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HomeMy WebLinkAboutDRB140212 Plans ApprovedDepartment of Community Development 0 75 South Frontage Road 'OWN OF VAIIL ' Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator Application for Design Review Changes to Approved Plans General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An applica- tion for Design Review cannot be accepted until all required information is received by the Community development De- partment. Design Review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Submittal Requirements: The Town of Vail offers two (2) methods for submittal of materials for review of applications. Materials can be submitted either digitally or on paper. Whichever method you select all materials shall be submitted in that format throughout the Design Review process. The Town encourages you to consider using the submittal of digital documents and plans. If submitting digitally all elements of the application shall be uploaded to the Town's share file site as a complete set of materials. If submitting paper three (3) copies of the materials noted with an asterisk ( *) and one (1) copy of all others are required. The materials necessary to have a complete application are as follows: 1. Copies of all pertinent approved plans with illustrated, labeled changes. 2. Joint Property Owner Written Approval Letter, if applicable.. Fee: $20 Single Family Duplex Multi - Family ✓ Commercial Description of the Request: The attached reflect all changes made in the field to Issue F dated 12/17/2013 Physical Address: 540 S. Frontaqe Road East /Unplatted Parcel Number: 21010800002 (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.) Property Owner: The Town of Vail and the Vail Valley Foundation Mailing Address: 75 S. Frontaqe Road, Vail CO 81657 (Town of Vail) and 90 Benchmark Road suite 300, Avon, CO 81620 Phone: 866 - 650 -9020 & 970 - 777 -2015 David Baum Digitally signed by David Baum DN: cn =David Baum, o= Zehren and Associates, ou, email= davidb @zehren.com, c =US Owner's Signature: _ Date: 2014.06.1209: 34: 15- 06'00' Primary Contact/ Owner Representative: David Baum, AIA, Zehren and Associates Mailing Address: PO Box 1976, Avon, CO 81620 E -Mail: davidb(cDzehren.com For Office Use Only: Phone: 970 - 9490 -0257 Fax: 970 - 949 -1080 Cash CC: Visa / MC Last 4 CC # Exp. Date: Auth # Check # Fee Paid Meeting Date: Planner: Zoning: Location of the Proposal: Received From DRB No.: Project No: Land Use: Lot: Block: Subdivision:_ Nov 2013 TOWN OF VA JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi- tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi- tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) of property located at approval of the plans dated a joint owner, or authority of the association, provide this letter as written which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include: I understand that modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations; and that it is the sole responsibility of the applicant to keep the joint property owner apprised of any changes and ensure that the changes are acceptable and appropriate. Submittal of an application results in the applicant agreeing to this statement. Signature Print Name Date 0 " DESIGN REVIEW PROCESS TOWN of VAIL Pre - application Meeting A pre - application meeting with Town of Vail Staff is not required; however, highly recommended. The purpose of a pre - application meeting is to identify any critical issues pertaining to the proposal and to determine the appropriate development review process for an application. Please call the Development Review Coordinator at 970 - 479 -2128 to schedule. Deadlines and Meeting Dates The Design Review Board meets on the 1st and 3rd Wednesdays of each month beginning at 3:00 pm. Complete applications are due in the Office of Community Development no later than 12:00 noon on the submittal deadlines below: Submittal Deadline Meeting Date December 9, 2013 January 1, 2014 (Holiday) Continued... Continued.. . December 23, 2013 January 15, 2014 Submittal Deadline Meeting Date January 13, 2014 February 5, 2014 July 14, 2014 August 6, 2014 January 27, 2014 February 19, 2014 July 28, 2014 August 20, 2014 February 10, 2014 March 5, 2014 August 11, 2014 September 3, 2014 February 24, 2014 March 19, 2014 August 25, 2014 September 17, 2014 March 10, 2014 April 2, 2014 September 8, 2014 October 1, 2014 March 24, 2014 April 15, 2014 September 22, 2014 October 15, 2014 April 14, 2014 May 7, 2014 October 13, 2014 November 5, 2014 April 28, 2014 May 21, 2014 October 27, 2014 November 19, 2014 May 12, 2014 June 4, 2014 November 10, 2014 December 3, 2014 May 27, 2014 (Tuesday) June 18, 2014 November 24, 2014 December 17, 2014 June 9, 2014 July 2, 2014 December 15, 2014 January 7, 2015 June 23 2014 July 16 2014 December 29 2014 January 21 2015 Application Submittal Submit all required information under the submittal requirements section of this application by the deadlines stated above. Incomplete applications will not be processed. Upon receipt of a complete application, the Community Development Department shall review the submitted materials for general compliance with the appropriate requirements of the zoning code. If the application is not in compliance with zoning code requirements, the application and submittal materials shall be returned to the applicant with a written explanation of non - compliance. Staff Review The Administrator (a member of the Planning Staff) will review and either approve a Design Review application, approve it with conditions, deny the application, or refer the application to the Design Review Board for a decision. All Staff approvals are reviewed by the Design Review Board and any administrative decision is subject to final approval by the Board. The Board reviews applications and may approve, approve with conditions, deny the application, or table the application to allow applicants to respond to comments. Design Review Board Meeting Requirements Prior to the meeting, for new construction and additions, the applicant must stake and tape the project site to indicate property lines, proposed buildings and building corners. All trees proposed to be removed must be marked. The applicant must ensure that staking done during the winter is not buried by snow. The applicant, or their representative(s), shall be present at the Design Review Board public meeting. The item will be postponed if the applicant fails to appear before the Design Review Board, on their scheduled meeting date. PROPOSED MATERIALS Building Materials Type of Material Color Roof Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other copper cap added to stone column custom -match phase 1 Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. PROPOSED LANDSCAPING Botanical Name Common Name PROPOSED TREES AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Footage GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Quantity Size Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Re: attached sheets L1.2 and L1.2a S SIJE G CHANGES TO APPROVED PLANS (ONLY CHANGES TO ISSUE F INCLUDED) VAI L ��i V ALLEY FOUNDATION JUNE 912014 Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING - INTERIORS 48 East Beaver Creek Blvd., Suite 303 P.O. Box 1976 - Avon, Colorado 81620 (970) 949 -0257 FAX (970) 949 -1080 233 East Canon Perdido Street Santa Barbara, California 93101 (805) 963 -6890 FAX (805) 963 -8102 TOWN OF VAIL Copyright © 2013 by Zehren & Associates Inc. 0 132266.00 06/09/14 PS I G SOCIAL COURTYARD EGRESS PLAN 1 " =20' I � � —11 I ` � l\ 1 1 1 I 1 I 1 I 1 I 11 1 \ III , 1 I I / I � / 1 l I C1-1 AL- 1 ° �° ° -/° / ° 1-1-1 GRFA & SOCIAL COURTYARD EGRESS PLAN 1 " =20' 0. r,nnF AmAi Y .qi .q. 2012 IBC, NFPA 101 EXISTING BUILDING - NO CHANGE - REFER TO REMODEL FOR ORCHESTRA PIT, SHEET A1.0, DATED 10.30.09 "PERMIT ADDENDUM" BY MORTER ARCHITECTS PROPOSED BLDGS - Al CONSTRUCTION TYPE: EXISTING BLDGS - NO CHANGE - REFER TO REMODEL FOR ORCHESTRA PIT, SHEET A1.0, DATED 10.30.09 "PERMIT ADDENDUM" BY MORTER ARCHITECTS EXISTING BLDG. ADDITIONS - TYPE IIB SOCIAL COURTYARD - TYPE VB 1,265 FIXED SEATS, 1,235 LAWN SEATS, 2,500 TOTAL (GRFA) DRINKING FOUNTAINS @ 1 PER 500 = 6 REQUIRED (6 PROVIDED) LAVATORIES @ 1 PER 200 = 13 REQUIRED (18 PROVIDED) WATER CLOSETS & URINALS = 10 MALE /20 FEMALE ( 22/40 PROVIDED) OCCUPANCY LOAD (TABLE 1004.1.2): EXISTING BLDG (MULTIPLE) - 4,015 OCCUPANTS (INCLUDES CONCESSIONS REMODEL AND LAWN SEATING AREA) REFER TO REMODEL FOR ORCHESTRA PIT, SHEET A1.0, DATED 10.30.09 "PERMIT ADDENDUM" BY MORTER ARCHITECTS SOCIAL COURTYARD (Al) : 2,820 SF = 564 OCCUPANTS J 1/11 rCVVHT0 - IVV l..nNIVVC OTHER EGRESS COMPONENTS (PER 1028.6.3) • GRFA: NO CHANGE • GRFA + SOCIAL COURTYARD: 4,579 x.06 = 275" • SOCIAL COURTYARD: 564 x.06 = 34" NUMBER OF EGRESS ROUTES: 2 STAIRWAYS - NO CHANGE OTHER EGRESS COMPONENTS • GRFA: 2@120.5"(10'-6") • GRFA + SOCIAL COURTYARD: 2@137.5"(11--5Y2'-) • SOCIAL COURTYARD: 2 @ 44" (CODE MIN) GRFA: NOT LIMITED PER CONSTRUCTION TYPE SOCIAL COURTYARD: 200' MAX PER TABLE 1016.2 & 1016.3 EXCEPTION 2: PROVIDED CODE SUMMARY NTS do LM N co Z W 0G0 C6 C6 — F- (� O Lu 01 01 L u Z ce °° `) <Z —JLu Ln V o�tv -0 0 15140- O 1 V X Woca M� DC V) Ia C V O V� C 00 Lu¢ V-0 ' en QJJ J = p W z L, z M C QJ Nt! S Q CLCN W C Q W W Q O N en OT_p00 LLJ m N co %G en 00 C5 en N N 0 N7 O1 0 1 m V � Y C � Q LL. 01 01 V LA W01 M m 0) u z W Lu co O O O C vaa' �Lu W z W Z J Z V Z Q zW �0 W LN Lu 0d Z z >ace0 VQc�n� SEAL V) w Z F— W Q J W W Z O .J o � Q� Z ZO J N O l� J N Q o D w � cry C) Q LL _ CL ISSUED FOR: No. DATE COMMENT C 9/12113 DR6 MINOR M ALTERATION D 10!16/13 PERMIT SET E 11/4/13 FOR CONSTRUCTION F 12/17/13 CHANCES TO APPROVE) PLANS KEY PLAN CODE SHEET PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY DF DB DB SHEET No. A0.2 SCALE: AS SHOWN PLAYGROUND RESTROOM cp s ABANDON 8 PVC SANITARY SEWER MAIN BY REMOVING THE CONNECTION TO THE EXISTING MANHOLE AND PLUGGING THE END WITH 2FT CONCRETE. SEX -SSMH STA.:15+ 13.55 N:1 659769.55 E:2757245.85 REMOVE AND REPLACE CONCRETE WALK AS NECESSARY TO FACILITATE SEWER CdNSTRUCTION. SAWCUT ALONG EXISTING JOINTS. REPLACE IN KIND, MATCHING EXISTING PAVEMENT SECTION, SLOPES, AND GRADES. i i i REPLACE FINISHED GRADES OF TURF AREA TO MATCH EXISTING. ALL DISTURBED AREA TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, AS DETERMINED BY OWNER'S REPRESENTATIVE (TYP). .qANITARY TREE TO BE - PROTECTED (TYP) 9 IH -4 (4' DIA.)--' STA.:12 +69.83 N:1 659529.15 E:2757205.71 = 8194 N j—I' W <1w �C/O FOR ALL SANITARY SEWER NOTES, BASIS OF BEARING AND BENCHMARK, SEE SHEET C3. H I I mmi I mmm� 10 5 0 10 20 SCALE: 1"=10' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET y NCCKnowwhat's below. TY [�OTIFIC:AT €r�N Cal I before you dig. CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 15 +50 15 +00 14 +50 IEffI0 13 +50 III R=6119 Z ❑ N r m W Z U f- 00 Q Z ] Q ❑ PI/C S ITARY Z W F Q ❑ W ❑ L\ SEWER / C7 Z � � ❑ l0 W L1 :1 Z u7 0 ❑ Q 0 N L-, La Z Q 0) 0) Q U LD 3 ® X N l� Q I N W 0) LL 0 z u LLJ D 0 z � �z �0 I� z SEAL 0� RED/ R. 11, 2014 Lu 6" LLJ Lu ti N / U O (D O ce.U � O N V� ® � o U Lu C) < LL. CL ISSUED FOR: No. DATE COMMENT 1 10/15/13 ISSUE FOR CONSTRUCTION 2 03/04/14 SEWER REALIGNMENT PLAYGROUND RESTROOM cp s ABANDON 8 PVC SANITARY SEWER MAIN BY REMOVING THE CONNECTION TO THE EXISTING MANHOLE AND PLUGGING THE END WITH 2FT CONCRETE. SEX -SSMH STA.:15+ 13.55 N:1 659769.55 E:2757245.85 REMOVE AND REPLACE CONCRETE WALK AS NECESSARY TO FACILITATE SEWER CdNSTRUCTION. SAWCUT ALONG EXISTING JOINTS. REPLACE IN KIND, MATCHING EXISTING PAVEMENT SECTION, SLOPES, AND GRADES. i i i REPLACE FINISHED GRADES OF TURF AREA TO MATCH EXISTING. ALL DISTURBED AREA TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, AS DETERMINED BY OWNER'S REPRESENTATIVE (TYP). .qANITARY TREE TO BE - PROTECTED (TYP) 9 IH -4 (4' DIA.)--' STA.:12 +69.83 N:1 659529.15 E:2757205.71 = 8194 N j—I' W <1w �C/O FOR ALL SANITARY SEWER NOTES, BASIS OF BEARING AND BENCHMARK, SEE SHEET C3. H I I mmi I mmm� 10 5 0 10 20 SCALE: 1"=10' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET y NCCKnowwhat's below. TY [�OTIFIC:AT €r�N Cal I before you dig. CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 15 +50 15 +00 14 +50 IEffI0 13 +50 III R=6119 Z ❑ N r m W Z U f- 00 Q Z ] Q ❑ Z W F Q ❑ W ❑ L\ � Z C7 Z � � ❑ l0 W L1 :1 Z u7 0 ❑ Q 0 N L-, La Z Q 0) 0) Q U LD 3 ® X N l� Q I N W 0) LL 0 z u LLJ D 0 z � �z �0 I� z SEAL 0� RED/ R. 11, 2014 Lu LLJ Lu ti N U O (D O ce.U � O N V� ® � o U Lu C) < LL. CL ISSUED FOR: No. DATE COMMENT 1 10/15/13 ISSUE FOR CONSTRUCTION 2 03/04/14 SEWER REALIGNMENT KEY PLAN SANITARY PLAN AND PROFILE PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY I TRV BY SHEET No. C4 SCALE: 1 " =10' GENERAL NOTES 1. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITY SERVICES MAY EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATION. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO THAT MINOR LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE EXISTING UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 2. CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS AND INSPECTIONS WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK. 3. OBSERVATION OF THE WORK IN PROGRESS AND ON -SITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. 4. COMPACTION TESTING SHALL BE DONE BY THE OWNER FROM TIME TO TIME AT INTERVALS DEEMED APPROPRIATE BY THE OWNER. 5. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING THERETO. 6. COORDINATE ALL WORK WITH THE TOWN OF VAIL AND THE VAIL VALLEY FOUNDATION. 7. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS AND APPURTENANCES DURING CONSTRUCTION NECESSARY TO PROTECT EXISTING ROADS AND PROPERTY AND INSTALL AND MAINTAIN EROSION CONTROL. 8. WORK HOURS AS REQUIRED BY THE OWNER. 9. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM LATEST AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 10. EXISTING GRADES: CONTOURS AND SPOT ELEVATIONS ARE SHOWN ARE FROM FIELD TOPOGRAPHY PROVIDED BY GORE RANGE SURVEYING. WORK DONE WITH THE NEW CONSTRUCTION OF EAST BETTY FORD WAY IN 2012 ARE NOT YET REFLECTED ON THESE PLANS. SURVEY IS UNDERWAY. 11. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. IF CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 12. THE OWNER WILL PROVIDE CERTAIN CONSTRUCTION STAKING. THE CONTRACTOR IS ADVISED THAT THIS MAY NOT BE ALL OF THE STAKING HE WILL NEED. ADDITIONAL STAKING WILL BE AT THE CONTRACTOR'S EXPENSE. REFER TO THE CONTRACT DOCUMENTS FOR DETAILS. 13. THE CONTRACTOR IS TO COORDINATE WITH ALL THE APPROPRIATE UTILITY COMPANIES AND SCHEDULE A PRE - CONSTRUCTION CONFERENCE 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. 14. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 15. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE ASBUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND ALPINE ENGINEERING, INC. UPON COMPLETION OF THIS WORK. CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS AND VALVES. 16. ALL CONSTRUCTION SHALL CONFORM TO STATE, COUNTY OR DISTRICT STANDARDS AND SPECIFICATIONS AND BE SUBJECT TO CONSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES. COPIES OF STATE, COUNTY AND DISTRICT STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. CONTRACTOR SHALL HAVE ONE (1) COPY OF THE PLANS AND ONE (1) COPY OF THE APPROPRIATE SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 17. THE OWNER WILL DESIGNATE STAGING AREAS. 18. ALL CONSTRUCTION ACTIVITIES AND EXCAVATING FOR UTILITY TRENCHES SHALL MEET OSHA REQUIREMENTS. 19. IF ANY GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL CONTACT ALPINE ENGINEERING, INC., AND THE PROJECT GEOTECHNICAL ENGINEER IMMEDIATELY. 20. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS, AND GROUND COVER DESIGNATED TO REMAIN IN A MANNER ACCEPTABLE TO THE OWNER AND THEIR REPRESENTATIVES.. 21. COMPACTION OF ALL TRENCHES AND BEDDING MUST BE ATTAINED AS PER SPECIFICATIONS. 22. THE CONTRACTOR SHALL INSTALL 6" WIDE TEAR TAPE 18" ABOVE AND DIRECTLY OVER EACH UTILITY LINE. THE TAPE SHALL BE PRINTED WITH THE TYPE OF LINE BEING PROTECTED. 23. PROVIDE V OF SELECT BACKFILL ABOVE CONDUITS AND LAY WARNING TAPE AS REQUIRED BY THE UTILITY COMPANIES. 24. UTILITY CONTRACTOR IS TO INSTALL SERVICE CONDUITS AS REQUIRED AND PULL STRING. 25. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE CONSTRUCTION WITH ALL SHALLOW UTILITY COMPANIES AND TO HAVE ALL WORK DONE BY THE CONTRACTOR APPROVED AND ACCEPTED BY EACH RESPECTIVE SHALLOW UTILITY COMPANY. 26. THE CONTRACTOR SHALL INSTALL PULL STRINGS IN ALL CONDUITS. 27. UTILITY PLANS REPRESENT WORK TO BE DONE WITHIN 5' OF THE BUILDING. CIVIL CONTRACTOR TO TERMINATE CONDUITS AT THIS 5' LINE AND CAP FOR FUTURE USE. END OF LINES TO BE MARKED AND AS- BUILT. PROVIDE A MINIMUM OF THREE SWING TIES TO THE END OF ANY LINE. P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 CIVIL COVER.dwg, 12/17/2013 2:16:25 PM, Adobe PDF.pc3 FORD AMPHITHEATER PHASE II IMPROVEMENTS DECEMBER 17, 2013 SITE SPECIFIC NOTES 1. THE EXISTING SEWER IS MAINTAINED BY TOV. A NEW SEWER SYSTEM WAS INSTALLED LAST YEAR, WHERE THE NEW FRONTAGE RD /ENTRY AREA RESTROOM, TENNIS CENTER, AND NEW FORD AMPH EAST SIDE RESTROOMS ARE ROUTED ALONG EAST BETTY FORD WAY. THE EXIST SEWER LINE UNDER THE NEW TENT PICKS UP THE NEW BASEBALL /SOCCER FIELD RESTROOMS, NEW PLAYGROUND RESTROOMS, AND THE REMAINING FORD AMPHITHEATER RESTROOMS AND CONCESSIONS. 2. THE SEWER LINES WEST OF THE MANHOLE UNDER THE TENT WERE TELEVISED, AND REPAIRED, BUT POSSIBLY NOT BETWEEN THE MH AND LIFT STATION. IT IS AN 8" PVC LINE, AND APPEARS TO BE VERY FLAT, AND ABOUT 10 FEET DEEP. 3. MARTIN AND MARTIN IS STUDYING THE NEED AND VARIOUS ROUTES TO RELOCATE THE SEWER LINE, WHERE IT WOULDN'T DISTURB BETTY FORD GARDENS, AND BE OUT FROM UNDER THE TENT. THIS WORK IS TO BID AS AN ALTERNATE. A SEPARATE BUILDING PERMIT IS REQUIRED FOR THE SEWER LINE RELOCATION WORK. 4. THE FOUNDATIONS FOR THE TENT AREA (MASTS, GUY WIRES, COLUMNS) ARE TO BE MICROPILES (NOT BIG GRAVITY CONVENTIONAL CONCRETE FOOTINGS) 5. PER RA NELSON, WATER AND ELECTRIC SERVICE TO THE NEW BEVERAGE SERVICE AREA CAN BE PROVIDED INTERNALLY FROM THE EXISTING BUILDING. REFER TO ARCHITECTURAL AND MEP PLANS FOR NEW ELECTRIC AND WATER SERVICES TO THE NEW BEVERAGE AREA. 6. THERE WILL BE A NEW FLOOR OR SINK DRAIN THAT COULD CONNECT OUT THE EAST SIDE OF THE BUILDING TO THE EXISTING SEWER LINE. 7. EXISTING UTILITIES SHOWN ON THIS PLAN ARE A COMBINATION OF FIELD SURVEYED AND 2012 INSTALLED. AN UPDATED SURVEY IS BEING PREPARED TO ACCURATELY REFLECT TODAY'S FIELD CONDITIONS. 8. COMCAST HAS RUN NEW CONDUIT ACROSS THE GORE CREEK BRIDGE. NEW CONDUIT SHOULD BE PROVIDED TO EXTEND ACROSS BETTY FORD WAY AND TO THE BUILDING NEAR THE TICKET OFFICE. PROVIDE SAME TYPE AND NUMBER OF CONDUITS AS ALREADY INSTALLED. COORDINATE BUILDING ENTRY POINT WITH VAIL VALLEY FOUNDATION. 9. COORDINATE WITH OWNER IF WIFI ANTENNA LOCATIONS ARE DESIRED AND IF CONDUIT NEEDS TO BE RUN TO THE ANTENNA LOCATIONS. 10. LIGHTING ALONG BETTY FORD WAY: PROVIDE CONDUITS AS NEEDED. 11. NO RUNOFF SHOULD SHEET FLOW ACROSS BETTY FORD WAY. NOT IN ANY CASE. CONTACT AEI WITH ANY QUESTIONS. 12. REFER TO LANDSCAPE PLANS FOR HARDSCAPE FINISHES. THE PAVEMENT SURFACE FOR BETTY FORD WAY IS BEING BID WITH SEVERAL ALTERNATES. 13. ELEVATIONS OF EXISTING STORM AND SANITARY SEWER MUST BE POTHOLED AT PROPOSED CONNECTION POINTS TO PROPOSED LINES. PROVIDE THIS INFORMATION TO AEI FOR POSSIBLE CHANGES TO GRADES AND ALIGNMENTS. 14. WATER SERVICE TO FORD STORY WALL: AEI RECOMMENDS THAT THE SERVICE TO THE STORY WALL BE CONNECTED TO THE EXISTING IRRIGATION SYSTEM. THE EXISTING IRRIGATION SYSTEM IS ALREADY METERED AND BACKFLOW PREVENTED. BECAUSE THE IRRIGATION SYSTEM IS BLOWN OUT AT THE END OF THE YEAR, THE SERVICE TO THE STORY WALL WOULD NOT HAVE TO BE BURIED TO STANDARD WATER SERVICE DEPTHS. 15. PROTECT ALL TOV AND BFAG WATER IRRIGATION MAIN LINES FROM DAMAGE. CONTRACTOR TO REPAIR ANY DAMAGE AT HIS EXPENSE. 16. A REVISED LEASE AGREEMENT TO ESTABLISH MAINTENANCE REQUIREMENTS IS REQUIRED. THIS IS TO BE COORDINATED BETWEEN THE VAIL VALLEY FOUNDATION AND THE TOWN OF VAIL. UTILITY NOTES 1. SEE LANDSCAPE PLAN FOR ALL TREE REMOVAL /PROTECTION, PLANTING AND HARDSCAPE FINISHES. 2. 90° BENDS SHALL HAVE A MINIMUM T RADIUS. 3. SELECT FILL DENOTES NATIVE MATERIAL WITH NO ROCKS LARGER THAN 2" DIAMETER, AND APPROVED BY THE SOILS ENGINEER. PUSH ROCKS LARGER THAN 2" AWAY FROM PIPE. IF NO SELECT FILL EXISTS ON -SITE, USE 3/4" ROAD BASE. 4. CONTACT HOLY CROSS ENERGY (970- 945 -5491) IF EXCAVATING NEAR TRANSFORMERS. 5. CONDUIT SHALL BE COVERED WITH AT LEAST 4" OF ROCK -FREE SOIL OR SAND PRIOR TO BACKFILL. LARGER ROCKS SHALL NOT BE PUSHED IN DIRECTLY ON TOP OF THIS 4" COVER. CARE MUST BE TAKEN TO AVOID DAMAGE TO CONDUIT OR CABLE DURING BACKFILL AND COMPACTION. 6. VERIFY THAT ALL TAP FEES HAVE BEEN PAID PRIOR TO CONNECTION TO ERWSD WATER AND SEWER. 7. NOT ALL EXISTING UTILITIES HAVE BEEN LOCATED. UTILITY LOCATES SHOULD BE PERFORMED AS SOON AS POSSIBLE TO ALLOW FOR POSSIBLE DESIGN CHANGES. 8. PROVIDE POLYETHYLENE WRAP ON PROPOSED WATER SERVICE. IF NEW WATER MAIN IS CATHODICALLY PROTECTED, PROVIDE ISOLATION GASKETS IN BUILDING ENTRANCE AND CONNECT SERVICE LINE TO PROTECTION. CONTACT AEI FOR REQUIREMENTS. 9. PROVIDE BID ALTERNATE PER MARTIN AND MARTIN PLANS FOR RELOCATION OF EXISTING SEWER LINE THAT EXISTS UNDER PROPOSED CANOPY LOCATION. 10. IF ELECTRIC AND PHONE AND /OR CABLE TV SERVICES ARE INSTALLED IN THE SAME TRENCH, PROVIDE A MINIMUM OF 18" SEPARATION BETWEEN CONDUITS. 11. LIGHTING CONDUIT: PROVIDE AND INSTALL ELECTRIC RATED SCHEDULE 40 PVC CONDUIT IF REQUIRED. 12. GROUNDWATER BARRIERS: TO IMPEDE PASSAGE OF WATER THOUGH BEDDING MATERIAL CONSTRUCT A CLAY GROUNDWATER BARRIER THE FULL TRENCH WIDTH, APPROXIMATELY 4 FEET LONG AND FROM THE BOTTOM OF ALL GRANULAR MATERIAL TO 1 FOOT ABOVE THE TOP OF PIPE. SEDIMENT CONTROL NOTES 1. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE APPROVED PLANS AND AS NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF -SITE. 2. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS. 3. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. ENGINEER'S APPROVAL WILL BE REQUIRED FOR ANY OTHER DEVIATION FROM THE APPROVED PLAN. 4. PROVIDE CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE. 5. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTIONN PERIOD. 6. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF SEDIMENT CONTROLS. 7. CONTRACTOR SHALL DEVELOP MEANS AND METHODS TO CONTROL SEDIMENT DURING CONSTRUCTION TO ASSURE THAT NO SEDIMENT IS DISCHARGED OFF -SITE. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. GEOTECHNICAL NOTES 1. ALL RECOMMENDATIONS CONTAINED WITHIN THE SUBSURFACE EXPLORATION PROGRAM AND GEOTECHNICAL RECOMMNEDATIONS, FORD AMPHITHEATER IMPROVEMENTS, JOB No. 11 -6029, DECEMBER 20, 2011 BY GROUND ENGINEERING SHALL BE FOLLOWED. 2. SEPARATE SPECIAL INSPECTIONS, INCLUDING REPORTS ARE REQUIRED BY THE SOILS ENGINEER FOR ITEMS SUCH AS TRENCHING OF PIPING. THE SOILS REPORT STATES UNDER PROJECT EARTHWORK: 2.1. EXISTING FILL SOILS: A GEOTECHNICAL ENGINEER SHOULD BE RETAINED SURING SITE EXCAVATIONS TO OBSERVE THE EXCAVATED MATERIALS AND PROVIDE RECOMMENDATIONS FOR ITS SUITABILITY FOR RE -USE. 2.2. USE OF EXISTING NATIVE SOILS: A GEOTECHNICAL ENGINEER SHOULD BE CONSULTED REGARDING APPROPRIATE RECOMMEEDATIONS FOR USAGE OF SUCH MATERIALS ON A CASE BY CASE BASIS, WHEN SUCH MATERIALS HAVE BEEN IDENTIFIED DURING EARTHWORK. 2.3. IMPORTED FILL MATERIALS: IF NECESSARY TO IMPORT MATERIAL TO THE SITE, SAMPLES SHOULD BE APPROVED PRIOR TO TRANSPORT TO THE SITE. 2.4. NO FILL MATERIALS SHOULD BE PLACED, WORKED OR ROLLED WHILE THEY ARE FROZEN, THAWING, OR DURING POOR WEATHER CONDITIONS. 2.5. REFER TO SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 3. DURING UTILITY INSTALLATION ALL UNSUITABLE MATERIALS SHOULD BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. 4. CONTRACTOR TO REFER TO THE TRENCH BACKFILLING SECTION FOR RECOMMENDATIONS REGARDING UTILITY INSTALLATION. IN AREAS WITH LOW TOLERANCE FOR SETTLEMENT IT IS RECOMMENDED THAT THE ENTIRE TRENCH BE BACKFILLED WITH CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL). IF FLOWABLE FILL IS USED, MEASURES SHOULD BE TAKEN TO AVOID FLOATING THE PIPE AND TO MAINTAIN CORRECT PIPE ALIGNMENT. 5. NO ROCKS LARGER THAN 6" SHOULD BE USED IN BACKFILL. 6. CONTRACTOR TO ADHERE TO ALL RECOMMENDATIONS IN THE PIPE BEDDING SECTION OF THE REPORT. 7. ANY PIPE MATERIAL INSTALLED THAT IS SUBJECT TO CORROSION SHALL HAVE POLYETHYLENE ENCASEMENT. 8. THE CONTRACTOR SHALL TAKE THE RECOMMENDED MEASURES OUTLINED IN THE REPORT IN ORDER TO REDUCE SETTLEMENT OF EXTERIOR FLATWORK. 9. IN ADDITION TO THE GEOTECHNICAL INSPECTIONS OUTLINED IN THE REPORT, THE CONTRACTOR SHALL HAVE THE PROJECT GEOTECHNICAL ENGINEER INSPECT AND PROVIDE A REPORT ON THE TRENCHING FOR PROJECT PIPING. ADDITIONAL INSPECTIONS MAY BE REQUIRED FOR FOUNDATION, CAISSON AND OTHER STRUCTURAL ITEMS. CIVIL SHEET INDEX CIVIL COVER SHEET EXISTING CONDITIONS MAP PROPOSED GRADING PLAN PROPOSED STORM SEWER PLAN PROPOSED UTILITY PLAN PROPOSED SEDIMENT CONTROL PLAN PROPOSED CONSTRUCTION DETAILS AUTOTURN EXHIBIT C01.1 CO2.1 CO3.1 C04.1 C05.1 - C05.2 C06.1 C07.1 - C07.3 C08.1 V O N N Ln co ZW ce 00 F_ Z W o O O Z F-*,off < Z �c� u :S -.2 �0 uj � a tV LL. V o ch c d ao LLI Z V LU Ln Z V Qa N�� _ CWC Lu W W L Q W Q O N WO T- CO M o p n %.G M N t 0 cn M n m C a, ch 7 Y cX UQu- n Ln W m x Imo, J V W N�3 � 0 � re W lt a m' W Z Z J cl Z U Q 121 WW W od _J�zz)z >ace 0 0 R t;i SEAL N � C9 Es c7 ZnCi F� w Z 1- W < ::E W W 0 C) Q 0 J CL CL O J � Q W 0 < LL z: CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12A 7/2013 CHANGES TO APPROVED PLANS KEY PLAN CIVIL COVER SHEET PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C01.1 SCALE: NONE 8210.4 i I // 8207.2 8207.2 LEGEND / 8201.8 8 6. / 8209.4 / --ai9 EXISTING 2' CONTOUR ST / - -$20e - EXISTING 10' CONTOUR 8 I Q / 8 // 8196.70 EXISTING SPOT ELEVATION EG EG EXISTING GAS 20 3 2 6.5 8206.9 07 2 / EPH EPH EXISTING PHONE \ / ' 8206.0 / ES Es EXISTING SEWER ry _ Ew Ew EXISTING WATER O 8206.2 8207 1 8205.8 EE EE EXISTING ELECTRIC o 1 \ 1 1 / � �� � \ / .5 / 2071 ST \ 1 S �� 8204.8 c // EXISTING CONDITION NOTES 8 0 / 1. THIS PLAN MAY NOT REFLECT ALL WORK THAT WAS DONE AS 8204.9 8205.8 / PART OF PHASE 1 IN 2012. A REVISED SURVEY IS BEING 1 11 J 8204.6 �, / COMPLETED AND WILL BE USED ONCE AVAILABLE. / 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN. THIS PLAN MAY / 8204.5 / 19 8198.2 NOT SHOW ALL EXISTING SERVICES. .2 04.5 01• 3. NO PROPOSED WORK IS SHOWN ON THIS PLAN. Flp I . 5 2045 8198.1 �lp $203.7 8198.0 / / 1 8 3,611/ ��.; 8204.5 8201.6 x 8204.4 / 82 .3 ` 8204.5 8201 / � 81 .7 3. x 8 03. INV: 8203.2 8198 0 � � � � � � � � �� 8201. 8203.4 81 �\ 97.8 7 8196.1 0 CONCESSIONS x / � / � x 8201.3 8197.8 8201.7 L / PIP @ GROUND � � � � � � 8201.5 ��96.4 ELEV: 8210.5 8203.5 ) < GAS METER � 8198.2 `? 6" PVC SANITARY SEWER. 8201.6 PIPE ENTERS / WALL @ 8213 \ \ 8201.7 / 01.6 10" PVC EXISTING STORM. \ 8201.7 / 1p GAS MARKING TAPE FOUND IN 8198.8 8195.1 \ FENCE APPROX THIS AREA BUT NO GAS LINE 8201.6 �A LOCATION EXISTING � / � �/ / . �� / \ `q9 4 STORM SEWER / TOP OF 6" STORM SEWER: 8198.67 J / o / \ 6,1-20 CLEANOUT / Ic o • INV:8198.15 . , 8201.6 \ I 8199.0 / RIM: 8203.83 �� i / \ TOP OF 6" SANITARY: 8195.61 / C / / F INV: 8195.09± / Q. � SANITARY SEWER CLEANOUT TOP ELEC: 8203.81 / j / o TOP OF 10" STORM: 8198.85 \ O 8198.8 / l l �,r9�p � OP OF 6" SANITARY: 8195.71 �' ■ � INV: 8197.99 // 819 5.7 ��AG ®� INV: 8195.19± _ \ i / / / 819 9.3 \ GG C''�� ■ 10" SDR35PVC STORM \ ` �82Q / ���- I I I F P ROX LOCATION S \ / /� I / EFCE T-EE / ■ APPROX INV: 8197.4 - 1 'RETAINING WALL / TICKET OFFICE - - - - - - - - - - - - - /--\ \\ EXISTING PAVER AREA ♦ y TOP OF CLEANOUT: 8203.53 ASSUMED TO BE STORM 821 c EXISTI � M FROM\ � ♦ � �� ; / \ \ CONCESSIONS. CONTRA OR TO F ♦ \ �e m EXISTING TREE, J C \ \ \VERIFY LOCATION AND DAYIIGHT 8202 4 - / x ♦ v"' TYP. \ \ 4195.8 P ®INT s EDGE OF ASPHALT ♦ �C\� - �� / / / / ri \ \ 200. 8202.4 ♦ �� EgTST4NG / �4 \ \ 10" PVC SANITARY SEWER LOCATI N \ `� RETAIN54 d2 � / \ \ IS SHOWN FROM 2000 DESIGN PLANS F� WALL \ � � . ♦ \ `� `: ` �_ f•' � / / / � _ /��' 3 �' / / \ AND IS VERY APPROXIMATE � _ 82024 8 .9 I � 8202.3 ♦ � , \ \ � / '� � `�� / \ EXISTING WATER TO GRFA. LOCATION TO BE �, ✓ .9 VERIFIED. SIZE BELIEVED TO BE 4" OR 6" C _/ / / l 8199.0 ♦ �`i( �\ /1 / / 8198.9 / / \ 1 / F� ♦ \ �\ EXISTING GAS TO GRFA PER OLD \ \ / / \ I �j / \ ♦ \ � ; � PLANS. CONTRACTOR TO FIELD / l / ` \ \ ♦ \ �� ��: �\ L.CATE. / / E EE 198.6 EXISTING STEPS \ ♦ �' '\ �% , I \� j Gt/ / / �S / / �` 8199.0 / EXISTING SEWER MANHOLE O � Es / + / / / APPROXIMATE END OF 2012 ` RIM: 8198.6 r� \ £ ,_� / EAST BETTY FORD WAY INV: 8188.2 / / ♦ _ EE s/ CONSTRUCTION. i COQ \ EXISTING FLAG- �� ♦ : � STONE AREA /I-- o� E `oe � \\ EXISTING / / 819�3.� / ° \ 1 / ♦ �QOp/ BOULDERS, TYP. / \ �G\ f 02.6 /� ' / I o ro 206.9 / LEGEND i � O I 6• 8206.0 07.2 // -8198 8197 PROPOSED V AND 2' CONTOUR /Q0 ( 8206.2 N 8207.1 / 8200 PROPOSED 10' CONTOUR 8 8 / EXISTING 2' CONTOUR CC) \ 1r 1 \ 5 207.1 -$- - EXISTING 10' CONTOUR ST I \ �S I 4 8205.9 / < 3.5 ° PROPOSED GRADE OR SLOPE 2 / o 97.65 PROPOSED INLET RIM ELEVATION 8204.9 8205.8 / +98.00 PROPOSED SPOT ELEVATION 204.6 / 205.8 EXISTING SPOT ELEVATION / x ❑® 8204.5 PROPOSED INLET, RE: DETAILS 8198 / 3• x 3 204.5 PROPOSED 3' MAX BOULDER WALL / 5 5 O9 CANOPY PILE CAP NUMBERING x 8209.4 8198.0 GRADING NOTES: � I / /J � I / / / // 8 3• x 8204.5 8201.6 1. LANDSCAPE ARCHITECT TO VERIFY THAT RAMP AT STAGE x 8204.4 MEETS ADA REQUIREMENTS. 2. CONTRACTOR TO VERIFY LOCATION OF CONCENTRATED RUNOFF FROM CANOPY DIVERTERS PRIOR TO INSTALLING � 3• O X8204.5 INLETS. 20 3. SEE LANDSCAPE PLANS FOR ADDITIONAL WALL, COLUMN, 8197.7 / / / / � � 3• GRADING, ETC ELEVATIONS. I 03.2 4. THE LOCATION OF THE EXISTING STORM SEWER SHOWN � RUNNING THROUGH AND UNDER THE CANOPY IS 20 2 3 APPROXIMATE ONLY. DEPENDING ON LOCATION AND 82 3 819x7.8 DEPTH IT IS POSSIBLE THAT THIS ENTIRE SECTION OF PIPE / / 8196.1 / I I MAY NEED TO BE RELOCATED. L .2 201.3 8197.8 5. REFER TO LANDSCAPE PLANS FOR PAVER, PAVER BAND AND WALL SPECIFICATIONS. 819 6. 4 0 I i \ \ 201.5 6. REFER TO LANDSCAPE PLANS FOR EXISTING TREES TO BE ,r PRESERVED AND EXISTING TREES TO BE REMOVED. NEW FINISHE \ TAO \ 81x8.2 8201.6 7. CONTRACTOR TO HAVE ALL UTILITIES LOCATED PRIOR TO \ / co MATCH EXISTING - 8 8201.7 START OF GRADING OPERATIONS. 3 o .94 (EX) 3 8. WALL ELEVATIONS NOTED ARE FROM BEW (BOTTOM OF EXPOSED WALL) TO TOW (TOP OF WALL) AND DO NOT � \ UTURE 8201.7 4.00 (EX) � � � INCLUDE FOOTER OR KEY DEPTH. OOMS 9. PLANTING AND IRRIGATION PLAN BY OTHERS. 10. ALL RETAINING WALLS GREATER THAN 3' TALL (EXPOSED x /r BEW: 8207.15 i P OPOSE .8 _ HEIGHT) ARE TO BE DESIGN BUILDING BY CONTRACTOR 819 5.1 8201 6 TOW: 8210.0 \' _ CQN ESS O 0 '9 AND REQUIRE A SEPARATE BUILDING PERMIT. SUBMIT .65 3.96 (EX) STAMPED /SIGNED SHOP DRAWINGS TO ARCHITECT AND BEW: 8203.65: / 56 3.84 '1 ARCHITECT AND OWNER PRIOR TO INSTALLING. TOW: 8206.65 8��@ �� \ 3.67 v 8201.6 11. ALL RETAINING WALLS TO HAVE A SUBDRAIN INSTALLED. 3 . .7 k60 3.77 FENCE RE: 3.34 r 3.42 LANDSCAPE PLANS / . ° \ 8.33% / 3.4 81Q�� ° \- �� \�� �j /� // /� 8199.3 CONTRACTOR TO VERIFY ALL I 33 �° 4 6 RISERS \ ` �82o EXISTING TREE LOCATIONS. EX ° ° 3.. 3.55 20" TREADS \ REMOVAL AND PLANTING RE: TW:�4.5 6 e -1 ) VERIFY WITH LANDSCAPE ARCHITECT L------------ - - - ARCHITECT, / ° \° 56 8193.9 > �"' ' ' / - - - -- - -- -� \ \ 0 / I 0 3.41 -IV 17 : 203. � , � � � - � 8 � � � 0201 � 210 8199. :o TW:20 02.5 � 20 201.6 TW:04.5 1 9\ 5.8 v2.1r201.5 X \ / � (P 01. o � � ''-- 2\ / 820.- \ \ , �" PROPOSED CAN0'P LET, TYP. / / - // 200.4 '� I T 1. j - ° \ °" _, 201.5 1.6 � - / T 4. 213 THE ADA PATH AS SHOWN ON THEaEPLAWI IS - X20 5 NOT A MARKED OR DELINATED PATHWAY. THE i - / AR�HITECT TO VERIFY RAMP ' / \ 201 ''\\ o \ LINES /PATH ON THIS PLAN SHOW WHERE GEOMETRY MEETS ADA / g o \° O� \ / COORDINATE CONNECTIOl�S TO / ° o° GRADES HAVE BEEN SET IN A MANNER THAT � REQUIREMENTS. 99 37 2 W 03.5 s ' T 3.5 ° \ OMPL[ES WITH THE ARA ACT. / EXISTING WITH LANDSCAPE I- - 99.8 / � \ ° \° 8202 \ \ / ARCHITECT ©o + _ 98. , / ` o0 200. / / / / \ \ i \ ` ✓ 200.1 1 �.0 / W:202.4 T1N:0 .0 \ / .9 - ING SE ER MANH E? � � - /� �. � 5 e/ _ T BEA ANDONED �� _ �/ \/ ° ,-i \ �� o �, 820$ / _ L �_ - � � TW:03.0 0 \ �. COMBINATION PAVER BAND & / / + 1 63 / �' y �� \ \ 18" CONCRETE PAN TO PREVENT RUNOFF TO BETTY / / + + + �°8i98 6 + + + + + I FAD WAY. SEE SITE SPECIFIC NOTE #10 REGARDING / + + +++++++++ \ \ / \ / ' 82i �C \ RUNG TO BETTY FORD W Y. CONCRETE COLOR / + + + + + + + + + + + + + + / o 6/:201.6 / t + / / I 8.7 _' .0 PER LAND D APE ARCHITECT. EE DETAIL F 7.1 / + + + r + + + + + + + + + + ++ + + + + + + + + + + + + +� / / \ S C S /CO + + + + + + + + + + + + + + + + \ / 206;.1 SEE ARCHITECT LANS F?R i `� TW:02.5 8201 - \ > + + + + + + + STACES / / I oo > V + + + + + + / / \ I� �, / ) + + + + + + + \ i� LOCATION OF � ONCENTRATED �� \ i I 007.3 y o / + ' + + + + + / \ DRAINAGE FROM �CANOPY TO BE 1° / I 9 201.7,E /�( \ g` / + +' ++ + + + + + + + + + + + + + + + +� Y \ \ VERIFIED BY ARCHI�ECT. INLET TO 97. 1 / \ 99.5 1.6 / / \ + + + + + + + + + + + D BENEATH AT THIS POINT, \ j / / + + + + +++++ + + + + + + + + + + + + j 98.43 �' TW:01.6 8200 gg g5 _ 9.14 + + + + + + + + + + + + + + + + + + LOCATE /TYWALALL I LETS I / H _ _ + + + + + + ++ + + + + + + + + + + + + + + + + +� + + + �� �/ 99.38 99.14 + + + + + + + + + + + + + + + + ++ 98.4 / \ + + + + + + + + + / + + + + + + / .26 I /y 98 j + + + + + + + + + + + ++ + \ `\ TW:20 1_ \d / 99.56 $,egg I + + + + + + + + + ++ / O8 g�IZ J PROPOSED AREA ry + + + ++ + + + + +' / j < INLET, TYP. I o 8.2E � _ 98.80 I + + + + + + , 199 + / + + + 200.0 � T .0 + + + EXISTING INLET - -- 96.7 ++ ++ + +i a / f � ® E � 99r .1 o I � RIM: 8196.14 ( -o,� ' � INV IN EAST (4 "): 8194.69 11 ` 987. �O X` rn / INV OUT SOUTH (12 "): 8193.84 X11 + i 8 � � 98.10 \� 98.14 \° 98.60 ry � .. L,_ �l/ o �', + / 8198 / 96.2 ��_ ° 98.6 + ++ - - - 97.45 j - 0 98.5 \ GRADING / 97.53 �; d / o° �\, + / H.P. / 97.91 �o +� REVISIONS \ , L��L/ ° 97.40 �s PP�N + ADA PARKING AREA + .31 0 + + + + 0 \0 / _ - 97.56 N 97.52 \ ^'/ \° 97.72 97.37 ° N - .. _ 97.3 �^ 0 i \ + + + + + + + + + + ++ 819 7.4 / °`t 7.40 - : / + + + + + + + + + ++ 7.2 / / / / EDGE OF ASPHALT SHOWN ON THIS f ' .. ° r SIDE IS BASED ON DESIGN PLANS. 7.2 \ �� / COORDINATE WITH LANDSCAPE 135.8 96.73 96.84 87.01 97'39 PPP�N 97'1 \ ' / � ' / / / ARCHITECT TO MATCH ACTUAL FIELD ll� 197.9 -\ - .�.... .. -. p,0 97.60 9 .29 z3 8197.90 -- _ � � / / / CONDITIONS. 8197 6 / J ;'i s \ cs Y� THE ADA PATH AS SHOWN ON THESE PLAN IS . 96.7 96.91 97.13 \ o NOT A MARKED OR DELINATED PATHWAY. THE _ O LINES /PATH ON THIS PLAN SHOW WHERE -- GRADES HAVE BEEN SET IN A MANNER THAT / 195.9 8196.3 0 �� ��" / 8196.2 COMPLIES WITH THE ADA AC COMBINATION PAVER BAND & S 8196.6 8198 - 96.43 0 18" CONCRETE PAN TO PREVENT ADJUST MANHOLE LID 8197.5 8196.3 R NOFF TO BETTY FORD WAY. COLOR TO FINISHED GRADE 8 7.1 PER LANDSDCAPE ARCHITECT. SEE - �� ADJUST WATER VALVE 8196.6 DETAIL F /C07.1 8199.7 BOXES TO FINAL GRADE. 8197.6 8196.2 8196.2 990 8199. . 8197.0 � I 8197.8 8196.3 0 8198.2 199.8 81 7 0 196.3 8199.1 / / ; / � ACT TO O REMAIN IN SAME / GENERAL LOCATION AT NEW gg 9 / �� i / GRADE OF 5% (MAX) SLOPE. 8197.3 m 8198.1 / / S cn / 195.4 195.5 \ 8199 9 / / ' o E '� / OUTLET HAS R PRAPPVC. -r �. \ / O 8 .8 0 ; 3 / PROTECTION. 195.2 195.4 1 \ 195.0 ( : 00 \ 8198• / ( C EL PH 1 / NOT : FLAGSTONE TO BE \ \ \ . �� \ 8198.4 + \m L RE�IIOVED AND REPLACED IN / \ 8194• 8198.7 \ ' 95.08 i SAME CONFIGURATION AT NE� il 198.2 1 J I ' 8194.4 P�20POSED GRADE. 81943 8194. / \ 0 \ \ 8194.1 / 8 X90 -, O.1 x 878 � 819' + 8194.1 8189 \ \ / / GRAPHIC SCALE 1 U 0 5 10 20 40 \ SCALE: 1' =10' P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 GRADE.dwg, 4/11/2014 8:54:52 AM, Adobe PDF.pc3 V O N N Ln co ZW ce 00 Z O W W C14 O c, � Z QZ �c� u :S O 1 '- a tv LL- V Iti o 0 c ao Lu V -0 M m J V J Z V "' s- Z V Qa N�� _ CWC LLI W Lu L Q W Q O N W0 T- CO N � M a p t 0 M N M cn C O O C G m , 7 Y cX < LL. V un Ch W m x vetch J V W � Q � N Z3 � W W Z Z J Z W Z) W W ce J Z Z CL ua �n SEAL w Z 1- W < ::E W W O C) O J CL CL O J � r_ Q W 0 < LL Z: CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS 02/14/2014 GRADING REVISIONS 04/11/2014 GRADING AND STORM REVISIONS KEY PLAN GRADING PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. CO3ol SCALE: 1 " =10' CONESSION AREA STORM AND j \F,r / f, / // / EXISTING 4" STORM. APPROX INV:8199.90 // v LEGEND � � O O �� / / I / / LOCATION AND ELEVATION TO BE / r 1 LN Ln S U B D RAIN ENLARGEMENT\ \ / / / VERIFIED AND PROVIDED TO AEI. / -8198 8197 PROPOSED V AND 2' CONTOUR O V _ co co SCALE: 1" = 5' EXISTING INV: 98.5+ , �' / I I / l / $200 PROPOSED 10' CONTOUR Z w O O CONNECT TO PROPOSED // / / I / \ / EXISTING 2' CONTOUR F_ SUBDRAIN / I I l I \ / $Q EXISTING 10' CONTOUR O O PROPOSED STORM SEWER V) V O Lu - - - - - - - - - - - PROPOSED 4" PERFORATED SDR35 PVC Z O eh _ / �n� e \ \ \ ° EG EG EXISTING GAS Q Z M / \ ` EPH EPH EXISTING PHONE Z oh � Es Es EXISTING SEWER V !s o 00 I I / \ - Ew Ew- EXISTING WATER XX N / / - EE EE- EXISTING ELECTRIC O W �= a 02 a iti u- ° � PROPOSED GRADE OR SLOPE � � c V O , V, � O L e 4" S TUB TO C • � � 3.5 /o F TO ROOF DRAIN RE, • O ARCH. PROVIDE E ST �w o 97.65 PROPOSED INLET RIM ELEVATION Q Step \ o, V TO AEI. ti + 98.00 PROPOSED SPOT ELEVATION U ` �4�N Tp - \ \ F� �� `� 8196.70 EXISTING SPOT ELEVATION Z - j CONNECT BUILDING SUBDRAIN (INV�97 6 ` E Bq/vz)o - \ / o �� \ k • ❑■ PROPOSED INLET, RE: DETAILS Z M G Q 4" PERFORATED RIGID 'i Fp / /�v Q o TO SOLID PIPE (INV: 97.1) �+ °� ti . Q N N _ SDR35 PVC SUBDRAIN ®` / ,r ri INSTALL CLAY DAM AT CONNECTION ��� w �� . - PROPOSED 3' MAX BOULDER WALL W U W W / INSTALL SUBDRAIN BET FN�PAVER •. ®0 0 . Q W Q \ / � AREA AND PROPOSE TEPS AND � • / RAMP. SEE DETAIL F /C07.2 ' /8 ti a N BOULDER WALL NEW ROOF DRAIN. / \ \�� �� \ STORM NOTES. M � O e,, co SUBDRAIN.INV:201.00 INV: 97.8 / �, W o CO N �G 4" PERFORATED RIGID �]�� / \\ a / INV: 8197.99 (EXIST) 1. CONNECTION TO EXISTING STORM SYSTEM MUST BE LOCATED 4) o M n SDR35 PVC SUBDRAIN ) \ 4" PVC �� SS VIERTICALL AND HORIZONTALLY PRIOR TO INSTALLATION OF PROPOSE N P RELOCATE 10" STORM AROUND CANOPY PILE CAP STRUCTURE cn F. INLETS AND PIPE. GIVE FIELD LOCATED INFORMATION TO AEI 1 WEEK o 4" SOLID RIGID SDR35 PVC PIPE / / �' 8 \ - 6 "x6 "x6" TEE / 10" SDR35 PVC @ 2.03% PRIOR TO CONSTRUCTION FOR DESIGN ADJUSTMENTS TO PROPOSED -6 p is C G FROM ROOF DRAIN. / 6 "x4 "x6" TEE -0 45° BEND > N / / \ INV:97.03 `, 20 v^ INV: 8197.85 STORM. v cY / \ f 2. IF DIFFERENCES IN INVERT ELEVATION ARE FOUND BETWEEN THE y c 45° BEND \ L 3.3� _ -' - "' ' 3.6 CONNECT EXISTING 6" STORM FROM TICKET OFFICE TO STURCUTRE TABLE AND THE PLAN, CONTACT AEI FOR CLARIFICATION. 0 / o ` RELOCATED 10 STORM 3. ALL UTILITIES TO BE LOCATED PRIOR TO THE BEGINNING OF U i INV:96.90 \ -- e 1p� E CONSTRUCTION. ` � Ln CONTRACTOR TO VERIFY ALL / p o CONNECT PROPOSED AND EXISTING 10' STORM ° j r\ N EXISTING TREE LOCATIONS. ` f,� 6" DR35 Pv o �' (EXIST) 4. MINIMUM PIPE SLOPE TO BE 2.0 /° UNLESS OTHERWISE NOTED ON PLANS. (D _� O t_; �/' INV: 8197.44 EXIST 4' PERFORATED RIGID , 3.4 3 55 °�° = 23 / �-� 5. ALL STORM SEWER PIPE TO BE SDR35 PVC UNLESS OTHERWISE NOTED. m x J SDR35 PVC SUBDRAIN / REMOVAL AND PLANTING RE: 19r = "„ C W _ 6" SDR35 PVC 1 a W � THE PROPOSED WATER LINE AND /OR THE PROPOSED STORM SEWER iii pp ch V / I I ARCHITECT, TYP. @ 5 DELETE SUBDRAIN eti e SHALL BE INSULATED AT ALL CROSSINGS PER ERWSD SPECIFICATIONS. W o �, r - AT TRENCH DRAINS Q n ? W _ _ 6. EXISTING STORM PIPING SHOWN ON THIS PLAN IS BASED ON PREVIOUS a W Z /� - - - -1 - I \ \ �/ ° F 22 `�' DESIGN PLANS AND POTHOLING. CONTRACTOR TO VERIFY ELEVATIONS W 3.34 - \� \ \ \ 6 PV`s @ 2.00 /° �, / \ AT ALL CONNECTION POINTS TO EXISTING. U Z �y \ Q \ cA - o 7. ALL STORM SEWER TO HAVE TRACER WIRE PLACED ALONG THE pC Q Ll SO ------ - - - - -- \ \ �� ® p� p o o - �A 45° B9ND - - 21 3 4 ALIGNMENT FOR FUTURE LOCATING PURPOSES. w W \ \ INV:96.67 / ,17 I ��' 8. RIM ELEVATIONS IN SOFTSCAPE AREAS (FENCED AREA AROUND J Z r COVERED STAGE AREA AND RAMP AREA TO BE VERIFIED WITH _ a Z od SOLID INV: 96.98 �� / \ \ � � / (1 ) / ) > O ° ~ I \ \ � � \ I ! ✓ LANDSCAPE PLANS AND AEI. 45 BEND D 0 \ \ 1 02.5 % \ 3 \ - J INV:96.90 8.33 / / \ \ \ \ / s PE F INVL 97.0 \ \ \ \ . / E.\ 1. I ® / ��,? Ass\ 2'x2' INLET SEAL \ \ „ ° /T ��� x I�� \ \ / 2 � �' RIM:8202.00 \ @ TRENCH i „ � INV IN (W):8199.00 ` 3 \ \\ 6 PVC @ 2.00 /o 2 10" NV IN (EXIST, N): 8195.78 - _ 45° BEND �+ IM: 820 .10 20E. ° \ INV:96.43 I ♦ 45° BEND I V: 8199.35 `�s �" INV OUT (EXIST, S):8195.68 - / \ I "off° INV:96.81 �< \ EXISTING I VERT TO BE VERIFIED PRIOR TO \^ PROVIDE CLAY DAM AT /O 6x8 / ` a 'I TART OF M CONSTRUCTION. / \ ALL SUBDRAIN �'�� X9,7 T ENCH DR e �_ \ ,, (J INCREASER IM: 8203.E 6" PVC @ 2.O�Io / - .� 1 / \ / CONNECTIONS, TYP. 99.8`. 45 °BEND - , / I 19 8 82i'2 \ '/ / \ 0 \ / I "x „TEE / / \ . � INV:94.65 / / � \ / \ \ I b SLOPE CHANGE / ♦ 2 \ 4' DIAM MANHOLE f / \ A 0 IN •97.03 8 "x6 "x8" TEE / !�� r, $2 RIM:8199.66 / 45° BEND - / \ i INV: 9'63 I \ / / / \ \ / / \ \ 1 I / a 0 . "5 05! 6" INV IN (E):8195.61 v, 8' INV IN (W):8194.00 INV:96.67 � �' \\ \ ' / I � INV:99. 1 •♦ ^� 0� 0 � ' J, �/ \ PIPE OVER BEAM 10" INV IN (EXIST, N): 8193.73 \ / / INV: 94.5 ( 10" INV OUT (EXIST, S):8193.53 PE N4E�j BEAM ° \ , 1 ; ` EXISTING INVERT TO BE VERIFIED PRIOR TO / / / I 8.7,x`- INV: 9 00 - INV: 95.25 ♦ 1 �� \ \ / I� / / \ \ START OF STORM CONSTRUCTION. / \ 1 ♦ "> v> 2 8x6 x8 TEE \ \�i �/� / I �� � ♦ �\ 1 _ � m � __ / / INV: 94.54 Q °�O , \ Id's A -, \ ` 8201- ® ® I I 6" SDR35 PVC \ �� �DO�� / ,�.�� 1 ♦ "` ®� 12" JOSAM INLET V 6E 1 / �P i 1 _ ` \ RIM.99.14 6 ®2.5 I � / � i @ 10.0% FO G @� � AL �� I � � �,� o i \ J I I INV:96.14 / _ I 1 22.5 BEND �3�� \ ° \� ` `� I �� O I ` o 2.00°/ 1 l y� I 1 \ % INV. 94.41 `� < ,�i / / '' /�' / `/ oo �, ; , �p0 ° cov @\ 1 , I 1 / \ I / 94/69 DROP TO 94.43 �, 70�ENQ# CAN BE USED TO I 94.69 OP TO 94. 2 \ \ / PROVIDE DROP d / TWO BENDS CA E USED / 20 ` -- 8 "x6" WYE 13 l TO PROVIDE OP I 45° BEN S / / OSDR35 PVC \� 6 SDR35 PVC / INV.96.43 - ` , / � � � � // \ 0.90% INV: 94.36 � ,..'* �;'��� . , 43 �\ / � ! 1 - � u�2.0� QSS i' / -_ �'+ a� 6,� SDR°35 PVC I , / / \@ @2.00% �E5 / � � _ / 1 9 . PROVIDE CLAY DAM A ES ALL SUBDRAIN 4 ,O � CONNECTIONS, TYP. � ® o 199 � ii EXISTING INLET _ - - _ 45° BEND`'' °`9 / ° "x6 "x$" TEE E / ee 'Pill \ 3® RIM: 8196.14 INV: 95.27 "'\ rn o `rp 4F \�I, PROP INV IN E 8" 8194.04 I \ �O INV: 94.28 \ 1EX INV IN EAST (4 "): 8194.69 (ABANDON) ! 8 n $; SOS _6�SDR3 5 PVC 11-c �'Irr 6 INV OUT SOUTH (12 ). 8193.84 „ 080 „ . @ 10.0 /° s �^� �\ �M3 _ 6 SDR35 PVC �, r � � � F,� � E� eE 'M3 @ 2.00% 81 8 x E5 o \'-RV-___ _M3 _ - / � 45° BEND Ea . - 7 65 � 8 98 � 6 �,® _R� _ _. = _ M3 _M3 _ _ - NV: 94.90 A \ _8"x6 „x8„ / / F, 2 / `� j 93 ' 1 Nj y E5 � -RV _ EE - Aj IA3 - M_ - \ 'R I¢ \ \ _ 9 .3 _ , l ES / M3 -�3 M3 / -- -R1.� �� Q ES W \ E / Rig 53 � 3 EE ■ REVISE RIM 6 "x$" �S/ `�7 r ° \ / �, -t % t \ 53 � S EE --■._. EE EE ELEVA NS INCREAS S � _ _ - - \ 8 6` 53 1g�\ 97.1 I W / _ERV _ EE_R - - -R �E €� I Y � • / �/ EE 3'�j i 1p Y I ll 1v ■ \ \ ■ / L) I EE EE EE EE EE EE EE EE EE EE EE EE EE E EE EE EE SEE EE EE / / 0 \ \ \ -\ ■ / C \ \ ■ cp \ 1�; / PH `�� / INLET STRUCTURE TABLE \ \ \ ■ ��� o / ES? °" ES? / \ \ \ ■ ES / \ \ \ \ \ \ ■ -� I �� El INLET I.D. TAG _A� (:T 0- \ \ - - - - -� 819p \_ / 87 (36 a V► a GRAPHIC SCALE 0 5 10 20 P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 STORM.dwg, 4/11/2014 8:57:32 AM, Adobe PDF.pc3 INLET NO. RIM ELEVATION INVERT ELEVATION A RIM TO INV OUT INLET DETAIL 1 8203.10 8199.68 3.42' CURVED TRENCH DRAIN 2 8202.75 8199.66 3.09' A &B/C07.1 3 8202.75 8199.25 3.50' A &B/C07.1 4 8199.14 8196.14 3.00' E /C07.1 5 8199.66 8193.50 6.16' B /C07.3 6 8200.50 8194.64 5.86' A &B /C07.1 7 81y9.50 I"J 8C�,,, 3-5Q 4& 2�C8 1-- 8 8197.31 8194.83 2.48' E /C07.1 9 8199.50 8195.30 4.20' A &B/C07.1 11 8198.43 8195.43 3.00' CURVED TRENCH DRAIN 12 NOT USE 13 8197.75 8194.43 3.34' A &B/C07.1 14 8198.75 8195.39 3.36' A &B /C07.1 15 8199.80 8195.45 4.35' A &B/C07.1 16 8200.00 8196.35 3.65' TRENCH DRAIN 17 8202.50 8198.38 4.12' A &B/C07.1 18 8202.50 8198.80 3.70' E /C07.1 19 8201.56 8196.82 4.74' TRENCH DRAIN 20 8203.34 8199.81 3.53' C /C07.1 21 8202.75 8198.16 4.59' A &B/C07.1 22 8203.10 8199.35 3.75' CURVED TRENCH DRAIN 23 8203.39 8197.38 6.01' TRENCH DRAIN 24 8199.40 8194.70 4.70' E /C07.1 25 8201.40 8197.91 3.49' E /C07.1 REVISED RIM ELEVATIONS a SCALE: 1'=10' ISSUED FOR: No. DATE COMMENT 1 10/16/2013 w Z 11/13/2013 I- w 12/17/2013 Q ::E w iy > 0 GRADING AND STORM � o _ g _j Lu 0= LL CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS 04/10/2014 GRADING AND STORM REVISIONS a�ol�iw.m STORM SEWER PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C04ol SCALE: 1 " =10' i / i / \O O F e __RW_- / -R6/ I I I I I I I I I P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 UTIL.dwg, 2/19/2014 9:51:50 AM, Adobe PDF.pc3 , 1 \ 1 1 1 1 1 / i, II i / /F�, I / / X i - _ / / \ GAS, PHONE, ELE RIC AND WATER , TO NEW CONCESSIO BUILDING TO BE - P \ / PROVIDED FROM EXI TING BUILDING. INSTALL TRACER WIRE ALONG \111P ALL PROPOSED SANITARY AND STORM SEWER Ff FUTURE RESTROOMS INSTALL CLEANOUT < / / <N \ / NOTE: WATER FEATURE LOCATION AND DETAILS NOT CURRENTLY KNOWN. PROPOSED TO f E CONNECTED TO ADJACENT IRRIGAITON SYSTEM SO / THAT IT CAN BE B OWN OUT /WINTERIZED IN THE WINTER WITH THE REST OF THE FACILITIES/ WATER SERVICE SIZE, TYPE, ETC TO BE COORDINATED WHEN WATER FEATURE FINALIZED. F� COORDINATE WATER I \ / SERVICE WITH ARTIST / AND ARCH. 441 I Q (_) ! L20 j Q � 1- ,\ z�� W `sQQ co \ �O 0 / _�_ 1 ___ ■ M3 \ M3 M3 M3 _M3 - ■ M3 -r-M3 M3 M3 \ _R ■ _M3 - _RI¢ � ■ ■ E E � EE � EE --■-- EE EE S3 PROTECT E� HG -R1� ■ s3 S s3 �aRY SEWER Fr~ ss _ EE ■ ■ ■ - ■ EE EE EE " FF_ EE -7 EE EE EE ■ EXISTING SEWER MANHOLE (INSTALLED 2012) ■ EXISTING SEWER MANHOLE RIM:8197.76 ■ ADJUST RIM TO ELEVATION: 8197.47 ■ EXIST INV IN(N):8187.06 ■ EXIST INV IN(E):8187.76 ■ EXIST INV OUT:8186.76 ■ PROPOSED INV IN:8192.39 i ■ ■ ■ ■ ■ ■ ud� �l I t" , j r:Y� CONNECT EXISTING TICKET OFFICE SANITARY SEWER TO PROPOSED. EXIST All 111RI'm CLEANOUT TO REMAIN ,, w.j IN 10" SDR35PVC STORM APPROX INV: 8197.4 SANITARY INV: 94.50 STORM INV: 96.72 PROVIDE 3" RIGID INSULATION ABOVE SANITARY SERVICE FOR 10'EITHER SIDE OF CROSSING LEGEND 8198 8197 PROPOSED V AND 2' CONTOUR 8200 PROPOSED 10' CONTOUR _ EXISTING 2' CONTOUR EXISTING 10' CONTOUR PROPOSED STORM SEWER EG EG EXISTING GAS EPH EPH - EXISTING PHONE ES ES EXISTING SEWER Ew Ew EXISTING WATER EE- EXISTING ELECTRIC - PSS PSS e PROPOSED SEWER SERVICE PWS PWS PROPOSED WATER SERVICE PC PC PROPOSED CONDUITS FOR COMCAST PS PS BID ALTERNATE SEWER RELOCATION AS SHOWN ON MARTIN AND MARTIN PLANS. 0 PROPOSED CLEANOUT 3.5% PROPOSED GRADE OR SLOPE 98.00 PROPOSED SPOT ELEVATION ❑® PROPOSED INLET, RE: DETAILS PROPOSED 3' MAX BOULDER WALL UTILITY NOTES: 1. ALL EXISTING UTILITIES (MAINS AND SERVICES) TO BE LOCATED PRIOR TO THE BEGINNING OF CONSTRUCTION. 2. PROPOSED SEWER SERVICE TO BE EITHER YELOMINE OR C -900. 3. CONTRACTOR TO COORDINATE WITH THE TOWN OF VAIL AND THE VAIL VALLEY FOUNDATION FOR ELECTRIC, GAS, PHONE, AND OTHER SERVICES THAT MAY BE NEEDED UNDER THE CANOPY. 4. IT IS ASSUMED THAT ANY NEW IRRIGATED AREAS WILL BE CONNECTED TO THE EXISTING, ALREADY METERED IRRIGAITON SYSTEM. IF THIS IS NOT POSSIBLE CONTACT AEI. 5. CONTRACTOR TO COORDINATE WITH THE VAIL VALLEY FOUNDATION REGARDING THE INSTALLATION OF COMCAST INTERNET. COORDINATE BUILDING ENTRY LOCATION AS WELL AS NUMBER AND ROUTING OF CONDUITS. 6. COORDINATE WATER SERVICE LOCATION AT BUILDING AND SERVICE SIZE WITH PROJECT MEP. 7. COORDINATE WATER SERVICE AT STORY WALL WITH MEP. 8. PROVIDE CONDUITS FOR LIGHTING AS REQUIRED. 9. CLEANOUT MATERIAL AND LOCATION TO COMPLY WITH THE LATEST ADDITION OF THE INTERNATIONAL PLUMBING CODE. 10. INSTALL TRACER WIRE ABOVE PROPOSED SANITARY SEWER SERVICE FOR FUTURE LOCATING PURPOSES. 11. SEWER LINE RELOCATION UNDER THE CANOPY IS A SEPARATE BID ALTERNATED. SEE PLANS BY MARTIN & MARTIN. COORDINATE ENTRY LOCATION OF COMCAST CABLE TO BUILDING WITH THE VAIL VALLEY FOUNDATION. SEE SHEET 22.5° B D �,, C01.1, NOTE #8, SITE SPECIFIC NOTES. �S ®9 INV / - �' INV: 94. a INSTALL v - SIP ♦ CLEANOUT s 0 22.5° BEND o �*0 INV: 94.03 I "'� 22.5° B EI D 4V INV: 93. 5 SANITARY INV: 93.62 STORM INV: 94.68 PROVIDE 3" RIGID INSULATION ABOVE SANITARY SERVICE FOR 10' EITHER SIDE OF CROSSING EE/ E I TIN W R ANH LE o E I TING 1 .6 6 E ABAN HIT T \�NSTALL / E5 I H `�EANOUT O EE / 4.1s 0 01 / / I NV: 92.74' ES o- ., d o 11-e '9 TF E� �. a o S. INV: 93.31 \ C < R 6" C -900 @ 2.00% 10" SDR35PVC APPROX4NV. 8193.10 6.. C -900 6S � �` _04 O �/ @ 2.00% S/ �F, �� / %� INS LL CLEAN94J� ��/ ---o� P R IN $2 - n /y S DR 4YE TO EXIST @ 8.14± - W Est° M3 M3 M3 3,� INSTALL SAME NUMBER, SIZE AN TYPE OF CONDUITS AS PREVIOUSLY INSTA ED. M3 M3 E E5 / S � `+� / • W S s3 - _ -- - -R- a� I ■ �, W -RV EE EE � �% a � W ■ EE I W ' �^ a I U ' \ a EE EE E EE • 0- ES? � PH OJ. ES1 ES / ��. ` COMCAST INSTALLED CONDUITS FOR CABLE GRAPHIC SCALE INTERNET IN 2013. CONTRACTOR TO CONNECT TO EXISTING CONDUITS AND 0 5 10 20 40 EXTEND TO TICKET OFFICE. INSTALL SAME NUMBER, SIZE AND TYPE OF CONDUITS. PROVIDE PULL STRING. SCALE 1' =10' V O N N OR OR Z °u 00 00 Z O W c SEWER DESIGN ASSUMPTIONS: Z ST • SERVICE TO BE 6" PVC AT 2% MINIMUM SLOPE. MINIMUM QZ �C� DESIGN SLOPE IS 4.71 % u :5 ® ° ° •CAPACITY ° Q peak = 150 gpm = 0.3342 cfs Vpeak = 5.1 fps at 2% o j � eti C i Op tv LLI Depth of flow = 2.2 inch = 37% Qfull H U i M J V ° • AVERAGE FLOW Z V Qa N�� Qavg = 100 gpm = 0.2228 cfs Ce z CWC LJJ W Lu L Q W Q Vavg = 4.5 fps at 2% ST S M n Depth of flow = 1.8" O C G mV� Y cX < LI n •MINIMUM FLOW TO ACHIEVE SCOUR Ln Qscour = 7 gpm J W N�3 � d 2 W Vscour = 2 fps W Z T Y I Z J Z W W W Ce B N I G . > CL W Va�i SEAL LEI Z �- W < ::E W Lu O Q 0 CL CL O ONNECT PROPOSED LINE TO J � <> Q VERY PPROXIMATE W INV:8199.6 0 < LL z: i ISSUED FOR: EXISTING 1.5" COPPER DATE INSTALL WATER SERVICE BETWEEN 10/16/2013 CLEANOUT BUILDINGS, PROTECT. 11/13/2013 CONSTRUCTION £ 12A 7/2013 CHANGES TO APPROVED PLANS VERIFY SANITARY SEWER SERVICE 4 C900 SIZES AND INVERTS WITH PROJECT DR 18 ti I MEP ENGINEER. PITS / INSTALL CLEANOUT ti 1 fr� ASSUMED TICKET OFFICE BOF: 8199.7± / _�_ 1 ___ ■ M3 \ M3 M3 M3 _M3 - ■ M3 -r-M3 M3 M3 \ _R ■ _M3 - _RI¢ � ■ ■ E E � EE � EE --■-- EE EE S3 PROTECT E� HG -R1� ■ s3 S s3 �aRY SEWER Fr~ ss _ EE ■ ■ ■ - ■ EE EE EE " FF_ EE -7 EE EE EE ■ EXISTING SEWER MANHOLE (INSTALLED 2012) ■ EXISTING SEWER MANHOLE RIM:8197.76 ■ ADJUST RIM TO ELEVATION: 8197.47 ■ EXIST INV IN(N):8187.06 ■ EXIST INV IN(E):8187.76 ■ EXIST INV OUT:8186.76 ■ PROPOSED INV IN:8192.39 i ■ ■ ■ ■ ■ ■ ud� �l I t" , j r:Y� CONNECT EXISTING TICKET OFFICE SANITARY SEWER TO PROPOSED. EXIST All 111RI'm CLEANOUT TO REMAIN ,, w.j IN 10" SDR35PVC STORM APPROX INV: 8197.4 SANITARY INV: 94.50 STORM INV: 96.72 PROVIDE 3" RIGID INSULATION ABOVE SANITARY SERVICE FOR 10'EITHER SIDE OF CROSSING LEGEND 8198 8197 PROPOSED V AND 2' CONTOUR 8200 PROPOSED 10' CONTOUR _ EXISTING 2' CONTOUR EXISTING 10' CONTOUR PROPOSED STORM SEWER EG EG EXISTING GAS EPH EPH - EXISTING PHONE ES ES EXISTING SEWER Ew Ew EXISTING WATER EE- EXISTING ELECTRIC - PSS PSS e PROPOSED SEWER SERVICE PWS PWS PROPOSED WATER SERVICE PC PC PROPOSED CONDUITS FOR COMCAST PS PS BID ALTERNATE SEWER RELOCATION AS SHOWN ON MARTIN AND MARTIN PLANS. 0 PROPOSED CLEANOUT 3.5% PROPOSED GRADE OR SLOPE 98.00 PROPOSED SPOT ELEVATION ❑® PROPOSED INLET, RE: DETAILS PROPOSED 3' MAX BOULDER WALL UTILITY NOTES: 1. ALL EXISTING UTILITIES (MAINS AND SERVICES) TO BE LOCATED PRIOR TO THE BEGINNING OF CONSTRUCTION. 2. PROPOSED SEWER SERVICE TO BE EITHER YELOMINE OR C -900. 3. CONTRACTOR TO COORDINATE WITH THE TOWN OF VAIL AND THE VAIL VALLEY FOUNDATION FOR ELECTRIC, GAS, PHONE, AND OTHER SERVICES THAT MAY BE NEEDED UNDER THE CANOPY. 4. IT IS ASSUMED THAT ANY NEW IRRIGATED AREAS WILL BE CONNECTED TO THE EXISTING, ALREADY METERED IRRIGAITON SYSTEM. IF THIS IS NOT POSSIBLE CONTACT AEI. 5. CONTRACTOR TO COORDINATE WITH THE VAIL VALLEY FOUNDATION REGARDING THE INSTALLATION OF COMCAST INTERNET. COORDINATE BUILDING ENTRY LOCATION AS WELL AS NUMBER AND ROUTING OF CONDUITS. 6. COORDINATE WATER SERVICE LOCATION AT BUILDING AND SERVICE SIZE WITH PROJECT MEP. 7. COORDINATE WATER SERVICE AT STORY WALL WITH MEP. 8. PROVIDE CONDUITS FOR LIGHTING AS REQUIRED. 9. CLEANOUT MATERIAL AND LOCATION TO COMPLY WITH THE LATEST ADDITION OF THE INTERNATIONAL PLUMBING CODE. 10. INSTALL TRACER WIRE ABOVE PROPOSED SANITARY SEWER SERVICE FOR FUTURE LOCATING PURPOSES. 11. SEWER LINE RELOCATION UNDER THE CANOPY IS A SEPARATE BID ALTERNATED. SEE PLANS BY MARTIN & MARTIN. COORDINATE ENTRY LOCATION OF COMCAST CABLE TO BUILDING WITH THE VAIL VALLEY FOUNDATION. SEE SHEET 22.5° B D �,, C01.1, NOTE #8, SITE SPECIFIC NOTES. �S ®9 INV / - �' INV: 94. a INSTALL v - SIP ♦ CLEANOUT s 0 22.5° BEND o �*0 INV: 94.03 I "'� 22.5° B EI D 4V INV: 93. 5 SANITARY INV: 93.62 STORM INV: 94.68 PROVIDE 3" RIGID INSULATION ABOVE SANITARY SERVICE FOR 10' EITHER SIDE OF CROSSING EE/ E I TIN W R ANH LE o E I TING 1 .6 6 E ABAN HIT T \�NSTALL / E5 I H `�EANOUT O EE / 4.1s 0 01 / / I NV: 92.74' ES o- ., d o 11-e '9 TF E� �. a o S. INV: 93.31 \ C < R 6" C -900 @ 2.00% 10" SDR35PVC APPROX4NV. 8193.10 6.. C -900 6S � �` _04 O �/ @ 2.00% S/ �F, �� / %� INS LL CLEAN94J� ��/ ---o� P R IN $2 - n /y S DR 4YE TO EXIST @ 8.14± - W Est° M3 M3 M3 3,� INSTALL SAME NUMBER, SIZE AN TYPE OF CONDUITS AS PREVIOUSLY INSTA ED. M3 M3 E E5 / S � `+� / • W S s3 - _ -- - -R- a� I ■ �, W -RV EE EE � �% a � W ■ EE I W ' �^ a I U ' \ a EE EE E EE • 0- ES? � PH OJ. ES1 ES / ��. ` COMCAST INSTALLED CONDUITS FOR CABLE GRAPHIC SCALE INTERNET IN 2013. CONTRACTOR TO CONNECT TO EXISTING CONDUITS AND 0 5 10 20 40 EXTEND TO TICKET OFFICE. INSTALL SAME NUMBER, SIZE AND TYPE OF CONDUITS. PROVIDE PULL STRING. SCALE 1' =10' V O N N OR OR Z °u 00 00 Z O W c O c, Z QZ �C� u :5 �� a �LL. o j � eti C i Op tv LLI H U i M J V J Z V LU Z V Qa N�� _ Ce z CWC LJJ W Lu L Q W Q O N W OT-CO� M 00 N � M N Nom M n o o C G mV� Y cX < LI n Ln CO x J W N�3 � d 2 W a S' W Z Z J Z W W W Ce Z 5 z > CL W Va�i SEAL LEI Z �- W < ::E W Lu O Q 0 CL CL O J � <> Q W 0 < LL z: CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12A 7/2013 CHANGES TO APPROVED PLANS KEY PLAN UTILITY PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA I GDP SHEET No. C05.l SCALE: 1 • =10' CONCESSIONS UNDERPINNING OF THE EXISTING FOUNDATION MAY BE REQUIRED DEPENDING ON ACTUAL FOOTING ELEVATION AND DIMENSIONS FOUND IN FIELD AS WELL AS SOIL CONDITIONS. TC NOTE: GAS LOCATION f MAY BE AFF NOTE: DO NU I u,-.,L I HIS PLAN FOR STRUCTURAL INFORMATION 8203.9± TOF: 8203.20 PILE CAP BOF: 8199.70 1 1 PROPOSED RELOCATED 6" C900 SEWER SERVICE. INV:8195.4± NOTE: GAS SERVICE EXISTING 6" SEWER LOCATION NOT KNOWN BUT MAY BE AFFECTED. NOTE: DO NOT USE THIS PLAN FOR STRUCTURAL INFORMATION NOTE: IT IS LIKELY THAT ANY SHALLOW UTILITIES (GAS, ELECTRIC, PHONE) THAT ARE ENCOUNTERED WILL NEED TO RELOCATED OR HUNG IN THE TRENCH EXISTING 10" STORM I NV:8197.99 FLOW _ 1.5 ,FILL � 1 _ � � 1 / 1 UNDERPINNING OF THE EXISTING FOUNDATION MAY BE REQUIRED DEPENDING ON ACTUAL FOOTING ELEVATION AND DIMENSIONS FOUND IN FIELD AS WELL AS SOIL CONDITIONS. / I EXISTING ELECTRIC. ASSUMED TO BE A SERVICE PROPOSED RELOCATED10" STORM SERVICE. INV:8197.80 - SLEEVED MICROPILE MICROPILE SECTION X -X PILE CAP #3 SCALE: 1"=4' NOTE: IT IS LIKELY THAT ANY SHALLOW UTILITIES (GAS, ELECTRIC, PHONE) THAT ARE ENCOUNTERED WILL NEED TO RELOCATED OR HUNG IN THE TRENCH P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 UTIL.dwg, 2/19/2014 9:52:44 AM, Adobe PDF.pc3 SECTION Z -Z PILE CAP #9 SCALE: 1"=4' EXISTING RETAINING WALL EXISTING 10" STORM INV:8197.45 CONNECTION POINT OF PROPOSED AND EXISTING. EXISTING STORM MAY NEED SUPPORT DEPENDING ON LOCAITON FOUND IN FIELD 8203.2± TOF: 8202.88 a a d ° a, a A TOF: 8198.00 NOTE: GAS SERVICE LOCATION NOT KNOWN BUT MAY BE AFFECTED. NOTE: DO NOT USE THIS PLAN FOR STRUCTURAL INFORMATION NOTE: IT IS LIKELY THAT ANY SHALLOW UTILITIES (GAS, ELECTRIC, PHONE) THAT ARE ENCOUNTERED WILL NEED TO RELOCATED OR HUNG IN THE TRENCH BOTTOM FLOW FIL PILE CAP, FORMED I UTILITY SCH SCALE: 1"= 1 �1 � F-1 / I / / PROPOSED RELOCATED 6" C900 SEWER SERVICE. INV:8194.81 SECTION Y -Y PILE CAP #2 SCALE: 1"=4' UNDERPINNING OF THE EXISTING FOUNDATION MAY BE REQUIRED DEPENDING ON ACTUAL FOOTING ELEVATION AND DIMENSIONS FOUND IN FIELD AS WELL AS SOIL CONDITIONS. EXISTING ELECTRIC. ASSUMED TO BE A SERVICE AED FLOW FILL TO ALLOW FUTURE .SS TO UTILITIES WITHOUT RMINING PILE CAP. BOTTOM OF VFILL TO EQUAL BOTTOM OF EST ADJACENT UTILITY. tED MICROPILES V O N N Ln co ZW ce 00 Z W W C14 O O c, � *,off QZ �c� u :S ' �0 ui � a -@ LL. o it � r—. i 00 LLI V M H L. "o J V J Z V LU Z V Qa N�� _ WCC Lq W Lu L Q W Q O N W0 T- CO M 00 p n %.0 M N to M n m C a, ch -� o 0 0 0 mV Ise. XLL. <R 7 � U I L. %0 n Ln W �mo� V W N�3 � 0 � 2 W a �' W Z Z J Il U Z Q W W W 0 _J�z Jw Z)z > L W 0 ua SEAL r w Z 1- W Q ::E W W O C) p 0 CL CL O Q_ Q > W oC c,r� 0 Q LL Z: CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS KEY PLAN UTILITY PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C0592 SCALE: 1 " =10' '- / 3. 3.63 44 3.45 i , / I � � ; / PLACE MIRAFI 140N OVER ALL I / TRENCH DRAINS PROVIDE SILT FENCE DD DOWNHILL OF PROPOSED III ' 33 ,, I ���;� c`F \ �U2QS \ / Z/ I FENCE /COLUMN INSTALLATION y L - -- - - - - - 81I ty / -- `tom 02.5 ; \ \ \- 210 \ 1.6 Z7 \ PLACE MIRAFI 140N OVER ALL fin? TRENCH DRAINS - i I TW. PROVIDE INLET PROTECT AT ALL EXISTING AND PROPOSED INLETS WITHIN AREA OF y `1� // \ II \ �'( WORK 201. _ J 20C�. \ \ 8202 ., \ \ Q - / ti -- I 200.1 �' 1 �� �L' �� % ./ 1M:�0 �\�� -�,� _- % PREVENT SEDIMENT FROM CABLE / / :262.4 I� _ ��.G �, I 820 \ INTERNET INSTALLATION FROM ENTERING / / / v 5� \ BETTY FORD WAY. ' / �� TW:03.0 VA / EN[SOF PROPOSED V)G0�2K, EAST SIDE OF \� L BETTY FORD WAY W:201.6 'F, � / \ I I -+ ��� I / \\ '� / / / \ / i�► `S ` / IDE INLET PROTECT AT + EXISTING AND PROPOSED + + , INLETS WITHIN AREA OF + ++ W ORK + + F 199. I . ( i' /� / - + + + + + + + + + + + + + + + + + + + + + + + PROVIDE INLET P ROTECT AT , 9.14 + + + + + + + + + + + + + + + + 1 `� \�� 14 XISTING AND PROPOSED I i/i �_ = + + + + + + + S�- \ `C / / j \ � / j TS WITHIN AREA OF ' 4 > + + + + + + + + + + + + ++ �. WORK \ ( \ �� - ✓ _ _ �; CPR, + + + S 199 cr 19 L-L L (oll _ J . -_ x / 8198 + � . _ + + + + + + + + + + + + + + J ' + + + + + + + + + + + + + + + + sLT \ SLT ' + ... + + + + + + + + + + + + + + SLT low + + + + + I 1 SL y+ + + + + + + SLT LT + + + + + + + SO _ SLT J— SLT -SLT -� -SLT LET W� SLT J / r INSTALL SILT FENCE ALONG SOUTH SIDE g198 I ✓ OF BETTY FORD WAY. DO NOT DISTURB i EXISTING PLANTINGS._ J l r INSTALL SILT FENCE ■ l ALONG SOUTH SIDE OF _A1- BETTY FORD WAY. DO NOT / ■ DISTURB EXISTING \ ap \ ■ PLANTINGS. ( 9 A` Es Es \ \ \ ■ � l I `SLT U / _Y Fes_ EMBED FILTER CLOTH MIN. 8" INTO GROUND 16" MIN. SECTION 10' MAX. C. TO C. 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND w uj J_ L� �z O's 01 8" MIN. F PERSPECTIVE VIEW CONSTRUCTION NOTES FOR FABRICATED SILT FENCE NOTES: 1. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY 24 "AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. POSTS: STEEL EITHER T OR U TYPE OR 2" HARDWOOD. FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL. PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. NOT TO SCALE SYMBOL ON PLANS ® SLT ® SLT ® SLT s SLT A I SILT FENCE 36" MIN. FENCE POST 20" MIN. ,UNDISTURBED GROUND P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 EROSION.dwg, 12/17/2013 1:53:45 PM, Adobe PDF.pc3 \ 1 / NOT TO SCALE B 2" x 2" x 3' STAKES \ \FLOW BERM FILL OR NATURAL BALES ❑ ' FLOW 13 -O EMBEDDED 4" to 6" p ❑ 15' A SYMBOL ON PLANS HAY CHECK DAM NOT TO SCALE B REMOVE RIM, INSTALL MIRAFI 140N AND REPLACE LID SYMBOL ON PLANS O INSTALL HAY CHECKDAM AT OUTLET OF EXISTING STORM SEWER FINISHED GRADE OF FLAGSTONE, PAVERS, CONCRETE OR LANDSCAPING. JOSAM INLET SHOWN. DETAIL APPLIES TO JOSAM INLETS, AND BOTH DOMED AND SQUARE NYLOPLAST INLETS. NOTE: IF RIM CANNOT BE REASONABLY REMOVED, PROVIDE HAY BALES AROUND INLET WITH MIRAFI 140N ON TOP OF INLET. INLET PROTECTION LEGEND / ° Z O O o c, � Lu Q Z � ch Ln 0 CL 00 02 CL - � V � c o o0 V -e M J 1- Z Z V Qa NV) _ CWC L W LJJ L Q W Q O cV LLjM o p M N M 1� to C -6-0a C G co 17 Y c O < LL. / Ln LLJO� p(Dp�C1 J x /mc V W N 00 R W ,c Lu Z ZJ / Z V �< WW W J Z z CL � � Z u0 a UPROPOSED INLET PROTECTION PROPOSED HAY BALE CHECK DAM SLT SLT PROPOSED SILT FENCE GENERAL NOTES FOR SEDIMENT CONTROL 1. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE APPROVED PLANS AND AS NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF -SITE. 2. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS 3. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. ENGINEER'S APPROVAL WILL BE REQUIRED FOR ANY OTHER DEVIATION FROM THE APPROVED PLAN. 4. PROVIDE CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE. 5. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTIONN PERIOD. 6. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF SEDIMENT CONTROLS. 7. CONTRACTOR SHALL DEVELOP MEANS AND METHODS TO CONTROL SEDIMENT DURING CONSTRUCTION TO ASSURE THAT NO SEDIMENT IS DISCHARGED OFF -SITE. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. w Z I— w Q ::E w iy > 0 _ � o CL CL g _j Lu 0= LL CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS Ix�a;iw.m SEDIMENT CONTROL PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C06ol SCALE: 1 " =10' N N N V O N Z Lu IR O OR UPROPOSED INLET PROTECTION PROPOSED HAY BALE CHECK DAM SLT SLT PROPOSED SILT FENCE GENERAL NOTES FOR SEDIMENT CONTROL 1. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE APPROVED PLANS AND AS NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF -SITE. 2. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS 3. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. ENGINEER'S APPROVAL WILL BE REQUIRED FOR ANY OTHER DEVIATION FROM THE APPROVED PLAN. 4. PROVIDE CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE. 5. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTIONN PERIOD. 6. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF SEDIMENT CONTROLS. 7. CONTRACTOR SHALL DEVELOP MEANS AND METHODS TO CONTROL SEDIMENT DURING CONSTRUCTION TO ASSURE THAT NO SEDIMENT IS DISCHARGED OFF -SITE. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. w Z I— w Q ::E w iy > 0 _ � o CL CL g _j Lu 0= LL CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS Ix�a;iw.m SEDIMENT CONTROL PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C06ol SCALE: 1 " =10' ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS Ix�a;iw.m SEDIMENT CONTROL PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C06ol SCALE: 1 " =10' Ix�a;iw.m SEDIMENT CONTROL PLAN PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C06ol SCALE: 1 " =10' NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. INVERT PER PLAN INLET & OUTLET ADAPTERS WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05. 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL), N -12 HP, & PVC SEWER (4" - 24 "). 3 8" - 30" DOME GRATES HAVE NO LOAD RATING A - 15" DOMED NYLOPLAST INLINE DRAIN NO SCALE SLOPE AREA AROUND INLET TO DRAIN ELEVATION tL o P / b COLOR CONCRETE PER LANDSCAPE ARCHITECT. DRAINAGE FROM CANOPY DIVERTER 'II II NYLOPLAST INLINE DRAIN 15" DOME GRATE APPROX. DRAIN AREA = 122.07 SQ IN APPROX. WEIGHT = 26.50 LBS 0 a � a 4 D � 18" 15" DOMED 18" CONCRETE NYLOPLAST CONCRETE WITH 3" RISE INLINE DRAIN WITH 3" RISE 4' -3" PLAN SECTION A -A 3.13" DIMENSIONS ARE FOR REFERENCE ONLY 00 10==ou unn==nni ACTUAL DIMENSIONS MAY VARY JU 00 Ul 00 re��o DIMENSIONS ARE IN INCHES -5S QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 1-3/417/8 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT 4 -1/2 LOCKING DEVICE AVAILABLE UPON REQUEST ©2011 NYLOPLAST 6 2 -1/8 3130 VERONA AVE O BUFORD, GA 30518 PHN (770) 932 -2443 Ny1 last 7001- 110 -205 DOME www.nyloplast use om B - 15" DOIMED NYLOPLAST INLET AT CANOPY DIVERTER P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 DETAILS.dwg, 12/17/2013 1:55:12 PM, Adobe PDF.pc3 a 12 "± BOULDERS PLACED AROUND INLET. SLOPE BOULDERS TOWARDS INLET RIM ELEVATION ON STORM PLAN OBSCURE CONCRETE AND INLET WITH BOULDERS. CONCRETE BASIN BELOW APPROX SCALE: 1 " =1' A 3 - 3/4" STRAINER 00 10==ou unn==nni B JU 00 Ul 00 re��o D -5S 3 - 3/4" STRAINER A B C D -5S 5 1-3/417/8 STANDARD 4 -1/2 -6S 6 2 -1/8 1 5 -5/8 DRAINS TO BE BRONZE FINISH TO MATCH EXISTING DRAINS IN AMPHITHEATER A C - JOSAM S SERIES FLOOR DRAIN NO SCALE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. INVERT A PLAN: NYLOPLAST 12" INLINE DRAIN Trench Backfill Class 6 \ / Roadbase \\ ooh 80 \� N Undisturbed j\ O /� p N Soil a- v N L m 12" Dia. Hancor / 00 Pipe Subgrade D - CULVERT BEDDING lvll I "I\IM" lIV uLJ IIVL.0 IIY ml I IVI VLJL I. uL.uu IIVIJ u um"INI ILL I VI\ SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H -10 1299CGP 7001 - 110 -202 STANDARD MEETS H -20 1299CGS 7001 - 110 -203 SOLID COVER MEETS H -20 1299CGC 7001 - 110 -204 PEDESTRIAN BRONZE N/A 1299CGPB 7001- 110 -205 DOME N/A 1299CGD 7001 - 110 -206 DROP IN GRATE LIGHT DUTY 1201 DI 7001 - 110 -021 E - 12" SQUARE NYLOPLAST INLINE DRAIN ADAPTER SIZE B 4" 10.50 6" 11.50 8" 11.50 10" 11.25 12" 6.00 ZAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR JIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE SIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ZAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. =E DRAWING NO. 7001- 110 -111 FOR NON TRAFFIC INSTALLATION. (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL, ADS /HANCOR SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900 /C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) NO SCALE 1 GRATES /SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05. 3 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL), N -12 HP, & PVC SEWER. 4 DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. 5 DIMENSIONS ARE IN INCHES 6 SEE DRAWING NO. 7001- 110 -275 FOR ADS N -12 & HANCOR DUAL WALL BELL INFORMATION & DRAWING NO. 7001 - 110 -364 FOR N -12 HP BELL INFORMATION. 3130 VERONA AVE 7"" BUFORD, GA 30518 PHN (770) 932 -2443 N' 1 FAX (770) 932 -2490 ,,JJ www.nyloplast - us.con APPROX SCALE: 1 " =2' -0" 9„ CL 9„ PER PLAN 12" 12" 1" 1" F 4 4 PAVING SURFACE WILL DEPEND ON BID ALTERNATE CHOSEN. SEE LANDSCAPE PLANS F - 18" CONCRETE PAN PER PLAN 6X6W1.4XW1.4 WELDED WIRE FABRIC ON CHAIRS NO SCALE V O N N Z °u OR co 00 06 Z W W C14 a C; Z F- QZ u :5 LIM O �02 a LL. C i � it C i Op tv V�� i M �F- J ZV "'v n Z V Qa N�00 _ CWC Lu W W L Q W Q O N WCO M CO O N � M N 0 �/ to `0 M N CIO V 7 Y cX < U- '.� N n LA W CO X C � J W � Q N � 3 2 W W Z W Q Z QJ Z �C W W W 0 >aCe o ua ti SEAL p�,►� %WS D. A c S i ti-7 Es c7 ZnC( 72"i V) ryFIIIIIIIIIIIIIIIIII� w Z �— W < ::E W W O p � O CL CL O "ll' J � <> Q W oC c,r� 0 Q LL 'r CL ISSUED FOR- No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS KEY PLAN CONSTRUCTION DETAILS PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C07.1 SCALE: AS NOTED NO ROCK GREATER THAN 6" ALLOWED IN BACKFILL TRENCH BACKFILL \ / X \ SEE SPECIFICATIONS FOR LO N OR OR COMPACTION REQUIREMENTS 00 00 J J 0 � C; C; Q *,off Z Uj � x V _CO Ln O 1 L. od Ii PIPE SUBGRADE, STABILIZATION \�\' z wJ MATERIAL IF REQUIRED 0 Om LLI W M N U) TRENCH ZONES COMPACTED 3/4" SCREENED ROCK W If�- z - z N -I-- 0 X UNDISTURBED SOIL / \ z �'� ! �� PIPE SUBGRADE / 6" 6 PIPE BEDDING ZONE A - SEWER PIPE BEDDING 2" RIGID INSULATION, SEE DETAIL C THIS SHEET. If Waterline is 18" or less above Sewer or if Waterline is below the Sewer Line, install SDR -35 PVC Pipe within another SDR -35 PVC Pipe, C900 PVC Pressure Pipe, or Yellowmine Pressure Pipe. Encasement must extend until the Water and Sewer Pipe are separated by more than 10'. In lieu of Pressure Pipe, an concrete encasement may be substituted. NO SCALE 10" STORM SEWER IIN. CLEARANCE BETWEEN )RIM INVERT AND SAN VER TOP OF PIPE. .Jr m --ARY SEWER D - STORM AND SANITARY SEWER CROSSING NO SCALE MIRAFI 140N FREE DRAINING GRAVEL Q) <D goo � o 00 o� g o 0 0 C)% O <D �00 ° �OoO� 0 Q) O 0 0 C1� PIPE RESTS ON MIRAFI PERFORATED PIPE, PERFORATIONS AT 4:00 AND 8: 00 SECOND CLEANOUT WHERE DOUBLE DIRECTION CLEANOUT SPECIFIED COMPACTED 3/4" SCREENED ROCK RECESS LID 1/8" BELOW FINISHED GRADE FINISHED GRADE D &L M -9044 VALVE_ 4" FEMALE THREADED CLEANOUT ADAPTER HUB WITH BOX LID TO BE / - --------- RING. INSTALL MALE THREADED CLEAN OUT PLUG LABELED " CLEANOUT" a WITH RAISED OR COUNTERSUNK SQUARE HEAD ` \D &L M -9058 8" DEEP VALVE BOX OR EQUIVALENT BACKFILL & COMPACT TO SPECIFICATIONS 4" PVC FLOW (2) 22-1/2' ELBOWS OR 45' BEND �y I — — — — BELL TYPE PLUG, — � Z WHERE REQUIRED --- - - - -__ — 1 SEWER LINE SEE WYE WITH 45° ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) CLEANOUTS TO COMPLY WITH ALL INTERNATIONAL PLUMBING CODE REQUIREMENTS. B - SANITARY SEWER CLEANOUT FINISHED GRADE AT EBFW E - CABLE INTERNET TRENCH APPROX SCALE: 1 " =2' -0" IN LANDSCAPE AREAS BACKFILL WITH NATIVE MATERIAL, NO ROCKS GREATER THAN 6 ". :CT FILL UMBER, TYPE AND SIZE OF S INSTALLED BY COMCAST IN 2012. APPROX SCALE: 1 " =1' -0" PVC, DAYLIGH F TU DRAIN NOTE: BOULDER RETAINING WALLS OVER 4' TALL, AS MEASURED FROM TOP OF WALL TO BOTTOM OF KEYED BOULDER, ARE DESIGN BUILD AND WILL REQUIRE A SEPARATE BUILDING PERMIT. CONTRACTOR TO DESIGN BUILD. G - SUBDRAIN INSTALLATION DETAIL NO SCALE H - STONE RETAINING WALL P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 DETAILS.dwg, 12/17/2013 1:55:34 PM, Adobe PDE.pc3 NO SCALE LESS THAN 4.5' MINIMUM DEPTH OF BURY TO TOP OF PIPE OR SEPARTATION FROM CULVERTS RIGID STYROFOAM INSULATION BOARD THICKNESS REQUIRED TO BE DETERMINED BY ENGINEER APPROVED, COMPACTED BEDDING MATERIAL UNDISTURBED SOIL FINISHED GRADE LOCATION TAPE TO BE PLACED 24' ABOVE THE INSULATED PORTION OF THE PIPE. TRENCH BACK FILL BEDDING ZONE 1/4 OUTSIDE DIAMETER 3'MIN. OF PIPE OR 6' MIN PIPE SUB GRADE 6'MIN. 6'MIN. ELEVATI ❑N GENERAL NOTES 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2. THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION. 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACK FILL MATERIAL AND COMPACTION SPECS. 4. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEE OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER THE TOP OF THE CULVERT. USE AT STORM CROSSINGS AND WHERE COVER IS LESS THAN 4.5' C - SANITARY SEWER INSULATION NO SCALE PAVERS BED IN SAND RE: LANDSCAPE AND GEOTECHNICAL PLANS FOR PAVEMENT SECTIONS A MIRADRAIN 6000 FIR OM]AA� a 90 �o BEDDING SAND LAYER / \/� 0°0° 090 DOWN TO SUBDRAIN' 4" PERFORATED SUBDRAIN WITH FREE DRAINING GRAVEL WRAPPED IN MIRAFI 140N. PERFORATIONS PLACED AT 4:00 AND 8:00. PIPE TO REST DIRECTLY ON MIRAFI 140N. F - SUBDRAIN AT SAND SET PAVER TO IMPERVIOUS PAVING LESS THAN 7' MARKING TAPE TO BE DEPTH RIGID STYROFOAM PLACED 24' ABOVE OF INSULATION BOARD INSULATED PORTION OF BURY THICKNESS TO BE THE PIPE TO TOP DETERMINED BY ENGINEER OF PIPE OR LESS THAN MINIMUM TRENCH BACKFILL SEPARATION \` FROM CULVERTS. DISTRICT APPROVED COMPACTED BEDDING MATERIAL - \// BEDDING \ \\ ZONE UNDISTURBED S \/ 3'MIN. PIPE SUB —GRADE 6'MIN. 6'MIN. GENERAL NOTES 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER TOP OF THE CULVERT. I - WATER MAIN INSULATION STEPS, CONCRETE PAN, FCONCRETE BAND OR PAVERS BED ON ASPHALT a UOUO�o 0o a d APPROX SCALE: 1 " =1' -0" NO SCALE V O LO N OR OR ZW 00 00 Z WU C; C; Z *,off Q Z Ch � x V _CO Ln FLOW (2) 22-1/2' ELBOWS OR 45' BEND �y I — — — — BELL TYPE PLUG, — � Z WHERE REQUIRED --- - - - -__ — 1 SEWER LINE SEE WYE WITH 45° ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) CLEANOUTS TO COMPLY WITH ALL INTERNATIONAL PLUMBING CODE REQUIREMENTS. B - SANITARY SEWER CLEANOUT FINISHED GRADE AT EBFW E - CABLE INTERNET TRENCH APPROX SCALE: 1 " =2' -0" IN LANDSCAPE AREAS BACKFILL WITH NATIVE MATERIAL, NO ROCKS GREATER THAN 6 ". :CT FILL UMBER, TYPE AND SIZE OF S INSTALLED BY COMCAST IN 2012. APPROX SCALE: 1 " =1' -0" PVC, DAYLIGH F TU DRAIN NOTE: BOULDER RETAINING WALLS OVER 4' TALL, AS MEASURED FROM TOP OF WALL TO BOTTOM OF KEYED BOULDER, ARE DESIGN BUILD AND WILL REQUIRE A SEPARATE BUILDING PERMIT. CONTRACTOR TO DESIGN BUILD. G - SUBDRAIN INSTALLATION DETAIL NO SCALE H - STONE RETAINING WALL P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 DETAILS.dwg, 12/17/2013 1:55:34 PM, Adobe PDE.pc3 NO SCALE LESS THAN 4.5' MINIMUM DEPTH OF BURY TO TOP OF PIPE OR SEPARTATION FROM CULVERTS RIGID STYROFOAM INSULATION BOARD THICKNESS REQUIRED TO BE DETERMINED BY ENGINEER APPROVED, COMPACTED BEDDING MATERIAL UNDISTURBED SOIL FINISHED GRADE LOCATION TAPE TO BE PLACED 24' ABOVE THE INSULATED PORTION OF THE PIPE. TRENCH BACK FILL BEDDING ZONE 1/4 OUTSIDE DIAMETER 3'MIN. OF PIPE OR 6' MIN PIPE SUB GRADE 6'MIN. 6'MIN. ELEVATI ❑N GENERAL NOTES 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2. THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION. 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACK FILL MATERIAL AND COMPACTION SPECS. 4. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEE OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER THE TOP OF THE CULVERT. USE AT STORM CROSSINGS AND WHERE COVER IS LESS THAN 4.5' C - SANITARY SEWER INSULATION NO SCALE PAVERS BED IN SAND RE: LANDSCAPE AND GEOTECHNICAL PLANS FOR PAVEMENT SECTIONS A MIRADRAIN 6000 FIR OM]AA� a 90 �o BEDDING SAND LAYER / \/� 0°0° 090 DOWN TO SUBDRAIN' 4" PERFORATED SUBDRAIN WITH FREE DRAINING GRAVEL WRAPPED IN MIRAFI 140N. PERFORATIONS PLACED AT 4:00 AND 8:00. PIPE TO REST DIRECTLY ON MIRAFI 140N. F - SUBDRAIN AT SAND SET PAVER TO IMPERVIOUS PAVING LESS THAN 7' MARKING TAPE TO BE DEPTH RIGID STYROFOAM PLACED 24' ABOVE OF INSULATION BOARD INSULATED PORTION OF BURY THICKNESS TO BE THE PIPE TO TOP DETERMINED BY ENGINEER OF PIPE OR LESS THAN MINIMUM TRENCH BACKFILL SEPARATION \` FROM CULVERTS. DISTRICT APPROVED COMPACTED BEDDING MATERIAL - \// BEDDING \ \\ ZONE UNDISTURBED S \/ 3'MIN. PIPE SUB —GRADE 6'MIN. 6'MIN. GENERAL NOTES 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 3. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER TOP OF THE CULVERT. I - WATER MAIN INSULATION STEPS, CONCRETE PAN, FCONCRETE BAND OR PAVERS BED ON ASPHALT a UOUO�o 0o a d APPROX SCALE: 1 " =1' -0" NO SCALE V O LO N OR OR ZW 00 00 Z WU C; C; Z *,off Q Z Ch V _CO Ln O 1 L. od Ii o i � c 00 LLI L) M H J V J Z V "' Z V <Q Ncn� _ I W W W Q W Q O cV Wen V- %0 C0 p p M O p en 00 N %.0 M n to M M C -6 O O C G V m� =Y c O U1 Ln W °' W NZ3 � O � � W a �' W Z W Q Z 4J Z WOG W W W V CL > ua SEAL D. C9 i? f> Es C7 ZnCi Fmm w Z �- W W W O Q O J CL CL O J � Q W oC V) 0 < LL 'r CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS KEY PLAN CONSTRUCTION DETAILS PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C 0 7.2 SCALE: AS NOTED SPECIFICATIONS ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE - Frames are constructed of mild steel ASTM GRATE WITH GRATE THICKNESS. A36 (unless specified otherwise; see below). Material: ❑ Mild Steel ASTM A36 (standard) t F, 451 ❑ Stainless Steel grade 304L < i ❑ Architectural Bronze, ASTM 8455 CONCRETE SLAG ❑ Structural Aluminum, ASTM B221 I�. z 6" MIN. 3-yp #3 REBAR - Finish will be natural patina of raw steel ` c EMBEDMENT ANCHOR (unless specified otherwise; see below). 6" TYP. OVERALL LENGTH Finish: ❑ Raw (standard) .� 6" MIN. ❑ Polyester Powder Coat* 1z" X 4" ❑ Liquid Coat (wet paint)* FLAT BAR Color: SPACER Detail Elevation A -A *Please specify standard UA color or mfr. name and color code, ❑ Galvanized ❑ Other: - Frame is load rated far pedestrian traffic only REBAR (unless specified otherwise, see below). Load Classifications: ❑ Pedestrian (standard) 5 Vie" [ +J -] �' ❑ Light Vehicular ❑ H2O1HS20 O y i 1 (Additional steel support may be CL p 1 i s added for optional load classes. Please contact UA far revised cut 0 sheet, as necessary.) Typical 1f8" horizontal gap between grate w and frame. All visible welds to be ground J 5- smooth on outside edges. Frames will be J true to square or diameter, Top of grate ULI d flush with grade of surrounding topping U Elevation A -A material (paver, concrete slab, etc.). - Dimensions are nominal. Comments: NON— SHRINK GROUT \ ANGLE STOCK PERIMETER FRAME QC Trench Grate Frame Q -0 5" Wide Type lisle Pedestrian Duty Page: 1 of 1 Date: 5/22/12 #3 REBAR EMBEDMENT ANCHOR, �lr EQUAL SPACING 0fei� no NOT TO EXCEED 18" O.C. TYP. Founded 1972 465 E. FIFTEENTH ST. sales@?urbanaccessories.com Plan Isometric TACOMA, WA 98421 www.urbanaccessories.com (877) 487 -0488 o_ INSIDE LIP TO BE HIGHER THAN \ � OUTSIDE LIP N LL O Z O F- 0 2' -0" MH COVER TO READ "STORM SEWER ". MH FRAME AND COVER HS20 LOADING RATED OR EQUAL. RING & COVER SET TO PARALLEL FINISHED SURFACE MAX MAX \\I s --t V -4" TYP 5' -0" DIA ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX 2" THICK REINFORCED CONCRETE GRADING RINGS SET IN NON— SHRINK GROUT PRECAST REINFORCED CONCRETE MH CONE INSTALL 1" DIAMETER RUB'R —NEK JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1/2" 6" TYP RUB'R —NEK ON MANHOLES LARGER THAN Z R PRECAST REINFORCED w J MANHOLE Q �Ch� Z BARREL PER 5" MIN `' MANHOLE DIMENSIONS 0_ li tv LL- O ' AL MANHOLE STEPS , N W/ BITUMINOUS OR i M _ MM '- PLASTIC COATED 5' — ° MA INDUSTRIES i. 42" — 48" 7 OR EQUAL 0" 2' -0" MH COVER TO READ "STORM SEWER ". MH FRAME AND COVER HS20 LOADING RATED OR EQUAL. RING & COVER SET TO PARALLEL FINISHED SURFACE MAX MAX \\I s --t V -4" TYP 5' -0" DIA ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX 2" THICK REINFORCED CONCRETE GRADING RINGS SET IN NON— SHRINK GROUT PRECAST REINFORCED CONCRETE MH CONE INSTALL 1" DIAMETER RUB'R —NEK JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT PROVIDE HIGH STRENGTH, NON— SHRINK GROUT AROUND PIPE AT KNOCKOUT LOCATIONS P - PIPE PIPE 8" MIN >. MIN 12" " BASE PRE —CAST MANHOLE BASE AND 8 COMPACTED 3/4" FIRST BARREL SECTION CAST SCREENED ROCK MIN MONOLITHIC PER ASTM —C478 B - STORM MANHOLE P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 DETAILS.dwg, 12/17/2013 1:56:32 PM, Adobe PDF.pc3 NOTES: 0 J !Di Plan 20" [ +/ -] URBAN Ln C r ACCESSORIES TYP. f" OPENINGS AT TOP OF GRATE Y4" THICK 8 11 THICK AT EDGE SOLID GRATING SPECIFICATIONS - Material will be high quality 100% recycled grey iron; ASTM A48 class 35b or better; hardness 170 -223 brinnell (unless specified otherwise; see below). Material: o Grey iron ASTM A48 (standard) ❑ Aluminum, ASTM B26 ❑Ductile iron, required far all load ratings higher than pedestrian) ASTM A536 class 65 -45 -12. ❑ Nickel bronze (ASTM B30) ❑ Bronze (ASTM B26) - Finish will be natural patina of raw iron (unless specified otherwise; see below). Finish: ❑ Raw (standard) ❑ Rustconditioner ❑ Polyester Powder Coat* ❑ Liquid Coat (wet paint)* Color: Pleases specify standard UA color P � standard or mfr. name and color code. • Brush (bronze/nickel/aluminum only) • Polish (bronze /nickellaluminum only) ❑ Galvanized (grey iron and ductile iron only) ❑ Other: - Dimensions are nominal. Notes 1) Grate is Y" thick at edge. 2) No openings greater than Ya", in conformance with ADA Accessibility Guidelines. 3) By default, the last grate in a trench drain will be sheared to meet a drain length specified at the time of order. Alternately, the trench drain length may be adjusted to the nearest whole grate (tolerances in the grate size WILL compound across the overall run). Please provide instructions in the comments section below. 4) 16.4 sq. in. open area per grate. 5) Grate weighs 10 Ibs, Trench Grate 5 8/811 x 20" Title Wave Page 1 of 1 Date: 11/5/12 Section A -A' IfLE= LEE�Mi �CO �0�� Founded 1972 465 E. FIFTEENTH ST. sales Qurbanaccessories.com TACOMA, WA 98421 www.urbanaccessories.com (877) 487 -0488 1. TRENCH DRAINS AT TOP OF STEPS ARE TO BE CURVED WITH A RADIUS OF 5316 ". 2. GRATES TO BE DUCTILE IRON. COORDINATE WITH LANDSCAPE ARCHITECT REGARDING FINISH AND COLOR OF GRATES. 3. CONTACT MIRIAM HOOTSTEIN WITH RECREATION PLUS FOR TRENCH DRAIN INFORMATION. CONTACT INFO: 303 - 278 -1455, MIRIAM @RECREATIONPLUS.COM 4. GRATES REQUIRE A 10 -12 WEEK LEAD TIME AFTER SHOP DRAWING APPROVAL. 5. A CURVED TRENCH DRAIN FROM ERIC'SONS WITH A SIMILAR GRATE STYLE SHOULD PRICED OUT AS A BID ALTERNATE. A - TRENCH DRAIN DETAIL NO SCALE FENCE RE: Y �J I.J LJ L1I \!11114 1 V V I VI \I V1 NOTES: 1. CONTRACTOR TO PROVIDE BOULDER SAMPLE FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 2. MINIMUM SUBDRAIN SLOPE OF 1% TO PROPOSED STORM SEWER. 3. SUBDRAIN TO BE 4" RIGID PERFORATED SDR35 PVC. 4. FREE DRAINING GRAVEL ON THIS SHEET AND OTHERS IS DEFINED AS: MINUS 2 INCH AGGREGATE WITH AT LEAST 50% RETAINED ON THE No. 4 SIEVE AND LESS THAN 2% PASSING THE No. 200 SIEVE. 5. A CLAY DAM IS TO BE INSTALLED AT THE CONNECTION POINT OF ALL SUBDRAINS TO STORM SEWER. NO SCALE C - SITTING WALL AND BERM SECTION APPROX SCALE: 1 " =2' PLAN VIEW FLOW 22-1/2-LONG RADIUS BEND OR 45' BEND LINE SPRING LINE Wvm > ®OI &" — WALLAIM CF STUB OUT APPLICATIONS (NO CLEAN OUT) SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT. CENTER OF WYE BRANCH TO BE PLACED IN UPPER THIRD OF SEWER MAIN PROPERTY LINE 3,-0 ■ � MIN. A— JOINT" STOP OR EQUAL - 6 FOOT STEEL FENCE POST AT END OF LINE TO 4 FEET ABOVE GROUND — PAINTED GREEN SECTIONAL_ VIEW LOCATION TAPE TO BE PLACED 24' ABOVE PIPE OR ANY PROTRUSION GENERAL NOTE 1. MINIMUM SEPARATION BETWEEN TAPS SHALL BE 18 INCHES. 6' STEEL FENCE POST— I PAINT TOP 1' OF POST GREEN I"LJ1I.L OM LUI.H I1NIJ UIJR " SERVICE LINE —SEE SPECIFICATIONS APPROX. 1 FOOT ABOVE SERVICE GRADE = 1/4 INCH PER FOOT MIN. END RUT DO NOT BURY AT LORE THAN 4'\ \ \�3' MIN. FLOW PVC CAP OR PLUG SECTIO A Sewer Specifications .1 V O LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIA. RUB'R —NEK ON MANHOLES LARGER THAN 48" R PRECAST REINFORCED CONCRETE MANHOLE Q �Ch� Z BARREL PER ASTM —C478 WITH STEPS. U: _O MANHOLE DIMENSIONS li tv LL- PIPE DIMENSIONS 15" — 24" DIAMETER = 4' — 0" i M _ MM 27" — 36" DIAMETER = 5' — 0" V 42" — 48" DIAMETER = 6' — 0" CJ W L W LU L Q W Q 54" — 60 DIAMETER = 7' — 0" PROVIDE HIGH STRENGTH, NON— SHRINK GROUT AROUND PIPE AT KNOCKOUT LOCATIONS P - PIPE PIPE 8" MIN >. MIN 12" " BASE PRE —CAST MANHOLE BASE AND 8 COMPACTED 3/4" FIRST BARREL SECTION CAST SCREENED ROCK MIN MONOLITHIC PER ASTM —C478 B - STORM MANHOLE P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 DETAILS.dwg, 12/17/2013 1:56:32 PM, Adobe PDF.pc3 NOTES: 0 J !Di Plan 20" [ +/ -] URBAN Ln C r ACCESSORIES TYP. f" OPENINGS AT TOP OF GRATE Y4" THICK 8 11 THICK AT EDGE SOLID GRATING SPECIFICATIONS - Material will be high quality 100% recycled grey iron; ASTM A48 class 35b or better; hardness 170 -223 brinnell (unless specified otherwise; see below). Material: o Grey iron ASTM A48 (standard) ❑ Aluminum, ASTM B26 ❑Ductile iron, required far all load ratings higher than pedestrian) ASTM A536 class 65 -45 -12. ❑ Nickel bronze (ASTM B30) ❑ Bronze (ASTM B26) - Finish will be natural patina of raw iron (unless specified otherwise; see below). Finish: ❑ Raw (standard) ❑ Rustconditioner ❑ Polyester Powder Coat* ❑ Liquid Coat (wet paint)* Color: Pleases specify standard UA color P � standard or mfr. name and color code. • Brush (bronze/nickel/aluminum only) • Polish (bronze /nickellaluminum only) ❑ Galvanized (grey iron and ductile iron only) ❑ Other: - Dimensions are nominal. Notes 1) Grate is Y" thick at edge. 2) No openings greater than Ya", in conformance with ADA Accessibility Guidelines. 3) By default, the last grate in a trench drain will be sheared to meet a drain length specified at the time of order. Alternately, the trench drain length may be adjusted to the nearest whole grate (tolerances in the grate size WILL compound across the overall run). Please provide instructions in the comments section below. 4) 16.4 sq. in. open area per grate. 5) Grate weighs 10 Ibs, Trench Grate 5 8/811 x 20" Title Wave Page 1 of 1 Date: 11/5/12 Section A -A' IfLE= LEE�Mi �CO �0�� Founded 1972 465 E. FIFTEENTH ST. sales Qurbanaccessories.com TACOMA, WA 98421 www.urbanaccessories.com (877) 487 -0488 1. TRENCH DRAINS AT TOP OF STEPS ARE TO BE CURVED WITH A RADIUS OF 5316 ". 2. GRATES TO BE DUCTILE IRON. COORDINATE WITH LANDSCAPE ARCHITECT REGARDING FINISH AND COLOR OF GRATES. 3. CONTACT MIRIAM HOOTSTEIN WITH RECREATION PLUS FOR TRENCH DRAIN INFORMATION. CONTACT INFO: 303 - 278 -1455, MIRIAM @RECREATIONPLUS.COM 4. GRATES REQUIRE A 10 -12 WEEK LEAD TIME AFTER SHOP DRAWING APPROVAL. 5. A CURVED TRENCH DRAIN FROM ERIC'SONS WITH A SIMILAR GRATE STYLE SHOULD PRICED OUT AS A BID ALTERNATE. A - TRENCH DRAIN DETAIL NO SCALE FENCE RE: Y �J I.J LJ L1I \!11114 1 V V I VI \I V1 NOTES: 1. CONTRACTOR TO PROVIDE BOULDER SAMPLE FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 2. MINIMUM SUBDRAIN SLOPE OF 1% TO PROPOSED STORM SEWER. 3. SUBDRAIN TO BE 4" RIGID PERFORATED SDR35 PVC. 4. FREE DRAINING GRAVEL ON THIS SHEET AND OTHERS IS DEFINED AS: MINUS 2 INCH AGGREGATE WITH AT LEAST 50% RETAINED ON THE No. 4 SIEVE AND LESS THAN 2% PASSING THE No. 200 SIEVE. 5. A CLAY DAM IS TO BE INSTALLED AT THE CONNECTION POINT OF ALL SUBDRAINS TO STORM SEWER. NO SCALE C - SITTING WALL AND BERM SECTION APPROX SCALE: 1 " =2' PLAN VIEW FLOW 22-1/2-LONG RADIUS BEND OR 45' BEND LINE SPRING LINE Wvm > ®OI &" — WALLAIM CF STUB OUT APPLICATIONS (NO CLEAN OUT) SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT. CENTER OF WYE BRANCH TO BE PLACED IN UPPER THIRD OF SEWER MAIN PROPERTY LINE 3,-0 ■ � MIN. A— JOINT" STOP OR EQUAL - 6 FOOT STEEL FENCE POST AT END OF LINE TO 4 FEET ABOVE GROUND — PAINTED GREEN SECTIONAL_ VIEW LOCATION TAPE TO BE PLACED 24' ABOVE PIPE OR ANY PROTRUSION GENERAL NOTE 1. MINIMUM SEPARATION BETWEEN TAPS SHALL BE 18 INCHES. 6' STEEL FENCE POST— I PAINT TOP 1' OF POST GREEN I"LJ1I.L OM LUI.H I1NIJ UIJR " SERVICE LINE —SEE SPECIFICATIONS APPROX. 1 FOOT ABOVE SERVICE GRADE = 1/4 INCH PER FOOT MIN. END RUT DO NOT BURY AT LORE THAN 4'\ \ \�3' MIN. FLOW PVC CAP OR PLUG SECTIO A Sewer Specifications .1 V O LO N LO 00 ZW Ce Z W C14 O O c, � Z F— *,off Q �Ch� Z U: _O ° CL 16- 1 li tv LL- <� 0Uti � e C >` 00 i M _ MM V J ZV "' Ln Z V Qa N�00 _ °C CJ W L W LU L Q W Q 0 cV Wp T CO M 00 p N %0 M n to M C -6 o 0 >UN O O N W -S o 7 Ls. Yc M M U'� N Ln W °' (D Vmch V W N�3 � 0 � 2 W a �' W Z Z JZ W W W 0 >aCe 0 V R in SEAL D. C9 1 -7 r c7 Zi. V) w Z l— W Q ::E W W 0 p � O 0 Q W oC cry Q IIIIIIIIIIL _ CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT 2 11/13/2013 CONSTRUCTION F 12/17/2013 CHANGES TO APPROVED PLANS KEY PLAN CONSTRUCTION DETAILS PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C0793 SCALE: AS NOTED J -- ,mar fS i ►1 TICKET OFFICE C / o DOCK 1 I WB50 BACKING TO DOCK TICKET OFFICE \ 1 I L ; �rJ K_ ) <. WB62 LEAVING DOCK P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 AUTOTURN.dwg, 12/17/2013 2:14:55 PM, Adobe PDF.pc3 O PHI I NOTES: I� El \ n c rowls DOCK a O TICKET OFFICE E EL PH. 1. IT IS ASSUMED THAT TRACTOR TRAILERS (WB -50, WB -62) ENTERING FROM THE EAST WILL EXIT TO THE WEST. THEY WILL NOT BE ABLE TO TURN AROUND AND EXIT TO THE EAST. 2. TRACTOR TRAILERS ENTERING FROM THE WEST WILL LIKELY NOT BE ABLE TO TURN AROUND AND EXIT BACK TO THE WEST OR TURN AROUND AND BACK TO THE DOCK. 3. SUITABILITY OF EAST BETTY FORD WAY FOR TRACTOR TRAILERS HAS NOT BEEN STUDIED BY AEI. 4. BOTH THE BUS 40 AND SU -30 (BEER TRUCK TYPE VEHICLE) CAN ENTER FROM THE EAST AND TURN AROUND. ONLY THE BUS 40 IS SHOWN HERE AS IT IS MORE RESTRICTIVE. 15.00 48.00 ZW Ce 3.00 40.50 O 0.00 ❑ 8 D Oo Oo Oo oO 7.50 42.50 WB -62 feet Tractor Width : 8.00 Lock to Lock Time : 6.00 Trailer Width : 8.50 Steering Angle : 28.40 Tractor Track : 8.00 Articulating Angle : 70.00 3.00 35.50 : 8.50 0 1. 1. ALL SIMULATIONS RUN AT 5 MPH. 2. SIMULATIONS DO NOT ACCOUNT Q FOR DRIVER VARIABILITY OR 0.00 ERROR. 3. SCALE: 1"=20' J V J 8 Z V Qa N�� _ rj CWC LJJ W W L Q W Q 0 N W O�CO Map en Go N %.0 M f� to M 1� M -� ch 0 0 0 0 Y c O ® 3.00 12.50 m Imo, V W N�3 � O � WB -50 feet a �' W Z Z 4J Z ul< LL Tractor Width : 8.00 Lock to Lock Time : 6.00 V Z)z > CL W u a ti SEALR.;.:: Trailer Width : 8.50 Steering Angle 17.70 0 Tractor Track : 8.00 Articulating Angle : 70.00 Trailer Track : 8.50 { r NOTES: l- W Q ::E 1. ALL SIMULATIONS RUN AT 5 MPH. OE OE �x 2. SIMULATIONS DO NOT ACCOUNT FOR DRIVER VARIABILITY OR J ERROR. 0 J � <> 3. SCALE: 1"=20' 1 I WB50 BACKING TO DOCK TICKET OFFICE \ 1 I L ; �rJ K_ ) <. WB62 LEAVING DOCK P: \TOV12003 \dwg \MASTER \PHASE 2 \P2 AUTOTURN.dwg, 12/17/2013 2:14:55 PM, Adobe PDF.pc3 O PHI I NOTES: I� El \ n c rowls DOCK a O TICKET OFFICE E EL PH. 1. IT IS ASSUMED THAT TRACTOR TRAILERS (WB -50, WB -62) ENTERING FROM THE EAST WILL EXIT TO THE WEST. THEY WILL NOT BE ABLE TO TURN AROUND AND EXIT TO THE EAST. 2. TRACTOR TRAILERS ENTERING FROM THE WEST WILL LIKELY NOT BE ABLE TO TURN AROUND AND EXIT BACK TO THE WEST OR TURN AROUND AND BACK TO THE DOCK. 3. SUITABILITY OF EAST BETTY FORD WAY FOR TRACTOR TRAILERS HAS NOT BEEN STUDIED BY AEI. 4. BOTH THE BUS 40 AND SU -30 (BEER TRUCK TYPE VEHICLE) CAN ENTER FROM THE EAST AND TURN AROUND. ONLY THE BUS 40 IS SHOWN HERE AS IT IS MORE RESTRICTIVE. 15.00 48.00 ZW Ce 3.00 40.50 O 0.00 ❑ O O Z Oo Oo Oo oO 4.00 19.50 WB -62 feet Tractor Width : 8.00 Lock to Lock Time : 6.00 Trailer Width : 8.50 Steering Angle : 28.40 Tractor Track : 8.00 Articulating Angle : 70.00 Trailer Track : 8.50 NOTES: 1. 1. ALL SIMULATIONS RUN AT 5 MPH. 2. SIMULATIONS DO NOT ACCOUNT FOR DRIVER VARIABILITY OR FOR DRIVER VARIABILITY OR ERROR. ERROR. 3. SCALE: 1"=20' r ` 1 8 \ TICKET OFFICE ° o yy`'b D WB62 BACKING TO DOCK / \ o , BUS 40 TURNING AROUND 15.00 48.00 ZW Ce 3.00 40.50 Z 0.00 W o O O Z 4.00 19.50 WB -62 feet Tractor Width : 8.00 Lock to Lock Time : 6.00 Trailer Width : 8.50 Steering Angle : 28.40 Tractor Track : 8.00 Articulating Angle : 70.00 Trailer Track : 8.50 NOTES: 1. ALL SIMULATIONS RUN AT 5 MPH. 2. SIMULATIONS DO NOT ACCOUNT FOR DRIVER VARIABILITY OR ERROR. 3. SCALE: 1"=20' DOCK 1,J 40.00 uuuuuuuu 0 6.00 25.85 BUS -40 feet Width 8.50 Track : 8.50 Lock to Lock Time 6.00 Steering Angle 39.30 NOTES: 1. ALL SIMULATIONS RUN AT 5 MPH. 2. SIMULATIONS DO NOT ACCOUNT FOR DRIVER VARIABILITY OR ERROR. 3. SCALE: 1"=20' V O LO N LO co ZW Ce 00 Z W o O O Z QZ �C� Ln U :s �Uj a -@ LL. o it � C i Op cc LLI �F- V�� L. M J V J Z V "' Ln Z V Qa N�� _ rj CWC LJJ W W L Q W Q 0 N W O�CO Map en Go N %.0 M f� to M 1� M C ch o o co C G Y c O ��� Ln W °' CN m Imo, V W N�3 � O � 2 W a �' W Z Z 4J Z ul< LL W Z) W W w V Z)z > CL W u a ti SEALR.;.:: 0 { r LU Z l- W Q ::E W LU O J CL CL 0 J � <> Q W oC c,r� 0 Q LL Z: CL ISSUED FOR: No. DATE COMMENT 1 10/16/2013 PERMIT F 12/17/2013 CHANGES TO APPROVED PLANS KEY PLAN AUTOTU RN EXHIBIT PROJECT No. ORIGIN DATE 84346.2 10/11/13 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C08ol SCALE: NONE 1 DEMOLITION LEGEND F7-// ASPHALT TO BE REMOVED BOULDERS TO BE REMOVED AND SALVAGED FOR RELOCATION TO THE BFAG, SITE TBD TYP REMOVE EXISTING VEGETATION AND TREES TO BE RELOCATED. STRIP AND STOCKPILE TOP 6" OF TOPSOIL USE IN NEW LANDSCAPE BEDS /0 PAVERS TO BE REMOVED / PAVERS TO BE REMOVED �� %Q, FLAGSTONE TO BE REMOVED AND SALVAGED FOR RE -USE O CONCRETE AND FLAGSTONE TO BE REMOVED / f / ST / / ® PROTECT EXISITING PROTECT EXISTING CURB ` CONCRETE PAD AND JESSIE RAILS 0 / / - - -- EXISTING CONCESSION J / , BUILDING PAVERS TO BE ` AREA OF NEW CONCESSION REMOVED ,—/� — ' BUILDING, REF A1.1 1 `` Ag PAVERS TO BE EXISTING ` REMOVED BOX OFFICE AND RESTROOMS PAVERS TO BE M� BUILDING Arch►® /� I TREE PROTECTION O> � � � REMOVED FENCING <51 \ Ag (1) REFER ARCHITECTURAL DWGS FOR EXISTING TREE TO / �\ i —WALL TO BE REMOVED BUILDING DEMOLITION ELEMENTS REMAIN, TYP. 8205 BOULDERS TO BE ` SALVAGED AND MOVED / — — — — \ \ TO BFAG SITE TBD, (TYP.'/ Qu 8210 / CONCRETE STEPS, HANDRAILS, AND FLAGSTONE TO BE REMOVED - -- / 13 Am � �� / / / ( )_��I —I �' I REMOVE SECTION OF CONC. CURB AS PART / OF ADD ALT. NO. 8 .. 8199 � LISTING TREE TO BE 82p5 RELOCATED, TYP. STORM DRAIN TREE PR CTION/'' /y /- // // /// // TO REMAN / Cj FENCING FLAGSTONE TO co" BE SALVAGED • , �/ ,// // // // // / // // / // // // / /// // // // // // // // — EXISTING TREE TO BE REMOVED, TYP. EXISTING FLAG POLES AND RENG LIGHT FIXTURE REMOVE EXISTING VEGETATION, EXCEPT TREES TO BE RELOCATED. STRIP AND REMOVE l� \ / / STOCKPILE TOP 6" OF TOPSOIL USE IN \ / / / / / / ASPHALT TO BE NEW LANDSCAPE BEDS , / / / INLET TO REMAIN \ / / // / / / °\ / / / / // / / // REMOVED AS PART OF ADD PLANTERS TO REMAIN / / / / / / / / / / , / / / / / / / / / / / / / / / / / ALTERNATE NO. 08 AND BE PROTECTED I / / / / TREE PROTECTION FENCING ASPHALT TO BE / / / / / / /� , / / / / / // / / // !_ / - /� � i / \V1 'REMOVED AS / / / / / / /// /// / / / / -/_ SALVAGE / / PLAQUE TO BE SALVAGED / / / / / / / / / / / / / / / / / RELOCATION / / / PART OF ADD / / / / AND RETURNED TO OWNER / / / / / / ALTERNATE NO. 08 // / / // / / // / / // / / // / / WV STATUE TO BE SALVAGED AND RETURNED TO OWNER TREE PROTECTION FENCING TREE PROTECTION FENCING i .% EXISTING TREE TO REMAIN, / 0 TYP. �a�9 BUILDING AND STRUCTURES TO REMAIN FLAGSTONE TO BE REMOVED — AND REINSTALLED Raw VA FUNIKA ON ON WIN MUM 2. 3. LL; ' 5. 6. 7. TREE DEMO LEGEND Existing Trees Symbol Key Common Name QTY Size Spacing Notes t� ' o d CS Existing QZr �oNy QJMOn 1. Trees to be inspected by certified arborist — }, C$ �. U�t 0 5c O L to determine health and value, estimated Ag Evergreen Tree 7 varies as replacement cost, viability of survival after U U L M Q tb o Z J J U Z n Q J N N co Z (to be relocated) V shown transplanting. cW W W < Q W W Q Existing ^ en 00 %0 M O 1. Trees to remain shall be protected, tree N Ag Evergreen Tree see -� U p m as protection fencing shall be installed at o (to remain) plan varies shown approximate drip line around all protected M X tv V J LU o N trees to protect critical root zone. a°, 'T W W Z W Z 1. Trees to remain shall be protected, tree QJ Existing see V W =) W protection fencing shall be installed at W W V Ar Deciduous Tree plan varies as approximate drip line around all protected SEAL �N U ET O 373 ,V, (to remain) °- 01/01/2008 shown trees to protect critical root zone. Existing E'�ND S G App P C� Ag Evergreen Tree 3 F- W as Trees to be removed W W (to be removed) varies shown � C) 0C Existing J O N J M� N Am Deciduous Tree 18 O as Trees to be removed (to be removed) varies shown V) emolition notes: Contractor to use Best Management Practices as they pertain to grading and erosion control. Tree protection fencing to remain in place for the duration of the project. Excess spoils to be hauled off site. Verify location of all utilities prior to commencing construction. All construction waste to be disposed of properly off site. Utility valves and man holes to be preserved during demolition Refer Civil dwgs for all utility relocations SCALE: V=10%0" 7%= 0 5 10 20 UO N Ln N 00 Z oc 00 — IW— Z_ t� ' o d CS W W Z ee � 00 QZr �oNy QJMOn — }, C$ �. U�t 0 5c O L a 1 a = a U o W Q W Q U U L M Q tb o Z J J U Z n Q J N N co Z V cW W W < Q W W Q 0 W 0 o ^ en 00 %0 M O M N Nom o -� U p m O v% O M o Vag n� L M X tv V J LU o N oC a°, 'T W W Z W Z Z QJ V W =) W W W V 2 >a CdO 0 -RJ X SEAL �N U ET O 373 ,V, °- 01/01/2008 17riginal Date ofL��icensure E'�ND S G App P C� w Z F- W W W V Q � C) 0C 0 J O N J M� N Q O LU V) C) < LL Z CL ISSUED FOR: No. DATE COMMENT C 9/12/13 Dw#ANO ExrALTEPATiON D 10116/13 PBtNT SEr E 11/4113 FOR CONSTRUCTION F 12117/13 CHANGES To APPROVED PLANS KEY PLAN LANDSCAPE DEMOLITION PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY SHEET No. L 1.0 SCALE: AS SHOWN C LANDSCAPE LEGEND / KEY Trees Symbol Key Botanical Common Name QTY Size Spacing Notes _ A g Acer gmna /a Bally Existing 2 5' Ht. as Trees to be relocated shall ' AC Compct' Deciduous 56 1 gal. shown be done so in manner that • L$ varies Trees to be as shown varies as shown will preserve as much of O Bt Berbris thunbergir preserved 6 5 gal. Varies the rootball and branching co M E p Atro ur urea' p P Purple _ Coneflowel 3 p O 1 C_1 a 1 . �' 1 �� �� O.C. structure as possible - -- Existing 3 Trees to be relocated shall / \I Pc Prunusxcrstena Evergreen 2 7' Ht as be done so in manner that • PS g varies Trees to be as shown varies as shown will preserve as much of 0 Cc Caryopterisx preserved 10 5 gal. Varies the rootball and branching O H h c/andonensrs Light Green H osta 3 1 ,y al . 1 2" o. c, structure as possible 0 O Sh 5pireaxvanhouttei Renaissance' Spirea V 6 5 al. as Trees to be relocated shall `6 C Q :2 g Relocated L U g as be done so in manner that �c Rt varies Spruce Tree 3 varies shown will preserve as much of Panchito W O.C. the rootball and branching O M d Monarch didyma 'Cambridge Bee Balm ' 12 1 al. g 16" structure as possible + 0 Pp PMont90 ery Mongomery 3 20 as single - stem O S p 5alrxpurpureanana Spruce 13 gal' shown Layout to be approved by R.L.A. prior to 0 Pm P iu5 mugo erg Tuna' Big Tuna 4 15 as single - stem 3/21/14 REVISION 3 Mugo Pine gal. shown ° Ptm Popu /us tremu /oide5 Quaking Aspen 3 2" as multi -stem cal. shown and planting ° Pv Prunes wrginrana Shubert 6 CY as single - stem 0 Po Physocarpus opulrfolrus Oiabo% Chokecherry 2 shown Layout to be approved by R.L.A. prior to installationand planting ° At Acertatarrcum Tartarian Maple 2 8' Ht as single - stem shown Shrub:. Symbol Key Botanical Common Name QTY Size Spacing Notes O 0 A g Acer gmna /a Bally Dwarf Amur 2 5' Ht. as Layout to be approved by R.L.A. prior to lawn boulders AC Compct' Maple p 56 1 gal. shown installation and planting ® L$ r,t -rs 5prcata Kobo /d' Redleaf 14 1 gal. 16" O.c. Layout to be approved by R.L.A. prior to O Bt Berbris thunbergir Japenese 6 5 gal. Varies Layout to be approved by R.L.A. prior to co M E p Atro ur urea' p P Purple _ Coneflowel 3 p O 1 C_1 a 1 . �' 1 �� �� O.C. installation and planting P 9 V�� L ilD sempervrren 5 Barber 3 installation and planting I I I I I I Pc Prunusxcrstena Purple Leaf 2 7' Ht as Layout to be approved by R.L.A. prior to installation and planting X PS g Pennr5etum setaceum Plum 33 y shown and planting 0 Cc Caryopterisx luemist Spire 10 5 gal. Varies Layout to be approved by R.L.A. prior to installation O H h c/andonensrs Light Green H osta 3 1 ,y al . 1 2" o. c, and planting 0 O Sh 5pireaxvanhouttei Renaissance' Spirea V 6 5 al. as Layout to be approved by R.L.A. prior to Q :2 g nh a outte L U g shown installation and lantin p g ® A Pcoloradoensrs Arctostaphylos x Panchrto Manzanita 14 3 a I . g 1' -6" Layout to be approved by R.L.A. prior to installation and Panchito W O.C. planting O M d Monarch didyma 'Cambridge Bee Balm ' 12 1 al. g 16" Layout to be approved by R.L.A. prior to No. DATE Scar /et' Red' C 9/12/13 O.C. installation and planting O S p 5alrxpurpureanana Dwarf Artie 13 5gal. Varies Layout to be approved by R.L.A. prior to F 12/17/13 OW4111=70ANWMRANS glue Willow 01/07/14 REVISION 2 installation and planting 3/21/14 REVISION 3 as 0 Sv Syrrnga vulgans Charles Joy' Lilac 3 ' 7 Ht. shown Lt to be approved by R.L.A. prior to Layout installation and planting Diabolo as 0 Po Physocarpus opulrfolrus Oiabo% Ninebark 2 6' Ht. shown Layout to be approved by R.L.A. prior to installationand planting Rose as O Rm Rosa Morden Sunrise' M Dill e n 5 5 gal. shown R.L.A. prior to Layout to be approved planting installation and planting PLANTING PLAN Sunrise ORIGIN DATE 20132266.00 07/01 /13 Ll Perennials Symbol Key Botanical C'ornnion blame QTY Size Spacing Notes O 0 H u Ho5ta x undulato Mediovanegata' Pocky_ 31 1 gal. n 12 O.C. Layout to be approved by R.L.A. priorto lawn boulders AC Aqudega Mountain Columbine 56 1 gal. 16" O.C. Layout to be approved by R.L.A. prior to installation and planting ® L$ r,t -rs 5prcata Kobo /d' Magic 14 1 gal. 16" O.c. Layout to be approved by R.L.A. prior to ® Dpg Delphinmm x Pacific cant Magic Fountain Fountain Larkspur 41 1 gal. 16" o.C. R.L.A. prior to Layout to approved planting installation and planting co M E p Echmacea purpurea Purple _ Coneflowel 3 p O 1 C_1 a 1 . �' 1 �� �� O.C. Layout to be approved by R.L.A. prior to installation and planting V�� L ilD sempervrren 5 Native 3 installation and planting I I I I I I Ga Gaillardia anstata Blanket 54 1 gal. 18 n O.C. Layout to be approved by R.L.A. prior to installation and planting X PS g Pennr5etum setaceum er 33 y Varies and planting - Go CAbum odorotum oo ruff 27 a. hots, n Layout to be approved by R.L.A. prior to installation and planting O H h h'osta l�oneybeh'_•; Light Green H osta 3 1 ,y al . 1 2" o. c, R.L.A. prior to Layout to be approved planting installation and planting Perennials Symbol Key Botanical Common Name QTY Size Spacing Notes O 0 H u Ho5ta x undulato Mediovanegata' Variegated 31 1 gal. n 12 O.C. Layout to be approved by R.L.A. priorto lawn boulders xx 'Karl Foerster' Plantain Lily 3 (4 "pots) a 4 o'C' installation and planting ® L$ r,t -rs 5prcata Kobo /d' Gay 14 1 gal. 16" O.c. Layout to be approved by R.L.A. prior to Z 6 feather cW W W W << W< installation and planting co M Pe Penstemon eatonii Penstemon 34 1 al. g 16" o,C, Layout to be approved by R.L.A. prior to V�� L ilD sempervrren 5 Firecracker 3 installation and planting I I I I I I $ Ph/ox ubulata x 'Candy Stripe' Phlox 27 1 gal. 12" o. C. Layout to be approved by R.L.A. prior to installation X PS g Pennr5etum setaceum Fountain 33 y Varies and planting FM Rf g Rudbeekia fu/grda Gold5trum' Black -eyed Susan 27 1 al. g 18" o.C. R.L.A. prior to Layout lobe approved planting installation and planting O Sr 5accharum rovennae Plume Grass 8 5 a I , g Varies R.L.A. prior to Layout lobe approved planting installation and planting Sn 1vianemoro5a SaMa Night' y May Night 34 1 al. g 16" O.C. Layout lobe approved R.L.A. prior to Q :2 g Purple Sage L U 0 installation and planting planting Ornamental Grasses Symbol Key Botanical Common Name QTY Size Spacing Notes O 0 Ca Calamagrostis acutiflora Feather 21 5 al. g Varies Layout lobe approved R.L.A. prior to installation and lawn boulders xx 'Karl Foerster' Reed Grass 3 (4 "pots) a 4 o'C' planting planting LF Fg estuca glauca P E/yah B /ue' Elijah Blue 135 5 gal. 8" o'C' Layout to be approved by R.L.A. prior to installation and planting Z 6 5em p erwvum Fescue Flagstone Pavers Z cW W W W << W< O N W T­ 00 co M HS He%ctotrichon Blue 48 5 gal' Varies Layout to be approved by R.L.A. prior to installation and planting V�� L ilD sempervrren 5 Avena Grass 3 Layout to be approved by R.L.A. prior to N GO Cie Beauty; Semperwvum Purple �`W Z (4" pots) W Z J Z installation and planting X PS g Pennr5etum setaceum Fountain 33 5 gal. . g Varies Layout to be approved by R.L.A. prior to installation and planting A� NN U Q ■` Grass °~ o1 /a1/2008 O Sr 5accharum rovennae Plume Grass 8 5 a I , g Varies R.L.A. prior to Layout lobe approved planting installation and planting V) r LU Z �- W Rock Garden in Retaining Wall Symbol Key Botanical Common Name QTY Size Spacing Notes To match Sedum Blue Spruce' Sedum Robu5tum' Stoneerop F 15 Boulder Terrace lawn boulders xx Sedum ru e5tre Son elina' p g (variety) 3 (4 "pots) a 4 o'C' R.L.A. prior to Layout to be approved planting installation and planting LF rr� W V V $ � edum 5punum Red Carpet' QCO M J J amphitheater ZUaZ �L en Z 6 5em p erwvum Hens & Flagstone Pavers Z cW W W W << W< O N W T­ 00 co M O ,'o � arachnordeum, over concrete Color: F15 Varies as V�� L ilD 5emperwvum 'Red C h I ckS 3 n 4 o'C' Layout to be approved by R.L.A. prior to N GO Cie Beauty; Semperwvum Vci 3 �`W Z (4" pots) W Z J Z installation and planting spp. (variety) >a �O SEAL Paving Materials Symbol Material Product QTY Size Spacing Notes To match F— ? 4-0 QZV U�� 0 Boulder Terrace lawn boulders xx Varies as (stone block) inside LF rr� W V V $ � shown QCO M J J amphitheater ZUaZ �L en Z 6 a Q Q J M N cn ... Flagstone Pavers Z cW W W W << W< O N W T­ 00 co M O ,'o � over concrete Color: xxx SF Varies as V�� L ilD slab guff/ sand shown V W N GO UO N N Ln co ZCe 00 F— ? 4-0 QZV U�� 0 0 U' —2 �oe <a LL. W V O rr� W V V $ � QCO M J J ZUaZ �L en Z 6 a Q Q J M N cn ... Z cW W W W << W< O N W T­ 00 co M O ,'o � -6 5 p O O isED O V�� L ilD W 14 CO X m V W N GO Cie Vci 3 �`W Z W Z J Z V W W WW >a �O SEAL A� NN U Q ■` < 373 9.a °~ o1 /a1/2008 Original Date of Licensure � D TF OF GO 14NDSCAp� V) r LU Z �- W Q :2 U=1 L U 0 0 o -7� J N 0 J� J N Q O U W DC V) C) Q LL = CL ISSUED FOR: No. DATE COMMENT C 9/12/13 ORBm*merrA=ATm D 10/14/13 PERMIT SEr E 11/4/13 FOR CONSTRUCTION F 12/17/13 OW4111=70ANWMRANS 01/07/14 REVISION 2 0 3/21/14 REVISION 3 KEY PLAN PLANTING PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01 /13 DRAWN BY CHK BY TRV BY SHEET No. L1.2 SCALE: AS SHOWN \I / / / / / I 181 I I I I I 95.7 5.\8 \ 1 I I 1 1 I I 1 Ra J PV a i i i i i i \ �z i KISTIXG, BFAG ATE \ \ t (3) GARDENS EX118TING, GATE,;� NCE _F �7 r � / � I / � I / � I / I t I I t t X / i FLAG T;!Nk 010 O ZrIO�O%0�000i� PLANTING PLAN ENLARGEMENT 3/16"=1'0" LANDSCAPE LEGEND / KEY Trees Symbol Key Botanical Common Name QTY Size Spacing Notes _ A g Acer gmnala Bally Existing 4 5 gal. as Trees to be relocated shall \` AC Com ct' p Deciduous 56 1 gal. y shown be done so in manner that ® ; Ls varies Trees to be as shown varies as will preserve as much of \ Bt Berbris thunbe�,,: preserved 8 5 gal. shown the rootball and branching E p ;4tro ur urea' p p Purple Coneflower 38 1 gal. g 18" O.C. structure as possible - -, O 5emperwren5 Existing 3 " 4 O.C. Trees to be relocated shall G a Evergreen 54 1 gal. O.C. 18" be done so in manner that • Cf varies Trees to be shown varies as shown will preserve as much of O CC Caryopterisx c /andonensrs preserved 10 5 gal. Varies the rootball and branching pO Sr 5accharum raven... Plume Grass 8 5 gal. . g Varies structure as possible O O Cs Ccrnu5 5ericea Red Osier 0 5 gal. Varies Trees to be relocated shall s aL 01/01/2008 U0 Relocated Original Date of Licensure c, as be done so in manner that Rt varies Spruce Tree 6 varies 1' -6" will preserve as much of w Z �- w Juniper Q shown the rootball and branching � O M d Monarda didyma Bee Balm 12 1 gal. 16" structure as possible + Pp Prwal brn9en5 Dwarf Globe 3 6 gal. as single -stem Spruce W shown + Pm P", mugo Mops' Minature 4 0 gal as single - stem No. DATE COMMENT Mugo Pine C 9/12113 shown plantiA.priorto installation and planting 0 Ptm P11p1115 tremu/o,dee Quaking Aspen 3 2" as multi - stem 0— Sp Salxpurpureanana Dwarf Artic 13 cal. shown Layout to be approved by R.L.A. prior to 0 Pv Prunus wrg,nrana shube t' Shubert Chokecherry 6 1.5 as sin le -stem g cal. shown Shrubs Symbol Key Botanical Common Name QTY Size Spacing Notes 0 A g Acer gmnala Bally Dwarf Amur 4 5 gal. as Layout to be approved by R.L.A. prior to lawn boulders AC Com ct' p Maple 56 1 gal. y shown installation and planting p g L Ls atrrs sprcata Kobold' Redleaf 14 1 gal. 16 O.C. Layout to be approved by R.L.A. prior to O Bt Berbris thunbe�,,: Japenese 8 5 gal. Varies Layout to be approved by R.L.A. prior to E p ;4tro ur urea' p p Purple Coneflower 38 1 gal. g 18" O.C. installation and planting p g CIO N O 5emperwren5 Barberry 3 " 4 O.C. installation and planting G a Gold Russian 54 1 gal. O.C. 18" Layout o be approved by R.L.A. prior to installation and planting o Cf Caragana frutex 'G /obosa' Peashrub 27 F15 (4 ° Pots) n 6 o.c. Layout to be approved by R.L.A. prior to O CC Caryopterisx c /andonensrs Bluemist Spire 10 5 gal. Varies Layout lobe approved R.L.A. prior to installation and planting planting pO Sr 5accharum raven... Plume Grass 8 5 gal. . g Varies R.L.A. prior to Layout robe approved planting installation and planting O O Cs Ccrnu5 5ericea Red Osier 0 5 gal. Varies Layout to be approved by R.L.A. prior to installation and planting aL 01/01/2008 U0 Dogwood Original Date of Licensure c, installation and planting is Junrperu5 sabma 5candra' Scandia 6 5 gal. 1' -6" Layout to be approved R.L.A. prior to w Z �- w Juniper Q O.C. installation and planting planting � O M d Monarda didyma Bee Balm 12 1 gal. 16" Layout to be approved by R.L.A. prior to J N Cambr'dge scar /et" 'Red' O.C. installation and planting Yellow W ne V) 0 < Ra erbesoureum Flowering 12 5 gal. 5' -0" Layout�obeapprnad No. DATE COMMENT C 9/12113 l� O. ^ plantiA.priorto installation and planting 10/14/13 PBW SET Currant 11/6/13 FOR C ONSTRUC110N . F 0— Sp Salxpurpureanana Dwarf Artic 13 5 al. g Varies Layout to be approved by R.L.A. prior to Blue Willow installation and planting 1 3 1 PLANTING PLAN ENLARGEMENT Z PLANTING PLAN ENLARGEMENT L1.2a 3/16 " =1'0" L1.2a 3/16 " =1'0" PLANTING PLAN ENLARGEMENT 3/16 " =1'0" Perennials Symbol Key Botanical Common Name QTY Size Spacing Notes p Hu Hosta xundulata Mediovarregata' Rocky 69 1 gal. 12 " 0. C. Layout to be approved by R.L.A. prior to lawn boulders AC Aqudegra coervlea Mountain Columbine 56 1 gal. y 16" O.C. Layout to be approved by R.L.A. prior to installation and planting L Ls atrrs sprcata Kobold' Magic 14 1 gal. 16 O.C. Layout to be approved by R.L.A. prior to 0 �a W ¢ tv D pg Delphrnrum x Pacific Crant Ma ,� Fountarnr -,' 9 Fountain Larkspur 41 1 gal. y 16" O.C. Layout to be approved by R.L.A. prior to installation and planting E p Echrnacea purpurea Purple Coneflower 38 1 gal. g 18" O.C. R.L.A. prior to Layout to be approved planting installation and planting CIO N O 5emperwren5 Native 3 " 4 O.C. installation and planting G a Blanket Flower 54 1 gal. O.C. 18" Layout o be approved by R.L.A. prior to installation and planting OX Go 6'alium odoratum Sweet Woodruff 27 F15 (4 ° Pots) n 6 o.c. Layout to be approved by R.L.A. prior to installation and planting FM Hh Hosta Honeybell5' Light Green Hosta 28 1 gal . 12" O.C. R.L.A. prior to Layout lobe approved planting installation and planting Perennials Symbol Key Botanical Coninion blame QTY Size Spacing Notes p Hu Hosta xundulata Mediovarregata' Variegated 69 1 gal. 12 " 0. C. Layout to be approved by R.L.A. prior to lawn boulders xx 'Karl Foerster' Plantain Lily 3 (4" Pots) n 4 o. c. installation and planting L Ls atrrs sprcata Kobold' Gay 14 1 gal. 16 O.C. Layout to be approved by R.L.A. prior to 0 �a W ¢ tv sI eruiwm feather Pla stone Pavers M c`�' installation and planting Pe Penstemon eatonu Penstemon 34 1 gal. 16" O.C. Layout to be approved by R.L.A. prior to CIO N O 5emperwren5 Firecracker 3 " 4 O.C. installation and planting PS Phlox 5ubulata Cand 5trr e' Y p P h I ox 27 �y 1 a I. 12" o. c. Layout to be approved R.L.A. prior to installation OX Ps g �°enn,5etum SetaG2um Fountain 33 y Varies and planting planting FM Rfg Rudbeckra fu /grd. Gold5trum' Black -eyed Susan 27 1 a I. g 18" o. C. Layout to be approved pl R.L.A. prior to installation and planting pO Sr 5accharum raven... Plume Grass 8 5 gal. . g Varies R.L.A. prior to Layout robe approved planting installation and planting S n salvia nemoro5a MayMght' May Night 34 1 gal. n 16 O.C. Layout to be approved by R.L.A. prior to aL 01/01/2008 U0 Purple Sage Original Date of Licensure c, installation and planting Ornamental Grasses Symbol Key Botanical Common Name QTY Size Spacing Notes p Ca calamagro5t,5 acutrflOra Feather 21 5 gal. Varies Layout to be approved by R.L.A. prior to installation and lawn boulders xx 'Karl Foerster' Reed Grass 3 (4" Pots) n 4 o. c. planting L Fg Festuca ylauca Elyah B/ue' Elijah Blue 135 5 gal. n 8 O'C' Layout to be approved by R.L.A. prior to installation and planting 0 �a W ¢ tv sI eruiwm Fescue Pla stone Pavers M c`�' Z V Hs Helictotrichon Blue 48 5 gal. Varies Layout to be approved by R.L.A. prior to installation and planting CIO N O 5emperwren5 Avena Grass 3 " 4 O.C. Layout to be approved R.L.A. prior to slab Beauty; 5emperwvum Purple (4" pots) planting installation and planting OX Ps g �°enn,5etum SetaG2um Fountain 33 5 al. g Varies Layout to be approved by R.L.A. prior to installation and planting a °3 �C W Z Grass W Z J Z ZV �< pO Sr 5accharum raven... Plume Grass 8 5 gal. . g Varies R.L.A. prior to Layout robe approved planting installation and planting L Cq QP 373 Rock Garden in Retaining Wall Symbol Key Botanical Common Name QTY Size Spacing Notes V W To match Sedum Blue spruce' sedum Robu5tum Stonecrop F 15 Boo /der Terrace lawn boulders xx Sedum rupeetre ;4ngeJma, (Variety) 3 (4" Pots) n 4 o. c. R.L.A. prior to Layout to be approved planting installation and planting L Sedum epurmm Red Carpet' = W V O amphitheater 0 �a W ¢ tv sI eruiwm Hens & Pla stone Pavers M c`�' Z V <QJ Ncn� arachnordeum, over concrete oand F15 Varies en M CIO N O 5emperwwm Red Chicks 3 " 4 O.C. Layout to be approved R.L.A. prior to slab Beauty; 5emperwvum (4" pots) planting installation and planting ^Ln W 5pp. (variety) J V to N go o 2 Paving Materials Symbol Material Product QTY Size Spacing Notes V W To match L Z °C Boo /der Terrace lawn boulders xx Varies as Ug� 0 Ln (stone block) inside L shown = W V O amphitheater 0 �a W ¢ tv t L M W Z Pla stone Pavers M c`�' Z V <QJ Ncn� V over concrete oand SF Varies en M CIO N O Buff/ N 0 shown CO slab o Ce V O N N W 00 Ln Z°C LLI . — Z I V W CS L Z °C `5 QZr �jV_ Ug� 0 Ln O ` � � - CL = W V O 0 �a W ¢ tv t L M W Z J M c`�' Z V <QJ Ncn� V Z CWC W W W <Q W < 0 N en %0 WM00coo en M CIO N O N 0 CO o ^Ln W V- m X I J V to N go o 2 a °3 �C W Z W Z J Z ZV �< U Z UJ ZW W W V r�� 0e JZ 5ZZc 0 SEAL L Cq QP 373 aL 01/01/2008 U0 Original Date of Licensure c, OF co NoSC N? V) r w Z �- w Q W W Z O v o Q O� J N J � Q O U W ne V) 0 < LL Z: CL ISSUED FOR: No. DATE COMMENT C 9/12113 DowNilmorrALTEPATIIoN D 10/14/13 PBW SET E 11/6/13 FOR C ONSTRUC110N F 12/17/13 GiANGE570AMM11111PLAM KEY PLAN PLANTING PLAN ENLARGEMENTS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY SHEET No. L1.2a SCALE: AS SHOWN i i i i i i \ \ J 1 1 1 1 11 1 s9� 11 11 I I 1 1 II i I I I I I I I 7 / I I I I I L - - -- i / ALL FLA TO BE / j / DELETE REMOVA BOLLA I DELETE M DO NOT INSTA \ \ CONCRETE BETTY FORD ALPINE / CONTINUE ADV GARDEN (bFAG) \ \ FLAGSTONE WITH PAl \ \ / AS SI \ \ AMPHITHEATER LEASE 18" CONCRETE \ \ / BOUNDARY � BE INSTALLED AS SI EXISTING BOULDERS TO REMAIN CENT,R,AL BETTY FORD WAY \� / \1 / I I I II / 4" CM P 11. ► . C LEGEND N Ln PROPOSED PAVERS IN COURTYARD AND IN FRONT OF STORY WALL Z °C W PROPOSED PAVERS AT CONCESSION ASPHALT NEW OR TO REMAIN AS NOTED i AREA OF ADDED PAVING SCALE: 1"=10'-O" 5 10 20 UO N Ln N 00 Z °C W 00 Z C� ' 0 W W Z p� c0 QZr �o� M Ol n o LXX to Lu w tn = W V o CL Q Q W V V L M Q m ZUZM� J J n Q J N N Co Z V cW V W < Q W V uj Q 0 W M TO 0 n en %0 M m 0 a� M en N c O (71 m x� O Y � a g 0% m Va �ILn Ln Lu m CO Lu N o O ^o oC a °' W W Z W Z Z QJ V W W � W W V ce >a ce O VQv~i� SEAL wZ F- W Q v W W Z > O ° 0 o O� J N 0 Jtl J N Q Q O c 0 W V) C) < LL 3: CL ISSUED FOR: No. DATE COMMENT C 9/12/13 Do MINOR EXT ALTERATION D 10/16/13 PERMIT SEf E 11/6/13 FOR CONSTRUCTION F 12/17/13 0 1 A N G E S TO APPROVED PLANS 01/07/14 REVISION 2 Q 3/20/14 REVISION 3 KEY PLAN LAYOUT PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY SHEET No. L 1.3 SCALE: AS SHOWN n 1' -611 6 82�, 8214 2° 71 -011 \ ALIGN I COPPER CLADDING, BELOW COUNTERTOP- NEW COUNTERTOP WITH SYNTHETIC STONE FINISH TO MATCH ADJACENT CONCESSION COUNTERTOP I Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING - INTERIORS P.O. Box 1 976 - Avon, Colorado 81620 (970) 949 -0257 FAX (970) 949 -1080 EAW 4 233 E. Canon Perdido St. - Santa Barbara, CA 93101 (805) 963 -6890 FAX (805) 963 -8102 RETURN \ COPPER THI FACE NOTE: FIELD VERIFY LENGTHS TO COORDINATE WITH EXISTING ADJACENT BOULDER WALLS Copyright C 2013 by Zehren & Associates Inc. PROJECT NAME: PROJECT NO: 20112137 DRAWN BY: MR GERALD R FORD AMPHITHEATER - PH 1 CHECKED BY: ISSUE: VAIL, COLORADO SHEET: DRAWING TITLE: FLOOR PLAN AT MERCHANDISE COUNTER 01 SCALE: 3/8" = V -0" DATE: 5/31/13 MERCH COUNTER -�O AS REQ'D ONE ;CO SURFACES COUNTERTOP TO MATCH ADJACENT z U) CD X J W 1 Q INTERTOPS AND 'NTHETIC STONE NEW COPPER CLADDING, BELOW COUNTERTOP Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING o INTERIORS P.O. Box 1976 - Avon, C ®I®rad® 81 620 (970) 949 -0257 FAX (970) 949 -1080 EAW4 233 E. Canon Perdido St. - Santa Barbara, CA 93101 (805) 963 -6890 FAX (805) 963 -8102 Copyright C 2013 by Zehren & Associates Inc. PROJECT NAME: PROJECT NO: 20112137 DRAWN BY: MR GERALD R FORD AMPHITHEATER - PH 1 CHECKED BY: ISSUE: VAIL, COLORADO SHEET: DRAWING TITLE: PARTIAL ELEVATION AT MERCHANDISE COUNTER 02 SCALE: 3/8" = V -0" DATE: 5/31/13 MERCH COUNTER SYNTHETIC STC NE COUNTERTOP TO MATCH ADJACE T — NEW COPPER CLADDING, BELOW COUNTERTOP CUT -OUT IN BACK FOR EXISTING QUAD - PLEXES (VIF) NOTE: ASSEMBLE AS TWO SEPARATE FREE STANDING PIECES, PROVIDE ABILITY TO LEVEL IN FIELD, INTENT IS THAT COUNTERTOP WILL BE LEVEL SYNTHETIC STONE COUNTERTOP TO MATCH ADJACENT z cn CD X J W Q COPPER END PANEL Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING - INTERIORS P.O. Box 1976 - Avon, C ®Dorado 81620 (970) 949 -0257 FAX (970) 949 -1080 EAW 233 E. Canon Perdido St. - Santa Barbara, CA 93101 (805) 963 -6890 FAX (805) 963 -8102 COY ih -10" ii 2' -10" X co NEW CABINET, PLYWOOD ON MTL FRAME (PTD TO MATCH STUCCO) Copyright O 2013 by Zehren & Associates Inc. PROJECT NAME: PROJECT NO: 20112137 DRAWN BY: MR GERALD R FORD AMPHITHEATER - PH 1 CHECKED BY: ISSUE: VAIL, COLORADO z c_n DRAWING TITLE: � X SCALE: 3/8" = 1' -0" DATE: 5/31/13 MERCH COUNTER J LU Q NEW COPPER CLADDING, BELOW COUNTERTOP CUT -OUT IN BACK FOR EXISTING QUAD - PLEXES (VIF) NOTE: ASSEMBLE AS TWO SEPARATE FREE STANDING PIECES, PROVIDE ABILITY TO LEVEL IN FIELD, INTENT IS THAT COUNTERTOP WILL BE LEVEL SYNTHETIC STONE COUNTERTOP TO MATCH ADJACENT z cn CD X J W Q COPPER END PANEL Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING - INTERIORS P.O. Box 1976 - Avon, C ®Dorado 81620 (970) 949 -0257 FAX (970) 949 -1080 EAW 233 E. Canon Perdido St. - Santa Barbara, CA 93101 (805) 963 -6890 FAX (805) 963 -8102 COY ih -10" ii 2' -10" X co NEW CABINET, PLYWOOD ON MTL FRAME (PTD TO MATCH STUCCO) Copyright O 2013 by Zehren & Associates Inc. PROJECT NAME: PROJECT NO: 20112137 DRAWN BY: MR GERALD R FORD AMPHITHEATER - PH 1 CHECKED BY: ISSUE: VAIL, COLORADO SHEET: DRAWING TITLE: PARTIAL ELEVATION AT MERCHANDISE COUNTER 03 SCALE: 3/8" = 1' -0" DATE: 5/31/13 MERCH COUNTER Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING - INTERIORS P.O. B- 1976 - Avon, Colorado 81620 (970) 949 -0257 FAX (970) 949 -1080 233 E. Canon Perdido St. - Santa Barbara, CA 93101 (805) 963 -6890 FAX (805) 963 -8102 Copyright O 2013 by Zehren & Associates Inc. PROJECT NAME: PROJECT NO: 20112137 DRAWN BY: MR GERALD R FORD AMPHITHEATER - PH 1 CHECKED BY: ISSUE: VAIL, COLORADO DRAWING TITLE: SHEET: MERCHANDISE COUNTER DETAIL SECTION 04 SCALE: 1-1/2"= V -0" DATE: 5/31/13 MERCH COUNTER 5 11-611 N � Inal li 0o I FT ALIGN 7' -0" COPPER CLADDING; BELOW COUNTERTOP NEW COUNTERTOP WITH S NTHETIC STONE FINISH TO MATCH A JACEN CONCESSION COUNTERT lz RETURN COPPER T NOTE: FIELD VERIFY � LENGTHS TO COORDINATE WITH EXISTING ADJACENT BOULDER WALLS \ � 10' -73 4" ,cf) LEVA SQUARE 10' -6" - LS32 Designed to 90mph, Exp B Rated when umbrella is fully erected. Umbrella weight: 152 lb. Boom weight: 234 lb. BOOM *HSS4.500" Powder coat finish FABRIC, PVC PVDF coated Standard color, white CABLE S.S. Gr.316 \ PVC coated Overall dimensions represent clearance ARM *HSS1.660' dimensions for the complete umbrella. Membrane dimensions differ, depending powder coat finish on variations in tensioning and fabrication. Note : The umbrellas must be All dimensions are nominal and have a tolerance closed and tied before wind speeds of +/- 2 ". reach gusts of 60mph (100km /h) Refer note on Specification - Umbrella Design. 10' -11" overall 5" 1,4. 5' -3" ,, 5' -3" E > 0 E o 0 00 0 Plan Side Elevation Elevation Figured dimensions take precedence. Do not scale. QBirdair Inc. This drawing must not be copied, retained or used without permission CABLE S.S .IGr.316 with S.S. fittings COLLAR *HSS4.000" powder coat finish (in opened position) LOCKING BOLT stainless steel COLUMN *HSS4.500" powder coat finish ERECTION POLE Removed when open c N / All HSS and Pipe to be fy =50 ksi min. BASE PLATE 101 "xlWN 2" I. 0 5" 4 4 p 4 with 024" service hole. 4- 2" hold down bolts at 71" o.c. F1554 Gr. 36 galvanized or stainless steel Gr.316. With dome nuts and leveling nuts. OPENED POSITION Collar and arm in closed position. POLE *HSS3.500" \� Powder coat finish NOTE: Allow up to 2" sag due to stretch of / membrane fabric. Arc of arm when opening. rn (O I� 1' -8" T -3" 4' -11" 6' -7" T-4" DISTANCE FROM CENTER CLOSED POSITION View square to boom View square to arm 10' -6" Side Support Square Umbrella Leva - Model LS32 Leva Model LS32 Architectural Umbrellas Blydalr 111 C. Engineering Framing °z C7 0 LIC U U ---7 EF -LS32 -07.10 www.birdairumbrellas.com sales @birdairumbrellas.com c r, LS32 - Pad Footing i54 Gr. 36 galvanized is with nuts and nuts - 4" hook to I of top of paving, bedment 5xW5.5 wire mesh ttom �rnund Boom Direction Natural ground 445 vertical — #2 spiral at 1' pitch Non shrink grout 72' O.C. 4- 4" H.D. bolts to be threaded rod grade F1554 Bolt projection Gr. 36 hot dipped galvanized, or stainless steel 24" min. Gr.316. Supplied with nuts, washers and leveling 6" max. nuts. Chemical anchors, at 7Z' x 72' centers to be Ramset Reo 502' (or'Hilti HIT -RE 500'), Embedment or engineer approved equivalent, and to be 6" min. installed in accordance with the manufacturer's instructions. Chemical Anchor Detail Figured dimensions take precedence. Do not scale. 0 Birdair Inc. This drawing must not be copied, retained or used without permission L II 7z" Plan Non - shrink F7 grout o -� _Eu U MN (D 01'-6" Elevation LS32 - Pier Footing Notes: Designed to 90mph, Exp B Assumed soil conditions: Pad - bearing capacity 14.5 psf Pier - cu =7.25 psf (stiff clay) Minimum 24" cover to all reinforcement Concrete strength - fc 3600 psi 4" aggregate size Slump 22" Anchor bolt location tolerances per Australian Standard AS 4800 -1998 3mm for anchor bolt centers within an anchor bolt group. 6mm for adjacent anchor bolt group centers. Maximum accumulation of 6mm per 30m not to exceed a total of 25mm. 6mm from anchor bolt group center to column line center. Leva Model LS32 Architectural Umbrellas Blydalr Inc. Footing Detail 5' -3" 1, 5' -3" - - -- - - - -- ; I Q 1 I i � LO i 1 � � \ ~dO 01'-6" Elevation LS32 - Pier Footing Notes: Designed to 90mph, Exp B Assumed soil conditions: Pad - bearing capacity 14.5 psf Pier - cu =7.25 psf (stiff clay) Minimum 24" cover to all reinforcement Concrete strength - fc 3600 psi 4" aggregate size Slump 22" Anchor bolt location tolerances per Australian Standard AS 4800 -1998 3mm for anchor bolt centers within an anchor bolt group. 6mm for adjacent anchor bolt group centers. Maximum accumulation of 6mm per 30m not to exceed a total of 25mm. 6mm from anchor bolt group center to column line center. Leva Model LS32 Architectural Umbrellas Blydalr Inc. Footing Detail 5' -3" 1, 5' -3" H.D. Bolt Layout Plan Not to scale FD -LS32 -08.10 sales @b irdairumberllas.com - - -- - - - -- ; I 1 1 I i � LO i 1 � � \ ~dO H.D. Bolt Layout Plan Not to scale FD -LS32 -08.10 sales @b irdairumberllas.com i i i i i i 1 1 1 1 11 1 s9� 11 11 I I 1 1 II i I I I I I 7 / I / i / I /BETTY FORD ALPINE / GARDEN ('FAG) \ AMPHITHEATER LEASE / BOUNDARY EXISTING BOULDERS TO REMAIN CENTRAL BETTY FORD WAY 7\ \ v\ I / I , I , I I i I x 8197.1 I L / i / I /BETTY FORD ALPINE / GARDEN ('FAG) \ AMPHITHEATER LEASE / BOUNDARY EXISTING BOULDERS TO REMAIN CENTRAL BETTY FORD WAY 7\ \ v\ I / I , I , I I / / l I111� / I� i 1 / I �II I VIII ��III ' � I Ilj I lj 4" CM P 11. ► . C LEGEND N Ln x 8197.1 EXISTING SPOT ELEVATION 00 C6 PROPOSED PAVERS IN COURTYARD PROPOSED PAVERS AT CONCESSION PROPOSED PAVERS 100% WINTER BLEND -LL PROPOSED PAVERS 60% ASPEN BLEND, 40% WINTER BLEND + + + + + ++ PROPOSED PAVERS 100% ASPEN BLEND j Ln 0 tv 0 AREA OF ADDED PAVING o U LXX Lu W a V o Q= Q W -0 to Q V V m M ( ZUZM� J J n Q J N N SO Z V cW V W Q W V Q 0 Lu M TO 0 n en 00 %0 M m 0 a� M N c O cy! -V U p O O O Y � a g Va �ILn Ln L.0 m CO 01 1 Lu N o N oC a W W Z W Z Z � 1 , V W W WW >a ce O V <J SEAL wZ / / l I111� / I� i 1 / I �II I VIII ��III ' � I Ilj I lj 4" CM P 11. ► . C LEGEND N Ln x 8197.1 EXISTING SPOT ELEVATION 00 C6 PROPOSED PAVERS IN COURTYARD PROPOSED PAVERS AT CONCESSION PROPOSED PAVERS 100% WINTER BLEND -LL PROPOSED PAVERS 60% ASPEN BLEND, 40% WINTER BLEND + + + + + ++ PROPOSED PAVERS 100% ASPEN BLEND j Ln 0 tv 0 AREA OF ADDED PAVING SCALE: 1"=10'-O" 20 UO N Ln N 00 Z°C W 00 C6 C6 Z C� ' 0 W W Z p� c0 I-Z5 QZ j , ) M Ol j Ln 0 tv 0 o U LXX Lu W a V o Q= Q W -0 to Q V V m M ( ZUZM� J J n Q J N N SO Z V cW V W Q W V Q 0 Lu M TO 0 n en 00 %0 M m 0 a� M N c O cy! -V U p O O O Y � a g Va �ILn Ln L.0 m CO 01 V Lu N o N oC a W W Z W Z Z QJ V W W WW >a ce O V <J SEAL wZ �- W Q v W W Z 0 ° o O J N cL O J N Q Q O 0 W V) C) < LL _ CL ISSUED FOR: No. DATE COMMENT C 9/12/13 DwMINOREXTAL7ERA710N D 10/16/13 PERMIT SEf E 11/6/13 FOR ODNSTRUC110N F 12/17/13 CHANGES TO APPROVED PLANS KEY PLAN LAYOUT PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY SHEET No. L 1.3 SCALE: AS SHOWN L ENLARGED PLAN 1/4 "= 1' -0" 1► ce V O N N Lrj Go Zw Go cd . — Z rZ (A I o V L LI v— cs cam+ W Z W v- a0 Z) O M QZrj en 04 Va�� I _ o Lu V / - ii t = W C V O �aON LiJ Q V F- v�� i- M ZUzM J =n Z <QJ NtnSO V Z CWC W W G< W< W O N W CO v; o a, -a—Ole mVN O O Y c X Q IL U r\ LM W mmo� V Lu Ng oo �ciS, �CW Z W Z Z qJ V W = W W W ce >a ceO vei SEAL r w Z F- W Q 12 W W ° o O Z � J CLI CL N J N Q O U UNJ V) C) < LL. _ CL ISSUED FOR: No. DATE COMMENT C 9/12/13 =hRNmEi(TALTERATION D 1Q/14113 PERIAITSET E 11/6/13 FOR CONSTRUCTION F 12/17/13 CHANGES70 APPROVED PLANS KEY PLAN ENLARGEMENT PLANS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY SHEET No. L 1 A SCALE: AS SHOWN CONNECTION N N T.O. CONCRETE Zw T.O. STONE T.O. CONCRETE CL CONNECTION OTHER DATUM HEIGHT ABOVE POINT @ PILE CAP FINISH GRADE SCULPTURE @ BASEPLATE POINT POINT FINISH GRADE IA SECONDARY MAST 8197.00 8199.70 8201.20 8199.70 V)�Qat 1B FABRIC EDGE AT RING a c 6. V M 8236.00 J 36.30 iC TOP OF SECONDARY MAST QQ g M �CO N N .� = Z 8240.00 40.30 2A PRIMARY MAST 8201.00 8203.00 8204.50 8204.50 01 C1 2B FABRIC EDGE AT CONNECTION cm �QLL. 8238.00 35.00 2C TOP OF PRIMARY MAST m X � m z J Lu Lu N co o 8243.70 40.70 3 CABLE 8198.60 8203.70 5205.20 8205.20 �7zW zW =O W W CC 4 PIER 8199.50 8200.00 CL ad V � t; 0 SEAL 8213.70 13.70 5 PIER 8197.00 8198.00 F- W 8209.70 < ]:E 11.70 6 PIER 8197.00 8197.30 Z > O 8213.70 o 16.40 7 PIER 8197.00 8197.30 N CLM CL O 8213.70 1:F J 16.40 8 PIER 8197.00 8197.90 Q O 8209.70 11.80 - 'Oftftftft as as "ft NOT FOR CONSTRUCTION - INFORMATION OVIDED FOR PUBLIC APPROVALS ONLY - CONSTRUCTION DOCUMENTS WILL BE PROVIDED BY TENSILE STRUCTURE ENGINEER Mr\X/ f- %E!M!'%C O r+A AIr'1M \/. LJCIf -%LJT A 0t-NI /C MM f'1Mr'%M0C!r -% f'%M A rNC! 1/8" = 1' -0" od U O N N Go Zw Go cd . - F- W V Lu CC QO erf F- Z � Ugt o � O a -c �- V)�Qat = W C V O a c 6. V M V Z LU J z Ln z c� QQ g M �CO N N .� = Z cWc V W G<W� V O N W"'Z co m M 00 �= 0 01 V` `p m �C C1 01 C1 -62 ,56 cm �QLL. 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II EQ. II EQ. CAP TOP OF TS POST - POWDER COAT FINISH ALL EXPOSED MATERIALS AT THIS LOCAITION TO MATCH CUSTOM RAL OF LANDSCAPE FORMS PROVIDE 2 SURFACE MOUNTED, RAIL TOP JESSIE RAILS WITH MESH INFILL PANELS BELOW GATE DETAIL 1/2" = 1' -0" FRAME GATE OF 2X MEMBERS AND INFILL WITH PANEL SIMILAR TO THE ADJACENT JESSE RAIL CUT EXISTING POSTS DOWN TO ACCOMMODATE THE RAIL TOP OF THE ADJACENT JESSE RAIL PROVIDE DOUBLE ACTING HINGES TO ALLOW DOOR TO SWING 180° f G EQ. 7 GATE DETAIL L5.2 1/2" = 1' -0" 6 x 6 TUBE STEEL, PAINTED TO MATCH EXISTING METAL FEATURES C Q N Z LAGSTONE - _ 77 II- IIIIIIII- 11I- 1II- 1II- 1I1= 1I1 =1II —III II II I I i�4 =1II — �— III —III II III III III 111111111 Ili(illli(illli(illli(illliiill iii =iii ii iii. i i ii- 8' -0" O.C. 'YPICAL SLEEVE DETAIL NOT USED 6 SECURITY FENCE DETAIL L5.2 1/4" = 1' -0" 1X1 STEEL BAYPAINTED TO MATCH PHA 1, PLACE 8" O.C. (TYP /LDED STEEL BAR AT 8" O.C., O 12X12 T.S. BEAM 4" TOPSOIL (TYP.) BURIED 12X12 T.S. 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ALSO SEE NEW BUILDING ELEVATION SHEETS FOR ADDITIONAL REQUIREMENTS RELATED TO DEMOLITION 2. FOR DEMOLITION OF AFFECTED MEP COMPONENTS REFER TO MEP DRAWINGS 3. REMOVE EXISTING CONSTRUCTION AS NOTED. DO NOT DEMOLISH MORE THAN NECESSARY FOR CORRECT CONSTRUCTION OF NEW ASSEMBLIES AND COMPONENTS 4. PATCH AND REPAIR EXISTING CONSTRUCTION THAT IS DAMAGED BY DEMOLITION. PATCH AND REPAIR TO MATCH ORIGINAL CONSTRUCTION AND FINISH, UNLESS NOTED OTHERWISE 5. REPAIR OR REPLACE WALL, FLOOR, AND CEILING ASSEMBLIES TO MAINATIN THE INTEGRITY OF FIRE RATINGS, SOUND RATINGS, AND CONTINUITY OF THE EXTERIOR THERMAL AND VAPOR ENVELOPES 6. REMOVE AND REPLACE ALL EXISTING COMPONENTS ATTACHED TO OR RELATED TO OTHER WORK TO BE DEMOLISHED OR RELOCATED 7. SALVAGE FOR REUSE ALL DOORS, WINDOWS, AND OTHER EQUIPMENT UNLESS NOTED OTHERWISE 8. NOTIFY ARCHITECT IF ANY EXISTING LOAD BEARING FRAMING MUST BE REMOVED PRIOR TO COMMENCEMENT OF THE WORK U O N N Lm . Go Z � .. �p d' pp Z . 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TENSILE FABRIC COVER AND COMPONENTS TO BE PROVIDED AND INSTALLED BY BIRDAIR. REFERENCE BIRDAIR TENSILE DRAWINGS FOR ALL COMPONENTS RELATED TO CANOPY TENSILE STRUCTURE. 2. REFERENCE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL COMPONENTS RELATED TO TENSILE STRUCTURE \Ik Ar k A- k k � (8 04.5 S i CONNECTION POI — /�- + CONNECTION OINT 14 ' HT \ / 14 HT (_8213.70) ( ±8213.70) / A- A- A- k ` k k �k 6° / / — — — L\ — — -1 k k k k — k k A- (819 .70) k k k k ° \ — — k k k k h �/ l I\ / VA R VE I i' \ \ k k k A k k k 0 ( ±8 /236.0 \ k k k INTERS N OF RA B DOES k A- N QT OCCU AT QJ OF LIPTICA FABRIC O \ X A k k A- k k _ k k k OF CANOP ABOVE, A- A- CAN PY ROOF P AN _ k - � k k k A- k k 46 5° � \ \ \ � � _ x �, � / O x x k k k � k k k A- A- k I I CTIO diIIW / \ \ 1 _ — _ _ x � _ k k k 0 Ar — ti / A k I =� / / ONNE TIO POINT II ) 'o' / \ —o — / • • ENTER LI CJ TO _ - - -� 0 � / CONI'JEC 10 v / 14 HT (+ / A- A- - - -- - - - -- \ k X k k \ \ k A- A- A- �� \ k k A- AMPHITHEATER AMPHITHEATER LOBBY CANOPY FLOOR PLAN A1.4 3/16" = V -0" V O N N Ln Go ZW ad cd — F- v- CA C1 WVLu ~Z5 QZjI Vw5w! o Eco OCL � L v 1 LLI <0. �w tv LL- D u.l CVO �Q t v� o =o mm CA W e Z U 8 J �_ n Q Z Q J M to , t W N G O Lu O M GO O en M � O i ck IV • '001 471 >V� m s n C1 ON C Y O a V� ��n L m tv V Ly N o�� oG �c � OCW LLI Z Lj Z ZV 3 —Z W W Z W ce >a-ado 0: �t; SEAL V) c w Z F- W W W O� 0 C) 0 O� J 0 N J CIA Q � U W V) 0 < LL 3: CL ISSUED FOR: No. DATE COMMENT C 9A21is mmpmOcrNmm7m D 1011GA3 POWSEr E 1116H3 FORCONFMUCrION F 1287113 0wmmroAmwmnAm KEY PLAN CANOPY FLOOR PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY MR DB DB SHEET No. A1.4 SCALE: AS SHOWN 0 a v 0 a v 0 0 0 fV u w Z N N rl N O LJ`JVLVLI\ 1 1""1VLIvII COORDINATE F LANDSCAPE ARCH 0 I I I J Sentinel is not your old guard. It is a totally twenty -first century bollard designed to compliment contemporary landscapes and architecture. Two variations on sculptural form offer versatility in function. Standard -size mitre and dome designs, mounted on 6" diameter structural pipes, provide handsome border demarcation and separation of pedestrian and vehicular traffic. Wired lighting features state -of- the -art lighting class LED. The Sentinel Security Sleeve is intended for serious security applications. This large dome -style bollard is greater in mass and height than the standard version and is designed specifically for mounting over a 10" pipe built to US Department of State specifications. Metal is the world's most recycled material and is fully recyclable. Consult our website for recycled content for this product. Powdercoat finish on metal arts contains no heavy vy metals, is HAPS -free and has extremely low VOCs. G^xed Sources d pia Erergy Landscape Forms is proud to specify FSC and Green -e certified paper. This paper meets the Forest Stewardship Council's standards for responsible forest management and is made using certified renewable energy. Our Purpose Is To Enrich Outdoor Spaces We believe in the power of design and its ability to influence and elevate the quality of public space. High quality products and outstanding customer experience makes us one of the world's premier designers and manufacturers of outdoor commercial furnishings. Sentinel Bollard Specifications Sentinel bollard: cast aluminum sleeve mounts over supplied 6" structural steel pipe and secures with con- cealed hardware. Mitre or dome top available. Mitre top available with or without LED light. Light is protected by high temperature polyurethane lens. Bollard may be specified to embed or surface mount for all styles. Non - lighted styles may also be specified as removable. All metal is finished with Landscape Forms' proprietary Pangard'" II polyester powdercoat. Sentinel Security Sleeve: constructed of cast aluminum and designed specifically for mounting over 10" pipe (not supplied). Hardware to secure sleeve to pipe is included. standard dome mitre mitre wAight security sleeve 11" x 34" 11" x 37" 11" x 42" 15" x 44" dia x h I Finishes All metal is finished with Landscape Forms' proprietary Pangard II polyester powdercoat, a hard yet flexible finish that resists rusting, chipping, peeling, and fading. Call for standard color chart. To Specify Select Sentinel bollard: Specify mitre or dome top. Spec- ify mounting: embedded, surface mount or removable. For embedded or surface mount with mitre top choose with or without LED light (U.S. or Euro). Select powder- coat color. Select Sentinel Security Sleeve: Specify powdercoat color. landscapeforms.com Download product photos, brochures, color charts, SketchUp components, technical information, CAD details, CSI specifications, assembly instructions. Sentinel is designed by Rick Reeder, AIA, LEED A.P. Specifications are subject to change without notice. Location photography: Millennium Park in Chicago. Landscape Forms supports the LAF at the Second Century level. © 2009 Landscape Forrns, Inc. Printed in U.S.A. Iandsc ape for ms® 800.521.2546 269.381.3455 fax 431 Lawndale Avenue, Kalamazoo, MI 49048 landscapeforms.com 0 0 ru ru V 3 V-11 3/8" 3 11/16 8° 8" TYP. TYP. v - CATENARY CABLE — 3' EPDM DNEIM FABRIC GASKET CLAMP BAR W/ 01/2" -13 TAPPED HOLES 01/2' EPDM CORD EDGE OR 01/2' ROPE EDGE — CLAMP BARS (TOP do BOT.) CATENARY CLAMPING LAYOUT 1 1/2* = 1' -0' TYPICAL SECTION 6" = 1' -0' 5/8" GAP (TYP.) 3 11/16" 01/2' S.S. STUD w/ NUT, FLAT AND LOCK WASHER (TOP A: BOTTOM) CLAMP BAR W/ 05/8' THRU HOLES 1/8' x 2' WIDE S.S. STRAP a[ K1-1 THIS DRAWING INCLUDING THE INFORMATION, DATA AND DESIGN IS CONFIDENTIAL AND THE PROPERTY OF BIRDAIR INC. IT IS NOT TO BE COPIED, REPRODUCED OR ITS CONTENTS DIVULGED WITHOUT THE WRITTEN PERMISSION OF BIRDAIR INC. DWG: STAFF CATENARY CLAMPING DETAIL CHK: STAFF 65 Lawrence Bell Drive ENG'R: N/A DWG. No. REV, Amherst, N.Y. 14221, U.SA Telephone: 716.633.9500 Fax: 716.633.9850 DATE: 05/15/03 1000 -C -03 A 2 EDGE DIVERTER DETAIL (BY BIRDAIR A1.5 AS NOTED Y N -A I \ t , , OI \ � GNU O •- ool M 10, /° CANOPY SHEET GENERAL NOTES ` 1. TENSILE FABRIC COVER AND COMPONENTS TO BE PROVIDED AND INSTALLED BY BIRDAIR. REFERENCE \ ' BIRDAIR TENSILE DRAWINGS FOR ALL COMPONENTS RELATED TO CANOPY TENSILE STRUCTURE. 2. REFERENCE STRUCTURAL DRAWINGS FOR ALL �- - STRUCTURAL COMPONENTS RELATED TO TENSILE STRUCTURE. 3. REFERENCE SHEET A1.4 CANOPY FLOOR PLAN, \ / STRUCTURAL DRAWINGS, AND TENSILE DRAWINGS FOR CANOPY DIMENSIONS. \ �\ I i - - - -7 / O, AMPHITHEATER LOBBY CANOPY ROOF PLAN 3/16" = V -0" ;,was / / VO N N Ln Go 00 Z• Z � O M QZ�jM� LLI O 23 o HU N � = `� Wu -2 O"a �Q = W C V O �V J4 ZVQZM CA Q J M r N �- WV,VV W O N Lu O O M � � (A ` 001 a1 -� V p m � O Q1 O 01 C Y O Ua� L 4) 1� M M ui toOO V W D vo:a' �`Lu Z W Z Z V W W W Z Cie >ape 0 V 7<j SEAL Lu Z F- Lu W W O O C) O� J CLO 0 N J .may CIA Q O U W DC c) 0 Q Ll. _ CL ISSUED FOR: No. DATE COMMENT C 9/12113 =M*=8(TAL7E7< TM D 101103 FR W SET E 1116113 FOR CONSTRUCTION F 12117/13 CHANCES70AMORYWRAM KEY PLAN CANOPY ROOF PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY MR DB DB SHEET No. A1.5 SCALE: AS SHOWN STEEL PLATE F TO MATCH ADJ C 100' -0" _ R OM � ESTRO P -2 SYNTHETIC STONE COUNTERTOP BEVERAGE COOLER ,r 100' -0" R S S RTE OOM CT -1 CT -2 CT -1 ACC -6 100' -0" RESTROOMS Al I('-KI t\ICIA/ (`CII Inlf_ \A /ITW Fl 2 GRFA CONCESSION: SERVICE ELEVATIONS 1/2" = 1' -0" ALIGN NEW CEILING WITH EXISTING CEILING GRFA CONCESSION: SERVICE ELEVATIONS 1/2" = 1' -0" P -1 NEW COILING DOOR, MATCH EXISTING NEW SYNTHETIC STONE COUNTERTOP P -1 NEW ICE BIN/ SODA STATION WALL BASE NEW SHELVING, MATERIAL AND FINISH TO MATCH EXISTING EEL PLATE PTD MATCH ADJ CMU 100' -0" RE�STROOMS CT-1 CT -2 CT-1 NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS kLL BASE " ' -0 100 RESTROOMS NEW WOOD SIDING, MATCH PHASE 1 RESTROOMS STUCCO WRAPPED OPENING GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" CT -1 CT -2 CT -1 100' -0" R$ ESTROOMS `' 1 GRFA CONCESSION: RESTROOM ELEVATIONS NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS 100' -0" RESTROOMS CT -2 CT -2 CT -2 0!0" R _ RESTROOM; ENI GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" 7 GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" NEW WOOD SIDING, MATCH PHASE 1 RESTROOMS NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS NEW RESTROOM SIGNAGE WITH BRAILLE (DEFERRED SUBMITTAL BY SIGNAGE CONTRACTOR) STUCCO WRAPPED OPENING GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" F5 GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" All 1/2" = 1' -0" -1 -2 -1 CT-1 CT -2 CT-1 ACC -6 Cl SYNTI C 100' -0" _ RESTROOMS CT -2 CT -2 CT -2 ACC -7 ACC -2 100' -0" R$ ESTROOMS CT-1 CT -2 CT-1 ACC -5 ACC -4 b 100' -0" RESTROOMS GRFA CONCESSION: SERVICE ELEVATIONS 1/2" = 1' -0" 5'-9" n GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" P -1 SYNTHETIC STONE COUNTERTOP BEVERAGE COOLER NEW WOOD SIDING, MATCH PHASE 1 RESTROOMS NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS NEW RESTROOM SIGNAGE WITH BRAILLE (DEFERRED SUBMITTAL BY SIGNAGE CONTRACTOR) GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" GRFA CONCESSION: RESTROOM KEY PLAN All 112" = 1' -0" U 0 N Ln N Go Z °C co "F z eq w W ZW Q ZVjMC1 � a+ Q1 .-. U�t= La OCL :2 L v 1 GnLLIQa tv LL w V O �V co U4 J CA 0 M J z � cn Lm z az tv Q J M co c !� G W W O N O M CO Op en M N '- -O Ck N m %G N C� � C1 0 Cr >VN n Y OX VQa L r- 1 ' N W m X m ch ui � J Lu co 0 N OC W c: °3 't �C W --jr z W z Vz Wlal W =O >a V7� SEAL Fmm W Z �mmm W Q W W 1: > O c� o Q 0 O� J O N J�l Q O 0 W cC v) 0 < u ISSUED FOR: > DATE COMMENT C 9112AS DRSIN!MWALTBAYM D 1011GA3 P91WWr E 111E113 FORCONSIRUC.nON F 12117118 OwMTOARWMnAms ST TC co KEY PLAN CONCESSION INTERIOR ELEVATIONS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY MR DB DB SHEET No. A3.1 SCALE: AS NOTED cl) W/ 31- -- GRFA CONCESSION: SERVICE ELEVATIONS 1/2" = 1' -0" P -1 NEW COILING DOOR, MATCH EXISTING NEW SYNTHETIC STONE COUNTERTOP P -1 NEW ICE BIN/ SODA STATION WALL BASE NEW SHELVING, MATERIAL AND FINISH TO MATCH EXISTING EEL PLATE PTD MATCH ADJ CMU 100' -0" RE�STROOMS CT-1 CT -2 CT-1 NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS kLL BASE " ' -0 100 RESTROOMS NEW WOOD SIDING, MATCH PHASE 1 RESTROOMS STUCCO WRAPPED OPENING GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" CT -1 CT -2 CT -1 100' -0" R$ ESTROOMS `' 1 GRFA CONCESSION: RESTROOM ELEVATIONS NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS 100' -0" RESTROOMS CT -2 CT -2 CT -2 0!0" R _ RESTROOM; ENI GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" 7 GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" NEW WOOD SIDING, MATCH PHASE 1 RESTROOMS NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS NEW RESTROOM SIGNAGE WITH BRAILLE (DEFERRED SUBMITTAL BY SIGNAGE CONTRACTOR) STUCCO WRAPPED OPENING GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" F5 GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" All 1/2" = 1' -0" -1 -2 -1 CT-1 CT -2 CT-1 ACC -6 Cl SYNTI C 100' -0" _ RESTROOMS CT -2 CT -2 CT -2 ACC -7 ACC -2 100' -0" R$ ESTROOMS CT-1 CT -2 CT-1 ACC -5 ACC -4 b 100' -0" RESTROOMS GRFA CONCESSION: SERVICE ELEVATIONS 1/2" = 1' -0" 5'-9" n GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" P -1 SYNTHETIC STONE COUNTERTOP BEVERAGE COOLER NEW WOOD SIDING, MATCH PHASE 1 RESTROOMS NEW RESTROOM DOOR, PTD TO MATCH PHASE 1 RESTROOM DOORS NEW RESTROOM SIGNAGE WITH BRAILLE (DEFERRED SUBMITTAL BY SIGNAGE CONTRACTOR) GRFA CONCESSION: RESTROOM ELEVATIONS 1/2" = 1' -0" GRFA CONCESSION: RESTROOM KEY PLAN All 112" = 1' -0" U 0 N Ln N Go Z °C co "F z eq w W ZW Q ZVjMC1 � a+ Q1 .-. U�t= La OCL :2 L v 1 GnLLIQa tv LL w V O �V co U4 J CA 0 M J z � cn Lm z az tv Q J M co c !� G W W O N O M CO Op en M N '- -O Ck N m %G N C� � C1 0 Cr >VN n Y OX VQa L r- 1 ' N W m X m ch ui � J Lu co 0 N OC W c: °3 't �C W --jr z W z Vz Wlal W =O >a V7� SEAL Fmm W Z �mmm W Q W W 1: > O c� o Q 0 O� J O N J�l Q O 0 W cC v) 0 < u ISSUED FOR: No. DATE COMMENT C 9112AS DRSIN!MWALTBAYM D 1011GA3 P91WWr E 111E113 FORCONSIRUC.nON F 12117118 OwMTOARWMnAms KEY PLAN CONCESSION INTERIOR ELEVATIONS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY MR DB DB SHEET No. A3.1 SCALE: AS NOTED V O N N W Z w '. . LU Z• 17 " -19" w V� 30" MIN �?� EQUIPMENT — — — — — WORKOSUR ACE MECHANISM, COINIS OT, Z Lu O+ M C1 PERMITTED IN F MIRROR START BUTTON, ETC. V :5 t= O esI SHADED AREA I I 2' -0' F 0 _ ;2 O V-2:0 ol W< CLCLL Q I I I I Q�° c�.CO x 2i I I I I w a z I I 8° x � I I ~ gy m o �o I I z MIN - � 7 u Lu N I �_ - -� I O I N M in n x Z Ln "' Q Go CD ® N N U U Z 48" MIN 6" MIN 30" MIN N 8" MIN 6" MAX W O r- co n en oD p M MOUNTING A O M CLEAR FLOOR SPACE CLEARANCES AT REQUIREMENTS AT CLEAR FLOOR SPACE URINAL MOUNTING f N SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE AT LAVATORY LAVATORY AT URINAL REQUIREMENTS v` C o� m ACCESSORIES >UN n n WALL MOUNTAIN WATER COOLER Y C �aLL. U 4 Lm W°4 m 0 V V _j Oo Z �il I� L) �c:�' oCW Z 0 Ix � w W Lu ? Z V Q O U W W = J Q W W J3:22" MIN ¢z JZ Z d -2 3' -6" MIN 6" _ CL 0 "t 32" MIN 4" MAX 3' -3" MIN U 30" MIN 30" MIN Nt GRAB BAR SEAL � GRAB BAR I = U 6" 24" MIN MIN REINFORCING NOT TO EXCEED o U �j FOUNTAIN DEPTH z z I z Q °o [ Z v__ L - -- — -- — — — — - - - -- O U- Q °O p 6" 7" TOILET PAPER O z z J LOCATION c? v Z z I— _r —I - co f) co ° �� I I I N m z � 00 �c/) O0 18" 18" 18" MIN 18" 1' -6" 36" MIN 60" MIN 48" MIN V) ry Fmm ALTERNATE WATER STANDARD WATER CLEAR FLOOR SPACE GRAB BAR REQUIREMENTS FREE - STANDING FOUNTAIN OR COOLER BUILT IN FOUNTAIN OR COOLER CLOSET STALL CLOSET STALL AT WATER CLOSET AT WATER CLOSET W 2 PLUMBING FIXTURE CLEARANCES A107.1 1/2" = 1' -0" Lu W Oo 0 0 0 (�e O 1 < < X PUSH SIDE PULL SIDE — — J N NOTE: X = 12" F O l?' - Z_ _ Z MIN IF DOOR I V r 0_)_ z I HAS BOTH A z I I J N CLOSER AND z �L, I LATCH co FORWARD REACH RANGES SIDE REACH RANGES \/ I I 18" MIN, 24" \/ I I PREFERRED I Lu U 32" MIN FRONT APPROACH- SLIDING OR 30" , FRONT APPROACHES SWINGING DOOR FOLDING DOORS EVE LEVEL HANDLE �^ P 0 ARMREST 00 AP m mm C C LLM SEAT NOTE: Y = 54" MIN IF DOOR HAS CLOSER o � PUSH SIDE TOE N M NOTE: Y = 48" MIN PULL SIDE 24" MIN 00 24" 7" 7' 24" IF DOOR HAS A 24" MIN 24" MIN CLOSER DIMENSIONS OF ADULT -SIZED DIMENSIONS OF ADULT -SIZED I WHEELCHAIR WHEELCHAIR z I I I 36" MIN } N I }� I N I I I � I I I I ISSUED FOR: MINIMUM WIDTH FOR SINGLE WHEELCHAIR No. DATE COMMENT C 9112A3 oRStirroaex AL7W7M LATCH SIDE APPROACHES SWINGING DOOR LATCH SIDE APPROACH - SLIDING OR FOLDING D 1041113 pEMSEr N DOORS E 11160113 POROOhIS1RUCIlON F 12/t71113 CHANWTOARIIIIII01MRAM 42" 6' Oi/b7/i4 REVISION Z N�a, NOTE: Y = 48" MIN IF NOTE: X = 36" MIN IF Y = 60" X a DIMENSIONS OF ADULT -SIZED 00 DOOR HAS BOTH A = 42" MIN IF Y - 54" WHEELCHAIR LATCH AND CLOSER a� 7" 54" MIN PUSH SIDE — — PULL SIDE — — — 54" MIN 7" 10" 10" c I DIMENSIONS OF ADULT -SIZED F WHEELCHAIR I z_ z I I } x I I I 0 60" MIN 48" 1 SLIDE SIDE APPROACH - SLIDING OR FOLDING HINGE SIDE APPROACHES SWINGING DOOR MINIMUM CLEAR WIDTH FOR TWO DOORS CLEAR FLOOR SPACE WHEELCHAIRS 12" MIN 36" MIN 12" MIN KEY PLAN 78" MIN J � II z 00 00 co 60" MIN n� n ACCESSIBILITY SPACE NEEDED FOR U-TURN T- SHAPED SPACE FOR 180° TURNS WHEELCHAIR TURNING SPACE I I TWO HINGED DOORS IN SERIES �� �� I I STANDARDS LL— -- & CLEARANCES PROJECT No. ORIGIN DATE 20132266.00 07/01/13 3 GENERAL ACCESSIBILITY INFORMATION 1 ]DOOR CLEARANCE DETAILS DRAWN BY CHKBY TRVBY A107.1 1/4" = 1' -0" A107.1 1/4" = V -0" MR DB DB SHEET No. A5.1 SCALE: AS SHOWN SMOOTH RIVER ROCK BALLAST 1" MIN RIGID INSULATION SLOPED To DRAIN (R -10) INTERIOR INTERIOR INTERIOR EXTERIOR EXTERIOR EXTERIOR V) 0 0 SEAL EPDM ROOF MEMBRANE ROOF ASSEMBLY ° a ® a I — DRAINAGE MAT PER coo 00 � METAL STUD FRAMING ABOVE INTERIOR EXTERIOR ° IW- C6 C6 CEILING I 4 z REF STRUCT 1/2" RESILIENT CHANNEL NEW SERVICE EXISTING INTERIOR EXTERIOR M, 1/2" FIRE TREATED PLYWOOD INTERIOR REF RCP ti ° I REF STRUCT DWGS III— KITCHEN 6" CMU, SCORED FACE TO MATCH U w - COLD FLUID - APPLIED SECTION STRUCTURAL DWGS EXISTING PATTERN, REF STRUCT Z � r C o TO a a WATERPROOFING, EXTEND PLAN REF INT ELEVS FOR FINISHES DWGS; NOTE CMU WALL IS 5 I I METAL LATH, BOTH SIDES DWGS ° I STUCCO I EXISTING AT "W4A" CONDITION -® Q u 2 m - I INTERLOCKING PANEL SEAM I STRUCTURAL DWGS I BACKER ROD AND SEALANT ' T/O PAVER r, ° SECTION � _ � C� 3 112" METAL STUD; 16" OC SECTION CMU, REF STRUCT DWGS 4 ° I I I SIDES V� ox METAL STUD CEILING J METAL LATHS 3 1/2" METAL STUD AIR INFILTRATION BARRIER W Q LL 5/8" GWB OR TILE BACKER BOARD; STAINED 1 x 6 T &G V- GROOVE FRAMING AS REQUIRED SECTION EXISTING CMU WALL ° a CMU, REF STRUCT DWGS I (TYP) � Q U g TO MATCH EXISTING ACOUSTIC CONTROL ALL CMU SHOULD BE SCORED a VAPOR BARRIER 8" CAST IN PLACE CONCRETE, I CEILING HEIGHT; 16" OC w p BLOCK TO MATCH EXISTING 7/8 METAL HAT CHANNEL I � / EXTERIOR SHEATHING z I NOTE: PROVIDE NEW STUCCO I ° REF STRUCT DWGS COPPER PANEL V < cz at � 5/8" GWB OR TILE BACKER BOARD; I EXISTING FINISHES TO REMAIN I REF INT ELEVS FOR FINISHES �— � � Q 5/8" GWB, PAINTED TO MATCH AIR INFILTRATION BARRIER I "SIM" CONDITION I EXTERIOR GRADE PLYWOOD �- n � m M U J Q ADJACENT FINISH COLOR PLAN a I VERTICAL 16" O.C. SECTION I BACKING PANEL, THICKNESS TO IU cd e T_ VARIES, REF RCP III III III III III III - REF STRUCT DRAWINGS PLAN ��, I I MATCH EXISTING COPPER PANELS _ 0 Q REMOVE EXISTING FINISHES, PLUMBING; REF MECH DWGS I INTERLOCKING PANEL SEAM J N V) CLEAN BLOCK AND FINISH PAINT a ° 6" CMU, SCORED FACE TO MATCH = W w W w J 191 ROOF /CEILING ASSEMBLY TYPE R1 15 INTERIOR WALL ASSEMBLY TYPE P6 11 INTERIOR WALL ASSEMBLY TYPE P2 7 EXTERIOR WALL ASSEMBLY TYPE W7 3 EXTERIOR WALL ASSEMBLY TYPE W3 EXISTING PATTERN _ < Q W Q A5.2 1 1/2" = 1' -0" A5.2 1 1/2" = 1' -0" 3 1/2" METAL STUD REQUIRED TO ALIGN WITH GWB COMPACTED SUB - GRADE, AIR INFILTRATION BARRIER VAPOR BARRIER REF CIVIL EXTERIOR GRADE PLYWOOD 110 c) 9 M ao BACKING PANEL M 00 0 M N 6" CMU, SCORED FACE TO MATCH 6" CMU, SCORED FACE TO MATCH 5/8" GWB OR TILE BACKER BOARD; PLAN I INTERLOCKING PANEL SEAM p m M N � EXISTING PATTERN, REF STRUCT EXISTING PATTERN, REF STRUCT I I REF INT ELEVS FOR FINISHES I 1A , cn O I DWGS I NOT SHOWN, REF CIVIL No. NOTE: PAINT PLYWOOD FLAT - > U C 9/12/13 DRB MINOR Wr ALTERATION BLACK AT ALL SEAMS (TYP) m O Qx COPPER PANEL Q U NOT USED 12 INTERIOR WALL ASSEMBLY TYPE P3 8 EXTERIOR WALL ASSEMBLY TYPE W8 4 EXTERIOR WALL ASSEMBLY TYPE W4 00 X J NTS A5.2 1 1/2" = V -0" A5.2 1 1/2" = V -0" A5.2 1 1/2" = V -0" \- W O Z Lu -_ d le w w W Z SMOOTH RIVER ROCK BALLAST 1" MIN RIGID INSULATION SLOPED To DRAIN (R -10) INTERIOR INTERIOR INTERIOR EXTERIOR EXTERIOR EXTERIOR W W Z J ZV �< Ww LLI ~ %C- �O UQv~i� Z 0 SEAL EPDM ROOF MEMBRANE ROOF ASSEMBLY ° a a I — DRAINAGE MAT PER � METAL STUD FRAMING ABOVE WATERPROOFING MANUF -------------- - - - - -- T/O FRAMING CEILING I 4 REF STRUCT 1/2" RESILIENT CHANNEL _- 8' CAST IN PLACE CONCRETE, I I I STUCCO, BOTH SIDES M, 1/2" FIRE TREATED PLYWOOD INTERIOR REF RCP ti ° I REF STRUCT DWGS III— ROOF SHEATHING, REF COLD FLUID - APPLIED SECTION STRUCTURAL DWGS 5/8" GWB OR TILE BACKER BOARD; GWB CEILING a a WATERPROOFING, EXTEND PLAN REF INT ELEVS FOR FINISHES PLAN I III- ABOVE FINISH GRADE 12" MIN I I METAL LATH, BOTH SIDES DWGS ROOF JOISTS, REF I INTERLOCKING PANEL SEAM STRUCTURAL DWGS EXTERIOR INTERIOR BACKER ROD AND SEALANT — PLUMBING; REF MECH DWGS T/O PAVER r, AIR INFILTRATION BARRIER, BOTH C� 3 112" METAL STUD; 16" OC SECTION CMU, REF STRUCT DWGS 4 ° I I I SIDES METAL STUD CEILING 3 1/2" METAL STUD NOTE: PAINT PLYWOOD FLAT BLACK AT ALL SEAMS 5/8" GWB OR TILE BACKER BOARD; STAINED 1 x 6 T &G V- GROOVE FRAMING AS REQUIRED 3 1/2" BATT INSULATION FOR > NOTES: I —III CMU, REF STRUCT DWGS (TYP) TO MATCH EXISTING ACOUSTIC CONTROL ALL CMU SHOULD BE SCORED a VAPOR BARRIER CEILING HEIGHT; 16" OC ><D BLOCK TO MATCH EXISTING 7/8 METAL HAT CHANNEL I � / EXTERIOR SHEATHING z I NOTE: PROVIDE NEW STUCCO I NOTE: PROVIDE ACOUSTICAL SEALANT AND HEAD AND BASE PATTERN, 5/8" GWB OR TILE BACKER BOARD; I � FINISH ON EXISTING WALL AT REF INT ELEVS FOR FINISHES 5/8" GWB, PAINTED TO MATCH I 7/8" MTL HAT CHANNEL RUN I "SIM" CONDITION U. 5/8 GWB CEILING FINISH ADJACENT FINISH COLOR PLAN SECTION VERTICAL 16" O.C. SECTION METAL LATH VARIES, REF RCP III III III III III III - REF STRUCT DRAWINGS Lu VAPOR BARRIER VIII AIR INFILTRATION BARRIER AIR INFILTRATION BARRIER 6" CMU, SCORED FACE TO MATCH LLJ 191 ROOF /CEILING ASSEMBLY TYPE R1 15 INTERIOR WALL ASSEMBLY TYPE P6 11 INTERIOR WALL ASSEMBLY TYPE P2 7 EXTERIOR WALL ASSEMBLY TYPE W7 3 EXTERIOR WALL ASSEMBLY TYPE W3 EXISTING PATTERN Lu A5.2 11 1/2" = 1' -0" A5.2 11 1/2" = 1' -0" A5.2 1 1/2" = 1' -0" A5.2 1 1/2" = 1' -0" A5.2 11 1/2" = 1' -0" REQUIRED TO ALIGN WITH GWB D 10/16/13 PERMIT SET E 11/6/13 FOR CONSTRUCTION F 12/17/13 CHANGES TO APPROVED PLANS 01/07/14 REVISION 2 18 FLOOR ASSEMBLY TYPE F2 14 INTERIOR WALL ASSEMBLY TYPE P5 101 INTERIOR WALL ASSEMBLY TYPE P1 6 EXTERIOR WALL ASSEMBLY TYPE W6 2 EXTERIOR WALL ASSEMBLY TYPE W2 A5.2 11 1/2" = 1' -0" A5.2 11 1/2" = 1' -0" A5.2 11 1/2" = 1' -0" A5.2 1 1/2" = V -0" A5.2 11 1/2" = 1' -0" REF SPEC FOR CONCRETE NEW RESTROOM EXISTING FINISH KITCHEN INTERIOR EXTERIOR INTERIOR EXTERIOR REF PLANS FOR SLOPE T/O CONC 5/8" GWB OR TILE BACKER BOARD; INTERIOR EXTERIOR a REF FLOOR PLANS PLUMBING; REF MECH DWGS I REF INT ELEVS FOR FINISHES I KEY PLAN � I I III - a EXISTING CMU WALL SECTION a i i STUCCO CMU, REF STRUCT DWGS I oo AIR INFILTRATION BARRIER METAL LATH I _ 0 00 0 ° 000 °o O° o °0 0 0 ° oo ° CONCRETE SLAB ON GRADE, EXISTING FINISHES TO REMAIN oO�o� 000 00() o0O0o 00 oO�o °Oo ° O ° 000 © ° oO�o °o 00o a °O�° °0 00° o DOdo °0 0 REF STRUCT DRAWINGS �O�l 00 0��o�c �0_�o Oo �OOo I� I AIR INFILTRATION BARRIER WATERPROO FNG, EXTEND STAINED 1 x 6 T &G V- GROOVE _ (0 PLAN SIDING, TO MATCH EXISTING i ABOVE FINISH GRADE 12" MIN 1 —III III —III I 6" CMU, REF STRUCT DWGS PLAN — III —III, III III III REMOVE EXISTING FINISHES, 5/8" EXT GYPSUM SHEATHING PLAN 3 1/2" HIGH DENSITY BATT III CONTINUOUS, REINFORCED CLEAN BLOCK I INSULATION (R -15) VAPOR RETARDER I I III— GRAVEL BED, REF CIVIL I I DRAINAGE MAT PER 5/8" GWB OR TILE BACKER BOARD; 3 1/2" METAL STUD i REF INT ELEVS FOR FINISHES i III WATERPROOFING MANUF NOTE: SUBDRAIN SYSTEM I NOT SHOWN, REF CIVIL 5/8" GWB OR TILE BACKER BOARD; 3 1/2" METAL STUD ol III- �p ,d""'® REF INT ELEVS FOR FINISHES I I 7/8" METAL HAT CHANNEL I IIL�iO LY VAPOR BARRIER I VIII- PLAN I AIR INFILTRATION BARRIER T � L STAINED 1 x 6 T &G V- GROOVE PROJECT No. ORIGIN DATE SIDING, TO MATCH EXISTING 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY 17 FLOOR ASSEMBLY TYPE F1 13 INTERIOR WALL ASSEMBLY TYPE P4 9 EXTERIOR WALL ASSEMBLY TYPE W9 5 EXTERIOR WALL ASSEMBLY TYPE W5 1 EXTERIOR WALL ASSEMBLY TYPE W1 MR DB DB A5.2 11 1/2" = 1' -0" A5.2 1 1/2" = 1' -0" A5.2 1 1/2" = V -0" A5.2 1 1/2" = V -0" SHEET No. A5e2 SCALE: AS SHOWN � N M, INTERIOR INTERIOR N (RESTROOM) (SERVICE) O PAVERS,REFLANDSCAPE DWGS INTERLOCKING PANEL SEAM INTERIOR EXTERIOR INTERIOR EXTERIOR T/O PAVER r, C� REF FLOOR PLANS �� NOTE: PAINT PLYWOOD FLAT BLACK AT ALL SEAMS 5/8" GWB OR TILE BACKER BOARD; STAINED 1 x 6 T &G V- GROOVE I ir (TYP) REF INT ELEVS FOR FINISHES SIDING, TO MATCH EXISTING STUCCO COMPACTED SAND BED COPPER PANEL oo 7/8 METAL HAT CHANNEL I � / EXTERIOR SHEATHING z I NOTE: PROVIDE NEW STUCCO I a � FINISH ON EXISTING WALL AT 5/8" GWB, PAINTED TO MATCH I 7/8" MTL HAT CHANNEL RUN I "SIM" CONDITION U. CONCRETE SLAB ON GRADE, PLAN ADJACENT FINISH COLOR PLAN SECTION VERTICAL 16" O.C. SECTION METAL LATH III III III III III III - REF STRUCT DRAWINGS I I VIII AIR INFILTRATION BARRIER AIR INFILTRATION BARRIER 6" CMU, SCORED FACE TO MATCH METAL STUD, WIDTH AS EXISTING PATTERN REQUIRED TO ALIGN WITH GWB COMPACTED SUB - GRADE, WITH EXISTING FINISHES REF CIVIL Io A EXTERIOR GRADE PLYWOOD BACKING PANEL 6" CMU, SCORED FACE TO MATCH 6" CMU, SCORED FACE TO MATCH ISSUED FOR: EXISTING PATTERN, REF STRUCT EXISTING PATTERN, REF STRUCT I I NOTE: SUBDRAIN SYSTEM I DWGS I DWGS NOT SHOWN, REF CIVIL No. DATE COMMENT C 9/12/13 DRB MINOR Wr ALTERATION D 10/16/13 PERMIT SET E 11/6/13 FOR CONSTRUCTION F 12/17/13 CHANGES TO APPROVED PLANS 01/07/14 REVISION 2 18 FLOOR ASSEMBLY TYPE F2 14 INTERIOR WALL ASSEMBLY TYPE P5 101 INTERIOR WALL ASSEMBLY TYPE P1 6 EXTERIOR WALL ASSEMBLY TYPE W6 2 EXTERIOR WALL ASSEMBLY TYPE W2 A5.2 11 1/2" = 1' -0" A5.2 11 1/2" = 1' -0" A5.2 11 1/2" = 1' -0" A5.2 1 1/2" = V -0" A5.2 11 1/2" = 1' -0" REF SPEC FOR CONCRETE NEW RESTROOM EXISTING FINISH KITCHEN INTERIOR EXTERIOR INTERIOR EXTERIOR REF PLANS FOR SLOPE T/O CONC 5/8" GWB OR TILE BACKER BOARD; INTERIOR EXTERIOR a REF FLOOR PLANS PLUMBING; REF MECH DWGS I REF INT ELEVS FOR FINISHES I KEY PLAN � I I III - a EXISTING CMU WALL SECTION a i i STUCCO CMU, REF STRUCT DWGS I oo AIR INFILTRATION BARRIER METAL LATH I _ 0 00 0 ° 000 °o O° o °0 0 0 ° oo ° CONCRETE SLAB ON GRADE, EXISTING FINISHES TO REMAIN oO�o� 000 00() o0O0o 00 oO�o °Oo ° O ° 000 © ° oO�o °o 00o a °O�° °0 00° o DOdo °0 0 REF STRUCT DRAWINGS �O�l 00 0��o�c �0_�o Oo �OOo I� I AIR INFILTRATION BARRIER WATERPROO FNG, EXTEND STAINED 1 x 6 T &G V- GROOVE _ (0 PLAN SIDING, TO MATCH EXISTING i ABOVE FINISH GRADE 12" MIN 1 —III III —III I 6" CMU, REF STRUCT DWGS PLAN — III —III, III III III REMOVE EXISTING FINISHES, 5/8" EXT GYPSUM SHEATHING PLAN 3 1/2" HIGH DENSITY BATT III CONTINUOUS, REINFORCED CLEAN BLOCK I INSULATION (R -15) VAPOR RETARDER I I III— GRAVEL BED, REF CIVIL I I DRAINAGE MAT PER 5/8" GWB OR TILE BACKER BOARD; 3 1/2" METAL STUD i REF INT ELEVS FOR FINISHES i III WATERPROOFING MANUF NOTE: SUBDRAIN SYSTEM I NOT SHOWN, REF CIVIL 5/8" GWB OR TILE BACKER BOARD; 3 1/2" METAL STUD ol III- �p ,d""'® REF INT ELEVS FOR FINISHES I I 7/8" METAL HAT CHANNEL I IIL�iO LY VAPOR BARRIER I VIII- PLAN I AIR INFILTRATION BARRIER T � L STAINED 1 x 6 T &G V- GROOVE PROJECT No. ORIGIN DATE SIDING, TO MATCH EXISTING 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY 17 FLOOR ASSEMBLY TYPE F1 13 INTERIOR WALL ASSEMBLY TYPE P4 9 EXTERIOR WALL ASSEMBLY TYPE W9 5 EXTERIOR WALL ASSEMBLY TYPE W5 1 EXTERIOR WALL ASSEMBLY TYPE W1 MR DB DB A5.2 11 1/2" = 1' -0" A5.2 1 1/2" = 1' -0" A5.2 1 1/2" = V -0" A5.2 1 1/2" = V -0" SHEET No. A5e2 SCALE: AS SHOWN iWOOD SIDING FINISH W AIR INFILTRATION BARRIER LAPPED OVER FLASHING SEALANT VAPOR RETARDER GALVANIZED METAL KICK PREMOLDED EXPANSION JT, FLASHING OVER 18" WIDE GRACE REF STRUCT VYCOR STRIP FLASHING F PAVER ASSEMBLY, REF F T/O CONC LANDSCAPE DWGS REF FLOOR PLANS ° a i 2// d � i / Al a G ° a EXTERIOR BASE DETAIL AT WOOD SIDING 1 1/2" = V -0" NOTE: CONDITION SIMILAR FRAMED WALL ON OPPOSII SIDE OF OPENING AIR INFILTRATION BARRIEF WRAP OPENING PRESSURE TREATED WOOI BLOCKING, FINISH TO MAT( SIDING SEALANT AT STUCCO AND SIDING TO NEW BLOCKING BULLNOBE CORNER BOTH SIDES, RADIUS TO MATCH EXISTING CASED OPENING DETAIL AT RESTROOM VESTIBULE OPENING BEYOND, REF 7/A5.3 SCORED OR TROWELED CONTROL JOINT T/O CONC REF FLOOR PLANS ASPHALT EXPANSION JOINT, CONTINUE OVER TOP OF CUT CMU BELOW SEALANT F ' u I 4 I 1 4 r�,lll�l EXISTING CMU WALL, CUT OPENING TO RECEIVE NEW WORK =1 I 11111 EXISTING SLAB ON GRADE TO REMAIN NEW FLOOR TO EXISTING FLOOR CONTROL JOINT 1 1/2" = V -0" EXISTING CMU WALL TO REMAIN, REMOVE EXISTING EXTERIOR FINISHES, CLEAN AND PREP FOR NEW INTERIOR FINISH SEALANT ASPHALT EXPANSION JOINT F T/O CONC REF FLOOR PLANS SEA NEW CMU WALL EXISTING CMU WALL EXTRUDED RUBBER CMU CONTROL JOINT EXISTING STUCCO FINISH TO REMAIN — STUCCO CONTROL JOINT NEW STUCCO FINISH 2x WOOD TRIM, STAINED TO MATCH SOFFIT, SEALANT BOTH SIDES COPPER PANEL, REF WALL ASSEMBLY AND ELEVATIONS ° ° SEALANT o• ° NEW CAST IN PLACE WALL 6 EXISTING TO NEW EXTERIOR WALL DETAILS A5.3 111/2" = V -0" NOTE: NEW STAINLESS STEEL EXISTING ISOLATION BOWL AND FAUCET TO MATCH JOINT TO REMAIN PHASE 1 WORK AT ALL EXISTING LAVATORY LOCATIONS INDICATED EXISTING SLAB ON ON PLANS GRADE TO REMAIN NEW SYNTHETIC STONE COUNTERTOP OVER 1/2" SHEATHING d a Lo O O O O O IIIEIIIIII�I�I;,II NEW FLOOR TO EXISTING WALL CONTROL JOINT z 1 1/2" = V -0" r` N EXISTING CMU WALL, REF PLANS FOR LOCATION OF NEW OPENING, CUT AT EXISTING JOINT STEEL ANGLE, REF STRUCTURAL DWGS 1/4" STEEL PLATE, WIDTH OF CMU, EASE EDGES HEAD DETAIL AT NEW CUT WALL OPENING 1 1/2" = V -0" EXISTING CMU WALL, REF PLANS FOR LOCATION OF NEW OPENING, CUT AT EXISTING JOINT e�znj� 3�:Inr•»�_�r= 1/4" STEEL PLATE, WIDTH OF CMU, EASE EDGES, ANCHOR TO CMU SEALANT JAMB DETAIL AT NEW CUT WALL OPENING 1 1/2" = V -0" A5.3 1 1/2" = V -0" 2' -0" 1" 8" MIN 6" KNEE AND TOE CLEARANCE 11" MIN I 6" MAX VANITY OR WORK SURFACE MIRROR FRAMING AS REQUIRED _ z 0,)2 5 VANITY COUNTER SECTION (ADD ALT NO. 1 A5.3 111/2" = V -0" REMOVE AND REINSTALL EXISTING BOX OFFICE TRANSACTION WINDOWS NEW SYNTHETIC STONE COUNTERTOP OVER 1/2" SHEATHING 1/2" SHEATHING PTD BLACK SEALANT INTERIOR PRESSURE TREATED WOOD CANT EXISTING SLAB ON GRADE T/O CONC REF FLOOR PLANS U U po 0OO °nQO n 11� 11 T ' 111,;,111= EXISTING CMU WALL TO REMAIN AS IS REMOVE AND REINSTALL RECESSED STAINLESS STEEL DEALTRAY WOOD STUD FRAMING AS REQUIRED TO SUPPORT NEW COUNTERTOP V -2" i LED STRIP LIGHT 1/2" SHEATHING PTD BLACK BACKER ROD AND SEALANT 0 EXTERIOR LAP AIR INFILTRATION BARRIER OVER FLASHING 0 MTL FLASHING, EXTEND UP WALL 6" MIN SEALANT Q Q - EXISTING PAVERS AND SUBSTRATE TO REMAIN AS IS 4 BOX OFFICE COUNTER SECTION A5.3 1 1/2" = V -0" SCHLUTER DILEX -BWS EXPANSION JOINT, BLACK 3/16" NOTE: USE MAXIMUM LENGTHS AVAILABLE FOR COUNTERTOPS, PROVIDE ABOVE CONTROL JOINT DETAIL AT LOCATIONS WHERE BUTT JOINT IS REQUIRED DUE TO PANEL LENGTH AT DETAILS 3,4 AND 5 (NTS) NEW SYNTHETIC STONE WOOD STUD FRAMING AS COUNTERTOP OVER 1/2" REQUIRED TO SUPPORT NEW SHEATHING COUNTERTOP 1 1' -10" I I V -2" 1/2" SHEATHING PTD BLACK SEALANT PRESSURE TREATED WOOD CANT SLIP JOINT, REF STRUCT - F1 T/O CONC REF FLOOR PLANS oo LED STRIP LIGHT 1/2" SHEATHING PTD BLACK BACKER ROD AND SEALANT LAP AIR INFILTRATION BARRIER OVER FLASHING 0 MTL FLASHING, EXTEND UP WALL 6" MIN P7 o_ -onog �' ° °�° III - III - III -III -I I I- III -III -1 1-1 1 ° ° ° °° ° =1 I I 1 1 1 1 -1111 1 11 I I —I I 11 -1 1 I I 1 EXTEND BELOW GRADE WATERPROOFING UP WALL 6" MIN ABOVE GRADE CONCESSION COUNTER SECTION 1 1/2" = V -0" SLIP JOINT, T/O CONC REF FLOOR PLANS CO FINISH JFILTRATION BARRIER LAPPED OVER RPROOFING ATH BLE FLASHING LAP OVER MTL HING WEEP SCREED =LASHING WITH DRIP )E, REF CIVIL )PE AGE SHEET PER WATERPROOFING F FLUID - APPLIED WATERPROOFING, ID ABOVE GRADE 12" MIN OUNDATION WALL, REF STRUCT DWGS EXTERIOR FOUNDATION WALL AT STUCCO TO GRADE 1 1/2" = V -0" v CMU FOUNDATION WALL, REF STRUCT W = DWGS — DRAINAGE SHEET PER =I I WATERPROOFING MANUF SLIP JOINT, REF STRUCT COLD FLUID - APPLIED F WATERPROOFING, FROM BOTTOM OF T/O CONC I III_ CONC WALL TO 12" MIN ABOVE GRADE REF FLOOR PLANS 4 I I I PROVIDE PARGED CANT TO EDGE OF III FOOTING W/ 5% SLOPE IIIIIIII GRAVEL FILTER FABRIC 1 =1 1�- 1 1 =1 11= 10 p o � 0.p00� oO0 0 o- ��I.IaL.�l i I -1111 I �Jo oLJoO oO�Jo0o�o00000 o0I I 111 =111= o ° 0 000 000 000 000�- (0'�po0)001 11= T/O FOOTING _ — — — — 0�00�0000°o��o�Q =1 REF STRUCT —III a o 00 000 000 00 I I I- 00000 00 �II11111 ° ooAo 000 000 00 111111 _ a a �0�°o0omo�oo1 1 =1 —111 a 0. °00 0 X11 I I I; -1111 I— III =1 I I I, 1I I I I I I I I— FOOTING, REF STRUCT FOUNDATION DRAIN, REF SOILS REPORT AND CIVIL DWGS UNDISTURBED SOIL BACKFILL 1 EXTERIOR FOUNDATION WALL AT FOOTING 75.3 1 1/2" = V -0" N N V O Z w H W '. . Z• ? aZ� O VS o co -2 O LL W 'O < CL c O Q o =o mM Zw Z "� Ln 8 J aaSNySo bcd u V Z G � OUJI O N W �O co M oD M Gk H 0 O� %O C4 N C� >V� m 01 n 01 n C1 C Y O U 4 Ln Lu mm0 V Z N voo Lu a �2 oC W z Z W Z Z Z < V WW W 5: CL V: : SEAL w Z W U W W Oo o Q Fmm 0 O� 11m N V J ti Q Ov X41 0 U uj V) 0 < z: o kISSUED FOR: o. DATE COMMENT 9112A3 =tirroaWAL7 7M D IVACA3 mgmr$Er E 11103 K* OOM RUCTION F 12A7A3 rounlolu®n� 01/07/14 IeEVIION 2 KEY PLAN MISC CONNECTION DETAILS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY MR DB DB SHEET No. A5.3 SCALE: AS SHOWN STUCCO FINISH BULLNOSE CORNER BEAD FIRE RETARDANT TREATED WOOD BLOCKING ,r T/O CMU REF STRUCT FLEXIBLE FLASHING AIR INFILTRATION BARRIER- METAL LATH — STUCCO FINISH CMU, REF STRUCT DWGS 3%" x 3%" PRESSURE TREATED WOOD CANT STRIP STUC META CMU, DWG; MA B/O AIR Ir BARB �7VIN STUC BEYC TNEMEC 3 -PART ELASTOMERIC CAP SYSTEM, PAINTED TO MATCH STUCCO (REF SPECS) _ MTL LATH BULLNOSE CORNER BEAD o � I I _ FLEXIBLE FLASHING LAP OVER MTL FLASHING AND UP PARAPET AND OVER I AIR INFILTRATION BARRIER BASE WEEP SCREED I • • MTL FLASHING EXTEND I BELOW ROCK I BALLASTED EPDM ROOF, REF ROOF ASSEMBLY FOR \ ADDITIONAL INFORMATION I \\ - - - - -- ROOF SHEATHING, REF STRUCTURAL Z C R DWGS ROOF JOISTS. REF STRUCTURAL DWGS TYP PARAPET ROOF DETAIL 3" ;TUD CEILING 3 AS REQUIRED 'WB SHEATHING _TRATION BARRIER 1 x 6 T &G W/ VE REDWOOD TO MATCH EXIST TRIM, FINISH TO F &G ROD AND SEALANT i FINISH ATH SE CORNER BEAD, DES, RADIUS TO EXISTING STUCCO BULKHEAD DETAIL 3" = 1' -0" ,i T/O CEILING REF RCP R ROOF SHEATHING, REF STRUCTURAL DWGS ROOF JOISTS, REF STRUCTURAL DWGS FIRE TREATED WOOD BLOCKING AS RE, FOR DRAIN MOUNT DRAIN WITH REMOVABLE PERFORATED SCREEN ASSEMBLY (ZURN Z110) CEILING FRAMING, REF ROOF CEILING ASSEMBLY GWB CEILING STUCCO FINISH (HEIGHT TO MATCH EXISTING FINISHED PARAPET WALL) BULLNOSE CORNER BEAD FIRE RETARDANT TREATED WOOD BLOCKING EXTEND MEMBRANE TO TOP OF CMU WALL T/O CMU EXISTING FLEXIBLE FLASHING METAL LATH STUCCO FINISH BASE WEEP SCREED MTL FLASHING EXTEND BELOW ROCK EXISTING CMU WALL 3%" x 3%" PRESSURE TREATED / WOOD CANT STRIP . ... .... i 0� i TNEMEC 3 -PART ELASTOMERIC CAP SYSTEM, PAINTED TO MATCH STUCCO (REF SPECS) MTL LATH �BULLNOSE CORNER BEAD NOTE: REMOVE AND REPLACE EXISTING STUCCO FINISH AT THE PARAPET WALL AS REQUIRED TO RECEIVE NEW WORK XISTING CORNER DETAIL LE EMAIN "AS IS" TING ROOF TO REMAIN \ S" \\ Z` R� ROOF SHEATHING, REF STRUCTURAL ✓/ DWGS ROOF JOISTS, REF STRUCTURAL DWGS NEW ROOF TO EXISTING PARAPET TIE -IN 3" = V -0" STUCCO FINISH TNEMEC 3 -PART ELASTOMERIC CAP SYSTEM, PAINTED TO MATCH STUCCO (REF SPECS) BULLNOSE CORNER BEAD � 0 I ,0 0 I MTL LATH I a STUCCO FINISH FLEXIBLE FLASHING, EXTEND TO TOP OF PARAPET PER MFR STANDARD DETAILING FLEXIBLE FLASHING LAP OVER SCUPPER PER MFR STANDARD DETAILING BASE WEEP SCREED MESH SCREEN TO BLOCK BALLAST; PROVIDE WITH 50% MIN FREE AREA EPDM MEMBRANE, DI PER MFR STANDARD SCUPPER DETAILING DOWNSPOUT, REF MECH DWGS ❑I 0 Q M Q Q C/ of BULLNOSE CORNER BEAD FIRE RETARDANT TREATED WOOD BLOCKING FLEXIBLE FLASHING Di Q I FLEXIBLE FLASHING Q I LAP OVER SCUPPER z PER MFR STANDARD DETAILING I 3 "x8" METAL SCUPPER W/ DRIP, �— Z o cn Q Q }' M LOCATE SUCH THAT IT ALIGNS C� 1X2" WITH A HALF CMU BLOCK ' SEALANT W Q a WD BLOCKING AS REQUIRED I PT WOOD CANT STRIP I a I J I METAL LATH I Q I Z I STUCCO FINISH I I I AIR INFILTRATION BARRIER I Q z I M 1� M V �O Chi CAST IN PLACE CONCRETE I I I I WALL, REF STRUCT Z2 Q Q PARAPET ROOF, ROOF DRAIN, AND SOFFIT DETAIL 3" = V -0" Vo Q Z w °0 ' z Q �— Z o cn Q Q }' M C� CL W Q a Z Z2 Q Q PARAPET ROOF, ROOF DRAIN, AND SOFFIT DETAIL 3" = V -0" Vo 00 00 Z w °0 ' z �— Z o cn Q Q }' M N to VJ —o.cd° a CL W Q a W V O 0- C COO) V V ca M J Q m J ZUZM9v Z Q J N t% V W U W U a W uj O N O�COO MOO M 1� M V �O Chi a1 C� "a O O > V 00 O O n n m c e O va" L Ln L VA CO tv Lu z LI.I �IW Z W Z J Z 0z Lu W W W 0 CL > ad O SEAL w Z uj QN W L1J = o (D O� J N CLO 0- O V M J �v QJ Lu V) C) < L a ISSUED FOR. No. DATE COMMENT C 9/12/13 DR! MNM WALTERAMM D 10114/13 PERMIT SET E 11/6/13 FOR CONSTRUCTION F 12117/13 CHANC870ARNROVEDRAM 01/07 /14 REVISION 2 KEY PLAN ROOF AN D CEILING DETAILS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY MR DB DB SHEET No. A5.4 SCALE: AS SHOWN CMU BOND STRUCTUR, MANUFACT COIL AND C VERIFY SIZ MANUFACT PRESSURE BLOCKING OVERHEAD BULLNOSE CORNER, RADIUS TO MATCH EXISTING DRIP EDGE OVERHEAD COI WALL BEYOND MANUFACTURE SILL DETAIL OVERHEAD COILIN, CMU WALL ABOVE/ SEALANT AND BAC MANUFACTURERS GUIDE ASSEMBLY 9 COUNTER DOOR HEAD /SILL DETAIL A5.5 3" = 1' -0" 8 COUNTER DOOR JAMB DETAIL A5.5 3" = 1' -0" EXISTING CMU WALL TO REMAIN AS IS SEALANT 5/8" GWB FINISH GLASS DOOR WALL ASSEMBLY P4 7 INTERIOR GLASS DOOR JAMB DETAIL A5.5 3" = 1' -0" SEALANT BOTH SIDE; 2" HOLLOW METAL FF GROUT SOLID, SIZED MASONRY OPENING I ANCHORS AT JAMBS DOOR FRAME ANCHC DOOR, REF FLOOR PI SCHEDULE FOR DOO 5 INTERIOR DOOR JAMB DETAIL CMU 75.5 1 3" = 1' -0" EXTERIOR WALL ASSEMBLY P4 WOOD SIDING, REF ELEVS — CONTINUOUS VAPOR RETARDER, WRAP AND SEAL TO OPENING AIR INFILTRATION BARRIER, WOOD HEADER WRAP OPENING PER SPEC — WALL TILE, REF INT ELEVS — JAMB FRAMING AS REQUIRED SEALANT 5/8" GWB FINISH HOLLOW METAL FRAME GLASS DOOR WITH STAINLESS STEEL WEATHERSTRIPPING GASKET, HEAD RAIL REF HARDWARE SCHEDULE SILENCERS, TYP AT HOLLOW- MTL FRAMES REF PLAN AND SCHEDULE FOR DOOR TYPE INTERIOR GLASS DOOR HEAD DETAIL 3" = 1' -0" f c i c c DOOR WIDTH 11 01 DOOR TYPE D STAINLESS STEEL TOP RAIL O w GLASS SIDELITE _ cr- (FIELD VERIFY 00 WIDTH) p DOOR, REF DOOR SCHEDULE, TYP REFER DOOR SCHEDULE AND SPEC FOR HARDWARE, TYP 0 SEALANT ALONG EXISTING WALL STAINLESS _ STEEL BOTTOM RAIL W v 11516 � 2y8" 11516'. EXTERIOR DOOR JAMB DETAIL 3" = 1' -0" DOOR WIDTH DOOR TYPE C O w O 0 p INTERIOR 0 ih CMU BOND E ONLY, REF S SEALANT BC REF PLAN A� DOOR TYPE SILENCERS, MTL FRAME 11516" L VARIES L 1 115/16" L HOLLOW METAL FRAME GROUT SOLID, SIZED FOR MASONRY OPENING PROVIDE ANCHORS AT JAMBS 3 INTERIOR DOOR HEAD DETAIL CMU A5.5 13"=V-011 EXTERIOR WALL TILE, REF INT ELEVS WOOD SIDING, REF ELEVS CONTINUOUS VAPOR RETARDER, WRAP AND SEAL TO OPENING AIR INFILTRATION BARRIER, WRAP OPENING PER SPEC METAL HEAD FLASHING WITH DRIP EDGE, LAP AIR BARRIER HEADER FRAMING AS REQUIRED NO SEALANT AT HEAD TO ALLOW FOR WEEP HOLLOW METAL FRAME WEATHERSTRIPPING GASKET, REF HARDWARE SCHEDULE SILENCERS, TYP AT HOLLOW MTLFRAMES REF PLAN AND SCHEDULE FOR DOOR TYPE DOOR THRESHOLD, SET I FULL BED OF SEALANT; REF HARDWARE SCHEDULE DOOR TYPE B v 4 Q 4 INTERIOR ALIGN DOOR FRAME WITH TILE II JOINT, REF INTERIOR ELEVS I � )V," 22Y8" 11is NOTE: MOUNT CLOSER TO INTERIOR SIDE OF DOOR a a as a a Q a N N Ln Go Zce LLI '. 4 d 4 EXTERIOR DOOR HEAD DETAIL 3" = V -0" DOOR FRAME, REF DOOR SCHEDULE, TYP DOOR, REF DOOR SCHEDULE, TYP REFER DOOR SCHEDULE AND SPEC FOR HARDWARE, TYP REFER DOOR SCHEDULE AND SPEC FOR KICK PLATE F c i c c c 0 GRAPHIC DOOR TYPES A5.5 1/2" = 1' -0" DOOR TYPE A DOOR FRAME, REF DOOR SCHEDULE, TYP DOOR, REF DOOR SCHEDULE, TYP REFER DOOR SCHEDULE AND SPEC FOR HARDWARE, TYP REFER DOOR SCHEDULE AND SPEC FOR KICK PLATE V O N N Ln Go Zce LLI '. . z C/) O U Lu m c7i Lu F— ? 5 O_ M Q Zb',M� �7 Oi •-• LLI H 1A O La coo 0 IL :2 L � Vm°= to °C 0_ tt LL. = Lu C V O �V v�� zuzzMLu Ln Q J M C �- WV,VV W O N O uj CO co or V` p D1 -d V p pp O 01 O c Y O U r- M aa, tv 0 W Lu co O O N ta s `W Z W Z FJ Z V Z W W Lu W JZ 1d z V tni SEAL ry Fmm W Z �— W W W 0 c� 0 0 O� J CL CL O N �� J N Q O U W DC cry 0 LLM ISSUED FOR: No. DATE COMMENT C 9/12/13 M MMM IXTALTaG T M D 10114113 PWATSET E 11/6/13 FORCOMSIRLCnON F 12117/13 CHANGIS70AFFROVEDRAM 01/07/14 REVISIOM 2 KEY PLAN DOOR DETAILS PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY DF DB DB SHEET No. A5.5 SCALE: AS SHOWN GENERAL NOTES. 1. LIVE LOADS USED IN DESIGN: A. ROOFSLOPE> 4:12 80 PSF B. ROOF SLOPE< 4:12 100 PSF C. FLOOR 100 PSF D. IMPORTANCE FACTORS CATEGORY 1 SEISMIC FACTOR IE 1 SNOW FACTOR IS 1 WIND FACTOR IW 1 E. WIND 3 SECOND GUST 90 MPH FASTEST MILE 85 MPH EXPOSURE B F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 20012 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO\ FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SUCH AS STUDS. 3. WELDING OF RAILING SYSTEMS. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 3. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 2,000 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 11 - -6029 BY GROUND ENGINEERING, INC. DATED DECEMBER 30,2011. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST WALLS UNTIL FLOOR IS IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOTINGS AND CAISSONS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON- GRADE. I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 4. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. 6. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1 -1/2" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2' -0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4' -0" DIAGONALLY AT EACH CORNER. G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 7. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT- SECTIONS, ANGLES OR SHEAR PLATES). G. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND /OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. 8. NON- SHRINK GROUT A. NON- SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 9. NON- STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON- BEARING PARTITIONS, ETC. ATTACHED TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 10. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. 10. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1. PREFABRICATED ROOF TRUSSES 2. MICROPILES AT SUPPORT FOUNDATIONS HOLDOWN CABLE BY OTHERS B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED RE: ARCH. FOR - STONE SEAT WALL TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION � -m DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE � � RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 5. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 4000 psi STD - -- - -- FOUNDATION WALLS 4000 psi STD - -- --- RE:PLAN INTERIOR SLABS ON GRADE 4000 psi STD 0.50 - -- V U L en BEAMS, WALLS AND COLUMNS 4000 psi STD 0.50 -- ZuZWigZ EXTERIOR CONCRETE ( + +) 4500 psi STD 0.45 6 % -8% eY S 0 O <QJ C14 L ++ MAXIMUM SLUMP SHALL NOT EXCEED 4 ". B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH O en 0 v LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 F'C (OR 57,000 F'C NORMAL WEIGHT -a Ck CONCRETE). vi o C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS Q 00 SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" Y 0 O Q WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH u ' � L JOINT. 4 D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF -00 d SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE Ada' SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF SEAL CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. Cj D 2' -6" X 2' -6" CONCRETE PILASTER 0 2" -1, /CO I m D 20' -0" 1' -0" I� V -6"I1 4' -0., RE: ARCH FOR STONE T -0" X T -0" CONCRETE PILASTER FOUNTAIN BY OTHERS O RE: PLAN a / 2„ 2„ \ i 8198' -0" m_ =_m= ® =M=®_ = IWAFA (10) - #6 X © AT 8.. d �Q m 1111 a lll�lll E] =_ -I T I -III- I =1 11 =1 d' WT m A Q. n °d a III II -II II -II IIF _I i I_ =1 i L_ i -III' II =1II I =1 TI -1 a =1 - ITI =TE E TI N S C 0 3 Z2� A i MICROPILE BY OTHERS RE: PLAN FOR LAYOUT AND LOADS T -0" X T -0" X 3" THICK BASE PLATE BY OTHERS T -0" X T -0" CONCRETE PILASTER RE: ARCH FOR STONE PAVERS (4) - #7 X 6' -0" DOWELS, AT CAf'U CAIPI AT SECTION 1 3/4" = 1' -0" D D O Ee MAST. COORDINATE BASE CONNECTION WITH STRUCTURAL ENGINEER (8) -1 114 "o F1554 X 4' -0" ANCHOR BOLTS (3)44 TIES AT 3" (14) - #6 X L VERTICAL #6 X MAST. COORDINATE BASE CONNECTION WITH STRUCTURAL ENGINEER (8) -1 1 14 "o F1554 X 4' -0" ANCHOR BOLTS #5 TIES AT 3" RE: PLAN (16) - #7 X L VERTICAL #6 X I i STIRRUPS AT 8" RE: ARCH FOR STONE PAVERS RE: PLAN BLOCKOUT V -3" DEEP X V -2" WIDE X 1 7' LONG RE: SUPPLIER FOR PLATES AT TOP OF MICROPILES, TYP. (16) - #7 X L V -2" #7 X �7 AT 6" 6 "o UMICROPILE BY OTHERS RE: PLAN FOR LAYOUT AND LOADS RE: PLAN (14) - #6 X L VERTICAL #6 X I i STIRRUPS AT 8" A RE: SUPPLIER FOR PLATES AT TOP OF MICROPILES, TYP. (14) - #7 X © AT 6.. a d d 6"0 rjMICROPILE BY OTHERS RE: PLAN FOR a 1 a LAYOUT AND LOADS d 0 °a I -I III- I -I -III- I -I III- -III I -I -III II =11 -II II I1 =1I =1II I1 =1I I1 =1I II1= I -1 -_ = -1 i 1= I -1 -_ -Iii= L = -I -_ " -ITI= =1TI_ - _ - - _ llliiilllii 11= 1111 =11 llllllii 110 g.,11 llIi Tllii r=... 1 =11 11= 1111 =1_I illllilllli SECTION 2 3 0 #5 AT 8" TOP BLOCKOUT V -3" DEEP X V -2" WIDE X 1 7' LONG RE: SUPPLIER FOR PLATES AT TOP OF #7 X �7 AT 6" BOTTOM 6" VOID X CONT. U o � -m Z °C W Z � � U LLI L u Z ce 5 O M Z QZr �MO� u ~0 C 0 0'u- c d Dug ��TW CL � W Q V U L en J ZuZWigZ u eY S 0 O <QJ C14 L _ lu LLI U Lu _j LLI < W O en 0 v N rn -co sD M 1� -a Ck cD D1 vi o Q 00 o Y 0 O Q u ' � L Ln � � O W -00 d Z Ada' OC �W Z W W O W Z J Z Z WW LLI =0 CC 0 SEAL Q pS?0 c1e S Cj 14NA1. 0$.14.14 L Z l""__ Lu Q W W 0 O N J Pz- U Lu IL T. CL ISSUED FOR; No. DATE COMMENT r 9/ I M $ DRB fWNCPt EX N.TER TIIt N D 10/16f1$ RSET E 11/0$ FOR ODNSTRU"ON F 11/20/18 FDN. REV, G'' 12AM 3 CON ION RE"VI IONS H 1 *20 $ FDN. REV. PRO10RESS 2 1/41/14 FDN. W. 3 11104 FDN. REV`. 4 14414 FDN. REV. KEY FLAN GENERAL NOTES AND FOUNDATION DETAILS PROJECT No. ORIGIN DATE 201312266.00 07/01/13 DRAWN BY CHK BY TRV BY TMM AN JIN SHEET No. slel SCALE: 3' -0" SECTION 4 3/4" = 1' -0" FAI OL RE: PLAN III - III - III - III -111 IIL= III - III -III- i= iii = iii =I n =i i 1 =1 I i= iii =I n =iii =i I RE: PLAN #3 TIES AT 1' -6" ° nQ (8) - #7 X CONT. ., (2 -0 AT SECTION N SIMILAR) a ° a. tLi I i 1 ° a n° _ #10 AT 4" 2' -6" 6" VOID X CONT. SECTION 5 3/4" = 1' -0" Q3 SECTION 6 3/4" =11-01. Q3 ° a. -_I � -III II =11 -III ° e II =11 1 =1 -_ -_ -_ —III= - III -III- 11- 1111 -11 III -III- 11- 1111 -11 I =1 I I =1 I =1 1 =� SECTION 3 3/4" = 1' -0" Q 4 A AA SUPPORTS #6 AND #7 6 "OOMICROPILE )ID X CONT. I i RUPS AT 8" T -0" SECTION 2 3/4" = 1' -0" D 10 BY OTHERS RE: PLAN FOR ° ° LAYOUT AND LOADS EIIII ° . IIaI I=I -_ - —III= �Illliilllli 11- 1111 -11 ° a �ITII ° d I Il 11 l 1 =1 -_ i 1 I I Il lI 11 I I I m- I SECTION 1 3/4"=11-0.1 A4 A 0 A H 6" OhMICROPILE BY OTHERS RE: PLAN FOR LAYOUT AND LOADS VOID X CONT. X I i IRRUPS AT 8" U o � -m ZF)e W Z � A V w �.. a ' Lu Z ce Z� o cn QZ ° a o 0 - u ;� Q V) �oC a� ° CL ° w�U.a� m J Q °p Z cJ z Lu is Q Z u en C O < Q J eq V SECTION 4 3/4" = 1' -0" FAI OL RE: PLAN III - III - III - III -111 IIL= III - III -III- i= iii = iii =I n =i i 1 =1 I i= iii =I n =iii =i I RE: PLAN #3 TIES AT 1' -6" ° nQ (8) - #7 X CONT. ., (2 -0 AT SECTION N SIMILAR) a ° a. tLi I i 1 ° a n° _ #10 AT 4" 2' -6" 6" VOID X CONT. SECTION 5 3/4" = 1' -0" Q3 SECTION 6 3/4" =11-01. Q3 ° a. -_I � -III II =11 -III ° e II =11 1 =1 -_ -_ -_ —III= - III -III- 11- 1111 -11 III -III- 11- 1111 -11 I =1 I I =1 I =1 1 =� SECTION 3 3/4" = 1' -0" Q 4 A AA SUPPORTS #6 AND #7 6 "OOMICROPILE )ID X CONT. I i RUPS AT 8" T -0" SECTION 2 3/4" = 1' -0" D 10 BY OTHERS RE: PLAN FOR ° ° LAYOUT AND LOADS EIIII ° . IIaI I=I -_ - —III= �Illliilllli 11- 1111 -11 ° a �ITII ° d I Il 11 l 1 =1 -_ i 1 I I Il lI 11 I I I m- I SECTION 1 3/4"=11-0.1 A4 A 0 A H 6" OhMICROPILE BY OTHERS RE: PLAN FOR LAYOUT AND LOADS VOID X CONT. X I i IRRUPS AT 8" U o � -m ZF)e W Z � � V w Lu Z ce Z� o cn QZ Lo - 0 U�� o 0 - u ;� Q V) �oC a� w 0 U g CL w�U.a� m J Q Z cJ z Lu is Q Z u en C O < Q J eq V << W O C) s-coD cn p tY3 1� -0 M O %0 IT Y 0 � O i i Q LL U L Ln 0 W LLI C5 � -00 Z . I- CL D! � u.I Lw Z o Z W Z J Z Z Ww=0 Lu _j z =-Z)z /w C V V I SEAL ,pD LIt C?.5 1. LTr � alt °, 26 I. f 0$.14.14 V) ry wZ �- W Q Lu ti Lu 0 o L � J N CLI CLM J o N O U Lu V) IL T. CL ISSUED FOR; No. DATE COMMENT IC 5h V1 3 QRa 0NgR EX ALA TIIt* D 1p/ 03 PERMrr $ET E 11/0$ FOR OONMU"ON F 11/20/18 FDN. REV, G'' 12AM 3 C0NtdtI0N i E" ION$ H 1 *20 $ FDN. REV. PRO10RESS 2 1/41M4 FDN. REV. 3 114/14 FDN. REV. 4 1/8/14 FDN. REV. 5 �W4 FDN. REV. g 11/15%14 PEDESTAL TOP REV. 7 3/104 PEDESTAL TOP REV. KEY FLAN FOUNDATION DETAILS PROJECT No. ORIGIN DATE 201312266.00 07/01/13 DRAWN BY CHK BY TRV BY TMM AN JIN SHEET No. sle2 SCALE: WORK POINT � I 0 FOUNDATION LOADING GRAVITY-85 k I' Q 2 3 HORIZ. - 0 k 11 -50k1 S1.2 UPLIFT -0 k OTM (4` (4) VERTICAL MICROPILES 1'- 3118" (8198' -8 "1 SUPPORT 5 i CL OF PILE CAP ------- -- BOTTOM OF PILE CAP = 8195' -2" o nn Z� 1c L� 1 ----- i I O (2� BATTERED MICROPILES O 1 W 0 U A,-6' A 2'16" 4 3.8 _7 11 4 J Q 10'-0,. A =o 2L T E ° 0 04 o C D at m cl C Firl Fir-1 mm Fir-1 E. 0 0 01 o C Fl i 0 to 0 to C mr- mm mm Fir-1 I Cl 0 GA to C I I o 0 cl o C -ir-i Fir I I 3 �� o CA 0 C C� SUPPORT 3 s'' „I 2' -6" -6 PEDESTAL LO Hill 2' „ 6" 1'-0" [8205'-0 3/8" JJ o 0 ) 4 RE: SHEET S2.2 FOR o M FOUNDATION GRA CONCESSIONS ADDITION VITY_ 0 k _2k (a) VERTICAL CID UPLIFT - 340 k MICROPILES o OTM 0 fk BOTTO CAP'() 83gE CO O M 0 DF1 O O a DD ------------- - - - - -- O 0 N N (8 32 318') p�p `lam 0 SUPPORT 2 (8202'- 4' 0" 10 112') 3 -0 "X T- 2, 0„ 4'0,, PEDESTAL 2 p -0„ 9'_ 5 FOUNDATION LOADING GRAVITY - �� NOPY MAST r o I8204-4'7 OHORIZ _ 0 60p k I LIFT _ OTHERS 3 1800 fk Q N v N (10) VERTICAL PORT 4 IVIBCROPILESD I li 60MICROPILES CAP BOTTOM OF I I 198' -0,. \ I U \ H 4 P��o� ° \ ♦♦ QO I I 5 0 TG p 0 f� L vQ �O �' 8200'1 J �? O p�� ♦ (a201' 2 5/8„ ~ Q 8� ♦ ♦ 8198'-0" OF BEAM ) ♦ I BOTTOM OF CAP ♦ 1 / G S1. 5 coo F c9�2i 3 ♦ I I S1.2 DoT A PPO , 0 oq F Q �o \♦ ♦ S1 1 I / / 1�i0 L 4 4 ' o� ♦ ♦ 6"a TTOM OF 1 9 � ♦\ ♦ 2, „ (4) TTERED \ 2'-0" MIC Op S / / oho ^ o Of ♦ ♦ / / / / / OGfiO'�' SI 'mss ♦ \ I o 5 � 3 h � C ° Y OTIVR T " -6 3/8'7 ♦ o / / OP M = 8199' -p' •- TOP OF BEAM = 8199' -p', (12) TIC 6" IC qL OPII.ES (4) ATTER ' MI R I IN 0 �o _ I FOUND TION LOAD/N rY - 800 k HORI . -110 k Up - Ok Fou � (819 0 & CRq�TO�T /oN N w OT \ J OM I NoR / Y' g ? k�og0 /NG SUPP BOTTOM F 0 3/4" 1 � Q ' 6 / / \ 1 0< IFc . Sp k� BE 195'- AM = 2 �� �� 8 /�k 3 04 Crl // / \ \ `8956" ` �♦ `� ° / -37j 3:8„ 2' -6' 2' -6" CONC ETE / / I \ ° 8 „ BEA WITH (8) - #7 ND / // \ \ ` � A F OF #3 TI S AT 1'4” 7 TIO / J o (6)� /CROP o AB 9qp, 23.25 \ Q) qp 11,98:3„ Q SF m � pRT�Cq` / / • ` 4 Q FS \ ' SUP p 0 1 � ZF l � A6 A 1 3 BOTOF CP P 61g4, 4„ (M \CROP[ O 11 �; 0% ' 3 iA� \TY ' 80 k O k UPk \FT - 4o01k Q p1M 1 PROPOSED, REVISED LOBBY CANOPY N FOUNDATION PLAN 3/16" = V -0" 0' 2' 4' 8' NOTE: 1). CAPACITY OF 8 "0 MICROPILE HAS BEEN ASSUMED TO BE 50 KIPS - COMPRESSION /TENSION. MICROPILES TO BE DESIGNED AND DETAILED BY SUPPLIER AND REVIEWED BY ENGINEER OF RECORD. 2). MICROPILE BY OTHERS RE: PLAN FOR LAYOUT AND LOADS. REFER TO GENERAL NOTES SECTION 11. (DEFERRED SUBMITTAL FOR INFORMATION ON MICROPILE, TYPICAL.) 3). OTM = OVERTURNING MOMENT DUE TO HORIZONTAL FORCES, FOOT -KIPS. 4). [XX' -XX "] INDICATES ELEVATION OF TOP OF CONCRETE PEDESTAL / PILASTER. 5). (XX' -XX ") INDICATES ELEVATION OF TOP OF PILE CAP OR TOP OF FOOTING. 6). INWARD HORIZONTAL FORCES ON PEDESTALS / FOUNDATIONS AT SUPPORTS #4 THROUGH #9 Q ARE RESISTED BY CONCRETE BEAM / COLUMN 2 "SPOKE" THAT EXTENDS INTO CENTER PILE CAP. A 0 0 NOTE: SUPPORTS #1, #2, AND #3 WILL HAVE ADDITIONAL REVISIONS MADE TO THEM DUE TO THE ARTISAN STONEWORK. FINAL LAYOUT NOT COMPLETE. MICRO -PILES AS SHOWN ARE NOT COORDINATED WITH MICRO -PILE DESIGNER/SUPPLIER. FINAL LAYOUT WILL BE PROVIDED. I& oA �o L Ln Zce W —z cri 0 U LLI `_ Lu Z ce o nn Z� 1c II Z a) — o 0 V) ce�a -� 3 BOTOF CP P 61g4, 4„ (M \CROP[ O 11 �; 0% ' 3 iA� \TY ' 80 k O k UPk \FT - 4o01k Q p1M 1 PROPOSED, REVISED LOBBY CANOPY N FOUNDATION PLAN 3/16" = V -0" 0' 2' 4' 8' NOTE: 1). CAPACITY OF 8 "0 MICROPILE HAS BEEN ASSUMED TO BE 50 KIPS - COMPRESSION /TENSION. MICROPILES TO BE DESIGNED AND DETAILED BY SUPPLIER AND REVIEWED BY ENGINEER OF RECORD. 2). MICROPILE BY OTHERS RE: PLAN FOR LAYOUT AND LOADS. REFER TO GENERAL NOTES SECTION 11. (DEFERRED SUBMITTAL FOR INFORMATION ON MICROPILE, TYPICAL.) 3). OTM = OVERTURNING MOMENT DUE TO HORIZONTAL FORCES, FOOT -KIPS. 4). [XX' -XX "] INDICATES ELEVATION OF TOP OF CONCRETE PEDESTAL / PILASTER. 5). (XX' -XX ") INDICATES ELEVATION OF TOP OF PILE CAP OR TOP OF FOOTING. 6). INWARD HORIZONTAL FORCES ON PEDESTALS / FOUNDATIONS AT SUPPORTS #4 THROUGH #9 Q ARE RESISTED BY CONCRETE BEAM / COLUMN 2 "SPOKE" THAT EXTENDS INTO CENTER PILE CAP. A 0 0 NOTE: SUPPORTS #1, #2, AND #3 WILL HAVE ADDITIONAL REVISIONS MADE TO THEM DUE TO THE ARTISAN STONEWORK. FINAL LAYOUT NOT COMPLETE. MICRO -PILES AS SHOWN ARE NOT COORDINATED WITH MICRO -PILE DESIGNER/SUPPLIER. FINAL LAYOUT WILL BE PROVIDED. I& oA �o L Ln Zce W —z cri 0 U LLI `_ Lu Z ce o nn Z� 1c Q Z a) — o 0 V) ce�a -� W 0 U °c ` -co < %0 W U � m J Q � � ZuZW -+� Q z u =o << W O clq 0 Z sD rn o m -a Ck %6 IT C4 v O >T ap m � O i �Q� C1 G1 U L L � � O m %< J W L -0 0 0 ° Z I- da' ad �W Z W LLI W Z J Z Z z Lu LLI = V W W CL ad V SEAL `r r 'M 26 3 �VIiF1L.. 0$.14.14 V) wZ Lu Q W W 0 O C) C � J N � O J N O U Lu IL T. CL ISSUED FOR; No. DATE COMMENT C g�! VI1 $ DRB MIS EX ALT*TIt* D 10/16/1$ PERMrr $ET E 11/6/1$ FOR OON$TRU"ON F 11/$0/1$ FDN. REV, G'' 12AM $ ICON ION RE"VI IONS H 1 *24/I $ FDN. REV. PRObRESS 1 1110/14 REVISIONS 2 1/11/'14 FDN. REV. 3 1/4%14 FDN. REV. 4 1/30/14 FDN. REV. 5 3/17/14 FDN. REV. KEY PLAN L099Y CANOPY FOUNDATION PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY TMM AN AN SHEET No. S21,91 SCALE: RE: ARCH FOR STONE PAVER SECTION 10 3/4" = 1' -0" LG V.I.F. C9 v NEW CMU HEADER RE: ARCH. FOR 1/4" STEEL PLATE X CONTINUOUS AT HEADER AND JAMBS. SECTION 6 1 1/2" = l' -0" (E) CMU WALL (2)- L3X3X3/16 (ONE EACH FACE) CUT INTO MORTAR JOINT AND PROVIDE 6" OF BEARING AT EACH END. (E) CMU TO BE REMOVED AFTER DOUBLE L3X3 ANGLES ARE INSTALLED. SECTION 7 3/4" = V -0" SECTION 8 3/4" = 1' -0" (2) - #5 VERTICAL AT END OF WALL O (E) CMU WALL (3) -1/2 "0 X 2' -0" SMOOTH DOWELS AT 8" DRILL IN AND EPDXY GROUT INTO EXISTING CMU WALL �0 (2) - #4 WITH STANDARD HOOKS AT END OF WALL IN 6" BOND BEAM AT TOP AND BOTTOM OF CANTILEVER 2' -0" 2' -0 "� PROVIDE #4 X CORNER BARS AT EVERY OTHER COURSE AT CORNERS NEW 6" CMU D ;ONCRETE WALL 6" CMU 2' -0" 2'-0" F VIDE #5 X DOWELS AT EACH BOND BEAM D FAI [112' -8 "] 1' 0" X 16GAGE X 11/4" NON- COMBUSTIBLE ROOF SHEATHING (2) - #5 X CONTINUOUS TOP 'a • ROOF JOIST RE: PLAN RE: PLAN L4X4X1 /4 X CONTINUOUS LEDGER 3/4 "0 X 8" EXPANSION a • ANCHOR AT 2' -0" IN #5 AT 1' -6" VERTICAL GROUTED CELL 8, • #5 AT 1' -6" HORIZONTAL as SLIP JOINT 4" SLAB -ON -GRADE WITH 6X6 W2.lXW2.1 • W.W.F. •0:0:° 0:0:° :0•:0• °O•.O " °0•:0 ° °O•.O' �0 �00��0 400,0 400. O6? 0 DOo °.���°Oo °.O��Oo °° `;Llf #5 AT 2' -0" X o M 6" RE: PLAN D 0 "X 16 GAGE X11 /4" Q NON- COMBUSTIBLE - ROOF SHEATHING G ROOF JOIST RE: PLAN L4X4X1 /4 X CONTINUOUS LEDGER 3/4 "0 X 8" EXPANSION ANCHOR AT 2' -0" IN GROUTED CELL A SECTION 9 #5P 3/4" = V -0" RE: PLAN (3)-#5 SECTION 3 3/4" = V -0" [112' -8 "] [RE: PLAN] 6" CMU BEAM- FULLY GROUTED WITH (4) -#4 IN TOP AND BOTTOM BOND BEAMS AND #3 AT 8" VERTICAL X 3" 3" [108' -0 "] SECTION 4 3/4" = 1' -0" SECTION 5 3/4" = 1' -0" VTHETIC TOP AL 2.1 LIGHT( ROOF, RE: PU SIMPS( OR LTP #4 AT 1 D #5AT2 NON- COMBUSTIBLE NON -CC ROOF S ROOF JI RE: PLA L4X4X1/ CONTIN WITH 3b EXPAN,r ANCH01 GROUT[ #4 AT 1'' 4" WI W #5 AT 2'' SECTION 1 3/4" = V -0" Q [112'-8"] G \lpl SECTION 2 3/4" = l' -0" 'US A 0 U o a -m Aa. ] 4 It 11-111JI. 8 ° W Z b ° o �IIII ° ° ° a - RE: PLAN (3)-#5 SECTION 3 3/4" = V -0" [112' -8 "] [RE: PLAN] 6" CMU BEAM- FULLY GROUTED WITH (4) -#4 IN TOP AND BOTTOM BOND BEAMS AND #3 AT 8" VERTICAL X 3" 3" [108' -0 "] SECTION 4 3/4" = 1' -0" SECTION 5 3/4" = 1' -0" VTHETIC TOP AL 2.1 LIGHT( ROOF, RE: PU SIMPS( OR LTP #4 AT 1 D #5AT2 NON- COMBUSTIBLE NON -CC ROOF S ROOF JI RE: PLA L4X4X1/ CONTIN WITH 3b EXPAN,r ANCH01 GROUT[ #4 AT 1'' 4" WI W #5 AT 2'' SECTION 1 3/4" = V -0" Q [112'-8"] G \lpl SECTION 2 3/4" = l' -0" 'US A 0 U o � -m Z °C W It � V Lu W Z 5 O crs Z QZt-) U ~� C 0 0 O ' u V) LLI Ce w cUm �e r S a L iQ/ � m � J Q J Z � QuzW z u c p ri u Lu < < W O clq fl %DD -a m O M M cC N IT Y 0 Q O i i Q LL U L %.0 Ln 0 W Lu C5 -00 O Z oe . d a' Lu LJJ Lu z O Lu Z J Z Z < Ww = LLJ Lu 0 C V u < ri SEAL �Z 26 �a1NA�. 11.06.13 V) L Z Lu Q W W � >J N J U W I. T. a ISSUED FOR; No. DATE COMMENT 9h V13 Qr• 0NCR EX ALT*MbN D 1C1/' 03 RSET E 11/03 FORMNMUI' 5514 F 11/20/18 FDN. RN, G 12AM $ WIN ION RW IONS KEY FLAN FOUNDATION DETAILS PROJECT No. ORIGIN DATE 201312266.00 07/01/13 DRAWN BY CHK BY TRV BY TMM AN JIN SHEET No. • SCALE; ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 225 FT 2. 12. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 13. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS DIMENSIONED OTHERWISE ON FOUNDATION PLAN. CONCESSIONS FOUNDATION PLAN C 1/4" =1' -0" 0' 2' 4' 8' U o -w -m ZF)e W Z � � 1 � V w C1 C1 Lu Z ce Z� o nn QZ - 0 U�� o O 1 U V) , a w C sJ g CL w u .a J 20 Amm ZUZ11J -+� U Q z u �/ en C O �QJ � _ lu LLI U LLI —i LLI < W O clq C) v- -w cn N sD M 1� O Y C � O i i Q LL V 1 L Ln 0 W L .-) Z Ada' Sul Z Lw O Z W Z J Z Z Lu WwLLI =0 /w a CL oc SEAL 9O.L1C,+ a1NA�. 'l 1.06.13 V) ry F wZ Lu Q 2 ti Lu Lu c� T. 0 o L � >J N � O J N O U W V) L CL ISSUED FOR: No. DATE COMMENT IC gh ah $ Qla 0NCPt EX AL, *TeN D 1C1/' 03 PERMrr SET E 11/0$ FOR OONMU"ON F 11/201/1$ FDN. RN, G 12AM $ ON ION RW IONS KEY FLAN BOX OFFICE/ CONCESSIONS FOUNDATION PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY TMM AN AN SHEET No. 5292 SCALE: BOTTOM OF ROOF DECK. (XX' -XX ") INDICATES ELEVATION OF ROOF JOIST BEARING. SEE SHEET 1.1 FOR GENERAL NOTES. A CONCESSIONS ROOF FRAMING PLAN eN 1/4" =1' -0" U o � -m ZF)e W It � 1 � V w C1 C1 Lu Z ZZ) o nn QZ - 0 U�� o O 1 U V) , a w C sJ g CL w u .a J 20 Amm ZUZ11J -+� U Q z u �/ en C O �QJ � _ lu LLI U LLI —i LLI < W O clq C) v- -w cn N sD M 1� O Y C � O i i Q LL V 1 L Ln 0 W L .-) Z Ada' Sul Z Lw O Z W Z J Z Z Lu WwLLI =0 /w a CL oc SEAL 9O.L1C,+ a1NA�. 'l 1.06.13 V) ry F wZ Lu Q ti Lu Lu o � >J N � O J N O U W V) L CL ISSUED FOR: No. DATE COMMENT IC gh ah $ Qla 0NCPt EX AL, *TeN E 11/0$ FOR ODNMUI'. ON F 11/20/18 FDN. RN, G 12AM $ WIN ION RW IONS KEY FLAN CONCESSIONS ROOF FRAMING PLAN PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY TMM AN JIN SHEET No. S12 SCALE: PLUMBING SPECIFICATION: 1. GENERAL a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. C. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 8. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c. X -RAY SLABS PRIOR TO CORING. 14. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY MECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. 15. CLEAN -OUTS SHALL BE INSTALLED AS PER 2012 IPC SECTION 708. 16. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF AND FLOORS. 17. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE - STOPPED. FIRE - STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE FOR SPECIFIC WALL OR PARTITION. 18. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. 11. CLEANUP: 19. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND a UPON COMPLETION OF THEWORK UNDER THI S SECTION, THE CONTRACTOR HALL REMOVE ALL DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CONNECT TO EXISTING UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS CLEAN AND ORDERLY. FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 12. PIPE INSULATION: a. DOMESTIC WATER PIPING INSULATION SHALL HAVE A THERMAL CONDUCTIVITY LESS THAN OR EQUAL TO 20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK. 0.27 BTU- IN /HR- FT2 -OF. b. HOT & COLD WATER SUPPLY PIPING (EXCEPT RUN OUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) 21. VALVES SHALL BE NIBCO, JENKINS, WALWORTH, STOCKHAM OR EQUAL. SERVICE PRESSURE SHALL BE SUITABLE SHALL BE INSULATED AS FOLLOWS: FOR SERVICE INTENDED. PIPE SIZE (IN.) INSULATION THICKNESS (IN.) 1/2 ", 3/4" & 1" 1" 22. PROVIDE HANGERS AND SUPPORTS MEETING THE REQUIREMENTS SPECIFIED IN THE 2012 IPC SECTION 308. 1 1/4" THROUGH 6" 1 1/2" PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. c. NO HOT OR COLD WATER PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY INSULATED. 5. CODES AND PERMITS: d. CONDENSATE PIPING SHALL BE INSULATED WITH 3/8" FOAM PLASTIC. 23. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND a. ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2012 INTERNATIONAL PLUMBING CODE (IPC), 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS 13. PIPING: INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. a. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. I . ii. 6. AS- BUILTS: iii. b. a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DOCUMENTS WITH ALL CHANGES NOTED i. THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. ii. 7. GUARANTEE: iii. a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST C. DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. O � 0 o II CHROME WALLCOVER AND SCREW PLUGGED TEE WITH CLEAN OUT FLOOR LINE v v 01 %$" C.I. BEND WALL CLEANOUT DIAGRAM NO SCALE FLOOR LINE `moo D C D`oD, WASTE AND VENT PIPING: SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC. VENT PIPING IN RETURN AIR CEILING PLENUMS SHALL BE ABS OR COPPER PIPING. WATER PIPING: SHALL BE TYPE "L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. JOINTS SHALL BE SOLDERED WITH 95 -5 OR SILVER SOLDER. WATER PIPING 1 1/4" & SMALLER CAN ALSO BE WIRSBO AQUAPEX APR, REHAU RAUPEX OR EQUIVILANT- PROVIDE DEDUCT ALTERNATE PRICING. CONDENSATE PIPING SHALL BE TYPE "M" COPPER WITH SOLDER JOINTS. CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W /TOP OF =LOOR /8 C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. FLOOR CLEANOUT (FCO) CLEANOUT NOT TO BE LOCATED IN CARPETED AREA. 16"0 CONC. PAD TROWEL SMOOTH & EDGE CLEANOUT TO GRADE (COTG) CLEANOUT SCHEMATICS NO SCALE BRASS CLEANOUT PLUG W /COUNTER SUNK HEAD FINISHED GRADE 0 oD �IE:Z�A 3�i•1�7 C.I. WASTE LINE. LGTH TO SUIT. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. SHALL PROVIDE THREE COPIES OF MAINTENANCE AND OPERATING MANUALS TO THE OWNER /OPERATOR. 24. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS. 25. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO THE GREATEST EXTENT POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF FLOOR AND 3/4" FROM WALL AND CEILINGS USING OFFSET BRACKETS. 26. AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. 27. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. 5 1/2" I� �I INSIDE WALL OUTSIDE WALL 1" PIPE INSULATION LOCATE PIPE TO INSIDE WALL VERIFY THAT ALL INSULATION AROUND PIPING IS EQUALLY DISTRIBUTED WITHOUT ANY AIR GAPS OR UN- INSULATED AREAS. INSULATION PIPE IN OUTSIDE WALL DETAIL NO SCALE: PLUMBING LEGEND NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. „,.,.,,,. „•,,, „ „,.,,, DOMESTIC COLD WATER p PIPE RISER DOMESTIC HOT WATER O PIPE DROP DOMESTIC HOT WATER RECIRC. PIPE TAKEOFF (FROM BOTTOM OF MAIN) WASTE ABOVE GRADE --0- PIPE TAKEOFF (FROM TOP OF MAIN) - WASTE BELOW GRADE 3 PIP END CAP GREASE WASTE ABOVE GRADE PIPE CONTINUATION GREASE WASTE BELOW GRADE _ PIPE EXPANSION GUIDE IW INDIRECT WASTE I PIPE UNION G GAS PIPE ANCHOR -MPG- MEDIUM PRESSURE NATURAL GAS FLEXIBLE PIPE CONNECTION VENT PIPE EXPANSION JOINT C CONDENSATE DRAIN e POINT OF NEW CONNECTION CO CLEAN OUT ��� PLUG VALVE WCO WALL CLEAN OUT -I/F- CHECK VALVE FCO FLOOR CLEAN OUT BALL VALVE COTG CLEAN OUT TO GRADE BALANCING VALVE (E) EXISTING �}�^,� FLOW REGULATOR VALVE (N) NEW BUTTERFLY VALVE VTR VENT THROUGH ROOF -�- PRESSURE REDUCING VALVE UTR UP THROUGH ROOF UP UP 2 -WAY CONTROL VALVE DN DOWN 3 -WAY CONTROL VALVE 4 -WAY CONTROL VALVE �r N m 17" MIN. _I 8" MIN DOES NOT g" MIN INCLUDE OVERFLOW r DIFFERENTIAL BYPASS VALVE STRAINER NATURAL GAS PRESSURE REGULATOR AIR VENT PRESSURE - TEMP. TAP PRESSURE GAUGE THERMOMETER PROVIDE 'TRUEBRO' #103 INSULATION KIT ADA PEDESTAL LAVATORY NO SCALE 1 z V 0 � 0 Zae W � D U LIJ � IT W Z G c? �e-sp �Z= 4)enas Z � 1�3 ON , U C t LLI W Q a: DLJJ C -D < t3 C W u U-2 M z = Q A m � J Z�ZMcn Ln z _ < ee�V � ri � Lu W W < Q LJJ Q O c`V uj g %00 M-co D N tlD M N V M n c v Q m >L) r Q �j > u , W )a,G co X Imm U W N N -to oN Z v W Z De Lu W Z J Z Z Z W = Q W LU oe iaad0 C.JQ c~n� SEAL 70� rls , IN,- � � Q Ss, At Etc; Lu Z Lu W ~ W ti V (D ry 00 O s T J N 0 M J N O Q- 1 Lu LL. 7 CL ISSUED FOR; No. DATE COMMENT C 9/12/13 ORB ONbK EST 4TERhM qN D 14/16/13 PERMIT SET E 11/03 FOR CONSTRUCTION F 111203 CHANbES TO PLANS IC 12/1 3 'i pNS RVCn0N KEY PLAN LEGEND, DETAILS 8c SPECS PROJEC,'T Nq. ORIbIN DATE aa1 �aa66.aa 07/01/13. DRAWN BY CHK BY TRr/ BY KBI^I TOC $HEFT Np. P1.0 SCALE: NONE GENERAL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 2. ALL PIPING PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE A FIRE -RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 3. ALL WASTE PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE FLOOR DECK. 4. CONFIRM EXISTING PIPE LOCATIONS IN FIELD PRIOR TO STARTING WORK 5. INSTALL CLEANOUTS PER SECTION 708 OF THE 2012 IPC. 6. INSTALL HAMMER ARRESTOR DOWNSTREAM OF FURTHEST WC CONNECTION. U 6"0 EXHAUST CAP 3" IW UP TO RD. 3" IW TO CONTINUE TO EXISTING STORM DRAINAGE. SHEET DETAIL NOTES: 1O CONNECT %" CW TO SD. INSTALL BACKFLOW PREVENTER PRIOR TO CONNECTION WITH SD. ADD VALVE TO ALLOW DRAINAGE DURING WINTERIZATION. (MATCH EXISTING CONCESSION ASSEMBLY). CONTRACTOR TO VERIFY WITH MANUFACTURER PRIOR TO INSTALLATION. O2 CONNECT 1 %" IW TO DRAIN PAN FOR ICE WELL AND SD. OROUTE 1 %" IW FROM EACH ICE WELL TO FS AND TERMINATE WITH AIR GAP. CONNECT 2" W & 1)/2" V TO FS. OCONNECT 2" W & 1 %2" COMMON VENT TO FD. O5 CONNECT 2" V TO EXISTING 2" OR LARGER VENT PIPE. OEXISTING 4" W LOCATION, VERIFY IN FIELD. VERIFY FLOW DIRECTION AND FUNCTIONALITY PRIOR TO CONNECTING NEW PIPE. 07 EXISTING 1" CW ENTRY. VERIFY LOCATION AND SIZE IN FIELD. CONNECT NEW 1 %4" CW LINE WITH SHUT -OFF VALVE AND AIR HOSE CONNECTION AS CLOSE AS POSSIBLE TO EXISTING 1" CW ENTRY LOCATION. O8 CONNECT %" CW, %2" HW, 1 %2" W & 1 %2" V TO LV. O9 CONNECT 1" CW, 3" W & 2" V TO WC. 10 CONTINUE %2" HW TO EXISTING WATER HEATER AND CONNECT TO EXISTING HW DISTRIBUTION PIPING. 11 CONNECT %" CW, 1)/2" W & 1 %" V TO DF. 12 CONNECT 1 Y2" V TO EXISTING 2" OR LARGER VENT PIPE 13 INSTALL EF -1 IN EACH RESTROOM AND INTERLOCK WITH OCCUPANCY SENSOR. AFTER 1 MINUTE OF SUSTAINED OCCUPATION, TURN FAN ON, AND REMAIN ON FOR 10 MINUTES. UPSIZE TO 6" 0 DUCT AT JUNCTION AND TERMINATE IN WEST WALL WITH 6" WALL CAP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I �■l�11 WC 9 c' 0- 7' INSTALL HAMMER ARRESTOR IN CW PIPE, DOWNSTREAM OF LV 8 N�DD WC CONNECTION. - �— 4"0 EX 3" \6-- �r V V � I 1 �1 W ERV CE` t I I CO I FS O3 —3 "W- 1 %2 "IW �e 1%2 "W 1 %2'IV 3D G) O .J DF 11 o F o F DF 0 ALL PLUMBING SHALL BE PROPERLY DRAINED AND WINTERIZED TO AVOID FREEZING DURING WINTER MONTHS. ADD VALVES AT FURTHEST FIXTURES IF NECESSARY TO MATCH EAST RESTROOM ASSEMBLIES. REMOVE (6) EXISTING DRI NEW DRINKING FOUNTAIN RE -USE WATER AND WAS AND CAP ANY UN -USED V\ ADD VALVE AT DRINKING f WINTERIZATION. (MATCH E TO VERIFY WITH MANUFA( II / PLUMBING PLAN SCALE: 1/4" = 1'0" r I 1 I' I I I I 11 I I I I I I I I I I I I I I I I I � � y II IW6 PLUMBING FIXTURE CONNECTION SCHEDULE UNIT TAG MANUFACTURER & MODEL NO DESCRIPTION WASTE VENT COLD WATER HOT WATER REMARKS SD PLUMBING FIXTURE SPECIFICATIONS & HARDWARE SELECTION TO BE BY THE GENERAL CONTRACTOR. FIXTURE ALLOWANCE NOT TO EXCEED THE ESTABLISHED BUDGET. SODA DISPENSER 1 -1/2" - 1/2" EF -1 INSTALL BACKFLOW PREVENTER- ZURN WILKINS 740 - OR SIMILAR. INDIRECT WASTE ROUTED TO FLOOR SINK WC WATER CLOSET 3" 2" 1/2" 0.25 RE -USE FIXTURES FROM DEMOLISHED RESTROOM IN BOX OFFICE LV LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2" CV Lu C) p cep -c0 D DF DRINKING FOUNTAIN 1 -1/2" 1 -1/2" 112" - FS FLOOR SINK 2" 1 -1/2" - U W N -co d C RD ZURN Z110 ROOF DRAIN IW W Z J Z Z S� W W W W ce CONNECT 3" INDIRECT WASTE FD ZURNZ415B 2" FLOOR DRAIN 2" 1 -1/2" U p_ S' co '-t PROVIDE PROSET TRAP GUARD CO ZURN ZN1400 CLEAN OUT VARIES Lu Lu v W LU WCO ZURN Z1441 WALL CLEAN OUT VARIES N CL CLM 0 J N Q O Q COTG ZURN Z1400 CLEAN OUT TO GRADE VARIES LL _ CL ISSUED FORS LOCATE WITHIN 5' OF THE BUILDING EXHAUST FAN SCHEDULE OR EQUIVALENT UNIT TAG MANUFACTURER & MODEL NO. SERVICE LOCATION TYPE TOTAL CFM FAN RPM ESP (IN) ELECTRICAL DATA NOISE LEVEL (SONES) OPER. WT. (LBS) REMARKS POWER V/ PH / Hz EF -1 PANASONIC FV -08VQ5 UNISEX/ ADA FAMILY RESTROOM SEE PLAN CEILING 65 1,089 0.25 14.5 W 120/l/60 0.4 10.4 INTEGRAL BACKD RAFT DAMPER, INTERLOCK WITH OCCUPANCY SENSOR. FAN TO ACTIVATE AFTER 1 MINUTE OF SUSTAINED OCCUPATION AND REMAIN ON FOR 10 MINUTES. �O 0 o Z_ce W mo qt Z d' �}� D W O O W Z� Qers Z Z Lu J5 G u t= 0 C O L (� Ce CL -0 = LL, C u D a c L � LU u Ln J Z�z ; �D z _ cWc W LLI W C � W CV Lu C) p cep -c0 D n %DD en N r- `0 M I� U m 6-05 U D1 m O 0 M U c Lel W M � U W N -co d C OC � a °3 � LLI Z W W Z J Z Z S� W W W W ce z D z >°- pe 6C CT Q rJ L SEAL �I.00 REC,�T Op a0�2 s U p_ S' co '-t S�fJAL V) F_ c Loo 0 z Lu Lu v W LU Z > a J 7 ry O J N CL CLM 0 J N Q O Q I..0 U ry V) (z) < LL _ CL ISSUED FORS N4. DATE COMMENT C 5/1$/'1$ ORB MINOR EXr 4LTER4-nON D 1115/1$ PE*rr SET E 11/5/13 FOR CONSTRUCTION F 11/$03 CHAN00 TO OLAN$ G 1 o/1 $ CONMUCTION KEY PLAN PLUMBING PLAN PROJECT No. ORMAN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY K13W TOC SHEET Nq, P2.0 VALE: Y," _ ' e0 F Rating Hr T Rating Hr 1 (25) zo 0 +, 1 or 2 1 (25) 3 or 4 0 4 (102) 1 or 2 0 c 3 or 4 0 12 (305) 1 or 2 b FLUORESCENT STRIP FIXTURE GND TRACK LIGHT AS NOTED OR SCHEDULED GFI WALL WASHER MC POLE - MOUNTED FIXTURE 00 POST (BOLLARD) FIXTURE ® STEP LIGHT v 0 r -i EMERGENCY BATTERY LIGHTS REF DUPLEX RECEPTACLE @ 18" UNLESS NOTED UG DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED Q• zo ® SPECIAL OUTLET AS NOTED WP v - POP -UP RECEPTACLE ® TELE -POWER POLE zo MULTI - OUTLET PLUG STRIP J® JQ LJ JUNCTION BOX IN FLOOR, CEILING OR IN WALL 00 TYPICAL 8'0" CEILING .g.a/ MAIN CIRCUIT BREAKER & r'1 BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT IS 79 ", MINIMUM IS 18 ". WIT V0 FINISHED FLOOR TYPICAL DEVICE_ MOUNTING HEIGHTS NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 72", INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80 "AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES Max Pipe or Conduit Diam in. (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 0 +, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) Q RECESSED OR SURFACE DOWNLIGHT Q-I WALL MOUNTED LIGHT FIXTURE Aa RECESSED FLUOR. LIGHT FIXTURE Aa I SURFACE FLUOR. LIGHT FIXTURE AL FIXTURE DESIGNATIONS: CU UPPER CASE - FIXTURE TYPE EC LOWER CASE - SWITCH DESIGNATION ® SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP ♦-� FLUORESCENT STRIP FIXTURE GND TRACK LIGHT AS NOTED OR SCHEDULED GFI WALL WASHER MC POLE - MOUNTED FIXTURE NIC POST (BOLLARD) FIXTURE ® STEP LIGHT ® CEILING OR WALL MOUNTED EXIT LIGHT r -i EMERGENCY BATTERY LIGHTS REF DUPLEX RECEPTACLE @ 18" UNLESS NOTED UG DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED Q• FLUSH FLOOR DUPLEX RECEPTACLE ® SPECIAL OUTLET AS NOTED WP DUPLEX RECEPTACLE HALF - SWITCHED @ 18" UNLESS NOTED @ POP -UP RECEPTACLE ® TELE -POWER POLE -co N MULTI - OUTLET PLUG STRIP J® JQ LJ JUNCTION BOX IN FLOOR, CEILING OR IN WALL 8 V COMPUTER /TELEPHONE OUTLET IN FLOOR OR WALL k-B TELEVISION OUTLET FIRE ALARM PULL STATION TELEPHONE BACKBOARD ALARM HORN OR SPEAKER CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING 10 CIRCUIT HOMERUN - - CONDUIT RUN BELOW FLOOR OR GRADE ] CONDUIT STUB -UP - CAP & MARK $ LIGHT SWITCH AT 46" UNLESS NOTED HEAT /PHOTOELECTRIC SMOKE DETECTOR SUBSCRIPTS: DUCT DETECTOR 2 = 2 -POLE SWITCH SPRINKLER SYSTEM FLOW SWITCH 3 = 3 -WAY SWITCH SPRINKLER SYSTEM TAMPER SWITCH 4 = 4 -WAY SWITCH STROBE M = MOTION - OPERATED SWITCH SMOKE /FIRE DAMPER CONNECTION K = KEY - OPERATED SWITCH REMOTE INDICATOR LIGHT TO = THERMAL OVERLOAD SWITCH DC P = SWITCH WITH PILOT LIGHT QD DIMMER SWITCH W/ WATTAGE Q PUSHBUTTON CONTROL STATION PC PHOTOELECTRIC CELL TS TIME SWITCH QT THERMOSTAT AT 60" UNLESS NOTED eDIVISION 15 EQUIPMENT FUSES FOOD SERVICE EQUIPMENT COMMUNICATION SYSTEM I I I SPEAKER IN CEILING OR WALL �V I VOLUME CONTROL AT 60" UNLESS NOTED OM < 1 MICROPHONE OUTLET IN FLOOR BOX OR WALL OC -i CALL -IN SWITCH @ PROGRAM BELL E] PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED QQ CLOCK �A AMPLIFIER 1. WALL ASSEMBLY - THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3 -5/8 IN. (92 MM) WIDE BY 1 -3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). 2. THROUGH PENETRANT - ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING 3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8.1-1/4,1-7/8 AND 2 -1/2 IN. (16, 32,48 AND 64 MM) THICKNESS OF CAULK FOR 1, 2,3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD /PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED TO THE LEFT. 3M COMPANY - CP 25WB+ CAULK OR FB -3000 WT SEALANT, *BEARING THE UL CLASSIFICATION MARKING PENETRATION THROUGH AFIRE -RATED WALL_ NOT TO SCALE ABBREVIATIONS AC -ABOVE COUNTER AFF -ABOVE FINISHED FLOOR AFG - ABOVE FINISHED GRADE AHJ -AUTHORITY HAVING JURISDICTION AL ALUMINUM CU COPPER EC ELECTRICAL CONTRACTOR EM - EMERGENCY GC - GENERALCONTRACTOR GND - GROUND GFI GROUND FAULT INTERRUPTER MC MECHANICAL CONTRACTOR NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE PC PLUMBING CONTRACTOR REF - REFERENCE UG - UNDERGROUND LINO UNLESS NOTED OTHERWISE UTP UNSHIELDED TWISTED PAIR WP WEATHER PROOF XFMR - TRANSFORMER +18" - MOUNTING HEIGHT TO CENTERLINE -co N OF DEVICE AFF OR AFG FIRE ALARM SYSTEM EEIIII FACP FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL Q FIRE ALARM PULL STATION ❑Q ALARM HORN OR SPEAKER ❑Q:E COMBINATION HORN /STROBE OR SPEAKER /STROBE • H THERMAL HEAT DETECTOR • 1 SMOKE /IONIZATION DETECTOR • P PHOTOELECTRIC SMOKE DETECTOR • H/P HEAT /PHOTOELECTRIC SMOKE DETECTOR [S C]R DUCT DETECTOR (D SPRINKLER SYSTEM FLOW SWITCH E+- SPRINKLER SYSTEM TAMPER SWITCH Z < STROBE @ SMOKE /FIRE DAMPER CONNECTION "I REMOTE INDICATOR LIGHT SECURITY SYSTEM DC CONTACT DOOR SWITCH IN JAMB OR HINGE 0,1 INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDOR /ROOM CORR Q KEY - OPERATED ACCESS SWITCH rJ� SURVEILLANCE CAMERA DISTRIBUTION EQUIPMENT SYMBOLS -� DISCONNECT SWITCH FUSES ^ CIRCUIT BREAKER I I I CURRENT TRANSFORMER V ^" /VV^A TRANSFORMER v METER ® MAGNETIC MOTOR STARTER ❑� DISCONNECT SWITCH PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD ❑T TRANSFORMER �v GROUND ® CIRCUIT BREAKER MOTOR OUTLET ATS AUTOMATIC TRANSFER SWITCH GENERAL NOTES ALL SHEETS THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER /ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. QUANTITIES PER FLOOR PLANS OAX RECEPTACLE IN SINGLE ANG BOX @ 18" A.F.F. UNO ZG6 QUAD SHIELDED CABLE) 3/4 "C ONDUIT STUBBED TO ACCESSIBLE EILING, PLENUM RATED WIRE, WHEN EQUIRED, RAN TO BACK BOARD TRUCTURED CABLE ISTRIBUTION PANEL #6CUG METALLIC COLDWATER PIPE CABLE TV ONE LINE DIAGRAM_ NO SCALE ELECTRICAL GENERAL SPECIFICATIONS A. General Reauirements 1 SCOPE: Furnish all materials and labor required to execute this work as indicated on drawing and as specified, as necessary to complete the contract. Electrical work shall include, but not limited to, these major items: A. Complete wiring system for new lighting and power as shown, including new panelboards, new conduits, new wires, new wiring devices, new control devices, etc. for a complete lighting and and power system. a. Complete feeder(s) installation as required for new and /or electrical apparatus as shown on single line diagram and drawings. b. Complete branch circuit wiring required for the connection of emergency lighting and exit signs to existing emergency stand by power system. 2. Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. 3. Fire alarm system will be by electrical contractor. 4. Complete connection of HVAC /Plumbing motor(s), water heater(s), equipment, etc. furnish by mechanical - refer to both electrical and and mechanical drawing for scope and work and additinal infor- mation. 5. Provide grounding and bonding Facilities. 6. Complete all electrical demolition as required. 7. Core drilling and patching of existing building structure required for electrical work. Core drilling shall follow Building Standard procedures and contractor shall have written approvals from building owner prior to start of any work. 8. Test of entire system and work. 9. Operating, Maintenance and identification instructions manuals, if any. 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and completion of electrical work. 11. REGULATIONS AND CODES: A. Applicable codes: National Electric Code (2011) Conform to the prevailing edition and amendments thereto of the Town of Vail Electrical Code, pertinent NFPA publications and to the requirements of Federal, State or other City agencies having jurisdiction. 12. SHOP DRAWINGS AND SUBMITTAL: A. Contractor shall submit shop drawings for engineer review and approval. B. Shop drawing submittal shall include: 1. Lighting fixtures. 2. Panelboard(s). 13. CONDUIT AND WIRE: A. CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only copper wire with 600V insulation, types TW, THHN, or THW - stranded in sizes #8 and larger, solid in sizes #10 and smaller. Control wiring shall be #14, stranded. Use type THHN for wires entering or passing through fluorescent lighting fixtures. All motors shall be wired with copper conductors only. B. MC cable permitted per local codes. Run hard pipe from panel to local junction box, and run MC cable from junction box to device. 14. ELECTRICAL DEVICES A. Convenience receptacles will be 20 amp, commercial grade decora style. Finish per owner or architect. All dwelling unit receptacles to be tamper- resistant per NEC 406.11. B. Light switches will be 20 amp, commercial grade, decora style. Finish per owner or architect. C. Dimming switches will be a minimum of 60OW or as noted. Provide decora style, finish per owner or architect. D. All mounting heights will conform to ADA guidelines. Typical receptacle heights will be +18 "AFF and switch heights will be +46 "AFF unless noted otherwise. + 80 "AF F PPULLWIRE 4 "C MAIN TELE /DATA ROOM TELEPHONE ONE- LINE DIAGRAM NO SCALE GENERAL ELECTRICAL SPECIFICATION BELOW IS FOR REFERENCE ONLY. MASTER BOOK SPECIFICATION WILL SUPERSEDE THE GENERAL ELECTRICAL SPECIFICATION BELOW. E. Provide GFI type receptacles at kitchens, bathrooms, garages, exterior etc. as required by code. 15. SUPPORT A. Support all electrical equipment independent of accessible ceilings as required by NEC. 16. ELECTRICAL BOXES A. At fire rated wall, space electrical boxes at opposite sides of the wall no less than 24" horizontal distance. B. When phone, TV & power receptacles are shown on plan next to each other. Locate respective receptacles next to each other on site with no more than V separating cover plates. 17. METERING A. EC shall coordinate whether or not meters require lever bypass with local utility and provide all meters with a lever bypass when required. B. Cat 6 Wiring Requirements A. The cabling for voice and data must be continuous, home run, non - spliced, 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable manufacturers include: Berk -Tek, Belden, Lucent or equivalent. B. Data cable will be colored blue. Voice cable will be colored white. C. The terminations at the station locations must be Category 6, T568B (AT &T) modular RJ -45, 8 pin, 8 conductor, Hubbell, Leviton, or lucent or equivalent jacks, match faceplates to power, color coded for voice and data, match to cable. Outlets will be securely held in place. D. Wall mounted patch panels will be provided. E. All cables will be labeled with self - laminating labels at each cable end, at each patch panel location, and each wall /floor faceplate that has wiring installed. Coordinate numbering scheme with owner. F. Provide plenum rated cable when required by article NEC 300 -22. G. All cable above the ceiling must be tied and properly supported with independent hangers. Cable "draped" across ceiling tiles is unacceptable. In the case of "hard" drywall ceilings, adequate support shall be accomplished where reasonably possible. H. Route cables so as not to exceed 90 meters in length. Bidder will identify any cable runs exceeding 90 meters and provide solution to meet the 90 meter requirement. I. All wiring shall be protected from moving mechanical or physical contacts. Cabling shall be free from tension at both ends, as well as through out the length of the run. Splices and bridge taps with cabling are strictly prohibited. Wiring is to be run in cable tray and conduit where specified. J. All connections of twisted wiring shall be made in such a way as to minimize the extent in which each twisted pair is unraveled at the point of its physical termination. No more than .5 inches of exposed untwisted pairs shall be present at these locations. K. Cable bends shall be no less than eight times the cable diameter or 1.00 ". Cables are to be kept a minimum of 6" from power lines, electric motors, fluorescent fixtures or heat generating devices. L. All cable hangers shall be no more than 48" apart. Contractor shall be familiar and install in accordance with all applicable codes and standards, including NEC, EIA/TIA 568,569 and 606, and federal, state and local codes. Care must be taken to ensure cables are not kinked, bent beyond limit, overloaded, over - cinched, crushed, improperly untwisted, etc. M. No exposed wiring will be accepted unless approved in writing by the engineer. Cabling shall be in the wall, above the ceiling or where exposed, enclosed within cable trays, raceways or conduit, as specified. N. All cabling shall be bundled and properly secured and terminated. O. The warranty set forth for this system shall consist of a full three (3) years from the date of project completion. The contractor warrants the system to be free of defects of workmanship or products and will inspect and repair the system during this warranty period at no additional cost to the owner. The warranty period shall begin at the point of system acceptance or beneficial use, whichever comes later. ROUTE WIRE AT CEILING PARALLEL OR PERPENDICULAR TO STRUCTURE. SECURE TO STRUCTURE AT 4' INTERVALS OR LESS. STUB UP TO ABOVE - ACCESSIBLE CEILNG +80:AFF STRUCTURED CABLE DISTRIBUTION PANEL (2 #CAT 6) 3/4"C--y- PLENUM RATED WIRE WHEN REQUIRED #6 CU G (1) RJ -11 & (1) RJ -45 IN SINGLE GANG BOX AT 18" AFF UNO COLD WATER PIPE TELEPHONE/ COMPUTER ROUGHIN �O -o ZW Z C (A ' C4 U LJJ C5 � C5 N W OO �Z5 �DsmD �j M 01 _Zt; H Q O ( \ /��J\ LL (�T �D L if 7 /W/ W Lr < CL =LJJ C LLJ 1- U d -e z ui z Z _ � Z LJJ W R W� W D cv rn 10 10 LU M -ao D en en -co N y Zn M ctl n It O D1 - D D1 Q ON a Y C O u<" LU ImM W ��� N Z oC � c � OC W Z W Z J Z0 Z < Z W = Q LJJ LJJ Z) CC Z a pe <4< En SEAL 4��,00 REG,�T U J rJ� Ai fc�yC: V) F- LU F LU v W W v o Q J L CL= O N N a J �v U uni V) C) < LL. 3: CL ISSUED FOR: Nq. DATE COMMENT C 02A$ PRO ONME rALT* ON D 1 06p $ PERMrr SET E 11/tir%1$ FOR ICON$TRU"ON F 11AO $ WAWES TO ALANS 10 12110$ 00N$TRU"1ON KEY PLAN LEGEND, DETAILS & SPECS PROJECT Nq, ORIt3IN DATE 201 32266.00 07/01 /13 DRAWN BY CHK BY TRV BY CTL SOH $HEET Nq. E1.0 SALE: NONE GENERAL NOTES: 1. COORDINATE LOCATION OF ALL RESTAURANT EQUIPMENT WITH OWNERS PRIOR TO ROUGH -IN. / 1 SHEET DETAIL NOTES: OPROVIDE POWER CONNECTION WITH -IN RAISED CONCRETE CURB FOR COOLER. COORDINATE LOCATION OF CONNECTION WITH OWNERS PRIOR TO ROUGH -IN. O2 PROVIDE POWER CONNECTION FOR SODA DISPENSER UNDERNEATH EACH ICE WELL. COORDINATE LOCATION OF CONNECTION WITH OWNERS PRIOR TO ROUGH -IN. O3 PROVIDE POWER CONNECTION IN WALL UNDER THE SERVICE COUNTER. COORDINATE LOCATION OF CONNECTION WITH OWNERS PRIOR TO ROUGH -IN. PROJECT: PROJECT #: MOUNTING: TYPE: 0 Ln PANEL CONCESSION A PANEL L1C F Z ENGINEER: VOLTAGE: MAINS: AIC: CTL 120/208V, 3P, 4W 100A MLO 10K C5 !T PHASE Z PHASE DESCRIPTION PHASE B C DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION Z z ; �— z _ Q Q � ro u W <� W W D es1 Lu C) � C eD -w p N M FLUORESCENT LIGHTS 500 M 800 STAGE RT HEATER 750 1 2 20 2 1 2 800 1 20 1000 ICE TEA 500 STAGE RT LIGHTS " 1 750 4 1 20 3 4 900 1 120 SPACE 1000 Z W = STAGE RT RECEPTACLES STAGE RT INSIDE HEATER 1 5 750 20 2 5 6 1 120 OUTSIDE GFI COOK AREA 900 1000 STAGE RT RECEPTACLES " 750 7 8 1 20 7 8 1000 1 20 1000 CUH #3 900 LOADING DOCK LIGHTS COFFEE POT STATION 1 1000 10 20 1 9 10 1200 1 20 WALK -IN COOLER LIGHTS 1000 LOADING DOCK RECS BASEMENT LIGHTS 1 11 1500 20 1 Ill 12 1 1 20 WALK -IN COOLER FAN 1200 1000 LOADING DOCK RECS BASEMENT LIGHTS 1500 13 14 20 1 113 14 1500 1 20 1000 F 1200 STORAGE RM RECS BASEMENT EM LIGHTS 1 200 16 20 1 15 16 500 1 20 GFI @ ICEMACHINE 250 ELEC RM LIGHTS STAGE EM LIGHTS 1 17 200 20 1 17 18 1 20 UNKNOWN 500 500 RM 115 &116 LIGHTS BASEMENT LIGHTS 750 19 20 20 1 19 20 1200 1 20 750 COFFEE MAKER 500 STAGE LEFT LIGHTS BASEMENT RECEPTACLES 1 1000 22 20 1 21 22 900 1 20 UNKNOWN 500 STAGE LEFT ENTRY LITES BASEMENT RECEPTACLES 1 23 1000 20 1 23 24 1 20 UNKNOWN 500 250 TIVOLI SIGN LIGHTS COFFEE POT STATION 1000 25 26 20 1 25 26 1200 1 20 500 SPACE 0 RM 118 &119 LIGHTS N WALL GREEN RM RECS 0 20 1 27 28 500 1 20 SPACE 500 STAGE LEFT LIGHTS GREEN RM LIGHTS 0 29 500 20 1 29 30 1 120 SPACE 0 1000 WOMENS BATH 113 DRESSING RM LIGHTS 500 31 32 120 1 131 32 1750 1 20 1000 SPACE 1800 STAGE LEFT 111 & 108 RECS HALL 101 LIGHTS 1 500 34 20 1 33 34 800 1 20 WATER FEATURE 1000 GREEN RM VANITY RECS DRESSING RM 103 LTS 1 35 500 20 1 35 36 1 20 HAND DRYER 1500 500 DRESSING RM LIGHTS DRESSING RM 104 LTS 500 137 38 20 1 37 38 0 1 20 1000 SPACE 1500 LANDSCAPE LIGHTS DRESSING RM 105 LTS 1 500 40 20 1 39 40 750 1 20 S 1000 LANDSCAPE LIGHTS NEW LANDSCAPE LIGHTS 0 4 1000 20 11 141 42 11 120 1 1000 NEW LANDSCAPE LIGHTS LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: CONNECTED TO PANEL CONCESSION B WITH FEED THRU LUGS, ALL LOADS SHOWN BELOW. 0.95 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS LIGHTING /CONTINUOUS 4150 11 5188 14 RECEPTACLES 15500 43 12750 35 MECHANICAL 23150 75 23650 77 KITCHEN 24500 68 24500 68 TOTAL 67300 198 66088 195 LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: FEED THRU LUGS PROVIDED TO PANEL CONCESSION A, ALL LOADS SHOWN ON PANEL CONCESSION A. 0.94 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS LIGHTING /CONTINUOUS 750 2 938 3 RECEPTACLES 4800 13 4800 13 MECHANICAL 14000 46 14875 48 KITCHEN 18100 50 18100 50 TOTAL 37650 111 38713 115 LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: 0.98 CONNECTED LOAD LIGHTING /CONTINUOUS 16900 RECEPTACLES 12000 MECHANICAL 3000 KITCHEN 0 TOTAL 31900 CONNECTED AMPS 47 33 10 0 90 DEMAND LOAD DEMAND AMPS 21125 59 11000 30 3375 11 0 0 35500 100 NEW CIRCUITS ARE SHOWN CLOUDED PROJECT: PROJECT #: MOUNTING: TYPE: 0 Ln PANEL CONCESSION A ENGINEER: VOLTAGE: MAINS: AIC: SOH 120/208V, 3P, 4W 200A MLO 10K F Z PHASE PHASE C5 !T W _ Z PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION DESCRIPTION W =o ®as J u Q Z z ; �— z _ Q Q � ro u W <� W W D es1 Lu C) � C eD -w p N M FLUORESCENT LIGHTS 500 M 800 20 1 1 2 1 20 1 750 800 U L EM LIGHTS/ WATER HEATER RECESSED CANS ICE TEA 500 20 1 13 4 1 20 1 20 900 800 PREP AREA RECEPTACLES SPACE HOT CHOCOLATE Z W = 0 20 1 5 6 1 20 1 20 900 COMPUTER GFI OUTSIDE GFI COOK AREA 900 750 20 1 7 8 1 20 1 1200 1000 FLOOR COOLER OUTSIDE GFI AT COLUMN CUH #3 900 (D 20 1 9 10 1 20 2 20 1200 1000 FLOOR COOLER WALK -IN COOLER LIGHTS " 500 20 1 11 12 1 20 1 1 0 SPACE WALK -IN COOLER FAN 1200 DATE 1250 20 1 13 14 1 20 3 900 1500 11/6/1 a EM LIGHTS WALK -IN COOLER FAN F 1200 izHANCE$ To LAN$ 20 1 15 16 1 20 500 1500 REAR EXHAUST FAN GFI @ ICEMACHINE CUH #3 11200 20 1 17 18 2 20 250 GRILL LIGHTS/ SHUNT TRIP UNKNOWN 500 1250 20 1 19 20 1 20 1 1250 1200 " UNKNOWN COFFEE MAKER 500 20 1 21 22 1 20 1 20 900 1200 UNKNOWN UNKNOWN " 500 20 1 23 24 2 20 1 20 1000 UNKNOWN UNKNOWN 500 PLAN 2400 20 1 25 26 25 26 1 1000 1200 CTL " SPACE SPACE 0 0 27 d28 1 120 2 20 500 1200 NEW LIGHTS SPACE SPACE 0 0 29 30 1 20 1 900 NEW RECEPTACLES SPACE 0 0 31 32 1 20 2 1200 1750 NEW COOLER STAGE SPACE 1800 20 1 33 34 1 20 800 1750 NEW SODA DISPENSER WATER FEATURE SPACE 1500 20 1 35 36 1 20 1 20 800 1 NEW SODA DISPENSER HAND DRYER 1500 0 20 1 137 38 11 20 1750 0 NEW POS HAND DRYER SPACE 1500 20 1 39 40 1 20 750 0 NEW POS S SPACE 0 4 4 41 42 S SPACE LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: CONNECTED TO PANEL CONCESSION B WITH FEED THRU LUGS, ALL LOADS SHOWN BELOW. 0.95 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS LIGHTING /CONTINUOUS 4150 11 5188 14 RECEPTACLES 15500 43 12750 35 MECHANICAL 23150 75 23650 77 KITCHEN 24500 68 24500 68 TOTAL 67300 198 66088 195 F TO PANEL L1 C IS LOCATED AT LOWER LEVEL ELECTRICAL ROOM ADJACENT MAIN ELECTRICAL GEAR. CONNECT SITE LIGHTING TO PANEL L1C. I I PANEL L1C (E) PROJECT: PROJECT #: MOUNTING: TYPE: 0 Ln PANEL CONCESSION B ENGINEER: VOLTAGE: MAINS: AIC: SOH 120/208V, 3P, 4W 200A MLO 10K F Z 6 PHASE C5 !T W _ Z PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION W =o ®as J u Q Z z ; �— z _ Q Q � ro u W <� W W D es1 Lu C) � C eD -w p N M % N SODA DISPENSER M 800 Q 20 1 1 2 1 20 800 U L ICE TEA ICE TEA 800 U 20 11 3 4 1 20 Z 800 W Z J Zu -;�Q SODA DISPENSER HOT CHOCOLATE Z W = 0 800 20 1 5 6 1 20 lJ Q 800 HOT CHOCOLATE CANOPY CANS PC 750 20 1 7 8 1 20 1000 W W COOLER DEFROST BLOWER CUH #3 y (D 11250 100 ry O 20 2 9 10 2 20 1000 O IRTU #2 " 1 E Lu 1250 V) Ill 12 1 1 1000 " CUH #2 DATE 1250 C 20 2 13 14 3 20 1500 11/6/1 a FOR CONSTRUgION DISHWASHER F 11/$6/1 a izHANCE$ To LAN$ 1250 10 12M O3 CONMUCTION 15 16 1500 CUH #3 1250 20 2 17 18 1500 " 1250 19 20 1 120 1200 CONTRACTOR ANSUL COFFEE MAKER 2000 30 2 121 22 1 20 1200 CONTRACTOR ANSUL " 2000 23 24 1 20 KEY PLAN 1200 CONTRACTOR ANSUL POPCORN PLAN 2400 PROJEK,7 Nq, ORIGIN DATE 30 1 25 26 1 20 1200 CTL SOH CONTRACTOR ANSUL SPACE SHEET No, 0 StyALE! 1/4"= 1 *0" 27 128 2 20 1200 ICE MACHINE SPACE 0 29 30 1 1200 " SPACE 0 31 32 2 130 1750 RTU #1 SPACE 0 33 34 1750 " SPACE 0 35 36 1 20 1 0 ANSUL SHUNT TRIP SPACE 0 1 1 37 138 0 SPACE SPACE 0 39 40 0 SPACE SPACE 0 41 42 0 SPACE LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: FEED THRU LUGS PROVIDED TO PANEL CONCESSION A, ALL LOADS SHOWN ON PANEL CONCESSION A. 0.94 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS LIGHTING /CONTINUOUS 750 2 938 3 RECEPTACLES 4800 13 4800 13 MECHANICAL 14000 46 14875 48 KITCHEN 18100 50 18100 50 TOTAL 37650 111 38713 115 V d 0 Ln Zoe W F Z 6 D U W V-- C5 !T W _ Z <Z � �, •-� U :s 1— - Ln ' U ; LLJ OC W W Q -w -0 LO W =o ®as J u Q Z z ; �— z _ Q Q � ro u W <� W W D es1 Lu C) � C eD -w p N M % N o � v M N Q -' 0 � O C Q U L W m X M M M U J W -co N O D w d_ Oe W W Z W Z J Zu -;�Q Z Z W = 0 W W oe >_ CL pe 0C SEAL 4iP 0 REG`ST ryti� L� Q h:J�I,+ lJ Q . a w r L Z Lu W W O y (D 100 ry O s J O N M J N O 1 E Lu V) LL. _ CL ISSUED FOP4 Nq, DATE COMMENT C 0 a/9 a PRO WW* EKr ALTEOnON D 14(16/13 PERINIIT SET E 11/6/1 a FOR CONSTRUgION F 11/$6/1 a izHANCE$ To LAN$ 10 12M O3 CONMUCTION KEY PLAN POWER PLAN PROJEK,7 Nq, ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY CTL SOH SHEET No, E2.0 StyALE! 1/4"= 1 *0" / / 1 I I 1 SHEET DETAIL NOTES: OPROVIDE LIGHTING CONTROL PANEL, LOCATE AT BACKSTAGE OF AMPHITHEATER AT LOWER LEVEL ADJACENT TO EXISTING LIGHTING CONTROLS AND POWER PANELS. PROVIDE (5) SWITCH LEG CONTROLS- (1) FOR WALL SCONCES AT CANOPY COLUMNS, (1) FOR WALL SCONCES AT FRONT ENTRY /CONCESSION AREA, (1) FOR EAST POLE LIGHTS, (1) FOR WEST POLE LIGHTS, AND (1) FOR STEP - LIGHTS. PROVIDE KEYPAD CONTROLLER AT TWO LOCATIONS, ONE ADJACENT TO EXISTING CONTROLS AT STAGE LEFT, AS WELL AS INSIDE TICKET BOX OFFICE. CIRCUIT THE LIGHTING CONTROLLERS TO LIC -41 & 42. O2 PROVIDE PHOTOCELL TO CONTROL THE SINGLE DOWNLIGHT IN THE PUBLIC BATHROOM ENTRY, INDEPENDENT OF ALL OTHER LIGHTS. OPROVIDE MOTION SENSOR WITH TIMER TO CONTROL FOR BATHROOM LIGHTS. O4 NOTE REMOVED. A - LOCATE LIGHTING CONTROLS WITH BACK HOUSE LIGHTING. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. CONNECT LIGHTING CONTROLS TO PANEL L1 C, RE -USE EXISTING CIRCUITS IF POSSIBLE, CONNECT TO NEW CIRCUITS L1C -41 & 42 IF NECESSARY. PROVIDE CRESTRON CLX -2DIM8 DIMMING MODULE, PAC2M CONTROLLER, WITH CAEN -2X1 ENCLOSURE. PROVIDE (2) CRESTRON KEYPADS, ONE INSIDE TICKET BOX OFFICE AND ANOTHER AT STAGE LEFT ADJACENT TO EXISTING STAGE CONTROLS. OTHER EQUIVALENT LIGHTING CONTROL SYSTEMS ARE ACCEPTABLE, WITH APPROVAL FROM ENGINEER. CRESTRON LIGHTING CONTROLLER. TO STEP LIGHTS TO EAST POLE LIGHTS TO SENTRY WALL „- SCONCES 22" LEO ROUND LED POLE MOUNT LIGHT, TO CANOPY WEST WALL POLE SCONCES LIGHTS (1) 22" FIXTURE ON 12' POLE A2 12', TYPE IV DISTRIBUTION, DIMMABLE LANDSCAPE FORMS LEO 22 ", 12' POLE, SINGLE- 12' POLE N/A 62W LED, 3500K 120 22" O X7" H w C u o C ` FIXTURE Q w u U J u Q Z u° M z u �z �� <Q mtn -co Q oc LCLI W ui W L Q LJJ Q 0 cV LLJ p en -0 p n %D M IN y o D M M n 'a 00 (1) 22" FIXTURE ON 12' POLE A3 EXISTING TOWN OF VAIL POLE LIGHTS ANP LIGHTING LA1943- H- 70/80W LED - 120 - 5000 -T3 12' POLE N/A 62W LED, 3500K 120 22" 0 X7" H tea°' 16' POLE: CB12014S16,188- PA321 -1 MOD Lu z Lu Z) Q W LU pe z Z) z >� �Q V Q Ln SEAL 6" RETROFIT LED MODULE FOR RECESSED Rp SS's 1AIL z Lu Lu PROVIDE SAMPLE PRIOR TO D1 CAN, WET LOCATION, DIMMABLE, LG LGE- 6RDL -13 -W RECESSED N/A 13W LED, COLOR 120 5 -3/4" 0 X4 -3/4" H ORDERING TO VERIFY MODULE i WHITE TRIM, EXACT MODEL PER ARCH. c W U ry Ln (D < LL. _ TEMP PER ARCH ISSUED FOR; NQ. FITS IN ALL EXISTING CANS. F SURFACE MOUNT LENSED LINEAR COLUMBIA MWW4- 332 -EU SURFACE 3 32W T8 120V 48 7/8 "L X 15 7/8 "W X4 3/8 "D FORCONSTRUUON F 11/26/13 PHANGES TO PLAN§ G'' CEILING tONMUq 1QN 0 1%2$/2414 ASI-W2 0 2/15/2414 ASI-WS RE -USE EXISTING WHERE FIELD G DOWNLIGHT (EXISTING) INDY 620R- 421 -AS RECESSED 1 42W CFL 120V CONDITIONS PERMIT. PROVIDE NEW CEILING WHERE NEEDED. PROVIDE TRIM TO MATCH EXISTING ID WALL MOUNTED SCONCE BEGA 2490- SURFACE 1 100W 120 16 1/8 "W X 11 1/2 "H X 11 1/2 "D COORD W/ OWNER 07/01/13 DOWNCAST LIGHT CHK BY TRH/ BY WALL SOH TUNGSTEN HALOGEN SHEET No E3.0 SCALE: 1/4"= 1 V FIXTURE TO BE SELECTED IF INCANDESCENT SELECTED, ID2 WALL MOUNTED BATH SCONCE COORD W/ OWNERS COORD W/ OWNERS SURFACE 1 17W ALLOWANCE 120 PROVIDE PHILIPS LED RETROFIT COORD W/ OWNERS WALL LAMPS. (17A21/END/2700 DIM 6/1) PROVIDE TRIM TO MATCH EXISTING ID3 CANOPY COLUMN SCONCES BEGA 2490- SURFACE 1 100W 120 16 1/8 "W X 11 1/2 "H X 11 1/2 "D COORD W/ OWNER COORD W/ OWNERS WALL TUNGSTEN HALOGEN L COVE MOUNTED LED TAPE LIGHT GM LIGHTING LTR30OWP -SO -WW & COVE 300 1.5W /FT LED 120 .09" H X.31" W X 16.4' L ACCESSORIES RECESSED LED STEPLIGHT, FULLY S1 SHIELDED, DIMMABLE, WET LOCATION BEGA 2197LED RECESSED TBD 10AW LED, 3000K 120 FULLY SHEILDED, FULL CUT -OFF DIMMABLE NOTE: ALTERNATE EQUIVALENT LIGHTING PACKAGES ACCEPTED WITH ENGINEER'S REVIEW OF SUBMITTAL. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIRE TENTING TO MAINTAIN FIRE RATINGS FOR ALL RECESSED FIXTURES LOCATED IN FIRE RATED ASSEMBLIES. BACKBOXES FOR NON -IC RATED FIXTURES MUST HAVE 3" CLEARANCE BETWEEN FIXTURE HOUSING AND INSIDE SURFACES OF BACKBOXES. BACK BOXES FOR IC -RATED FIXTURES MAY BE TIGHTTO FIXTURE HOUSING. A - LOCATE LIGHTING CONTROLS WITH BACK HOUSE LIGHTING. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. CONNECT LIGHTING CONTROLS TO PANEL L1 C, RE -USE EXISTING CIRCUITS IF POSSIBLE, CONNECT TO NEW CIRCUITS L1C -41 & 42 IF NECESSARY. PROVIDE CRESTRON CLX -2DIM8 DIMMING MODULE, PAC2M CONTROLLER, WITH CAEN -2X1 ENCLOSURE. PROVIDE (2) CRESTRON KEYPADS, ONE INSIDE TICKET BOX OFFICE AND ANOTHER AT STAGE LEFT ADJACENT TO EXISTING STAGE CONTROLS. OTHER EQUIVALENT LIGHTING CONTROL SYSTEMS ARE ACCEPTABLE, WITH APPROVAL FROM ENGINEER. CRESTRON LIGHTING CONTROLLER. TO STEP LIGHTS TO EAST POLE LIGHTS TO SENTRY WALL „- SCONCES J u 0 ' TO TO CANOPY WEST WALL POLE SCONCES LIGHTS J u 0 -CO -m Z °C W It — Z n W V_ ci Lu ao Z� F- - Z) Qzu��' U of ' u -a � oe CL w C u o C ` Q w u U J u Q Z u° M z u �z �� <Q mtn -co Q oc LCLI W ui W L Q LJJ Q 0 cV LLJ p en -0 p n %D M IN y o D M M n 'a 00 G O o n Ln W o- I m X M m M J W N co d ON tea°' �Iw z Lu W Z J z zu�Q Lu z Lu Z) Q W LU pe z Z) z >� �Q V Q Ln SEAL i'p0 RE"s Rp SS's 1AIL z Lu Lu Q V W W N C L 7 ry J N M ti J N Q O i c W U ry Ln (D < LL. _ CLM ISSUED FOR; NQ. DATE COMMENT I , 5/1$/13 ollta WW* OU ALTER�MON D 1 o o$ PEPMIT SET E 11/03 FORCONSTRUUON F 11/26/13 PHANGES TO PLAN§ G'' 12/1 3 tONMUq 1QN 0 1%2$/2414 ASI-W2 0 2/15/2414 ASI-WS KEY PLAN LIGHTING PLAN PROJEICT Nq. ORII3IN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRH/ BY C TL SOH SHEET No E3.0 SCALE: 1/4"= 1 V GENERAL NOTES: 1. REFERENCE SHEET E3.0 FOR LUMINAIRE SCHEDULE. 2. ALL LIGHTS IN THE SCOPE OF THESE PLANS SHALL HAVE INDEPENDENT CONTROLS FROM THE REST OF THE AMPHITHEATER, AS SHOWN ON THE PLANS. CONTROL SYSTEM SHALL BE CAPABLE OF CONTROLLING ALL FIXTURES TO RAMP LIGHTS UP OR DOWN AT THE APPROPRIATE TIMES. THERE SHALL BE (5) SWITCHLEGS - (2) FOR POLE LIGHTS, (2) FOR WALL SCONCES, AND (1) FOR STEPLIGHTS. PROVIDE CRESTRON CLX -2DIM8 DIMMING MODULE, PAC2M CONTROLLER, WITH CAEN -2X1 ENCLOSURE. PROVIDE (2) CRESTPON KEYPADS, ONE INSIDE TICKET BOX OFFICE AND ANOTHER AT STAGE LEFT ADJACENT TO EXISTING STAGE CONTROLS. OTHER EQUIVALENT LIGHTING CONTROL SYSTEMS ARE ACCEPTABLE, WITH APPROVAL FROM ENGINEER. SHEET DETAIL NOTES: DPROVIDE LIGHTING CONTROL PANEL, LOCATE AT BACKSTAGE OF AMPHITHEATER AT LOWER LEVEL ADJACENT TO EXISTING LIGHTING CONTROLS AND POWER PANELS. PROVIDE (5) SWITCH LEG CONTROLS- (1) FOR WALL SCONCES AT CANOPY COLUMNS, (1) FOR WALL SCONCES AT FRONT ENTRY /CONCESSION AREA, (1) FOR EAST POLE LIGHTS, (1) FOR WEST POLE LIGHTS, AND (1) FOR STEP - LIGHTS. PROVIDE KEYPAD CONTROLLER AT TWO LOCATIONS, ONE ADJACENT TO EXISTING CONTROLS AT STAGE LEFT, AS WELL AS INSIDE TICKET BOX OFFICE. CIRCUIT THE LIGHTING CONTROLLERS TO LIC -41 & 42. OPROVIDE NEW DIMMER SWITCHES FOR DOWNLIGHTS AND LED STRIP LIGHTS LOCATED IN FRONT OF TICKET OFFICE. LOCATE DIMMERS INSIDE TICKET OFFICE, COORDINATE LOCATION WITH OWNERS PRIOR TO ROUGH -IN. OPROVIDE NEW DIMMERS TO CONTROL EXTERIOR DOWNLIGHTS LOCATED IN FRONT OF NEW CONCESSION WINDOW. COORDINATE LOCATION OF LIGHT CONTROLS WITH OWNERS PRIOR TO ROUGH -IN. 40 PROVIDE CONDUIT FROM STAGE TO PANEL CONCESSIONS A -33. COORDINATE CONNECTIONS AT STAGE WITH OWNER PRIOR TO ROUGH -IN. O5 PROVIDE CONDUIT FROM WATER FEATURE AND SPECIALTY ART LIGHTS TO PANEL CONCESSIONS A -35. COORDINATE CONNECTIONS WITH OWNER PRIOR TO ROUGH -IN. 6 PROVIDE 16' POLES FOR Al FIXTURES SHOWN. COORDINATE LOCATION WITH OWNERS PRIOR TO ROUGH -IN. 2 O7 NOTE REMOVED. ■ / %Wftaft ft oft I­' / / - lJ T N \ \ DISTURBANCE to 01 OF o ` 1 1 L � � FIXTURE TYPE "L" LED LIGHTING STRIPS LOCATED 2 BELOW THE COUNTER TOP, COORD W/ OWNER. CONNECT TO DIMMER SWITCH, SEE E3.0. /\ COORD. W/ OWNER. ID / O CONNECT TO DIMMER (E) SWITCH, SEE E3.0. / COORD. W/ OWNER. . SEE SHEET E3.0 EXISTING - FIXTURES FOP. CONCESSION / Ql REMA N. T / LIGHTING CONNECT TO LIGHTING CONTROLLER AT BACK OF AMPHITHEATER �. ID L CONNECT TO LIGHTING CONTROLLER AT BACK Al r/ r OF AMPHITHEATER rr 1 Ilr ��ji 2 rr CONNECT TOO III DIMMER SWITCH. COORD. W/ OWNER. WATER OFEATURE 3 / si S1 CONCESSIONS / A -35 PARTIAL / Al 11 S1 CONNECT TO LIGHTING r I 4w 40 D1\` D1 OD1 1 CONNECT TO DIMMER SWITCH. � COORD. W/ OWNER. I I � I r j CONTROLLER AT BACK \ \ I / OF AMPHITHEATER. GF I I \ i I'\ CONC�SIONS A -41 \ 1 \ \ 11 1 \\ I-- \\ \ � - / \\ SID \ \ STAGE WP POWER 1 \\ k GFI / ID3 S1 / CONCESSIONS - _ \ ONNECT TO LIGHTING \ \�, L _ A -33 - _ 1 9ONTROLLER AT BACK OF AMPHITHEATER. \ \ rl - r � 1�I \ S1 rlr \ \11 S 1 h, ID3 • WP • GFI — -- Z' -- LIMIT OF DISTURBANCE ftwmw � i / ID3 WP \ OGFI 5 / FORD WALL/ CONCESSIONS SPECIALTY A -42 PARTIAL ART LIGHTING N\ / o s . C `' / s / 1 � I A I1 Hot H � SITE LIGHT &POWER PLAN ;! � SCALE: 1/8" = 1'0" O )NNECT TO LIGHTING )NTROLLER AT BACK = AMPHITHEATER.] _ _ n \'r i 10 10 00000 10 to _� • , f � Ln ce Li 0 clq -cq Zcc W lIq 00 -co r / I / I ZL.J 1../ I- C n O )NNECT TO LIGHTING )NTROLLER AT BACK = AMPHITHEATER.] _ _ n \'r i 10 10 00000 10 to _� • , f � Ln ce Li 0 clq -cq Zcc W lIq 00 -co D WUW Zoe Qc+s �e-sp �Z=r ED cm, 01 ZL.J 1../ I- C n O ` oe Q d 7@ C�� <�LJJ �et C -_0 W 42 u U M J Z z _ �z =g <Q�ro� LLI W LLI W < Q LJJ Q 0 Lu g M -w D M 1� dam' M n C14 11, Q M m ON L) P-. co C �. yy Q N�LL- U n a) Lr' Lu CO X IM W N �° ° Lu Z W `W"Z JZ Z Q Z W = Q W LLI oe >aoe 6 0 R c~n� SEAL ��p0 REG�ST 0 O � � Q SS�� At Etc; z Lu Lu Q v W W Z ° >o (D s O J N 0 M J N :;z O r_ Lu (D < LL. T CL ISSUED FOR: No. DATE COMMENT C 9/1$/13 oR9 �0NbR W 4TERArgN D 106/13 PERMrr SET E 11/0$ FOR C;ONSTRUC;TION F 11/25/13 CHANdO TO PLANS G 12/1 3 PPNSTRl1C11ON 0 1/23/2414 ASI-002 0 2/19/2414 ASI-W$ KEY PLAN SITE POWER 8c LIGHTING PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY C;HK BY TRY BY C TL SOH SHEET No. E4.0 SCALE: 1 /8 «_ 1'0« Ims// )\ :rs01, 62j, 821q 4" CV _— 211 7r -0n co I I i .I L. —� ALIG !J COPPER CLADDING, BELOW COUNTERTO NEW COUNTERTOP WITHISYNTHETIC STONE FINISH TO MATCH ADJACENT CONCESSION COUNTE T6 P Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. Box 1976 - Avon, Colorado 81620 (970) 949 -0257 FAX (970)949,-1080 EAW4 233 E. Canon Perdido SL - Santa Barbara, CA 93101 (805) 953 -6890 FAX (B05) 963 -8102 RETURN-, COPPER TH FACE NOTE: FIELD VERIFY LENGTHS TO COORDINATE WITH EXISTING ADJACENT BOULDER WALLS CQp fight O 2013 b1r Zehren & Associates Inc. PROJECT NAME: PROJECT NO: 20112137 DRAWN BY: MR GERALD R FORD AMPHITHEATER - PH 1 C LsSuE LIE- DBY: VAIL, COLORADO SHEET: DRAWING TITLE: FLOOR PLAN AT MERCHANDISE COUNTER 01 SCALE IF = T -0" DATE: 5131113 MERCH COUNTER �— 1. Provide fixtures to match luminaire schedule shown on sheet E3.0 for Phase II plans. 2. Provide under counter LED strips on both sides of merchandise counter. Lighting on customer side of the merchandise counter should match the existing concessions counter lighting. 2. Coordinate lighting controls with owner prior to rough -in. 3. Connect lights to existing East Service Panel at rear of adjacent building. 4. Provide NEMA 3R junction box at exterior wall, coordinate location with owner prior to rough -in. Connect junction box with 3/4" conduit and pull wire running into adjacent building for future possible connections. Chuck Langston- AEC - 02/28/14 The following sheets are not part of the Zehren GRFA Phase 2 Application but are provided to the Town as a courtesy to document all changes made since the Issue F was published on December 17, 2013. PROJECT: PROJECT #: MOUNTING: TYPE: 0 N CO r 00 PANEL PANEL L1B i o U o0 o0 ENGINEER: VOLTAGE: MAINS: AIC: ENGINEER: VOLTAGE: MAINS: AIC: CTL 120/208V, 3P, 4W 200A MLO 10K CTL 120/208V, 3P, 4W 100A MLO 10K PHASE U O > Q N N • 062 o0 PHASE U C C)o LLI 2 ti W �__®� LLJ ? c)-) 4-1 Z3 U O O c U 'E ,2? 00 O s0d�' PHASE o Q 0 x Q X O DESCRIPTION A A B C BKR P CIR CIR P BKR A B C DESCRIPTION DESCRIPTION GREEN ROOM RECS 1500 720 Z 20 20 1 11 2 11 20 1500 1500 1 LIGHTS DR# 3 STAGE LEFT RECS " 900 20 1 3 4 4 1 20 ISSUE: 500 CD'S 1500 LIGHTS DR# 3 RECEPTACLES if CUH -2 720 20 1 5 6 5 1 20 2 20 1080 COPY ROOM RECS BOX OFFICE DED 900 " 1500 20 1 7 8 1 20 1080 POWER SCALE: NONE DRESS RM RECS UC FRIDGE ARCHITECTURAL ENGINEERING CONSULTANTS. INC. 1000 GREEN ROOM HEATER 20 1 9 10 1 20 10 720 2 20 OFFICE 119 RECS PUMP ROOM RECS 1500 540 20 1 11 12 1 20 11 12 900 BOX OFFICE RECS OFFICE RECS 900 1500 20 1 13 14 1 20 1000 13 14 WASHER ROOM 116 RECS 1500 900 20 1 15 16 750 2 30 2500 15 16 DRYER DED RECEPTACLES 1200 20 1 17 18 1500 20 2500 17 " LIGHTS #4 2 900 1 1 20 1 19 20 if 1 20 900 GREEN RM EAST SPARE 0 20 1 21 22 if 1 20 1500 900 20 ROOF GFI FIRE ALARM 22 2 360 20 1 23 24 1 20 1500 ROOF HEAT TAPE ATM 23 1000 20 1 25 26 1500 1 20 900 1500 DRESSING 103 GFI LIGHTS DR #1 2 25 750 20 1 27 28 1 20 SPACE 900 1500 DRESSING 101,102 GFI LIGHTS DR #2 27 750 20 1 29 30 1 20 SPARE 900 DRESSING 104 GFI SPACE 20 0 1 29 30 31 32 0 FRESH AIR SPARE SPARE SPACE 20 0 1 31 32 33 34 20 1 20 1500 SPACE HEAT TRACE P C 500 20 1 _3.5_ 34 36 11 20 1200 0 SPACE WATER FEATURE (GFI) 1000 0 20 1 37 8 2 20 0 1500 SPACE WATER FEATURE (GFI) 1000 20 1 39 0 0 0 SPACE WATER FEATURE (GFI) " WATER FEATURE (GFI) 1000 20 1 41 42 39 40 2 20 0 SPACE WATER FEATURE (GFI) " 750 41 42 LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: 0.97 CONNECTED LOAD LIGHTING /CONTINUOUS 3400 RECEPTACLES 16420 MECHANICAL 6000 KITCHEN 7000 TOTAL 32820 CONNECTED AMPS 9 45 17 19 91 if DEMAND LOAD DEMAND AMPS 4250 12 13210 37 6375 18 7000 19 30835 85 NEW CIRCUITS ARE SHOWN CLOUDED GENERAL NOTES: COORDINATE LOCATION OF ALL WATER FEATURE CONNECTIONS WITH MAXIMUM COMFORT POOL & SPA PRIOR TO ROUGH -IN. PROJECT: PROJECT #: MOUNTING: TYPE: 0 N CO r 00 PANEL MP1 i o U o0 o0 ENGINEER: VOLTAGE: MAINS: AIC: c: 0 ti V o � 0 �Qo CTL 120/208V, 3P, 4W 200A MLO 10K N d E x O PHASE U O > Q N N • 062 o0 U C C)o LLI 2 ti W �__®� LLJ ? c)-) 4-1 Z3 U O O c U 'E ,2? 00 O s0d�' PHASE o Q 0 x Q X O DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION NAL E ' CUH -1 1500 O Z 20 2 11 2 12 20 1500 1 CUH -3 " 1500 3 4 AEC PROJECT #: 13084 DATE: ISSUE: 05 -19 -14 CD'S 1500 if CUH -2 1500 20 2 5 6 2 20 1500 DRESSING HALL HEATER " 1500 Checked By: CTL SOH 7 8 FEATURE POWER SCALE: NONE 1500 ® COPYRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS. INC. if GREEN ROOM HEATER 1500 20 2 9 10 2 20 1500 GREEN RM CUH -6 " 1500 11 12 1500 if OFFICE HEATER 750 20 2 13 14 2 20 1500 BOX OFFICE CUH -8 " 750 15 16 1500 if BOX OFFICE HEATER 1500 20 2 17 18 2 20 1 1500 DRESSING RM 102,103 HEAT if 1500 19 20 1500 if DRESSING RM 104,105 HEAT 1500 20 2 21 22 2 20 1500 COPY RM HEATER " 1500 23 24 1500 if STAGE LEFT HEATER 1500 20 2 25 26 0 SPACE " 1500 27 28 1 20 0 SPARE SPARE 0 20 1 29 30 1 20 1200 FRESH AIR SPARE 0 20 1 31 32 1 20 0 SPACE FANS 500 20 1 33 34 11 20 1200 AIR COMPRESSOR SPACE 0 35 36 2 20 1500 MECH RM HEATER 3 0 " WATER FEATURE (GFI) 750 20 2 39 40 2 20 750 WATER FEATURE (GFI) " 750 41 42 750 if LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: 0.85 CONNECTED LOAD LIGHTING /CONTINUOUS 0 RECEPTACLES 0 MECHANICAL 46400 KITCHEN 0 TOTAL 46400 CONNECTED AMPS 0 0 129 0 129 DEMAND LOAD DEMAND AMPS 0 0 0 0 47150 131 0 0 47150 131 0 N CO r 00 O cu i o U o0 o0 c: 0 ti V o � 0 �Qo N d E x O U O > Q N N • 062 o0 U C C)o LLI 2 ti W �__®� LLJ ? c)-) 4-1 Z3 U O O c U 'E ,2? 00 O s0d�' o Q 0 x Q X O m O JO a NAL E ' O Z W � � J n AEC PROJECT #: 13084 DATE: ISSUE: 05 -19 -14 CD'S Drawn By: Checked By: CTL SOH WATER FEATURE POWER SCALE: NONE I * 0 1 of 1 ® COPYRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS. INC. STEPPING STO ELEVATED CONCRETE RIS: 8'X7I'XI(o "D CATCH' � ------ _ -5ASIN STONE TERRACE 5Y OTHERS FA lO WATERFALL SUCTION OUTLET 311 I.D. OWATERFALL RETURN INLET 311 I.D. OWATERFALL CIRCULATION FLOOR SUCTION OUTLET 311 I.D. ■ ■ ■ ■ ■ � ■I \ ■I \ ■I \ ■I ■ A x� 1 0 J I v i ♦ v 4" WATER FEATURE \ \ \ ♦ // I SUPPLY LINE (2) 3" RETURN \ L INES \ I I I 1 \\ / I HIGH VOLT \ GE QTR' VOLT5 AMP& SUPPLY T 10 CIRCULATION PUMP- MAX -E -PRO P &R &D3 -205 3/44P 1 205 3.8 11 WATERFALL PUMP- MAX -E -PRO PGRroC3 -204 1 /2HP 1 208 3.2 12 CARTRIDGE FILTER - CLEAN AND CLEAR PLUS 120 S.F. 1 13 CHEMICAL FEEDER- RAIN50W 0320 INLINE? 1 14 OZONE 5"'5TEM- CLEARWATER TECH MICROZONE 500 1 15 LITTLE GIANT (o' SERIES 1 /34P 1 115 9.0 ♦♦ LOW VOLTAGE CONTROL CONDUIT TO EXISTING 51JILDING I ♦ ♦ ♦ ♦ ♦ ♦ MAIN PANE i z / _/ I / \ / T -- / A�OW VOLTAGE CONTROL ♦♦ ° _ 1IRE LOCATION T5D POOL -KEYS � EQUIPMENT ° 1 / I P °� 1 1 C \ °4 FLAN 4" FLOOR DRAIN � A o AI °114 / a ° I ATf R SUPLY FRc�,l I ° °// I ZI�ATIO� SYSTEEM-- \ 4. CIA Tfi� P �A�RICATED t IEt4 LAICAL VAULT STACKED 450VE � WATER ST RAG VAULT / T- ro' D f A1„fETER f=FEF,45 R.f�ATEDr\ 1 WATER STORAGE VA STS 1 5ELOW MECHANICAL /VAIJL1 � r�rv1 MAXIMUM COMFORT POOL & SPA, INC. 970 - 949 -6339 < (n N UU J LLJ0 FMa J LU 0 W 0 Q F= ��o M.j FM O a (.) (L W J _ LL > ce LU o� a 0 LL U 0 Z 0 a < o ©COPYRIGHT MAXIMUM COMFORT POOL & SPA, INC. ALL RIGHTS RESERVED This document, and the ideas and designs herein, as an instrument of professional service is the property of Maximum Comfort Pool and Spa, Inc, and is not to be used in whole or in part without the written authorization of Michael Charles- Manager of Maximum Comfort Pool & Spa, Inc. ISSUE DATE COORDINATION 3.14.14 REVIEW 3.17.14 CONSTRUCTION 5.5.14 DRAWN BY: PE REVIEWED BY: MC SHEET NO. P 1 ■ PLAN