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HomeMy WebLinkAbout3331 Yukon CourtInspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTI E 1Z. ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections are complete, schedwere-inns, DaInspector: r% w"%.r. r%rewn%.,ti 1* � � i City of Wheat Ridge �� Residential Solar PERMIT - 202100272 PERMIT NO: 202100272 ISSUED: 02/16/2021 JOB ADDRESS: 3331 Yukon Ct EXPIRES: 02/16/2022 JOB DESCRIPTION: Roof mount, flush mount, grid -tied 5.67 kW, 18 panels *** CONTACTS *** OWNER (785)691-6295 RENFRO LAUREN SUB (303)577-9628 THOMAS B., CHRISTOPHER L ANDY 070159 SUNRUN INSTALLATION SRVS. INC. *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: R3 / Residential SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,773.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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�permrt. I further attest that I am leg ally authorized to include alI 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 original permit 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 change of 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 requ�ired 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 a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/16/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Thursday, February 11, 20219:17:49 PM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 3331 Yukon Ct Wheat Ridge CO 80033 Property Owner Name Adam Renfro Property Owner Phone 785-691-6295 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email adam.renfrol@gmail.com Address Attach City of Wheat Electronic Payment Form 3331 Yukon Ct Renfro, Adam Rev Ridge Electronic A1.Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" K�]X11:L'NlC�lal�l7il:�r�i/G\1[�7� Contractor Business Sunrun Installation Services Inc Name Wheat Ridge 070159 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-537-0235 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email thomas.brook@sunrun.com Address Retype Contractor thomas.brook@sunrun.com Email Address DESCRIPTION OF WORK Scope of Work Roof mount, flush mount, grid -tied 5.67 MN solar PV KW 5.67 # of Panels 18 Location of Panels roof Structural required No Upload engineer letter PE Documents and Specifications 3331 Yukon Ct Renfro, or pages on 8 1/2" x Adam RevA1.pdf 11" only Solar Installation Plan PV Plans 3331 Yukon Ct Renfro. Adam Rev A1.Ddf Set on 11'x17" only. Project Value (contract 10773 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Thomas Brook Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. February 11, 2021 Subject : Structural Certification for Proposed Residential Solar Installation Job Number: 501 R-331 RENF; Rev Al Client: Adam Renfro Address: 3331 Yukon Ct, Wheat Ridge, CO, 80033 Attn: To Whom It May Concern � PDO LIEF MasSaGSF 47 5 i s�oNALEN Digitally Signed on: 2/11/2021 Astra v.1.31 Afield observation of the existing structure at the address indicated above was performed by a site survey team from Sunrun. Structural evaluation of the loading was based on the site observations and the design criteria listed below. Design Criteria: • 2018 IRC/IBC/I EBC, ASCE 7-16 & 2018 NDS • Basic Wind Speed V = 107 mph, Exposure C • Ground Snow Load = 30 psf CAT 1 Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the applicable existing building and/or new building code provisions referenced above. Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the manufacturer's specifications. Results Summary (Hardware Check Includes Uplift Check on Attachments/Fastener, Structure Check Considers Main Structure) AR -01 Orientation Attachment Spacing/Cantilever Configuration Governing Result DCR Landscape 72/28 Staggered 51% Pass Portrait 48/24 Staggered 51% Pass Roofing Material Pitch Structure Check Comp Shingle 330 Pass 225 Bush St. Suite 1400 San Francisco, CA 94104 1 P (949)383-0993 REE TWINPEAK 2 MONO SERIES 16]5135 [65.9410.17 � x]811.1] � 916 f95s1 M 3635 DSA51 a a � 6 ❑ 227______ 10-W 1191 + 1011-10-W Temperature coefficient ofVa: 239 a Nominal PowerVoltage-VNm(V) 30.7 31.0 Sf ■ 31.6 31.7 Nominal Power -Current- 1,,(A) 7.29 7.34 7.41 „1az 7.56 7.65 20510.5 35.6 36.1 = 10.7810901 MeaurmmtsNmmNl 1200[411 - a � 6 Nominal Power-PMm(Wp) �4s0sI 227______ 231______235 Temperature coefficient ofVa: 239 � Nominal PowerVoltage-VNm(V) 30.7 31.0 31.2 31.4 31.6 31.7 Nominal Power -Current- 1,,(A) 7.29 7.34 7.41 7.49 7.56 7.65 ---------------------------- OpenCircuitVoltage-V,M 35.6 36.1 3a LI 36.8 MeaurmmtsNmmNl 37.5 Short Circuit Current -Isc(A) 8.01 8.03 8.06 8.08 8.10 Nominal Power- PM,(Wp) 300 305 310 315 320 325 330 WattClass5orting-(W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 Nominal PowerVoltage-VMmIV) 33.0 33.3 33.5 33.7 33.9 34.0 34.3 Nominal Power Current -IMm(A) 9.11 9.17 9.26 9.36 9.45 9.56 9.62 OpenCircuitValtage-V,(V) 38.3 38.8 39.1 39.6 40.0 40.3 40.8 --- --------------- ShortCircuitCurrent-Isc(A) 10.01 10.04 --------------------- 10.07 10.10 ----------------------- 10.13 10.15 10.19 Panel Efficiency(%) 18.0 18.3 18.6 18.9 19.2 19.5 19.8 Values at standard test conditions (5TC: air mass AM 1.5, wradiance1000 W/m3,temperature 25'q.based on a production spread with a tolerarueofV &Ix i3%wlthlnone waft class, At a law kradianreof200W/m'a[ least 95%aftheSTC module efficiency will beadileved. where xxx ingcates the nominal power class (P,,1 at STC indicated above. Nominal Power-PMm(Wp) 224 227______ 231______235 Temperature coefficient ofVa: 239 242 Nominal PowerVoltage-VNm(V) 30.7 31.0 31.2 31.4 31.6 31.7 Nominal Power -Current- 1,,(A) 7.29 7.34 7.41 7.49 7.56 7.65 ---------------------------- OpenCircuitVoltage-V,M 35.6 36.1 ------ 36.4 36.8 37.2 37.5 Short Circuit Current -Isc(A) 8.01 8.03 8.06 8.08 8.10 8.12 Nominal module operating temperature (N MOT: a0 mass AM 1.5, Imad lance 800 W/m', temp erature 20°C, wlndspeed 1 m/sj. WYherexxx indicatesthe nominal powerclassFunjat5TC indicated abow. CED & s• cus UL 1703, Fire classification: Type 2; IEC 6105, IEC 61730: IEC 62BD4(PIDj, IEC627I6 (Ammonia Resistance), IEC6170I (Sah Mist1-evelfil Is0900I:2U15,1501400I:2004, OHSA51800I:2007 • EFFICIENCY YEAR PRODUCT WARRANTY r YEAR LINEAR POWER OUTPUT WARRANTY Nominal Module Operating Temperature: 44.6'C (12,q Temperature coefficient of PM,,: -0.37%/'C Temperature coefficient ofVa: -0.28%/'C Temperature coefficient of Isc: 0.04%)-C Cells: 120 half -cut mono -Si p -type PERC cells -40...+185'1(-40...+85'C) 6 strings of 20 cells in series Glass: 0.13"(3.2 mm) solar glass with 7.70 anti -reflective surface treatment Backsheet: Highly resistant polyester Maximum test load(+): polyolefin construction Frame: Anodized aluminum Junction box: 3-partwith 3 bypassdiodes, IP67rated Maximum test load(-): 12 AW G (4 m m2) PV wire, 39"+47"(1.0 In +1.2m) Connectors: StSubli MC4 PV-KBT4/PV-KST4, 20A 12 AWG (4 mm3) _246 Operational temperature: -40...+185'1(-40...+85'C) 31.9 Maximum system voltage: 1000V 7.70 Design load (+):snow 1 3600 Pa(75.2lbs/ft3)+ 380 Maximum test load(+): 540OPa(112.8lbs/ft2)" 8.15 Design load (-):wind 1600Pa(33AIbs/ft2)+ Maximum test load(-): 2400 Pa (50lbs/ft2)" Max series fuse rating: 20A Max reverse current: 20A 20 year product warranty Dimensions: 25 year linear power output warranty Area: Max. performance degresslon 00.7% pa.frorn 97.5%In yearl See warranty conditions for further details. Weight: +Calculated usinga safety factor oflS 'See installation manual for mounting instructions 65.9 x 39.25 x1.5 (1675 x 997 x 38 mm) 1798ft2 (1.67 m2) 40.81bs (18.5 kg) suh)ectto change without notice. L3019 TOP PERFORMER 0rr1a9, EES�O0 ` �Ir-IG.L DN - PV MODULE RELIABILITY SCORECARD Founded In Norway In 1996, REC Is a leading vertically Integrated solar energy company. Through integrated manufacturing from silicon to wafers, cells, high-qualityy panels and extending to solar solutions, REC provides the world with reliable source ofclean energy. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem company with headquarters in Norway and operational headquarters in Singapore. REC employs around 2,000 people worldwide, producingl.5 GW of solar panels annually. RCC www.recgroup.com Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters a To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 7 MicroW and Enphase IQ 7+ MicrOTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase Enlighten TI monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved, lightertwo-wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with advanced grid support, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 7+ Micro is required to support 72 -cell modules. n ENPHASE• Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA Module compatibility Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current (module Ise) Overvoltage class DC port DC port backfeed current PV array configuration Peak output power Maximum continuous output power Nominal (LL)voltage/range' Maximum continuous output current Nominal frequency Extended frequency range AC short circuit fault current over 3 cycles Maximum units per 20 A (LL)branch circuit' Overvoltage class AC port AC port backfeed current IQ7-60-2-US IQ7PLUS-72-2-US 235 W-350 W+ 235 W-440 W+ 60 -cell PV modules only 48V 27V -37V 16V -48V 22V/48V 15A 0A 60 -cell and 72 -cell PV modules 60V 27V -45V 16V -60V 22V/60V 15A 0A 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 240 VA 1.0 0.85 leading... 290 VA 1.0 0.85 leading... 240 V / 208 V / 240 V / 208 V/ 211-264 V 183-229V 211-264 V 183-229 V 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) 60 Hz 60 Hz 47 - 68 Hz 47 - 68 Hz 5.8 Arms 5.8 Arms L 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) 0A 0A Power factor setting Power factor (adjustable) 1.0 0.85 leading... 0.85 lagging 1.0 0.85 leading... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency CEC weighted efficiency 97.6% 97.0% 97.6% 97.0% 97.5% 97.0% 97.3% 97.0% MECHANICAL DATA Ambient temperature range Relative humidity range Connectortype (IQ7-60-2-US & IQ7PLUS-72-2-US) Dimensions (WxHxD) Weight Cooling Approved for wet locations Pollution degree Enclosure -40°C to +65°C 4% to 100% (condensing) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) 212 mm x 175 mm x 30.2 mm (without bracket) 1.08 kg (2.38 lbs) Natural convection - No fans Yes PD3 Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at httos'//enphase com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required bythe utility 3. Limits may vary Referto local requirementsto define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com ® 2019 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2019-326 ENPHASE. Data Sheet Enphase Networking Enphase IQ Combiner 3C (X-IQ-AM1-240-3C) U� LISTED o learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3CTM with Enphase IQ EnvoyTM and integrated LTE -M cell modem with 5 -year data plan consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre- wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Includes LTE -M cell modem and 5 -year data plan • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed ENPHASE. Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy- printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/-0.5 0) and optional* consumption monitoring (+/-2.5 0). Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in the installation area.) ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Consumption Monitoring* CT CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 _ Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS 80A of distributed generation / 90A with IQ Envoy breaker included Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton SR series busbar rating 125 A Max. continuous current rating (output to grid) 65A Max. fuse/circuit rating (output) 90A ' Branch circuits (solar and/or storage) Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75" x 19.5" x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets. Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMAtype 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV productior Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No. 61010-1 * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com 002019 Enphase Energy- All rights reserved- All trademarks or brands in this document are registered bytheir respective owner or 2019-05-31 ic SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 5670W DC, 4320W AC • ALL WORK SHALL COMPLY WITH 2018 IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL SOLAR MODULES PV -1.0 COVER SHEET • MODULES: (18) REC SOLAR: REC315TP2M MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE PV -2.0 SITE PLAN • INVERTERS: (18) ENPHASE ENERGY: IQ7-60-2-US • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020. ° ° • RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDSEAL PV -3.0 LAYOUT TRACK ON COMP, SEE DETAIL SNR -DC -00436 • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020. MP MAIN PANEL PV -3.1 MOUNTING DETAIL �► �, City of • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. ° SNR MOUNT SP SUB -PANEL SNR MOUNT &SKIRT��'PV-5.0 PV -4.0 ELECTRICAL ��ZWhcatfQd MUNITY DEVELOPMENT SIGNAGE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. APPROVED LC PV LOAD CENTER ® CHIMNEY • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. Reviewed for Code Compliance SM C ATTIC VENT • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SUNRUN METER Z/�,V • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II — FLUSH ATTIC VENT Plans Examiner Date MODULES, ARE CLASS A FIRE RATED. PM DEDICATED PV METER valid ofPenny: rhe issuance of o permit or gpipraloJ of plans specrfkotlora PVC PIPE VENT and compumthonsshaft not beaperm4fbr,oranowovalof, onyviolobonto RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL onyof the provisions of thebarld/ng code or of op+Cltyordinonces. Permits CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). INV INVERTER(S) 18 METAL PIPE VENT presuming to gree outhority to v!oloft or cancel the promm" of the cod!aoroftron*nonmoflfeoty$hailnot bevoltd • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). IE T -VENT Approval Notes: 1) PN array system to have grounding system installed per Part III of • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. � AC DISCONNECT(S) SATELLITE DISH Article 250 per 2020 NEC Article 690.47(A). DC 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). • 10.1 AMPS MODULE SHORT CIRCUIT CURRENT. DC DISCONNECT(S) FIRE SETBACKS 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) • 15.78 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. • PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(B)(2). CB IQ COMBINER BOX .:.�::. �, HARDSCAPE CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION F_ __1 INTERIOR EQUIPMENT — PL— PROPERTY LINE L SHOWN AS DASHED —1 SCALE: NTS sunrun A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION EC #7080, ME #600088 DC DIRECT CURRENT (E) EXISTING 5525 W 56TH AVE, ARVADA, CO 80002 PHONE 805.540.7631 W6kM1Are er ley .( hAve WbRR4ae 3 r '�� , ■ �� 9 _� �a� North AREA o Washington ESS ENERGY STORAGE SYSTEM FAX Arvada aonpa ° ° _ iii E ; r EXT EXTERIOR W5Gh Av j w a� INT INTERIOR CUSTOMER RESIDENCE: 7b1 q eA MAG MAGNETIC ADAM RENFRO W52r1dAe W54nJA.e = r • - [S,stArc 3 r 1-70 G613RIDDR .•• •. s MASS •. F MSP MAIN SERVICE PANEL 3331 YUKON CT, WHEAT RIDGE, ,REGIS CHAFFEE PARK( •Nt�\-� OG �O (N) NEW CO, 80033 G LOSEVILLEE _ NTS NOT TO SCALE W"FVe W`hYe� _ Lskesld 11 j , 0 47 5 OC ON CENTER TEL. (785) 691-6295 t ,ra WanGnAve BERI4ELEV SUNNY SIDE � MDuntairl _ i 'l � Views � � � wa,nA.. � D� ', • • � • � • � PRE -FAB PRE -FABRICATED APN #: 464855 ' N ••� PSF POUNDS PER SQUARE FOOT BEL AIRE BARTNS W3,011,A,e NORTHWEST WI.hA,. t a 3331 Yu ko n Cl, Wh eat r RIVERNORTH s WEST HIGHLAND:: ART DISTRICT :� '`F •'•��� S •••• S/ONA1-�� PV PHOTOVOLTAIC PROJECT NUMBER: 501 R-331 RENF we 4RidgegO, co �dQ 33 RSD RAPID SHUTDOWN DEVICE rllinger w - ­W!2 A° HIGHLAND Ml Funeral, WznnA- WMt„A� E r FIVE POINTS Cremation & :.,. J`` STRUCTURAL ONLY TL TRANSFORMERLESS DESIGNER: (415) 580-6920 ex3 n Cemetery... W2�h�.. WzsnAre ❑ ark ii P Downtown Aquarium LODO `�, a E e, Edgewater DigitallySi ned:02/11/21 g TYP TYPICAL VOLTS DUSTIN BAKER WMth Are .SiCOAN'S LAKE I € zst SHEET MORSE P,ARI< WzmnAre i -_ Metropolitan CENTRAL 2 f"e W WATTS ole BUSINESS L A�AUe 1,Ish "Sloan's Un aersity EDGEWOOD v„1thA.- Park DISTRICT I Di Denner COVER SHEET REV NAME DATE COMMENTS —Lake _ �� ---WE ST-COLFAX"- —� Denver __-- w,ah a., wiati:n.e �z� g SUiN VALLEY n MULHULMJ LINCOLN PARK CAPITOL HILL ER TWO CREEKS w,an.A.e REV: Al 2/10/2021 - - ti z R a o 1 rf,h Art = a ,h AVP CENTRAL =° PA E PV_1 0 CZ 61hAve,Freeway Y ALAMO PLACI.. w�Aro - �Go le SITE PLAN - SCALE = 1/8" = 1'-0" �M P Ar n SE (E) G/ (E) FENC i�� n�cin�nin� NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. ARRAY DETAILS: • TOTAL ROOF SURFACE AREA: 2800 SQFT. • TOTAL PV ARRAY AREA: 323.5 SQ FT. • PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE AREA)' 100 = 11.6% FIRE SETBACKS (18" TYP) y , ,, (3' TYP) NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD: 3 PSF Name Type Height Type Detail Configuration Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 30 PSF WIND SPEED: AR -01 COMP SHINGLE - RLU 2 -Story 2X4 PRE -FABRICATED TRUSSES 8'- 7" 24" RL UNIVERSAL, SPEEDSEAL TRACK ON 6' - 0" 2' - 4" 4' - 0" 2' - 0" STAGGERED 107 MPH 3 -SEC GUST. COMP, SEE DETAIL SNR -DC -00436 S.S. LAG SCREWS: 5/16": 2.5" MIN EMBEDMENT D1 -AR-01 -SCALE: 1/4" = 1'-0" STRUCTURAL NOTES: PITCH: 33° • INSTALLERS TO VERIFY AZIM: 180° RAFTER SIZE, SPACING AND SLOPED SPANS, AND NOTIFY E.O. R. OF ANY DISCREPANCIES BEFORE PROCEEDING. • IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), THEN 6'-8" 6'-7" 6'-7" 7'-7" k ATTACHMENTS NEED TO BE ADDED AND OVERHANG 1'-6" REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS FOLLOWS: •• ALLOWABLE ATTACHMENT SPACING INDICATED ON 7.611 PLANS TO BE REDUCED BY 50% •• ALLOWABLE OVERHANG El F-1INDICATED El ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING L INDICATED ON PLANS CRY of 16'-7" ❑ aV) s u n r u n awd aZ�, 4' TYP— EC #7080, ME #600088 ❑ 5525 w 56TH AVE, ARVADA, CO 80002 PHONE 805 540 7631 FAX 0 CUSTOMER RESIDENCE: LIP ADAM RENFRO �)RND0 Off'; • MASg'•.`Sc�' 3331 YUKON CT, WHEAT RIDGE, oG CO, 80033 7�P 41•••• 5•• EL. (785) 691-6295 q ' PN #: 464855 3'-5"— pF �� 6'-8" FS S/ONAL PROJECT NUMBER: 501R-331RENF 261-711 DESIGNER: (415) 580-6920 ex3 Digitally Signed: 02/1121 DUSTIN BAKER SHEET LAYOUT REV: Al 2/10/2021 PAGE PV -3.0 SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION ROOF MOUNTING 0 5/16" S.S. LAG SCRE1 EMBED 0 5/16" LAG SCREW 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL FOAM GASKET 0 5/16" S.S. LAG SCREW 2-1/2" MINIMUM EMBEDMENT ROOF RAFTER(TYP.) ROOF ATTACHMENTS SHALL BE EMBEDDED INTO ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS PILOT HOLE CENTER OF COURSE ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL (TYP.) REPRODUCTION o Sun�un South LLC EOW xou xE I DESIGNER: D.RYAN FRAN XA5 �,�� °"`P°"'®"®°° "'�°"'®°�� DRAFTER: B.PETERSON S018f MO g SolutionWASCONSENTSUNRUN SOUTHAPPROVED BY: W.ARBUCKLE REVISION: 1 11/11/2019 NEW DETAIL BDP 2 7!7/2020 N000109 DR =AL TRACK RC S SPEEDSEALTRACK SHOULD BE INSTALLED PARALLEL TO RAFTER SPEEDSEALTRACK 2-1/2" MIN. EMBEDMENT INTO RAFTER OR STRUCTURAL MEMBER COMPLETED INSTALLATION SECTION VIEW ROOFING COMPLETED INSTALLATION SCALE: NTS PART NUMBER: I DESCRIPTION: SNR -DC -00436 RL UNIVERSAL, ATTACHMENT DETAIL, MOUNT DATE: 7/7/2020 SPEEDSEAL TRACK ON COMP Digitally Signed: 02/1121 ROOF DECKING REV: 1 sunrun EC #7080, ME #600088 I 5525 W 56TH AVE, ARVADA, C080002 PHONE8055407631 FAX 0 CUSTOMER RESIDENCE: ADAM RENFRO 3331 YUKON CT, WHEAT RIDGE, CO, 80033 TEL. (785) 691-6295 APN #:464855 PROJECT NUMBER: 501 R-331 RENF DESIGNER: (415) 580-6920 ex3 DUSTIN BAKER SHEET MOUNTING DETAIL REV: Al 2/10/2021 PAGE PV -3.1 SINGLE PHASE SERVICE (N) 2 FAGUm V SQUARE D 20A BREAKER [A] PV BREAKER AT DU221 RB 20A BREAKER [B] OPPOSITE END 3R, 30A,2P OF BUSBAR 120/240VAC [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE OMETER M 74850001 XCEL CONDUCTOR NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q UTILITY (1) 10 AWG BARE COPPER CABLE BRANCH 2 GRID (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH 3 1 EXISTING (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 C 200A MAIN(18) (N) 125A ENPHASE IQ '/f �f '/f REC SOLAR: REC315TP2M BREAKER MODULES AND } AC COMBINER BOX MICRO -INVERTER PAIRS WITH INTEGRATED EXISTING [VISIBLE OPEN] 10A ENVOY BREAKER 200A MAIN (N) LOCKABLE BLADE TYPE 3CX-IQ-AM1-240-3C (18) ENPHASE ENERGY: IQ7-60-2-US FACILITY PANEL AC DISCONNECT ^ JUNCTION BOX (1) BRANCH OF (9) LOADS 3 2 OR EQUIVALENT 1 MICRO -INVERTERS [A] (1) BRANCH OF (9) o MICRO -INVERTERS [B] (N) 2 FAGUm V SQUARE D 20A BREAKER [A] PV BREAKER AT DU221 RB 20A BREAKER [B] OPPOSITE END 3R, 30A,2P OF BUSBAR 120/240VAC [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER CABLE BRANCH 2 3/4" EMT OR EQUIV. (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH 3 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 MODULE CHARACTERISTICS REC SOLAR: REC315TP2M: 315 W OPEN CIRCUIT VOLTAGE: 39.6 V MAX POWER VOLTAGE: 33.7 V SHORT CIRCUIT CURRENT: 10.1 A Approval Notes: 1) P/V array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) &WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: I NVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2020: 690.13(B), NEC 2017: 690.13(B), NEC 2014: 690.17(E), NEC 2011: 690.17(4) LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONSAS REQUIRED BY LOCAL AHJ. PER CODE(S): NEC 2020: 690.56(c)(2), NEC 2017: 690.56(C)(3), NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1, IFC 2018: 1204.5.3 &WARNING POKIER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER AND ESS OCPD (IF APPLICABLE). PER CODE(S): NEC 2020: 705.12(B)(3)(2), NEC 2017: 705.12(13)(2)(3)(b), NEC 2017: 705.12(B)(3), NEC 2014: 705.12(B)(3), NEC 2011: 705.12(D)(7) LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): NEC 2020: 690.54, NEC 2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54 3" 4" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF' POSMON TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2020: 690.56(C), NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION: MULTIPLE SOURCES OF POWER SULAK F'ANEL� MICROINVERTERS ON PV LOAD CENTER AC DISCONNEC SERVICE ENTTNr,I.l%�L- 3331 YUKON CT, WHEAT RIDGE, CO, 80033 PER CODE(S): NEC 2020 and NEC 2017: 705.10 + 710.10 City of Wheat Ridge Residential Roofing PERMIT - 201705689 PERMIT NO: 201705689 ISSUED: 08/08/2017 JOB ADDRESS: 3331 Yukon CT EXPIRES: 08/08/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Storm asphalt shingles with 22 sq. *** CONTACTS *** OWNER (785)691-6295 RENFRO LAUREN SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext. *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: R3 / Residential SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / ** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 P/1 i Permit Fee 204.30 ** TOTAL ** 414.30 --- — ' *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705689 201705689 ISSUED: 08/08/2017 3331 Yukon CT EXPIRES: 08/08/2018 Residential Re—roof to install Owens Corning Storm asphalt shingles with 22 sq. 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 theroperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further a s that I am legally authorized to include alI entities named within this document as parties to the work to be performed and at alw rk to be perform¢ 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 maybe subject to a fee equal to one-half of the original permit 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 Offial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of 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 r granting of a permit shall n t be construed to be a permit for, or an approval of, an of any provision of any applicab o rpany order re laati n 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. Dan Schultz �l /656H From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 1, 2017 9:16 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application - This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those , documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3331 Yukon Ct Adam and Lauren Renfro 7856916295 adamrenfrol@gmail.com $ 414 -YD Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business New Vision Roofing and Exteriors Name Contractor's License 160147 Number (for the City of Wheat Ridge) Contractor Phone 3039170628 Number Contractor Email Address newvisionroof@gmail.com Retype Contractor Email newvisionroof@gmail.coming Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing OC Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 22 material selected above? / Does any portion of the No V property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 22 (pitched + flat) of all z roofing material for this proj ect Provide additional detail 8/12 pitch here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 10,000.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant New Vision Roofing and Exteriors Email not displaying correctly? View it in your browser. CUSTOMER AGREEMENT Contingent upon Insurance approval New Vision Roofing & Exteriors LLC 7380 W. Calahan Ave, Lakewood, CO 80232 303-917-0628 Bob@New-Vision-Roofina.com ACCREDITED BUSINESS New-Vision-Roofing.com Licensed & Insured. RRR A(C-rPcJitPd Property Owner Email Date t' Street Address Estimator City, ST ZIP Insurance Company Hom Phone Work Phone Claim # •r.70907T, MM Full Partial Repair'® Full Partial Repair Damage: yes no Type: Damage: yes no Type: HOUSE GARAGE PATIO SHED SHED2 STUCCO VINYL WOOD OTHER: Roof Type: Style: Color: Drip Edge Color: Full Partial Repair ❑ Inspect Decking ❑ Inspect Flashings 5" —Res. 6" —Comm. Alum. Steel ❑ Clean Up & Remove Debris Lf: Color: Payment Options Work to be completed according to the above specifications in the amount of: I " (not to include insurance supplements, permit costs or any unforeseen construction costs) ❑ Balance due upon completion ❑ Cash sale ❑ 1 NSU RANCE AGREEMENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit of full replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no`additional cost to the homeowner except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner until roofing materials delivered at site or a majority of roofing work has been performed. I (We) agree, by signing below, to all contract conditions on both front and back, of this agreement. Homeowner's Signature: Homeowner's Signature: Date of Acceptance: NVR Signature: 1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. 2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600. 3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90) days. 4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted construction guidelines, while adhering to local codes in effect at the time of contract. 5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors. 6. All excess materials remain the property of New Vision Roofing & Exteriors. Homeowner is responsible for Homeowner's Association approval of roofing products and colors. 8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (O&P) if approved by the insurance company, as part of the claim. 9. An account is defined as past due when 30 days have elapsed from the date of completion of work. Past due accounts will earn interest at a rate of one and one-half percent (1.5%) per month or eighteen percent (18%) annually. If New Vision Roofing & Exteriors is required to turn the matter over to an attorney for collection, the homeowner also agrees to pay all costs incurred, including attorney's fees. 10. Should default of payment occur on this contract, New Vision Roofing & Exteriors reserves the right to place a mechanic's lien on the contract property. 11. New Vision Roofing & Exteriors shall not be held liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain material from usual source, or any other circumstance beyond the control of the company. 12. Our standard workmanship warranty for roofing is five (5) years. 13. New Vision Roofing & Exteriors is not responsible for any leaks or water damage below the roof line caused by excessive wind, ice or hail during the period of the warranty. 14. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, New Vision Roofing & Exteriors is entitled to retain payments or deposits to compensate New Vision Roofing & Exteriors for roofing work actually performed in a workmanlike manner consistent with standard industry roofing practices. New Vision Roofing & Exteriors cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment of roofing work on your property. If this contract is cancelled by the homeowner, after 72 hours of execution, the customer agrees to pay New Vision Roofing & Exteriors twenty percent (20%) of the contract price, set by the insurance company, only if materials have been delivered or work has been performed, as liquidated damages. This payment is not a penalty, but is fair and just compensation for services rendered to that point. 15. New Vision Roofing & Exteriors will not be held responsible for slight scratching or denting of gutters, droplets of oil in the driveway, cracks in concrete, or damage to plants and trees. Furthermore, New Vision Roofing & Exteriors will not be held responsible for exterior damages such as deteriorated trim pieces, crown molding, stucco, solar panels, evaporative coolers, existing skylights, or interior damage such as falling dust and debris, cracked plaster, sheet rock or nail pops, as a result of normal re -roofing. 16. Replacement or repair of the deteriorated decking, fascia boards, swamp coolers, ventilators, chimneys, counter flashing, or any other work completed for the homeowner not explicitly stated in this contract, are not included in quoted price and will be charged as extra on a time and material basis. City of Wheat Ridge Municipal Building 7500 W. 291h Ave January 23`d, 2017 Owner/Occupant 3331 Yukon Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201501323 (New Single Family Home) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29d' Avenue in Wheat Ridge. Cordially, Melissa Mackey Senio�rPennit Technician 7500 W. �29th Avenue 303 235 287 7 8929 tri -V '-7 ffi Office Phone: 303-235-287 Fax: 303-237-8929 `City of" i lac t jd Cor�attt CEvrtot� r www.ci.wheatridge.co.us "I, A ( city of Wh6atf�jOge OMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'�'Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2840 F: 301235,2857 DATE: September 16, 2016 TO: Accounting Department FROM: Meredith Reckert, Senior Planner Reimbursement requested for funds in the amount of $6000.00 (Six thousand dollars) being held for installation of landscaping for property located in the Yukon Grove Subdivision addressed as follows:. 3331 Yukon Court, - $1500.00 3225 Yukon Court - $1500.00 3371 Yukon Court - $1500.00 3391 Yukon Court - $1500.00 The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: SEND TO: Yukon Grove LLC C*nstructittin loraw Accou-xt P.O. Box 102563 Denver, CO 80250 www.ei.wheatridge.coms This a ent made this 301h day of June, 2016, by and between the City of Wheat Ridge and Yukon Grove, LLC, for escrow in the amount of One thousand five landscaping is competed at In the event that landscaping August 1, 2016, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such owner of its intent to do so, If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow • to complete said improvements. • • shall be a General Contractor: Business Address / Phone Date Title By:, Date:— -1. 4w City of Escrow/Letter of Credit Ldge Transmittal Sheet 11111111F, I 111 1 0 ME= ■ MXRM M Notes: 11111 i� All i I il I I i��ill'i�glilliii 11 Name Date * YUKON GROVE, LLC 6/29/2016 5412 City of Wheat Ridge Date Type Reference Original Amt. Balance Due Discount Payment 6/29/2016 Bill 3331Yukon 1,500,00 1,500.00 1,500-00 Check Amount 1,500,00 Redstone Bank - Con 3331 Yukon Ct - Landscape Escrow 1,500.00 9 I a I City of Dow zt e�'Wh6at -':e� Coi",NtLIN�IT-IDE',IELOPM.Et\�T PlanPeff"i" A, Building & Inset ion SerWem Division 7500 W. 2e Ave., Wheat Ridge, Co 80033 Office: 303-235-2866 * Fax: 303-237-�8929 Pi n Rewew r".. Inspection Line- 303-234-5933 Building PermitApplicat' j ton P110890,complete all highlighted areas an both sides Of this form Incomplete applications may not be processed. Property Address Property Owner Email: elz Arch itectlEngineer E-mail: .w Contractor's C4 License C- Q, I Phone. C o ntra ctor E -ma I I Address: Electrical: WR City License # Plumbin e .1 �' W.R. City License # - .,W Mechanicat to i W.R. City License # Complete all Worrastio" on BOTH sides of this form NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL De 1M ROOFING iR. iADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT PLUMBING a r r s REPAIR n * sx s LACMENT $q. FULF Btu' /tj / Gaons i EAP /n whe,,6­1ridge Bmiding Depa.,trn t�PPIUVOU In areas 1a 1 in NEC article, . wM � " 210.12 A) where& : , 20,, i` F1'"iCl r receptacles is replaced, are -fault IESVa irttsrrissrr 1aa&aatticrca shall be provided per Of znd�0"ng shall dothe*tt i r, & ill in". " 0 NEC article 406.4,(D)(4). ae3ri ri r# r r i g s rtt s sii rs r b afi , PPRO D ` a Subject to Fiala Inspection Wheat Ridge BW gag Dept. 819 C ONC. Date Sig r n �,,T ` �i s a 'FID � 1 .'i'... INDO' l 17 FLUSH. IN FLR, 140 UP -1€s m r irc 0 °- 1/24 ° 10tl � 1� „ , �._ :.. 3A P5*-3,lr2u04 Egress window(s) required°_ +a " co complying with R3 10 ofthe 2012 HIA10 SUMP IRC for size, height, location, well � � � ' � UPIT Work shall comply Nvith the March S, 2816 Yukon Grove, LLC . Bob Nettleton P.O. Box 102563 Denver, CO g025 . City Review comments Yukon Grove Subdivision Wheat Ridge, CO (PlanAn Models , C, ) _ including the following address" 32 , 3225, 11 3321, "31,3341,3351, 3361, 3371, 3360, 3356, 3340,3330 Yukon t t. Dear Mr.Nettleton; At est, this office performed a structund analysisfor the aliove listed residence. The purpose of the analysis was to review and provide recomoterulations for the conditions described low. TU pertinent information regarding the analysisis as" follows: It has come to dw attention oaf 's office that the structural plans submittedfor the above-mentioned addresses had incorrectly noted the wind speed and exposurefor the Yukon Grove Subdivision, The correct wind speed exposureshould be 165 mph and Exposure C. Analysis by this office shows that the originalplans fitted by this office am structurally acceptable to support the 105 mph Exposure C requirements. No modifications am required. Please contact our office if me may be of further assistance. Since rely, ZPDO t,+ t. . 37653 Dave Dossey, P.E. Principal .. .a. FOR :2 OC soNLY ONLY 04 of Wh6at CO!,�MUNI(T-)rDF,ELopi,,�)IEI�\'T� pla Building Inspecoon Swvjoes Division 7600 vls7600 , 29 Ave., Wheat Mdge, Co 8M33 Office: 303-236-2865 * : 303-237-8920 inspection Line; 303-234-5933 Pleaser.... '.c 6 ,..l h1a a. r ::::m on both Property Address PrOPerty12 M COntractors City License ;� � "� phone.. Con Sub o Electrical: Plumbing- : >s$ + tins ,_ �-cm157ar�3� a W.R. My License M cni.R. City Ucense#tis W.R. City License tat• Other City Licensed Su� City License * a City of SINGLE PUBLI : aWh6atOW � Date: Location: ATTENTION: I3HII�tlING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. .Drainage; a. Drainage Fetter & Plan required: 'yes No b. Site drainage/grading plan have been reviewed and are: CCK . 'p-�' refer to stipulations. 3. � Public. Improvements required to be completed with. project: a. street paving patching: Yes No Completed b. curb & gutter, Yes No Completed c. sidewalk: Yes No Completed d. Other (specify). Yes No Completed. For items not constructed, the amount of funds taken in lieu of construction; . Does all existing roadway/alley R.O.W. meet the standards of the City. Yes No If not, what is required? If R.O.W. is required, Inas the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. . APPROVED: Th Public Works Department has reviewed the subtintted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Sgratr Date NOT AEPROVED.The Public Works Department has reviewed the submitted material and does not approve this Pen -nit Application for the stated reason(s): Signature David F Brossman, P.L.S. Date Stipulations: 7. A Drainage (certification Letter accompanied by As -Built playas from the Engineer -of -Record shall b e PI—AM required prior to the issuance of the Certificate of Occupancy. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS ASA RESULTOT'PROJECT CONSTRUCTION SHALL ITE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE CIE OCCUPANCY, City of W ,:qgc City Of Wheat Ridge Municipal Building 7500 W, 20' Ave.. Wheat Ridge, CC? 80033-8401 P: 303,235,2861 F: 343.235.2857 U LICDEVELOPMENT RE Date: l Location of ons ction: osc of Construction: Single Family Commercial Multi -Family (Required of all projects for document processing)LL $100.00 Review of existing or minimal technical documents:., ... Initial review' of technical civil engineeri 0f «f, \A/h,,t F�L ' )tet s Cary Of Wheat Ridge Municipal 13asridita 7500 W, 29th Ave, Wheat kidg" CIO 80033-8001 P 303-235-2861 F:301235,2857 DATED:AD Dear Contractor: In raj ction with the aPPrOval Of �buildingPermit application for address, letter s to inform ice at elf existing frcr a ofsaid dress shall restored Pu t� is pr e eats above referenced ac p b e c dition, as dete determined , d ged front rely ted c l cr cit construction) , an the the ars of �Certifz to of }cct� Ridge, public Works e . to est, and Prior Prior to any construction cc�rs�rr�er�ir� inspection to determine the existing , eCity's reser ie if conductnditio s) of e public improvement, aan t t on Ifo have questions, s contactme at 303-235.2s64. dress Sincerely'. David F. BrOssman, p:.: . Development tie ngine r CC File Rev 210 RESIDENTIAL Buno, Permit - Plan Review Worksheet Rev. W2014 Ww- At twermil tu-noi,,A. if in floodpl Maximum Lot Coverage: % sq. & Existing Improvements: Proposed Improvements: House: Shed: sq. sq. House/addition: sq� ft. Detached garage: sq ft. Shed: s. ft Detached Garage: q. Other: sq. ft. sqft. Other: sq. ft. Total Existing Lot sq. ft PrOposed+Existing11'7 s. ft Coverage % --45--G-1 — Lot Coverage %q Required Setbacks: FR —)S S --- R Provided Setbacks: FR S S R For additions or new construction, is the structure within 2 feet of minimum setbacks? D If yes, add surv—ey-ing c—ondi ...... tion FND. Maximum Height: & Proposed Height: & Maximum Size: sq. ft, M Parkland: If the permit is for new construction, have Parkland dedication fees been paid? C., If no, add condition PF E, notify owner, and notify b 'ilding division. Streetscape:Doe s the permit result in any of the following conditions? Construction of new roads U Platting of new lots New development U Additions that increase floor area by 60% or more (see formula) (proposed floor area — - existing floor area — I / existing floor area — = —% inc. If any box is checked... SF/DUPLEX—Is there existing 0, Curb a -Gutter -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required, MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu ofdedication or construction are due at the time the nPvM-v-iLi-3z-& GENE RALINFORMATION Schedule: 464855 Parcel ID* 39-262-13-017 Pt` Lftig Status: Exempt Property Type: Vacant Land Property Address: 03331 YUKON CT WHEAT RIDGE CO 80033 Mailing Address: 10827 BOBCAT TERRACE LITTLETON CO 80124 z3a�� PROPERTY DESCRIPTION Subdivision Name: 860250 - )2L(Q—N -Q&"V M NQ I TAX INFORMA17ON 10 i Mill Levy Detail For Year Mill Levy Information lqwlmflll� NMI I WEI= 00 112061MI Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8=6 - Phone: 303.688,2i5o - Fax: 303. 88.12 - CoGeoDesign Yukon Grove, LLC P 0 BOX 102563 Denver, CO 80250 SUBSURFACE INNTMIGATION m RE,PORT NO. 15-403 MY 13, 2015 VIDO AEG 4 60 Tuo 0 0. 0452 4110� °6.006" IN OT VALIMAII'M 0 t7r ORIGINAL SIGNATURE CyEOTECHIVICAL STRUCTURAL CIM, ENGEVEERS IMF I III ii General I Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete Slab on Grade Construction 3 Placement of Foundation Fill 5 Subsurface Drainage 5 Surface Drainage 6 Foundation Excavation 7 Radon Gas 7 General Information 7 Location Map Figure 1 Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table I Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface investigation Yukon Grove, LLC WMYNNEWMAI 41HPIA0000 0-041-66191- "Oh 11111 OWNWINNNAWNSINA.- WINES If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. One (1) exploratory test hole was drilled on June 17, 2015 at the site shown on the Location Map, Figure 1 . The test hole was drilled with ewer auger advW:il exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube, The depths MM. which w rw tiMk nArrt Subsurface Investigation Yukon Grove, LLC CoIorado Geoscience and Design, Inc, Report No. 15-403 Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geostience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1,500 pounds per square foot (DL+LL). The entire foundation shall bear on the very stiff, very sandy clay or the fine-grained, medium dense, clayey to very clayey sand, 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footinF s or bearing pads. 1 All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. 4. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 35 pounds per cubic foot plus any applicable surcharJ1' or hydrostatic loads. I Slab Performance Risk Category Subsurface investigation Yukon Grove, LLC Coorado Geoscience and Design, inc. Report No, 15-403 M for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil, Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc, Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab, The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete stab directly onto the soil, Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process, M vownspout OF RIDGE orientation, t, . i CITY WHEAT rt PUBLIC WORKS, ENGINEERING TOP BASEMENT sv,s, t k t5: t t0 CURB S GUTTER 0 STREET MAIN F., ELEV. �" i aCC L ANEO fS 3 PLAT a t LOT ♦ COMMENT sA in i 'fL!ING10C DATE SUBJECT TO FIELD INSPECTIONS tot sY N00."ATION ANDSCAK WALL OoO tow 0* WS TIMM I 4A"OE awl . " I I Hou -Se E W AS SHOW14 HM014 ARE FOO WE SHOULD SE AW .F. # RAE�6 #�C ".. OP or %'± ELEV.=5506.7 I ELEV.=5496: GRAPHIC SCALE FINISH�RAr S ppyyy+�� 30 ,.� d S NL p OSTItURON i Y VW. I A signed and sealed Foundation Seaback d X tr rr PPS.... certification SE from a professional surveyor is i I. LOCATE UNDEMOBHO UTILITIES required s the proposed structure, lies within of PROR TO r P THIS pLDT OVy ENpS fwnww.wmwm.r & } rrrtrrrts. a « + �`T . K A14D ONLY �SEE L AVfii rfER TATE , 1# « DAT � 2630 FSR . Direct roof drain downspouts in the directions indicated to rott rtnt propers ro st+ -Anter runoff. 3 A Drainage Certification Ltt r sill be required prior t � � SM YVKON, 40M 41' C.O. t nsur proper site grading. /3/1 F x wa it Ua' �;: t City of i jige CO MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 March 25, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Bill Fritz NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3205 Yukon Ct. Lot 2 — 3225 Yukon Ct. Lot 3 — 3245 Yukon Ct. Lot 4 — 3265 Yukon Ct. Lot 5 — 3285 Yukon Ct. Lot 6 — 3295 Yukon Ct. Lot 7 — 3311 Yukon Ct. Lot 8 — 3321 Yukon Ct. Lot 9 — 3331 Yukon Ct. Lot 10 — 3341 Yukon Ct. Lot 11 — 3351 Yukon Ct. Lot 12 — 3361 Yukon Ct. Lot 13 — 3371 Yukon Ct. Lot 14 — 3391 Yukon Ct. Lot 15 — 3360 Yukon Ct. Lot 16 — 3350 Yukon Ct. Lot 17 — 3340 Yukon Ct. Lot 18 — 3330 Yukon Ct. Lot 19 — 3320 Yukon Ct. Lot 20 — 3300 Yukon Ct. SUBDIVISION: Yukon Grove Subdivision, Filing No. 1 Jefferson County Reception Number for Plat: 2015016465 (See attachment) NOTES This is a courtesy notification. AUTHORIZED BY: I DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Email to Jeffco IT Services at smitchel@jeffco.us 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinezna,usps.g and krissy.j.summerfield(a)usps. ov 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 www.ci.wheatridge.co.us 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Wheat Ridge Sanitation District 13. Wheat Ridge Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity Map DATE: A rd I M YUKON GROVE SUBDIVISION, FILING NO. 1 A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SECTION 26, T.3S., R.69W., OF THE 6TH PM CITY OFWHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO I SHEET 02 OF 03 N00*06'22"W 359 AREA RESERVED FOR FUn R*HT-OF-A (SEE TRACT D NOTE ON SHEET AND SOOIV51: 299. EASEMENT, TYP )9oOL 0 R W1 10' x W STORMWATER EASEMENT HEREBY DEDICATED BY THIS PLAT R-2 ZONWO UWPLA 7TED a Ur4jrY AND vom" EASEMENT, lypl R4 #5 RIEW Wl CAP 4S 115721 wil STREET RIGHT-OF-WAY MONUME SHALL MoNU' &Sf; N M 70 FINAL UFT OF ASPHALT PAVEMX VLL BE PROVIDED BY THE CITY OF WHEAT ROM UPON REQUEST -Pt No 157♦9 BEKilmaK WORTH j CORNER, SECTION 2 FRO Z9 BRASS CAP ELEVATIONS ARE BASED ON THE COY OF WHWI RIDGE ON JPHAC PLS# 13212 IN RANGE BOX I A CRY ♦ WHEAT RID" 11/16 STAftESS STEEL ROD 1 2 FOOT LONG WITH SLEEVE AND DATUM ACCESS COVER, STATE PLANE COORD A1 LATN3T46`09,72O504* u ELEVATION - 54 FEET (NAVD OAT M F- LON'WIOS'04'53.207629* CITY OF WHEAT RIDGE DATUM U&S QE OFMINQ5. *70582148 E. 184+125 BEARINGS ARE BASED ON THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PR94CPAL MERIDIAN BEAR N 89*45 ' 02 'E BETWEEN THE WEST QUARTER CORNER BEING A FOUND 3 %* ALUMINUM CAP PLS # 13212 IN RANGE BOX AND THE CENTER QUARTER CORNER SONG A FOUND 3 34 ALUMJNUU CAP PLS # 132t2 IN RANGE BOX, rl N CHAIN LINK FENCE --------- BARB #ARE FENCE PROPOSED PROPERTY LINE RIGHT—OF—WAY LINE SECTION UNE ME N mm JANUARY 22, 2015 NOVEMBER 3, 2014