retains issuing authority. By Date Title _ G y ~~y, vv (X) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished withiw45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permitted shall notify Mark B.aciaili with the Colorado Departmentof Trahsportation in Dowd Junction at 970- 845-7347 at least 48 hours prior io comm,encing,constructto.n within the state Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions e Date This permit is not valid until signed by a duly authorized representative of the Department. Cc OLO O DEP TMENT O TRANSPORTATION By Date (of issue) Title (X) p~r Access Manager Copy p(p&ibution: equired: Make copies as nec_essary:foc 1.Region Local Authority' Inspector 2.Applicant MTCE Patrol . Traffic Engineer -Staff Access section Previous editions are obsolete and may not be used CDOT Form #101 BI98 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT CDOT Permit No. 303144 State Highway No/Mp/Side 070A/176.010/R Permit fee Date of transmittal. Region/Section/Patrol Local Jurisdiction 300.00 10/07/2003 03/02/20 Eagle County ra:q The Permittee(s); Applicant; Ref No. 03-049 Doramar Hotels, Inc. Nicollet Island Development Co. 4849 Bannock Street 821 Marquette Ave South, Ste 600 Denver, CO 80216 Minneapolis, MN 55402 303-298-1496 612-332-1500 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: Located on the south side of I-70 Frontage, a distance of 285 feet west of Vail Road. Access to Provide Service to: Resort Hotel 57 DHV 76.00 % High-Rise Residential Condo/Townhouse 12 DHV .16.00 % Health Club 6 DHV 8. / / t" Other terms and conditions: rj I F, ~ * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. NO GC ' t\I ts" 1 #~Q MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By Date Title (X) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. Ail construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to I being used. Th.b.permittee shall notify :Mark Baclalli W- ith the Colorado Department of Transportation-in Dowd Junction at 970- 845=,-7347 at least 4:8 hours prior to commenct:ng.const&uctlon'within the'State Highway right=of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full. authority to accept the per ms a conditions. P 'tte - Dajt (X) tic 2_ .a { og f'~5 This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION .By Date issue) Title (X) 3 Z~~ Access Manager Copy istribution: ea: Make copies as necessary for: Previous editions are obsolete and may not be used 1.Region Local Authority Inspector 'CDOT Farm #101 8/98 2.Applicant MTCE Patrol Traffic Engineer -Staff Access Section EAGLE COUNTY. CO 200702943 TEPe J SVICNTON p9s: 2E 25:2E:31Ft9 AEC: $126.00 DOC: E 02/02/2007 O RECORDING REQUESTED BY AND WHEN RECORDED, MAIL TO: Black Diamond Resorts - Vail LLC c/o Capital Real Estate, Inc. 50 South Sixth Street, Suite 1480 Minneapolis. Minnesota 55402 Attention: Manager EASEMENT AGREEMENT as i 1k This EASEMENT AGREEMENT ("Agreement") is made effective as of this ~ day of January 2007, by and between Vail Development, LLC, a Delaware limited liability company ("Vail Development") and Black Diamond Resorts - Vail LLC, a Delaware limited liability company (together, "Black Diamond") and Scorpio Condominium Association, a Colorado nonprofit corporation (hereinafter referred to as the "Association"). RECITALS WHEREAS, Vail Development currently owns and intends to convey to Black Diamond, certain real property located in the Town of Vail, County of Eagle, State of Colorado (the "Black Diamond Property") as more particularly described on Exhibit A hereto, on which Black Diamond intends to develop a hotel and resort complex (the "Resort"). WHEREAS, the Association manages the common elements on behalf of the unit owners pursuant to the Scorpio Condominium Declaration and has the authority to grant easements for use of the common elements of the Scorpio Condominium The Scorpio Condominium is located in the Town of Vail, County of Eagle, State of Colorado, as more particularly described on Exhibit B attached hereto, with improvements including, but not limited to, a condominium building (the common elements and all improvements shall hereinafter be referred to as the "Scorpio Property"). WHEREAS, Black Diamond desires to acquire from the Association and the Association is willing to grant to Black Diamond, the easements more particularly described herein, in accordance with the terms, conditions and provisions contained herein. WHEREAS, the Association desires to acquire from Black Diamond, and Black Diamond is willing to grant to the Association, the easements more particularly described herein, in accordance with the terms, conditions and provisions contained herein. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Easements Granted by Association. The Association hereby grants to Black Diamond and its successors and assigns, the following easements (collectively, the "Easements") upon the terms and conditions herein described: _ DMWEST #6451901 02 J 1.1 Rock Wall Easement. (a) Temporary North Easement for Rock Wall and Sidewalk Construction. A temporary, non-exclusive easement (the "Temporary North Easement") over, across, under and upon the northerly ten (10) feet of the Scorpio Property (the. "Temporary North Easement Area"), as generally depicted on Exhibit C hereto, for the construction of a rock wall sidewalk and a drainage system consisting of a drain (or drain tile), all contained within the Town of Vail Frontage Road right-of-way (collectively, the "Rock Wall"). The Rock Wall shall be constructed and installed by Black Diamond, at its sole cost, expense and risk, and be of the design and of the materials approved by the Town of Vail as a part of certain streetscape and sidewalk improvements required by the Town of Vail to be made to the Frontage Road right-of-way. The Association acknowledges and agrees that the installation of the Rock Wall will require a permanent change to the grades on the Scorpio Property in the northeast portion of the Temporary North Easement Area. The drain (or drain file system) installed north of the Rock Wall shall direct runoff from the area between the sidewalk and the Rock Wall away from the Scorpio Property and into an underground drainage system. Black Diamond's work in the Temporary North Easement Area shall be conducted in such a manner so as to not damage any trees within the Temporary North Easement Area. In the unlikely event that any trees are damaged, Black Diamond shall replace such trees at its cost and expense. (b) Town of Vail. After installation and inspection, the Rock Wall shall be accepted by the Town of Vail from Black Diamond in accordance with the terms of the memorandum of understanding between Black Diamond and the Town of Vail and thereafter, the Town of Vail shall bear any and all cost and expense (without right to indemnification or contribution from the Association) related, directly or indirectly to the maintenance, repair and replacement of the Rock Wall. Until the Town of Vail accepts the Rock Wall, Black Diamond shall bear any and all cost and expense related directly or indirectly to maintenance, repair or replacement of the Rock Wall. 1.2 Shoring Easement. (a) Casement. A below ground easement (the "Shoring Easement") located within the easterly fourteen (14) feet of the Scorpio Property at a depth equal to or greater than nine (9) feet below the elevation of the Scorpio condominium building slab and three (3) feet below ground elevation of all Scorpio Property outside of the footprint of the condominium building (the "Shoring Easement Area"), as generally depicted on Exhibit D hereto, to permit the installation and existence of soil nails ("Soil Nails"). The Soil Nails shall be placed below the Scorpio Property and designed and installed pursuant to plans and specifications described in Exhibit E hereto and incorporated by this reference (the "Plans") previously reviewed by the DMWEST #645190102 2 Association and by AI\IEC Earth and Environmental, Inc., the Association's consulting engineer ("AIMEU). (b) Black Diamond's Shoring Easement Covenants. (i) Black Diamond has caused its engineers, contractors and subcontractors to prepare Plans that are good and sufficient for the safe execution of all work to be undertaken in the Shoring Easement Area; (ii) Black Diamond shall cause all of its engineers, contractors and subcontractors to complete the work within the Shoring Easement Area in compliance with the Plans and in a safe and workmanlike manner; (iii) Black Diamond shall not make any material change(s) in the Plans or the work to be completed pursuant to the Plans without first providing prior notice of any such change and a copy of the revised Plans, if any, to the Association; (iv) Black Diamond shall instruct its general contractor to allow access onto the Black Diamond Property to representatives of the Association to observe the progress of work in the Shoring Easement Area. All access by Association representatives will be coordinated through Black Diamond's on-site representatives; and (v) Black Diamond shall install the Soil Nails in such a manner so as to not damage the Association's surface parking lot or improvements on the Scorpio Property. Black Diamond shall restore any damaged area of the surface parking lot or the improvements to the same or better condition that existed prior to installation of the Soil Nails. (c) Termination of Shoring Easement Black Diamond's right to install Soil Nails in the Shoring Easement shall terminate upon completion of the Resort or after December 31, 2009, whichever first occurs. The Association acknowledges that the Soil Nails will remain in the Shoring Easement Area unless removed by the Association. At any time after December 31, 2009, the Association may remove (at its sole cost and expense) any Soil Nails without terminating or limiting Black Diamond's indemnity obligations under this Agreement. 1.3 Temporal East Easement. A temporary, exclusive easement (the "Temporary East Easement") over, under, across and upon the easterly six (6) feet of the Scorpio Property (the "Temporary East Easement Area"), as generally depicted on Exhibit F hereto, for: (1) the installation of a sidewalk and related improvements wholly within the Black Diamond Property; (2) the replacement of the existing grate drain on the east end of the parking lot on the Scorpio Property with an DMWEST #6451901 v12 3 r `A. underground drain wholly contained within the Scorpio Property; and (3) the installation of curb -and gutter improvements to divert surface drainage waters from the Scorpio Property into the new underground drain wholly contained within the Scorpio Property. The drain, curb and gutter improvements shall be designed to Town of Vail Standards. Black Diamond's work in the Temporary East Easement Area shall be conducted in such a manner so as to not damage or effect the operation of the Association's electric transformer located therein. The Temporary East Easement shall terminate upon the earlier of written notice of Black Diamond, or its successor or assigns, that the Temporary East Easement is no longer required or upon completion of the sidewalk and related improvements and recordation of an easement to the Town of Vail for the sidewalk and related improvements. 1.4 Reasonable Use of Easements. The easement rights granted pursuant to this Agreement shall include the reasonable right of access through the Scorpio Property required to access the Easements when no other access is reasonably available, and shall at all times be exercised in such a manner as to not materially interfere with or obstruct the use of the Scorpio Property. No public access to and from adjacent rights-of-way shall be permitted by this right of access. The Association reserves the full right to undisturbed ownership, use and occupancy of the Scorpio Property, including the easement areas granted herein insofar as said ownership, use and occupancy are consistent with and do not impair the limited rights granted to Black Diamond herein. O 1.5 Construction; Repair and Restoration Activities. The construction, installation, replacement and repair work contemplated by Sections 1.1, 1.2 and 1.3 hereof shall be performed by Black Diamond and its agents, contractors, successors and assigns at the sole cost, expense and risk of Black Diamond (or its successors and assigns) and: (i) once commenced, shall be performed continuously and diligently to minimize the duration of the work; (ii) shall be lien-free; and (iii) shall be conducted in compliance with all applicable town, county, state or federal building or other regulatory requirements and shall be performed within any daily work hours and noise requirements set by the Town of Vail. Black Diamond shall provide to the Association a proposed schedule for all work and Black Diamond shall provide reasonable advance notice of its scheduled entries onto the Scorpio Property to perform all or any part of the work. Black Diamond shall restore and revegetate any areas of the Scorpio Property that are damaged as a result of the work to the same or better condition that existed prior to Black Diamond's use of the Easements at Black Diamond's sole expense within thirty (30) days of completion of the portion of the work conducted on the Scorpio Property, season permitting. 1.6 Unauthorized Entry Damages. Black Diamond, its contractors or agents shall immediately cease any activity on the Scorpio Property not contemplated by the Easements granted by this Agreement upon oral or written notice from the Association or its agent. Such activity shall be deemed an unauthorized entry and if such activity continues for more than one (1) business day after written notice from the Association to Black Diamond, such activity shall then be a trespass and Black Diamond shall be liable to the Association for the sum of Five Thousand Dollars QMWEST #645190102 4 /A- ($5,000.00) as trespass damages plus Five Hundred Dollars ($500.00) per diem for each day that such trespass violations continue. 1.7 Storage of Equipment / Debris. Black Diamond shall not place or store any materials, vehicles, equipment or debris on the Scorpio Property at any time except in connection with staging for or prosecution of work in the Easements. No debris shall be placed or stored on the Scorpio Property at any time. 1.8 Easement Payment. Within thirty (30) days of the date of execution of this Agreement, but in any event prior to any entry by Black Diamond onto the Scorpio Property for the commencement of any work, Black Diamond shall pay the Association the sum of Two Hundred Fifty Thousand Dollars ($250,000.00) in Good Funds as defined by Colorado statutes as compensation for the Shoring Easement. There is no compensation payable for the Temporary North Easement and the Temporary East Easement. 2. Rights and Easements Granted By Black Diamond. 2.1 Scorpio Shoring Easement. In consideration of the grants to Black Diamond herein and the cost of removal of the Soil Nails, Black Diamond grants to the Association, effective upon completion of the Resort, a temporary non-exclusive below ground easement located within the westerly twenty-four (24) feet of the Black Diamond Property at a depth equal to or greater than nine (9) feet below the elevation 0►- of any vertical improvements, which vertical improvements are specifically defined to include the electric transformers in the Northwest comer of the Black Diamond Property, constructed on the Black Diamond Property and three (3) feet below ground elevation of all Black Diamond Property outside the footprint of any vertical improvements (the "Scorpio Shoring Easement Area"), to permit construction, installation and existence of soil nails below the foundation of any improvements or structures under which such soil nails will be driven. The soil nails shall not be attached to or designed as part of a permanent foundation structure. The soil nails shall be designed and installed pursuant to plans and specifications that shall be approved by Black Diamond or its successors and assigns in advance of construction (which consent shall not be unreasonably withheld, conditioned or delayed). The soil nails may (or at the request of Black Diamond, shall) remain in place upon completion of construction of such building improvements. The Association will undertake the same or similar precautions undertaken by Black Diamond in this Agreement to protect the Black Diamond Property. 2.2 Easement Payment Prior to any entry by the Association onto the Black Diamond Property for the commencement of any work in the Scorpio Shoring Easement Area, the Association shall pay Black Diamond Fifty Thousand and no/100 Dollars ($50,000) in good funds as defined by the Colorado statutes as compensation for the grants contained herein and the cost of removal of the Soil Nails. 2.3 Termination of Scorpio Shoring Easement. Upon completion of any improvements on the Scorpio Property in connection with which the Association DMWEST #645190102 5 , utilizes the Scorpio Shoring Easement to install soils nails urithin the Scorpio Shoring Easement Area, the Association agrees that Black Diamond or its successors and assigns, may elect, in its sole discretion, to terminate all right, title and interest of the Association in the Scorpio Shoring Easement Area. Any time after completion of such improvements, Black Diamond may remove (at its sole cost and expense) any soils nails without terminating or limiting the Association's indemnity obligations under this Agreement. 3. Covenants. 3.1 Indemnity. The parties hereto agree to indemnify and hold the other harmless from and against any and all loss, claims, loss of use, damages, demands, causes of action, liabilities and costs (including reasonable attorneys' fees and litigation expenses, whether an action is commenced or not) arising from or caused by the acts of such parties, their respective successors and assigns, or their employees, agents, contractors, subcontractors or materialmen in performance of any work contemplated by this Agreement and the use of the Easements. 3.2 Reimbursement. Black Diamond has previously reimbursed the Association Thirty-Five Thousand and no/100 Dollars ($35,000) and paid directly to ANIEC an additional One Thousand Twelve and 501100 Dollars ($1,012.50) for certain costs incurred by the Association with respect to its evaluation of the Easements granted hereby and the work to be undertaken within the Easements. P" Black Diamond shall reimburse the Association an additional Forty-Five Thousand and no/100 Dollars ($45,000) for additional costs incurred in such evaluation. Such reimbursement shall be paid to the Association contemporaneously with the Easement Payment required by Section 1.8 of this Agreement. If, after the date of this Agreement, in connection with any changes in the work contemplated by this Agreement, the Association believes that it needs to obtain the professional opinion of engineering consultants to evaluate the changes, Black Diamond will reimburse the Association for the cost of such engineering consultants so long as: (i) the Association gives Black Diamond prior written notice of its intent to retain the engineering consultants; and (ii) the Association provides to Black Diamond a not-to- exceed budget for the engineering consultant's work, reasonably acceptable to Black Diamond. In addition to any reimbursement pursuant to the preceding sentence, to reimburse the Association for costs incurred in the administration of this Agreement and monitoring of the changes in work contemplated in the Shoring Easement, Black Diamond will pay to the Association an amount not to exceed Fifteen Thousand and no/100 Dollars ($15,000). Except as specifically provided in the two preceding sentences, Black Diamond shall have no further reimbursement obligations under this Agreement. 3.3 Further Actions. If significant movement (defined as one quarter inch or more in any plane or direction) of the Scorpio building is detected, then Black Diamond shall cause its contractors to take appropriate remedial action to limit subsequent movement or deflection. DMWEST #6451901 v12 6 /ice ~r 4. Black Diamond Warranties and Representations. Black Diamond warrants and represents as follows: 4.1 Liability Insurance. Black Diamond shall provide a copy of its general liability insurance policy with all endorsements to the Association when received by Black Diamond and, in any event, prior to commencing any work within the Easements. The general contractor and all subcontractors performing any work in the Easements shall be enrolled to participate in Black Diamond's general liability insurance policy. Black Diamond shall provide independent certification of enrollment of the subcontractors performing excavation, dewatering, shoring and foundation work prior to commencement of work by such contractors. The policy shall provide for 30 days' notice of cancellation. The policy shall be written on the sample or specimen forms of general liability insurance policies previously provided to the Association and shall have no exclusions for soils conditions. Prior to commencement of work in the Easements, Black Diamond shall provide the Association with a certification issued by Black Diamond's insurance broker confirming that the entire premium for the term of the policy has been paid. 4.2 Government Approvals. Black Diamond has or shall have obtained all required permits and approvals from the Town of Vail and other governmental authorities having jurisdiction for all activities which Black Diamond intends to perform upon the Scorpio Property and for its excavation and shoring on the Black Diamond Property. The grant of the easements in this Agreement by the Association is contingent upon final approval of these activities and these conveyances by the Town of Vail and other governmental authorities having jurisdiction. By commencing any activity upon the Scorpio Property, Black Diamond represents and warrants to the Association that it has obtained all such permits and approvals. 4.3 Compliance with Dewatering Plans. Black Diamond shall instruct its contractors to conduct all dewatering activities on the Black Diamond Property in accordance with: (i) the Amended Plan dated January 26, 2007, submitted to and approved by the Town of Vail; and (ii) in compliance with all requirements of the permits issued by the Town of Vail. The Association shall have the right to review the Rossum Sand Tester logs maintained by Black Diamond or its agents on the construction site. 4.4 Insurance Certificate. Attached hereto as Exhibit G is a Certificate of Insurance specifying the term, coverages, policy amounts and notice of cancellation requirement that will be maintained for the entire term of the policy. DMWEST #645190102 7 5. No Rights in Public: No Implied Easements. Nothing contained herein shall be construed as creating any rights in the general public or as dedicating for public use any portion of the Easement Areas, the Scorpio Property or the Black Diamond Property. No easements, except those expressly set forth in Sections I and 2 shall be implied by this Agreement. 6. Default; Expenses of Enforcement. 6.1 Events of Default. Any material violation of the provisions of this Agreement shall be deemed a default by Black Diamond of this Agreement (each an "Event of Default"). 6.2 Default. Each party hereto shall have the right to prosecute any proceedings at law or in equity against any defaulting party hereto, or any other person, violating or attempting to violate or defaulting upon any of the provisions contained in this Agreement, and to recover both equitable relief and monetary damages for any such violation or default. Such proceeding shall include the right to restrain by injunction any violation or threatened violation by another of any of the terms, covenants or conditions of this Agreement, and to obtain a decree to compel performance of any such terms, covenants, or conditions, it being agreed that the remedy at law for a breach of any such term, covenant, or condition (except those, if any, requiring the payment of a liquidated sum) is not adequate. All of the remedies permitted or available to a party under this Agreement or at law or in equity shall be cumulative and not alternative, and invocation of any such right or remedy shall not constitute a waiver or election of remedies with respect to any other permitted or available right or remedy. 6.3 Expense of Enforcement. If either party brings an action at law or in equity to enforce or interpret this Agreement, the prevailing party in such action shall be entitled to recover reasonable attorney's fees and court costs for all stages of litigation, including, but not limited to, demands and mediation efforts prior to commencement of any proceeding and appellate proceedings, in addition to any other remedy granted. 7. Miscellaneous. 7.1 Amendment. The parties agree that the provisions of this Agreement may be modified or amended, in whole or in part, or terminated, only by the written consent of the parties hereto (or the parties' successors and assigns). 7.2 No Waiver. No waiver of any of the provisions of this Agreement shall be deemed to constitute a waiver of any other provision herein, nor shall such waiver constitute a continuing waiver unless expressly agreed in writing, nor shall any waiver of any default hereunder be deemed a waiver of any subsequent default hereunder. No waiver of any default or any obligation by any party hereto shall be implied from any omission by the other party to take any action with respect to such - default. %AW DMWEST#6451901 A2 8 A 7.3 Covenants to Run writh Land. The easements, covenants, conditions, restrictions, rights and obligations set forth herein shall run with the land and create equitable servitudes in favor of the real property benefited thereby, shall bind every person having any fee, leasehold or other interest therein and shall inure to the benefit of the respective parties and their successors, assigns, heirs, and personal representatives. 7.4 Notices. Notices or other communication hereunder shall be in writing and shall be sent certified or registered mail, return receipt requested, or by other national overnight courier company, or personal delivery. Notice shall be deemed given upon receipt or refusal to accept delivery. Each party may change from time to time their respective address and/or telephone and fax numbers for notice hereunder by like notice to the other party. The notice addresses of the Association and Black Diamond are as follows: Association: Scorpio Condominium Association P. O. Box 1767 Avon, Colorado 81620 Attention: Association President Phone: (970) 926-3416/ Fax: (970) 926-4263 With a copy to: Bill Hardin 601 Wellesey Drive Houston, Texas 77024 Phone: (713) 252-1114/ Fax: (713) 476-5440 And to: Ronald I Snow, Esq. McGloin, Davenport, Severson & Snow P.C. 1600 Stout Street, Suite 1600 Denver, Colorado 80202-3103 Phone: (303) 863-9800/Fax: (303) 571-1600 E-mail: rons@ndsslaw.com Black Diamond: Vail Development, LLC and Black Diamond Resorts - Vail LLC 50 South Sixth Street, Suite 1480 Minneapolis, MN 55402 Attention: Manager Phone: (612) 313-2500 / Fax: (612) 313-0136 V DMWEST 46451901 v12 9 or With a copy to: Kathleen M. Martin, Esq. Malkerson Gilliland Martin LLP 220 South 6th Street, Suite 1900 Minneapolis, MN 55402 Phone: (612) 344-111I/Fax: (612) 344-141 And to: W. Michael Clowdus, Esq. Ballard Spahr Andrews & Ingersoll, LLP 1225 -17th Street, Suite 2300 Denver, Colorado 80202-5596 Phone: (303) 292-2400/Fax: (303) 296-3956 And to: Mike Culligan Senior Project Manager Layton Construction P.O. Box 2710 Vail, Colorado 81658-2710 Mark Reed Project Superintendent Layton Construction One Vail Road Vail, Colorado 81657 Phone: (970) 479-5389 . Fax: (970) 479-5916 7.5 Governing Law. The laws of the State of Colorado shall govern the interpretation, validity, performance, and enforcement of this Agreement. 7.6 Estoppel Certificates. Each party hereto, within twenty (20) days of its receipt of a written request from the other party, shall from time to time provide the requesting party a certificate binding upon such party stating: (a) to the best of such party's knowledge, whether any party to this Agreement is in default or violation of this Agreement and if so identifying such default or violation; and (b) that this Agreement is in full force and effect and identifying any amendments to the Agreement as of the date of such certificate. 7.7 Bankruptcy. In the event of any bankruptcy affecting any party, the parties agree that this Agreement shall, to the maximum extent permitted by law, be considered an agreement that runs with the land and that is not rej ectable, in whole or in part, by the bankrupt person or entity. 7.8 Counterparts. This Agreement may be executed in counterparts, all of which taken together shall constitute one and the same instrument. 7.9 Representations. Each of the parties hereto hereby represents and warrants to fine other party that they have the express authority-and power to enter DMWES7 #6451901 A2 10 L . AV" into this Agreement and to grant the Easements set forth herein. Further, the parties represent and warrant to the other party that the individuals executing this Agreement on behalf of said party have the unqualified authorization and authority to execute this Agreement and bind said party- to the express terms hereof. 7.10 Compliance with Laws. Black Diamond shall comply with and give notices required by any laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of any work or other activity on the Scorpio Property, including but not limited to the Town of Vail Building Code in effect at the time of construction. 7.11 Severability. In the event that any of the provisions of this Agreement are held to be invalid or unenforceable, in whole or in part, all other provisions will nevertheless continue to be valid and enforceable, with the invalid or unenforceable parts severed from the remainder of this Agreement. 7.12 Entire Agreement. Black Diamond and Association agree that there is no representation, warranty, collateral agreement or condition affecting this Agreement except for that certain Holy Cross Energy Underground Right of Way Easement dated September 20, 2006, that certain Indemnification and Reimbursement Agreement (undated), and that certain Reimbursement Agreement dated March 17, 2006. 7.13 Actions of the Association. Any action taken or agreement by the Association contained herein is solely the action of the Association and is not intended to bind any individual Scorpio Condominium unit owner or create any unit owner liability to Black Diamond or any other party. [Remainder of Page Intentionally Left Blank] .7 DMWEST #;6451901 v12 11 VV- Attachments: Exhibit A - Legal Description of Black Diamond Property Exhibit B - Legal Description of Scorpio Property Exhibit C - Depiction of Temporary North Easement Area and Permanent Rock Wall Footing Easement Area Exhibit D - Depiction of Shoring Easement Area Exhibit E - Association Approved Plans and Specifications for the Soil ?`Tails Exhibit F - Depiction of Temporary East Easement Area i xhibit G - Insurance Certificate H 118~ DMWEST #645190102 12 iA-- IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first written above. STATE OF MINNESOTA COUNTY OF HENNEPIN ss. "BLACK DIAMOND" BLACK DIAMOND RESORTS - VAIL LLC, a Delaware limited liability company Bv: z, ~ 'chard J. Haus r Its: President This instrument was acknowledged before me on SE), 2007, by Richard J. Hauser, the President of Black Diamond Resorts - Vail LLC, a Delaware limited liability company, on behalf of the limited liability company. Dated: / - 34- b 7- Notary Public CHARLOTTE hIARIA SCFIU NOTARY PUBLIC STATE OF MNNESOTA COMMISSION EXPIRES 011312012 WYM, STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) "VAIL DEVELOPMENT" VAIL DEVELOPMENT, LLC, a Delaware limited liability company l By: ` J_ Hauser, i o-Manager This instrument was acknowledged before me on .,444,s.c V So , 2007, by Richard J. Hauser, Co-Manager of Vail Development, LLC, a Delaw invited liability company. Dated: J- 30 - D 7 CHARLOTTE NIARIA SCHU NOTARY PUBLIC STATE OF MINNESOTA MY COMMISSION EXPIRES 011312012 Notary Public DMWEST #645190102 r l,Ir "ASSOCIATION" SCORPIO CONDOMINI IM ASSOCIATION By: ,f --f / F - its P/O-Jltt~ ~101 STATE OF COLORADO 4& ) -k- ss. COUNITY OF -E) ins t wtacknowledged before me 3l , 2007, by r 17 am the of Scorpio Condominium Assoc tion, a Colorado nonprofit corporation. Dated: 7 0,7 I9, a A 2~40 Notary Public *~tj as 7_ ~P~p N kF2~ MoT,q~lp :o °FCOl~ DMWEST #6451901 v12 14 LN/ EXHIBIT A LEGAL DESCRIPTION OF BLACK DIAMOND PROPERTY [~~j A part of Lots A. B and C of Amended Map of Sheet I of 2 of Vail Village, Second Filing, Eagle County, Colorado, being more particularly described as follows: Commencing at the Northeast corner of Section 7, Township 5 South, Range 80 West of the Sixth Principal Meridian; thence along the East line of the Northeast Quarter of the Northeast Quarter of said Section 7, and referring all bearings contained herein to said line, SO0°09'28"W, a distance of 39.20 feet thence departing said line N79°08'45"W, a distance of 25.44 feet to the Northeast corner of said Lot A and the Point of Beginning of the herein described parcel of land; thence along the East line of said Lot A and the West right-of way line of Vail Road (50' wide) SO0°09'28"W, a distance of 125.00 feet; thence continue along said line SO0°09'28"W, a distance of 29.15 feet to the Northeast corner of Condominium Map for the Holiday House as recorded in Book 229 at Page 936; thence along the North and West boundaries of said Condominium Map. The following five (5) courses and distances: 1) X73°4344"W, 156.13 feet; 2) S28°00'55"E, 67.00 feet; 3) S61 °59'05"W, 18.27 feet; 4) S28°00'55"E, 86.00 feet; 5) S74°12'22"W, 101.49 feet to intersect the North right-of-way line of West Meadow Drive (50' wide); thence along said right-of-way line the following two (2) courses and distances: 1) N67°34'08"W, 264.42 feet, 2) 58.51 feet along the arc of a curve to the left having a radius of 525.00', a central angle of 6°23'09" and a chord which bears X70°45'43"W, 58.48' to the Southwest corner of said Lot C; thence along the West line of said Lot C N10°51'15"E, a distance of 251.25 feet to the Northwest corner of said Lot C; thence along the North line of said Lot C S79°08'45"E, a distance of 300.00 feet to the Northeast comer a said Lot C and the Northwest comer of said Lot A; thence along the North line of said Lot A S79°08'45"E, a distance of 152.65 feet to the Point of Beginning. Containing 118765 square feet or 2.726 acres of land more or less- Bearings are based on State Plane Coordinates, Colorado Central Zone. DMWEST #6451901 02 A-1 fit J~ EXHIBIT B LEGAL DESCRIPTION OF SCORPIO PROPERTY Scorpio Condominiums, according to the Condominium Map recorded January 26, 1982 in Book 335 at Page 436 and as defined and described in the Condominium Declaration recorded January 26, 1982 in Book 335 at Page 440, County of Eagle, State of Colorado. F, L O DMWEST #6451901 v12 B-1 v_ EXHIBIT C DEPICTION OF TEMPORARY NORTH EASEMENT AREA AND PERMANENT ROCK WALL FOOTING EASEMENT AREA 1 ~i ti C N v a 7 N rn sD» n 0 n 'c n J w N d f a~Rl g~Q~oi v $tl,.o A to c +s i u My y~R fl r~ ~ LTV. Vag 3 l lab _ L.J. r- - DMWEST#6451901 v12 A r Al. t j o b 15 To J } f It ] „ ~ fi 2 ~ - f ] t t o I r A' F 1 ~ J t Ott . ~Y O li L 't t C-1 A EXHIBIT D DEPICTION OF SHORING EASEMENT AREA G^f-7lDll L 1371" fiKXL AM& EASE9WLqVT Is SCORPIO CONDOWNIJUS l n t,u CWUW be commenced mare Vn ten kaM the mte of the oert_,mtt- zho n h-- SHEET 2 OF 2 Z. \DWG\4-SERS0N5\Tff-esmLdwg J081 27990 a j~ tDW~tM 9JSMES COnEA P.C FCY'9J DMWEST #6451901 v12 D-1 ~ ' LI ! EXHIBIT E ASSOCIATION APPROVED PLANS AND SPECIFICATIONS ("PLANKS FOR THE SOIL NAILS The Plans consist of the Plans from Coggins & Sons, Inc., Job No. 5158, described as Earth Retention Four Seasons Hotel and Resort consisting of: 1. Caisson Drilling, Excavation Shoring, Tieback Anchors Plans dated August 28, 2006, Pages 4, 7 and 8 of which are reduced and attached to this Exhibit E as Sheets E-l, E-2 and E-3; and 2. The Structural Design Calculations Earth Retention System dated June 15, 2006 as supplemented by letters dated August 30, 2006, September 27, 2006 and October 16, 2006. 0 2J DMWEST #6451901 v12 E-1 VF 4 \ € J M'Q `f~ 0+"5 sLU~sa~ JNI - C£ S2 l.e Yd. n:.. iI ,=L T t. t3:IL• f. `SNOS 'R SN13000 = - ° ~x`=] 1 4 i 2 3 {s 2SS ~ L ~.a ~r;J1 O~ e ~ j r v z rr S F= ~ u c 6 iCs i~ ~a" O Ji Y i ~ 1 'ryi~-1 s ~ 56 f ! I! rya tl B 2 K C ~ ~ b Y w 75 M St Aa r of L Ll c ~T'1 4L L If e Z 1~ L - ~tp { FF Q J t $ L i ~J 1 4 OMWEST #6451901 02 E-2 s 4 --3c E Xy~ ~ Fl i' ~dtC `'jl G I J~ ~ ~A/ I :SK-S7a-.08 'X, iaa75-5?5-l::R i s~>x- r s r ssr aro: ' N I I i! ii riia f i ~ iS 4~ I • I f I ~ t~~ ;,t..g II ]tea :_~-(2. 1 ii e JOS ~R SN!J003 a i 1 6 r s 421!41 ; ~s Z N f x i { i t i 5y I ~ -s s F E ~ ~ c 1 's YN C ai Y 1 S ~ I~ o E i DMWEST#6451901 v12 E-3 ~j A n~ C DMWEST #6451901 v12 E4 EXHIBIT F DEPICTION OF TEMPORARY EAST EASEMENT AREA i EXHIBIT F 8' fiKjWAC3E EASiEAWENT g- E LOT D ""'o cn.oon" A33=A7d( W- ANDOW iua a SMM 1 Or L aEc'BPnw r -on" 0 I "i 279s0 ! NOTI~' w:xordinq m coloro~ l.c. p+ ,+n+st ~a.rv„r. ice ony Mega! octio.+ Isas.e upon arty hci 7n Us saAbtt rdh"r. t}Yp artar You f f4 d-.w such dc)eet. In "o ew t may WY bctian Gated Wa' any ° m the a &.bu be ooromercm rnve than tsn ,rear: ba.n fnc date of tM 'rYrtHi[.olion riorn hwean, fUi+M~S eu9xfS' PA tbx A • E7'MY~~ aalLR+00 61ilm • SHEET 2 OF 2 Z-\DWG\4-~~cSONS\6'const-uctlon-esmt.d.rg 1"_L~ is~a) v7sam rut i»o> nzc_y~na C DMWEST #5451961 vl2 F-1 VII/ EXHIBIT G LNTSURANCE CERTIFICATE i ACORQ CERTIFICATE OF LIABILI DATE orAmwYYYYI TY INSURANCE 1 01/25/2007 PROIUCER (303)824-66W FAX (303) 370-0118 Moody I nsurance Agency. I nc. 3773 Cherry Creek North Drive THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTFCATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 800 Denver, CO 80209-3804 WSURFRS AFFORDING COVERAGE NAIC 7Y uswmn Black Diamond Resorts- Vail, LLC wsu€RA LL ds of London C/O Capital Real Estate, Inc NSUER& Interstate Fire & Cas. Co. 50 South 6th Street, Suite1480 NsLIRERC Axis Surplus Ins Co. Minneapolis. MN 55402 wau+ D Lexington Ins. Co. NSLNiER E: THE POLICIES OF MURANCE LISTED BELOW HAVE BEEN ISSUED TC THE INSURED NAMEL) ABOVE FOR THE POLICY PERIOD IND4ATED- NOTIMHST. AADING ANY REOUIRFAENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE WAY RF ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE ?OUCIES DESCRIBED HEREIN S SUB.ECT TO ALL ITC TERM.., EXCLUSIONS AND CONDMONS OF SUCH POLICIES. AGGREGATE LWTS SH O MH MAY HAVE. BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NEMMER POLICY EPPECIAIE PYAICY t]RNIATfON LtMRs GENERAL LIABILITY 618/A61635013/013 12/20/2006 i 06i20/2009 `EAcHO ICE s 060 X COMMERCIAL GE1 I. - lO RENIED S CLAI"MADE aOCCUR 'MEDEXPVMm p-) S 5 O A X 150,000 SIR PERSOUnaWVr_uRr S 2.OD0, DO( GENERAL AG®ATE $ 2.000, DOC GEAi AGGlgQNTE LMNT APPLIES PER: PAOOJCM-C.OMPAPAGG S 2,000, POLICY X ~ laC - AU TOYOOMMLAZILITY AMAUfO I d CZAMNEDSIMMELMT sd.0) S ALLOLMED/LLROS SCHEDULED AUTOS BOOZY NR1AT (PS Pew) S i HREDAUTOS NOHFOLINED AUTOS BODILY NAIRY R' NNafftRj S PPOPERIY DNMIC' {PvaciDnq S GARAGE LIANILMY AUTO ONLY-EA ACCIDENT S R AlIYIM/l'O OTHER THAN EAACC 5 WrO ONLY: AGG 5 ERGES701LMBRFILAUABERY CD_ B PI-XlOOD624 12/20/2D06 06/20/20091 EACHoccuwl~Nue s 50,000,0012 X occm Q cLvm MADE CO. C SEE BELOW 12/20/2006 06/20/2008 AGsREGATE s 50,000,000 6 CO- D SEE BELOW 12JZC/2006 06/20/2009 S amucllBL=_ s RETENr1DN 5 I s - WORKERS COMPENSATION AND VIC STAILL Ot14 9APLOYERS' LL41OUTY Nom, r te/ EL EACH ACCIDENT S OTf'RE30CL.7DED7 EL DISEASE -EA_ EMPLOY" Z pROMSIONS AA- El D6EA5E-PDIUCY LIMIT S oTHCR DETCRriYIN DF O'ERATp)LS / LAGAI/OHS / YEMHCLES / P34U904VS AOO® 6T E'mDINSEAENTf SFECJAL PRONLS~NS e: New construction of one, modified fire resistive 10-story resort hotel and condominium located at e Vail Rd., Vail. CO 81657 econd Layer Excess Liability: Policy #ELU730184/01/2006 S10,o00,000 xs $5,000.000 Limit-Axis Company C Third Layer Excess Liability: Policy # 2014537 425,000,000 xs $25,000,000 Limit-Lexington Company D GERTiMATIE HOLDER CANCELLATION 2H0ULDANYGFtW^8O E M==0DPOLN`JES WECAAICIELLM EEFORETHE E0 RA-MM PATE THENEOF, TIIE 651RMG N. 41REft TTroA. 9hYXX*NM M _ 30 DAYS ENI TEN RDPCE TO i CERTIRCATT: ROLDEA MMIED TO THE LEFT, Scorpio Condominium Association 131 west Meadow Drive WC**Xd6d6XA(dfdflFd tii N XXXXXXXX Va I , CO 81657 ALTHORIZED REPRESENTATIVE Sandra Thomas, CIC/KELDAN ACORD 25 (2114119M CACORD CORPORATION 1888 4 DMWEST #6451901 v12 G-1 I IMPORTANT If the certificate holder is an ADDffIONAL INSURED, the poWes) melt be endorsed. A statement on Bus am sate does not confer rights to the certffirste holder in fieeu of such endorsement(s)- If SUBROGATION IS WAIVED, subject to the temts and conditions of the policy, certain polices may requdre an endorsement- A statemen or this certificate does not confer rights to the cerliFrate holder in lieu of such erdorsement(si. DISCLAIMER The Certificate of hiseaanrce on the reverse side of tha form does not constitute a contract between the issuing insurer(s), authorized representative or prodiav, and the certificate holder, rw does it affirmatively or negatWey amend. extend or after the coverage afforded by the policies listed therem r l AGORD 25- (21XIM) 5 DMWEST #6451901 v12 G- 2 E.?6LE COUNTY, CO ~bl7bC,~~b TEAK J SIf':CNTON 08r~grzees 23 Pgs: 1: 12 21 = SBPt1 REC- $56. 00 JOC: 5 1111111111` 11''l I RIGHT OF ENTRY AGREEMEIN'T AND GRANT OF TEMPORARY ENCROACI LENT EASEMENT THIS RIGHT OF ENTRY AGREEMENT AND GRANT OF TEMPORARY l ENCROACHMENT EASEMENT ("Agreement" or "Right of Entry") is made effective as of 5 6 Aub st a4 , 2006, by and between Black Diamond Resorts - Vail, LLC, a Delaware limited liability company and Vail Development, LLC, a Delaware limited liability company (collectively "Vail Development") and Alphorn Condominium Association, Inc., a Colorado non-profit corporation ("Association"). RECITALS: A. Vail Development intends to develop certain real property located in the Town of Vail, County of Eagle, State of Colorado having a street address of One Vail Road. Vail, Colorado 81657 and legally described in Exhibit A attached hereto (the "Hotel Property") as a hotel, condominium and resort complex pursuant to the Approved Development Plan for Special Development District No. 36, Four Seasons Resort (which, as hereafter amended or supplemented from time to time, is referred to as the "Approved Development Plan"), which has been approved by the Town of Vail as set forth in Town of Vail Ordinance No. 20, Series of 2005 (the "Ordinance"). B. The Association is the association which represents the unit owners with respect to the common elements of the Association Property, as hereafter defined, and such unit owners collectively are the owners of that certain real property located in the Town of Vail, County of Eagle, State of Colorado having a street address of 121 West Meadow Drive, Vail, Colorado 81657 and legally described in Exhibit B attached hereto (the "Association Property") C. Pursuant to the Approved Development Plan and the Ordinance, the Town of Vail (the "Town") has requested Vail Development to reconstruct certain drainage improvements near the common boundary between the Hotel Property and the Association Property that now serve the Association Property and to make certain other improvements on or abutting the Association Property, including but not limited to certain grading improvements, drainage improvements and pedestrian walkways, as more particularly described in the Approved Development Plan and the Ordinance and pursuant to the final construction plans for the same that are finally approved by the Town (collectively, such reconstructed and new improvements are referred to herein as the "Improvements"). D. Prior to the date hereof, the Association has constructed a storage facility (the "Storage Shed"), primarily on the Association Property, but the Storage Shed also encroaches into the Hotel Property. The Association has agreed to eliminate the encroachment of the Storage Shed, if a lender, purchaser or subsequent owner of the Hotel Property requires the encroachment to be eliminated. RETURN TO VAIL DEVELOPMENT E. Vail Development desires the right to enter on to the Association Property for the purposes of constructing the Improvements and desires to grant the Association a temporary encroachment easement to permit the Storage Shed to remain in its current location until such time as a lender, purchaser or subsequent owner of the Hotel Property requires the encroachment of the Storage Shed on to the Hotel Property to be eliminated. F. The Association desires the right to enter on to the Hotel Property for the purposes of constructing certain improvements to the Association building located on the Association Property. AGREEMENTS : NOW, THEREFORE, in consideration of the foregoing recitals and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree as follows: Incorporation of Recitals. The foregoing recitals are fully incorporated herein. 2. Right of Entry. The Association hereby grants to Vail Development, and its agents, employees, consultants, contractors, subcontractors and design professionals (collectively, the "Vail Development Permitted Parties") a right of entry over, under, across and upon the Association Property (the "Vail Development Right of Entry") for the purposes of (a) conducting geo-technical, surveying and other engineering tests, studies and analyses in connection with the design of the Improvements, (b) preparing for construction of the Improvements and constructing the Improvements, including without limitation the installation of soil nails and (c) inspecting and testing the Improvements for compliance with the requirements of the specifications and plans for the Improvements approved by the Town (collectively, the "Vail Development Permitted Activities"). Vail Development hereby grants to the Association, and its agents, employees, consultants, contractors, subcontractors and design professionals (collectively, the "Association Permitted Parties") a right of entry over, across and upon the portion of the Hotel Property described below (the "Association Right of Entry") for the purposes of (a) delivery and storage of the roofing materials, (b) the delivery and operation of a single crane for the transportation of the roofing materials from the Hotel Property to the Association Property, and (c) delivery, storage and removal of two (2) trash dumpsters, and (d) inspecting and testing of the improvements made for the benefit of the Association for compliance with the requirements of the specifications and plans approved by the Town (collectively, the "Association Permitted Activities)- The Association Right of Entry shall be limited to that portion of the Hotel Property that comprises the western thirty feet of the Hotel Property, bounded on the west -by the eastern boundary of the Association Property and on the north and south by the northerly and southerly edges of the eastern boundary of the Association Property (the "Association DMWEST #6428934 v3 2 Entry Area"). The Association and the Association Permitted Parties shall coordinate all Association Permitted Activities in the Association Entry Area with Vail Development or, at Vail Development's request, with the general contractor for the Hotel Property (the "Hotel General Contractor"), and shall comply with the rules, regulations and safety precautions of Vail Development or the Hotel General Contractor in connection with the Association Permitted Activities. The Association acknowledges that there is currently a fence along the boundary of the Association Entry Area, and agrees that the Association shall be responsible for removing any such fencing as necessary for the Association Permitted Activities and, prior to expiration or termination of the Association Right of Entry, for replacing the fencing and restoring the property and landscaping or improvements in the Association Entry Area. 3. Permitted Activities Only. The Vail Development Right of Entry does not permit any activities other than the Vail Development Permitted Activities and the Association Right of Entry does not permit any activities other than the Association Permitted Activities 4. Indemnity. Vail Development shall indemnify and bold the Owners of the Association Property, and the Association, its employees, officers, board members and agents, harmless from and against any and all claims for property damage, personal injury or death arising from any negligence, intentional misconduct or illegal conduct of Vail Development, the Vail Development Permitted Parties, or either of their agents, contractors, invitees or employees, on or about the Association Property, and against all costs, reasonable attorneys' fees, expenses and liabilities incurred in the defense of any such claim or any action or proceeding brought thereon or in connection therewith; provided, however, that the foregoing indemnity shall not extend to any claims related to relocation or reconfiguration of the Storage Shed after written request for such relocation has been made by Vail Development to the Association pursuant to Section 7 hereof. The Association shall indemnify and hold Vail Development and its respective managers, employees, officers, members and agents; harmless from and against any and all claims for property damage, personal injury or death arising from any negligence, intentional misconduct or illegal conduct of the Association, the Association Permitted Parties, or either of their agents, contractors, invitees or employees, on or about the Hotel Property, and against all costs, reasonable attorneys' fees, expenses and liabilities incurred in the defense of any such claim or any action or proceeding brought thereon or in connection therewith. Condition Precedent. The Vail Development Right of Entry shall not be effective until Vail Development has provided the Association with a certificate of Vail Development's commercial general liability insurance in an amount not less than $1,000,000.00 issued by an insurer licensed to do business in the State of Colorado. The Association Right of Entry shall not be effective until the Association andlor its Permitted Parties have provided Vail Development with a DMWES? #6428934 v3 certificate of commercial general liability insurance in an amount not less than $1,000,000.00 issued by an insurer licensed to do business in the State of Colorado. Term and Expiration. The Vail Development Right of Entry granted by the Association to Vail Development shall commence immediately and shall automatically expire upon the earlier of final completion of the Improvements or March 31, 2009. The Association Right of Entry shall commence at 12:01 AM (IMI DT) on August 28, 2006 and shall automatically expire at 11:59 PM (MDT) on September 8, 2006. 7. Temporary Encroachment Easement. Vail Development hereby grants the Association a temporary encroachment easement to permit the Storage Shed to remain in its current location until the earlier of (a) the date that the Storage Shed is substantially damaged, destroyed or removed from its current location, or (b) the date that is sixty (60) days after written notice is given by Vail Development (or a successor in interest in Vail Development) that either (i) fee title to the Hotel Property is being conveyed and the purchaser of the Hotel Property (or after such fee title transfer has occurred, the subsequent owner of the Hotel Property) requires that the encroachment of the Storage Shed into the Hotel Property be eliminated, or (ii) a deed of trust or similar financing instrument will be filed against the Hotel Property and the lender in such transaction requires that the encroachment of the Storage Shed be into the Hotel Property be eliminated. The temporary encroachment easement herein granted includes the right to enter upon five (5) feet of the Hotel Property immediately adjacent to the Storage Shed to facilitate repair, maintenance and relocation or reconfiguration of the Storage Shed. 8. Miscellaneous. 8.1 Amendment. The parties agree that the provisions of this Agreement may be modified or amended, in whole or in part, or terminated, only by the written consent of the parties hereto (or such successors and assigns. 8.2 Covenants to Run with Land. This Agreement shall run with the land, shall bind every party having any fee, leasehold or other interest in the Hotel Property and/or Association Property and shall inure to the benefit of the parties and their respective successors, assigns, heirs, and personal representatives. 8.3 Notices. Notices or other communication hereunder shall be in writing and shall be sent certified or registered mail, return receipt requested, or by other national overnight courier company, or personal delivery. Notice shall be deemed given upon receipt or refusal to accept delivery. Each party may change from time to time their respective address and'or telephone and fax numbers for notice hereunder by like notice to the other party. The notice addresses of the parties are: DMWEST #6428934 0 4 Association: Alphom Condominium Association, Inc. 121 West Meadow Drive Vail Colorado 81657 Attention: Association President Phone: (970) 3 ?D' / Fax: (970) 5A-Ra4 With a copy to: R. G. Jacobs Property Manager - Alphom Mountain Caretakers, Inc. 2000 Spring Creek Road Gypsum, Colorado 81637 Pho e: 970) 524-7629/ Fax: (970) 594--KATt ) ~yo-~34V Vail Development: Vail Development, LLC Black Diamond Resorts - Vail, LLC 50 South Sixth Street, Suite 1480 Minneapolis, MN 55402 Attention: Manager Phone: (612) 313-2500 / Fax: (612) 313-0136 With a copy to: Thomas J. Brink HB Development Co. 821 Marquette Avenue, Suite 600 Minneapolis, MN 55402 Phone: (612) 332-1500 / Fax: (612) 332-2428 8.4 Governing Law. The laws of the State of Colorado shall govern the interpretation, validity, performance, and enforcement of this Agreement. 8.5 Counterparts. This Agreement may be executed in counterparts, all of which taken together shall constitute one and the same instrument. 8.6 Representations. Each of the parties hereto, hereby represents and warrants to the other party that they have the express authority and power to enter into this Agreement. Further, the parties represent and warrant to the other party that the individuals executing this Agreement on behalf of said party have the unqualified authorization and authority to execute this Agreement and bind said party to the express terms hereof. [Remainder of Page Intentionally Left Blank] N~j DMWEST #6428934 v3 5 IN WITNESS WHEREOF, this Right of Entry Agreement and Grant of Temporary Encroachment Easement is made effective as of the date first written above. VAIL DEVELOPMENT: BLACK DIAMOND RESORTS - VAIL, LLC By: Vail Development, LLC Its: Manager STATE OF MINNESOTA COUNTY OF HENNEPIN ss. 141 This instrument was acknowledged before me on August Z4 . 2006, by Vail Development, LLC, the Manager of Black Diamond Resorts - Vail, LLC, a Delaware limited liability company, on behalf of the limited liability company. - CHARLOTTE MARIA SCHU NOTARY PUBLIC . MINNESOTA [My Comm. Expires Jan. 31. 2007 44114444 1 41 Notary Public VAIL DEVELOPMENT, LLC By: Its: Ma.eJa~Ei~ STATE OF MINNFSOTA COUNTY OF HENNEPIN ss. This instrument was acknowledged before me on August -24 , 2006, by `R,cA,, -b -A , the rAA.4a4jm of Vail Development, LLC, a Delaware limited liability company, on behalf of the limited liability company. -Wof mgeo 0000004404 mood so i / 144%14%CHARLOTTE MARIA SCHU NCTARY PUBLIC. MINNESOTA My Comm. Expires Jan. 31,2007 Notary Public DMWEST #6428934 v3 6 THE ASSOCIATION: C STATE OF COLORADO ) COUNTY OF EAGLE ) ALPHORN CONDOMINIUM ASSOCIATION, INC. By .ct~~ G✓~ Its: SS. This instrument was ackno ledged before me on August 2006 by N1Lt~. cC re.t w, KE-L ( as the me C I cle-r& of Alphom Condominium Association, Inc., a Colorado non-profit corporation, on behalf of the non-profit corporation. I~ O Publiei O f Z `v ~sra ° DMWEST #5428934 w3 7 EXHIBIT A LEGAL DESCRIPTION OF HOTEL PROPERTY PARCEL A: A PART OF LOT A OF AMENDED MAP OF SHEET 1 OF 2 OF VAIL VILLAGE, SECOND FILING, COUNTY OF EAGLE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT A; THENCE SOUTH 79 DEGREES 41 MINUTES 13 SECONDS EAST AND ALONG THE NORTHERLY LINE OF SAID LOT A, A DISTANCE OF 152.65 FEET TO THE NORTHEAST CORNER OF SAID LOT A; THENCE SOUTH 0 DEGREES 23 MINUTES 00 SECONDS EAST ALONG THE EASTERLY LINE OF SAID LOT A, A DISTANCE OF 125.00 FEET; THENCE NORTH 74 DEGREES 16 MINUTES 12 SECONDS WEST A DISTANCE OF 156.13 FEET TO A POINT OF INTERSECTION WITH THE WESTERLY LINE OF SAID LOT A; THENCE NORTH 0 DEGREES 23 MINUTES 00 SECONDS WEST AND ALONG SAID WESTERLY LINE OF SAID LOT A. A DISTANCE OF 110.00 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL B: A PART OF THE NORTHEAST ONE-QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND BEING A PART OF LOTS A, B, AND C OF AMENDED MAP OF SHEET 1 OF 2 OF VAIL VILLAGE SECOND FILING, COUNTY OF EAGLE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 7; THENCE SOUTHERLY AND ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER OF SAID SECTION 7; 39.20 FEET TO THE SOUTH RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6; THENCE ON ANI ANGLE TO THE RIGHT OF 100 DEGREES 41 MINUTES 47 SECONDS AND ALONG SAID SOUTH RIGHT OF WAY LATE, 25.44 FEET TO A POINT ON THE WEST LINE OF V AIL ROAD, SAID POINT BEING THE NORTHEASTERLY CORNER OF SAID LOT A; THENCE CONTINUING ALONG THE AFOREMENTIONED LINE AND ALONG THE NORTHERLY LINE OF SAID LOT A, 152.65 FEET TO A POINT ON THE NORTHWESTERLY CORNER OF SAID LOT A. SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ON AN ANGLE TO THE LEFT OF 100 DEGREES 41 MINUTES 47 SECONDS AND ALONG THE WEST LINE OF SAID LOT A, 110.0 FEET; THENCE ON AN ANGLE TO THE LEFT OF 73 DEGREES 53 MINUTES 12 SECONDS, 156.13 FEET TO THE WEST LINE OF VAIL ROAD; THENCE ON AN ANGLE TO THE RIGHT OF 73 DEGREES 53 MINUTES 12 SECONDS AND ALONG SAID WEST LINE 29.15 FEET, THENCE ON AN ANGLE TO THE RIGHT OF 106 DEGREES 06 MINUTES 48 SECONDS, 156.13 FEET TO THE WEST LINE OF SAID LOT A: THENCE ON AN ANGLE TO THE LEFT OF 134 DEGREES 17 MINUTES 11 SECONDS, DMWEST #6428934 v3 8 67.00 FEET; THENCE ON AN ANGLE TO THE RIGHT OF 90 DEGREES 00 MINUTES 00 SECONDS, 18.27 FEET; THENCE ON AN ANGLE TO THE LEFT OF 90 DEGREES 00 MINUTES 00 SECONDS, 86.00 FEET; THENCE ON AN ANGLE TO THE RIGHT OF 102 DEGREES 13 MINUTES 17 SECONDS, 101.50 FEET, MORE OR LESS TO THE NORTHERLY LINE OF WEST MEADOW DRIVE; THENCE ON AN ANGLE TO THE RIGHT OF 38 DEGREES 13 MINUTES 30 SECONDS AND ALONG THE SAID NORTHERLY LINE 264.42 FEET TO A POINT OF CURVE; THENCE CONTINUING ALONG SAID NORTHERLY LINE AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 525.00 FEET, A CENTRAL ANGLE OF 06 DEGREES 23 MINUTES 12 SECONDS, AN ARC DISTANCE OF 58.52 FEET TO THE WESTERLY LINE OF LOT C; THENCE ON AN ANGLE TO THE RIGHT OF 84 DEGREES 48 MINUTES 35 SECONDS AND ALONG THE WESTERLY LINE OF LOT C, 251.25 FEET TO THE SOUTH RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6; THENCE ON AN ANGLE TO THE RIGHT OF 90 DEGREES 00 MINUTES 00 SECONDS AND ALONG SAID SOUTH RIGHT OF WAY LINE 300.00 FEET; MORE OR LESS, TO THE TRUE POINT OF BEGINNING. THE ABOVE PARCEL A ANTD PARCEL B BEING ALSO DESCRIBED AS: A part of Lots A, B and C of Amended Map of Sheet 1 of 2 of Vail Village, Second Filing, Eagle County, Colorado, being more particularly described as follows: Commencing at the Northeast corner of Section 7, Township 5 South, Range 80 West of the Sixth Principal Meridian; thence along the East line of the Northeast Quarter of the Northeast Quarter of said Section 7, and referring all bearings contained herein to said line, S 00 DEGREES 09 MINUTES 28 SECONDS W, a distance of 39.20 feet; thence departing said line N 79 DEGREES 08 MINUTES 45 SECONDS W, a distance of 25.44 feet to the Northeast comer of said Lot A and the Point of Beginning of the herein described parcel of land; thence along the East line of said Lot A and the West right-of way line of Vail Road (50' wide) S 00 DEGREES 09 MINUTES 28 SECONDS W, a distance of 125.00 feet; thence continue along said line S 00 DEGREES 09 MINUTES 28 SECONDS W, a distance of 29.15 feet to the Northeast comer of Condominium Map for the Holiday House as recorded in Book 229 at Page 936; thence along the North and West boundaries of said Condominium Map. The following five (5) courses and distances: 1) N 73 DEGREES 43 MINUTES 44 SECONDS W, 156.13 feet; 2) S 28 DEGREES 00 MINUTES 55 SECONDS E, 67.00 feet; 3) S 61 DEGREES 59 MINUTES 05 SECONDS W, 18.27 feet; 4) S 28 DEGREES 00 MINUTES 55 SECONDS E, 86.00 feet; 5) S 74 DEGREES 12 MINUTES 22 SECONDS W, 101.49 feet to intersect the North right-of- way line of West Meadow Drive (50' wide); thence along said right-of-way line the following two (2) courses and distances; 1) N. 67 DEGREES 34 MINUTES 08 SECONDS W, 264.42 feet; 2) 58.51 feet along the are of a curve to the left having a radius of 525.00', a central angle of 6 DEGREES 23 MINUTES 09 SECONDS and a chord which bears N 70 DEGREES 45 MINTUTES 43 SECONDS W, 58.48' to the Southwest comer of said Lot C, thence along the West line of said Lot C N 10 DEGREES 51 MINTUTES 15 SECONDS E, a DMWEST #$428934 Q 9 distance of 251.25 feet to the Northwest comer of said Lot Q thence along the North line of said Lot C S 79 DEGREES 08 MINUTES 45 SECONDS E, a distance of 300.00 feet to the Northeast comer a said Lot C and the Northwest comer of said Lot A; thence along the North line of said Lot A S 79 DEGREES 08 MINUTES 45 SECONDS E, a distance of 152.65 feet to the Point of Beginning, County of Eagle, State of Colorado. Bearings are based on State Plane Coordinates; Colorado Central Zone. 0 0 DMWEST #6428934 v3 10 EXHIBIT B LEGAL DESCRIPTION OF ASSOCIATION PROPERTY Common Area, The Alphorn, according to the Condominium Map recorded October 14, 1969 in Book 216 at Page 176, and recorded June 29, 1999 under Reception No. 701249, and as defined and described in the Condominium Declaration recorded June 29, 1999 at Reception No. 701248, and re-recorded June 15, 2000 at Reception No. 732233, County of Eagle, State of Colorado. C 0 70 DMWEST #6428934 v3 11 0 RECORDING REQUESTED BY AND WHEN RECORDED, MAIL TO: Black Diamond Resorts - Vail LLC c/o Capital Real Estate, inc. 50 South Sixth Street, Suite 1480 Minneapolis. Minnesota 55402 Attention: President SOIL NAILS EASEMENT AGREEMENT This Soil Nails Easement Agreement is made effective as of March 1, 2007 by and dow- between Black Diamond Resorts - Vail LLC, a Delaware limited liability company (which, together with its successors and assigns, is referred to herein as the "Grantee"), and Holiday House Condominium Association, d/b/a 9 Vail Road Condominiums (which, together with its successors and assigns, is referred to herein as the "Grantor"). WHEREAS, Grantor is the association which represents each unit owner with respect to the common elements of the Grantor Property, as hereafter defined, which in turn are the fee owners of that certain parcel of real property located in the Town of Vail, County of Eagle, State of Colorado, which is more particularly described on Exhibit "A" attached hereto (the "Grantor Property"); and WHEREAS, in conjunction with the development of a resort and hotel complex (the "Resort") on property owned by Grantee that is adjacent to the Grantor Pmpert y, which adjacent property owned by Grantee is more particularly described on Exhibit "B" attached hereto (the "Grantee Property"), Grantee desires to acquire an easement under a portion of the Grantor Property to permit Grantee and other Permitted Parties (as herein defined) to install soil nails under, through and below the surface of a portion of the Grantor Property; and WHEREAS, Grantor is willing to grant such easement to Grantee pursuant to the terms and conditions set forth herein. NOW, THEREFORE, for good and valuable consideration; the receipt and sufficiency of which, is hereby acknowledged, the parties hereto agree as follows: 1. Grant of Eas=ent. Grantor hereby grants unto Grantee, unto Grantee's design consultants, agents, contractors, subcontractors and rnatenahmen, and unto their respective employees (collectively, the "Permitted Parties") a below ground, temporary easement within the easement area legally described in Exhibit "C" attached hereto (the "Easement Area"), as depicted on Exhibit "D" attached hereto, to permit the installation and existence of soil nails (the "Soil Nails"), as generally depicted but not exceeding the intrusion depths onto Grantor Property 0 109721.dor indicated on Exhibit "E", a sub-section of page XBS-2 of the plan for Caisson Drilling, Excavation Shoring and Tieback Anchors by Coggins & Sons, Inc. dated 8/28/2006 and modified 2/1/2007 attached hereto (the "Easement"). Notwithstanding anything herein to the contrary, (a) in the event the Soil Nails or any device utilized to install the Soil Nails penetrates or damages any building or other structure on the Grantor Property, the Permitted Parties shall halt installation of the Soil Nails until such penetration and/or damage is corrected by the Grantee or one of the permitted Parties; (b) the Soil Nails will remain in place and shall be of no further use or value upon completion of construction of the Resort and shall be abandoned in place by Grantee; (c) Grantee shall have no obligation to remove the Soil Nails or to compensate Grantor for Grantor's removal of the Soil Nails; (d) the Soil Nails shall be detached from the shoring system and shall not provide continuing support for any building or structure on the Grantee Property after completion of construction of the Resort; and (e) after completion of construction of the Resort, the Soil Nails may be removed from the Easement Area by Grantor at Gmntor's expense. ,.,Or 2. Term. The rights of the Permitted Parties to use the Easement shall not continence until Grantee has delivered to Grantor a notice of commencement of Grantee's use of the Easerent accompanied by the payment required by the terms of Section 7 hereof and the Easement shall terminate of its own accord, without further action by either party, on. December 31, 2009, provided that, in the event that Grantee completes its construction activities in the Easement Area on or before such date, Grantee and Grantor agree to provide a recordable termination of this Agreement and release of this Easement upon written request from either Grantee or Grantor. Notwithstanding such termination, Grantor acknowledges that the Soil Nails ~i will remain in the Easement Area after termination of the Easement until removed by Grantor at Grantor's expense- 3_ Liens. In the event that any liens are filed against the Grantor Property or any part thereof arising out of or related to any work performed by or on behalf of Grantee in connection with this Agreement, Grantee shall have such liens discharged of record or insured or bonded over within thirty (30) days of receipt of notice of said lien. 4. Hazardous Waste. The Grantee shall indemnify and hold the Grantor harmless from and against all claims of whatever nature related to hazardous substances whose presence upon or under the Easement Area is caused directly, indirectly or by omission by Grantee or its employees, agents, contractors, subcontractors or materialmen, pursuant to the terms of Section 10 hereof. Such term "hazardous substances" shall be interpreted herein as it and similar terms are defined in the Federal Resource Conservation and Recovery Act of 1976, the Federal Comprehensive Environmental Response Compensation and Liability Act of 1980, the Superfund Amendments and Reauthorization Act of 1956 (U.S.C. § 9601, et seq.), as amended. 5. Conditions of Consm etion Easement. Grantor and Grantee shall abide by the following terms and conditions in connection with the use of the Easement and installation of the Soil Nails. C01 109721.doe 2 VJJU5/LVVf Ib: O tAlt dfV4fb45J4 LANU I1fLt-WAIL 47JVVol V Ib (a) Grantee shall use its best efforts to minimize disruption to GTantor, together with its unit owners and guests, during the installation of the Soil Nails. (b) Grantor shall cooperate with Grantee (without cost and expense to Grantor) in the timely completion of the installation of the Soil Nails. (c) Grantee shall not install any construction fencing on the Grantor Property. 6. Restoration. Grantee agrees, at its sole cost and expense, to restore the surface of the Grantor's Property and any buildings, garage facilities, utility installations or other improvements on or under Grantor's Property and any personal property located on Grantor Property that are damaged as a result of the actions or omissions of Grantee or its employees, agents, contractors, subcontractors and materialmen (if any) in the installation of the Soil Nails. In the event the real or personal property refeired to above cannot be restored to its original condition, Grantee shall, at the option of the owner of such real or personal property, pay to any injured party such damages as may be attributable to the loss suffered, including but not limited to the value of the real or personal property damaged or destroyed. 7. Consideration.. In consideration of the grant of the Easement, Grantee shall pay to Grantor the sum of Two Hundred Fifty Thousand Dollars (5250,000.00), which sum shall be paid by Grantee upon notice of commencement of Grantee's use of the easement and prior to the use of the Easement by Grantee. 8, Engineering Casts. In addition to the consideration set forth in Section 7 hereof, Grantee shall reimburse Grantor for Grantor's reasonable costs, not to exceed a total reimbursement of Fifteen Thousand Dollars ($15,000), to engage an engineer licensed in Colorado to evaluate the Soil Nails system to be installed on the Grantor Property in connection with development and construction of the Resort and/or to install and monitor devices to measure the movement of the Gxrazator Property resulting from the use of soil nails or dewatering; provided however, that Grantor shall require such engineer, to certify and provide all such evaluations and data to both Grantor and Grantee. Grantor may request such reimbursement in installments as such costs are incurred, provided that the total of all such reimbursement requests do not exceed Fifteen Thousand Dollars ($15,000). Each such requested reimbursement shall be due and payable by Grantee within thirty (30) days of Grantee's receipt of reasonable evidence documenting such costs. Grantee may, at its election, cause its own consultants to enter the Grantor Property prior to commencement of construction of the Resort to assess the current soils conditions and improvements on the Grantor Property. 9. Remedies and Enforcement. (a) All Legal and Equitable Remedies Available- In the event of a breach or threatened breach by Grantor or Grantee of any of the terms, covenants, restrictions or conditions hereof. the other shall be entitled forthwith to full and adequate relief by injunction and/or all such other available legal and LIN 109721-doe 3 QJ/Ub/LVUI lb:Jb tAA U(V4fl}40J4 LANU UILL-VA1L Lgf VV4JV Ib equitable remedies from the consequences of such breach, including payment of any amounts due and/or specific performance. (b) Self--Help. In addition to all other remedies available at law or in equity, upon the failure of a defaulting party to cure a breach of this Agreement within thirty (30) days following written notice thereof by such non- defaulting party (imless, with respect to any such breach the nature of which cannot reasonably be cured within such 30-day period, the defaulting party commences such cure within such 30-day period and thereafter diligently prosecutes such cure to completion), the non- defaulting party shall have the right to perform such obligation contained in this Agreement on behalf of such defaulting party and be reimbursed by such defaulting party upon demand for the reasonable costs thereof together with interest at the prime rate announced from time to time by the Wall Street Journal, plus two percent (2%) (not to exceed the maximum rate of interest allowed by law). Notwithstanding the foregoing, in the event of an emergency a party hereto may immediately cure the same and be reimbursed by the other party upon demand for the reasonable cost thereof together with interest at the prime rate, plus two percent (2%), as above described- (c) Lien Ri ts. Any claim for reimbursement, including interest as aforesaid, and all costs and expenses including reasonable attorneys' fees awarded to any party in enforcing any payment in any suit or proceeding under this Agreement shall be assessed against the defaulting party in favor of the prevailing party and shall constitute a lien (the "Assessment Lien") against said defaulting party's property until paid, effective upon the recording of a notice of lien with respect thereto in the Office of the County Recorder of the County of Eagle, State of Colorado; provided, however, that any such Assessment Lien shall be subject and subordinate to (i) liens for taxes and other public charges which by applicable law are expressly made superior, (ii) all liens recorded in the Office of the County Recorder of the County of Eagle, State of Colorado, prior to the date of recordation of said notice of lien, (iii) all leases entered into, whether or Dot recorded, prior to the date of recordation of said notice of lien; and (iv) all management and other agreements entered into with respect to the operation and management of the Property, whether or not recorded, prior to the date of the said notice of lien. All liens recorded subsequent to the recordation of the notice of lien described herein shall be junior and subordinate to the Assessment Lien. Upon the timely curing by the defaulting party of any default for which a notice of lien was recorded, the party recording same shall record aza appropriate release of such notice of lien and Assessment Lien. (d) Remedies Cumulative. The remedies specified herein shall be cumulative and in addition to all other remedies permitted at law or in equity- 109721.doc 4 volt'-jl4vvl IV-Ii In" VIVY.-1- 1.1- 1- - 10. Indemni Grantee agrees to indemnify and hold Grantor harmless from and against any and all claims, demands, debts, causes of action, suits, covenants, contracts, agreements and costs, whether to persons or property, as a result of (i) any third party action arising out of the activities of Grantee or its employees, agents, contractors, subcontractors or materialmen hereunder, and (ii) the construction activities performed in the Easement Area by Grantee or its employees, agents, contractors, subcontractors or matenalmen, and (iii) any other direct or indirect activities or omissions of Grantee or its employees, agents, contractors, subcontractors or materialmen hereunder, and Grantee agrees to defend and hold Grantor harmless in any action or litigation, threatened or otherwise, arising out of such direct or indirect activity or omissions of Grantee or its employees, agents, contractors, subcontractors or materialmen hereunder, including, but not limited to, Grantor's reasoztable attorney's fees and costs. 11. Survival of Terms; Binding Upon Successors and Assigns; Covenants 'Inning with the Land. The terms, conditions, liabilities and obligations contained in Sections 3, 4, 6, 7, 8, 9 and 10 hereof shall survive the termination of this Agreement regardless of the form or timing of the termination. The provisions of this Agreement shall be, until termination of the Easement, covenants running with the Grantor Property and the Grantee Property and the provisions hereof shall be binding upon and inure to the benefit of the successors and assigns of Grantor and Grantee. 12. Notices. Notices, communications or demands required or permitted to be given hereunder shall be given by certified mail, return receipt requested or by national overnight courier company, or personal delivery. Notice shall be deemed given upon receipt or refusal to accept delivery. Each party may change from time to time their respective address and/or telephone and fax numbers for notice hereunder by like notice to the other party. The notice addresses are as follows: In the case of Grantor: Holiday House Condominium Association, d/b/a 9 Vail Road Condominiums P. 4. Boys 5733 Vail, Colorado 81658-5733 ,Attention: Association President Phone: (970) 479-7100 / Faye: (970) 476-8852 In the case of Grantee: Black Diamond Resorts - Vail LLC c/o Capital Real Estate, Inc. 50 South Sixth Street, Suite 1480 Minneapolis, MN 55402 Attention: President Phone: (612) 313-2500 / Fax: (612) 313-0136 or at such other address as such party may specify in writing. U 10972 Ldoc 5 13. Governing Law. The laws of the State of Colorado shall govern the interpretation, validity, performance, and enforcement of this Agreement. 14_ Estoppel Certificates. Each party hereto, within twenty (20) days of its receipt of a written request from the other party, shall from time to time provide the requesting party, a certificate binding upon sucb party stating: (a) to the best of such party's knowledge, whether any party to this Agreement is in default or violation of this Agreement and if so identifying such default or violation; and (b) that this Agreement is in full force and effect and identifying any amendments to the Agreement as of the date of such certificate. 15. Bankruptcy. In the event of any bankruptcy affecting any party, the parties agree that this Agreement shall, to the maximum extent permitted by law, be considered an agreement that runs with the land and that is not rejectable, in whole or in part, by the bankrupt person or entity. 16. CounterparL-;_ This Agreement may be executed in counterparts, all of which taken together shall constitute one and the same instrument. 17. Amendment. The parties agree that the provisions of this Agreement may be modified or amended, in whole or in part, or terminated, only by the written consent of the parties hereto (or such successors and assigns). 18_ No Waiver. No waiver of any default of any obligation by any party hereto shall be implied from any omission by the other party to take any action with respect to such default. 19. Representations. Each of the parties hereto, hereby represents and warrants to the other party that they have the express authority and power to enter into this Agreement and to grant the Easements set forth herem. Luther, the parties represent and warrant to the other party that the individuals executing this Agreement on behalf of said party have the unqualified authorization and authority to execute this Agreement and bind said party to the express terms hereof 20. Arbitration. The parties hereto hereby acknowledge and agree that subject to the interim rights noted below any controversy or claim arising out of or related, directly or indirectly to this Soil Nails Easement Agreement shall be resolved by arbitration administered by the American Arbitration Association under its Construction Industry Arbitration Rules and Mediation Procedures and judgment on the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. 'Me parties hereto further acknowledge and agree that the arbitration shall be held in the State of Colorado and that the arbitrator(s) may grant any remedy or relief, consistent with Colorado law, that the arbitrator(s) deems just and equitable and within the scope of this Soil Nails Easement Agreement, including, but not limited to, (a)specific performance and, (b) upon a substantial violation of this agreement not cured by Grantee within 30 days after (i) notice of the violation, or (ii) if the violation is disputed, confirmation of the violation by the arbitrator, termination of Grantee's rights hereunder. The parties hereto hereby agree that the arbitrator(s) shall not have the authority, in the award, to assess damages (other than those directly recoverable under sections 3, 4, 6, 7, 8, 9(b) and (c) and 10) or fees, expenses L 109721.doo 6 and compensation (including but not limited to, reasonable attorneys' fees and costs) in favor of the prevailing party in the arbitration, but shall have only the authority to require specific performance. Each party shall also have the right to apply for and to obtain, from a court having jurisdiction., interim judicial relief pending the results of the arbitration. [Remainder of Page Intentionally Left Blank] 0 r1 L - 109721_m 7 vo/Vo/LVVI lo.oo r6A OIVYIOYJJY Lnl1u BILL vni~ i IN WITNESS WHEREOF, the parties have executed this Soil Nails Easement Agreement as of the day and year first above written. "GRANTEE" BLACK DL MOND RESORTS - VAIL LLC, a Delaware limited liability company By: Douglas G. H skind Its: Vice President STATE OF MINNESOTA COUNTY OI~ HENNEPIN ss_ This instrument was acknowledged before me on kt'ut 7-$ , 2007, by Douglas G. Hipskind, the Vice President of Black Diamond Resorts - Vail LL P, a Delaware limited liability company, on behalf of the limited liability company. CHARLOTTE MARIA SCHU NOTARY PUBLIC _ STATE OF MINNESOTA NY COMMISSION EXPIRES U1* 12012 X Notary Public 109721 Am 8 VV/VJJ LVVI IVVV Inn VIV11V~.~v1 ~Vf~~ r~.a.~ yJ yr r STATE OF COLORADO ) ss. COUNTY OF EAGLE ) As "GRANTOR" HOLIDAY HOUSE CONDOMINIUM ASSOCIATION, d/b/a 9 VAIL ROAD CONDOMINIUMS, a Colorado corporation ,Cw dolyn ca6 ells, its President By: Barry alsh, its Secretary This instmment was acknowledged before me on Ydj t , 2007 by Gwendolyn Scalpello as the President of Holiday House Condominium Association, d/b/a 9 Vail Road Condominiums, a Colorado corporation, on behalf of the corporation. (-Oh t STATE OF ) L.0 c L-S ) ss. COUNTY OF Egli ) This instrument was acknowledged before me on~~rCje) a, 2007 by Barry Walsh as the Secretary of Holiday House Condominium Association, d/b/a 9 Vail Road Condominiums, a Colorado corporation on behalf of the corporation. 109721.doc 9 MEREDITH H. SI NDWY pubac, SW My cwmbsb►n Rphs EXHIBIT A GRANTOR PROPERTY LEGAL DESCRIPT)ON A part of the Northeast one-quarter of Section 7, Township 5 South, Range 80 West of the Sixth Principal Meridian and being a part of Lots A, B, and C of Amended Map of Sheet 1 of 2 of Vail Village Second Filing, County of Eagle, State of Colorado, more particularly described as follows: Commencing at the Northeast corner of said Section 7; thence Southerly and along the East line of the Northeast one-quarter of said Section 7, 39.20 feet to the South right-of-way line of U.S. Highway No. 6; - thence on an angle to the right of 100 degrees 41'4T' and along said South right-of-way line 25.44 feet to a point on the West line of Vail Road, said point being the Northeasterly comer of said Lot A; thence continuing along the aforementioned line and along the Northerly line of said Lot A., 152,65 feet to the Northwesterly comer of said Lot A; thence on an angle to the left of 100 degrees 41'47" and along the West line of said Lot A, 139.15 feet to the trae point of beginning; thence on an angle to the left of 73 degrees 53'12", 156.13 feet to the West line of Vail Road; thence on an angle to the right of 73 degrees 53' 12" and along said West line 202.15 feet; - thence on an angle to the right of 90 degrees 00'00", 98.75 feet to the Northerly line of West Meadow Drive, thence on an angle to the right of 58 degrees 16'39" and along said Northerly line and along a curve to the left having a radius of 175.00 feet, a central angle of 36 degrees 0015", an arc distance of 109.97 feet to a point of tangent; thence along said tangent and along said Northerly line 11.00 feet; thence on an angle to the right of 141 degrees 46'30", 101.50 feet; thence on an angle to the left of 102 degrees 13'17", 8+6.00 feet; thence on an angle to the right of 90 degrees 00'00", 18.27 feet; thence on an angle to the left of 90 degrees 00'00", 67.00 feet, more or less, to the true point of beginning; containing 28,347.31 square feet or 0.65 acres, more or less. C: t09721_doc C EXHIBIT B GRANTEE PROPERTY LEGAL DESCRIPTION PARCEL A: A PART OF THE NORTHEAST ONE-QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND BEING A PART OF LOTS A, B, AND C OF AMENDED MAP OF SHEET 1 OF 2 OF VAIL VILLAGE SECOND FILING, COUNTY OF EAGLE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 7; THENCE SOUTHERLY AND ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER OF SAID SECTION 7; 39.20 FEET TO THE SOUTH RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6; THENCE ON AN ANGLE TO THE RIGHT OF 100 DEGREES 41 MINUTES 47 SECONDS AND ALONG SAID SOUTH RIGHT OF WAY LINE, 25.44 FEET TO A POINT OR? THE WEST LINE OF VAIL ROAD, SAID POINT BEING THE NORTHEASTERLY CORNER OF SAID LOT A; THENCE CONTINUING ALONG THE AFOREMENTIONED LINE AND ALONG THE NORTHERLY LINE OF SAID LOT A, 152.65 FEET TO A POINT ON THE NORTHWESTERLY CORNER OF SAID LOT A, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ON AN ANGLE TO THE LEFT OF 100 DEGREES 41 MINUTES 47 SECONDS AND ALONG THE WEST LINE OF or, SAID LOT A, 110.0 FEET; THENCE ON AN ANGLE TO THE LEFT OF 73 DEGREES 53 MINUTES 12 SECONDS, 156.13 FEET TO THE WEST LINE OF VAIL ROAD; THENCE ON AN ANGLE TO THE RIGHT OF 73 DEGREES 53 MINUTES 12 SECONDS AND ALONG SAID WEST LINE 29.15 FEET; THENCE ON AN ANGLE TO THE RIGHT OF 106 DEGREES 06 MINUTES 48 SECONDS, 156.13 FEET TO THE WEST LINE OF SAID LOT A; THENCE ON AN ANGLE TO THE LEFT OF 134 DEGREES 17 MINUTES 11 SECONDS, 67.00 FEET; THENCE ON AN ANGLE TO THE RIGHT OF 90 DEGREES 00 MINUTES 00 SECONDS, 18.27 FEET; THENCE ON AN ANGLE TO THE LEFT OF 90 DEGREES 00 MINUTES 00 SECONDS, 86.00 FEET; THENCE ON AN ANGLE TO THE RIGHT OF 102 DEGREES 13 MINUTES 17 SECONDS, 101.50 FEET, MORE OR LESS TO THE NORTHERLY LINE OF WEST MEADOW DRIVE; THENCE ON AN ANGLE. TO THE RIGHT OF 38 DEGREES 13 MINUTES 30 SECONDS AND ALONG THE SAID NORTHERLY LINE 264.42 FEET TO A POINT OF CURVE; THENCE CONTINUING ALONG SAID NORTHERLY LINE AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 525.00 FEET, A CENTRAL ANGLE OF 06 DEGREES 23 MINUTES 12 SECONDS, AN ARC DISTANCE OF 58.52 FEET TO THE WESTERLY LINE OF LOT C. THENCE ON AN ANGLE TO THE RIGHT OF 94 DEGREES 48 MINUTES 35 SECONDS AND ALONG THE WESTERLY LINE OF LOT C, 251.25 FEET TO THE SOUTH RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6; THENCE ON AN ANGLE TO THE RIGHT OF 90 DEGREES 00 MINUTES 00 SECONDS AND ALONG SAID SOUTH RIGHT OF WAY LINE 300.00 FEET; MORE OR LESS, TO THE TRUE POINT OF BEGINNING. VJf VJf -v V I I V. Q u I f t 1 J I V Y I I Y J J Y ~ 1 1 1~ V 1 1 - - 1- / , PARCEL B: A PART OF LOT A OF AMENDED MAP OF SHEET I OF 2 OF VAIL VILLAGE, SECOND FILING, COUNTY OF EAGLE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINND40 AT THE NORTHWESTERLY CORNER OF SAID LOT A; THENCE SOUTH 79 DEGREES 41 MINUTES 13 SECONDS EAST AND ALONG THE NORTHERLY LINE OF SAID LOT A, A DISTANCE OF 152.65 FEET TO THE NORTHEAST CORNER OF SAID LOT A; THENCE SOUTH 0 DEGREES 23 MINUTES 00 SECONDS EAST ALONG THE EASTERLY LINE OF SAID LOT A, A DISTANCE OF 125.00 FEET; THENCE NORTH 74 DEGREES 16 MINUTES 12 SECONDS WEST A DISTANCE OF 156.13 FEET TO A POINT OF INTERSECTION WITH THE WESTERLY LINE OF SAID LOT A; THENCE NORTH 0 DEGREES 23 MPVUTES 00 SECONDS WEST AND ALONG SAID WESTERLY LINE OF SAID LOT A, A DISTANCE OF 110.00 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO. x 70, L7 7j VJIVJILvvf 1.- 1.11 ul - . vim.., - - EXHIBIT C EASEMENT AREA PROPERTY LEGAL DESCRIPTION LAND DESCRIPION A pe.eei ipne peclce the ::enaarn,nlGm %a fm Via HW~Juy No..uC ux re c nta Uook 22u o! d'pe" ";5. ~srylr Cuunt C Infpe~^., pn.nG Tale nC'dwarly cv,=;bad Ve failnwl. `,e.rnlo.,r,nv c1 Ine northeast GJfnef Cl Sac:fan 3. Tp!r~~G;: 5a,•;n, fta•Ige 60 vies: of the S,nth =rinciGC Nwsirhm,; lh- dint- the Loa: Il^.a of --Pc N^'Icntt ghetto el thn Nonnam: h L. sod li-W ",rp, S60'G3'92'W, 4 a.la+ 01 Sulu 5acN0n 1, c t lefeuk,q all oea,,,gs ;or.lmnId n n c Cfa:cncv of .SV 70 lee:, thence deominr, sold ',nr ,y7896'45"W, oastnltca a: 79,Al, feel to +l,r \c. mwval mfnr m ..pi A A,"deo km a! She! I of 7 0: tiled wiage, Secpna (i':nq. F~,cot'c- H, id."05. ,h me dvno the L^_^_I Ie,r of snid .?l n and thn *CC! right-of-ruy Ii-le al 'Vaf Raab aiG05'1C'M7, o -Lof- c1 17500 fret. !!w t. ¢pnllnuha Along me 5GWV'28"%k a ahata~ce of 2N"1S feet to tht -0,11,6 al rt*f•r~ at 0f'.ir to, :!x IlUkay Itotae ant: the Holt: or l4e]n~,nq; 7-r.,-o rAme (hr N"ih. One Wa".t bouna,"', ie'3 of eat wl,",,, •-,in-il,iM1 K-a T.10 '6I0Mhnq toe AVfvGh c si arllfanati T` ri /''il nn'ty %6 U Irr'; °r28'C.C. 5! 5C `rvl. t`:v =;,rn t'hy thr -S!,t" 1.- n! M.,!.. C.nndam,n„I.n nafa {dt0"S"I~"C, GS7 tea:: thence ST~'04a!'f, :5733 frc~ !nmce N61"07501. 681 Tcc: clang a line Paraded !a o-1d 967 fr=t it-v pom tra nurtpa^e1 +dl of the holtuoy Hoorn, l lrr,a 571f'a1' L, SIM tees harp o tire ^r wlrl 1, onr. 11 07 feet away fu-. We r,Withvoe! .ail el ite !ICncoy nvy;lr mere- NG116?" ?S.1? Ice! done cline "0401 - and ',.89 lee: axGy hcr: lilt cslr•xa4t .all at the hd;tley nurse: "lnnrr S6,'06'45"f._ 17l,!7 rga4 L',erlct 5;9']520 L, 2J.29 'eel' ter.: la a v~i^I o;; eoa:=.'1y l;nr of Ica Canaom,nktm Map Ih` tae hnl,nly l+6lev; 16-n c ND0'U92E"L, cinlq swe! 1- 1:,52 legit to vro vvfhl or bce9a-e,y. T':n -,cmrb- a,-, CCnld,r, 0.03 aa.- Ta•e T less ~01 C EXHIBIT D DRAWING OF EASEMENT AREA ngMY 1-0J{C :P~O~1•M1L/ Af60I~iPin C ~ ` to w.. enAn ennnr+.:r•+SJ mtJnrwi°r MAD PONT OF- CCULIFNCFNFNI 7 ;/4, AWumvm CAP 1 - ncr?Ulcesl --ORW:P FY SECr,ON 1 AyV }M P.Ii1L h h cva rqf wicl<+ w2~ ~Y ml.[i II ih V+n .Y.bn M :av~at wo. ♦ri~ >,n'~ bqw M~. ~1 >b i r U,•a~__ --vIIF 1 t~'Q A+-on[kd JAav :f uMel ~ al 2 of Vu? V1"u-p, Spa~'1- Fiirq j~ I ~ rr^^ \ m 1;,5, \ G7:YOu OU IIF l2'LMiGAif.Y E D \J~t I BOCK 2 275 FACE I ]fi 4 4T {f I 4 SME T 1 CF [ AM rf - INRIN^ INC }}p~ I Itl G'4nN4fi FC]UR SE~ASO NS RESORTS ~ C W " 167 , A y~- acsnaa~ `~Ir ry n"'mow [.an a 1 1111 rAtt(FI ' ~vCG~.NwC-~ LDI l ~ s to VJ7 WJ7 LVVI ~tiv/ ~ v~v-rev-rvvi EXHIBIT E DEPICTION OF SOIL NAILS (see attached) n 0 SONS, -791-0967 LAYTON CONSTRU[ 0090 SOUTH SAN[ SANDY, UTAH 840 PH_ 801-568-909 DID rJ STATE OF COLORADO Bill Owens, Governor Dennis E. Ellis, Executive Director Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Laboratory Services Division Denver, Colorado 80246-1530 8100 Lowry Blvd. Phone (303) 692-2000 Denver, Colorado 90230-6928 TDD Line (303) 691-7700 (303) 692-3090 Located in Glendale, Colorado http://www.cdphe,state.co.us October 31, 2006 Douglas Hipskind, Vice Manager Vail Development, LLC 50 S. 6th Street, Ste 1480 Minneapolis, MN 55402 RE: Amended Certification, for the Colorado Wastewater Discharge Permit System Permit Number: COG-700000, Facility Number: COG-072206 Dear Mr. Hipskind: pF' coz0 p * 1876 Colorado Department of Public Health and Environment Enclosed please find a copy of the amended Certification, which was issued under the Colorado Water Quality Control Act. You are legally obligated to comply with all terms and conditions of the permit and certifications. Please read the amendment and if you have any questions, contact me at (303) 692-3531. Should you have questions on the amendmentTee, please call (303) 692-3529. Sincerely, Loretta Houk Water Quality Protection Section WATER QUALITY CONTROL DIVISION Enclosure xc: Regional Council of Government Eagle County, Local County Health Department Mark Kadnuck/Andy Poirot, D.E., Technical Services Unit, WQCD Permit File Permit Fees /lh amd-cert Permit No. COG-070000 Facility No. COG-072206 Page I AMENDMENT TO CERTIFICATION AUTHORIZATION TO DISCHARGE UNDER THE CDPS INDUSTRIAL GENERAL PERMIT FOR CONSTRUCTION DE WATERING OPERATIONS (SIC No: 1629) Category 27, Subcategory 5, General Permits, Current fee $358.00 for I year per CRS 25-8-502 Amendment fee is 25% of $358 = $89.50 !'his permit specifically authorizes, Vail Development, LLC clo Four Seasons Resort Douglas Hipskind 50 South 6't' Street Minneapolis, MN 55402 (612) 313-0123 with the facility contact of, James McNeil, P.E., Principal, Alpine Engineers, Incorporated (970) 453-6064 to discharge from the Four Seasons Resort Project, located in the NE of Section 7, T5S, R80W (Longitude 106° 23'30" Latitude 39°38'45'), it "zil, Eagle County, Colorado (81657); from the discharge points identified as Otttfalls 00IA -002A, as shown in figures 1-3 of the permit and j, .er identified and described in this table. 00l A-002A I Discharges of treated groundwater prior to entering Gore Creek. Max = 5500 gpm ea. The discharges are to Gore Creek, Segment 8 of the Eagle River Sub-basin, Upper Colorado River Basin, found in the Classifications and Numeric Standards for the Upper Colorado River Basin (5 CCR 1002-33); last update effective March 2, 2006. Segment 8 is classified for the f,17-wing uses: Recreation, Class ]a,- Aquatic Life, Class I (Cold); Agriculture; Water Supply. ,u. .,ty (TDS) monitoring of the discharge will be required. Phosphorus monitoring of the discharge will not be required. Antidegradation review does not apply to this permit because no parameters limited by water quality standards other than pH are expected. Refer to page 4 of the permit for applicable limitations and to page 5 for monitoring requirements. The permittee shall implement mid maintain the Best Management Practices (BMP) for• the prevention of erosion and the control ofsolid and liquid pollutants due to the discharge. BMPs include various options, such as: modification of the pipe discharge structure to disperse flows; containment of water by hay bales or other comparable structures; the use ofgeocloth, filter fabric, or plastic sheetingfor protection ofcontainment structures; rip-rap; and/or any other approved methods. If groundwater contamination is encountered, then the permittee is to contact the Division and, if appropriate, the owner of the collection system receiving the discharge. Since the discharge ofcontaminated groundwater is not covered under this permit, the pernitteeshall immediately applyfor a groundwater reinediation certification, which will include appropriate requirements for additional discharge monitoring and on-site environmental response capabilities. The permittee shall provide the Division with any additional monitoring data on the permitted discharge collected for entities other than the Division. This will be supplied to the Division within 48 hours of the receipt of the data by the permittee. This amendment changes the flow to 5500 gpm All correspondence relative to this f cility should reference the specific facility number, COG-072206. Raymond Nalepa October 27, 2006 AMENDED AND EFFECTIVE: OCTOBER 30, 2006 EXPIRATION: MAY 17 2007 This facilitypermit contains 19 pages. ~I Lo~ J c DO Revised 1013112006 I I c 22 h'a9 1 sw 0 WSTAL C041T MILS: 77 t }~}~1' Y Ka?Y .sue v-'tai' '~'s 2 't Kd~.i ua? "T+ t 4:. F ~„~-T'^~d/kF-x ~ * ~~Tx[ left:. w+l j M •~4 t 1 - m :Jiiff.G4'IgG 7A 4CUFI( ~ . i ( ^~~v-.~.--%-_°' i *IYJwC IkW,Llua~ ♦ -ti""' ,-~--r:~''~~'`~ ~ «i W.T," 5M .71 vaSrn7 FIGURE 2 Z--:. I c Fr'J(R S : 4SQ?VS RF.,SOR 7 C"OA'STRC1C TIO;N, DEf1.4TERIe1~C_, PROJ C.`. t r ~ 'ter CO( All C,F,J8 Revised 1013112006 ce, .f Revised 1 013 112 0 0 6 Permit No. COR-030000 Facility No. COR-038447 PAGE 1 of 17 CERTIFICATION CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION km~ Construction Activity: The construction activity includes demolition of existing buildings and construction of a new building with parking. This permit specifically authorizes: Vail Development, LLC to discharge stormwater from the facility identified as Four Seasons which is located at: 13 Vail Road & 28 S. Frontage Vail, Co 81657 latitude 39/38/45, longitude 106/23/30 in Eagle County Gore Creek to: Colorado River effective: 06/28/2005 Annual Fee: $270.00 (DO NOT PAY NOW. You will receive a prorated bill.) 0