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Home My WebLink AboutContractor Staging Information � RITZ CARL'TON - VAIL Contractor Staging Plan Table of Contents: 1.0 Staging Plans 2.0 Shoring Plans 3.0-3.3 Electrical Power/Fuel /Temporary Heating Plans • Temporary Electrical • Temporary Fuel • Temporary Heating 4.0 Job Specific Safety Plan 5.0 Fire Department Access 6.0 Dewatering Plan � 7.0 Pedestrian Walkway Plans TI'�C COritI'OI PI�T1S (Will be submitted once approved plan is accepted) 8.0 Crane mobilization/Demobilization Plan � • Copy of FAA permit Application • Mobilization 9.0 Construction Schedule • Town of Vail work hours • Non-work Periods 10.0 Organizational Chart/Emergency Contact List � � 1 of 4 2.0 Shoring Plans � The attached, engineered drawings are provided for your information. These drawings have also been forwazded to the adjacent building owners and the Colorado Department of Transportation for approval and their associated pernutting. � � 1 of 1 F�ITZ-CARLTON RESIDENCE TEMPORARY SHORING FOR SUPPORT OF EXCAVATION INDEX OF DRAWINGS 1 .0 COVER 8� INDEX 2.0 GENERAL NOTES 3.0 PLAN VIE:W 4.0 PROFILE 5.0 SECTIONS � I,O GENE�PJ,NOTES II PE SINYcE&N4F9 EP,NWH.NKf09A�N1MPbR�.ESIIMfMfON NO.HMIAi495C69.MDVEfM'IA¢C<i, CE5AW1wnl5utedeH IT SR.NLL:FY.]��ry/5M,Ad15. 9Ylf 11f�K I 9,Oba'`i6UAYfDM�YI.f flPWM R10¢(/P6JMf'O��PAYfANixEYlrFS¢wn�l sarcAUY�IEu 6 eM�KaRIKMImm sVm.rnEicc 9aMM.uKC4�M1Z INM A51M SFELftNE5.A5iMNh"60.Oa�V+�nAMhfilS 13•ALW.LSkDM1�'PLfSWUS�p&&9�E 1.9 LpsttA6MDLivM"nESLiNNSI&M1wd)i]M1NfrMD1YLL&fPLtPG�q�TG I F�iLHX9YttM1*.'4FCAttMEA5N1LftC.O.PCifO/SRtWAIEOI£�YiF( 5 BY11E1fM�0APklESLlOffK I6�r[Ff�N11EfiW.5i.19505�INLMMUW_/SM�FF-06Ylrt1fNRR �.v n�.��er�ce��e[owraszE�r�u.�r�ras.��o IB VHA491KL&9%5YND%N4DLR5%9YR9%VROVfRp4V&W, �s mm�auxarrtro�ix�ccx�.r.�ww+mrcrorw..eu-.i.w..v�r�ewv. 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REi�,¢ONOFYRNN.SA'NLINIhAFVLACEl4A5WJfE0FWRUtLP£frNAQFAfO 2WfiIU. 2. �MKN.RER551RAfk"RA'9IAfAMR11NLMLiBPIW'MDVN19�12'LF9E&DLi ZAN'`ALNN.. .. °wu�arcwnuss�u snr,EOMio•aaaxre �'9., � J'�,. m�oo� LRWE]5 A� LE6GMVPPiS M8J.525"If'AEN4 5'Na5'VPMR@I �rcrn.> recux 9:YELEO WAFERV564'0.l 1Y&FE`Ai H".B".y3'S�EE�ftRrt 5�9-W9.QV�9.OW`AL NM.f�A /SfMA-56 r Gf^'4.4.YYL.9�W2.9 M FRRIf LF MKRLPLES �IC(�SDIL IWVL HLlW V✓If�L umrowee o°g� o„o Op� oo> C � J �O � O � 38m°m�E ms r �Fm �iU��m N6a�� o a U w Z OW I- U 1 7 O � L ° � � � QO � O U _ � � W > � � � t%4•-1�,U• " RLE °1 KWB �-MGM °""'°zoo�ao-oos � ovor�o� SHEET-5 � 3.1 Temaorarv Electrical Plan Attached,please find our temporary electrical plan for the Ritz Carlton Residences—Vail. 3.2 Temnorarv Fuel Plan There will be no storage of large capacity fuel tanks on site. Any equipment fuelling will take place via fuelling services, provided by subcontractors. Only small,explosion-proof approved gas cans will be stored(5 gallon capacity), and will be stored according to OSHA requuements. Signs, cabinets and fire extinguishers will also be utilized per the guidelines referenced herein. 3.3 Temporarv Heating Plan Temporary heating will be utilized during the first winter season, and to a limited extent, within the second season. We will utilize natural gas for our temporary heating needs and will provide piping, shut-offs, etc. in accordance with standard safety requirements for natural gas temporary heating systems. Once the building's mechanical system is to a level of completion that allows for � its use,we remove the temporary heating system and begin using the permanent HVAC system for controlling temperature and humidity. � lofl • I'I � I�� +��H�' '� I', � .-. .�-. _ --'s_r;r�7 L�� -�'��q:•��• ' �� 7 � • � rrJ - - �;''`..`I�j J ^i _� �� n—, � •" - � � �� ,,,_ � ��P ��_ — � �� -� - r , � � ,��:-- ��: ; —. .: . ...: � ,.�q„'' � :�� ; iu,,iW�� m � �� . , , . , ._: < I �' . .� -1 �,��.�? ._. iTl►�� / ��I I_ _.1��I\ '�' _ ,.n.-.A�� '� / �� i r�7 -►\�,f ��I� � ��- �� '� -�_.,��y4 �"';�i ��': _ �,,�,z � � ._ - lili�y�17_�.. ■�'" ',115 v � f-...�.,-d. �� ry �-_--�;,:- �..j�!!�L-� � ,:,�.:= ..._� :.- �, � . i o _,��, !,�. . ��,► v `--!!� �� ,r«�,1� \. •i�lp,.= ��.,',�;;- .. ,�:.� _ _ - �� - - .� � .:,� ��I .:.- � �w, L TI Iir 7h{� � �� M T'�` '�L r,��` �- �j–��i�i ► �� ' ��I 11 �� / 1� I�1 , r ■,�4� ��'� ��. _ �Ii��'�,– _�� •- �:: _ � � � � ,� � , . . �il M4� � ��; i�� - ., ,.,.;. � _�� n i i� ;�, tiu�� 1 �_ ��-- � , n ;� �,,m -��=�_r:� i '` � ��s -- - �` � 11 �—..: — „ _� � - � 111 0 �,� � � .� —N-..� --� �— I � �1' n �--- � ,;.---_ —',r�=�•�' "`""��': :'� 1--,, r �----_—�' I i!! iri � �, �� .� 'i � �' �� _ � � i �� 9 � �� I � �1� 1 e i ' � ;5,�; �i�'�i � � L �; `� • - � �' � �� i_i� �; �� .�� -�� - - � L 1� I \ � 41 l��' '�_ r�� -, �` O .� u. i � .._� ��•�.��n�,. �?`'; , ,- �L� �, � , . �, �ri��.� .;L ♦ �� 'li�1��►�r' � � - '-�� '� -,__�� r �:�; � __J ��•r �.i G�A� �� ill�� r. -� �� : ��. �,�� .'�! , �` � I � ,� .��= 'i 1�1 --��f - � - � •°•� �- ,�,`.��; _ � �'� I�l .1 ��'��'�� - - -0,,. 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' { . i � ' y { i i E ' t . . . � . � i� + 4 ' i : a � � � n � � E � i � � � i i � ` � � ; � t ; ' P ' I� f � � � � � � : � ' � ' � E { 3 � ' s { � i � ; � , ; n n � n � � � � r , , : � : � ; , i i : ! . . � ; � . , ; ' -•-. - ....._-.. ...r_,_:_._� ..-,..._. ._:._.___.. _ `•--,,:�_�._..__..__-_!-_,..___�..! .. ,,.. .� _._... . 13 -Main Panel Distribution Centers -Temporary Electrical- PCL Connects Page 1 of 10 �,� ��.�.. �,�-� .. ,-- ..r -. � n -.� �,;� i Main Home People Projects Knowledge Base Other Locations Corpora�e Si�e Search Knowledge Base 13 - Main Panel Distribution Gu desss Centers - Temporary Electrical BEST � Estimating BEST Project � Management Main Panel Distribution Centers falls under two classi�cations: Coreform � Handbook . 200 amp and under are district small tools and have an UMP number. • Design-Build . Over 200 amp are equipment and have a 1-E number. • Equipment Estimating Main panels are available in 115/230 single phase, 120/208 three phase, 480 ' Procedures three phase or 600 three phase; sizes 100 amp, 200 amp, 400 amp and larger Hi-Flyer in multiples of 200 amp. � Handbook Industrial � Procedures A single phase main panel can not be easily changed to a three phase or vice Insurance versa. � Procedures • Operations pCL Main Panel Distribution Center can be adapted for: Parking Structures • Type of inetering � . Project • Breakers re uired Management Q • Purchasing • Rupturing capacity of main breakers • Voltage Recruiting & . Ground fault protection • Hiring Guidelines Safe T e of M ete ri n • Operating �� 9 Procedures Safety &Loss The type of inetering is determined by the EPSA and the space required in the � Prevention main panel varies greatly with the type of inetering. Incorrect information can Temporary result in a main panel being unsuitable for the type of inetering. (See Section � Electric Power 11) Training � Guide Winter Heat& Breakers � Protection The number and size of breakers has to be suited to the project and the equipment on the project. High Rupturing Capacity Some areas require high rupturing capacity protection on main switch or main breaker. This information must be obtained from the ESPA engineering or inspection department at the time of site meeting. The electrical inspection will not be approved unless the rupturing capacity of the main breaker meets the � ectrical re ulation. el 9 http://portal.pciconnects.com/crosContents/Knowledge+BaseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers -Temporary Electrical - PCL Connects Page 2 of 10 Voltage � The Main Panei Distribution Center can be ada ted to suit the volta e on the P 9 site by changing the Crouse Hinds receptacles and name plate. • 480 volt - 3 wire 4 pole AR 1048 • 120/208 volt - 4 wire 4 pole AR 1047 � 600 volt - 3 wire 4 pole AR 1048 Crouse Hinds fittings are only used up to 100 amp branch circuits over 100 amp circuits are normally direct wired due to high cost of Crouse Hinds Fittings except in case of continuous rerouting of distribution power cable. rv' n n uctor conduit of the consumers service see The e ice entra ce co d s ( illustrations of Main Panel Distribution Centers below) should be 10' in length, in order to maximize its reuse. Main Panel Distribution Center Compartments Main Breaker Section Main breaker section contains the main circuit breaker and/or high rupturing capacity fuses and the connection area of the consumer service conduit. Meter Section � , r" T EI ctrical Power Su I Autho i s meter. he A compartment to hold the e pp y ty Electrical Power Supply Authority have to advise the dimensions that are required. CT Section Compartment for current transformer (CT) and potential transformer (PT). These are normally supplied by the Electrical Power Supply Authority and they must advise the dimensions. When power is supplied by the owner, PCL may be required to supply CT, PT and meters. Branch Circuit Distribution Section Contains all the circuit breakers required for the project, as listed on Form EP2. Receptacles and Cable Connection Section A compartment where the distribution power cable is connected to the Crouse Hinds receptacles. Direct wired (over 100 amp) is routed through this section and into the branch circuit distribution section. To prevent disconnection, this section is locked. � Ground Fault Protection http://portal.pciconnects.com/crosContents/Knowledge+B aseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers-Temporary Electrical - PCL Connects Page 3 of 10 In the USA, Ground Fault Interruption Systems are required on electrical circuits. We can comply with these regulations in two ways: � • Ground Fa I In rr i n m u t te upt o Syste s can be installed on the C Panel, B Junction Box, receptacles of the equipment; however, contact local authority. See Note i and 2. • Assured Grounding Program. Select the most economical method. In Canada, Ground Fault Interruption System may be required for submersible (pump) equipment. (Contact PCL Resources for information). Note: 1. The location of installation should be chosen so that nuisance tripping is prevented. 2. The Assured Grounding Program is the most economical and recommended unless Main Panel Distribution Center is 2000 amp and over and provided the program is then approved by the inspection authority. Ground Fault Protection - Canadian Electical Code The following is the i982 Canadian E/ectrica/Code Part I issued by CSA Page 71 Paragraph 10 - 106. 10 - 106 Alternating - Current Systems 1. Except as otherwise provided for in this Code, alternating current systems shall be grounded if: a. By so doing, their maximum voltage-to-ground does not exceed 150 V; or b. The systems incorporate a neutral conductor. 2. Wiring systems supplied by an ungrounded supply shall be equipped with a suitable ground detection device to indicate the presence of a ground fault. Company Procedure This ground is not available or installed on step-up transformers by the factory or at our yard. In the event a detector is required, a Square D ground detector will be installed on the transformer. � http://portal.pciconnects.com/crosContents/Knowledge+BaseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers - Temporary Electrical -PCL Connects Page 4 of 10 iiR�DUNa �ET�� I � � � .�, The Series A Ground Detector consists of three incandescent lamps and three transformer modules connected to the lines of a three- phase system and mounted in a compact case. Each lamp is enclosed in a clear plastic lens. When no line is grounded ali lamps glow with equal iilumination. If a ground occurs, the lamp connected to � the grounded line stops glowing and the other lamps become brighter. Assured Equipment Grounding Conductor Program Written description of an assured equipment grounding conductor program. (Suitabie to comply with the requirements of 29CFR Part 1910.309 (c) and Part 1926.400 (h)). 1. SCOPE - This procedure describes the requirements to assure the installation and maintenance of equipment grounding conductors for temporary wiring on construction sites in accordance with paragraph (c) (3) of Part 1910.309 of Occupational Safety and Health Standards and Paragraph (h) (3) of Part 1926.400 of Safety and Health Regulations for Construction. 2. POLICY - Ground-fault circuit interrupters (GFN'S) are not required for 120-volt, single-phase, 15- and 20- ampere receptacle outlets where all of the requirements of this procedure are implemented at the construction site. Employees shall not use any equipment, which has not met the requirements of this procedure. 3. JOBSITE INFORMATION a. Name or description of construction site � b. Employer complying with this procedure is http://portal.pciconnects.com/crosContents/Knowledge+BaseBusiness_Guides/Temp_Ele... 1/31/2007 13 - Main Panel Distribution Centers -Temporary Electrical - PCL Connects Page 5 of 10 � c. Person designated to implement the procedure is 4. REQUIREMENTS - Equipment grounding conductors shall be instalied and maintained in accordance with this procedure. 4.1 INSTALLATION - Equipment grounding conductors shall be installed as follows: a. All 120-volt, single phase, 15- and 20- ampere receptacles shall be of the grounding type and their contacts shail be grounded by connection to the equipment grounding conductor of the circuit supplying the receptacles in accordance with the applicable requirements of the National Electrical Code. b. All 120-volt cord sets (extension cords) shall have an equipment grounding conductor which shall be connected to the grounding contacts of the connector(s) on each end of the cord. c. The exposed non current-carrying metal parts of 120-volt cord and plug connected toois and equipment that are likely to become energized shall be grounded in accordance with the applicable requirements of the National Electrical Code. 4.2 VISUAL INSPECTION - Employees shall be instructed to visually inspect receptacles, flexible cord sets (extension cords), except those that are fixed and not exposed to damage, and equipment connected by cord and plug before each day's use for externat defects such as deformed or missing pins or insulation damage and for indication of possible internal � damage. Where there is evidence of damage, the damaged item shall be taken out of service and tagged until tested and any required repairs have been made. 4.3 All 120-volt, single-phase, 15- and 20- ampere receptacles which are not a part of the permanent wiring of the building or structure, 120-volt flexible cord sets, and 120-volt cord and plug connected equipment required to be grounded shall be tested as follows: a. All equipment-grounding conductors shall be tested for continuity and shall be electrically continuous. b. Each receptacle and attachment cap of piug sha(I be tested r"or correct attachment of the equipment-grounding conductor. The equipment- grounding conductor shall be connected to its proper terminal. 4.4 TESI"ING SCHEDULE - All required tests shall be performed: a. before �rst use; b. before equipment is returned to service following and repairs; c. before equipment is used after any incident which can be reasonably suspected to have caused damage (for example, when a cord set is run over); and, d. at intervals not to exceed three months, except that cord sets and receptacles which are fixed and not exposed to damage shall be tested at intervals not exceeding six months. � 4.5 TEST RECORDS - Test verification shall be by means of numeric or color coded marking tape on the receptacle, cord set or equipment to identify http://portal.pciconnects.com/crosContents/Knowledge+B aseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers - Temporary Electrical - PCL Connects Page 6 of 10 that it has passed the test and to indicate the date (month or quarter) in � accordance with Section 5.0 Coding Scheme. (If some system other than this color or numeric code is used, such as tags or logs, it should be specified here in lieu of the previous sentence.) The following chart illustrates the color coding scheme for assured equipment grounding conductor test record. Color Coding Scheme Numeric Coding Scheme Month or Quarter Quarterly Monthly Monthly January White White 1 February White &Yeliow 2 March White & Blue 3 April Green Green 4 May Green &Yellow 5 June Green & Blue 6 July Red Red 7 August Red &Yellow 8 September Red & Blue 9 October Orange Orange 10 November Orange &Yellow 11 December Orange & Blue 12 � Repair or Incident Brown Brown 0 The following is a sample memo to subcontractors regarding equipment inspection. Attention: Gentlemen: RE: EQUIPMENT GROUNDING CONDUCTOR PROGRAM This letter is to inform you that PCL has put into effect The Assured Equipment Grounding Program, as recommended by OSHA. This program requires the mandatory checking of all electrical tools and cords on a three month maximum basis. All tools must be checked and coded before used on the (Name of Project). This service will be available between 8:00 A.M. and 4:00 P.M., Monday through Friday, in the jobsite office. will be the person in charge af the program. After coding is completed, it is up to each trade to have a daily visual check of all tools and cords. If during this check a tool or cord is found to be defective it must be removed immediately from the job. Brown is the code for defective ground. All other color codes are for the month designation as recommended by OSHA. Please inform your men of this ruling from OSHA and begin implementation of this program � immediately. If you have any questions on this system, please feel free to contact http://portal.pciconnects.com/crosContents/Knowledge+BaseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers -Temporary Electrical - PCL Connects Page 7 of 10 at the above address or phone number. Yours very truly, Purchasing Agent Iliustrations of Main Panels �� E.P.S�.A F9YDRC} P�3l.E � C4��LlCT4�S ENTRA�fCE Ci�E��1Utt S�t�a t �A�� iF ��NSCtF�tf#�S SEFt�+lC� �Rq � E�BO�W. . ,: MAlht PAh1�t 14�ain Pan�el Dist�ibut��n Center 1nst�Efatian � C�rerhead Servic� http://portal.pciconnects.com/crosContents/Knowledge+BaseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers - Temporary Electrical -PCL Connects Page 8 of 10 � :o E 1��0�+VV cara��o�t �t�►+w �a��t E NTRAF�CE �t1WE7iilT d� C(k�EStJ�1�ft5 SERt�lCE (��n P�n�f Distributian C�rt�r t�ndergrau�d Servic� � -� ! � • � t � � � . a k ! t71��JR 'A D�JEt �@ [}0�� '�' �. i�'�F:1:.1 Es�.,�lfEic, i?�:P.t`EFi. CtTRR%t�l' TR3i..45h'41ti+�.`a�S p. �IR^+�.G'IT �?I52'i+Y3[i'TIG�. C. FtEC�?'�ACL�S, G��I.� CQNt�ECTCH� � IYlairt�'ane!Distribution Center Extenr�r D�t�il http://portal.pciconnects.com/crosContents/Knowledge+B aseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers - Temporary Electrical - PCL Connects Page 9 of 10 � � N{f►it� i�it °MAAi �AhEL "C�LE 6RE,41KEit �ipM�SECxfC1k jCOWbiE�G'DOR E�?�....t.�_ t5EGTIbN �� _ � � �:� !e — -- — — --- � f I� E� � !! �r � �� l , L A.N � �.��BI -� ��w E�Rs ---- __ SaElAKEf� TEit� tfl2Ct�IS REC€P�t�t.� 1�`CN�,r�n�a ��. Dests��9u��ar� � awD r��p� ELE�'ATlt�t� r, E� �� '� �ctr�n, i co��tta� �t t � s�c�� —�:�f t � t t.s��r�aro ' 1 f � I � � I i � � t" LFt�kiNf� 5UPP9RT FF�1� ELEVATttk�i I�laln Par�ef DtstrfbuHo�Genter _ a',''�y `p '�,. t��"-�¢42 i��I ��I�. €_�;,. ..y f,'"` i �� '��`�'�"'*'�:< =�_ �� .. � �,�-` � q n�� . €3` �i��i,i. �;�i'�'if � http://portal.pciconnects.com/crosContents/Knowledge+BaseBusiness_Guides/Temp_Ele... 1/31/2007 13 -Main Panel Distribution Centers - Temporary Electrical - PCL Connects Page 10 of 10 , � . .. ..,� � , �.� .��.- . r, �� _� ��- - �i��,�� ti, �� - � ` �. � � �_ a .a` ,. � � r � � � k ,. � . � �,.� ��=- � _ . ,_ , � � � ., � - �`_ ,.�� ,� ...�. � _�: ,� ,� Send questions or comments to: Ken Dunlop Target Audience: Company-wide Publication Date: 11/04/2002 Publisher: Printer Friendly Version � � http://portal.pciconnects.com/crosContents/Knowledge+B aseBusiness_Guides/Temp_Ele... 1/31/2007 � � � • � � USE — Acts as a secondary panel to maintain voltage FEATURES — Runs a higher on-site voltage (600 or 480 volts) — Transformer reduces the voltage from 600/480 to 120/208 — Capable of handling numerous runs of B Boxes and C Panels — Quick connect/disconnect system BENEFITS — Reduces voltage drop — Uses lower gauge, less expensive electrical cable — Quick connect/disconnect fittings are easy to use, � and reduce costs associated with on-site electrical labor y_eT .....-z:._.__ . Ti �i '°- _..-..-. _.�::,. _'_.... . ,'�"��-",,,,�,. ++�.�...� ��e � r°'��,",,p � .r �;¢� ��: `�� a "�'c'�f:� , #. i.' ;.t' ,�. �!�,��,a � a � � { � _ �,.t.`�. ' .A' �.„ �..�.'ir:9d.�� —'- T__ � �� -..�:�•.�:-zc's`�s�='s+eF--°€.a;.yA7�..� Y- :_::�..�i.�':i € � �� . . � � • . � USE - Provides 110-volt power for temporary lighting FEATURES - Plugs directly into B Boxes or C Panels - Circuits are direct wired - Timer controlled - Over-ride switch - Quick connect/disconnect system = � �." �� _ - Weather-proof enclosures =�` �`�,� -��---� ` �,�..�:. ��- �7, �^2 �- "R r t �:,5't�,y�%E ,y`r `.x'X�r� :��'��,�A ' BENEFITS - _ r:. - Pre-wiring reduces on-site electrical labor _ _ � - Direct wirin revents accidental - ' - 9P � _ unplugging _ - Controlled lighting promotes security ' - and results in energy savings, - � = particularly aRer hours i � - Adds enhanced safety in low-light areas - - < �, - Quick connect/disconnect fittings are easy to use, and reduce costs associated = - C -a.. ...y � with on-site electrical labor -- -�- � . � -_ -`-� �� 3 �� '.,�F..as� - '''`x�`r�:� I. 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UI .:: � x ` ;' :.., ,,' x N • -� '3 Cn =s OD GU bD Oo CS tn.�JS W, - C1 :: :t:,; ;,, . . , � '; : � x :; _; � x � G. -+ � CTt --• bo OD 0o OD O tA t,u W C ,. = -,: � ° '. � x ; ... � - :.. x -� � Cn -•►'OO Otf Oo 'CO O Cn W W. , . _ , . .. ...;,. .�:�.::.:. r- ...;,. . .j:.: y y . .. . � /� � - ..�r rn1', •:' /� +�� 11 s� � � � � �� W �1 � � '--► Nx � ObdS (� ODG (AGJX X e.r� v v T ' � x ' 'i �1 x ��.'_ /� /� -�. �:..• � -a GO OD b� Ob b W , - `- � X „ .�� a X X X X +-+ "� W -�+OD 'Cl� OD Co G5 , ; i�< . ,p X "' � X X X X � � '=� W �► 00 Ob b0 OD O. � � ;.. � X �' ' .,a X X X X � s --• W � ODOo0o000 W X �, ' X X X X X =..r � W .s CO W OD OD � ;y � X X '� � ,� X X X X X X � Contents t ntroduction � This publication contains information on Phillips' Flexible Cords and Power Suppfy Cables, Construction Details................................I.F.C. manufactured, tested and ce�tified in accordance ` Explanation of CSA Type Designations ..... 1 With the requirements of the Canadian Standards Outdoor Flexible Cords and Cables Association. SJOW, SJTW, SOW, STVN, SGOW, These flexible cords and cables are intended for SWOW, SWTW.................. . . .. . .,,2 conveying power to a wide variety of portable . ' ' ' ' """"'""" electrical apparatus from vacuum cleaners to large Indoor Flexible Cords and Cables machines and equipment at a maximum working ' SVT, SJ, SJO, SJO(EP). SJT.....................3 Indoor Flexible Cords and Cables potential of 600V and at a maximum conductor S, SO, SO(EP), ST.............. ,,,,,,4 temperature of 90°C in indoor or outdoor loca- ' .................. Indoor Flexible Cords and Cables tions in accordance with the rules of the Canadian SG, SGO, SW, SWO...................................5 Electrical Code, Part 1. Table 1 Colour Code for Conductors........6 q p p rov a I s Tables 2-5 Dimensions and Weight per 1000 Ft. ........................................................7 Phillips' Flexible Cords are approved by CSA Table 6 Allowable Ampacities......................7 based on the requirements of CSA Standard C22.2 Table 7 115V Single Phase No. 49 Flexible Cords and Cables and Fixture Voltage Drop...............................................8 Wires. Table 8 Standard Package Lengths............9 Phillips' Power Supply Cables are approved by Sales Offices Addresses...................:...O.B.C. CSA based on the requirements of CSA Standard C22.2 No. 96 Power Supply Cable For Use with Portable Apparatus. Construction Details � Conductors: are made of annealed copper or Jacket: the following jacket materials are used to annealed coated copper complying with the ensure the longest possible life in the environment requirements of ASTM 63, Soft or Annealed for which the cords and cables are to be used. Copper Wire;ASTM 633,Tinned Soft or Annealed Copper Wire for Electrical Purposes; o� ASTM Rubber: A vulcani2ed thermosetting com- 6189, Lead-Coated and Lead-Alloy-Coated Soft pound composed of styrene-buta- Copper Wire for Electrical Purposes. diene rubber (SBR). Sizes 18 to 10 use a Class K Bunch Stranding Neoprene: A vulcanized oil- and acid- resist- while sizes 8 to 2 use a Class G Stranding. ant poly-chloroprene (CR) com- A separator between the conductor and its in- pound. sufation provides maxi�um f{exibility and ensures free stripping of the insulation from the conductor. *Hypalon A vulcanized oil- and acid- resist- Insulation: the following insulation materials are ant chloro-sulfonated polyethyl- used depending on the end use conditions to ene (CSPE) compound. which the different types will be subjected. pVC: A thermoplastic compound com• Rubber: A vulcanized thermosetting com- posed of polyvinyl chloride. pound composed of styrene-buta- diene rubber (SBR). The standard jacket colour is black. Other jacket EPR: A vulcanized heat and moisture re- colours are avaifable upon request. sistant thermosetting compound composed of ethylene propylene 'Registered Trade Mark of DUPONT for chloro• rubber. sulfonated polyethy/ene. PVC: A thermoplastic compound com- Note: Please note that all of the insulation and posed of polyvinyl chloride. jacket materials in Phillips'Outdoor Flexible Cords Fillers: High quality fillers are used in the inter- and Cables are speciatly formulated and tested in � stices in order to produce a consistently round order to ensure that they will perform well in the and pliable cord,and to provide added mechanical extremes of the Canadian cfimate. strength. Ex lanation of CSA Type Designations for p , FOex�ble Cords and Cabies First Letter: <<S„ denotes that the cord or cable is tough and lithe as a Serpent. For this reason Phillips chose the trade- name "Python" in 1958 to describe the easy flexi- bility of these cords and cables. Second Letter: «G„ denotes that a power supply cabfe has bare Ground I in number to and are condu ctors . The are e ua , Y q 'ntersticesof the cabled insulat- ted intheouteri loca . ed conductors: denotes a Junior (300 Volt) cord denotes a cord that may be used in an Oily,acidic or alkaline environment. <<.r„ denotes that a cord is constructed with Thermo• plastic insulation and jacket materials. denotes a cord of the not hard usage variety in- tended to be used with small appliances such as Vacuum cleaners. � denotes that a power supply cable is constructed W i t h o u t a b a r e g r o u n d wir e. (The ground wire, if included, is insulated). Third Letter: <<O„ denotes a cord or cable that may be used in an Oily. acidic or alkaline environment. ,�T�, denotes that a cord or cable is constructed with Therm�plastic insulation and jacket material. denotes that a cord may be used in a Wet(outdoor; location. Fourth Letter: <<W» denotes that a cord or cabte may be used in a Wet (outdoor) location. Designations in Parentheses: << EP ,� indicates that the insulation is composed of ethy � � lene p�opylene rubber. "�so)" indicates the maximum conductor temperature in ��75�� degrees Celsius at which the cord or cable may be � "�90�" operated. Outdoor Flexible Cords and Cables � _.--�-_� _ ___ : .-� _ - - - ;,�;;;� _,�i; � .�. . . w.� . _ _ _.•. . �.- . � � _ . . . _... . ; _,. :« � - � � �... "`� � � � ' ` � ` • s _ � � � * � �:'� =_,� Junior Hard tlsage Extra Hard Usage Extra Hard Usage Flexible Co�ds Flexible Cords Power Supply Cables Type SJOW SJOW SJTW SOW SOW STW SGOW SWOW SWTW (75) (90) (75) (90) Volts 300 Volts - - 600 Volts - - - - 600 Voits � No. of Condrs. 2 or More - - - - 2 or More - - - 2 to 4 SizeRange 18 - 2 18 - 10 - - - - - - 8 - 2 (AWG) Material: Insulation Rubber EPR PVC Rubber EPR PVC EPR EPR PVC Jacket Neoprene or PVC Neoprene or PVC Hypalon Hypalon PVC Hypalon Hypalon Temperature Ratings (°C) Max Wet 75 �0 ot3 75 y0 b0 90 90 60 Max. Damp or Dry 90 90 60 90 90 60 90 90 60 Max. Oil 60 60 60 60 60 60 60 60 60 Minimum -34 -34 -34 -34 -34 -34 -40 -40 -34 CSA Std. C22.2 No. 49A 49A 496 49A 49A 49B 96 96 96 Bulletin Bulletin Bulletin Builetin 736 868 868 754A A8� 6 O.D. & Weight Table -- - - 4 -- - - 2 ---- - -- - 3 Typical Outdoor Co�d Outdoor Cord for use Outdoor Power Supply Applications or Cord set with Heavy Tools and Cable for use with � Equipment. Large Machines and Equipment. � ' le Indo�or Flexible Cords and Cab s . .. . �.--�� .. . Not Hard Usage Flexible Cords Junior Hard Usage Flexible Cords Type SVT SJ SJO SJO (EP) SJT Volts 300Volts -------------- 300Volts � No. of Condrs. 2 or 3 2-4 Size Range (AWG) 18 18•14 18-2 18-14 18-14 Material: Insulation PVC Rubber Rubber EPR PVC Jacket PVC Rubber Neoprene or Neoprene or PVC Hypalon Hypalon Temp. Ratings (°C) Max. Damp or Dry 60 00 00 9t� od Max. Oil 60 60 60 60 CSA Std.C22.2 No. 496 49A 49A 49A 49B O.D. & Weight Table 5 4 4 4 4 Typical Vacuum Small motors, Portable appliances, small Electric Apptications cleaners, toots and motors & tools where mixers, Office equip- appliances exposed to oils, acid, etc. polishers 8� ment and other small portable light duty tools where appliances exposed to when exposed oils, greases, to oils and etc. � q reases. � ' tndoor Flex�ble Cords and Cables � , � :i � � G..� �'" „�l! � � t � � ! ^. � � �� -�'�.",lf: � .. .. . . , . , :: ..� .. . . :. ... �, .. ... . - � � . ��"l�.. Extra Hard Usage Flexible Cords � jype S SO SO.(EP) ST Volts 600 600 600 600 No. of Condrs. 2 or more 2 or more 2 or more 2 or more Size Range (AWG) 18-10 18-10 18-10 18-10 Material: Insulation Rubber Rubber EPR PVC Jacket Rubber Neoprene or Neoprene or PVC Hypaion Hypalon Temp. Ratings(°C) Max. Damp or Dry 60 60 90 60 Max. Oil - 60 60 60 CSA Std. C22.2 No. 49A 49A 49A 496 0.0. & Weight Table 2 2 2 2 Typical Portable lights, Portable lights, heavy tools and Portable lights, Applications heavy tools and equipment where exposed to heavy tools and equipment. acids, oils, etc. equipment where exposed to oils, greases, = etc. � � ■ Indoor Flex�ble Cords and Cables � � � -�- - _ � � � � �, ,,� � - . � � +� : ��:: -� Gg�;. Extra Hard Usage Power Supply Cables � SG SG SGO SGO SW SW SWO SWO (60) (75) (60) (75) (60) (75) (60) (75) - - 600 - - -- 600 - - -- 600 - - - - 600 No. of Condrs. - 2-4 - - - - 2-4 ' ' 2-4 " ' 2-4 Size Range (AWG) - - 8-2 - - - - 8-2 -- - - 8-2 - - ' ' 8'2 Material: Insulation - Rubber- - Rubber - - Rubber - - Rubber- Jacket - Rubber- Neoprene or - Rubber- iveoprene �� Hypalon Hypalon Temp. Ratings (°C) Max. Damp or Dry 60 75 60 75 60 75 60 75 - - 60 - - 60 60 Ma x. Oil 60 CSA Std.C22.2 No. 96 96 96 96 96 96 96 96 O.D.&WeightTabie 3 3 3 3 3 3 3 3 Typical Power supply Power supply Power supply Power supply Applications cable for large cabte for large cable fo� large cabte for large portable motors portable motors machines and machines and and appliances. and appliances equipment. equipment where when exposed to exposed to oils, � oils, acids, etc. acids, etc. � Table 1 Colour Code for Conductors Types: S, SJ, SJO, SJOW, SJT, SJTW, SO, SOW, ST, STW, SVT, SW, SWO, SWOW, SWTW NUMBER OF COLOUR CONDUCTORS COMBINATION APPLICATION �'"� 2 Black, White For use where grounding is not required on a r � 2-wire circwt havmg an ident�fied g ounded con- 4, ��° ductor. � �-� 3 Black, White, Green For use where grounding is required on a 2-wire � � (Standard) circuit having an identified grounded conductor. `ati� � 3 Black, Red, Green For use where grounding is required on a 2-wire `� circuit having no identified grounded conductor. �� ' �- ,�, 4 Black, White, Red, For use where grounding is required on a 3-wire y � Green circuit having an identified grounded conductor. �� (Standard) � �� , �- ;r� 4 Black, Blue, Red, For use where grounding is required on a 3-wire, Green 3-phase circuit having no i denti fi e d groun d e d conductor. NOTE: For Types S,SJOW,SJTW,S0,SOW,ST,STW,cables with more than 4 conducfors, consult you�nearest Phillips Cables Sales Office for the appropriafe conductor coding. �� O t�! t5 TYPE C� Types: SG, SGO, SGOW NUMBER OF COLOUR CONDUCTORS COMBINATION APPLICATION �:�--�,. +'� '` 2 Black, White For use where grounding is required on a 2-wire �j� k, , circuit having an identified grounded conductor. .�"��``t � 2 Black, Red For use where grounding is required on a 2-wire F ., circuit having no identified grounded conductor. � � � � ��- J 3. Black, Blue, Red For use where grounding is required on a 3-wire �,,�.. ; ,; 3-phase circuit having no identified grounded —� conductor. r�� ~��'� ,ft' �3 4 Black, White, Blue, For use where grounding is required on a 4-wire }�� ` Red 3-phase' circuit having an identified grounded `; � � �� conductor. _s ;� TYPE G� TYC�E � � NOTE: These types of cable contain a bare grounding conductor evenly disiribufed amona the oufer interstices. Tables 2-5 Dimensions and Weight Per 1 ,000 Ft. � No. of Condrs. 2 3 4 Nom. Nom. Nom. Nom. Nom. Nom. Nom. Nom. Nom. Nom. Nom. Nom. Ins. Jkt. O.D. Lbs/ Ins. Jkt. O.D. Lbs/ Ins. Jkt. O.D. Lbs/ SIZE Thick. Thick. (In.) 1000 Thick. �Thick. (In.) 1000 �Thick. Thick. (in.) 1000 (AWG) (In.) (In.) Ft (fn.) (ln.) Ft. (In.) (In.) Ft. Table 2 Types: S*, SO*, SOW*, ST*, STW* 18 0.030 0.060 0.39 82 0.030 0.060 0.41 91 0.030 0.060 0.44 115 16 0.030 0.060 0.40 92 0.030 0.060 0.43 115 0.030 0.060 0.49 150 14 0.045 0.080 0.53 160 0.045 0.080 0.56 190 0.045 0.080 0.61 215 12 0.045 0.095 0.60 210 0.045 O.Q95 0.64 255 0.045 0.095 0.68 285 10 0.045 0.095 0.65 220 0.045 0.095 0.69 280 0.045 0.095 O.T5 345 Table 3 Types: SG, SGO, SGOW, SW, SWO, SWOW, SWTW 8 0.060 0.110 0.83 380 0.060 0.125 0.90 495 0.060 0.140 1.01 630 6 0.060 0.125 0.94 520 0.060 0.140 1.03 680 0.060 0.140 1.11 830 4 0.060 0.140 1.08 720 0.060 0.155 1.17 950 0.060 0.155 1.28 1150 2 0.060 0.155 1.26 1000 0.060 0.155 1.33 1300 0.060 0.170 1.48 1700 Table 4 Types: SJ, SJO, SJOW*, SJT, SJTW* 18 0.030 0.030 0.30 51 0.030 0.030 0.33 fi4 0.030 0.030 0.36 80 16 0.030 0.030 0.33 63 0.030 0.030 0.36 79 0.030 0.030 0.39 100 14 0.030 0.030 0.36 80 0.030 0.030 0.38 97 0.030 0.030 0.42 125 � Table 5 Type SVT 1 S I 0.015 0.030 0.25 _35 I 0.015 0.030 0.26 45 ° 'for Types S, SJOW, SJTW, SO, SOW, ST, STW,cables with more than 4 con- ductors,consult your nearest Phillips Cables Sales Office for the dimensions and weights per 1,000 feet. Table 6 Ailowable Ampacities of Flexible Cords and �ables Per CEC, Part 1 : Table 12 - Size Number of Current Carrying Conductors NOTE: AWG 2 3 Aconductorusedforequipmentgroundinganda neutral conductor which carries only the 18 10 7 unbalanced current from other conductors,as in 16 13 10 the case of normally balanced circuits of three or 14 18 15 more conduciors, are noi considered to be 12 25 20 current-carrying conductors. 10 30 25 For the a/lowab/e ampacities of cords and cables 8 40 35 with more than ihree current-carrying 6 55 45 conductors see Rule 4-012 of CEC, Part 1. 4 70 60 � 2 95 80 hillips ables � Table 7 115V Single Phase i/oltage Drop Table Based on Conductor Temp. of 60°C (Neglecting Inductance) 5% Voltage Drop CURRENT MAXIMUM RUN LENGTH (FEET) (AMPS) SIZE(AWG): 18 16 14 12 10 8 6 4 2 1 381 606 964 - - - - 2 190 303 482 - - - _ 3 127 202 321 511 - - _ 4 95 151 241 383 609 - - 5 76 121 192 306 487 6 63 101 160 255 406 - � 54 86 137 219 348 553 8 47 75 120 191 304 484 9 42 67 107 170 270 430 10 38 60 96 153 243 387 11 - 55 87 139 221 352 - 12 - 50 80 127 203 323 513 13 - 46 74 117 187 298 474 14 - - 68 109 174 276 440 � 16 � = 60 95 152 242 385 18 53 85 135 215 342 544 20 - - - 76 121 193 308 489 25 - - - 61 97 155 246 391 - 30 - - - - 81 129 205 326 519 35 - - - - - 110 176 279 445 40 - - - - 96 154 244 389 45 - - - - - 136 217 346 � - - - - - 123 195 311 55 - - - - - 112 178 283 6Q - - - - - - 163 259 65 - . - - - 150 239 70 - - - - - 139 222 75 - - - - - - 207 80 - - - - - - 194 85 - - - - - - 183 90 - - - 173 95 -- - - 16q NOTES: 1. For 230V, Singie Phase, double the run length values. 2. These tables are based on conductor resistance at 60°C. For conductor tem- peratures above 60°C multiply the distances in feet by a factor as follows to retain the percent drop in voitage. Co�ductor Temperature Distance Correction Factor � 75°C 0.94 � 90°C 0.90 � � � o x x x x x x x x x x x x x x x x x � x x x x � a� � m � Q � `'o Q� � X X X � � X � � X � � X X � � � i X X X X � �� 0 ' O C � N � � X � � � X X � X X i X X � X X X X X � � N � � tA� � 0� x � � � � X /!! (,�N \H � � � �� O N N N d� O N� O N � O NO 000 N N N N T r T T r r r r r T T N�? � � , � � � � � � � i � � , � i � , , � � L NQ OO ��D C�� OD� � �CO� CD�CO �C�� CDCOW CD � � �� r r r r r r T T T r T T - � � M � � /\ 7 d �+ o a w d o � � � � 3 3 W c�c°sc°s� o 00 � , 00�� >333�� f/)tA N M tA N t'A N fA N N f01 f/�N V�M(/f fA cA � � � � � � � � �� I �; ��, i;� ';i �,� '�; i; ;� r STORMWATER MANAGEMENT PLAN ' ' i� �F BEST MANAGEMENT PRACTICES ''! FOR I'� i i �, RITZ CARLTON RESIDENCES �;;; AT VAIL '� i�!� EAGLE COUNTY COL I' , ORADO ' � November 2006 I:!. ��. i� FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVTTY � I AUTHORIZATION TO DISCHARGE UNDER'TF� COLORADO DISCHARGE PERMIT SYSTEM � € , � � , 5 � . 6 , . - - � — � � � �I i!� . � STORMWATER MANAGEMENT PLAN BEST MANAGEMENT PRACTICES �I � � FOR RITZ CARLTON RESIDENCES �� AT VAIL , , '�1 � I EAGLE COUNTY, COLORADO 'j November 2006 'i ', FOR STORMWATER DISCHARGES ASSOCIATED ',j � WITH CONSTRUCTION ACTIVTTY � AUTHORIZATION TO DISCHARGE UNDER THE � COLORADO DISCHARGE PERNIIT SYSTEM 'I i I! ,i � li Pre ared for: Vail Resorts Development Company � I P P.O. Box 959 Avon, Co 81620 970-845-2369 'li �, Prepared by: Alpine Engineering, Inc. 'i P.O. Box 97 , � Edwards, Co 81632 �I� 970-926-3373 �I �i � I� i�, li �i !� , �, r: � TABLE OF CONTENTS 1. Vicinity Map........................................................................................................................1 2. Site Description....................................................................................................................2 , (a) Construction Activity.............................................................................................. 2 (b) Sequence of Construction....................................................................................... 2 (c) Site Areas................................................................................................................ 2 (d) Runoff Coefficients/Soils........................................................................................ 2 (e) Existing Vegetation................................................................................................. 3 �fl Potential Pollution Sources..................................................................................... 3 (g) Non-stormwater Components of the Discharge...................................................... 3 ; (h) Receiving Waters.................................................................................................... 3 3. BMPs for Stormwater Pollution Prevention........................................................................3 !� r (a) Erosion and Sediment Controls .............................................................................. 3 ! l. Structural Pra.ctices ..................................................................................................3 2. Non-Structural Practices..........................................................................................4 , 3. Materials Handli.ng and Spill Prevention.............................. " ...................................4 � � 4. Final Stabilization and Long-term Stormwater Management............................................. 5 i il ,� 5. Other Controls...................... .............................. 5 �, ;; . 6. Inspection and Maintenance................................................................................................ 5 �;; 7. Reporting. ........................................................................................................................... 6 � ;I � . 8. Retention of Records.............................. ........................ 6 " ..................................................... ;� 1 9. Sediment Control Details ',f (a) Stabilized Construction Entrance ;; (b) Silt Fence (c) Riprap Culvert Outlet Protection (d) Straw Bale Dike (e) Erosion Control Mat (�� Siltsack ii; (g) Wattles i':' (h) Sediment Logs " I; � r 10. Site Map: ;: "SWMP Site Map" � �'' ;;: � � � ;. ''6 - _=- - �----�__�-�--- - - _ . .-. --- . �. �,._.., .iM:.�.�m^cu ...__ —__ i: �' � � I � 2. SITE DE5CRIPTION The proposed development is located just east of the Eagle River Water and Sanitation District's Vail Waste Water Treatment Plant on Forest Road in Vail, and north of the recently constructed Gore Creek Place project. The development is located in the Northwest 1/a of Section 7 in Township , : 5 South,Range 80 West of the 6�'Principal Meridian,Eagle County, Colorado. Elevations on the developed portion of the site vary from approximately 8114 feet above mean sea level to 8132 feet. � i (a) CONSTRUCT'ION ACTIVITY The project consists of the construction of one large building with hotel and condominium units, and I- two levels of underground parking.Proposed soil disturbing construction activities may include: 1) grading; 2) excavation for installation of utility services, stormwater management facilities and � storm sewer;3)Construction of hoteUcondominium building and associated paving and hardscape; 4)Construction of an underground parking garage ,. (b) SEQUENCE OF CONSTRUCTION �` � ; 1. Construct stabilized construcdon entrances as they are put into use. �F_ k` �i � 2. Construct perimeter sediment controls (i.e. silt fence, silt sacks and sediment logs '`� around exiting drainage inlets). �` i; 3. Construct temporary sediment trap to use for dewatering and providing treatment for '�<< i :- concentrated sediment laden runoff. �;� 4. Begin parking garage,building and site construction. ��' ;: Ip 5. Provide silt fence or straw bales below disturbed area that is not draining to a �` sediment control device. � 6. Stabilize disturbed areas. �'I !� � 7. Remove sediment controls. � I 1. (c) SITE AREAS if �. � ;; Total Site Area= 2.7 acres ;: Total Disturbed Area= 2.7 acres �i: • 5 (d) RUNOFF COEFFICIENTS/SOILS '' , � Before Construction RCN= 85 ''` ,� After Construction RCN= 98 �� i November 2006 Ritz Carlton Residences at Vail 2 ! i, ! � � � The soils at the site consist of brown, moist,medium dense to very dense, silty to clayey, gravelly sand with scattered cobbles,boulders, wood, concrete and building materials. � (e) EXISTIl�IG VEGETATION The existing site vegetation is some grass,weeds and a couple of aspen trees. The majority � of the site is comprised of gravel, asphalt and a concrete parking structure. (fl POTENTIAI.POLLUTTON SOURCES � -Exposed soil -Fertilizers or chemicals will be stored in a trailer or covered with a waterproof material. � -Vehicle fueling may be done wherever construction is taking place by mobile fuel trucks. - Off-site vehicle tracking of sediment - on-site non-industrial waste � NON-STORMWATER COMPONENTS OF TI� (g) DISCHARGE � There will be no non-stormwater components of the discharge. � � (h) RECENING WATERS The site drains to Gore Creek through stormwater pipes. � 3. BMPs FOR STORMWATER POLLUTION PREVENTION � (a) Erosion and Sediment Controls: 1. Structural Practices � Sediment transport is to be minimized on the site by straw bale dikes,wattles and silt fences. � Silt fences shall be used to filter sediments from small disturbed areas that are in sheet flow. The silt fence(s) will be kept in a state of repair throughout the project. '' � Straw bale dikes shall be used in ditches to detain runoff to allow sediment to settle. Sediment logs, dirt bags and silt sacks shall be used to filter sediments entering inlets. � A sediment trap shall be used for dewaterin if necess and rovidin treatment for g �'Y P g concentrated sediment laden runoff � � Stormwater will be managed with curb and gutter, catch basin and storm sewer for the � developed areas. � November 2006 Ritz Carlton Residences at Vail 3 i � � � 2. Non-structural Practices Ditches, which will be used during construction, shall be seeded, fertilized and mulched as soon as they are installed. Once construction is complete and the disturbed areas are � stabilized the ditches are to be removed and the disturbed area from this activity shall be topsoiled and seeded. � Disturbed azeas from water and sewer lines and shallow utiliry construction shall be formally landscaped as shown on the proposed landscape plan,topsoiled, seeded or paved. � All disturbed area from site construction shall be topsoiled, seeded,fertilized and mulched, formally landscaped as shown on the Landscape Plan or prepared for paving. Ditches shall _ be topsoiled,seeded,fertilized and mulched and wherever indicated on the construction plans � treated with erosion control matting. In azeas of extreme erosion potential ditches are to be lined with riprap if engineer calls for. � 3. Materials Handling and Spill Prevention iStockpiles of topsoil and road base material shall have proper sediment controls such as silt fence surrounding them unless the runoff from these stockpiles drains towards one of the � stone outlet structures or sediment basins. � Equipment maintenance or fueling operations will take place wherever the construction � equipment is working at the time. Care should be taken to avoid spills during maintenance and fueling operations and any accidental spills shall be cleaned up prompdy and completely. Should above ground temporary fuel tanks be placed on-site an earth berm shall be � constructed around the tank area to contain any possible spills or leaks to prevent any spilled material from entering state waters. The contractor shall prepare a plan that immediately mitigates all problems associated with any potential fuel spills. � There shall be no fertilizers or chemicals left exposed to the elements. The Contractor shall prepare a plan that immediately mitigates all problems associated with any potential fertilizer � or chemical exposure or accident. There shall be no dedicated concrete batch plants or dedicated asphalt plants on the site. � The Contractor shall not discharge concrete wash water into state waters or the storm sewer system. �� u`I�t�+ I�.J� '��ti�� j � Should the status of any of these items change, a revision to the stormwater management plan shall be subnutted with response procedures identified. � � � November 2Q06 Ritz Carlton Residences at Vail 4 i � I � ( 4. FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT Final stabilization sha11 occur by formally landscaping or topsoiling, seeding, fertilizing and I mulching all disturbed areas. Final stabilization is reached when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre-disturbance levels or equivalent permanent, physical erosion reduction Imethods have been employed. If construction activity has ceased for more than 7�,the disturbed area should be temporarily seeded. I 5. OTHER CONTROLS IOff-site soil tracking will be limited by providing stabilized construction entrances at the entrances to the project. The stabilized construction entrances will consist of 2"crushed screened rock 10 feet � wide for a length of 50 feet at the entrances to the site. The Contractor is responsible for not tracking soil off-site. The stabilized construction entrances shall be maintained for the duration of the project. T'he adjacent paved streets shall be swept as needed and as required by the Town of Vail. � Waste materials shall be collected and stored in proper receptacles,and all trash should be deposited in dumpsters. No construction waste materials will be buried on-site. Sanitary waste from portable I � toilets shall be collected per Town of Vail and Colorado regulation. 6. INSPECTIONS IThe pernuttee shall make a thorough inspection of their stormwater management system at least every 14 days and after any precipitation or snowmelt event that causes surface erosion. ( (a) The construction site perimeter, disturbed areas and areas used for material storage that are exposed to precipitation shall be inspected for evidence of, or the potential Ifor,pollutants entering the drainage system. Erosion and sediment control measures identified in the SWMP shall be observed to ensure that they are operating correctly. ( (b) Based on the results of the inspection,the description of potential pollutant sources, and the pollution prevention and control measures that are identified in the SWMP shall be revised and modified as appropriate as soon as practicable after such iinspection. Modifications to control measures shall be implemented in a timely manner, but in no case more than 7 calendar days after the inspection. I (c) The operator shall keep a record of inspections. Uncontrolled releases of mud or muddy water or measurable quantities of sediment found off the site shall be � recorded with a brief explanation as to the measures taken to prevent future releases as well as any measure taken to clean up the sediment that has left the site. This � record shall be made available to the Division upon request. � � November 2006 Ritz Carlton Residences at Vail 5 i � � � 7. REPORTING � If the construction activity lasts more than 12 months,a copy of the inspection record shall be sent to the Division by May 1 of each year, covering April 1 to March 31 of each year. ■ 8. RETENTION OF RECORDS � (a) The permittee shall retain copies of the SWMP and all reports required by this perm.it and records of all data used to complete the application to be recorded by this permit, for a period of at least three years from the date that the site is finally stabilized. � (b) The permittee shall retain a copy of the SWMP required by this permit at the construction site from the date of project initiation to the date of fina] stabilization. � � � i � � � � � � � � . � � November 2006 Ritz Carlton Residences at Vail 6 � 50' M in, �� Earth Mountabie Berm (Optional) 3� r—�0' �, � � c ' °'> MIRAFI 140N Filter Cloth �� 5, W a � 1 \ � �\..�� / . . � , � ��„� . � � ,�1,� SEC�O� Edge of Povement � 50' Min. � 10' � � .€ M in. Existing Ground � � � U � � � � � r 2" Crushed Sceened Rock � � CS� _ � p�pb ��O OoOA � o � � r � i � � � Existing Ground � PLAN � � STAB�LIZED Ca�iSTRUCTION ENTRp1� C.E � CONSTRUCTION NOTES Scale: 1" = 10'-0" � 1. STONE SIZE - USE 2" CRUShiED SCREENED ROCK. � � � 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. SYMBOL ON PLANS 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. � 4. IMDTH - TEN (10) FOOT MI,VIMUM, BUT NOT LESS THAN THE FULL �YIDTH AT POINTS WriERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH - W1LL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. � 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD C�NSTRUCTIdN ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABIE BERM WITH 5:1 SLOPES WtLL BE PERMITTED. � 7. MAINTENANCE - TNE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILI PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODlC TOP DRESSING WITH ADDITIONAL STONE AS CONDI710NS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES � USED 70 TRAP SEDIMENT: ALL SEDIMENT SPILLED, OROPPED, WASHED OR TRACKED ONTO PUBUC RIGHT-OF-WAY MUST 8E REMOVED IMMEDIATELY. SCE SHALL REMAIN IN PLACE UNTIL PAVING OF ENTRANCE COMMENCES. ' � 8. wASHiNG - wHEELS SHALL BE CLEANED TO REMOVE SEDIti1Er�T PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHiNG IS REQUIRED, IT SHALL BE OONE ON AN AREA STABILIZED WITH � STONE AND WFiIGH DRAINS INTO AN APPROVED SEDIMENT TRAPPtNG DEVICE. � 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. � i � � 10' MAXIMUM CENTER TO 36" MINJMUM LENGTH FENCE POST, � �—CENTER QRIVEN A MINIMUM OF 16" INTO A�;. GROUND j}i• �:{±q]_:� ...... ..... ... `;'�^ :«:�::-••-•-•:'-;'" 16" MINlMUM HEIGHT OF ....=r'::':• � f _ 't<<��::�:::��:; GEOTEXTILE CLASS F � : ................ - � .' '�'�'-'�=`��=�=�'' 8" MINIMUM DEPTH IN � , F` � • • . �w cROUn,o FLOW FLOW� � � � 36" MINIMUM FENCE POST LENGTH�� PERSPECTIVE �IEW � FILTER CLOTH —� FENCE POST SECTION MINIMUM 20" A90VE � FLOW GROUND —� UNDISTURBED GROUND EMBED GEOTEXTILE CLASS F A MINIMUM OF 8" VERTICALLY � INTO THE GROUND FENCE POST DRIVEN A POSTS MlNIMUM OF 16" IN70 THE GROUND � - SECTION B CROSS SECTION SECTION A °� STAPLE STAPLE� � JOINING TWO ADJACENT SILT FENCE SECTIONS SILT FEI� CE � TOP VIEW Approx. Scole: 1'� = 2'-0" SF STANDARD SYMBDL � Construction S�ecificotions 1. Fence osts shal) be o minimum of 36" lon driven 16" minimurn into the P 9 ground. Wood posts sholl be 11/2" x 11/2" squore (minimum) cut, or 13/4" diometer � (minimum) round ond sholl be of sound quolity hordwood. Steel posts will be stondord T or U seciion weighting not less than 1.00 pond per lineor foot. � 2. Geotextile shall be fostened securely to each fence post with wire ties or stoples ot top ond midsection and shall rneet the following requirements for Geotextile Closs F: Tensile Stren th 50 Ibs in min. Test: MSMT 509 9 / � ) � Tensile Modulus 20 ,Ibs/in (min.) Test: MSMT 509 Flow Rate 0.3 gal ft / minute (mox.) Test: MSMT 322 � Fil_tering Efficiency 75% (min.) Test: MSMT 322 � 3. Where ends of geoiextile fabric come together, they sholl be overlopped, folded ond stapled to prevent sediment bypass. � 4. Silt Fence shall be inspected after eoch rainfoll event and mointained when bu�ges occur or when sediment occumulotion reoched 50� of the fobric height. � ►'�J SEDIMENT LOG (WAT7LES) i��i�� •;�:, :^�:�� .i►l::p::: �;••.p••, ��0��p i��i��i +..•.._.� :;:;..•� �:�N�:�i:� '�.•..�:•. b�0 �► ��i�►��'�i • • �•��:�::, :;e:a.. :°;9::: �,..�.:•� e;.;;.:;:� ;•:;:::�: ..•..•.� .�..;•. ��n� .�'�� WOOD STAKE, SEE DETAIL 3/15 SEDIMENT LOG (WAT7LES) • c,.� ;i�••;~•�•'•+�:.', .:.!.::.,:_::!.. CS\ON ��`(P\GPL� SU�F ACE F`�w p�RE SEDIMENT LOGS(WATTLES) DROP INLET PROTECTION NO SCALE ,�...,___--._..�. � .;, :;�;�� n%:�: � ��..�. .;..;::;� ':;CC:•.;;. �„C;�n ••.:••:•� . . �'��N ,.;..;.. '::;;:;�: �:•i��ii a �� r �QAi��i Ij"�:�%:� i�• •� �;;.:;.: ..�..�.. •;:;�:::: . . 4;;.;;;:;• ..�.., .. :;�:;••:d .'�.:��: i:�:;:� !i:' ,. !\ �'�P �c �� r� o� �J � � SEDIMENT LOGS (wnrT�ES) FI.OW —� WOOD STAKE INSTALL WOOD STAKE 4' ON CENTER � CHANNEL /BOTTOM z � d' N � STAKE DETAIL 3 NO SCN,E �S —• ..�� .�..r� ■�.a u wnnn CTAV� STAKE DETAIL rro scntF Z ts This sediment barrier ie deaigned for low surfoce flowe not to exceed 1 cfa for small oreas, alope tlotter (hon 3:1. Strow Wottles can olso be Installed on contour on steeper alopea to reduce surloce, spreod water llow and copture sedimenL The fotlowing la o brlef descriptton of the Straw Wotlles, thetr u�es and inalollotion, of SlhawhWattlesris 25rf1., h wtevea a hrer lengths,will be emade uponrrequeat!Y 5 —� +n, rne stondord lenglh 2. Straw Wa((les con be ins(olled on contour of alope, with o elight do�vnslpp� a�y�e at the end of eoch row lo allow for slow drotnaye during heavy precipitotion, They can aleo be used at the top o/ slopes to prevent sheeting over lhe edge, and they can be used at lhe toe o/ sfopes, Straw Wo��e9 con olso be used a�on9 sidewolks and curbs and oround storm droins and inlets to prevent aediment pollution. 3. Stroe Wotllea can be used to reploce silt fencee, atrow bale dikes ond sand bag barriers, 7hey can olso be placed in drainoqe awalea to slow flowe and copture eediment: they con be used os level spreoders to prevent concentroted Ilow, ond ;n p�a�e of eorthen berms or dikes. eteepn ge.WDfgethehdeeperetrench'!or soft�loamy soils6and steepest slopes•edtgdlhe ahollonerYtrench for�e hord, rocky soils ond gentler slopea. Use moddox ond shovel to dig the trench, throwing excavated soil to lhe up hlll side to prevent run ofl from undercutting lhe Wottle, 5. Loy the Wattle in lhe trench and stake with wood stokes at each end ond 4—(oot on center. When installing running lengths, Strow Wcttle ends should be buttoned iirmly togelher to prevent leakage, ond securely stoked together. DO N07 0 R Ap � 4 � 4 O W\ W Z W�' W=1 W � � W W R1 V W y\N m L9dN� y V W . J JaJ Vl J .\' CC X��,�, \ pJ\> N � 4 NpN �NUf00o1!? � y � f��INOmom�ed NN�OOTNN� ^ � Y 4�3 � ao �~o ¢ a�� zc.+ Eya J� ��W � Q y 4 J V J 3 � �= 1. O N •y Q � fuNfn�OP1VI11')PO� Z NN('1�0[�InIP1TP K Y 2 Y �o � �r»m�u�nvc � mn�m�u�nvc o �_� y J Z V«f7POPR0 1' �O�Dm1�117f7 OCOf'YrRPO NQ p W� � iiiiiiiii o iiii � i � � i �c�3 � n,V _ OOOGi00Ci0A Z GGF7000FiF1F1 � Qi- �y� Li �SSSSSZSS a ZSSSYSZ'ES � H1�Ily U ~2 Q 1-fHfrH Z 1-r1�H�-rrfl- � QAV V NNt7NNNNNN NV1NViNViNNN WQQ �� Z � QQ6QQQQQQ � � aaaaaaaa¢ � HJH H N O J . 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' r _ ,.�-�._ � �• ♦_ _ ��►. , � � BOUND BALES PLACED ON � ' CONTOUR .�;t� ,S 1. I S .N �►. ♦ ♦V �� . � � _ �' • a!"% �2 RE—BARS. S7EEL PiqCETS. OR 2"x2` STAKES �• y:,, 1 1/2' TO 2' IN GROUND. DR1YE STAKES - F1.4t� wtTM BatFS. I ORING DETAIL � CONSTRU�TION SPECIFICATIONS � 1. BALES SHALL BE PLACED AT iHE TOE OF A SLOPE OR ON 7HE CONTOUR AND IN A ROW r NA1N ENDS T1GHiLY ABUTIING THE ADJACENT BALES. I 2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MfNI�AUM OF�(4) INCHES, AND PLACED SO iliE BINDINGS ARE HORIZONTAL _ 3. BALES SHALL 8E SECURELY.ANCHORED IN PLACE BY DTHER TWO STAKES OR RE—BARS � DRIVEN 7HROUGH THE BALE. THE FlRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. . STAKES SHALL BE DRIVEN FLUSH WfTH THE BALE. j 4. INSPEC110N SMALL BE FREQUENT AND REPAIR REPLACE�AENT SHALL BE MADE PROMPiLY I AS NEEDED BY THE CONTRACTOR. 5. BALES SHALL BE REMOVED WHEN '(HEY HAVE SERVED 1HEIR USEFULNESS SO AS NOT TO ( BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. � ( STRA►VV BALE. DIKE . � � � STONE OWTLET S � TRUCTURE � � FLOw �I! � � FLOW / � � EAR7H DIKE STONE / / ° �° o 0 � � 0 2� MIN. o ° 0 o � � ° o� / � �l/ �1/ 6" MIN. ��L CREST � L=6' 2' MIN. I � � � i � 2'x10'x12 � 12" MIN. BAFFLE BOARD ' 6" MIN. a I O O I i � i 4" MIN. � EXIS7ING GROUt�I � � � E�tBEDDED i � � ; PROFILE i �. �'�� :; STANDARO SYMBOL �.�p��O .�� ; CONSTRUCTION SPECIFICATIONS 1• THE STONE SHALL BE 2' SCREENED CRUSHED STONE. 2• T?iE CREST OF THE STONE DIKE SHALL BE AT LE,4S'i' SIX INCHES LOWER 7]-IAN �-lE LOWES'f ELEVA710N OF TNE TOP 'OF THE DJKE AND SHALL BE LEVEL OF THE 3• THE STONE OUTLET STRUCTURE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUft INCHES. 4• THE I,�IINIMUM LENGTH� IN FEET, OF TFiE CREST OF THE STONE�OUTLET STRUCTURE SHALJ_ BE SIX FEET, 5• 17'tE STONE OUTI.ET STRUC7URE SFiALL BE INSPECTED BY 71-�E CONTRqCTOR AFTER EACH RAIN, AND THE �ti'kEN THE STRUCiURE CEASES TO FUNCTION AS IM'ENDEp DUE TO SILT ACCUMULATIDN AbfONG 7NE STO E� WqgH��BE REF CONSTRUCTION TRAFFlC DNAAGE, �C.. �BAF'FLE BOARD SHALL BE IXTENDED ONE FOOT !PlTO i}iE DIKE, STAKED AND EMBEDDED FOUR INCIiES INTO IXISTING GR( � STOiVE OUTL�'r STRt�C i URE ' � � SEDIMENT TRAP not to scale � � . � � P�� r 2 STONE�` � � � �� MIN. °�� pt� Sb1AL.L t' MIN. �-8•—� �1 o,L PQ� RIPRAP � 1' MAX. n � Jr EARTH EMBANKIrtENT `1r P R� UNDISTURBED AREA � � � . 2 �---4' MIN.--� 2 � ��~ �• 1r WEIR CREST ,1 (�,��) ��SMALL RIPRAP-�� FILTER CL07N —y f---2' APRON EXCAVATE FOR REQUIRED STORAGE � � CROSS SECTiON .A—A ' OPiION: A OME F00T LAYER.OF 2' STONE MAY BE PLACED ON TNE UPS7REAM SIDE OF THE RIPRAP IN PLACE OF 1NE E'�ABEDDED FlLTER CLOTH. ' �ONSTRUCTION SPECIFICATIONS � 1. AREA UNDER EMBAtJK1�ENT SHALL BE Ci.EARED� GRUBBED ANO SIRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AR�A SHALL BE CLEARED. 2. Tt�E FlLL MATERtAL FOR TIiE EMBANI<MENT S+iALL BE FREE OF ROOTS AND 0'MER WOOOY VEGETAl10tJ AS WELL AS OVER=SIZED STONES� ROCKS� ORGANIC F�ATERIAL OR OTHER OBJEC110NABLE .MATERIAL THE � EMBANKMEt�1� SHALL 8E COMPACTED BY 7RAVERStNG WI'M EQUIPMENT NMILE IT IS BEING CONSIRUCTEO. 3. ALL CUT AND FlLL SLOPES SHALL BE 21 OR FLATTER: 4. 'IHE STONE.USED tN THE OU7LET SHALL BE SMALL RIPRAP 4'-8" ALONG V1ATH A 1' THICKNESS OF 2" AGGREGATE PLACED ON THE UP—GRADE SIDE ON �1-IE SIAALL RIPRAP OR EMBEDDED FlLiER CLOTH lN THE � RIPRAP. 5. SEDIMENT SHALL �E REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMEf�T HAS ACCUMULATED TO 1/2 THE DESIGN DEP'fH OF 1HE TRAP. _ 6. lHE STRUC7URE SHALLL BE INSPECTED AFTER EACH RAIN AND REPAIRS M/�DE AS NEEDED. � 7. CONSTf2UC110N OPERATIONS SHALL BE CARRIEO OUT IN SUCN A MANNER THAT EROSION AND WATE'R POLLU710N IS MINIMIZED. 8. THE STRUCTURE SHALL BL REb10VED AND THE AREA STABIUZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. � � ( SEDIME(VT TRAP _ � � � BEAVER DAlvI° � Installation and Maintenance Guidelines � � Installation: The empty Beaver Dam� should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow on pouch, on the bottom � (below—grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the _ grate. Holding the lifting devices (do not rely on lifting devices � to support the entire weight of the grate), place the grate into its frame (street side first), then lower back edge with dam into - place. The Beaver Dam� should be partially blocking the curb � hood when installed properly. Maintenance: Remove all accumulated sediment and debris from � surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Beaver Dam� as needed. If using optional oil absorbents; � remove and replace absorbent pillow when near saturation. � BEAVER DAM° � � STANDARD FABRIC IS AN OVERFLOW GAP ORANGE WOVEN � MO NO FILAMENT � � ' �D e � �` , • ��D D � LOW PROFILE WITH • ' �. ' . GUTTER FOR SAFETY ° . . 'b ` ' AND CURB APPEAL CURB AND GUTTER INLET � DESIGN CO .NFORMS TO ALL SHAPES OF � CONCRETE CURBS T.S. � � BEAVER DAM CURB INLET PROTECTION � C�� POINT A ENTRENCH � � � � „ � 0 0 0 o a EROSION LOG USE 2 PINE STAKES 1 1/2" x 1 1/2" x 12' Ai ALL EROSION LOG ENOS OR JOINTS, OTHERWISE USE A STAKE EVERY 24 IN. ANO CONTINUE TO ALTERNATE ORIEN7ATION THROUGHOUT THE LENGTH OF THE EROSION LOG. PLAN VIEW � � WETLANDS OR fEATURE � j '9Ap THAT NEEDS PROTECTION i._ � � Fqy'� 9 �`=�'�\ o 0 ,:'�:;`,��,c oTh �`�- ��; '� FR � �.:;,��;i��, n 0 POINiS A MUST BE HIGHER THAN POINT B ��.:�`��:, o a ENTRENCH 3" �, o � �;i�,i-\ o 0 SECTION D-D � '��-=-- .:��i.. a SECTION A-A �� '�� ' , `� `�'.-"'%`` :•�\ DITCH INSTALLATION TYPICAL STAKING PA�fTERN AND EROSION LOG APPLICATION � SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSIY FOR PROPER FUNCTION. EROSION LOG DETAILS 0 �...� _ �,-. �_, ..,��,�..�. 1 GENERAL NOTES FOR SEDIMENT CONTROL NOTES: 1. Install and maintain sediment control measures in strict accordance with these �• REVEGETATE ALL DISTURBED ARERS RFTER CONS7RUCTION IN approved plans. COMPLIANCE WITH THE SWMP/BMP FOR THIS PROJECT. 2. All proposed sediment control measures are temporary measures unless specified otherwise on plans. 2. INSTALL EROSION/SEDIMENT CONTROL MEASURES PRIOR TO 3. Sedimeni control measures may require minor field adjustments at the time of COMMENCEMENT OF CONSTRUCTION ACTIVITIES. constructian to insure thot their intended purpose is accomplished. Engineer's 3. REFER TO THE GEOTECHNICAL STUDY PREPARED BY KOECHLEIN approval will be required for any other deviation from the approved plan. CONSULTING ENGINEERS. 4. Provide continuous inspection and maintenance of all sediment control measures to insure that maximum sediment cantrol efficiency is obtained until final stab— 4, STORM DRAINAGE STRUCTURES NEED TO BE PERIODICALLY ilization of site has taken place. INSPECTED AND MAINTAINED TD INSURE ADEQUATE DRAINAGE. 5. Install sediment control measures at the onset of grading operations so that effective sediment control can be achieved during the entire grading operation 6• THE 100 YEAR FLOODPLAIN SHOWN ON THIS PLAN WAS BASED ON THE TOWN OF VAIL'S 1983 FLOODPLAIN STUDY. 6. Stabilize all points of ingress and egress with crushed stone (SCE} until just prior to paving operations to prevent tracking of mud onto public ways. 7. Prevent all sediment from entering any constructed storm drainage structure by blocking shut the structure with sandbags, boards, ar by any other accept— � ' able method unless shown otherwise on plans. / � 8. During earth moving operations, maintain the site in a rough grade condition so � / the stormwater does not immediately run off, but is detained in pockets and � allowed to seep into the sail. 9. If stabilization of disturbed areas is to be accomplished during the months � � � ' l �/ � ' of October through April, the stabilization shall consist of mulching. Seed and /$�30� �j �e mulch as soon as the season permits. I `i \ � // � � 'J 10. Stabilize all distur6ed areas at a grade less than 3:1 a n d n o t c o v e r e d by �\ \ �' 1 / / /'. paving as soon as possible by permonent seeding and mulching as per "Standards � � and Specifications'. / \ \ �/ / 11. Protect all trees to be preserved during construction operations. � ~ �, � /; ; 12. Approval shall be requested upon final stabilization of all sites before removal � ��w of sediment controls. � ` / 1 � S � f J/v/, ' i 13. Straw wattles may be used in place of silt fence at the engineer appraval to � � �` , /� _` I � / � i l � facilitate site access. � � _ � i � � ii � � � � I( /� � l i l \��,�o , j° ' � � l �.l � � . �� _ `�� 1 /l � � � j % / � � � �� // �' 1 � i --i� -1 ( �l �� i '� � � /�) _� � �� % � . � ,�, /� -� / � , � 4 1 f i l� . . � � � i � � - �''/ / �//�� : B ` � � � i � \ �� . /�t� / \ / /��:� ;1� , �, � / ._ �INLET � \ �;�- :�r % � � �� ' l _- �— � / � / / � � / � 1 f `' ° ! :� � � / \ \ / _-__- `� 'i I f � � � # _�" � � �, � � { � � - � � � �, � '�' z � � � � � , � 1 - � � � �. � <�,� ) � �i � ;� . ,�. � . t. � �, �, _ � �� . ; i �, , /�/� � '�/ � / �t � � ; I I . / fl� � ' �l� l I J \ � t � II \ � � l l �1/ � _` j ' !l ( %/ I �' `` I � � � �� _ I . � o I / / ' . ' ;:/ / � � � ' � ; il r _ ;r/ � � � /� � �.,, � I / / � � � , I � � / �� d / , � � � � � � '�� { 1 ; i � � 1(/ ¢ R� ` I \ { II �� ' � '� � .� � � �� _ \\ � �_ �� .�� ' t — � —, — ` �"'� ,` � �y�-�� .-�� . � ,\� — �_ __ erv aui� i �-��'�� oA�` �_ � _� _` -�`` \ ti-� :�`� � /, --�� \ � _� -- _� � �`'- .r �� ---��_ —:� ' �o�n �, � '— ==----- j= _ �iNt�T ' �ST�yp� INSPECT AND MAINTAI� — _:= �;�LEAD C1RCLE G,CULVERTS AND _ _ � - � �t e DRAINAGE �NAMCES _ � j � � � F � ��? a'\ � �� - _ � d . f�� , _- �.;_ . �.__ °-"`:_ _ I . . _ . . _ / �. / _. ,r::. , .e� ;? �� ✓: ` / % �v / /_ `/` / F / _!` �. � � / � ,&/ �ry�� o- ��/ �rI`.`�� i. �4�� ,� � j .. r ! �� /�`�� .J / � , � f % ' /� -� F : _-- ( � - �. _ - 0 /� / ///_ `/ r � / / � `��// „ , � � f �i ; / �>/ 1� o�� / � / � � �� !, " / /i�i J �j/� l / � / , .� ,_ � f � �� , /� �� i ,.� � � �� ' �i �i J� ,'� s �-�.� �` �� - �,P��S �� I � ,, � / ,. . ,,,, - � - / S� ,� '' / � � � �x � /- ��`,` `�,?/ . ��/ � / �! = +` ,;%` �i iS %� �� / � ,� � `�� . %, / / / /� � /� ( •.:.-� ll " � /� i � i. �/// � � � //j /j� / �_ � . �/ /� �� 3 / y � - -� � � / � ��/ ✓ �%� ` � "� �r � . ��-�� CONCREIE � . ��F/ pRIVE � �I '�% .�� Y -�-�� / /%/� � i� � �� `/I� . .i/ O / �� e ,_",� i� ��xo ner .: � i�� \ ,��-"��- '/j ISI�117ST '- ., p�,0.S� / �`9` �_� PA`/Q25 � NY.N BIZiY -� ��-:'e / �p,_��g°"`�� ,r_� u NV.�� n.. g�. ��/ "-i�� ' (� e+�� / ��f.� �i PlAN1ER � � <. . .- �.V% < �6r'r`" il b � �i C �' ; � >?�Yc�z�.,�£Z,�z, .*,'zi;' �} �'�� , � �l � �f f .�.��z�'��' �3z`�� '� \\ t. / � � e ` \� -`} y ✓�3�' r � ��>�: , r f' i ! � � ' '� � � V � y � � � u a r�'� ��s sz�,�> z �% �.�- � � � �J _ � . . .�_ /r �y Z'�i � .v'u��1�� ?� ,�''� ' YS �'o ''� i� 3� ��$5 3�`:�'�'�� _ � . f-�r � _ � j '�3Y��z-�.cr�'�" . � - ' .-. . -�p : � '�� `J `v -� CONTRACTOR IS RESPONSIBIF � �� `5 � � FOR INSPECl1NG AND �' � , � - _ --� � MAINTAINING FJtOSION AND �- � ' °- SEDIMENT CONTROL DEVICES ' INSTALL STABILIZED CON�TRUCTION � . " �ROPOSED ENIRANCE. EXACT LOCAl10NS TO BE � / BUILDING DETERb11NED BY THE CONTRACTOR. p MAfNTAIN STABILIZED CDiJSTRUCl10N ° n ENTRANCES DURING CONSTRUCl10N �`~ `t, c PROPOSED � � � �, � BUILDING _ � � ��,,-� -�r E� "a'�„�a,. -` �- �-`3'�� NO�SILT:LRDEN�W�4TER�$�AL�/ � '- BE=AIIOWED�p,;�.ow Fxx�t -' THE SITE. THE.CON A�TOR - S�ALL BE RESP�LE FOR , FOR ALC DAy1A ES INCURRED, _� �� SE@'B�SILT LADEN'WATER . �s �?�,_,�u�'� � LEAVINr 7HE sITE 0 �� t 0 \ �`'� \ m �'�- . ° t;'� Y .. . ..` .. : ��-� � �. -i:-,�.. .. D0S71NG IJANHOLE RI11�8175.�_� . � � �� INSTALL AW@=kfiP:1flTAIN -� - SILT SACK OR APPROV�B ` EQUAL IN INLET ASPHALT DRIVE Ep51N0 NLE! \ NV.N(Mj�SIt0.7(1S R� NV.N�q°M1iP(12'PK.) � . : NK OUT�oii0.4(7C RCP) ROCN 1 �WALL �� u�siTS oF o J� CONSTRUCTION ANG SOIL DISTURBANCE M ��.�`r V�It_..�. � - MAINTAIN STORM �r � - SEWER OUTFALL TO i, PASS OFF-SITE � � STORM RUNOFF :ic• " lHROUGH SITE AS NECESSARY. �'� "�\ E705IINC IYPE D INLET ` aiu�8714.5 � INV.IN 72'PVC(��8f08.83 INV.IN 12°PVC(VQ�8106.44 '� s INV.IN 78'RCP(N)�8104.45 ��rr .. '� INV.dJT(S)�BOB2 —� \ .� L-____J L_____ � L_ -_-__' L-__J �a„r �� i � ��/ �� . I � U � ` i / �\ > T� ` 1 � ! ��,za 1 ��-\ � � INSTALL STABILIZED CON�7RUCTtON � ENTRANCE. EXACT LOCAl10NS TO BE DETERMINED BY THE CANTRACTOR. MAINTAIN STABWZED COWSTRUCTION . •`=' ENTRANCES DURING CONSTRUC110N NO-SILT LADEIV_WAlER SF�AL� �� BE ALLOWED �0 FLOW FR,pM - < � 7HE SITE. THE CON A�TOR SF�AI-L BE RESP IBLE FOR `� FOR ALL D�I A S NCURRED, � _� �SEB'BY SILi LADEN WA'fER � �,v�NC naE s�� o y � � �� : -�� " C .,T� -d, �y� �,. 'I � � � �._:��-�-�;�� - � �� ,�t� �,�� a,e.-°�'.��-. �� ? �-� ��'��` �� _� �� 1 � � � � ��- � �, . �., __ . _ ��.��: � sat��:.��_,:�:=_ _ � � � � -A � � � � � � _ ► .! i-- -� � ! ' ^��!� x i /��",s � a��;z;>; T� rn auT.e�iaa'��aaj t.>S� �- �' ROCK �^�` �Y_'`j`''�� I-._ WALL _ � 1 .�� ; y\ S ��'� U�YI�� i `� > cM . CONSTRUCTION AND �' �`' SOIL DISTURBANCE � , � .�tz� � ,�;�� ' 1 .� 4 ' CONTRACTOR IS RESPONSIBLE , F �t'� � FOR INSPECIING AND �� " a MAINTAINING EROSION AND �N - ': SEDIMENT COPITROL DEVIC�S t .�; t-� z_*•�-`;i �� ; p � � �' �fi& �� o PROPOSED o � t> �r�' ` BUILDING �,Q ' �� r-�= �„ ��` t F � � � � � S� ��°� � �-�.� � �� ° ; _ ��- �.EXIS7ING NANHOLE RIM�61180 -. MY:M(N)�6108.84(78'�.RCpj3 �' r INV.JN(N.�a�».z � ati�) .t �_ ' INV.-IN{Y� � 811f.7��q�P) -- ,.y� ' INV.Ili(SN��BiQyg(12'PV!'r$AryD/qL)�� ' � �NV�b(s) s�oaas�a w�-€x suenwvN) ` ;,,;-, INV.�WT(E)�,:81pS70(78'RCP) .. � . _ o . .: � ,•-.�,. � ,;'. ,�. , ; > i INSTALL AND k1AiNTAIb� '� o � �a SILT SACK OR APPROVED �'� �o i'. � EQUAL IN INLETS ' ��- . ��<t la � -,�° �` 1� � �-- �,� o _ � ; y.-.re---%i �' � p ` � �� i �'�-•., � i;6>--` �wi. Y I — ,�. �� :� �' .� �r;.� i ,.— �, �� - '� �:,. � \ �"`��:� � _ "��,.. � �� -�° �uMirs oF � CONS1RUCilON AN / � T� �SOIL �ISTURBANCE � � coNTR TOR SHALL CONSTRU T ��.�,_-�r STONE TLET SEDIMENT TRA � 1 AS REQUI ED IN LOCAl10N DETERMINE BY THE CON ACT . � INSTALL SILT FE � � ON SOU7H & WEST � , �`�, � j LJNE-FlELD LOC FRr - _ , \ J C � SEWER OUTFALL TO PASS OFF-SITE STORM RUNOFF 1HROUGH SITE AS NECESSARY. DOSi1NG TPE D INLE'f RIM�8174.5 INV.IN 12'PVC(��8708,83 INV.IN 12'PVC(B��8708.µ INY.IN 76'RCP(N)�8104A5 INV.WT(S)�BOB2 � � .-----� �---' � �• ��' J _'_'"_ -_" � HOT TUB I� Z AREA i � il'�� _, �� , � ___J L__J L______� � � �� ,1-- i ' 'YZ�� y �/ n 4, %' t:; /�, ��-= /' � _�,+r/1 �,✓i�,, r i� �-�=�� \ 1\. � � �� TT'' � � ~ � i /� � � ,,,d ;'3.�� N� \ � Q i� . �� - - . -- =-_ r T_ � � _ �.- _ O �, J� :_� I � � � _ _ _ C� -`"-->� � ,,, � ' � / � �YV i � _ i� -� � / � J � - � � $SSO� / �'`� -' � �'��,.,� � j� � ' / �i / / � '�, �;�.., �� / i � � � �� - "� � / _� i _ � i�$�oo �� % _ / ��', � ��-� �r I� � �� / ��. ,�'` ✓ � ��--� ��/ � ��/ � / �—� � / �i- F / �/ l�/ � '_I � i // i i / // 'l �-` i�/�'� '_ �i �-i i�/ �'"j � \ �_ � ` /�� / iv f ri�/E�STI �NC 1�E�t�t/ � /%/ _i ��'i '� /� '/ or..,-.� _�E �l' . ., ,._- -.,.__. � i � �� i . !� �( � � � � / �i � �� ; � _.._.. __ / �� _ ��.. .� ��, � -�� t/� / -�� °� .�� _ _:. \ � � � ��/ / ��% J/: � �� _ �- — — \ �.� / � % , �7 � _'—— � / /:��•J / / � � \ Pr�'osEO 4�WFS LyO� INSPECT A , � � � � �r� � /� �` �- ��CIRCI-E G C � � � � / �� /" , � . DRAINAGE F \ / ., � , � � \ / '!1 � f � v � � � •�. `' — � � / —'------ �' ' .� �D '� ' $ � '� � � p �:. / —_ -- ii \ \ / � v � ��`�r�� / �� -.,�, Q . � �.� �._., � \ Q� � '°1 /. � �'�j'! ' � / \ P t��j � � /I� L,,�i f / �/ / ar�h�� . � O � '��' / � �' � l� � —°� 1 � �•�' � � .� � _ , ; � , � w i� i , f, � / r � � i � � l�� / � �� fy '' � �� s ,� � �n � ,��;��j�� -� %' ��.�� o� �' � / \ ll � � � (, ,,� � ,. �`�� I��' . � p --., ` � � � �� I' j I<'/ �I ,1�� ' � � � � u o � �o / // /� // IL �RB E � ,, ;� � � '' � '/� � � � � / i + n � � ! / , �) � � /. � ,,.��, / �/ / f:� �s�'�'��IJ`{�' `� � '�eyr`� � ,r�'�' 'r . . / / / � / / ��'��/ � �� / �� .. 7 � �.��1�a/ � �� r It�i /� �— /� � � a,�fi� r/� l Q� /I r � � � � � � ,!�t�at�� ;'�� / �o � � .�-- '�� INSTALL STABILIZED CONSTR --- , �- • / � � /� "r '/. '� / �ROPOSED ENTRANCE. EXACT LOCAl10N / / �/ _ �i }, �,a J / `1 ""/// � �'�� ;�6UILDING DETERMINED BY THE CON7Rl Y ; ✓ MAINTAIN STABILIZED CONST , � ENTRANCES DURING CONSTRi �� INS�7'A D' �T/{IN: ,r ` ,{ I ":'�/� � .=� J �ED ME LO A71 A",, � � ,.;/ � / � / N� /AND`'' q D ,WS , ,, , . � �- lH . / RE STR D �� .NO SICT LADEN WA1 -� � BE ALLOWED p FL< / / �/� L�k � ' � , �"y`�� THE SIlE. THE C0� / � �i+- 5 ��'Q� ° � SA�ALL BE RESP �151 �/ � � /�� e, �'��` �`a�N� �a p FOR ALL DAyfA�ES I / / � �„��k , , � � / � , :f pFt,��iu � �� SED'BSrSILT LA /� � � �� '`�� -�'��I � ni�� :� � / x b .�Z ��wr�r� �, �� LEAVING��THE SITE� / t L i� �p ��r��`�� rs�. � // �t:S/ �/ �?�� ♦ / �/'�� ] Q? �, � , � zk' f i . �p ,:� y Q � �<Y . a�' /�, � r ��+; � r � �;�x I o '�` �� C /� `�i �� ,� � � � �� / �� `�a � \�� tti �� x� �Nz ^/M�j� �� .� � ti` .� �..�-�'r.Y� '1�. �`�� '�`v�F��.a' �� , � i � - �'�'�, . .. � � � y µt `r'".�,"s'� 3'.,�� O�� r r=,f� n� O � *�`��N� A. ,+5�1'.' I '� ..Ut�� .�, }'/ 7 �s� r �. � r�.� ^tr},� �v ;J� ..� � �� '�&u�� `� I � / / � �.,. ��. 4'�y�p��E` � � �y`�a , � ��' � ' /. a' / � �, � �1` ��4t��2�`��,�*2-: ' . . :'a ! . .. �. .. ' �,� 4�� r h �.. � , � � , � �, ��f.� � � 'k ��`��: / � /' / u CONS7RUC110N�OFFICES � h�`� ��.a �' r k � ! � �� / I �� p AND STOR;4GE AREAS ARE . � `� � i� �y��q�,�� „'- � �!��;^ f� � .�� / �, LOCATED OFF SIlE�� p ;�,�"� y i� ��'�k�� hxp+. PROP y� � ��ri � / j r {ME� � "`� � 't,�� C� � 1, �1� k� ��t�tt �`��k��k�e�. .A '�i �.�� _i" � I �t y.; r #tl �'y '. i p .��7 � `i�. E,�h��'��tir�a�a��,� _ _ ,..•^'^ �.. � ' � /� p �� TALL„�N D MAINTA1N � i �;��i�"�k;! � �� 5"+�"s��'�t ��"� �� E i 9 ' �)' � _ Z�3 ��, ��- ��i� �:�,4 'r�� ; ;f ; � ' SEDIMENT LOGS OR WATTLES a � ^�` � �� > �� /�UNT1L''d EWAIJC�AND ' i � . � .� .�. � i :� � a� ��i ` f� ,. � � o / DRAIN GE APPURTANANCES SURFACE,WATERS'AND ', .�� - �� . . ' �M �� 4 � `ARE 1 STALLED,,� WETLANDS ARE LOCATED � a'r � �,,.--� � �. �� , � °.� � ,� i, �pFF—SITE. � ' � t �y �i� � --� i ,' °' *'"�� i'-N --�� °' � L�IAITS�OF r A �� „i '`Y�--� �i ` �, l��y ' r. `` �� " G�ONSTRUCTION.'AND r 0...- .�.�- /„-"' ' � ma�n) i e�,e - ` �OIL;AIS1l1R8ANEE C �--' '�' ��'".^�" r' ' i '` z n��S a"�4� �., ',.��, � �� ' r ,�� 4, ;� �� ,�-�� '^�„�,�_�, . ��at,�d: F • \ ::./, :�,•.`°°"""'�� ?ho-b�0� i ��, ,a il 1 �': 1 .� � �, , �%.-�,� ..-„",. �� - _ l��s��.'��^XVS��s-'r"-a`z' � � 'i.r�^f'�,, �'��Y1rVr4 y`�,�4S�j,4j� � \ ` 1� -�i .. ,,,i ��-�—�;;.�g1,d`'�-��.'s..�� .� ��3�� . . �i, �` �'r"�� . ��. , � // �i" �•----.. .� re N�^. ,zk�.. , ��;sv�,��' ,.��.� .l., �S�` �F�'h b��0�"4�r\ �� \ � / �// "� .�,� a K�i"�'`�'��' 4 �`�'��y 1 ��; 'S�U,��9�f5'�� .�, , ,�s��'.. .`i��,� �.,�`�•� �` l_ti� '� °"�' "1. .f""" . . h �M a�� , � �o �> �,.� l- �� _ INSTALL SILT FE �" ON �� , �, A�� , �g:� � ��-�' �, *�� I�� sou� & wESr P�bR� �q� ��2�G1��^��"`r� � � �� LINE—FlELD LOC ERE �, Im s 6 �a��".�pd -��w r � i �1 �. � APPROPRIATE NGINEEI ��'��$s � ��. 1�. � \ �' ` "I�� 5 V��, r H �� r �� — �;��w � / �'� \ 1�T�� , Q��f1�r;��;�� \�� y `-- � T z- — \°`'� � �� ° � •� � e�t \ i \ c �ocs � � �r� .�� " , � � ��'� ' �'i '�''J k, 1� ;M1'�'"w��"° �\ �� P°� `A .. ,e { 1��1"I'�� i� � `� �S�°s'� S � � ` �`{� � � � ��"��`} \� � � i��' � AQ �� . ��" r �,� . ��,` ' �6 . � , �, � v � � �� 8.0 Crane Mobilization/Demobilization Plan � Erection & Demobilization of Cranes This project will require the use of two (2)tower cranes. We anticipate erection of tower crane#1 in the month of November, 2007 and erection of tower crane #2, February, 2008. The first tower crane will be dismantled October, 2008, while the second tower crane will be dismantled by November, 2008. Erection and dismantlement of tower crane#1 will require a single lane closure to West Lionshead Circle for a maximum of One (1)day per occurrence. We do not anticipate street lane closures for erecting or dismantling tower crane#2. Coordination for the lane closure will be carried out per our staging plan (reference tab#1), and signage, flaggers, etc. will be provided per a designed traffic control plan, and right of way permits will be acquired in advance of the lane closures. A mobile hydraulic crane will be utilized for erecting and dismantling each of the tower cranes, and each of the building's material hoists. Operation of Tower Cranes The following efforts will be followed, in order to maintain a safe site and protect adjacent structures and personnel: 1. Cranes will be operated by qualified personnel. 2. Personnel will be in radio contact with one-another and jobsite supervisors. 3. Cranes will be maintained on a regular basis, and daily inspections will be carried out to ensure the condition of each crane. � 4. Loads will not be carried above roadways, or above adjacent structures. 5. Proper FAA signaling devices will be provided on top of cranes. 6. Copies of the approved FAA permit will be provided to the Town of Vail, and to the local medical facility. � 7. Proper rigging techniques will be used while picking loads. 1 of 2 Operation of Tower Cranes (continued) � 8. The crane foundation and anchorin s stem will be desi ed and stam ed g Y � P by a professional engineer. 9. Proper electrical connections and industry approved cable will be used to provide power to cranes. 10. Perimeter the site will be fenced and secured, in order to avoid unauthorized access. � � 2of2 � ` P �� 1'! c.�: I�,I'I ;� �, . _ �,, . z 0 3-. �"" .. �f;�:: � � � •� z � � ��. � ::::::'t:::t:::: � "':E[€[>" � t v � Z � ��'",� �"_ �'� t/� w a�� F,J— Z � Q � � � � , 0 � � � '::��:€€: � � [;�::::::::::::::::::::::::::.:.: -:a::::::::::..... Z FOREST ROAD 0 Q �..� 0 � J Y w ^ W � � � y U ¢ � � � ° U � �� c� _=`��--��=^ (7 WU�C �>�6�c_' � _-' _' _- � ='=�'H 1 0=._ ___ .y O � �� ti.`,� ¢ w y� < � •-�-,ti � � .".��. o � � � � ' •� PN�s�Typ or AiN on This Fwm Fam apa�e or�s r�o.2�zaaoc� FOR FM USE ONLY Faifure To Provide Al/Requesied Information May Delay Processing of Your Nofice ��N� d��°�°^ Notice of Proposed Construction or Atteration A�Ytl�Atlminlstntb� � � � �� !1 1.Sponsor(person,comPanY.elc pioposirrg U�is action): 9.Latitude• ?�- --�-- 3'3 �z 1 GK V ;n. . ' y „ �� L 1N L. ,o.�9m,ae:lfL(a...- -Z-3 �--•-�- ,add�: .Z bbn S C'ULURIaon d�-� b. _ t�.oat�m:,�r�,00 ss ❑ NaD 2� ❑o� T L✓R. 2 . SL 1 Z� 2-�'UYJ 12 Nearest City. 1/A]L State: C p City: i�1.d �lE.7� _State:�17 zip: aD,�22 . Telephone•;D3'3�e�'�yy�9 _ Fax:3D 3-3�i 5 '�.S'�7� �3.Nearest Public-use(not private-use)or MAgary Airport or Heliport ��lL V ALL`f Iti�r�JLAL G�IJT�� 2 Sponwrs Representative(d otner�nan�i): 6 z M�L�s 14.Distance from#13.to Swca,re: ► Attn.of: 15.Direction from�13.to structure: �✓6S T r��: � d� !3 S �. Address: 16.Site Elevation(AMS1): ,�= 1T.Total 5tructure Height(AGL): �(O� ft- C�y. State: r�p: S z� �. Telephone: Fax: 18.Overell Height(�16.+#17.)(AMSL): J - 19.Previous FAA Aeronautical Study Number(d eppficable): 3.Notice Of: � New Conswction � Alteration � ExisGng -OE 4.Duration• � Pertnanent � Temporery (_monihs._days) ' 20.Descriptfon of Location:(A(tach a USGS 7.5 minute 5.Work 5chedule:Beginning .J/!/� 2 UU7 End �� 2D Quadrangle Map with fhe precrse site marked and any cert�ed survey.) " s�� ,'rt[,��v Ns4s F-�,a,�? 6,Type• � Antenna Tower � Crane � Building � Power Line � �� WaterTank � Other 7.MarkinglPainting and/or Lighting Preferred: Red Lights and Paint � Dual-Red and Medium Intensity White White-Medium Intensky � Dual-Red and High Intensity White �White-High Intensity �Other a f� (.��u�+S B.FCC Antenna 5tructure Registration Number(i(app�,cable): 21.Complete Description of Proposal: Frequency/Power(kV� CON S"�Ru LT I(71J O� 4 N�lv 56 3�ODU S� le l-tZ �l,Q�-TD�J - �S7��jJG�S �bG1L�T�{ 1�J V�1,�. -- T}�L F}IcGf{�5'[ �bft.rc D� ?�� t3b�Lut1�l.� �✓iL[. t3� �r`C G.1J �/.�J�.?/D� d� UJZ!{G'. TN� %L�Jla�'lLJ1J �1>l5c/J LaCSDVL� /5 MLcb.s�il=f-b �CD 'Cl�� l-f1l.�f{�S'�' �U�1JT d� OU� TD�✓�jt Glzj�IJL� �I_ - 7b�U'�t� G1tA1�� Z �✓�LL 6£ LaW�r�� J� [.lIGr4.TE�j ��"?�1L17XIM+4TEL`,' 2�U 4/I�ST p� TDW�� GTz1�.l�1� �l - G�1�IJY�S 1�V11.L d� 1 h/ pLl>G1E Y31�'�"ll��l-1 S�ir7"�MItSl�iE� .2/�U� �hl`b ►>�G�t-t6�tz, 2bU�f'. Notice is required by 14 Code of Federal RegulaGons, part 77 pursuanl to 49 U.S.C., Section 44718. Persons who knowingly and willingly violate the nolice requirements oi part 77 are subjed lo a civil penatty ot S�,ODD per day until the notice is received, pursuant l0 49 U.S.C., Section 46301(a). hereby certify that all of the above statements made by me are true, complete, and correct to the best of my knowledge. �n addition, I agree to marfc andlor light the structure in accordance with established marking�lighting standards as necessary. Dats Typed or Printed Name and TNe d Person Fling Notira S�gnature FAA Form 7460-1 (2-99)Supersedes Pravious Edition Electronic Version(Adobe) NSN:D052-00-012-0009 c � NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION §77.13 Construction or alteration requiring notice. §77.15 Construction or alteration n�t requiring notice. (a)��§�.15,��a�p�Pp�a�y o(� No person is reQuired to notity the Administrator fa any c�f th�foUowing foAowing eorutruefion or alleration shaU nof�y ihe AdmiresVator in the fmm and wnswdon or altecation: mamer presa�ed in yn,17: (e)AnY objeG tliat wauld be sluelded by existing sWCh�res o(a pertranerd and substanhal chara�tar or by natural terrain or toPograPMc features of equal ar (1)Arry eonstruefion a alteration of more than 2D0 feet in heigM above the 9��heiphC and would be loeated in the congested erea d a dty.tnwm,or �d k�� seUlemer�t wrhere M is evident beyond a�reasonable doubt Ihat the strucxure so C��+Y cor�strucbon or alleration d gteater heipht than an imaginary wrface shiefded w7 not adversdy alfed s�ety m air navigation. e��.��u��s: (b)My antenna strvcture of 20 feet or less In heigM exeept one tliat would (�1 DD to 1 for a 1ar¢artai datanee d 2D.D00 fed from ihe nnarest poird d 'mcease the height of arothm anternu struch�re. the rbsrest nmwsy d each airyort spedfied in Para�ph(a)(�ot C�s seetion (c)MY a'v navigation faa'fdy,airport visual apprnaeh or land'ing ai�siraaft wiTh at least orx rurniray more fhan 3,200 feet in achial length.exduding arresting deviee,or meteorological device.ut a type approved by tlie �� Administretor,or an aPA�PT�te miliWry service on m7itary airyorts,the bca5on (�50 to 1 for a hor¢ontal distance of 10�DOD feet from the nea2st poirrt of the and heigM of wfweh is fixed by its tunctional purpose. nearest runway d each airport specified in Para9raPh(e)(51 d fhis section (�Any construction or altaration for which notice is required by any dher FAA wilh its�pngest runway ro more than 3.2DD feet in ac4ial length,exduding regulation. he6porLs (�25 to 7 tor a huimntal disWna of S,ODD fed trom ttx nearest point of the §77.17 Form and time of notice. �landing and takeolt area oi ea�h heGpat speafied in paragraph(a}(� d U�is section. (a)Each person who is required to notify Ihe AdmrtusVatot urber§77.13(a)shal (3)My higMvay,ra�road,or otl�er traverse way for mobik objects,ot a heigM send one exearted fnrtn set of FAA fortn 7460-1.Notice of Proposed which,iF adjusted upward 17 feet for an Interstate Highway that is part of the �nstruction or Alteration.te the Manager.Air Traffic Division,FAA Regional National System oi M�fary and interstate Highways where overcrossings are ��n over ihe area wifhin which the eonstruction or aCeration desgned for a minimum nt 17 feat vertipl d�stance,16 feet for arry ofher pubGC M+�U be located.Copies of FAA Form 7460-1 may be obtained from the roadway,l0 feet or Ihe heighl d Ihe highesl moble objed that would nortnally headquaAers of the Federai Aviation Admin'stration and tl�e regronal nfices. Vaverse Ihe road,whichever Is yreater,for a privata road,Z3 feet for a reilroad, ro)��ptice required under§77.13(a1(1)lhrough(4)must be subrNtted at and for a waterway or any other traverse way not prev�ously men6oned,an �ast 3D days before fhe ear6er of the following Eates- amouM equal to fhe haigM of the highest mobib objeci that would normally ��date fhe proposed construetion or ake�a6on is to begin. vaverse it,wo�Ad exceed a staneard of parasraah(el(�)or(�d a,is sectioR (4)VJhen roquesled by Ihe fP,1 eny consVtxtion or alteration that would be �Z�The date an apP6cadon for a°°nstru�n pertrdt a m be flled. in an insWment approach area(defined in the Pa�.standards goveming However,a no6ce relating to proposed�onstrudion or alte2tion that a subjact to instrument approach Dro�edures)'and avaAabk infortnation Indicates It might �Gcensing requiremerds of the Federal Communications Act may be seM b exceed a standard ot Subpart C d Cus part the FAA at ihe sart�e time the appiication for eonstrudion�filed with the Federel (�Any eo�truction or atteration on arq of ihe following airports(indudng �D1"�"��O��D�'°�at arry 6me before tt�at fifing. � �Mkairp�rt fhat is avalabla for publie use and is fisted in the AirpoA ��)A proposed siructure or an alte2tion to an existing sUudure thal exeeeds pircciory o(Cx wrre�Airman•s Irdortnetion Marwal or in eithar the Alaske or 2.000 feet in heipht above the ground w�71 be presumed to be a hazard to a'r padfie Airman's Guide a�Chart Suppkment navigation and to resuft in an ineffieient u6Tezation of a'rcspace aM ihe appGcaM (�An auport under consW ction.Ihat is Ihe subjeU ot a noGee or proPOSaI on has the burdan d overcoming that presumption.Each rwfice submiNed undar tlie fik with the Federal Aviation Administration,and aceept for m1'dary airports,It P�"enl Pr°`'csi°^s of this part 77 pmposing a strucWre In excess d 2,DDD teet is clearly ind'�cated that airport will be available for pubiic use. �e ground,or an atteration that wiA make an existing structure ezcead that (�An airpat tlwt's opereted by an armed fwce oi the Urdted States. �9M.must coniain a detaikd showing,�ireGed te meeting this burden.ONy in exceptional cases,where tfie FAA condudes that a Gear and compeiling �p)E�h sponsor who proposes�onsfi+etion a atlention tfiat is the subjed of a Showinp has been made that 8 would not result in an ineffiaent uf�l'¢ation of Uie notice under paragraph(a)of this section and is advised by an FAA regional airspaa and would r�t resuH in a haurd to ai navigation,w71 a detertnina6on d office that a supplemental notice is required shap submit that notice on a no hazard be issued, prescribed fortn to be received by Ihe FM regional otfia at Ieast 48 hours before �d)In the case d an emergen�y InvoMng essential pubC�c services,pubFc fiealtli, the start o(construction or alteration. or pubfic safety thal required immediate eonstruction w atte2tion,the 30 day (�)Each sponsor who undertakes construdion or alferation that Is the sub�ci oi �qW�merd in paragreph(b)of this seetion does not apply and Ihe notiee may be a notice under paregraph(a)of this section shall,within 5 days after that seM by telephw�e,telegraph,or other expe6dious mAans,with an exeated FM eonstruction or alteration reaches its greatest AeighL submit a supplemental Form 7460-1 submitted wdfun five(5)days 8iereafter.Outside nomiai business ro6ce on a prescnbed fortn to the FAA zgional office having jurisdidion wer the hours,emergency noGces by telephone or teleg2ph may be wbmitted to the region a�wHed,i- nearest FAA Fiiaht Service Statiort (t)The eonstrudion or alleration is more than 20D feet abwe the surface ie�d ot xs s�e,or (e)Each person who is required lo notify the Administrator bY Pa�9�Ph Ibl a (2)M FAA regional otfice advises him that submission of the fortn is (e)oi§77.13,or both,shaC send an exeated eopy of FAA Form 7460-2,Notice r�ured d Actual ConsVuction or Atteration.to the Manager,Air Traffic Division,FAA Regional O�ice havrtig jurisd'ation over the area irnobed. ADDRESSES OF THE REGIONAL OFFICES Alaska Regfon Eastem Region Northwest Mountain Region Southvirest Regfon AK DC,DE,MD,NJ,NY,PA,VA,WV C�,ID,MT,OR,UT,WA,WY AR,LA,NM,OK,TX A�skan Regiaw101fice Easkm Regionat Ol�ix NoNwesl Mountain Repional 01Fwe SoutMwest Repional ORrcs Ai Tnt6e Divisior4 AAL-530 Air Traffie Division.AEA-52D Ai Tce6c Di'aio0.MhF52D Air TraBie Division,ASW520 222 WestM Avenue J�p��yyp'yl��rt 7601 Lind Avenue SW 26G1 Meacham BoulevarG AncFqnpe AK 99513 F�ge�b F��g�� Renton WA 9G055a056 Fott WorM TX 76137-0520 T.k 907-2T-SB93 Jamaica.NY 11430 Tel.425227-252C Tek 817-222-5531 Central Re IOII Tet 77&SSi2616 v�,K5,MO NE Great Lakes Region Southem Region Westem Pacific Region Ceroal Regional Oti¢e IL,IN,MI,MN,ND,OH,SD,M ��•MS,NC.PR, HI,CA,NV AZ GU Air Tr�Rt Div'sion,ALE•520 Grcat lakrs Regiorel Ofiu SC T�'�•� Wak�*p+�Regional Office 6p Ea9 12Ih Slree[ Ai TrafBc Divaion,AGL•520 ��em Regionat ORce Air Traffic Division,AVYP-52D Kansx CAy.MO 667D6 2300 Easl Dewn Avenue Air TraRc Div'sion.AS0.520 15DOU Aviafron Boukvard Tst B1N263408 a 3109 Da Pla'vies,d 6D01 8 77D1 Cdumbi�Avenu� Hawtlwme,CA 9026D _ es Collepe PaAc,GA 30337 Tel:374725-6557 Tet BA7-29�-756s New England Region Tat 601•30SS6B5 CT,MP�ME,NH.RI,VT � New Englard Regional Office Ai Tnfic Division,ANE-520 12 NeM Erpland E�cecutive Park Bur6npton,MA D 1 8D35299 Td:787-239-7520 ' FM Form 7460.7(2-99)Supersedes Previous Edition Elec�onic Version(Adobe) NSN:OQ52-00-012-ODD9 INSTRUCTIONS FOR COMPLETING FAA FORM 7460-1 �LEASE TYPE or PR/NT !�'I.Please include the name,address,and phone number of a personal corrtact p�int as well as the company name. ITEM#2.Please include the name,address,and phone number of a personal contad point as well as the company name. • ITEM#3.New Construction would be a structure that has not yet been built Atterati�n is a change to an existing structure such as the addition of a side mounted antenna, a change to the marking and fighting, a change to power and/or frequency, or a change to the height The nature of the afteration shall be included in ITEM #21 "Complet� Description of Proposal". ' Existing would be a correction to the latitude and/or longftude, a correction to the height, or if fifing on an existing sUvcture which has never been studisd by the FAA. The reason for the notice shall be included in ITEM#21 "Complete Description of Proposal". fTEM#4.If Pertnanent,so indicate.If Temporary,such as a crane or drilling derrick,enter the estimated length of time the temporary structure will be up. fTEM#5.Enter the date that construction is expected to start and the date that construction should be c�mpleted. ITEM#6.Please indicate the type of structure. DO NOT LEAVE BLANK ITEM#T.In the event that obstruction marking and(ighting is required, please indicate type desired. If no preference,check"other'and - indipte"no oreference' DO NOT LEAVE BLANK. NOTE:High intensity lighting shal!be used only for strvctures over 500'AGL In the absence of high intensity lighting f�r structures over 500'AGL,marking is also required. ITEM#8. If this is an existing tower that has been registered with the FCC,enter the FCC Antenna Structure Registration number here. ITEM #9. and #10. Latitude and longitude must be geographic coordinates, accurete to within the nearest second or to the nearest hundredth of a second if known. Latitude and longitude derived solely from a hand-held GPS instrument is NOT acceptable. A hand-held GPS is only accurate to within 100 meters(328 feet)95 per cent�f the time. This data,when plotted, should match the sfte depiction submitted under tTEM#20. ITEM#11.NAD 83 is preferred;however,latitude/longitude may be submitted in NAD 27.Also,in some geographic areas where NAD 27 and NAD 83 are not available other datums may be used. It is important to know which datum is used. DO NOT LEAVE BLANK. ITEM#12.Enter the name of the nearest city/state to the site. If the structure is or will be in a city,enter the name of that city/state. ITEM#13.Enter the full name of the nearest public-use(not privafe-use)airport(or heliporf)or military airport(or heliporf)to the site. M#14.Enter the distance fr�m the airport or helipoR listed in#13 to the structure. TEM#15.Enter the direction from the airport or heliport fisted in#13 to the structure. ITEM#16.Enter the site elevation above mean sea level and expressed in whole feet rounded to the nearest foot(e.g. 1 T 3"rounds to 1T, 1T 6"rounds to 18').This data should match the ground contour elevations for site depiction submitted under fTEM#20. ITEM#17.Enter the total structure height above ground level in whole feet rounded to the next highest foot(e.g. 1T 3"rounds to 1B'}. The total structure height shall include anything mounted on top of the structure,such as antennas,obstruction 1'ights, lightning rods,etc. . (TEM#18.Enter the overall height above mean sea level and expressed in whole feeti This will be the total of ITEM#16+ITEM#17. ITEM#19.If an FAA aeronautical study was previously conducted,enter the previous study number. ITEM #20. Enter the relationship of the structure to roads, airports, prominent terrain, existing structures, etc. Attach an 8-1/2" X 11" ��on-reduced ccpy of the aparopriate 7.5 min;�e U.S. Geologi:al S�rvey {USGS) Quadrangle Map r1ARK�J WlT;-t A PP.E�lSE INDICATION OF THE SITE LOCATION.To obtain maps, Contact USGC at 1-800-435-7627 or via lntemet at "http:l/mapping.usgs.gov". If available, attach a copy of a documented site survey with the sunreyor's certification stating the amount of vertical and horizontal accuracy in feet.. ITEM#21. •For transmitting stations,include maximum effective radiated power(ERP)and all frequencies. •For antennas,include the type of antenna and center of radiation(Aftach the anfenna pattem,if available). •For microwave,include azimuth relatnre to true north. • •For overhead wires or transmission lines,include size and configuration of wires and their supporting structures(Attach depiction). •For each pole/support,include coordinates,site elevafion,and structure height above ground level or water. •For buildings,include site orientation,coordinates of each comer,dimensions,and construction materials. •For alterations,explain the alteration thoroughly. •For existing structures,thoroughly explain the reasori for notifying the FAA(e.g. correcSons,no record of previous sfudy, etc.). Filing this information with the FAA does not relieve the sponsor of this construction or alteration from comptying with any other federal,state or local rules or regulations.If you are not sure what other rules or regulations apply to your proposal, contact locallstate aviation and zoning authorities. � Paperwork Reduction Work Act Statement: This information is colleded to evaluate the effect of proposed construction or atteration on air navigation and is not confidential. Providing this informaGon is mandatory for anyone pr�posing constn�ction or alteration that meets or exceeds the criteria contained in 14 CFR,part 77. We estimate that the burden of this collection is an average 19 minutes per response. An agency may not condud or sponsor, and a person is not required to respond to a collection of infortnation unless it displays a currentty valid OMB control number.The OMB control number for this collection is 212D-0001. FAA FOrtn 7460-1 (2-99)Supersedes Previous EdiGon Electronic Version(Adobe) NSN:0052-00-012-OD09 � � � CONSTRUCTION ORGANIZATIONAL CHART � � coNSrnucr��,� �� EMERGENCY CONTACT NUMBERS (TO BE COMPLETED UPON MOBILIZATION ON SITE) NAME POSITION CELL OFFICE Denn Armour General Su erintendent TBD TBD Mike Krickbaum Construction Mana er 303) 883-3281 TBD B an Conway Pro'ect Mana er 303) 725-9490 TBD Jim Wau h Pro'ect Mana er (303)435-8707 TBD TBD Su erintendent TBD TBD � �