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Home My WebLink About3725 Kipling Street09/29/16 Or Current Owner/Occupant MILLENNIUM VENTURE GROUP INC D 1509 YORK ST 3RD FLOOR DENVER CO 80206 Regarding Permit: 201500558; Install: 1 set of 5 ft Sprouts Famers Market Wall signs, 1 set of 14 in. Farm Fresh Produce Natural Food wall signs, 1 set of 14 in. Vitamins and 14 in. meat deli wall sign, 2 sets of 5 ft. Sprouts Farmers Market. 3725 Kipling ST, Wheat Ridge, CO 80033 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 04/17/15. Our last inspection related to that permit was on NONE. The permit expired as of 04/16/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before October 31, 2016, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff tiT VTC RAR 7C 1 a__a__1P rl�_ !IF ; RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED HNARI F Tn FnRWAR n i BC: 80033800100 1736-00901-94-36 101ii11INH-H-I1ii.-iiiii"lilii-IM101011 i1 lililiiihill 1 MERM The Ramos Roofing Co. 695 Pierce St., #110 Erie, CO 80516 Re: Sprouts Store - Wheatridge, CO This letter is to confirm and certify that the Versico Roof System installed on the above referenced project was inspected during and after the installation by Versico, Accordingly, the Versico Total System, NDL (No Dollar Limit) Warranty is being processed. Versico will release the warranty promptly upon completion of processing. 111111111111 11111111111,11 11, ill inse iii iiii � MMMM�� Sincerely, Tim Patz — Roofing Resources, Inc. Versico Representative - CO LTIM.RoMM 11-1:70#13IRMI OWNER- MILLENNIUM VENTURE GROUP INC BUILDING: KIPLING RIDGE SPROUTS 3786 KIPLING STREET, WHEAT RIDGE, CO ROOFER: THE RAMOS ROOFING COMPANY 696 PIERCE STREET, UNIT #110. ERIE, CO 80516 DATE INSTALLATION COMPLETED - 0412412016 DATE OF ACCEPTANCE BY VERSICO 06/1112016 WARRANTY EXPIRATION DATE: 06110/2036 P.O. Box 1289 Carlisle, PA 17013 (800) 992-7663 {717)96 36 FAX WARRANTY NUMBER� 1166143 kT1m4-jL4jNm!tmr3 - =I. Iffum 01 YESCO. To: Wheat Ridge, CO, Building Official Regarding: Sign for Kipling Ridge — YESCO Project # 703498 Z zqJ 2 C-5 • I have reviewed photos of the fibundation excavation, pipe column and concrete pour for the Kipling Ridge, 11'-0" X 19"A", monument sign. These photos included a tape measure indicating the critical dimensions oreach element. It is my observation that the construction of the foundation and steel column confoln-t to the engineering drawings dated 2/12/2015. El 801-464-4600 )) Office Lawrence H. Finn & Associate^ \ \ \.d s, Inc. 55 S. Elm Ave., Suite 220 — Eaton, CO 80615 Phone (970) 454-5351 — Fax (970) 454-5391 2389 PROJECT 3725 Kipling Avenue Wheat Ridge, CO ARCHITECT Fitch, Inc. M3,q Scottsdale, AZ g 1gla Phoenix, AZ 0 Lawrence H. Finn & Associates, Inc. N400 55 S. Elm Ave, Suite 220 — Eaton, CO 80615 2389 Phone (970) 454-5351 — Fax (970) 454-5391 Wheat Ridge, CO The data presented in this report is an exact record of the system performan and was obtained in accordance with NEBB Standard Procedures. Any variances from design quantities which exceed NEBB tolerances are noted throughM ut the report. I NEBB TAB FIRM: Lawrence H. Finn & Associates, Inc. REG. NO,: 2389 CERTIFIED BY: David C. Reichel DATE:5/1/15 The hydronic distribution systems have been tested & balanced and final adjustments have been made in accordance with NEBB "Procedural Standards for Testing, Adjusting & Balancing of Environmental Systems" and the project specifications. NEBB TAB FIRM: Lawrence H. Finn & Associates, Inc. REG. NO.: 2389 CERTIFIED BY: David C. Reichel DATE53/15 NEBB TAB FIRM: Lawrence H. Finn & Associates, Inc. TAB SUPERVISOR: David C. Reichel REG. NO,: 2389 SIGNATURE: Instrument Calibration Report ........ -....... ......... __,_,~,,_,........... ._,__,,,__,,,___...... 2 AbbreviationReport -..... .... ............... ....... ..^....... _..... ^^.... .............. ^..-^...^..-_-..... .._.....'^....... 3 RoofTop Unit .-_....... .... ...~...... ...... ...... _,,,,_,_____..,,_,,_~,,,,,_,_,_~,,, 4 FanUnit '.^ ........ ---- ...... .......... ..... -'...... ........ ..^15 Prints...`_..—_'__..,.__._......... ._,,,................. ^_,,,_,,^^__~~~,,,,,,,,,._,...... ,.,.............. ... 19 Lawrence H'. Finn & Associates, w' •55 S. Elm Ave, Suite 220 - Eaton, CO 80615 Phone (970) 454-5351 - Fax (970) 454-15391 2389 a Lawrence t 6 aw a e: Roof Top Unit PROJECT: Sprouts°. LOCATION: Wheat Ridge, CO CONTACT. Joe Castanon MOM .. Manufacturer Lennox �Stl .01 Unit Model Number LGH21OH4MS2G Motor Manufacturer US Motors Unit Serial Number 561SA05628 Motor Frame # Unit Discharge Vertical/Down Motor HP 5HP B19:91 Ibeglx EAn motor Fan Type Forward Curve Motor Rated Volts 460 Volts Fan Size 12" ID Motor Class I MotorFan 60 Hz FanArrangement DW* { kr FL Amps 6.5 Amps Discharge Vertical/Down FactorFan Motor Service AW -011 fjME,§#jjk Nominal Efficiency 8T5 % Fitter Manufacturer TriDim Power Factor80.7 Filter Type MERV# Fitter Quantity { �fta d' Filter Size 24x24x2 a .x A!Ipj& r Motor Sheave Make Masks Motor Model{» I Ago -It Egli Motor Sheave Dism. 6 in. InstalledBIUM Thermal VFD t Motor .# Motor Operating Diameter 5-3/4 in. Fan Sheave Make Baldor .1t't l 1 Fan SheaveModel M. Total " Design 000 F•.: Fan Sheaver 8-3/4 i TotalFan Sheave Bore Outside Air CFN1 Design 905 CFM Number of Sells I Outside Air CFNI Actual NA CFM Belt size M { RTU -01 I §liggly ave Center Line 20-1/2 in. Fan RPM Actual 1031 »w Motor Volts 1 487 Volts Motor Volts 2 486 Volts e Motor Volts 3 487 Volts Fan SP in Actual -1,22 in, wc Motor Amps 1 6.0 Amps i Fan SP Out Actual 0.63 in. wc Moto.. Amps 2 6A AmpsDesign Motor Amps 3 5.9 Amps Unit Extern at SP Actual 1,56 in. we VFD Speed %0 HZ Filter/Coll SP In -0.92 in, we FlItor/Colls L. H. Finn and Associates Final Report Fags 4 of 23 Lawrence H. Fm*n & Associates, Inc. "i il 2389 Roof Top Unit PROJECT: Sprouts Farmers Market DATE: 5/1/2015 LOCATION: Wheat Ridge, CO CONTACT: Joe Castanon SYSTEMIUNIT. RTU -01 (Cont.) Tested By: Joe Castanon AREA: Test Date: April 30, 2015 RTU -01 30 -Apr -15 Joe Castanon No economizer package installed on RTUs. per submittal review, L.H. Finn andAssociates Final Repott Page 5 of 23 Lawrence Associates,23 3 Roof Top Unit PROJECT. DATE:' Ridge, CO • w. Castanon L.H, Finn andAssociates Final Report Page 6 of 23 #," , i is - "♦ 1 1 In Model Number LGH21OH4MS2G Motor Manufacturer US Motors NumberUnit Unit Serial ♦ A+ #:.l. Motor Frame 184TZ Unit Discharge Vertical/Down motor HP 5HP HTYAZ §g#& _11Motor Fan Type Forward Curve Motor Rated Volts 460 Volts Fan fte 12" ID Motor Class MotorFan 60 Hz Fan Arrangement DWDI Motor # 6,5 Amps Fan Discharge Vertical/Down Motor Service Factor 1.15 Filter Manufacturer TdDirn Power Factor i# Filter #„ MERV r Filter .. 24x24x2 fe Motor Sheave Model #' 0 f 4 Motor SheaveDiem. A irs I Motor Sheave Bore 1-1/8 in. Motor Operating Diameter 5-3/4 in. :.Fan Sheave Make i . • w Fan Sheave Model BK90 CFM Design 7000 CFM Fan Sheave Diem. 8-3/4 in, TotalTotal # Fan Sheave :! Outside Air CFM Design 905 CFM Number of Belts I Outside B 61 RTU -0g I §uggly Un ave Center Line 20-1/2 in. Fan RPM Actual 1036 RPM Motor Volts 1 483 Volts MotorVolts 484 AVolts %V t Motor Volts 3 483 Volts Fan SP In Actual -1,10 in. we Motor Amps 1 6,6 Amps Fan SP Out Actual 0,61 in. we Motor Amps 2 6.8 Amps Unit External SP Design 1,25 in. we Motor Amps M Amps Unit External rn Actual SpeedVFD WO HZ FliterlCoil -0.81 : #... •: L.H, Finn andAssociates Final Report Page 6 of 23 Lawrence Finn & Associates, Inc H. 2388 Roof TopUnit PROJECT: Sprouts Farmers Market DATE: 51112015 LOCATION; Wbeat Ridge, CO CONTACT; Joe Castanon SYSTEMIUNIT. RTU -02 (Cont.) Tested By: Joe Castanon AREA: Test tate: April iii, 2015 RTU -02 Supply Outlet Summary • L.H.U-02 30 -Apr -15 Joe Castanon No economizer package installed on RTU's, per submiffal review. U-02 13 -Apr -15 Joe Castanon Unit has I motor and 2 identical fans. Finn and As nclatee Final art Page 7 of 23 � Pu � r �rP • L.H.U-02 30 -Apr -15 Joe Castanon No economizer package installed on RTU's, per submiffal review. U-02 13 -Apr -15 Joe Castanon Unit has I motor and 2 identical fans. Finn and As nclatee Final art Page 7 of 23 Lawrence Associates, 2389 Roof • PROJECT.DATE: LOCATION: Meat Ridge, CO CONTACT, Joe Castanon F Fir, a -. .- „R,v . ly f :. • a°01�'. motor i s# motor Motor RPM0 RPM Fan Type Forward Curve Motor Rated Volts 460 Volts .. Fan ID Motor Phase Fan Class I Motor Hertz 60 Hz Fan Arrangement D. motor Y 2.9 Amps Fan Discharge Vertical/Down Motor Service Factor 1,15 1 —AdY Filter Manufacturer TdDim Power Factor 76 Filter Type MERV R Fitter Quantity s Fitter Size 20x25x2 ^,• 1 v`�i� i Motor Motor Model 40 i 10mix EAD Motor Sheave Diam. 3-3/4 in, InstalledIRT-9:0 ThermalMotor Sore Motor Operating Diameter 3 in, t.. Fan Sheave Make Masks Fan Sheave Model Fixed Total CFM Design mobf Fan Sheave Diam. 5-3/4 in, Total 2691 CFM Fan SheaveSore i Outside Air CFM Design 260 CFM Number of Betts I OutsideBen Size AX55 R#Sheave Center Lino 21-1/2 in. Fan RPM Actual 1141 RPM Motor Volts 1 486 Volts MotorVolts%iVolts .. MotorVolts.8.'VoltsFan s In Actual Motor Amps 1 1,8 Amps i Fan SP Out Actual 0.71 in. we Motor Amps 2.1 Amps` Design 1,0 in. we MotorAmps 3 t..ps 2.2Amps Unit External SP Actual 0.86 :i Speed FifterlColl Fifter/Coll SP Out -0.37 in. we LH. Finn andAssociates Fina! Repoli Page 8 of 23 Lawrence H. Finn & Associates, Inc 2389 Roof Top Unit PROJECT: Sprouts Farmers Market DATE: 511/2015 LOCATION: Wheat Ridge, CO CONTACT: Joe Castarion SYSTEMIUNIT. RTU -03 (Cont) Tested By: Joe Castanon AREA: Test Date: April 30, 2015 Notes RTU -03 30 -Apr -15 Joe Castanon No economizer package installed on RTU's. per I submittal review. L. H. Finn and Associates Final Report Page 9 of 23 Lawrence He Finn & Associates, Inc. Nilop 2389 Roof o• i 1 Unit •JECT: Sprouts Farmers Market DATE: 511/2015 LOCATION: Wheat Ridge, CO CONTACT: Joe Castanon L.H. Finn a * J:,: w Final Report Fuge 10 of 23 s � Unit Manufacturer Lennox - �n 4,if� W=141,11 AM�Lfiolkfln- v Model Unit Serial Number 5615AO5582 Motor 56HZ Unit Discharge Vertical/Down motor HP 3HP ,BUM M } E Motor Fan Type Forward Curve Motor Rated Voft 460 Volts Fan Size 12" ID Motor Fan Class 1 } } Motor Fan Arrangement DVVDI Motor FL Amps 4.0 Amps Fan Discharge i :. :}. } Motor 8TLJ-MFbar ftak Nominali♦ Filter Manufacturer TdDim Power Factor 80 Filter Quantity 6 Filter Size Rum 1.49221, Ego Si`�tY�xWt T..3A\ ti:.sAs�;s4ty.,�F t1� . atrv�.F, i'nrt ?, t .vaikt;i 1,a 4.stili nv`4, Motor Sheave M} t 0 Motor Sheave Dism. 3-3/4 in, Installed Thermal VFD Motor Sheave Bore 7/8 in. Motor Operating Diameter 3-3/4 in. Fan Sheave Make Maska Fan Sheave Model 0 CFM Design 6175 CFM Diem,Total Fan Sheave ToCFM tal i310 CFM .. Bore i Outside Air CFM Design Number of Belts I Outside Air CFM Actual NA CFMson Size e ff$heave Center Line 20-1/2 in. Fan RPM Actual 854 RPM Motor Volts 1 486 Volts Motor :s Volts Motor Volts 3 487 Volts Fan SP In Actual -0.66 in. we Motor Amps 1 4.0 Amps Fan SP Out Actual 0.52 in. wc Motor Amps 2 4,0 Amps Unit External SP Design 1,0 in, wc Motor Amps 3 4.2 Amps Unit External SP Actual 0.93 VFD Speed WO HZ Filter/Coll SP In -0.41 in, wc Filter/Coll -w M ► 6i. in, L.H. Finn a * J:,: w Final Report Fuge 10 of 23 Lawrence H. Finn & Associates, Inc. 2 89 Roof Top Unit PROJECT: Sprouts Fan-ners Market DATE: 5/112015 LOCATION: Wheat Ridge, CO CONTACT: Joe Castanon SYSTEAVUNIT.* RTU -04 (Cont) Tested By: Joe Castanon AREA: Test Date: April 30, 2015 RETINT M - RTU -04 30 -Apr -15 Joe Castanon No economizer package instafled on RTU's. per submittal review, RTU -04 13 -Apr -15 Joe Castanon Unit has I motor and 2 identical fans, L.H. Finaand/lssociates Final Report Page 11 of 23 Lawrence Associates, 2389 Roof oo o Unit Manufacturer Lennoxr« A, 1Y EP -0 '"Manufacturer� Unit Model ♦ pooh y a Motor . •.. Motors NumberUnit Serial t. III Motor Frame 56HZ DischargeUnit ar. 1 A i Fall i MotRPMor r Fan Type Forward Curve Motor Rated Volts ♦ olts Fan Size 12" ID Motor Phase 3 Fan Class Motor Hertz 60 Hz Fan Arrangement DWDI Motor FL Amps 2.9 Amps Fan Discharge Vertical/Down Motor Service Factor 1.15 M FIBSr Jan NominalkY Manufacturer TriDirn Power Factor 76 FitterFilter Type Mr: w. Filter Quantity 4 "aI Filter Size 20x25x2 t0? BT -9:21 1 §9912111 F -40k S a Motorw 4 i n s t 4 « S • < ° .« ' 1 ' *« Motor• . Installed Thermal t Motor Sheave Bore 7/8 in, ----- - -- Motor Operating Diameter in. Fan Sheave Make Maska a1Xtse. v1 d� lFan Sheave Model ±• ' f fr Fan Sheave Diem. 5-3/4 in.F +� •an Sheave » « • +Number of Betts I ..Belt size AX55 f *« .� •w w « . • Fan iil iSP I Actual 4 n -0.43 •:« ♦Fan SP Out Unit External SP Design 1,0 in. wc Unit External SP VActual tit in. we « n Filter/C« Out 0. L. H. Finn ,andAssoclaatos Final Report Page 12 of 23 Lawrence H. Finn & Associates, Inc. 4 il 2389 Roof Top Unit PROJECT: Sprouts Farmers Market DATE. 511/2015 LOCATION: Wheat Ridge, CO CONTACT. Joe Castanon SYSTEMIUNIT. RTU -05 (Cont.) Tested By: Joe Cast no AREA: Test Date: April 30, 2015 RTU -05 Supply Outlet Summary A= 'U-05 30 -Apr -15 Joe Castanon No economizer package installed on RTU's, per suGmittal review. L. H Finn and Associates Final Report Page 13 of 23 TAT& A= 'U-05 30 -Apr -15 Joe Castanon No economizer package installed on RTU's, per suGmittal review. L. H Finn and Associates Final Report Page 13 of 23 Lawrence He Finn + Associates, ` 2389 Fan Manufacturer Captive Aire Fan Model Number.. 1.. Fan Serial Number rI Fan Y' Backward Incline Class 1 Fan Arrangement SWSI DischargeFan Fan Uptitast Installed Thermal Internal L. H Finn and Associates DATE: CONTACT: i Motor motor Motor : y } RPM Motor 1625 RPM Motor YrVolts1151230 Vol . Motor Phase Motor Motor ♦.. MotorFactor 0 Motor Sheave Make Direct Final Report Page 15 of 23 Lawrence Associates, $t 23 i Fan nit PROJECT: Sprouts Farmers Market DATE: 5/1/2015 LOCATION: Wheat Ridge, CO CONTACT: Joe Castanan Manufacturer CaptiveFan Fan Model Number µ Fan Serial {• r Ik 111790 Fan Type Backward Incline Fan Class I Fan Arrangement SWSI Fan Discharge Downblast 4 Motor Motor Y Motor RPM 1625 RPM MotorMotor +iVolts 115/230 Volts Motor Phase 1 motor Hertz 60 Hz Motor FL Amps Motor Service Factor r I a Final Repaft Page 16 of 2 Lawrence He Finn & Associates, Inc. 2 T Fan Unit PROJECT: Sprouts Farmers Market DATE: 5/1/2015 LOCATION: Wheat Ridge, CO CONTACT. Joe Castanon ls� Fan Manufacturer Captive Aire Fan Model Number CFM 700CA Fan Serial Number 2111790 Fan Type Inline Fan Class I Fan Arrangement SWS1 Fan Discharge Horizontal Total CFNI Design 550 CFM Total CFM Actual 583 CFM Fan RPM Actual Direct Drive RPM motor volts 1 120 Volts Motor Amps 1 2,5 Amps SP In Actual -0,16 in, wc SP Out Actual 0.26 in. wc Total SP Design 0.5 in. wc Total SP Actual 0.42 in, wc L H Finn and Associates Motor HP OA HP Motor Rated Volts 115 Volts Motor Phase I Motor Hertz 60 Hz Motor FL Amps 2,9 Amps Motor Sheave Make Direct D ------ Final Report Page 17 of 23 Lawrence He Finn {► Associates, ", PROJECT. il 2389 Fan Unit . a5/1/2015 • s Ridge, CO CONTACT: Joe Final Report Page 18 of 23 9.. Fan Manufacturer Cay Aire Motor Fan Model Number DU50HFA Motor Frame 48Y Fan Serial Number 2111790 Motor HP 1/2-3/4 HP Fan Type Backward Incline Motor RPM 1625 RPM Fan Class 1 Motor Rated Volts 1151230 Volts Fan Arrangement SWSI Motor Phase I Fan Discharge Upblast Motor Hertz 60 Hz _l Motor t M Thermal _,it InternalInstalled .. ..- t k ♦ . Motor Direct F1 Total Design ---------- TotalActualfl+ CFM Fan RPM Actual Direct Drive RPM Motor #Volts Motor4. 1 3,3 Amps In Actual SP $P Out Actual 0 in, we Total v. Design 1.0 n Total SP Actual 1. 19 in, we Final Report Page 18 of 23 ' : hMeuna. aas} E wux+nx xwW �.wx. I SE22SIM Arm a Z%4r- s=, IMAWRIA.v Me ommum Wt vso L—J! CI)OW*-,—() L�g WWWRa 41-t RAM IRS il r,411 am� Eg� PCsersWTM VAN 43 CrA 7W -,M FXNAUST F(CF-3) M-Mrl- 19 M ra 0 A wa Property Addr"s: Property Owner {please print)., Phonc Address: MMEEMM OWNER/CONTRACTOR SIGNATURE OF UNDERMkNDINGAND AGREEMENT I he by certify that thesetback distant ceslana jx)sed, by this permit application am accurate and do nca, viol ateaM, ficable ordinances, rules or regulations of the City of Vilheatlodge or comants, easemmu, (tr restrictions of mord; that all measurements shown and allegations made art accume, that I have read and Agree to abide by allamdifions prinuxi on this application astil that I m8 full mimnsibility for compliance with applicable City (af Wheat Ridge "Wes and ordinances for work, under any pennit issued based (m this applietitiAm; that I arn thc legal Owner or have bow autlit:*rizod by tits legal owmer of the property too it e descTibW rk PCrf n 0 ) wo and am also audion,zed by the IL -gal owner of an), entity included (-wn this application to list that entity on dais aM)Hcafiom tLO I od M mo rpMew rfxn,04,-d Bldg Valuation: $, Arll'�,Iel','�V", FUNTsWi any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3i2L-K��Contractor: za��s �r- Tou are allowed I square foot of signage for every I linear foot of wall to which you are aftaching a sign. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 -- '2212 feet Wall 2 - 150 feet Wall 3 - feet III 15711111,2111111 � I-TST#Tl#T#W# 1111 iqpi 111 11 'Ipgi 5,11IMM11,;mIll Wall 1 allowable signage- C2 IS square feet Wall 2 allowable signage- ___L50 square feet Wall 3 allowable signage- square feet 923M 'M SMIM1=1 any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. M.09- Contractor: tossv 'SIC'ns IYAC, You are allowed I freestanding sign for every street right-of-way adjacent to your property, The allowable sign size is related to building size. Stop 1: Determine the square footage of the building: Building size in square feet): _3a'10�3 inserted in the formula below) A_ (This will be Step 2: Complete the appropriate allowable signage formula - If the building is 0 — 1,600 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 6,000 square feet in size, complete the following - F__1 1,501 50 35 Building size Allowed sign size If the building is 6,001 — 60,000 square feet in size, complete the following: 1-1 �00 - 5,001 = .500= LsSqp+100=1)553119 I Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: 50,001 1,000 + 190= Building size Allowed sign size t F I5T.MMM P III, !I 1pi, I I 71UMM 1 LJ Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face, The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within %mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet fro the street right-of-way. M83MMEM= The new proposed sign will be setback 3 feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. %cKtoss enr� ,no. is ar)tL ��:jUk )Sy y<-)YCLn r-C)):YtY\d Gnt'e '%� is lnq�jjtj bl� o4heys- NA LOT 1 MCAWN(AS FAR ASS05TED LPVM AND ARRANSYCAMe KIPLING RIDGE MASTER SIGN PLAN SITE PLAN -------- FS 2.1 W333 Work sball comply wits 2012 IBC, IPC, IMC, IFGC, IFC, 2014 NEC and any applic6ble City of Wheat is Municipal Codes, I Mw CULTURED STONE, TO MATCH FACADE OF MORNX4$TAR SURFACE AREIL32 SF . 1MQQ!VwM, M STUCCO TO MATCH FACAM Of WROUTS SURFACE AREOD 127 SF MULTI -TENANT FREESTANDING SIGN FS 2.1 KIPUNG RIDGE - FREESTANDING SIGNS LEGEND YVES "' $101 pE FS 4.1 FS FREEAQ MS. MANE MS MENU BOARDS OB ORDER CONFOEMVUON BOARD VwwNVMKR 64w,"MANGLE N? ft PwwEUTyLft I '+ 2E PA - PATH —T AMTKNALCOMMOM WS41 I FHE OVERALL WORT OF THEMMOFENANT SIGN WAS DCTERMINEDBY IMF FOLLOWNG FACTORS A MORE VERTICAL INCH REDUCED THE OVERALL FOOTPRINT AND AVOCS COMPEONG ATIN THE, OVERALL OEVELOeMENT LANDSCAPING PLAN, 1ENCROACHUENT INTO VIEWSROLDY TKWGUES, AND PLACEMENT TO AV00 AM11 EASEWNT, ACCESS SCANTS AND REDUCTM N PARK04G # DWNSK)NAL PANELS ENSURE PROPER ASPECT RYDO FOR BRANOM AND LOGO DEDGN VM%0UTY PON ALL EXMTN1 LOT 4 ISo- t AND FUTURE TENANTS, AND EASE, OF CONSTRUCTION SPROUTS FARMERS MAR aEF OF TK- RON AND I HREM OF SNOW SAID VW R k,SO CWTT THE FRMART PORIDONOF 7t9, WON OUT OF SPRAY FROM SPRNKLERS M40 ADDS A LAYER Of PROTECCON FROM SHOW REMOVAL, LANDSCAPMG WONERANCE, AND OTHER DEMS THAT 0OULD, POTORDALL Y SWAGS WONS, 2 THE MULTFTEXANT SiGN$ FS IT ANN FS 4 1 MAY ADIARDSE FOR 9U$ffQES5C5 LOCATED ON LOTS 1, Z3, AND 4 3TE I HE WSTE FAVESTANDWO NPORMAPONAL VGNS MAY BE, ADDED AND LOOATKM MAY AD CHARGED VATHOUT AN UFNA 0 T R S'NPLAN 4 FOR THE PURDOSE Of KIMSTRATKAL THE MOSTER &`GN PLAN SHOWS 6PEC`FX` SIGN Copy WON COPY MAY BE CHANCES so LONG AS ALL FUTURE SKPSkGf CONOM*S VW D4 AP LE STANDARDS SET FORTH K THO DOCUMENT AND N CHAPTER 26, ARTUALE V19 3 5 WMNANTS SPONGE RA TW- FUTURE SX3N COPY MAY CHANGE VOTHOUT AN UPDATE TO THE MASTER S*M PLAN $0 LONG AS ALL FUTURE SONA0E COWLES WTH APPLW.A&C STANDARDS SET FORTH IN THS DOCUMENT AND W CHAPTER 20, ARMCLE VP Date: 1/5/2015 rosemann & ASS00ATES,,c 2809 Larimer Street 2 Denver, CO 80205-2111 of 5 m 303,261.8229 Y W341 WE 4E AMA$ IRS 44 I Mw CULTURED STONE, TO MATCH FACADE OF MORNX4$TAR SURFACE AREIL32 SF . 1MQQ!VwM, M STUCCO TO MATCH FACAM Of WROUTS SURFACE AREOD 127 SF MULTI -TENANT FREESTANDING SIGN FS 2.1 KIPUNG RIDGE - FREESTANDING SIGNS LEGEND YVES "' $101 pE FS 4.1 FS FREEAQ MS. MANE MS MENU BOARDS OB ORDER CONFOEMVUON BOARD VwwNVMKR 64w,"MANGLE N? ft PwwEUTyLft I '+ 2E PA - PATH —T AMTKNALCOMMOM WS41 I FHE OVERALL WORT OF THEMMOFENANT SIGN WAS DCTERMINEDBY IMF FOLLOWNG FACTORS A MORE VERTICAL INCH REDUCED THE OVERALL FOOTPRINT AND AVOCS COMPEONG ATIN THE, OVERALL OEVELOeMENT LANDSCAPING PLAN, 1ENCROACHUENT INTO VIEWSROLDY TKWGUES, AND PLACEMENT TO AV00 AM11 EASEWNT, ACCESS SCANTS AND REDUCTM N PARK04G # DWNSK)NAL PANELS ENSURE PROPER ASPECT RYDO FOR BRANOM AND LOGO DEDGN VM%0UTY PON ALL EXMTN1 LOT 4 ISo- t AND FUTURE TENANTS, AND EASE, OF CONSTRUCTION SPROUTS FARMERS MAR aEF OF TK- RON AND I HREM OF SNOW SAID VW R k,SO CWTT THE FRMART PORIDONOF 7t9, WON OUT OF SPRAY FROM SPRNKLERS M40 ADDS A LAYER Of PROTECCON FROM SHOW REMOVAL, LANDSCAPMG WONERANCE, AND OTHER DEMS THAT 0OULD, POTORDALL Y SWAGS WONS, 2 THE MULTFTEXANT SiGN$ FS IT ANN FS 4 1 MAY ADIARDSE FOR 9U$ffQES5C5 LOCATED ON LOTS 1, Z3, AND 4 3TE I HE WSTE FAVESTANDWO NPORMAPONAL VGNS MAY BE, ADDED AND LOOATKM MAY AD CHARGED VATHOUT AN UFNA 0 T R S'NPLAN 4 FOR THE PURDOSE Of KIMSTRATKAL THE MOSTER &`GN PLAN SHOWS 6PEC`FX` SIGN Copy WON COPY MAY BE CHANCES so LONG AS ALL FUTURE SKPSkGf CONOM*S VW D4 AP LE STANDARDS SET FORTH K THO DOCUMENT AND N CHAPTER 26, ARTUALE V19 3 5 WMNANTS SPONGE RA TW- FUTURE SX3N COPY MAY CHANGE VOTHOUT AN UPDATE TO THE MASTER S*M PLAN $0 LONG AS ALL FUTURE SONA0E COWLES WTH APPLW.A&C STANDARDS SET FORTH IN THS DOCUMENT AND W CHAPTER 20, ARMCLE VP Date: 1/5/2015 rosemann & ASS00ATES,,c 2809 Larimer Street 2 Denver, CO 80205-2111 of 5 m 303,261.8229 'BY, ° r' DATE: _ a7� -J. _� J. METAL m.w rco 44 Auti �w ' .s ..a a o w r Y # sd ± '�." �� .. .fit^ ,/ � _A * c9 a r STUy iM1 a 8'x8' SIGN AREA - DOUBLE FACS t NOBLE wcgk cmated by -NCMLE &GN C. wtf is not fo 78e SCALE STANSDUVW JR NVC� be shom to onVons outsido your oWnizotlon, nor SHE -ft to be used, reproduced, copied ot exhbfted In any -----------------------��u�v.. ,, . a NOBLE SIGN. DP!-AWNG NO. ...... ♦ !1 ♦ alb • • s , . s IROVAL APPROVAL « O a w A ........... i ._ PgA A&UMINUM RETURN II TRWAP,---, n w..ATTACHMENT TO BE DETERMINEDALL TYPE PA LEDS SPUGE, CONNECTORrREMOTE s supply A* PLEX FACS o IRS, �r ALUMINUM BACK ,w TOGGLE DISCONNECT S #6 WT. METAL SCR .. 11410 WEEf HOLES AMREDw..�.�. „�,... 0-0 wa SCALE:4 AT W -to 7/8" 3/8 BORDER Am .040" ALUMINUM TRIMCA LETTER—LETTER-LOK FASTENING LEDS SPLICE CONNECTOR.,. A 1" PLEX FACEa...._- ,eg. .05V'PRE-PAINT WHITE ALUMINUM ACS_. _. 0. SHS METAL SCREW s3YAf" M* aS4 . WEEP HOLES REQUIRED W *6 a ATTACHMENT TO BE DETERMINED BY WALL TYPE AND LETTER SIZE SCALE: " = "-01' . �1WalWa4w.W.WNxW"'Y:. 'Wtbxmxwcn.m«ti�n�r. �kndYww rw.un\ I Sprouts 5"x2l "8 0, Ad P VED w ; . � 6(VI ffrJ SP a routs Ms Is on original unpublished piecef art CLIENT Splou createdwork l . INC.". tt is not to anyonebe shown to your organization not Is f l It In any P�mi ER tANDLORD 04 foshlon whhout written authorization from l Is FAUX STOREFRONT Z FU emmEast Elevation NOTE: This Is an orpiece ot art iginal unpubfished i d` -, muW AR MIC. be shown + orryone outside your orgonizzation ff to be areproduced+ t'GMrl-QQWW fasNon without wrMen outhorizotion from NOBLE SIGN 9-v # 9 41 Komar & Associates, Inc. 2390 South Lipan ]Stre, Geotechnical and Materials Engineers Denver, CO 802 ICA and Environmental Scientists phone- (303) 742-97 -9 t 6 fax: (303) 742 Is co email: kadenver@kumarusa,co ACEC isl col MEIVIDER wwwkumaru a.co ... ......... . Office Locations: Denver (HQ), Colorado Springs, Fort Collins, and Frisco, Coloracl Mr, Arthur lelz MVC Development 2240 Blake Street, Ste, 200 PeRw';-4, '969/Y?7(V91'9V Denver, CO 80205 Subject: Letter of Completion, Construction Observations and Materials Testing Services, Sprouts Farmers Market, Kipling Ridge, West 38th Avenue and Kipling Street, Wheat Ridge, Colorado Project Number: 14-1-497 Kumar & Associates, Inc. has conducted on-call, part-time construction observations and materials testing services during construction of the Sprouts Farmers Market project located at West 38th Avenue and Kipling Street in Wheat Ridge, Colorado. A summary of the services provided are as follows: • Earthwork Observation and Testing • Reinforcing Steel Observation • Cast in Place Structural Concrete Observation and Testing • Structural Masonry Observation and Testing • Welded, Bolted Connections and Structural Steel Observation Based on our observations noted and tests results obtained and documented in the daily reports submitted, it is our opinion that the'earthwork, reinforcing steel, cast in place structural concrete, structural masonry, welded and bolted connections and structural steel have been placed and constructed in substantial compliance with the project plans and specifications and/or deviations approved by the structural engineer of record. W 01 1101' 11 '11 If there are questions concerning the observation and testing service provided to date, please do not hesitate to contact our office. Sincerely, Reviewed by: KUMAR & ASSOCIATES, INC. James Wade Gilbert, P.E. B Carey L. Jones, Project Supervisor CLJ cc: book, file Telephone 303/235-2846 The. City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado DATE: January 16,2002 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): City of Wheat Ridl!e. 7500 W. 29'" Ave.. Wheat Ridl!e. CO 80215 OLD ADDRESS: 3975 KiDlinl! St. & 4075 KiDlinl! St.. Wheat Ridl!e. CO 80033 NEW ADDRESS: 4005 KiDlinl! St.. Wheat Ridl!e. CO 80033 SUBDIVISION: Wheat Ridl!e Recreation Center Subdivision* LOT(s) BLOCK * A consolidation of the Blevins Subdivision and other unplatted parcels. PARCEL NUMBERS: 39-214-99-001. 39-214-99-002 & 39-214-99-003 LEGAL DESCRIPTION: SEE ATTACHED AUTHORIZED BY: ~48~L - DATE: \ f \!, J b?-.. . I / DISTRIBUTION: I. Property Owner 2. Jefferson County Assessor, AT1N: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, AT1N: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, AT1N: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thornton, CO 80241 7. Water District: Consolidated Mutual 8. Sanitation District: Westridl!e 9. Fire District Wheat Ridl!e 10. Wheat Ridge Police Department 11. Wheat Ridge Planning Division 12. Wheat Ridge Building Division 13. Log File 14. Other: , , , j i , , 1 I I i 1'., .. I t [j ~ NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" f i { / R { t 1 • 4 al. s * M #t CJ CrJ W • t • iv 0 co 1 0 • F i t= • m 0 t r- v> # ; • • r • t ,�, w X • J- + •� u M f •t n • # #t M rt �» • Q 06 w J y al. s * M #t CJ CrJ W • t • iv • F i t= • 0 • " ., # i # ; • • r • t ,�, w X • J- + •� u M �""'rd •t n • # #t M ## • M • 06 w t t tF t# t t t t ■ IL , • s * ♦ 1 1�1 r L' t A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: U / E IL4 2— Job Address: 37 2S K' ?4.JN(, Sr Permit Number: ? 0 /' -/00 998 C ❑ No one available for inspection: Time I 0:arG /PM Re- Inspection required: ; Yes No When corrections have been made, call for re- inspectignn at 303 - 234 -5933 Date: 3 ' 17 ' i S Inspector: ` DO NOT REMOVE THIS NOTICE cityCA' �",� Wh6at t:� d COMMUNIry DF,.VE1,0PME.N Date: 2- c> 15 �> 9 1, wnm�� F I Ili 11 Fill !I I � I - I! I I 1� I!!'' ll� pill 11111 lllv� ill 11 1� 1� I I I! IN Ili Ill iiiiiii ill Fill lill (Piease ptinty V 4 j � Address: Na :2 , Q , State, 1 kv 111 1 '1 400*04*41ROW �LC9-. ca" Sub Contractors: Electrical: Plumbing: Mechanical: WIR. City License # 6 Z 1 5 `4 W.R. City License # WR City Ucense Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form wi ; iii 11�111 1! !11 A I " - NI-0 Sq. FUL F Stu's Gallons Amps Squares Other You must complete this sheet and include it in the submittal package any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. jKYAL.1,- Sl� Contractor: 6 0 44 61 J I *11IMPItIM MUM Step 1: Determine the square footage of the building: P A01 of* Building size (in square feet): Ki,&iej (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 — 1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 5,001 — 50,000 square feet in size, complete the following: 5,001 = 500 = + 100 Building size Allowed sign size z Pill I I I I I I I = 50,001 + 190 1,000 Building size Allowed sign size IT IFFR!Ig�qiigpq Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet • face. Molffillm * I RE01;R n AMMI-Ifiza lot 0 t- P 4 tzam- WIN # s 410 2*111*11 06" r-, & w;lk laoilaw.1 In ltt imul Law Itz lame. •1z) g I lazill F-5 2.1 -A HAV#—r A 10 aACV-- sivi FS Li.1 O.J r7 L-jitt. �JAvt A 3 $ SA"'4-- m 2 1 Ridge sm Work, shall c ojilply with 2012 IBC7 and any applicable CIty of Wheat unic pa Codes, -1l , ,. — , w --, ' w... ,, . APPROVED NEW DOUBLE FACE INTERNALLY ILLUMINATED MULTI-TENANT MONUMENT SIGN S V - V-0" QUANTITY: 2 MANUFACTURE & INSTALL KI R IDGE A ` rr A SITE PLA FS 1.1 FS 1.1 F5 2.1 VF, 38TH AVENUE _ W634 r i $. � Y � y y� i1F U14PIi► ��h- tlsMw'N YM +.�F '�" ..:. v u�)� AR�trc: G T 1; �sueQ��r�TIRE VMa 39' p OT I 1 R4L94'"PFMFC5'YAR AES' FED LO NC AN ' MEMCRYCARE y I I NS 33 M832 caR 3 ? I � .. •t3 WC9 FACADE r WROASSO AR b "!" �, ------ STUCCO TO MATCH 3 F.41ANiFS4m SURFACE AREA: 32 SF SINGLE TENANT FREESTANDING SIGN FS 1.1 SrCA.E 414 - V T i BROK TO MATCH fACADERF SPROUTS :1/5/2015 1 2 1 o - f 5 , LEGEND__ TYPE Of AGO � y -LavTa { # �q 0' + 1 FS FREESTANDNG VGN AM -ARTIS FC &KRA&. YAs WALL *w MB MENU MAROS 1 08 ORDER CONE RMAT*U 6'OA00 9 dk VtEWMJMSE.R 3 a^-._ 6kRCEF hE3AAt8ER f r WGHT YR'SAN.s4E !. i K 'f PA .. PA: I 10 -------------------- 8 1 -0 . 9 1 X1 6 sxs HSS 12 2 8 INTERNAL Z-1 .... ... . .. FRAME TYP. 9 PIPE 10 STD 27'-9"LENGTH F111111-1-11m - 1 MAINTAIN 3*'('OVF-R 0 L I , T-0-0 ALL EMBEDDED STEE PYLON SIGN ELEVATION VIE] a Drawn by ... Checked by .... SJ SCALE: 1/4" = V-0" ------------------------------------------- 1 4 PI I '(S T f j� — B�LE) 2 I TYPICAL 4 LOCATIONS SCALE: NTS SCALE: 3" = °-W0 Foundatiori inspections shall be pert"ormed by the engirieer of'record and verified to the Building Division by wet-stamped letter of approval, HSS l 2 2 1 6 SOCKET FRAMING STEEL PIPE COLUMN APPROVED Subject to Field Inspections Wheat Ridge Building Dept. KIPLING & 38th AVE. WHEAT RIDGE, CO Engineer ..,.Ill.h.l.,,...,,.,BEN JONES Account Exec--... RICK BELLEFEUILLE Designe.. ...................DALLAS Date 2/12/15 MESUM S1 Z-0" V-4" 1�+—V+ now Mwo mom WSW Avw L t ie J2110M POM. THM/MN, 3/rC) LIS-2 OM, PDM, TNW/tM*, 31eC) FMC, IHW/THHIK WC) �— — --wr— — fi In m APPROVED Subject to Field Inspections Wheat Ridge BuOdd Dept. Plan Chc: m rom "/r VIM PM G. /THH% 31 I rr kZ'TPrr -- SKE", NO, ES1.1 # 14.0110 ANEL . PHASE A - _j2§ PHASE, 8 VOLTAMPS PANEL LOAD CALCULATIONS VOL TAMPS A LGO VOL VMTAMPS X VOLTAMPS RECEPTACLES- - aST 1OKW6 VC&TAMFn X i.00 VYXTAMPS RECEPTAa.ES---9ALANCF VOLTAMPS x 0,55 - VOLTAMPS LARCXST MOTOR LOAD VOLTAMPS X L25 - VOLTAMPS BALANCE OF MOTOR LOADS VOLTARIPS X T,00 - VOLTAMPS KITCHEN FOUPME5!1 Va.TAWS X --- . VOLTAMPS ELECTR!C HEATING EOW VOLTAMPS X 1,00 VOLTAMPS WSC LOADS VOLTAMPS X I,00 VOLTAMPS TOTAL. CAL,CIJLATED DEMAND LOAD = VOLTAMPS PANEI _U04AG—vmis� PHASE, —1-- *RES, SN, AMP fX,S, —.=-- MAW JAM, MLY- A,LC, RAIING (MRHMUM)L NE MA _0hE___ EUCLOSURE, mowrED MFG OR EGUAL, TYPE -WAILMM& 1 AAXA4UM. PANFI. CAPACITY _.A4,40___xvA,___SL_FLA " PHASE A 9__V0LTAMF PHASF 8 L VO L TAMPS I. CACU OAD LLATIONS UGH LNG VOL TAMPS A L 25 VOL TAMPS RECEPTACLLS---SST ',,CXVA VOL TAMPS A LGO VOL RCCEPTACLES8A VOLTAMPS X O 50 VOLTAMPS t,ARCEST MWOR LOAD VOLTAMPS A ',25 VOL TAMPS RALANCE OF MOTOR LOADS VOL TAWS X 1,So VOLTAMPS WCHEN EQkjfPMENI VOLTA PS X VOLTAMPS ELECTRtC HEATINO E. 3P WLTAMPS X IAXI - VOL TAMPS MOIC LOADS MXTAMPS X I,00 - VCL rAMPS IOTAL ("ALCULATED DEMAND LOAD VOL rAMPS (Fl, AMPS) 3#4 CU, n4,HV/THWN 1'c PsOTOC�U.L L'INTERMATIC #K4121) MMNIED TO F _, __. 111READED (FFIIALE 1/2 - 14) CONW1 (MOIJWED % rOO � Pt 4 , Or WESTAL) FACINC NORTH OUT Of SHADE (TYIR OF' 2) r4l_ ---BACK BOX ./ CONCFALED SEX, CONOWT AND, CONUALED FEED (3#8 CU, THHN/THWN 3/4-' C) TO L «w METER & KT E,D,S, COOIADHWED/ PROVIDED BY E,C, (TAP. OF 2) _60A MUER AND D�SCONNECT SWICH ("PI' 40AMP PEDESTAL BY 0-Cl-\ KA�� 'T' F,JSES) HOkJStNO (AMP # SESYMC322HO) WITH (RE°ARCN Raft CS) 'CONCRETE PWR' BACK BOX SY E,C, (TYP OF 2) @m -ViCA - SAYE (LESS THAN �0,00,0 A,i,C,) (CA EQIJAL SY AMP (AR FASTTR OWENS) r 71 6 1 120 0A/Ut0"-T (STAN' ESS SIEEL ""A N j 120/2 / Z ' 1 11 1 /240?; 10 NEMA 4X LOCKABLE (12 <CRC) (1 2 cMIC) ENCLOSURE CONTAWWn t 100A ALL FrEMS WES) I I S o 'GOA PHONE; 30,$ 952-1903 APR ANEL L W PANEL I A TWE CLOCK 7, 77 7 c c F m — AN y s A 120V - #E770WC Lit S _� 25 KVA PAD CONTACTOR M MOUNTED 1 /30A�l 20V TUNSFORMER v cok i, TR. 12Q/240VOLTS COWACTOR iPHAI,'E WRES (t F. of 2) ONO, <Z . ° . . .. .......... A S Rco'D TO 7400 AVn (�,NDG PER SUPPORT 250-50 A 1 04 VICE ENTkANCE =N- 3# I 1114N/THAN C�,P , I'C WTm C!" SWD O LADS W�RE A MFNWJM OF 9 t a ONSWO �OADS W LENGTH "LCI SA " V O WADS @ A 10' SWD LOADS- � () � F."LIZC 71 CAL, USTROLCTION SYSTEM "MDC" SCALE- N,T.3. @ 2 POLE BASE DETAIL — TYPE O W E sc o— ALE: N _TS. — r a Ridge Building L)ept, _Plan Chec!eer � WS Ku W%W KMW%9 aw ama Kc SAW, ONO MMIU �Wmo AIT—vk Low 7_ M WOM 9 ME 0AN a.*wo "s T Ix t EvAl OD M w "m me (*m 's ,Mx wp w --ma Aw w" = a2 x R f MOIR MQ , WAL main ME sad spa n WN ." wfv",d "a." Ir wa 1 14 MIACIA mo 1 4 4my VAU DIOV&A a X pah 4 1� Rf mul M09% Im "W" w Ar" QF XI ' WAS m or X4 , xo �Wxlll CAN wu X , ax Tvr eukuuwx q t; rwr w mmm Irt; Pug Tgfl WMV AV Xf, WN Wymmw. ,A �ftwpt, n*ftlkq*c w �pq Yr @ DTI T POLE BASE EAL — YPE "BB" 3 OL S_ L SC — A L Ec�: N. T. S d ES1,2 xm no, W 4 14, 0110 ♦� City of "� `JVheat idge COMM IT UNY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 10, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: NEW ADRESS: 10100 W. 38` Ave., Wheat Ridge, CO 80033 PARCEL NO: 39- 281 -12 -022 NEW ADDRESS:: 10040 W. 38` Ave., Wheat Ridge, CO 80033 PARCEL NO: 39- 281 -12 -021 NEW ADDRESS:: 3795 Kipling St., Wheat Rime, CO 80033 PARCEL NO: 39- 281 -12 -020 NEW ADDRESS:: 3725 Kipling St., Wheat Ridge. CO 80033 PARCEL NO: 39- 281 -12 -019 "This area is known as Kipling Ridge SUBDIVISION: MVG Marketplace FLG No. 1 RECEPTION NO.: 2014078866 NOTES: This is a courtesy fication. AUTHORIZED BY: DATE: DISTRIBUTION: 1. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 2. Email to erlinda.i.martinezna,usps.g and krissv j.summerfield (&usps.gov 3. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: 21 1 -� � IS DATE: Site www.d.wheatridge.co.us Vicinity Mau A FOR OFFIICE USE O L � ' City cif F * ' Building & Inspection Services Division 7500 � 2e Ave., Wheat Ridge, CO 80033 Plan Review Fee; � 3 "" Office: 303- 235 -2855 " Fax: 303 -237 -8929 Inspection Lire: 303- 234.5933 B uild ing Perm Application plea socomplete all btaht#g e + � this fca ; . tr�c to # 01 Property Address: Pro peq Owner ( p lease print): hkqa Phone: Property Ow ll Matting add (if different than property address) Address: state, i 1 Phone . Ar ch it ect/E ng inee r E-mail: ' '"' ..,. a "'�1 + l {� ' (o Contractor: Contractors,city Lice , + ► contractor E-mail. Add � Sub Contratt Electrical: El : °r -lc Pl Mechanical: I: WA. City Ucenso # t 0 Wl WA. City License # W.k City License # Other City Licensed Sub: Other City Licensed Sub: City License a City License Complete all inform o n BOTH sides of this for tom; ount of materials to be used, etc. y. ®r. Sulldin Divisio MORNINGSTAR WHEAT RIDGE, CO SE CORNER OF 38TH AVE. & KIPLING ST. WHEAT RIDGE, CO E XAISTING OVERHEAD SERVICE TO REMAIN. (XCEL 25 KVA) 100A DISCONNECT SWITCH lo 3W, 120/240V 100FLNR, NE MA 3R /-100A TRAILER PANEL ANEL 4 0 3W, 120/240V P/ NE MA 3R ----�TO TRAILER LOADS (3#2CU, #8 CU G, 11 /4" EMT) #6 CU GND TO DRIVEN ROD TFMPORARY SERVICE ELECTRICAL ONE-LINE DIAGRAM 1-'C ALE = NO SCALE I., 3 9 ., ! .. 1 LOT 3 WHEAT RIDGE DENTAL GROUP , ,,.�.. , ,w„.,,._...�,... w.a ............. _----- _. ----- N: 706,708,92 1 1--- .,..... — 1111....,.. — "` m ........�..... ,1111 _ ®,1111.. ,.........�.........�...,.. N: TOST709.5L? .»....... _... �..,.. .,...®.. _...�....... ..,....,.......», .,.- 1111. ,....... — t 5 110, 40AI 35.q'P' „. ..,» ».........» 1111 1111. »,..,v..®..,,...,...�,..... m....�..� ..,,. / \ PROPO SIGN I WALK T ! I t SOD I WALK '•»T�..`• O ter' i ! i i I' ! tJ7.2 r co sre1+°rxraV . -. .,_......... — 4,71^ Nz 705,677,67 j N: ! 0:440,163.42 ,,_, r — 109 ,6BS 1 �CHB$ "29'2CJ'W I9 � } or � &W TRACT A NasV I y i Rt50,WT9" w GORTON HEIG HT Cza 3 3311 ^acs• a as,arr w ww•rra.^^a 3 3.m.�' I 25,6x6 mar LOT 3 WHEAT RIDGE DENTAL GROUP , ,,.�.. , ,w„.,,._...�,... w.a ............. _----- _. ----- N: 706,708,92 1 1--- .,..... — 1111....,.. — "` m ........�..... ,1111 _ ®,1111.. ,.........�.........�...,.. N: TOST709.5L? .»....... _... �..,.. .,...®.. _...�....... ..,....,.......», .,.- 1111. ,....... — t 5 110, 40AI 35.q'P' „. ..,» ».........» 1111 1111. »,..,v..®..,,...,...�,..... m....�..� ..,,. / \ PROPO SIGN I WALK T ! I t SOD I WALK '•»T�..`• O O r^, 4 1 i ! i i I' ! tJ7.2 r co sre1+°rxraV aAT 4,71^ Nz 705,677,67 . ! 0:440,163.42 . CARVE TABLE CURVE 0 DELTA RADIUS LENGTH CHORD DIRECTION CHORD LENGTH Cl 13rw'.%Y" IIIAu 24,09' Sr" 48w C2 0"" 33,W 444' S Vw4irw 42,79 1 E ( 6 C Wrsaw am 57AT se Karlm "'W 332.611 W 705,696,83 g LOT E: 110,089,14 se3a' 4 1 4 38THS KIPLINGPARKSUB Ca pp4aa sr a6 488° o3ror mes WALK I4� 1 cs owlww 1617 4£1' Sas "mraa^E 4"+4 } A It Mork shall comply with 2012 IBC � RFTAiNft `c�.nd n app licable City f'? ,.;:�, 31, 1..� b � ,,Ridge Municipal Codes. Na PROPERTY LINE 7[+6,594.00 4c19.93$.4r Existing Power P0 . LOT 1 ORTON HEi HTS IE' 76 I N E; I { i¢i ( 6 I 1 I I ( 1 i 0 LEI - RAMP (TYP) TOY WALK x 3 gtT 25.77" +.eJ CORNER SIGHT TRIANGLES: LOCATED AT EACH INTERSECTION, IT LEG AT STREET 10.00 PAW ..' �... ••..�, ,•,.. 1111 11 11,... FLOWUNE AND S§ LEG AT INTERSECTING STREET$ FLOWLINE . .. CORNER TRIANGLES MUST ... a "` '"., ° „' " BE FREE OF ALL ITEMS OVER 36" IN HEIGHT EXCEPT FOR TRAFFIC CONTROL DEVICES AND Efl'6?I #ktENT. I # N 705 414.46 �� a OFRwmNAGE '3(, _} 'I I c 116 719 ROADWAY SIGHT TPIA` GLES: BASED ON AASH TO 5^,'ANDARDS LOCATED AT EACH ALLEY .. JANSENSTRAWN tlsiM9UK.1"4Bf Ck E.W..CCRS 45 WEST 2ND AVENUE DENVER, CO 80223 P•303161.3333 F ^303.561,3339 a CJ + LIJ CL uj 0 • 0 .icp Nn 14020 �, + '•»T�..`• O O r^, 4 1 i ! i i I' ! tJ7.2 r co sre1+°rxraV aAT 4,71^ s4a "a2w9*x 4.233' 1 ( ! I9 � } or Ormw &W OTT NasV W h ! i } *., x , R Rt50,WT9" w w C Cza 3 3311 ^acs• a as,arr w ww•rra.^^a 3 3.m.�' Cs 25,6x6 mar sa4 "x sa:s9^ N: 705,651,47 5126E s } I e h co M +' VINT tffi.Yt' N4S'4?'IWW'# 14,14` 4as 5 Et 410.123.16 i I { : ! ct6 om6 sW 4171 sa4'#m1w a2s 9w 3 1111 N CAT S d S # c41 199^ ssws 4. *x" rzma =47133'1++ 42W 024 d „x" 22.U0 �04R PAN } C92 09016wnr' 3QAT 4.11 N4a1n2°a'rE 134° C29 Q Q, 421.:7 l low 5 5.7'9` S S99 ' , 2 2:g• N: 705,548.59 C 705,620.61 '` C Cab 9 9iF°;,�'00 9 9tliXX 9 901.44' & &331 °9T92"aY t tt1.' LT 1111 — ,... ,....�...« »:.-. C 1 20! 163,64 C13 8k�?'CdPw 5033' 1111' + 4"43`4r VE Rr6't8"58" 7 7S.iN3' 1 32.86' M M9F "2a• #S E 3 363.58' CtC Ems" a.ca" 471' t".12sn. 41x4` * y y 2 d L LEGEND: P A PROPO \ \ PROPERTY LINE ' cos T"`Zr 2 er ass 97rW7ZE d.as t C1 h I 61 (� ! SANITARY SEWER N; 765,4$8.52 CIO 18'39' Fb,� ffi.22' o-tx4�la' '9 S.FS" 0 d� , f '1 \ l L EASEMENT C17 Q.V4rFC^ 3A. X 25.3"' sza^ 25'w 21.6x' WALK I I \ 38TH & KIPL..ING PARK 5118. D ry DISCOVERY PARK P y OWTOW x151^ x126^ 2ure+"4tw27 xuex ••_•.^".",•• die k I { q S \ I a P C?A wI 4rvr xaw MW SZ21815 L 3 35 I I t h S SCALE: V- 2T N 78.00' I ! I ! I I NOTES, CRIGIIAL GRAPW VALE 030 gt7 L N; 705.594.84 $1401' I 2) ALL RAND #CAP RAMPS SMALL BE CONSTRUCTED WITH DETECTIBLE " j 9 9.4409li C C22 C 1a 1 F6.rr S4$ s4.rw^ VW ( E: 110,075,12 ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FROM PLANS " i 1 ." 9 \ ? } 4 $ 2 P 4 ! 3 CONDITION, C21 W 31W 471° NwI29VE a.xc x 3 gtT 25.77" +.eJ CORNER SIGHT TRIANGLES: LOCATED AT EACH INTERSECTION, IT LEG AT STREET 10.00 PAW ..' �... ••..�, ,•,.. 1111 11 11,... FLOWUNE AND S§ LEG AT INTERSECTING STREET$ FLOWLINE . .. CORNER TRIANGLES MUST ... a "` '"., ° „' " BE FREE OF ALL ITEMS OVER 36" IN HEIGHT EXCEPT FOR TRAFFIC CONTROL DEVICES AND Efl'6?I #ktENT. I # N 705 414.46 �� a OFRwmNAGE '3(, _} 'I I c 116 719 ROADWAY SIGHT TPIA` GLES: BASED ON AASH TO 5^,'ANDARDS LOCATED AT EACH ALLEY .. JANSENSTRAWN tlsiM9UK.1"4Bf Ck E.W..CCRS 45 WEST 2ND AVENUE DENVER, CO 80223 P•303161.3333 F ^303.561,3339 a CJ + LIJ CL uj 0 • 0 .icp Nn 14020 �, + '•»T�..`• O O r^, 4 1 1 ' ! i i tJ7.2 r r�r'roa'e�". 9 9sXY S St2' � �FO"a2'tRE 3 33933 I I k A�?2 &'46'31 t h ! i } *., x , R Rt50,WT9" w w C Cza 3 3311 ^acs• a as,arr w ww•rra.^^a 3 3.m.�' ' \ \ CNB�595 416"42 °E 5126E s s r CHw77,06' C Cxs 9 937 6 6 a ac 4 4as 5 STORM SEVYER C Ca 0 013'43'33' I IIAW 1 N55`i4`15"SM < <t.ir9^ 9w 3 1111 N CAT d S EASEMENT C C27 ? ?%&9'nsr I IVIR 9 19.77 024 d S0k`TIVI E 1 C4 C29 Q Q, 421.:7 l low 5 5.7'9` S S99 ' , 2 2:g• N: 705,548.59 C '` C Cab 9 9iF°;,�'00 9 9tliXX 9 901.44' & &331 °9T92"aY t tt1.' LT 1111 — ,... ,....�...« »:.-. C C3? R Rr6't8"58" 7 7S.iN3' 1 32.86' M M9F "2a• #S E 3 363.58' 1111 3 * y y 2 d L LEGEND: P A PROPO \ \ PROPERTY LINE ' AD. R GR3SSYMALK' ° r P � s N; 765,4$8.52 EXISTING CURB EC 114.056.21 0 f '1 \ l L TOO f � PROPOSED CATCH CURB & GUTTER. WALK I I \ 38TH & KIPL..ING PARK 5118. D DISCOVERY PARK P PROPOSED SPILL CURB 6. GUTTER ••_•.^".",•• die q S \ I a P PROPOSED CONCRETE WALKWAY • L 3 35 I I t h S SCALE: V- 2T N 78.00' I I NOTES, CRIGIIAL GRAPW VALE 030 gt7 L 9$ ALL D4RRE,i1PStt3NS ARE TO FY.C?Vx+4iNE At"4C3 <3Gdf:DINCx FACE UNLESS CP'ftfERYd➢SE NCtTEt?.. L- T$;BA \ } } . 2) ALL RAND #CAP RAMPS SMALL BE CONSTRUCTED WITH DETECTIBLE " j 9 9.4409li C C22 C CHS -N VoLi o- W h DETAIL. VW ( ( i =. I\ } R } E ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FROM PLANS " i 1 ." 9 \ ? } 4 4! CONTRACTOR SMALL REMOVE AND REPLACE DAMAGED CURS, GUTTER, PAVING, AND j (TYP.} C �TYP.} i ( @ h l C CONDITION, C6 ( IE € € f p SIGHT TRIANGLE 6#17701: 11 ( .x 3 5 h 1 PEDESTRIAN SIGHT TRIANGLE$: LOCATED AT EACH CURB OUT, IV LEG AT THE EDGE OF � 1111 P ALLEY OR PAVEMENT AND IV LEG AT BACK OF WALK. NO ITEMS THAT ARE WIDER THAN IS' AIMMIRAMM h LT y y ° : 1 _, M MAY BE TALLER 3W WITHIN THIS TR LE. .._ ..._ __ ........ � �,.. -1111, .�...,.", ,.,................... -- JANSENSTRAWN tlsiM9UK.1"4Bf Ck E.W..CCRS 45 WEST 2ND AVENUE DENVER, CO 80223 P•303161.3333 F ^303.561,3339 a CJ + LIJ CL uj 0 • 0 .icp Nn 14020 �, + WHEAT RIDGE FIRE PROTECTION DISTRICT D OING REV 12/2012 Plan Review Report 1 of 2 WHEAT RIDGE FIRE PROTECTION DISTR$CT PLANS ARE APPROVED AS SUBMITTED PLANS ARE CONDITIONALLY APPROVED. See Flan Review Comments below. respon is not requ I G1.0 �Prdvlde permanent markings Indicating the extent of allowable shopping cart storage In the vestibules. This can occur I on the floor or o # 9 SDI.0 Preliminary fire lane requirements are shown on shoot SDI .0. Contact the Fire District prior to marking fire lanes In !order to verify fire lanes and for marking approval. A 1.0 Install st ock wa boll ard # M :: # .. 4 spr r t o pr otec t r f r om damage a.', . ! t o prevent storag accumulatin around the riser makin It Inaccessibl If EXIT SIGNAGE COMMENTS: -Vi ewing distance .: .. a # , ma ximum .. A 119 Add an Intermedi s ign ... - Directional w. we required In REC 120IJANITOR 118 area. -Exit sign may be required In Dell Prop 109 area, Minimal exit signage Is provided In the MAIN SALES too area. Ensure that exit signage meets al viewing requirements or add additional signage as needed. a ## * # REV 1212012 Flan Review Report 2 of 2 WHEAT RIDGE FIRE PROTECTION DISTRICT WHEAT RI G E FIRE PROTECTION DISTRICT DOING THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS 3980 Upham Street Wheat Ridge, Colorado 80033 * ph.303.403.5900 # www.wrfire.org LIFE SAFETY REQUIREMENTS �Kvabt; I 1;A1W Sprouts Farmers Market ikop'-RTYAd SW Corner W 38th Avenue M UIPah-An T: Saunders Construction 6950 S Jordan Rd, Centennial Co $0112 1, Permits and approved plans shall remain onsite during all phases of construction, 2, A fire extinguisher with a minimum rating of 2A40BC shall be within 10 feet of all'HOT WORK OPERATIONS", 1 AM fire alarm and suppression systems shall remain in-service while work is being performed, The Fire District shall be notified 4 any existing detection or suppression system will be off line for more than 4 hours, 4, Trash dumpsters shall be kept greater than 20 feet from any structure, 5. Fire Lanes shall remain clear at all times during construction, 6, All utilities shall be clearly marked and protected from damage by construction equipment. 7, Areas under construction shall have adequate protection in place to safeguard the public, 8, An emergency phone shall be on site and accessible at all times during construction. Either a cell phone of a landline is acceptable, 9, Emergency contact numbers shall be posted on the front door during construction. % All exit routes shall be clearly defined and posted during construction, Paths of egress shall remain clear of construction material, debris, or other obstacles. 11, Any changes to the approved plans shall • submitted to the Division • Fire Prevention for approval. 1Z Refer to Chapter 14 of the IFC for all additional requirements for fire safety during construction and demolition. changes to an existing fire detection or suppression system requires a separate fire district permit, Submit for review and approval any changes required. 2, Any code requirements arising during construction shall be addressed with the Building Department and the Division of Fire Prevention. 3, These comments shall remain with the approved plans and the posted permit at the construction site, 4. 48-hour notice is required for all inspections. Please call the Division of Fire Prevention at 303-403-59M in order to schedule required tests and inspections, . . .. . ........... Final inspection and acceptance testing Is based on field verification. it is the responsibility of the permit holder to ensure that alf of the permit requirements are met. Failure to meet the requirements of the permit will result In a failure of the Inspection. Re-inspections due to inspection failure are subject to a charge of $50.00 per hour. REV 1212012 Plan Review Report WHEAT RIDGE FIRE PROTECTION DtSTRtCT Melissa Mackey We've added a plumber (Kerwin Plumbing & Heating). Still waiting on the roofer. Also, I sent you the wrong information for the electrician. We are using Diversified Electric, not Wayne's. Hopefully this doesn't cause any issues. Once we have the roofer we can get a new permit going. U= AMA �21 Project Engineer Saunders Construction, Inc. 6950 S, Jordan Road I Centennial, CO 180112 01 WWn-L3U L2Q%&W-74—U- b.kreve0saunderscixorri j)MMy.1gun0eWjqgrn Sent: Wednesday, October 22, 2014 7:49 AM TO: Benjamin Kreye Subject: RE: Kip ling Ridge - Sprouts Permit Feeds Melissa Mackey Permit Technician Office Phone: 303-235-2855 city of �COMJMWVNI I WEL MIIE From: Benjamin Kreye [malito:B.Kreye@saundersci.com) Sent: Wednesday, October 22, 2014 7:48 AM To: Melissa Mackey Subject: RE: Kipling Ridge - Sprouts Permit Feeds mm Project Engineer Saunders Construction, Inc, 6950 SAordan Road I Centpnnial- CO 180112 rr FOR OFF ate. planlpennit # )-"I � I L t v 0 G W Plan Review Fee: Building Permit Application J"6 —IT MW 3.11M Addres g! y, S tat e , I e, Z �i* Contractors City License #: Phone- Contractor E-mall Address: Sub contractors- Electrical: Plumbing: Mechanical: W-R, City License # WR City License # WR City License # Other City Licensed SW Other City Licensed Sub: City License # City License # Complete all information on BOTH side-, of this form Amps qu Other City of Wh6at"i ge Ltl3 WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235,2857 I INN Location of Construction: 3*72-5 0 11004,,IA-11— Purpose of Construction &yI4, Single Family Commercial Multi S_Ztj�_400 (Required of all projects for document processing) Single fami1v Residence/Duplex Review Fee:.,,. ... . ........ -io.00 $�_ Commercial/Nlulti-Familv Review Fees: 0 0 & M Manual Review & SMA Recording Fee..... ...... . - - - � - - - . _ _ $100,00 $_L42j2 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changcs 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: 0submittal (full initial review fee): .... ...... ____ ........ ......... $600.00 $_ All subsequent ....... ....... _........... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 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.wheatridgexoms Rev 1212 City Of' PUBLIC WORKS , DEPARTMENT I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below, 1. Site Survey: 01( Not OK; refer to stipulations, 2 Drainage a Final Drainage Report and Plan required -J.-- b, Drainage Letter and Plan required — Yes C. Site drainage/grading have been reviewed and are - J.,�OK 3, CDPS Permit & SWMP Approved: Yes — No 4, Public Improvements to _becom �Ieted: a, street paving/patching: — No b. curb & gutter/drivecut: L Yes — No c. sidewalk: _je Yes No d. standard street lights: -- A e :� - Ves — No e, pedestrian lights: - Jefyes — No stonn sewer: -- J ' f�yes — No Letter of Credit (I., 7C) required: Yes — No b-, Fu s in lieu of construction: Yes No 5, 6, 7, No No Not OK; see stipulations N/A If an LOC or funds in lieu of are, required, lbr what improvements? Aniount of the LOC or funds: $ gggC312� -i SIAIPIA required: Traffic impact analysis required & approved: 'Yes No j, Yes No Street Access Permit required — Yes — No If yes, was it approved by the Director of Public Works? — Yes — No Does all existing roadway/alley R.O.W. ineet the standards of the City: _Ae'Yes — No If not, Nwvhat i1s, re% _W." woJIMMIM- 11 1 M. -1111 -- nMMr4MM 9, APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. ,signature David F. Brossman, P,L.S. Date I O NOT APPROVED: The Public Works Department has reviewed the submitted material and does not I approve this Permit Application for the following reason(s): Signature David F. Brossman. P.L.S. 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. Re, 06 1 -1 M oc z m 0 A tr M 0 Z o 0- m cr m 03 • R: 5F 00 F 2 iv :E r • :E CL 0*• r W 0 R CT m < a - n • 5 3 3 n • (�N 4 IL w 64 ♦ tp IZJ (!n 61 Z On Nj NJ �4 Lm 0 +-A 1 .0 0 00 w (.n it C* -4 W f.0 lP* 0 co tj • 00 0 N (.A • • P" • 1- Ln • 6, z 3: a n > m m w S n =r q 0 m — m 0 3 rffs ea -mac f 3 @' 3: cr Z oj w Ln M M m o rn < 0 n o M oc z m 0 A tr M 0 Z o 0- m cr m 03 • R: 5F 00 F 2 iv :E r • :E CL 0*• r W 0 R CT m < a - n • 5 3 3 n • (�N 4 IL w 64 ♦ tp IZJ (!n 61 Z On Nj NJ �4 Lm 0 +-A 1 .0 0 00 w (.n it C* -4 W f.0 lP* 0 co tj • 00 0 N (.A • • P" • 1- Ln • City of ] heatR�jge C11 V Of WHEAT RMOF HUILDIM; AND INSPECTION SERVWES DIVISION 7500 W 29th Ave Wfirat Ridgc CO 80033.8001 p. 301235, 303,237,9929 A copy of this form must be completed by each agency Indicated on the Permit Submittal Checklist for the project type and be attached to the Build I ing 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, MM= ii zmffm. i Agency Notes., I ) \, Le O'C/u'A J 1 41 A L Signature. (Agency Representative) Date:_ FROM :WESTRIME SAN I TAT ION FRX NO. :303 424 2626 Jul. 17 2014 11:07RM P2 Ci ty 44 (11Y MW14FAI RIDOF PIALLNISOAKI) INSPLO ION 790 W2�hh Avc ft31 1649C.00 003J-1 /� �0, D5 2 301, I II IIIIIIq 11111111111111111111 1 111111111 1111111111p�1111i!!' ii�1111 111111 A copy of this form Must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be Attached to the Building Permit Application at the time of subtriission. Applications presented for submission without a completed Proof of Submissfon form from a required agency will not be accepted or processed. Project Address: _._ IN, ?'T Narne o(Firm/Imclividual submitting documents, -Pn-u. 171 I pe I 'A Oroject, Ty/Description: Signature of Firm Representative or Individual. W i - .1gilIIII am a duty 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. Wheat Ridge Sanitation District Clear Creek Sanitation Distrirl Fruildale Sanitation District w Sanitation District 0 other 0d 1i � H Hello Melissa, Sorry about that. Here you go. your attention to the special notes noted with the original send will be greatly appreciated. :4• Thanks, Melissa Mackey Permit Technician Office Phone: 303. 235 .2855 Fax: 303 - 234 -2857 Dear Ms . Mackay, On .: of - Brooks - • plea our pr oof of 4 4 n f orm for the above relat p r o ject. M ♦ � - � • � �. r i ♦ r � �" x * ;. r C �! ;. � « '. a� J� � ;� �' PORTION OF OUR APPLICATION, Should you have any questions, please feel free to contact our office. # �50*## CONRDENTlALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected, Thank you, CONFIDENTIALITY NOT[CE This e-mail contains business-confidentrai information, It is intended only for the use of the individual or entity named above, If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication In error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. t I OZ/9 IIL ... '"OPu'A l u'Jd cinpi .d Alle(3 B 411m suatuolsno - Iaqel 9JIJU9 J9AO adej ftiddiqs o!lseld jealo 6uisn jaclel papiol aqj mile 'qonod e,9Aeq IOU op noA 11 t4on0d 6uiddtqS Sdn e u! iaqel 9 41 ,90 eld 0 41 Wm aftioed 041 uo sainsolo jo sweas AUe J8AO0 Jou • - adej Buiddl4s a otiseld jealo qjIm Alejoldwoo 11 JOA03 pue a6mloed 0 41 1 0 OPIs 0 1 6 uls e uo laqel 0 41 0 eld - elqlSIA St laqel Buiddicls aiijue 0 41 letil ♦ Gull o4l le jaclel 0 41 BufuleluOO 1 Polulid 044 P1 - Z , Iaqel eqj jutid ol nuaw apj 9 41 UJOIJ Iu!Jd 1 uoijounj siLij poddns jou soop jasffiojq jnoA 11 GION - sieedde 1eqj xoq Bojetp jupdqqj uo uopq IuPd 941 loalaS - 96epedmoA ol pe4ae:4e sloqel Buipeil jo Buiddlqs ist1jo ou aie eia4l ainsu3 M I JO I ; foqu-I jumdiiIS :ditjSsndun3D Sdfj < cinpi .d Alle(3 B 411m suatuolsno - Iaqel 9JIJU9 J9AO adej ftiddiqs o!lseld jealo 6uisn jaclel papiol aqj mile 'qonod e,9Aeq IOU op noA 11 t4on0d 6uiddtqS Sdn e u! iaqel 9 41 ,90 eld 0 41 Wm aftioed 041 uo sainsolo jo sweas AUe J8AO0 Jou • - adej Buiddl4s a otiseld jealo qjIm Alejoldwoo 11 JOA03 pue a6mloed 0 41 1 0 OPIs 0 1 6 uls e uo laqel 0 41 0 eld - elqlSIA St laqel Buiddicls aiijue 0 41 letil ♦ Gull o4l le jaclel 0 41 BufuleluOO 1 Polulid 044 P1 - Z , Iaqel eqj jutid ol nuaw apj 9 41 UJOIJ Iu!Jd 1 uoijounj siLij poddns jou soop jasffiojq jnoA 11 GION - sieedde 1eqj xoq Bojetp jupdqqj uo uopq IuPd 941 loalaS - 96epedmoA ol pe4ae:4e sloqel Buipeil jo Buiddlqs ist1jo ou aie eia4l ainsu3 M I JO I ; foqu-I jumdiiIS :ditjSsndun3D Sdfj City of ]�q�Wh�atR�e 01YOF WHEAT RUM BUILDINQ AND INSPLCTJON SEKVICES DIVISION 7500 W 291h Ave Wheat Ridge. CO 80033.8001 p. 303,235.2855J 301237,8929 11, 1 f 9MIM the project type and be attached to the Building permit Application at the time of subinissio Applications presented for submission without a completed Proof of Submission form from a requirl *H not be accepted or processed. agency wi z3m�� s . am a duty authorized reprasentative of the agency • Wheat Ridoe Sanitation Distri • Clear Creelk Sanitation Distric • Fruitdale Sanitation District o Westridge Sanitation District • Other I Agency Notes' 2z:A --- Mw 1 , , qU4 & [ 1 � 4 V- 1v" /,w - "", '"'J IL Signature: 6 - 0 , k, Date: J (Agency Representative) City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P. 301235.2855 F: 303.237.8929 Blair Leach AAD:Fitch, Inc. 16435 N Scottsdale Road, Suite 195 Scottsdale Arizona, 85254 Dal e.zapata@fitch.com RE: Sprouts 3725 Kipling Street Wheat Ridge, CO These plans have been reviewed for.. compliance the City cif Wheat Ridge adopted 2006.1 codes, the 2011 NEC and adopted City poliel", these discrepancies were revision. 1. Please provide a scaled drawing of the site plan with distances from building to property lines; refer to sheet Sf) 1.0 (106.2). 2. How do you propose to design the mixed use and occupancy? Please add this infortnation on the code summary template. Refer to sheet T1.0; (508) 3. The south egress door (identified as #107) is listed on the door schedule, however it is not found on the hardware schedule. Please assign a hardware set to this door. Refer to sheet A7.0; (1008.8.1.3). www.d.wheatridge .coo s 1. Controlled flow roof drain systen is required for a flat roof. Please provide a detail on how this will be accomplished, Refer to sheet P3; (I I 10, of the 2006 IPC and 1503.4 of the 2006 IBQ. 2. The submitted mechanical plan must be stamped and signed by an engineer. Refer to sheets AC5, AC5.1, and AC 5.2 (106.3.1 of the 2006 IMC). 3. The mechanical engineer who stamped and signed the mechanical plan page must be the same engineer who stamps and signs the mechanical compliance certificate. Refer to sheet ACO, (106.3.1 of the 2006 IMC) 1. Feeder schedule A] 004 notes that the load side bonding jumper is #4 and is undersized according to tj bonding section 250 of the 2011. Please revise this conductor size to meet code compliance. Refer sheet E6A; (250.102 (D)). 2. What size of grounding electrode conductors are, to be ten to the service disconnect from the grounding electrodes? Refer to sheet E6A; (250.50). Thank you for working with me. I look forward to your response so the plan review can move forward. Please contact me if you have any questons. Ems= 16435 N Scottsdale Rd Suite 195 Scottsdale, AZ 85254 T +1.480.998.4200 F+IA80.998,7223 www.fitch.com Date Project # Sent Via Tracking # Project Attention To Copies Dated Sheets Size Transmittal (Non-Reimbursable) NNFAWNE 320102163 Studio McDonald UPS Next Day Cost Michael Abruzzi City of Wheat Ridge Municipal Building 7500 W 29th Avenue Wheat Ridge, CO 80033-8001 303-235-2855 Review and Comment 3 sets 08126/2014 30 x42 Bond Duplicates (Wet Sealed) I ea, 08120/2014 8.5 x 11 City Comment / Response Letter 1 ea, 0812212014 8. 11 Written Narrative outlining Changes 2 sets 08125/2014 8.5 x 11 Structural Calculations (Revised a= 16435 NORTH SCOTTSDALE ROAD T - 1 480 998 4200 SUITE 195 F + 1 480 998 7223 SCOTTSDALE, ARIZONA 85254 USA MWOMEMEEM 1280=41 Pi:1sprovm farmers markenco, wheamdge, swc kqAmq st and w. 3801 ave%O I adminVeltewcay of wheat edge - co - sprouts - plan revte%v response letter 07..18- to dvcx 16435 NORTH SCOTTSDALE ROAD T + 1 480 998 4200 SUITE 195 F + 1 480 998 7223 SCOTTSDALE, ARIZONA 85254 USA FITCH 3. The mechanical engineer who stamped and signed the mechanical plan page must be the same engineer who stamps and signs the mechanical compliance certificate. Refer to sheet ACO, (106,3.1 of the 2006 IMC) Response: See Plumbing / Mechanical Response letter for compliance. 1. Feeder schedule A1004 notes that the load side bonding jumper is #4 and is undersized according to the bonding section 250 of the 201 Please revise this conductor size to meet code compliance. Refer to sheet E6A; (250,102 (D)) Response: See Electrical Response letter for compliance. 2. What size of grounding electrode conductors are to be terminated to the service disconnect from tfN grounding electrodes? Refer to sheet E6A; (250.50). Response: See Electrical Response letter for compliance. N= hAsprouts farmers rnarket),Co, wheaftsd9e. swc. klptmg V and w, 38th ave\01 admInVefterskcity of wheat ridge - co - sprouts . titan review response Ietter , 07 18�14,doI 16435 NORTH SCOTTSDALE ROAD T - 1 480 999 4200 SUITE 95 F + 1 480 998 7223 SCOTTSDALE, ARIZONA $5254 USA UZZ995EIMM SPROUTS FARMERS MARKET — Wheat Ridge, CO. NARRATIVE OF CHANGES T1.0 — Title Sheet a. Added store number. b. Clarified street address c. Revised Project General Notes a. Added dimensions locating building from property lines. b. Revised General Note #10. M - #I�. � � -. �' )• s �# M. g a. Added / Clarified dimensions at Dock Plan. b. Revised keyed notes #4, 12, & 22. c. Revised keyed notes #8, & 12 to be NOT USED. d. Added North Arrows at details 1, & 2. e. Detail #7 has been revised to be NOT USED. Information duplicated at detail #2, f, Details 4, & 5 have been revised to be vertical pickets. AnUmar'un- M-:J c. Updated the Direct Buy Vendors list in its entirety, d. Added equipment tags for paper towel and soap dispensers at all hand washing sin e, Added additional hand washing sink per Health Dept, Comments I f Updated the Equipment list in its entirety. 9, Added keyed note #13 h tSprouts farmem markefto. wheltridge, Swc kiWing st and w, 38th ive\05 construcOon docs\archiveWA-22- 14 - 2nd city submittahsuppwl docs,08-22- M , nw�w�ve of changes docx A1.0 — Floor Plan a. Revised / Clarified keyed notes throughout entire plan. b. Revised keyed notes #4, 25, 59, & W c. Added hand washing sink at Deli Prep. Area per Health Dept. comment, a. Added roof walk way pads throughout entire plan, keyed note #16. b. Added detail designation for wing wall over roof. c. Provided dimensions locating roof access hatch. d. Revised dimensions at rood drain locations. 6, Revised dimension at RTU at grids 1-2 & E-F. f Added equipment tags for all RTU's. Qdam��f a. Removed B4O. Deck elevation datums from details 1, &2 b. Added new details 3, A&B and 4, A&B, a. Clarified accent band elevation b, Removed elevation datums for bottom of deck — covered by structural dwq's. c. Revised keyed notes 1, 2, 3, 11, 12 18, 31, & 34, d, Revised keyed notes 18, & 3 6 to be NOT USED, a. Clarified accent band elevation b. Removed elevation datums for bottom of deck — covered by structural dwg's, c, Revised keyed notes 1, 2, 3, 11, 12 & M d. Revised keyed notes 25, 25, 28, 29, 30, & 31 to be NOT USED. a. Updated key notes #1, 2, 3, 17, 19 & added not used to several key notes, b. Updated key notes for detail I and added keynotes: 26, 27, 29 & 37, c. Deleted datum for bottom of transition at detail 1. d Added keynotes 5,19 & 37 to detail 2. Changes key note 13 to 48, Deleted key note 11 beyon Added datum points to wall and hand rail, a, Added datum to Detail 3, deleted datum at B.O. Deck and added key note 19 & 14 A5.4 — Wall Sections a. Updated key notes #1, 2, 3, 11, 12 & 17. Added key note #19. b, Updated detail I with metal collector box and drain. Updated datum points. c. Deleted datum at B.O. Deck, updated Datum at accent band, Updated detail 5/A6.5. d. Deleted datum at B.O. Deck and added datum for faux window/accent band. FTAT*M�Ii �W I - �Tkyflm 9�1 CM a. Revise perimeter fighting locations. b. Revise exterior fighting locations and mounting heights. c. Revise grocery freezer switch location. a. Revise cashier receptacle height. b. Revise seating area to add receptacles for convenience and microwave, a. Revise light fixture schedule (fixtures F4E, F8E) remote ballast b. Revise fixture M 1 •M I E mounting height. a. Removed filters for the ice machines, oven and proofer as noted, b. Removed key note #26 for filters. 61=0. g a. Removed filters for the ice machines, oven and proofer as noted. unammolgau Sheet R2.0 a. Added dimensions to the floor sink at the wide island frozen food island per the QC comment. STRUCTURAL CALCULATIONS OR Sprouts Farmers Market Wheat Ridge, Colorado Crrt art a t Soil Da Calculations per Calculati ACl 318.08, ACl 530.08, ISC 2049, Retained Height M - 6.26 it �._...w2, Allow Soil Bearing t psf CBC 2010, AC 7.14 Wall height above soil 4.00 ft Equivalent Fluid Pressure Method Slope Behind Wall - &00: 1 Heel Active Pressure _ 50.0 psf/ Height of Soil over Toe 24.00 in Toe Active Pressure 30.0 psf/ft Water height over heel - 0.0 ft Passive Pressure - 275.0 psf/ft Vertical component of active Soil Density, Heel = 110,00 pcf Lateral soil pressure options: Soil Density, Toe - 110.00 pcf NOT USED for Soil Pressure. Friction Coeff btwn Fig & Soil = 0.400 NOT USED for Sliding Resistance, NOT USED for Overturning Resistance, Soil height to ignore for passive pressure = 1100 in t rohaire LCSads Late L rr a d Applred to Stem p `Ad aiet moil Loyd Surchar Over Heel - AMA Used 7 o Resist Sliding & Overturning 0,0 psf Lateral Lori to Top w 0.0 p 0.00 If Adjacent Footing Load 0.0 lbs ,..Height Footing Width - 0.00 ft Surcharge Over Toe = 0 0 psf .,.Height to Bottom = 00 ft Eccentricity - 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist 0.00 ft Axial Load Applied to Stem Footing Type Line Load Axial Dead Load _._ 58.0 Ibs Base Above /Below Soil at Back of Wall 0,0 ft Axial Live Load - 0.0 lbs Wind on Exposed Stem = 18.0 psf Poisson's Ratio 0.300 Axial Load Eccentricity = 0.0 in l�esln Smairy Stem Construction 4 T Stem T l p em 2d r. n �_ - rv_.,. . __ _ Wall Stability Ratios Design Height Above Fig ft - 626 Ratios r t3 0.00 Overturning 1.56 OK Wall Material Above "Ht° Fence Masonry Sliding _ 1.63 OK Thickness in = 0.00 8.00 Reb Size # 5 # 6 Total Bearing Load 3,070 lbs Rebar Spacing in = 16.00 16,00 ,..resultant ecc., _ 14,39 in Rebar Placed at = Center Center Soil Pressure Toe Soil Pressure Heel 2,657 psf NG 0 OK Design Data fb /FB +fatFa 2.111 ------ psf Total Force @ Section lbs = 72.0 ` 9911 Allowable 2,500 psf Soil Pressure Exceeds Allo blel Mornent... ,Actual ft-I = 144.0 2,599,0 ACI Factored I Toe ACl Factored Heel 3, psf 0 psf Moment...-Allowable Shear. .... Actual ft -I psi = 0.0 0.0 1,270.8 22.0 Footing Shear @ Toe 18.6 psi OK Sheac..,.Allowable psi = 0.0 381 Footing Shear @ Heel 21:2 psi OK Wall Weight psf = 0.0 84.0 Allowable - 75.0 psi Rebar Depth 'd' in= 0,00 375 Sliding Calcs (Vertical Component NOT used) Lap splice if above in = 0.00 54,00 Lateral Sliding Force 1429.5 lbs Lap splice if below in = 0.00 8.40 less 100% Passive Force - - 1, lbs Hook embed into footing in = 000 8,40 less 100% Friction Force = - " 1,228.9 lbs Masonry Data _.__._.__ fm -.. _ psi = 1,500 __,__. 1,500 Added Force Req'd 0.0 lbs OK Fs psi - 24,000 20,000 ....for 1,5.1 Stability _ t.t lbs OK Solid Grouting Yes Yes Load Factors _ _ _m _ ___.. Yes Dead Load 1.200 Modular Ratio "n' _ 0.00 21.48 Live Load 1.600 Short Term Factor = 1. 000 1. Earth, H 1 ,600 Equiv. Solid Thick. in= 02 7.60 Wind, W 1.600 Masonry Block Type = 3 Seismic, E 1.000 Masonry Design Method = ASD A, V. Schwan & Associates Project Title: Sp routs - eat Ridge, Colorado 6 E Thomas Rd Engineer: SAS Protect ID: 6530 Suite 1 Protect Descr: New Grocery Store Scottsdale, AZ 85251 www.ayschwan,com Description Rear Retaining Wall CMU FQOt — Strengths ------------ [f Design Results Toe Width y 1,00 It —T-qe— -A"L Heel Width Factored Pressure 3,068 0 PSI` Total Footing Width 4.00 Mu': Upward 1,750 0 ft -lb Footing Thickness 12.00 in Mu': Downward = 302 3,257 ft -lb Key Width 0.00!n Mu: Design 1,448 3,257 ft4b Key Depth 0.00 in Actual 1 -Way Shear 18.60 2123 psi Key Distance from Toe 0,00 it Allow 1 -Way Shear Toe Reinforcing "75.00 75.00 psi = None Spedd tic = 2,500 psi Fy = 60,000 psi Heel Reinforcing = # 5 @ 12,00 in Footing Concrete Density 150.00 Oct Key Reinforcing = None Spedd Min. As % = 0Z18 Cover @ Top 2,00 @ Btm.= 3.00 in Other Acceptable Sizes & Spacings Toe: Not r4d, Mu < S * Fr Heel: #4@ 11-75 in, #5@ 18,25 in, #6@ 25,75 in, #7@ 35,25 in, #8@ 46.25 in, #9@ 4 Key: No key defined C_Sqmmaryptq rqmg�_R sting forces & Moments ....OVERTURNING.. RESISTING Force Distance Moment Force Moment Rem lbs d It ft lb lbs It ft -lb Heel Active Pressure 1,492.5 2.58 3,844.1 Soil Over Heel 1,6067 2x83 4,552.4 Surcharge over Heel Sloped Soil Over Heel 59.9 3,22 1910 Toe Active Pressure -135,0 1,00 -135.0 Surcharge Over Heel Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load Axial Dead Load on Stem = 58.0 1.33 773 Added Lateral Load Axial Live Load on Stem = Load @ Stem Above Soil = 72.0 926 6661 Soil Over Toe 220.0 050 110.0 Surcharge Over Toe Stem Weight(s) 525.8 133 7011 Earth @ Stem Transitions Total 1,429,5 O.T.M. 4,375,8 Footing Weight 600.0 2,00 1,200.0 Resisting /Overturning Ratio = 1.56 Key Weight Vertical Loads used for Soil Pressure = 3,070,5 lbs Veit. Component Vertical component of active pressure NOT used for soil pressure Total = 3,070.5 lbs R.M. = 6 — Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation, STRUCTURAL CALCULATIONS FOR Sprouts Farmers Market Wheat Ridge, Colorado 3702 I ` A. V. Schwan & Associates 6000 E Thomas Rd Suite I Scottsdale, Ate" 85251 www.ayschwan,com W S SRS •• t Store New Grocery . e NnWd. 27 AUG 2014, 416AM Description : Rear Retaining Wall CMt! Criteria _ ------------ ----- _ _....H. _ ...__ �- __ _.._ _.___.__._.__�.:_-�.__m_.,. $oi Data Calculations per ACI 3180, ACI 530.08, IBC 2009, Retained Height _ 6.26 it _ Allow Soil Bearing 2, 0 O psf CBC 2010, ASCE 7.10 Wall height above soil - 4.00 It Equivalent Fluid Pressure Method Slope Behind Wall - 5.00 :1 Heel Active Pressure - 50.0 psf/ft Height of Soil over Toe - 24.00 in Toe Active Pressure - 30.0 psf/ft Water height over heel 0.0 ft Passive Pressure - 275.0 psf/ft Vertical component of active Soil Density, Heel = 110.00 pcf Lateral soil pressure options: Soil Density, "toe = 110.00 pcf NOT USED for Soil Pressure, Friction Coeff btwn Ftg & Soil = 0.400 NOT USED for Sliding Desistance. Wore Soil height to i g g NOT USED for Overturning Desistance. for passive pressure = 12.00 in _..rv...m W L at i.aad Applied tc# Stem Adtacent ooting Load _.u_ Surcha Over Heel _ O.O psf Lateral Load "top 0.0 pf Adjacent Footing Load 0.0 lbs Used B o Resist Sliding & Overturning ...Height to s 0.00 it Footing Width 0.00 ft Surcharge Over Toe ao psf ...Height to Bottom = 0.00 It Eccentricity = 0.00 in Used for Slydinr & Overtumin Wall to Ftg CL Dist = 0.00 it J Axial ud A lappiled to Stem Footing Type Line Load Axial Dead �Load 58.0 lbs� Base Above /Below Soil _ at Back of Wall 0,0 It Axial Live Load O.O lbs Wind on Exposed Stem = 1&0 psi Poisson's patio 0.300 Axial Load Eccentricity 0.0 in Top Stem _. u _ 2nd Wall Stability Ratios Design Height Above Ftg ft = 6:26 Ratio 1.0 0.00 Overturning 1,56 OK Wall Material Above °Hg = Fence Masonry Sliding 1.63 OK Thickness in = 0.00 8,00 Rebar Size = # 5 # 6 Total Bearing Load 3,070 lbs Reber Spacing in = 16.00 16.00 ...resultant ecc. 14.39 in Rebar Placed at Center Center Sail Pressure Toe Soil Pressure Heel 2,557 psf NG O OK Design Data _a.a.. iblFB +fa1Fa = � .. 2.tt1 Allowable = psf 2,500 psi Total Force a Section � lbs - 72.0 3917 Soil Press Exceeds Allowable! Moment..., Actual ft-! = 140 2,599.O ACI Factored Toe ACI Factored I Heel - 3,068 psf 0 psf Moment.-Allowable Shear-Actual ft-I = psi = 0.0 0:0 1,270.8 22.0 Footing Shear a Toe 18.6 psi OK Shear,.-Allowable psi = 0.0 387 Footing Shear @ Heel - 21.2 psi OK Wall Weight psf = 0 0 84.0 Allowable = 75,0 psi Rebar Depth "d" in = 0.00 375 Sliding Calcs (Vertical Component NOT Used) Lap splice if above in = 0.00 54.00 Lateral Sliding Force 1,429.5 lbs Lap splice if below in - 0.00 8.40 lens 100% Passive Force = - 1,1 OO.O lbs Hook embed into footing in 00 &40 Tess 100 Friction Force = • , 1,22&Q Ins Masonry Data _ I'm - __.-__-..psi- ��. 1,500 � 1,500 Added Force Req'd 0.0 lbs OK Fs psi = 24,000 20,000 ....for 1.5.1 Stability O.O lbs OK Solid Grouting - Yes Yes Load Factors _ _____ _ _ a __. ____ __. Yes Dead Load 1.200 Modular Ratio "n" 0.00 21.48 Live Load 1.600 Short Term Factor = 1.000 1. Earth, H 1.600 Equiv, Solid Thick. in= 0.00 7.60 Wind, W 1.600 Masonry Block Type Seismic, E 1.000 Masonry Design Method = AD A. V. Schwan & Associates 6000 E Thomas Rd Project Title: routs - Wheat Ridge, Colorado En SR Suite I sneer, S S Protect ID: 6W Project Descr: New Grocery Store Scottsdale, AZ 85251 www.ayschwan.com --- VI� �'$O � _rt i� W_ Description, Rear Reta! Retaining wall cmu - ------------ . ..... [ Dimensions & Strengths ------- -- esign Results Toe Width It Heel Width Total Footing Width Factored Pressure —T- L 3 0 psi 4,00 Footing Thickness 12.00 in Mu': Upward 1,750 0 ft -lb Mu': Downward 302 3,257 ft-lb Key Width 0.00 in Mu: Design 1,448 3,257 ft-lb Key Depth 0.00 in Actual 1 -Way Shear 18.60 2123 psi Key Distance from Toe 0.00 ft Allow 1 -Way Shear 752 75.00 psi fc 2500gi Fy 60,000 psi Footing Toe Reinforcing = None Specid Heel Reinforcing = # 5 @ 12,00 in E Concrete ensity 150.00 Oct Min. As % Key Reinforcing = None Spedd 0,0018 Cover @ Top 2,00 @ Btm.= 3,00 in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: #4@ 11,75 in, #5@ 18.25 in, #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, #9@ 4 Key: No key defined & Moments .__..:..,.w. ... OVERTURNING_., Force Distance Rem lbs If Moment RESISTING ..... #b Force Distance Moment Heel Active Pressure 1,492,5 2,58 _ ft 3, Soil Over Heel lbs ft #b 8441 1,606,7 Surcharge over Heel Toe Active Pressure -135.0 1,00 Z83 4,552A Sloped Soil Over Heel 59,9 322 1910 Surcharge Over Toe -135.0 Surcharge Over Heel Adjacent Footing Load Adjacent Footing Load Added Lateral Load Axial Dead Load on Stem = 58,0 133 773 Load @ Stem Above Soil 72,0 916 Axial Live Load on Stern = 6661 Soil Over Toe 220,0 0,50 110.0 Surcharge Over Toe Stem Weight(s) 525.8 133 7011 Total 1,429,5 O.T.M. Earth @ Stem Transitions 4,375,8 ResistinglOvertuming Ratio Footing Weight 6K0 Z00 1,200�O 1.56 Key Weight Vertical Loads used for Soil Pressure 3,070,5 lbs Vert. Component Vertical component of active pressure NOT used for soil pressure Total 3,070.5 lbs R.M. 6,8318 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation, FITCH Dated Sheets Transmittal Description 3 sets 09/09/2014 (Non-Reimbursable) 16435 N Scottsdale Rd Date 09/1212014 08120/2014 Suite 195 8,5 x 11 Submittal Description Letter 1 ea. Scottsdale, AZ 85254 Project # 320102163 Studio McDonald Sent Via UPS Next Day Cost T+1A80.998A200 Tracking # F+1,480.998.7223 Project Sprouts Farmers Market www,fitch,corn SWC 38th Ave & Kipling St Wheat Ridge, CO Attention Michael Abr Copies Dated Sheets Size Description 3 sets 09/09/2014 16 ea 30 x 42 Bond Duplicates (Wet Sealed) 1 ea. 08120/2014 1 8,5 x 11 Submittal Description Letter 1 ea. 0812212014 2 8,5 x 11 Narrative of Changes Remarks Michael, We are providing for your review and approval the above referenced revised construction documents for the already approved permitted project. I trust everything is in order. Respectfully Sent By Harold Foutch 164,35 NORTH SCOTTSDALE ROAD 'T 4N ?98 4..1 } WTE ME, F 480 998,"223 SCOTTSDALE, AMZONA 85254 USA WWW,F$TCH,CO3 FITCH CITY OF WHEAT RIDGE Municipal Building 7500 W. 29 Avenue 303-235-2855 Al E: Sprouts Farmers Market 3725 Kip ling Street Wheat Ridge, • Dear Mr. Abruzzi: 111j iri Dri - Ili mij ejj j _ j, joi j _ i Will i'M MNEM� s� Respectfully, AADzRTCH, Im RT CH t6435 NORTH SCOTTSDALE ROAD T - 1 480 999 4200 SUITE 195 F + 1 480 9967223 SCOTTSDALE, ARIZONA 85254 USA SPROUTS FARMERS MARKET — Wheat Ridge, CO. NARRATIVE OF CHANGES Veltm C — 08-22-14 — Det,?,il I . I . . . • a Updated bulletin list. b, Sheet F1.0 was updated to Scheme 3F dated 09-05-14 at Sheet Index. c. Sheet ES1 was deleted at Sheet Index. d. Sheet P7 was added at Sheet Index. a I Mr. "Lit ty- I IM a 01 a IN andf MENEEMM= A1.0 — Floor Plan a. Added key note 59 to the Seating Area (room 123) b. Added Keynote 4 t grid area land B. c. Added key note 5 & 48 to the break room (room 108) — Interior Elevations a. Detail #16 has been revised per Bulletin #11, b. Detail #1, 2, • 9, 11, 16, 18, 19 & 23 were updated for clarification, c, Detail #13,14 and 22 were changed to NOT USED. 711 a. Detail #2A 6, 9,12,13,14,15,17 & 18 were updated for clarification. *. Detail #24 was changed to NOT USED. h ispfows famem mafkefto, wheaWdge, swc kipfing st, and w 38th aveM construUmn doc$,arch,vek09 pemv� - nanabve of changes, ts.docx 13•�� a. Revised door numbers for hardware sets #7, & & b. Clarified vision panel location at door type #4. c. Revised contact information for door and door hardware at hardware schedule. a, Added keyed note #34 at details 3, &4 and at keyed note list. b. Updated details call outs at details 1, 2, &1 c. Revised boxed note #5. a. Updated keyed note #27 and detail call outs at details 2, 4, 11 b. Revised dimension at detail #7. IMOM a. Removed shelving divider at detail 2C. b, Removed lower shelve at detail 2B. c. Provided dimensions for shelving at details 1 A thru 4D. • pdated key notes for clarity at same. a. Added key note(s) to details. as Va OWN J�j H:)JL1J giggy; 11 SlIvIva an* ONY -1-1-1- 09 3001V IV314M'133W.LS MUM SUC FEE I fit I t Jill HIS .......... . ..... . ....... ....... NO" - - ------- - 3! az t i p! f q,7 tj�-t'J'J" 1-1-1 _1111 .� 1 11" dip ` 7 MIT TV LJ CGS N' Lij J16 yak Un eJ? TTixi X' 6 i. Ir in E Q-r L -------- - it 77 ---------------- t ----------- ..'.$.' ..- - - �&' J , ` r E. y@ gg . � �g� ... 1 v � � ..,«.»....», � w.......,..sw.._.. -m... ..... � chi OUR 11 1 1 ' J i OIL - ----- 40 ni R4 Mir WHEAT RIDGE FIRE PROTECTION DISTRICT DOING THE RIG14T THINGS AT THE RIGHT TIMES FOR THE RIGHT R EASONS 3880 Upham Street Wheat Ridge, Colorado 80033 # ph.303.403.5900 * www.wrfire.org 1, Any changes to an existing fire detection or suppression system requires a separate fire district permit. Submit for review and approval any changes required. 2. Any code requirements arising during construction shall be addressed with the Building Department and the Division of Fire Prevention. 3. These comments shall remain with the approved plans and the pasted permit at the construction site. 4. 48 -hour notice is required for all inspections, Please call the Division of Fire Prevention at 303- 403 -5000 in order to schedule required tests and inspections. Fina inspection and acceptance testing is based on field verification. It is the responsibility of the permit holder to ensure that all of the permit requirements are met. Failure to meet the requirements of the permit will result in a failure of the ♦• ♦ n. Re-inspections due to inspection failure are su bject to a char ♦ $50 per r REV 12/2012 Plan Review Report WHEAT RIDGE FIRE PROTECTION DISTRICT LIFE SAFETY REQUIREMENTS