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HomeMy WebLinkAbout4440 Tabor StreetOctober 28. 2020 Creekside Communities 6143 South Willow Drive Suite 300 Greenwood Village, Colorado 80111 Attention: Dan Garcia IIII M i C.. 0 A T. D 'CRY w Wheat �aM[_MUNrry UfVHOPMlNTZe APPROVED Reviewed fm Code Comdiance Randy Slusser 10/29/2020 Plans Examiner Date vexer.aroennn: mesawaapamxwoppaaygms,Yrcymmm wtl<wq:xuMv�MMMOe o0/m:el. bm gprwMa/ ay wronon b mY^I,MVroNYau [/Xe �^=+9 cWeoiWMbYbdwwex Mmns w.��o m snv oemmY m.waw emKn eriepm,wa�u �/xi. wuero ttdauobioNMrtne/W fXYfMI mrMKIC Subject: Geotechnical Consultation — Radon Reduction System Clear Creek Terrace Townhomes Project No. DN49,465-120-L2 CTL I Thompson was requested to provide opinions with respect to soil condi- tions at the Clear Creek Terrace Townhomes project. We understand you are construct- ing post -tensioned slab (PTS) concrete foundations that include a passive radon reduc- tion system. The system was designed by others but includes a 10 -mil polyurethane sheet at the base of the slab, but above the soil gas collection pipe. The "box beams" of the PTS foundation are provided with openings between each bay so that soil gas may migrate to the system. We believe the native granular soil (clean to silty sand -gravel - cobble) at Clear Creek Terrace Townhomes qualifies as a gas -permeable layer as de- scribed in Appendix F, 2018 IRC. The soil gas retarder is also discussed in IRC. The design of the system incorporates later addition of a fan to create a negative pressure environment should testing after construction show a need. These, combined with the inherent tightness of concrete cracks should they form in a post -tensioned slab should support good performance of a Radon Reduction System. If you have questions about this letter, please contact me. Sincerely, app L CTL I THOMPSON, INC. David A. Glater, P.E., C.P.G Sr. Principal Geological Engineer dglater(a)ctlthompson.com David Allen Glater Oct 28 2020 3:50 PM DAG/nn Via e-mail: ssundberg(a)creeksidecommunities.com dgarcia(a)creeksidecommunities.com 1971 West 12th Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 CTL I T PROJECT NO. DN49,465-120-L2 EF C�COd� p ��W=tN—dgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: "" I-2-1zo t 9 Project Address: 4j-1 -i O Tv 6o f .ff. , W h caf R: e '(0 Soo 33 Name of Firm/individual submitting documents: Clear Cr-ect-- LLC Project Type/Description: ?-to 0+UL1 Vr, tks w/ 3 ,�g i -uses . S fb+-al Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY Z / /// /( `�F L ��loLi indlcatdd below and do, by my signature b( and approval -of the project indicated above. 4 Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District Valley Water District o Denver Water Agency Notes: , am a duly authorized representative of the agency )wledge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Whcatl icicN[EC[E0'FFD CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 0' / 12- i Z-0 19 Project Address: `'/`19 O 7-. bo .r ,ff. , W h e -f e , C 0 3 0 0 33 Name of Firm/Individual submitting documents: Cl e4r Cre.�it— Tcrr cL c e, LLC Project Type/Description: ,'n91 e e" res; t(e/1 'trc• 4tfkc-VLccj 4-o,..)n In an�S; Zb 0+rLI Vn1 3 1 U Lct:„ it 2S S i-oFul Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY l� am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District &, Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: is conditional *All FSD Standards must be adhered to. Acceptance of the subject development on final approval of plans, extension and easement agreements and any off-site improvements required. All applications, fees, etc. must be completed based on established timi: All previous correspondence must .-be" completed/addressed as well. Signature: r� -_- , <;. `. Date 08/12/19 (Age ncy'Representative) *As District Consulting Engineer v City of Wheat Ridge Site Work Permit PERMIT - 201901858 PERMIT NO: 201901858 ISSUED: 09/26/2019 JOB ADDRESS: 4440 Tabor St EXPIRES: 09/25/2020 JOB DESCRIPTION: Clear Creek Terrace - Site work to include clear/grub, grading and earthwork, 717 if of sanitary main & manholes, 793 if of water main & service, 733 sq ft of retaining walls and PLD pond w/ 587 if HDPE pipe - 2.09 acres total *** CONTACTS *** "OWNER (720)473-7019 CLEAR CREEK TERRACE LLC GC (720)488-1600 BILL LYONS, JR 190054 RIVERSIDE TERRACE, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 520,768.00 FEES Total Valuation 0.00 Plan Review Fee 2,487.91 Use Tax 10,936.13 Permit Fee 3,827.55 Engin. Review Fee 1,200.00 ** TOTAL ** 18,451.59 *** COMMENTS *** *** CONDITIONS *** No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Site Work Permit PERMIT - 201901858 PERMIT NO: 201901858 ISSUED: 09/26/2019 JOB ADDRESS: 4440 Tabor St EXPIRES: 09/25/2020 JOB DESCRIPTION: Clear Creek Terrace - Site work to include clear/grub, grading and earthwork, 717 if of sanitary main & manholes, 793 if of water main & service, 733 sq ft of retaining walls and PLD pond w/ 587 if HDPE pipe 2.09 acres total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of aermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordma ice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat COMMUNITY DEVELOPMENTg� Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aki.wheatridge.co.us FOR OFFICE USE ONLY Date: 3 j Plan/Permit # Jolqo (J lJ Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: yy`lo Tom. 6 0 r Sf. Property Owner (please print): Cleo t- (reek- T race, I -LC Phone: 72-0 '173 7019 Property Owner Email: ssundbe�ra (2- croe-lc. a%' deco nnnrt,u n 11f.e s. Co &A Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Cot"?, S . W ; 0 o „�t lir, ,She 30 a City, State, Zip: � re_e n w o c'j y► S© (k k Architect/Engineer: bcw be,rrcl l S3 CCI - Se V1 0,r (<� Architect/Engineer E-mail: dbarre.At"fle @ dew 6er2�f, co,'A Phone: 7X -38(.o -113t7 Contractor Name: Z; ,rQ rS i de Te mace City of Wheat Ridge License #: / 9O o s - y Phone: 7Z -O - 97 3 - 7019 Contractor E-mail Address: Same as A-Nooye For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Saw o_ as bzoy e- Phone: CONTACT EMAIL(p/ease print): ri Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL [RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. S,' -k. Wo[U- Pe-cnA� k: ©ns; {-e vJor r._ +c, nc1 ele 2,O9 Acres o-� Clea rub, g,raCA artcl eo,r4-hwor'LF o4�' S„n� f-uri Vic`'n McLAholeS, ry -793 cF OF v\tcL+cr r�a.'n & �Serv,'ce , ,v 7 33 5 F o -F r� 4c,� n ;.�_) j, 1 5 , anca PLA pond w/~SS 7 L F fl,( PC P.'F e- (E„cJOSedl� Sq. FULF See A-6 o �rL BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) lrONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name) _r DATE: 7/ t' ?A 1 q i Printed Name: AeQY\DiN &nclb” DEPARTMENT USE ONLY ZONING COMMMENTS: Zee I TV -P C'���� Reviewer. BUILDING DEPARTMENT COMMENTS: Re ewer: aj `mac_ n71 om._ e{-7,. 1 P BLIC WORKS COMMEN : Reviewer: 4'-Ol eLJ&-p - ?19112d /cf OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of W heat�idge PUBLIC WORKS Date: Location: COMMERCIAL/MULTI-FAMILY BUILDING PERMIT APPLICA TION RE VIEW ATTENTION: BUILDING DEPARTMENT , I have reviewed the submitted application documents to construct a''` located at the above referenced address. Please note the comments checked below. 3. JCS 4. JcJ Site Survey: L✓ OK Not OK; refer to stipulations. Drainage: a. Final Drainage Report and Plan required t. -'Yes b. Drainage Letter and Plan required Yes C. Site drainage/grading have been reviewed and are: t, -OK CDPS Permit & SWMP Approved: \,--Yes No Public Improvements to be completed: No L ---No Not OK; see stipulations N/A a. street paving/patching: --'Yes No b. curb & gutter/drivecut: ✓I es No C. sidewalk: _j__, -Yes No d. standard street lights: Yes ----No e. pedestrian lights: ---Yes No f. storm sewer: ✓Yes No g. Letter of Credit (LOC) required: A ---Yes No h. Funds in lieu of construction: Yes If LOC funds in lieu for improvements? 1___N_0_ _. an or of are required, what et Amount of the LOC or funds: $ (6' `7' / �z 1 . 5..I 41 SIA/PIA required: Yes No 6. J Traffic impact analysis required & approved: Yes L_ o 7. J j Street Access Permit required: Yes L --No If yes, was it approved by the Director of Public Works? Yes No 8. J Does all existing roadway/alley R.O.W. meet theta tdaards of it Yes ✓No If not, what is required: If R.O.W. is required, has the deed been received? Yes No (See Note below) �^ NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupaiiroy. 9. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to -tie stated or attached stipulations. tot Signatu r Jefferies, P.E. Date 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature Jordan Jefferies, P.E. Date Stipulations: NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 06/2013 City of V`IheatR:ige PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: % 7 Z®� / ADDRESS: 7� 1� 0 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2868. Sincerely, Jordan Jefferies, P.E. Development Review Engineer CC: File N w�N.ci.wheatridge.co.us Rev 2/08 F City of Wheat -Midge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: y Location of Construction: -1 % l l 4 Purpose of Construction: 7-o "---A Single Family Commercial Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Multi -Family $ /Go, ` ,:�i CommerciaUMulti-Family Review Fees: (Fees include reviews of the 11 and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ . • Traffic Impact Study Review Fee: .................................................... $600.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ Z 0 C) - • Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ _Z C, CD • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ U c7 • d CD ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 31 submittal ('/Z initial review fee): .................................................... $300.00 $ 4th submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): Z 06 � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 09/18 OPINION OF PROBABLE COSTS CLEAR CREEK TERRACE TOWNHOMES Engineers Cost Estimate Prepared: AKM Project: ONSITE IMPROVEMENTS Job No: 92300020 Date: 8/05/2019 Item No. Items Quantity Unit Unit Cost Total Cost STORM 1 10" HDPE 220 LF $ 30.00 $ 6,600.00 2 12" HDPE 83 LF $ 45.00 $ 3,735.00 3 15" HDPE 74 LF $ 70.00 $ 5,180.00 4 18" HDPE 210 LF $ 90.00 $ 18,900.00 5 8" Dome Grate w/ 8" Drain Basin 1 EA $ 900.00 $ 900.00 5 10" Dome Grate w/ 10" Drain Basin 5 EA $ 950.00 $ 4,750.00 6 12" Dome Grate w/ 12" Drain Basin 2 EA $ 1,000.00 $ 2,000.00 7 15" Dome Grate w/ 15" Drain Basin 1 EA $ 1,100.00 $ 1,100.00 8 18" Dome Grate w/ 18" Drain Basin 2 EA $ 1,200.00 $ 2,400.00 9 24" Dome Grate w/ 24" Drain Basin 1 EA $ 1,800.00 $ 1,800.00 STORM SUBTOTAL $ 47,365.00 SANITARY 1 Connect to Existing Sanitary Line 1 EA $ 2,332.00 $ 2,332.00 2 8" PVC 835 LF $ 55.00 $ 45,925.00 3 4' Diameter Manhole (12'-18' Depth) 7 EA $ 4,000.00 $ 28,000.00 4 4" Sanitary Sewer Service 26 EA $ 750.00 $ 19,500.00 5 Air Test, Jet & Camera Sewer 1 LF $ 3.00 $ 3.00 SANITARY SUBTOTAL $ 95,760.00 WATER 1 Wet Tap Connection to Existing 20" Water Line 1 EA $ 2,320.00 $ 2,320.00 2 6" Water Main (C900 PVC) 447 LF $ 35.00 $ 15,645.00 3 1.5" Water Main (Type K Copper) 346 LF $ 45.00 $ 15,570.00 4 6" Gate Valve with Box 5 EA $ 1,375.00 $ 6,875.00 5 6" Bends With Thrust Block 1 EA $ 300.00 $ 300.00 6 6" Tees With Thrust Block i EA $ 325.00 $ 325.00 7 3/4" Water Service with Meter Pit 26 EA $ 1,600.00 $ 41,600.00 8 Fire Hydrant Assembly With 6" Gate Valve & 8"x6" Tee 1 EA $ 6,185.00 $ 6,185.00 9 6" DIP 15 LF $ 40.00 $ 600.00 10 Curb Stop 4 EA $ 225.00 $ 900.00 11 2" Blow Off 1 EA $ 1,120.00 $ 1,120.00 12 Water Line Lowerings 3 EA $ 3,380.00 $ 10,140.00 13 Flush, Fill & Pressure Test 447 LF $ 1.25 $ 558.75 WATER SUBTOTAL $ 102,138.75 ASPHALT AND CONCRETE PAVING 1 Asphalt Pavement- 4.0" Bottom Lift HBP/ 2" Top Lift HBP 2,227 SY $ 33.75 $ 75,157.50 ASPHALT AND CONCRETE PAVING SUBTOTAL $ 75,157.50 CLEAR CREEK TERRACE TOWNHOMES Engineers Cost Estimate 8/5/2019 3:35 PM OPINION OF PROBABLE COSTS CLEAR CREEK TERRACE TOWNHOMES Engineers Cost Estimate Prepared: AKM Project: ONSITE IMPROVEMENTS Job No: 92300020 Date: 8/05/2019 Item No. Items Quantity Unit Unit Cost Total Cost RETAINING WALLS 1 Retaining Wall, Modular Block 733 SF -Face $ 22.00 $ 16,126.00 RETAINING WALLS SUBTOTAL $ 16,126.00 CONCRETE FLATWORK 1 Concrete Subgrade Prep 10,478 SF $ 0.35 $ 3,667.30 2 Sidewalk Chase 5 EA $ 300.00 $ 1,500.00 3 Vertical Curb w/ 2' Pan 733 LF $ 15.75 $ 11,544.75 4 Spill Vertical Curb w/ 1' Pan 175 LF $ 15.25 $ 2,668.75 5 6" Curb Head 4 LF $ 28.00 $ 98.00 6 6" Concrete Driveways and CDOT Driveway Entrance 305 SY $ 58.23 $ 17,753.68 7 Curb Ramps -Type 1 3 EA $ 2,500.00 $ 7,500.00 8 Curb Ramps -Type 2 2 EA $ 2,500.00 $ 5,000.00 9 2' Concrete Pan 280 LF $ 15.50 $ 4,340.00 10 5' Wide Sidewalk - 6" THK 564 SY $ 48.42 $ 27,325.02 CONCRETE FLATWORK SUBTOTAL $ 81,397.50 SIGN, STRIPING, AND TRAFFIC CONTROL 1 R1-1 Stop Sign 5 EA $ 500.00 $ 2,500.00 2 87-1 No Parking Fire Lane 1 EA $ 225.00 $ 225.00 3 R7 -1-L No Parking Fire Lane 6 EA $ 225.00 $ 1,350.00 4 R7 -1-R No Parking Fire Lane 6 EA $ 225.00 $ 1,350.00 5 R7 -8A Van Accessible Parking 1 EA $ 225.00 $ 225.00 6 OM4-3 Red Warning Sign 6 EA $ 225.00 $ 1,350.00 7 ADA Painted Marker and Zone Striping 1 EA $ 750.00 $ 750.00 8 Striping -4" Solid White, Painted 179 LF $ 1.70 $ 304.30 SIGN, STRIPE, AND TRAFFIC CONTROL SUBTOTAL $ 8,054.30 LIGHTING 1 Site Light -12' 3000k LED Ornamental Light on Steel Pole 4 EA $ 5,000.00 $ 20,000.00 2 Path Lights (30" SW LED) 7 EA $ 750.00 $ 5,250.00 LIGHTING SUBTOTAL $ 25,250.00 POROUS LANDSCAPE DETENTION AND RETAINING WALLS 1 Wooden Fence - Horizontal Rail 283 LF $ 24.00 $ 6,792.00 2 Concrete Wall 131 CY $ 450.00 $ 58,825.00 3 6" BioLite Filtration and Growing Media 61 CY $ 50.00 $ 3,062.04 4 Type L Soil Riprap 6 CY $ 140.00 $ 840.00 POROUS LANDSCAPE DETENTION AND RETAINING WALLS SUBTOTAL $ 69,519.04 TOTAL CLEAR CREEK TERRACE TOWNHOMES Engineers Cost Estimate 8/5/2019 3:35 PM OPINION OF PROBABLE COSTS CLEAR CREEK TERRACE TOWNHOMES Engineers Cost Estimate Prepared: AKM Project: ONSITE IMPROVEMENTS Job No: 92300020 Date: 8/05/2019 Item No. Items Quantity Unit Unit Cost Total Cost SUBTOTAL $ 520,768.09 TOTAL ONSITE CONSTRUCTION COST $ 520,768.09 TOTAL ONSITE IMPROVEMENT COST $ 520,768 o\°`�c�Q�� • REc,Sj''��, OHO P BAR�F?+F�o o47,54 0,�•. 08/05/2019; S � O �0NiA U CLEAR CREEK TERRACE TOWNHOMES 8/5/2019 Engineers Cost Estimate 3:35 PM Stephen Sundberg From: Randy Slusser [rslusser@ci.wheatridge.co.us] Sent: Tuesday, September 17, 2019 2:45 PM To: Stephen Sundberg Cc: Kimberly Cook; Dina Kemp Subject: RE: Site Work Permit for Clear Creek Terrace (AND RST) Stephen, Thank you. Please bring in (2) hard copies for review. If the Details are hard to read on a 11x17, we may need larger sets. Randy Slusser, CBO Chief Building Official Building Division Office Phone: 303-235-2803 i tivl,��<c1 rcl�c• From: Stephen Sundberg<ssundberg@creeksidecommunities.com> Sent: Tuesday, September 17, 2019 2:40 PM To: Randy Slusser <rslusser@ci.wheatridge.co.us> CGT J S12 -s -r Cc: Kimberly Cook <kcook@ci.wheatridge.co.us>; Dina Kemp <dkemp@ci.wheatridge.co.us> Subject: RE: Site Work Permit for Clear Creek Terrace (AND RST) Ranch Per our coordination, please find attached the amendment application as well as the site lighting design and approved photometric for RST. CCT will be by the end of this week and I will forward over. This should be all you need, but If am missing anything don't hesitate to ask. Also confirm if you would like me to deliver hard copies. Thanks! Stephen C. Sundberg, E.I. Development Manager Creekside Homes, LLC 6143 S. Willow Dr., #300 Greenwood Village, CO 80111 D: 720-473-7019 F:720-488-1601 ssundberg@creeksidecommunities.com From: Randy Slusser[maiIto: rslusserCcbci.wheatridge.co. us] Sent: Wednesday, September 11, 2019 11:15 AM To: Stephen Sundberg Cc: Kimberly Cook; Dina Kemp Subject: RE: Site Work Permit for Clear Creek Terrace Stephen, That sounds good for Clear Creek. For Riverside, all you will need is to submit 2 copies of the electrical for review and to include in the approved sets. Please fill out the permit amendment /form attached and bring in. Randy Slusser, CBO J Chief Building Official Building Division Office Phone: 303-235-2803 110 W hL-at R'kl�,:ANINNOW From: Stephen Sundberg<ssundberg@creeksidecommunities.com> Sent: Wednesday, September 11, 2019 8:16 AM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: RE: Site Work Permit for Clear Creek Terrace Randy, Yes I will have Riverside first, by Friday at the latest. I believe fees were paid on the site lighting in the site work permit., so is itjust updating the current permit or a new one to pull? I would then expect Clear Creek by next Wednesday. If you want to hold on the site work permit review we can get that by then and button it all up at once. Let me know! Thanks! Stephen C. Sundberg, E.I. Development Manager Creekside Homes, LLC 6143 S. Willow Dr., #300 Greenwood Village, CO 80111 D: 720-473-7019 F:720-488-1601 ssundbere@creeksidecommunities.com From: Randy Slusser[ma iIto: rslusser(abci.wheatridge.co. us] Sent: Monday, September 09, 2019 1:21 PM To: Stephen Sundberg Subject: Site Work Permit for Clear Creek Terrace Hi Stephen, /f car No t4,,��d� -� c ✓ � U��r �pvr � r� Will you be able to include the electrical sheets for the site work permit? I know we deferred for Riverside, just checking to see what you want to do on this one. ""' a City of ��' Wheat COMIAVINOW DtvEtOhII APPROVE Reviewed for Code G PlOns L c ,. - "f' Jidity aT permit The nsuosrc Df o Armor o �.'d romputnbcm sholl not be a pemlit for, o a" of the prav,sions of the Duiiding code or c presuming to give authority to violoft 0 cam fne pI- w 9m codes or other ordinances of the City $MR not Et wdd- SITE ELECTRICAL PLAN 20' 0 10' 20' b' N SCALE: 1"=20' ROUND STRAIGHT STEEL POLE BLACK FINISH DESIGNED TO WITHSTAND A MIN. 80 MPH WIND i WITH 1.3 GUST FACTOR f` HAND HOLE ANCHOR BOLTS. PROVIDED BOND GROUND WIRE BY E.C., INSTALLED BY G.C. TO METAL REBAR 404 REBARS WITH 104 "REBAR TIES AT 2 24" DIA. CONCRETE 3/4" CONDUIT IN ANO O.C.BASE BY GENERAL OUTWITHIT WIRE DISTRIBUTION 2 FT. BELOW CIRGRADE MIN. CONTRACTOR MAL POLE MOUNTED FIXTURES INSTALLATION DETAIL iPl' s"D FOR FIXTURE "SA" IN OF NO SCALE VTROLLER iP1-4 NOTES ON FEEDER SIZE: O 2 012 THWN CU, 1112G - 3/4"C NOTE ON LIGHTING CONTROLS: ALL SITE LIGHTS ON THIS PLAN SHALL BE PHOTO CELL CONTROLLED AND OPERATE DUSK UNTIL DOWN. CENTRALIZED PHOTO CELL IS A PART OF THE LIGHTING CONTROL METERING PEDESTAL. MINIMUM BURML DEPTH FOR CIRCUIT WIRING IN NON-METALLIC CONDUIT 18 INCHES LANDSCAPE AREAS 24 INCHES E i UNDER DRNWAYS OR PARKING. D" �Ws ZZ`Z of �Qa L7 O V Uj P w LLIJ o1 ozo n; ZQz w "= Q WV—W E� . uio W U Q O Wzo ~ O U W — LU J p W UU= Q w J U rmErr ro m � r�SITE ELECTRICAL PLAN E-1 LIGHTING CONTACTOR IN — NEMA 3R ENCLOSURE RUN SITE LIGHTING CIRCUITS THRU CONTACTOR TO BE CONTROLLED BY THE CENTRALIZED PHOTO CELL MOUNTED TO THIS PEDESTAL PHOTO CELL 3 p4 THWN CU, IA8G - 1 1/4"C XCEL ENERGY METER - 100 KVA PAD MOUNTED XCEL ENERGY XCEL ENERGY TRANSFORMER PEDESTAL P20 120/24OV, 1 PH., 3 W METER/POWER PEDESTAL. 200A, NEMA 3R, 120/24OV, 1 PH, 3 -WIRE PER XCEL ENERGY STANDARDS. SEE DETAILS ON THIS SHEET. LOAD CENTER 'HPI' WITH 60A/2P MAIN BREAKER $61 cu I (1) p6 CU (1/2'C) TO GROUND ROD 60 AMP, 2P + S.N. NEMA 3R SWITCH, 60 AMP FRN -R FUSES ONE LINE DIAGRAM - LIGHTING CONTROL CENTER FAULT CURRENT CALCULATIONS: MAXIMUM AVAILABLE FAULT CURRENT AT THE SECONDARY OF 100 KVA PAD MOUNTED 120/240 VOLT, 1 PH, 3 W XCEL ENERGY TRANSFORMER 15 29,600 AMP, RMS. FAULT CURRENT AT THE DISTRIBUTION PEDESTAL P20: L = 123 FT, C = 17,635 (1 RUN OF /350 AL CABLE) NM f 2 xLzlsc f= 2x 123 x 29,600 =172 C x EI -I 17,635 x 240 R1 - 1+T m --�,1 - 0.37 Isc AT PEDESTAL - 29,600 AMP x 0.37 - 10,952 FAULT CURRENT AT THE METER/POWER PEDESTAL AND PANEL "HPI": L 10 FT, C - 2,966 (1RUN OF 13 AL CABLE) NM f 2 xLxIsc f= 2 x10 z 10,952 0.31 C z EI -I 2.966 x 240 IR = l+f m --1 + 0.31 = 0.76 Isc AT METER PEDESTAL = 10.952 AMP z 076 = 8.324 AMP ALL CIRCUIT BREAKERS IN PANEL "HPl" SHALL BE FULLY RATED 10,000 AIC. LAI9IIAL DILL WYU GUNUUGIUn INSTALL 36' BELOW FINISHED GRADE LIGHTING CONTROL PEDESTAL CABINET DETAIL CABINET COMPONENT LIST OA FULLY HINGED METER/TEST SECTION LOCKABLE COVER WITH HOLD OPEN ARM TO KEEP COVER FROM BLOWING SHUT. COMBINATION ALL -IN -ONE COMMERCIAL METER POWER PEDESTAL IN NEMA 3R 1/8" ALUMINUM CONSTRUCTION TYPE 5052-H32, WITH 2 SCREENED AND GASKETED VENTS. DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE), STAINLESS STEEL VAULT HANDLES. PADLOCKABLE METER DOOR WITH BEST CX LOCK ON DISTRIBUTION DOOR, POLISHED WIRE GLASS WINDOW IN METER DOOR. PROVIDE WITH CLOSED CELL NEOPRENE GASKET, CARD HOLDER. FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE. QB UTILITY METER INSIDE NEMA 3R ENCLOSURE METER SHALL HAVE LEVER BYPASS AND INTERNAL LOCKING TAB ON METER COVER. METER BASE PER XCEL ENERGY REQUIREMENTS. © Ism MAINTENANCE RECEPTACLE FLUSH MOUNTED IN PANEL DEAD FRONT INSIDE OF THE NEMA 3R ENCLOSURE. QD CONTACTOR QE UTILITY TERMINATION LANDING LUGS. QF LOAD CENTER 'LP14' OR "LP15' WITH SERVICE MAIN AND BRANCH BREAKERS. PROVIDE PANEL SCHEDULE FOR BREAKERS IN POCKET ON HINGED DOOR. © PROVIDE NEUTRAL TO GROUND BONDING JUMPER. QH LIFT OFF SERVICE COVER WITH PAD LOCK HASP. OI CABINET GROUND BOND #6 BARE COPPER CONDUCTOR. JQ NEMA 3R 120V PHOTOELECTRIC CONTROL WITH 3 -PRONG TWIST -LOCK RECEPTACLE BASE WIRED THROUGH THE H.O.A. SWITCH. THE PHOTOELECTRIC CONTROL SHALL BE MOUNTED ON THE NORTH SIDE ON ENCLOSURE TO MINIMIZE THE SUN'S INTERFERENCE. QK REINFORCED CONCRETE (CLASS B) FOUNDATION. EDGE OF CONCRETE TO EXTEND 6" MAXIMUM ABOVE GRADE, 3/4" CHAMFER ALL EXPOSED EDGES, 3" MINIMUM (6' MAXIMUM) OVERLAP BEYOND EDGE OF CABINET ON ALL SIDES. PLACE SILICON SEAL BETWEEN THE CABINET FOUNDATION AND CABINET. © (2) 3/4' X 8'-0" L9. COPPER CLAD DRIVEN GROUND RODS. EXOTHERMIC WELD OR UNDERGROUND RATED LUG CONNECT CONDUCTOR TO GROUND ROD. IS T -HANDLE, PULL-OUT FUSE HOLDER WITH FRN -R FUSES, METER DISCONNECT FOR METER PROTECTION - COLD SEQUENCE METER, WEATHERPROOF COVER WITH TAB LOCKABLE. LIGHTING FIXTURE SCHEDULE ITEM MANUFACTURER CAT. NO. LAMPS WATT DESCRIPTION Panty Infcamat. OSXILED-40C-530- LITHONIA 3pp0K LED SINGLE HEAD FULL CUT OFF POLE LIGHT ON 12 FT. SQUARE POLE 54 SAI 30K-T3M-MVOLT-HS -RPA-PNMM03 7,660 LUMENS TYPE III OPTICS, HOUSE SIOE SHIELD, AUTOMATIC DIMMING AFTER MID -NIGHT SURFACE D DSXOLED-20C-530- 3000K LED SINGLE HEAD FULL CUT OFF POLE LIGHT ON 10 FT. SQUARE POLE SA2 UTHONIA 30K -T3 VOE T- 7,660 LUMENS 54 TYPE III SHORT OPTICS, AUTOMATIC DIMMING AFTER MID-NIGHT 10,000 -RPAM NMTDD SB HINKLEY LIGHTING 15601 -BZ -LED 2700K LEO 5 ROUND OUTDOOR FULL CLT OFF PATHWAY LIGHT _oad Bkr P'�, Ph;?hI P Bb sad Oexrptor+ Cotle'.New CM 385 LUMENS LIGHTING CONTACTOR IN — NEMA 3R ENCLOSURE RUN SITE LIGHTING CIRCUITS THRU CONTACTOR TO BE CONTROLLED BY THE CENTRALIZED PHOTO CELL MOUNTED TO THIS PEDESTAL PHOTO CELL 3 p4 THWN CU, IA8G - 1 1/4"C XCEL ENERGY METER - 100 KVA PAD MOUNTED XCEL ENERGY XCEL ENERGY TRANSFORMER PEDESTAL P20 120/24OV, 1 PH., 3 W METER/POWER PEDESTAL. 200A, NEMA 3R, 120/24OV, 1 PH, 3 -WIRE PER XCEL ENERGY STANDARDS. SEE DETAILS ON THIS SHEET. LOAD CENTER 'HPI' WITH 60A/2P MAIN BREAKER $61 cu I (1) p6 CU (1/2'C) TO GROUND ROD 60 AMP, 2P + S.N. NEMA 3R SWITCH, 60 AMP FRN -R FUSES ONE LINE DIAGRAM - LIGHTING CONTROL CENTER FAULT CURRENT CALCULATIONS: MAXIMUM AVAILABLE FAULT CURRENT AT THE SECONDARY OF 100 KVA PAD MOUNTED 120/240 VOLT, 1 PH, 3 W XCEL ENERGY TRANSFORMER 15 29,600 AMP, RMS. FAULT CURRENT AT THE DISTRIBUTION PEDESTAL P20: L = 123 FT, C = 17,635 (1 RUN OF /350 AL CABLE) NM f 2 xLzlsc f= 2x 123 x 29,600 =172 C x EI -I 17,635 x 240 R1 - 1+T m --�,1 - 0.37 Isc AT PEDESTAL - 29,600 AMP x 0.37 - 10,952 FAULT CURRENT AT THE METER/POWER PEDESTAL AND PANEL "HPI": L 10 FT, C - 2,966 (1RUN OF 13 AL CABLE) NM f 2 xLxIsc f= 2 x10 z 10,952 0.31 C z EI -I 2.966 x 240 IR = l+f m --1 + 0.31 = 0.76 Isc AT METER PEDESTAL = 10.952 AMP z 076 = 8.324 AMP ALL CIRCUIT BREAKERS IN PANEL "HPl" SHALL BE FULLY RATED 10,000 AIC. LAI9IIAL DILL WYU GUNUUGIUn INSTALL 36' BELOW FINISHED GRADE LIGHTING CONTROL PEDESTAL CABINET DETAIL CABINET COMPONENT LIST OA FULLY HINGED METER/TEST SECTION LOCKABLE COVER WITH HOLD OPEN ARM TO KEEP COVER FROM BLOWING SHUT. COMBINATION ALL -IN -ONE COMMERCIAL METER POWER PEDESTAL IN NEMA 3R 1/8" ALUMINUM CONSTRUCTION TYPE 5052-H32, WITH 2 SCREENED AND GASKETED VENTS. DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE), STAINLESS STEEL VAULT HANDLES. PADLOCKABLE METER DOOR WITH BEST CX LOCK ON DISTRIBUTION DOOR, POLISHED WIRE GLASS WINDOW IN METER DOOR. PROVIDE WITH CLOSED CELL NEOPRENE GASKET, CARD HOLDER. FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE. QB UTILITY METER INSIDE NEMA 3R ENCLOSURE METER SHALL HAVE LEVER BYPASS AND INTERNAL LOCKING TAB ON METER COVER. METER BASE PER XCEL ENERGY REQUIREMENTS. © Ism MAINTENANCE RECEPTACLE FLUSH MOUNTED IN PANEL DEAD FRONT INSIDE OF THE NEMA 3R ENCLOSURE. QD CONTACTOR QE UTILITY TERMINATION LANDING LUGS. QF LOAD CENTER 'LP14' OR "LP15' WITH SERVICE MAIN AND BRANCH BREAKERS. PROVIDE PANEL SCHEDULE FOR BREAKERS IN POCKET ON HINGED DOOR. © PROVIDE NEUTRAL TO GROUND BONDING JUMPER. QH LIFT OFF SERVICE COVER WITH PAD LOCK HASP. OI CABINET GROUND BOND #6 BARE COPPER CONDUCTOR. JQ NEMA 3R 120V PHOTOELECTRIC CONTROL WITH 3 -PRONG TWIST -LOCK RECEPTACLE BASE WIRED THROUGH THE H.O.A. SWITCH. THE PHOTOELECTRIC CONTROL SHALL BE MOUNTED ON THE NORTH SIDE ON ENCLOSURE TO MINIMIZE THE SUN'S INTERFERENCE. QK REINFORCED CONCRETE (CLASS B) FOUNDATION. EDGE OF CONCRETE TO EXTEND 6" MAXIMUM ABOVE GRADE, 3/4" CHAMFER ALL EXPOSED EDGES, 3" MINIMUM (6' MAXIMUM) OVERLAP BEYOND EDGE OF CABINET ON ALL SIDES. PLACE SILICON SEAL BETWEEN THE CABINET FOUNDATION AND CABINET. © (2) 3/4' X 8'-0" L9. COPPER CLAD DRIVEN GROUND RODS. EXOTHERMIC WELD OR UNDERGROUND RATED LUG CONNECT CONDUCTOR TO GROUND ROD. IS T -HANDLE, PULL-OUT FUSE HOLDER WITH FRN -R FUSES, METER DISCONNECT FOR METER PROTECTION - COLD SEQUENCE METER, WEATHERPROOF COVER WITH TAB LOCKABLE. NOTES 1. CONTRACTOR SHALL USE CABINET MANUFACTURER'S REQUIREMENTS TO ASSURE PROPER FIT OF CABINET ON BASE WITH RESPECT TO CONDUIT PLACEMENT. 2. COORDINATE WITH XCEL ENERGY REGARDING THE SERVICE CONNECTION. 3. ALL INSTALLATIONS MUST BE PER 2017 N.E.C. AND IN COMPLIANCE WITH XCEL ENERGY REQUIREMENTS. r-;,xy 0% OX1169® re J`SlOo . g W U Q ry 0 LL p W Z ry O J = 0 W(DLd � WJp W � Q U W >_ Q W J U mar•rc baa oalala 6 ONE LINE DIAGRAM SCHEDULES E-2 PANEL'HP1' NEMLiR Mantn9 nAeC+od Paml Sb6a Panty Infcamat. RELOCATED V91. 2401120 &m Rang 100 AMP SURFACE D NEW Ph— 1 Man Breaker. 60AaP FLUSH ❑ EXISTING W. 3.0 Patna. 10,000 Feeder 3/3AL Feed Frye TRANSFORMER Ck',N Code Deccri tion _oad Bkr P'�, Ph;?hI P Bb sad Oexrptor+ Cotle'.New CM N KR VA �', A B VA 2K e 1 1 STREET POLE LIGHTS ' 162 2J 1 • 1 20 180 'GFI RECEPTACLE 1 2 3 1 SCLLARD LIGHTS' 3D 20 20 200 IRRIGATION CONTROLLER 6- 5 1 POLE LIGHT SOJTH ' S3 20 ''. 1 • 'SPACE 1Y_ 9 6 CONTACTOR __. - ._— _ SPACE -- _---_ _... 100 ..__ _•�' • :..SPACE _._ <-- SPACE _ -_—_—.-. - ._ --__ 10 1_ (SPACE _t..._ i•~—' __ - SPACE - -- '. __ 1^ -- 13SPACE .._ 15 _-t'- _.. _._._ SPACE I _.. _._._ - .SPACE _ I _._-_ -SPACE 11 16 17' (SPACE Y1- SPACE 18 C"D•x "_ Loatl VA Dem Load Summary 1 L9htn0 246 1251 Per Ph— ^ R­ uP ro 10.000 160 100% PhA 396 VA Rec over 10,000 504. Ph B 330 VA 3 MOA+ 100'+5 L.W. Mda 1254: Hxbr 125> Conneotetl 726 VA 5Kb 100T Coda Dam 766 VA 6 Olher 300 10pT 7 Sub Para) 10095 Cod• 0-- 3.28 Amps NOTES 1. CONTRACTOR SHALL USE CABINET MANUFACTURER'S REQUIREMENTS TO ASSURE PROPER FIT OF CABINET ON BASE WITH RESPECT TO CONDUIT PLACEMENT. 2. COORDINATE WITH XCEL ENERGY REGARDING THE SERVICE CONNECTION. 3. ALL INSTALLATIONS MUST BE PER 2017 N.E.C. AND IN COMPLIANCE WITH XCEL ENERGY REQUIREMENTS. r-;,xy 0% OX1169® re J`SlOo . g W U Q ry 0 LL p W Z ry O J = 0 W(DLd � WJp W � Q U W >_ Q W J U mar•rc baa oalala 6 ONE LINE DIAGRAM SCHEDULES E-2 PEDESTAL L 'SLP' -R PEDESTRIAN ENERGY TYPICAL STREET UGHT `SL S TYPNOI. PULL 80X ! sRUAo sF .-. i 6RgDf WWW -z l,� o0 —Z = 7 U c Lu O U - "' IwI N NEESR WJ° @3 �v l7Z° O . L a ZO2 J `v LL1u- W w J p Lu EN W l J C� �`�� i, U SL 03 I 5 IT I ;77- TYPICAL STREET PER C"S OF UGHTWHEAT li WHEAT RIDCE STANDARDS. � C ISI A _ -- -- -- -- -- --- -- — 22 ;I _ II A NOTES ON FEEDER SIZE: / - - -- O z /12 rHWN cu. 1p12c - 3/4'c _ ---- --------- LIGHTING CONTROL NOTES: ALL STREET UGHTS TO BE TURNED ON AND OFF BY CENTRALv PHOTO CELL ON METERING PEDESTAL.��/�1 V _-- MINIMUM BUR- DEPTH FOR CIRCUR WIRING _ _ _ -_-_ 1 IN NON–METALLIC CONDUIT IS: -- — 18 INCHES IN LANDSCAPE, 24 INCHES _-- UNDER DRIVEWAYS OR—KAING. ID{ 23 24 25 26 G IJI Full rr r n STREET LIGHTING ELECTRICAL PLAN m o m zo Aa SCALE: 1"=20' LIGHTING FIXTURE SCHEDULE l ITEMNO MANUFACTURER CAT. NO. LAMPS MT. HT DESCRIPTION HEAD: CY11T4B-2– SOW, 3000N LED CTY OF WHEAT RIDGE STANDARD PEDESTRIAN POST TOP LIGHT WITH GR SL 3 MOUNTAIN STATES 50W-3K-240–PC–BK 5,714 LUMENS 12 RECEPTACLE. TYPE II OPTICS. INCLUDES A VANDAL PROOF 16' DIA. X 19' GFl: TAYMAC ML4000 TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FR HIGH DENSITY POLE: /12RSA-4.5– I ELASTOMER. vfRsv,Foa%xr,wo nsTreeuna, Trsf cFn.Ke or,braa R UJft_=% fECe'➢lnC1E Nttnv4%C LLKIXa m usF:�nT,Eiarxzarco-m WTSGe CeuE,fR u' VW1,M'aNE95 ,1'M1iIY IMTERVL%lUlffiAl.1 tYYE ARnflnSRl£RECITCOt'FP cwT.,msrasr .cn lfnmc avrcR.ur4+L.RK RGLIOCJ IS A\4D.4PRMF LiYJ RWTILICXLM1'MI$T1F fMY Cl FJt LtHL CF ), tbFP.RA,9BE,tY BA3TdIEA) LOC4TED &3i,DGEC.MATI`.£ f. S£ GRbJtDBttTIA'ATA AcriCiSSF LXAlL1.1IX£atiisti R L G y�R.�4RTo«� ,dMoM, t TN+IsM x�manb wN w.AW vMy wMn W1 r.,y„�e.'r ommlmeaa xl u>na6w. r Rnwv,aLF =.n sRUAo sF .-. i 6RgDf WWW -z f _ I. 4 — — NICNOR f'XTS o0 —Z = 7 U c Lu U - "' IwI N NEESR WJ° Q o0 �v l7Z° O . L a ZO2 J `v LL1u- W w J p Lu EN Rnwv,aLF =.n sRUAo sF .-. i 6RgDf f _ I. 4 — — NICNOR f'XTS j. To (IN-Q�tE^ATL: oFr a�nR - -- sem, RVC SaM A0 ewry oFRr� w.cm U - "' IwI N NEESR Q R,I1%TIES STREET LIGHTING POLE FOUNDATION O . L LG. w J p Lu W Uc/)= W U G11Y of �Nh�O`� R1d9g �' ait19 STREET LIGHTING EELLEECTRICAL ES -1 PHOTO CELL 3 /4 THWN CU, 11/86 - 1 1/4"C XCEL ENERGY METER - 100 KVA PAD MOUNTED— XCEL ENERGY TRANSFORMER 120/24OV, 1 PH., 3 W T METER/POWER PEDESTAL. 200A, NEMA 3R, 120/24OV, 1 PH, 3 -WIRE PER XCEL ENERGY STANDARDS. SEE DETAILS ON THIS SHEET. SLP 60A/2P MAIN C/B (1) 06 CU TO ROUND (ROD"C) (1/2"C) TO GROUND — ROD 0 AMP, 2P + S.N. NEMA 3R SWITCH, 60 AMP FRN -R FUSES ADE AO CABINET COMPONENT LIST FULLY HINGED METER/TEST SECTION LOCKABLE COVER WITH HOLD OPEN ARM TO KEEP COVER FROM BLOWING SHUT. COMBINATION ALL -IN -ONE COMMERCIAL METER POWER PEDESTAL IN NEMA 3R 1/8" ALUMINUM CONSTRUCTION TYPE 5052-H32, WITH 2 SCREENED AND GASKETED VENTS. DOORS: HEAVY DUTY CONCEALED HINGES (UFT -OFF TYPE), STAINLESS STEEL VAULT HANDLES. PADLOCKABLE METER DOOR WITH BEST CX LOCK ON DISTRIBUTION DOOR. POLISHED WIRE GLASS WINDOW IN METER DOOR. WITH RESPECT TO CONDUIT PLACEMENT. PROVIDE WITH CLOSED CELL NEOPRENE GASKET, CARD HOLDER. LIGHTING CONTROL CENTER CABINET FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE. QB UTILITY METER INSIDE NEMA 3R ENCLOSURE METER SHALL HAVE LEVER BYPASS AND INTERNAL LOCKING TAB ON METER COVER. METER BASE PER XCEL ENERGY REQUIREMENTS. 2. COORDINATE WITH XCEL ENERGY REGARDING THE SERVICE CONNECTION. © GFCI MAINTENANCE RECEPTACLE FLUSH MOUNTED IN PANEL DEAD FRONT INSIDE OF THE NEMA 3R ENCLOSURE. Ve ND 1^ 3. ALL INSTALLATIONS MUST BE PER 2017 N.E.C. AND IN COMPLIANCE WITH XCEL ENERGY REQUIREMENTS. OE UTILITY TERMINATION LANDING LUGS. Hz- Z O o (Z) LOAD CENTER "SLP" WITH SERVICE MAIN AND BRANCH BREAKERS. PROVIDE PANEL SCHEDULE FOR BREAKERS ccQ a U" IN POCKET ON HINGED DOOR. W F—¢ w o © PROVIDE NEUTRAL TO GROUND BONDING JUMPER. LLJ_j J Z=n Q DIP v OH LIFT OFF SERVICE COVER WITH PAD LOCK HASP. _(/)� u 01 CABINET GROUND BOND /6 BARE COPPER CONDUCTOR. o VI Z a 3 N JO NEMA 3R 120V PHOTOELECTRIC CONTROL WITH 3 -PRONG TWIST -LOCK RECEPTACLE BASE WIRED THROUGH THE ZOz w H.O.A. SWITCH. THE PHOTOELECTRIC CONTROL SHALL BE MOUNTED ON THE NORTH SIDE ON ENCLOSURE TO W Q' MINIMIZE THE SUN'S INTERFERENCE. OK REINFORCED CONCRETE (CLASS B) FOUNDATION. EDGE OF CONCRETE TO EXTEND 6" MAXIMUM ABOVE GRADE, E 3/4" CHAMFER ALL EXPOSED EDGES, 3" MINIMUM (6" MAXIMUM) OVERLAP BEYOND EDGE OF CABINET ON ALL s SIDES. PLACE SILICON SEAL BETWEEN THE CABINET FOUNDATION AND CABINET. © (2) 3/4" X 8'-0" L9. COPPER CLAD DRIVEN GROUND RODS. EXOTHERMIC WELD OR UNDERGROUND RATED LUG N'aunfrlg naea,od CONNECT CONDUCTOR TO GROUND ROD. PerviSba Pena lntormeGm QM T -HANDLE, PULL-OUT FUSE HOLDER WITH FRN -R FUSES, METER DISCONNECT FOR METER PROTECTION 0 FAULT CURRENT AT THE METER/POWER PEDESTAL. - COLD SEQUENCE METER, WEATHERPROOF COVER WITH TAB LOCKABLE. E] NOTES: 1. CONTRACTOR SHALL USE CABINET MANUFACTURRE'S REQUIREMENTS TO ASSURE PROPER FIT OF CABINET ON BASE ow 01 Whet V%d9a n Division aag,g as 8u Sdin9 aER� m ONE LINE PANEL S( ES -2 WITH RESPECT TO CONDUIT PLACEMENT. I 1 LIGHTING CONTROL CENTER CABINET DETAIL ONE LINE DIAGRAM - LIGHTING CONTROL CENTER 2. COORDINATE WITH XCEL ENERGY REGARDING THE SERVICE CONNECTION. 3. ALL INSTALLATIONS MUST BE PER 2017 N.E.C. AND IN COMPLIANCE WITH XCEL ENERGY REQUIREMENTS. N� L� 0 FAULT CURRENT CALCULATIONS:PANEL •SLP•Z < MAXIM UM AVAILABLE FAULT CURRENT AT THE SECONDARY OF 100 KVA PAD MOUNTED 120/240 VOLT, 1 PH. 3 W XCEL ENERGY TRANSFORMER IS 29,600 AMP, RMS. N'aunfrlg naea,od PerviSba Pena lntormeGm 0 FAULT CURRENT AT THE METER/POWER PEDESTAL. E] RELOCATED P 2401120 Bus Raging + 100 AMP Q L = 85 FT, C = 2,966 (1 RUN OF #3 AL CABLE) NM SURFACE FLUSH ❑ NEW Phar 1 Mein B-1 EXISTING Wn 3 OR atl . 50A/2P 10,000 I T 0 Y y 2x Lxlsc 2x85x 29,600 Feeler 3 AL Feed From TRANSFORMER I1 _ -707 1 C x EI -I 1 2,966 x 240 Cb N ♦ BKR Coda D4e,PriPficn 1 Load 9k• P'PhIPH P Slv ,.oal Drgrcaan VA A 5 VA Cotle Neva CKt .SKIT 1 ' 1 L V 'n 1 � m= 1 1 , 1 PEDESTRIAN JGHTS' 150 20 - - SPAO1 2 (D 1 2 GFI RECEPTACLE _ 180 2D a SPACE 4 W I.AT METER PEDESTAL = 29,600 AMP .0 12 = 3,552 AMP 5 - SPACE '__ • 1 - SPACE i N LL 7 . (SPACE __. _.....__._ - —_ �_.- _. SPPCE_ 8 w ALL CIRCUIT BREAKERS IN PANEL "S L" SHALL BE FULLY RATED 10,000 AIC. 9 11SPACE_ SPACE • SPACE o ^_ F- 13 SPACE-- • '�- _ SPACE 2 1a / w V i7 —TS?ACE —. 'T - SFACE Code D 'K Load VA Dem Lead Summary 1 Lb1Lnp 2 R. uPp 10000 150 '.259:; Per PHeae 1e0 ,ad+. PMA 150 VA R- over 10,000 3 Moror Largest Mac 50`% Pn 8 180 VA ,OD'Y ,25t 1 1 1 1 � 1 H.— 1— C,_a 330 VA 5 KMhen 100% Code Demand 368 VA 6 Other 7 SW Parcel ,C>ovo 1003; Code CemarM 1.53 Ama; V ow 01 Whet V%d9a n Division aag,g as 8u Sdin9 aER� m ONE LINE PANEL S( ES -2