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Home My WebLink About9995 W. 44th AvenueV City of Wheat Ridge .., r Commercial Electric PERMIT - 201600962 ?ERMIT NO: 201600962 ISSUED: 06/30/2016 JOB ADDRESS: 9995 W 44th AVE EXPIRES: 06/30/2017 JOB DESCRIPTION: Under dispenser leak containment. Install leak containment boxes and put back fuel dispensers. No new circuits or loads. Fuel piping work done under OPS permit. t** CONTACTS *** )WNER (303)467-9995 SUNCOR ENERGY SALES INC 3UB (303)722-5742 Albert Carlton 018647 Carlton Electric, Inc. t** PARCEL INFO *** LONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 191 / BLOCK/LOT#: 0 / a** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,110.00 FEESPAI D Cotal Valuation 0.00 JseTax 73.98 - ?er ?ermit Fee 125.05 -7f ��11 ;J k* TOTAL ** 199.03 t** COMMENTS *** a** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. by myy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, ipplicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized )y the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with his perit. rther attest that I a Bally authorized to include all entities named within this document as parties to the work to be )erfomrm t t all ork to b formed is disclosed in this document and/or its' ac ompanying approved plans and specifications. signature of OWNER or CONTRACTOR (Circle one) Date i. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 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 ppermit fee. { 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 androcedures 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. 1, 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. 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. i, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. ;ignature of Chief Building Official — II Date LEQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS Y FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat 'ge COMMUNt N DEVELOPMENT Building $ Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY Date: Plan/Permit # 20 I �0 C)Oq (oz - Plan Review Fee: Building Permit Application "` Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ""` Property Address: / C�-Y' 5 C-) 71// Property Owner (please print): e,- Phone: _R!.j-79J -YO-5 3 Property Owner Email: en --,k Mailing Address: (if different than property address) Address: -71'% 17 r'_\ sk 11 6 City, State, Zip: cr-)jeK, e�� SOv2(,a-)- Arch itect/Engineer: Architect/Engineer E-mail: Contractor: �/�_ k -l �p►-� gee -Ir/ G Phone: Contractors City License #: L/ 7 Phone: S<23 - Z,�2 7Y2 Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/ PPLIREPAIR or REPLACEMENT JR OTHER (Describe)_ ) ee LLf>k- (� >>%pi��te•�� (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and roposed new condition, appliance size and efficiency, type an) amount of materials to be used, etc.)/��$�co�c/ /C!sPeNSe(rs. �, �j�c� Ccs'/r/�L , �'w'��• s f~ 1., �' l �(�I �J �/`�TO'�� LI•/✓ C�/�//J /%t P•`^7 ��J . �J � t��C'� L�-�/ `�=`� i'T � i[�L/ ��P//`�V rcv3crele- �2e -, -)51At/ el S,,lell)Se'-S, NC, NQ --�, 01rrO,kS ai- ' / Pt , -V L C%.�. 0/-3dtr0 (9 SPS Perm�r Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ ON'VNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE. �(OWN)ER) (CONTRACTcO or (AUTHORIZED RE RESENTAT VE) of (OWNER) (CONTRACTOR) PRINT NAIVE: (�{'kr�l a t��t /` SIGNATURE: DATE: f�b ZONING COMMMENTS Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION Building Division Valuation: $ Or Current Owner/Occupant Suncor Energy 7800 E ORCHARD RD STE 300 GREENWOOD VILLAGE CO 80111-2549 Regarding Permit: 20091477; Remodel Phillips 66 gas statin to a Shell 9995 W 44th AVE, Wheat Ridge, CO 80033 Our Records indicate that the above noted permit was issued on 08/19/09. Our last inspection related to that permit was on ONE. Because • the inactivity • this permit, it will become void as of 12/31/2015. Please contact this 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 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. W3833� Melissa Mackey Senior Permit Technician " ' City of Wheat Ridge 0or Commercial Sign PERMIT - 092892 r000 PERMIT NO: °092892``- 'ISSUED:. 09/30/2009 JOB ADDRESS: 9995 W'r 44TH AVE .'EXPIRES: 03/29/20.10 DESCRIPTION:.' Replace cabinets in exist ing `.poles for 2 pole signs ***CONTACTS Owner 303/793-8000 Suncor Energy sub r 303/781-0106 Jeffrey Peters 01-8700 Freeman Signs Co. **.PARCEL :INFO ZONE 'CODE: C-1 -USE: C'1 SUBDIVISION: 0253 BLOCK/LOT#: 0/: FEE SUMMARY ESTIMATED PROJECT VALUATION: 8,000.00 FEES Permit Fee Plan Review: Fee 199.30 e LT~i\O~t 12 5 " - . 9.5 , Total Valuation .00 s Use Tax 144.00 t TOTAL 472.85 Conditions: AT: Face change approved. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all 1. This permit u 'State of Colt ordinances of finances, for work under uner in accordance with thep to the Zoning Regulations 1t de >visions. set forth in your. application and Building Codes of Wheat Ridge, Col eby all conditions printed on this lding Code '(I.B.C) and all other ?ection. and is subject to the laws of the irado or any other applicable date. An extension may be granted at the discretion of the Building Official. 3 If'this permit; expires, e new permit may be acquired form fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment :exceeds one (1) year, full fees shall be.: paid for anew: permit. 4 No work of any manner shall be done that will change the natural flow of water causing adrainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job_" The.: issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit; for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All., plan review ub7ect to field inspections, Signature o Building Official %-date CNSPECT NREQUEST LINE: (303)234-5933 BUILDING OFFICE.: (303)235-2855 2EQUES S MUSTBE MADE BY 3PM. ANY BUSINESS. DAY FOR. INSPECTION THE FOLLOWING BUSINESS DAY. ~F t:try or wneas K~uge ssuuumg vrv MU" ° 7500 W. a Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax 303-235-2857 ~otopoo Inspection Line: 303-234-5933 Building Permit Application Property Address: C19 Cl 1 t-0, Ll 9+V-' r4 v P Property Owner (please Pine: Hate: ~//8/~' T/ Plan At. 0,7- Permits - ru- - Contractor License 1 2 7 DD Phone: 30 ?j- - P ( D ^ c(' 14.7 S Lcei l_) Sub Contractors: Pt Electrical C' License # a 1 3~ Plumbing City License Mechanical City license Com e2or 6'er5 ~L~LFv>L Convany Company Exp Date: Exp. Date: Exp. Date: e pVu Use of space (description)- S .S Lc 1 ar Construction value: i Description of work: C (es cala~etedoarme anntr cr valuation pam sneea aC2' ne-p lar-c' o-," 5 Plan Review (due at f ne ofarbmiNal): b r~ do ne5- Cab nr + ,reyl"v ) o Sq. FULA added- ~ Squares BTU's Gallons Amps a {~1 Jai. OWNER)CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREE08M i hereby Certify oud the Saito& distances np red bYthis permit applcation are acouve tt, and donot violate apocabie ordmances. rules ar [egulabone of the city of Wheat or w%is ands, easements or restrictions of record; that ag measurements shown, and. allegations made are . accumts; brat I have read and agree to abide by all conditions printed on this application and that 1 assume full resoor irTity wi tothe ~13uNdirp Code 0.84) and all other applicable Wheat Ridge Ordinances, for work spw= uCiRLCEOtA-- (OWNER) ( ?W RA& or PERSONALREPRESE ATMef(OWNER) (CONMTOR) il-NAME: SIGNAitRE: G.'r 911 JA Date. 0 DEPAR7aIlENT USE ONLY ~ ~ rdwkwer Al SU@.DmGDEPAHIMENr OMMENM OCCUPANCY:- Re+nawer tvxeDEPARTMr3iF_Qapproveaw/mmments; ❑disapproved ❑noreviewregrWed Bldg VMuatioe:$ Mailing Address: (efd#hventOran property address) Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and as detail sheet of the si nage. s: i✓' ( ontractor: f' e¢A,4*/L-- 5 9rt`?' .40 You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): o SJ (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 If the building is 1,501 - 5,000 square feet in size, complete the following: 1,501 50 = + 35= Building size Allowed sign size If the building is 5,001 - 50,000 square feet in size, complete the following: - 5,001 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: I I - 50,001 = ~ - 1,000 + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. ® Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 9~TD to, Hy4l'bYContractor. Fr-eervia" You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - ~P feet Wall 2 - It, I feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- Wall 2 allowable signage- Wall 3 allowable signage- Site Plan fAT 11a y c square feet square feet square feet d ~ Ct WQA d M q eve. ~ A I l ❑aD m 3 a C ~ 6 w 2 'm i H y ~ O m n = s o i m O m y 2 0 V N 9 z rn 2 v L 2 ~ O m n m m ~ o m u m o 3 m z m z El 2'-6 al-o W~~t m O1 ~ D O D➢ D ODrO n Op OD D 9 T 0 m - ~yO§ Im 0 0 til l N D o c 0z Z2- ~ m D m l y i - mrmxyg zw z m 0z ~ ~ :Em T O D°y yz Dy _ ~~3 m m O - l M, < z D Wr ° ~ ~ `1 ~ S. fl l ~ - (P z. i i /A~ ~ _ ire . I i I ~ _ I I 1 zt : 2 , I ~ 11 i ~ a _ - wAZ / V I ;CI:f o .Y 3 ~-p 36. o. ~ ~ 4 Nry °a2~ U ~ 16 ~ ~1 ~m ~~UU Y~~ =F ti " 1 City of Wheat Ridge- Commercial Remodel PERMIT - 091477 PERMIT NO: 091477 ISSUED:. 08/19/2009 JOB.: ADDRESS: 9995 W44TH AVE EXPIRES: 02/15/2010 DESCRIPTION: Remodel Phillips 66 gas statinto aShell "***'CONTACTS owner 303./793-8000 Suncor Energy gC 303/762-1925 G. :Gressett/D. Lamb 01-9755 The e. Deer Creek Corp.. sub.` 719/540-5216 Susan Novak 02-1138 Joe's Electric ;PARCEL 'INFO ZONE:. CODE: C-1, ' USE: UA SUBDIVISION.:. 0253 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 50,000.00 FEES r. Permit Fee 836.95 C~ C~T1 Plan Review Fee 544.02 ...Total Valuation. ,0p.: M°~• Use Tax 900.00 ' TOTAL 2,2.80.97 L Conditions: MR: Top of sign shall not extend higher than 3' above the'deckline of the building. The issuance of a building permit should not be construed to be approval of a buisness license. JS: Approved as submitted. Subject to field inspections. Must comply with 2003 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municiple 'Codes. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or. restrictions of record that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code:(I.B.C) and all other , appl' ble Wheat. dge Ordinances, for ork under this permit. Plans isubject to Sfield inspection. Signature o contracor%owne y~ date 1. This permit. was issued in accordance with thee. provisions set forth in your.. application and is subject to the laws of. the State of Colorado and to the Zoning Regulations and Building codes: of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension my he granted at the discretion of the Building Official. 3. If'. this permit expires, :a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment` has not exceeded one '(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees, shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage.' problem. 5. Contractor shall notify the Building inspector twenty-,four (24) hours in advance for.: all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job:. 6. The issuance of a permit: or the :approval of drawings and specifications shall net be construed to be a permit. for, nor an. approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review s: 'set to field inspections. Signature of C a lding Official ..'Hate INSPECTIO REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oe W"~T~ City of Whett`Ridge Building Division m 7500 W. 29th Ave„ Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 c o` Inspection Line: 303-234-5933 O~ORP~ Building Permit Application Date: (],05 Uq Plan (I / - ez ~ Permit (UO 5s- Property Address: 1119 Is Property Owner (please print): C®p [ h Phone: 30 3 -793 `7ooo Mailing Address: (if different than property address) Address: State, Zip: P 3®® Contractor: 14 C, Ue2y- C r ce 14 r 1 303,7 7 q 303 "92 Contractor License 765 Phone: / 62--1 `.21p,, Ce, Sub Contractors: Electrical City License 2 113 Plumbing City License Company: J-05 E'J ec+r c Company Exp. Date: ADDroval: Exp. Date: Mechanical City License Company: Exp. Date: - ' Use of space (description): ~e 1 h', 110>,,)ri P.S Construction Val e: $ e Description ofwork tL) (as calculated Perth uilrjlnyValuati Plan Review (due at time of submittal): Sq. Ft./L.Ft added: D Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: .(OWNER) ON ACTOR or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: DcA-rryl K4-iN z j,r SIGNATURE: ~t~~ Date: ¢-5-01 Scope of work 1. Remove existing fascia back to the original framing. 2. Install flat level 2 Shell fascia on two sides of the canopy. 3. Install level 1 fascia on two most visible sides of the canopy indicated by the plot plan. 4. Install new red light band on the two level 1 sides of the canopy. Red light is a plastic lens using concealed low voltage LED light. 5. Repaint columns bollards and island forms. Shell standard is White and Gray.. 6. Install new decals on the dispensers and doors to the convenience store. Respectfully submitted by: Darryl Kanzler The Deer Creek Corp. 303-762-1925 office 303-994-2935 cell APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Plan checker a°F WHEat,~ 'o u` m COLORA00 Wheat Ridge Building Department Approved Bolidic 1 G P EIAL DATE V of p e it T e issuance of a permit or approval of plans, specifications a mpul3 shall not be a permit for, or an approval of, any violation to, any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the building codes or other ordinances of the City shall not be valid., Work shall comply with 2003 IBC, IPC, IMC, IFGC, IFC, 2005 NEC and applicable City of Wheat Ridge Municipal Codes V ati uS f 01 11 0 ~ ham, F n A P ~r 5ts V Q Nl I-IN r N OOAm my~A~ 'n~ x~OOKMy c~=i 3 a300rz2M- -DI '0 9 y3ZAAk pA a33 . - T.Oc ZOOZZOON I'11~ nH'Nm5'Nn Oz Sm Lzz z:lTmx OA 0.-1 _ _ _ 5LI NTZp2 ~A y-N . 71 °0 ym°~NaT zN ya e pF ~mX mz m C* ZA - 5 2 X 4 _ W 2 A m1 m m v D n M 30v N y /m/om~ mm= A"D rr i z z r ~n0 Aga v 00cn H H O i c~ w O 7 z N•. - - - - - - - - - - - - - - y n.yO Tr~1O1111 e".+-,:E>.0>:UmpW~ Z ~ON-IF TX-L~ZT~TpC-OI fIN A D I LlAyy-yK -i~Tr'oZ~j .l1 ~pTO :-=iOTZZm'Tm Nm' (n .1 O-11~ Cr Ali m ATm NN~Pn TAO NNOO 'r0 D ~~ym OZ 0C A0zc 0~;- 111 m 3 1"1~ OMm ors o s mWE~ W me °m KT0 N DD m y m m r-li y O O z m 0 m ~ m r . o m m ~ m ti y Z Ni F F ~ A W 0 L A N C p ~m o, o wo o m mry Om oN m0 mm 0m 5 Ac Zm Am y2 Ky y-OIZ ms M. AZ O>:" -10 yC 0 6zo E3 C' Zy n noZ ON 0M A mD -n1~ KO mZ 00 j mZA mm ZD N[ y OCN mZ nn 0 0mn oo -ym m ATm TT zm m K m n mw >p ° u 5a m OK ° ti~ 0K co ZD mz ~ m n 9 OWN 2<% n~No on' 1OO. N ZA.V~ _1N 0O ems mom l- > w a ~zm y°2 ym O my 3 ~ODmDOT-~ DA~mmcmo '~O TTO1111m mcmTm_O mzmymooc ZNpyy2(C/If Am MN O M0 n K~ TZ zD OZ 0 A3 33yCyS 030m cT Amy m ~Z ZT!cy- r Z: ~M '0 n0.111 nNNNN O'O N.. 92(Cj1ZDm 2C pA.m z3 n~#.+3 Am Ktym41.m my ,~nA L1 m0 g9 y'a z 0 yy N zm~ xm~ yi e Z F y a ooy0 r K :1 mAo a 3s° i DOnD 3 -Z-i c0 D zi K o .o °c z~c° N Ox~" m i'1 r~ 0"m 9D C N :3z 'T NZZ (1 X y O m~ m N D i mC a N m MM m „ A Sign Overall Height. 25'•0" Max OAH Sean M. McFarland, Project Description Table of Contents Content: Page ME Job: 09.16137 C Design Loads 1 Connection Design ...............1 Installation Details (Numbered Mounting Height: 25-0" Max. OAH Separately) Mounting Style: Canopy Fascia System Structural Variables and Code Loadina Snecifications Sign Type: Channel Letters / Wall Signs Code; 2006 IBC/OBC/FBC/CBC Existing Wall Material: Other Wind Speed: 1 go Sign Weight Per Foot: 3.5 . Wind e: c Wind Loads PerASCE 7-05 JUL Connection Design Using ASCE 7-05 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6-1) Exposure: C lambda = 1.35 (Figure 6-3, Exp. C, height=25 ft) Enclosure: Enclosed Structure: Components and Cladding Zone= 5 (End-Wall - Worst j 9F Building: Category III Effective Wind Area = ~ 10 Sq. Ft. Net Wind Pressure = -19.5 (Figure 6-3 Total Load Pnet = (lambda)*I*Pnet Pnet (25) _ -30.27 Sign Loads Area Upper ACM Panel Lower ACM Panel Red Bar 2.03 FTA2 1.97 FTA2 0.43 FTA2 Connection Design Upper ACM Panel Lower ACM Panel (Gutter) Red Bar Vertical Bracket Connections Total 2 2 2 2 2 2 6 PSF Pressure (Suction) -30.27 PSF -30.27 PSF -30.27 PSF Force Per Connection -31 LBF -31 LBF -31 LBF -60 LBF -60 LBF -27 OF -61 LBF Force -61 LBF -60 LBF -13 LBF (Tap) #10 TEKS 20 Gauge 50 LBS Licenn Expires (Bracket and (Bottom) Fascia #10 TEKS 1/4" TEKS 16 Gauge .125" Steel JUN 3 [1 2010 #10 TEKS 3 MM ACM 60 LBS 110 LBS 60 LBS 60 LBS 40 LBS 110 LBS Connection Specification Total connectors required - Attach Upper White ACM Panel to Vertical Bracket @ Bottom w/ (2) #10 TEKS into 16 Gauge Bracket and @ Top With (1) #10 TEK into Cont. 20 Ga. Angle (18" O.C.). Connect Lower Yellow ACM Panel to Vertical Bracket Flange @ Top with (2) #10 TEKS into 16 Gauge Bracket and @ Bottom with (1) #10 TEK into 16 Gauge Cont- inuous Angle (18" O.C.). Continuous Angle @ Bottom is Attached to.060" Min. Gutter with (1) #10 TEK @ 18" O.C. Connect Red Accent Bar with (1) Bracket @ 36" O.C, and (2) #10 TEKS into 3 MM ACM Panel. Connect Vertical Bracket to Min. 128' Steel Existing Vertical Angle with (6) 1/4" TEKS Spaced As Shown. Sean M. McFarland, PE, 19526.Kuykendahl, Spring, TX 77379 (281) 813-7439 I ' #o-d `vloz 9 N n _ z ~uL7~ndl! ?@ O § n 'a s< za^as. 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CF z ` 3 w N n N n o o CO N h LS - m 0 ® - Q Q o o^ s o_ o n o I @3 _ P mcQ sm a m 9 a ~ - m m 0 3 m n fD 7 - 0 I UO I O A O cn O O O d o 2 2 i V `rl A r I P CPA 10 -st n n y c ro r n P 0 ~n 0 r~ T m i I a z 20 o 1 o t~ r N 6- 3r D °y " Fr - - " y ?3s m n a 0 v rn C1 m Z 2 O Ln N n n z m ~ z on N iN .17 i 3 ~G i mm ^2 o a® 3c D AM 2 3~'+ ?3, C m O D Z ~ O n ti f'l Z N O A A 17 3/16- ly /a- z 0 n ~ " I~ r 4nn o~ n -l J I I \ /NJfi =io I'~m D \1 m az r/e' , T 11 m m n U ^ Q qn q~ ' n \ 6: I 1 =m s3 ° a m am a z Si -K r 30- SJ N D Z 1 m n rn z 0 A A TI u u., ' 131/4 ly ~ ~ A I s 1 24 C 1 5/B'~ 10' 10 1 n ae i5 w n S 1 $y I -n I n y I ea I ~ I I I I I 58 1/8 _ m~~ Technical Data Forces on and tolerances of the fascia it J f` E0;5KB STRAIGHTNESS f 1,5 MM/2700 rnr~ Ct 1/16'4106 5/J6'1 ANGLE. TOL. *G,5° RADII t0.5 nn 1± 9/6407 GENERAL 10L.30.5 mm L3 1/641 W].NDLOAD 980 KM/Hr SNOWLOAD 190 I'g/r,2 Forcers exerted on -the canopy foscip o-t Poch brockc-l locAtion Upword F-orce~ 40 Ibs Down-word Force- 64 LIos HOrIzontol Force! 70 Ibs Molneni -oi Canopy Fosciai 359 inch/.]lb: Installing red bar on fascia that is outside the tolerances will cause joint and light problems!! Performance standard Technical specifications Input voltage 110/230 VAC and 50/60 Hz 10 % Environment System: -4 to 122 deg F Operating temp. Typical: 77 deg F Range fiFEDERAL HEATH SAGW COMPANY A Sdptr t~I -quatl6w Slrree A.~t2-i 2/18/2009 18 Mo r Supply e 1. Tools Required: Wire strippers, drill, screwdriver. 00 2. Supplies Required: Junction box, k8 or N10 pan head screws, UL listed PLCC cable, electrical wire connectors, Y2" locknuts, silicone. Dry er Wet ~ Sample Configurations \p 'Location Location Mounting Tabs 1 ~l Primary Wires 12VDC Output 3. Power Supply: Identify primary wires, secondary wires, and location of mounting tabs. 4. Configure Power Supplies: Secure power supplies to junction box using %2" Lockouts. Power supplies may be joined together in a wide 5. Mount Power Supplies: Units array of configurations. For wet locations, use a UL listed for wet may be mounted in any orientation locations junction box. For dry locations use any UL listed junction box. using mounting tabs. Wall penetration (seat with silicon 6. Have a licensed electrician connect primary. Power Supply Capacity Chart: / Primary power WARNING] Connect secondary Have a Licensed electrician make output. (Ensure all primary connections. all secondary connections are RED-TO-RED and UL FILE NUMBER: E215393 BLACK-TO-BLACK) Sign or channel letter 7. Make secondary connections: Secondary class 2 cables do not require conduit per NEC 725.52. Seal all watt penetrations with silicone to avoid water damage. If sign is not functioning properly, ensure that: -Primary voltage is between 100- 240 VAC -Secondary voltage is 12VDC -Output current is 5 Amps or less -Power supply is not overloaded (see power supply capacity chart) -There are no shorts in secondary wiring -All secondary connections are RED-TO-RED and BLACK-TO-BLACK Maximum Number of Fee! Meters Po Pad fi (Each) Sv Iwer Power Output CL4 Long RIOIA CL4 Short RIOIA CL4 AN Red CL4 Shod GIBAV CL4 Mini G/BMr CL4 Great While' TIMLED CC FlexIBRITE MOD 60 701507-MOD 60 Watts 45(14) 30 9 22.5(7) 54(16,5) 1 40(12) 16 26(7,5) 20 6 Power Used per Foot Meler in Watts 1.2 3.9 1.8 5.9 2.4 (7.8) 1 1.0(3.3) 1.4(4,6) 1 3.5 2.2(7.2) 2.8(9.2) 'All Great White figures are per module, as spacing may vary by applicabon WI-09-787 Rev XA P/N 701821 Rev. A 9/19/06 - Yo, I ) ik,'nur Cu fol I~-i'~.."11"IJ;(ci 1lLi F:, ,`.};Friel"I i1C! u'':'~E`Ct!'Jil-aSf t.'..:_ :`G>F1 5725 Oliva, Park Ave.-Veniura,CA 93003, Toll-Free 888J47ALED.805.6763200- Fay. 805.6763206 Sloan LED,com Info(°•SloarrLED.COm Power supply UL listed junction o z 5cn ~ 'm ° o ;n n n° m o< Q no o - n o p:<o D m -o 0 CB ' n o o° o m 0.- a a n _ o D n o ° C Z ° ° a ' < m n n< m C N O' ° O' N . S- m 6 N O -p O a - m ~m° ~ N oo ~ rt n N~ !R -3 N C n 3' m ~z W O F= T ° ® a o p ~ p o m o .,n p N ' O o ° (D 3 3 N -O N p s (n m n m r~ N CD m n IJNONNN03 m ~ S - o° mpum°. . (D b N m 7-~ N? ' m_. o _e K N (O CD . . . , n B K o E 0 - x o 93 m ' o N ~ ~P x.6 p O.p~ O ( m p 3 ~c0 ~q O m N 'N N N n Q l p ° _ m m O o ' o. b to ° Q~ c m-p m.~da -o o ~ cn x 1c tD : = s o m o no m ° a o o 'm c n o-.tu=. - 7 o - ~°IJ fU oN'O N ~0<°- ..M f lo°n-p O O_3'~0.~(0 ~ p o -p 0 (O m'm tl) N D n Q 3 _O D ao~d-a m 040 [0 o m ° m <u~~ - j.<.N.p° ~O n ~ o ` m.. m c n n o H a o_ n ° 3 54 C 3 N a w c' m' N Q O n 0 7 O O S R 0 0 m O ~ o O ® o CD O a O ~ G. c m~ n£ o ® B£~~ o c s o ~ •r m ~ ~ ED 0 - o_ F o m O m o m o~~ 0 s c N o O G (O o m Q _ O h m ^ Uu w o N j a ~ 3 Q - fl a ~ n> o o= - o f £ m 7-2 N < $o 0 0' a' m o m m a o o m 3 p s Q T o 77 56 0 l p 0 0 O_ T 00 S v -niG O _ O 2, O (O O N T - O _ O 0 3 £ m _ ID I N C 6 O R A N Z O S D 3 m z n Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. ` s: S G ti ~f Contractor: 1Ii're- e vvwets / deer C1 You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Jg I- r s Lo co, k Step 1: Determine the square footage of the building: i°v/\ooi j r Building size (in square feet): -7 or j-d@ 0^ 1, 14- (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 1,501 - 5,000 square feet in size, complete the following: - 1,501 50 = + 35= Building size Allowed sign size If the building is 5,001 - 50,000 square feet in size, complete the following: I I - 5,001 500 = + 100 = 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 The "allowed sign size" may be placed on each side of the freestanding sign. E]Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back 1 11 Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 999 5 0 ~q,l "A Contractor: -T~%e- Dzzr~ N z~ K C o P You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Ceav~a Y Wall 1 - Jr 0 feet Wail 2 - 136 feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- 6® square feet Wall 2 allowable signage- / 3-,5 square feet Wall 3 allowable signage- square feet Site Plan S2e o-Jct4A `Draw~-hj S I It r- n V V Q Y ti o CS'x yam, P OhP 10 0 ~J s~ N® to _ 40 04 C>Q CJO a 0 m m c~ -n r (DD _ ;p L CL <D 0 w o cn n M CD 0. CL 0 = r . CL CD N e s e e m m m r M ~ 3 •a _ ~ y ra 3 ~ n cn w X o a r w m N CD N Q. 0 ;u O I CD U) CD U) G C~ ~ W O 0 n o c n a b ~-a T C- -Tl P, P c D s s 'F i , G G G r T -i- ro N G L P K 7. 2: it ~J ft ~ ~ I ll~. `rl p ~ y- J ~ t- _ (n II r9 5t P ~ T n oQ Mon a 30- °30 Z1 N n D Z ~ O r~ O mm z Z 1 o- - o~ =gy=m Vim= T~ A m z _ s~ 3 3 mF I s =i xm n m0 `e D J~ °a ; m r=x ~Ne 3a- °3v z m n D Z O I ~ n m Z N S O A (n _ V) TI N m N U to n 'ZI nO I ~m H D n ~ u i/e' a D o Xo ~ v m ~ mn A "o \ I~ D J r ~ 1 oal I / I - - - - - - - - - - - - - - - - - - - .,s p= i MIN .,mm ; m 2 S PK 30- A G m O D Z O I ~ m n ti m Z N Z O A D m_ Z A o D O n y m A m I I s I N m S 1 I a 11/2" Q-On O ~ N G20 D .~0 IJ H m 0 n o~ ~ m n $~o aos o~~~yooo n ' ' ~ V . . m 30 0~~ ~ y m 3 'o ~ 0 ' 3 m` a-°. o?~- O ^ ea, ~ ' j g a o `0 m - O a-a a < m - m o- o co o N< 5 O ' c7 o 0 o n m ° 3 . g O O N o v P ~ n0 ~ ~ ~ n u ° d OZ O ~ F'}~ . n y o ° T 0 o o° o o ~ m o° 0 3 0 3 ~ 6 Ile, ° m Z° o ~2m 10 @9' Cl° ao n FN~ m~°sma co ~ -moc o-=n 3m n n oo o W Q n 3 0 m 0 0 F 3 m A O O O 'o a 0 i v, 0 0 1 o . S D 3 m, i o o ~ o Noun 0 76 Quality PROclean-Gasolines Marketer Name Bilfing Address City State Zip Contact Phone Pax Attention of I Shipping Address - Street Address by State Zip 24 Hr. prior to delivery phone number: Ship Material By: Qly Price Total "76" CANOPY SIGNS 33° x 33" - "76" Sign 375.72 45" x 45" - "76" Sign 448.88 17" x 17" "76" Si n* 504.00 24" x 24" - "76" Si n* 552.00 *Available, but only with an "Approved Oasis Except from ConocoPhillips Qty. ' Note: You WILL need to replace your alder "Caneco fled" canopy sign faces with newiaces which have the updated "Oasis" graphics. (see pictures at right) "CONOCO" CANOPY SIGNS COMM price Total 24" x76'- "CONOCO" Sign 679.52 24" x 76" - "CONOCO" Replacement Face 162.00- 31"x 96" - "CONOCO" Sign 735.32 31"x96"-"CONOCO"Replacement Face 181.76 Note: Prices do not include sales tax or freight. If tax exempt, a copy of resale certificate must be sent with an order Ordered Total Date: P.O. # : Write your Purchase Order number in the space above. It you do not have a P.O. use site ship to number for purchase order number. REQUIRED: Site Ship To Number ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Store Name Store Address city State Zip Your site ship to number is required to process your order. Order forms that do not contain the required information are subject to being returned unprocessed. e F761 ~7 Conoco canopy signs from the Conoco Red image may be reused, however, if they are in poor condition or if the letters are outlined in black (see below), the capsules faces must be refaced. If the paint is in poor condition, the cabinets should be repainted Oasis Red. Old style needing After replacement replacement face with new face FEDERAL 4 HEA4H r . I SION SION COMP d.. canopypdcelist.03.15.07 (rev.) 'O ^_e a CL Z l~ n 0 3 O a d a r S is a n 40 0 2 a p N Q 6 W+ p~ m O O c Of r-a m (,l T M Q M1 m C " LL 3 T u> r N ~k m C/ ~ Q u S a i. s1 m c~ . G m a ❑ ~ m a 3 N Lp n s' y . ~ o CL a' u ate O ~ v 3 , G 3 ~ LL e N Q C Ci fi -_'r c ~ G - TL(i 0 !2 wl, i ® ~ d } s N N ® J N O f1'1 m N T u O ~ i' O ~ , v o = Oa a-g ~ f o c a za xW aR a~i orG N o TS 3~* 'k ~a rn ~ N v D © NCpj sp m ~ a 3 m 3 m m 919 s'n dig fp B9Y n w ~m City of Wheat Ridge Community Development Department Memorandum TO: Sign Contractors FROM: Community Development Department SUBJECT: Sign Calculation Worksheets DATE: May 2, 2006 The City of Wheat Ridge Community Development Department has recently revised the building permit submittal process. Included in this packet you will find: • A minor building permit application • A freestanding sign calculation sheet • A wall sign calculation sheet All signs are classified as 'minor' building permits. The following items must be submitted with a permit application for a sign: • A completed minor building permit form (front and back) • A calculation sheet • For wall signs a site plan which shows the entire building (with wall length dimensions), location of street, location of any existing signage and location of proposed signage • For freestanding signs a site plan which shows the location of the building, the size of the building, location of any existing freestanding signs and location of proposed freestanding sign (with distance to property lines) • A detail sheet which shows the height of the proposed sign (freestanding), sign copy with dimensions, electrical information, footer information (freestanding) Please keep copies of the minor building permit and signage calculation sheets on file, as they are required submittal items with any building permit application for a new sign. If you have questions, call the Community Development Department at 303-235-2846, or visit our website at www.ci.wheatridue.co.us. .,~~0WHE4rq'o ~ m City of Wheat Ridge °ot oRav° Commercial Sign PERMIT - 060209 PERMIT NO: -060209 ISSUED: 04/10/2006 JOB ADDRESS: 4995 44TH AV EXPIkES: 10/10/2007 DESCRIPTION: rem. 2 non-conf. signs, repl. with 2 conforming signs CONTACTS gc719/391-1924 Wendell Lueders 01-8998 Aspen Sign Co. owner 303/793-8045 Suncor Energy PARCEL INFO ZONE CODE:UA USE: UA SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROSECT VALUATION:15 0.00 FEES P1an Review Fee 224.19 Total Valuation .oo TOTAL . 224.19 Comments: Convenience store/gas station/car wash. Remove two non-comforming freestanding signs and replace with two conforming free standing signs. C-1 Signs must be set back 10 feet from right of way MR 4/6/06 Signs shall meet 110 mph 3 second wind load CR 4/10/06 I hereby certiEy that the aetback distancesproposed by this permit application are accurate, and do not violate applicable ordinances, rules or re9ulations of the City of Wheat Ridge or covenants, easements or restrictious of record; 2hat all measurementa'shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Aidge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pesmit. Plans subject to field inspection. 1 % Oll . . d l Signal\ure of U3ntractor/owner ualz - 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable - ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . 3. If this permit expires,. a.new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wi11 be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid £or a new permit. - 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor sha11 notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pexmit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval ofaiiy violaC the pxovisions of the building codes or any other ordinance, law, rule or regulation. All plan as subject to fie ~ spections. Signature of Chie£ Building 0££ical O-ey aace INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS~-DAY'FOR~INSPE "~'OLLOWING, BUSINESS DAY OMm/eeehocla Is rtspmnible for tocuMB ProPOtY linp and aoatdtucting improvements according to the apptoved ptan and required development standards. The City is not responsible for inaccurate infomiaL•,on submitted within the plan seC and any co.^.struc?;:~n COMMUNITY DEVELOPMENT DEPARiMENT Buiiding Pertnit Number. OF ~EqT,p BUILDING iNSPECTION LINE - 303-2343833 Date: CITY OF YYHEAT RIDGE " m 75001NEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) C~CORPO~ APPLICATION PropertyOwner. SU(iJCOq eNe^K`1 ~s ~PR.Iq. p Property Address: Gjqq J"r ~L) , C1411 f} Pl ~ ~ Phone: 3{~)7"' ~L~3 -O G~ ~ ContracmrLicenseNo.: ~sc(~ Company: 0slj~7l✓ ,!5(C-rN CofY770P YU q Phone: dj (g -gq i' Iq02 ry I hereby cehiTy Mat tlie setback distarrces proposed by th"s pertnH application are accurate, and do nW violafe applicaMe oNinances, mles or regulations of the City of Wheat Ridge orcovenank, easemeMsor restrielionsMrecard; Mat all measuremenis shown, and aiiegations matle a2 acarate; that 1 have /eatl arM agree to abide by all conditions printed on this apptication aM Mffi ! assume fiAI resporisibility fnr compliancewith the Wheat Ridge BuildingCoQe (I.B.C) arM all otherappliable WheaE Ridge Ord'mances, fm xrork urMer this permit. Plarrs subject to field irrspection. Value:$ PCtittlt FPR:$ Plan Review Fee:$ e aac• Total:$ (OWNER)(CONMACTOR):PRINiED DA7E I ( I I UseofSpace (description): ('_on)UFiVigAl/C- ~7ToRL~6RS c~T'~'1`Ttw/ GqR ~i35H Description of work: ~mDVC~j /VO/J--GDN~OjQ/yrA,6 jtREL-6"TR4)t7WG RCPLHCE 1017-N 6d) 6ONFoRdrll.c,lt FREE-57F7aJDWG 6LF105 Sq. Ft added J6E'MoIfir 4 I~vi<r;AI,c ~:,_•hic > uns:; rh h) m;ai e14A)c7n !it CBUILDING DEPARTMENT USE ONLY SIC: Sq.Ft: Coerrrs: ` /+OProval: Ln ~ r✓~ .~J~ zoning: eD~ y O~ V acoMWnrs: ` naaro,~:v.~,_ ~n Mm~ ` ~ o S NORKS COMMENTS. ~~PF ~ ~ Approvai: >MTMEMCOMMEMS: Approval: r ElecVical License No: Plumbing license No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permd was issued in accordance with the provisions setfoAh in yourappfication and is subjectto the laws ofihe State of CobraAO ard to the Zoning Regulations and BuiWing Codes of Wheat Ritlge, Cdorado or any ofher appficable ordinances of fhe City. (2) Thispermdshallexore iF(A)iheworkautlior¢edisrqtcommenceOwithinsudy(90)daysfromissuedateor(B)tliebuiWifg aulhorized is suspended or abandoned Tor a period of 780 Aays- (3) Hthis pertnit e)0res, a new pertnit may be acquired for a fee of one-Ifalfthe amount nomialty required, provided no changes have been orvrill be made in the origirel plarks and specifiwtions and afrysuspension orabantlonmenthas ratexceeded one (1) Year. Ifdwnges have bcen wifsusperisan orabaFtdonmeMexceeds one (7) pear, fuil teesshall6e paid fora new pertnk. (4) No wak of any manngr shall be done fhat wdl chafge tlie natu2l flow of wa[er causing a tlrainage problem. (5) Contrador shall notify ihe &nlding Inspeclor iweMy-tour (24) hows 6i advance for all inspeqions arM shaN reoeive written approval on inspection prd befare proceeding wiU successive phasex of tlhe job. (6) The issuaoce of a permit or tlie ap I of drawings and specificatia+s shail not be coretrued to be a permit for, nor an appm f, any violatiu f " visions of tlie btald'ug codes or any other ordinance, law, nule or regulation. All pWn ubJectt ions. C uildmg Officiat ~ ~ ~ ~ ~ tz ~ ~ H S ~ A~ i " 4s's 97 ~y W~ ~0 ~ ,a ~o o~ ~ 0 ~ d ~ CL c' o o ~:s CD El CD w CD ~ ~ ~ m CJI Cl) ~ • rn ~ ~ rn CD n D ~ O m c~ ~ N ~ Q (D U) -4 w m~y. ~~oVOy X zp= m~nZ ri) mc y ~ ~fJ~ n m ~~lJ - i 2 ~ T D~m i ' r DD ~ o K ~ 0- 0 T~Q 0C7 TTC~'„m fn G) Z n OOm 000~ cZi~ z O ~"'c~i) ~ 2 -I v-~im~ r- ~m 2 m G r~ YJ < r m= m= o ' m • m O = _ ~ ~ A ~ J ~ tz f-+ V~ . . . . ~ yl ~n Q0o ,a ~o .Q ° o00 ~ 0 C~ d 0 CD ~ z ~ CD co -u CD 70 ~ ~ ~ 5D C~ D '(D O m 13) ~ Q. , tQ ' N «o. ' X I ~ C'n ' C: D e ~ ~r- _ m0 0r m x~o ~ m Nm cn YnDD X X AD ~ OyN p p ~Z0 U) ArA II 11 Z ,oi N N m imm D D m ~ mox m r z m L7 ~ -~I 2 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6449 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 9995 W. 44th Ave Phone : 467-9995 Contractor License No. : 19822 Company : Petroleum Electrical Service Phone : 469-7718 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,800.00 I hereby certiTy that the setback distances proposed by this permit application are accurate, P2f ITlit F2B : $45.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Pl R i F 00 $0 covenants, easements or restrictions of record; that all measurements shown, and allegations an eV eW ee . : made are accurate; thatl have read and agree to abide by all conditions printed on this Use TaX : $27.00 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. TOtal : $72.00 (OWNER)(CONTRACTOR) SIGNED DAT US2 : Description : Disconnect Elec to existing fuel disp. Terminate wiring to n ew fuel disp & fuel co ntrol equipment Electrical License No : 19822 Company : Petroleum Electrical Service Plumbing License No : Company : Mechanical License No : Company : Expiration Date : 1l7/2000 Approval: Expiration Date : Approval: Expiration Date : Approval: (7) This pertnitwas issued in accortlance with the provisions setforth in yopur application antl is subjectRO the laws ofthe State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applirable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within six(y (60) days from issue date or (B) the building aulhorizetl is suspended or . abandonetl for a periotl of 120 days (3) If this pemit expires, a new pemit may he acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in ihe original plansand specifcations and any suspension or abandonment has not exceeded one (1) yeac . If chan9es are matle or if suspension or a6andonment exceeds one (1) year, PoII fees shall be paid for a new permit (4) No work of any manner shall he done that will change the natural flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspeciorhventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceediing wifh successive phases of thejob. - (6) The issuance of a pemit or the approval of drewin9s antl specifications shall not be cons[rued to be a permit for, ~'qval~aan I~Le~f the ~3ro~wsions of the building wtles or any other ordinance, law, rule or regulation. - !J ~ ~~h Chief Buil ing Inspector For THIS PERMIT VALID ONLY WHEN SIGNED BY T HIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNWG AND DEVELOPMENT Building Permit Number : AM BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : oiX -7/78 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner : jD),[ ~i s61 C Property Address : yq 9 3' i~ • 14 y'i-h-- A✓ 4~z- • Phone : yG?- 99°/ S Contractor License No. Company: f~c PhonO: LJ(e9-7~1~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : /,gop •c0 I hereby certify that the setback distances proposed by this permit application are accurate, PErfiIIY Fe@ : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. TOt81 : (OWNER)(CONTRACTOR)SIGNED_,_I~.,J~ D~~ DATEr,do~ I USB I~rSCONn/G~C ~zEr_.-a~,CNI ~o DescriPtion $0.00 ~ BUILDING DEPARTMENT USE ONLY Zo""'ng:~o" ~1'~, SIC: Sq.Ft.: ,~-_z Approval: Zoning : T3"i~li9RO~7~TQ1PA Approval: P411"I(o~n'~r"Ia2~GsSfYi3S1@fit~~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No :/94E?~~z --~k Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date -7 - Expiration Date : Expiration Date : Approval: Approval: Approval: (i) This permit was issuetl in accortlance wilh the provisions set forth in yopur application and is subject ro the laws of the SWIe of Colorado and to the Zoning . Regulafions and Building Code of Wheat Rid9e, Coloredo or any other appliwble ordinances of the City (2) This pertnif shall expire if (A) the work aulhorized is not commenced within siuly (60) days fmm issue date or (B) the buiiding authonzed is suspended or abandoned for a period of 120 days. (3) If this permil ezpires, a new pertnit may be acquired for a fee of one-hali the amount normaily required, provided no changes have been or will be made in the original plans and speafications and any suspension or abandonment has not exceeded one ('I) yeac If changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done fhat will change the natural Flow of waler causin9 a tlrainage problem- (5) Contrac[or shall nolify the Building Inspeclor lwenty-four (24) hours in advance for all iaspections and shall receive wrinen approval on inspection wrd before ceediinq with successive phhases of theJob. (6) proo the buldig ocodes or i any tothe~ordina' f cea Iaw~nNle or dregul specifiwtions shall nol be conslrued to be a pertnit for, nor an approval of, any violation of the provisions Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT ' BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-2411 Date :12/19195 Property Owner : PHILLIPS PETROLEUM COMPANY Property Address : 9995 44TH AV Contractor License No. : 18647 Company : Cariton Electric, Ina Phone : Phone: 7225742 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that i assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : RECONNECT CAR WASH ConstructionValue: $2,000.00 Permit Fee : $45.00 Pian Review Fee : $0.00 Use Tax : $30.00 Total: $75.00 Electrical License No : Piumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : immummmmmmm #lummmi, la'iii6 (t) This permit was issued in accordance with fhe provisions set forth in yopur application antl is subject to ihe laws of the State of Colorado antl lo the 2oning Regulalions and Builtling Code of Wheat Ridye, Colorado or any otherapplicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commencetl within sixry (60) days from issue tlate or (B) ihe builtling authonzed is suspended or abantlonetl for a period of 720 days. (3) If this pertnit ezpires, a new permi[ may be acquired for a fee oF one-half the amount normally requiretl, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceetls one (t) year, full (ees shall be paitl tora new permit. (4) No work of any manner shall be done that will change the natural ilow of water causing a drainage problem. (5) ConUador shal otify the Building Inspectortwenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceetliingw successiv phasesofthe1ob. (6) The issuan of a permit the approv 1 of d ings and specificalions shall not be construetl to be a pertnit for, nor an approval of, any violation of the provisions of the build~ g des r other nc aw y gulation. ~ Chief Bolding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION mm DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Il , 6 ,-Gr. C~PR,t~ Property Owner :~~lfl~j~ S 2 2~ Property Address : Phone : Contractor License No. : I~~~/ Company : Ctq,e(fo~ Phone :-7,2,2- S 2yoZ ~ i n m OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all surements shown, and allegations matle are accurate; that I have read and agree to abi all ditions pnnted on this application. and that I assume full responsibility p~ with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea o ces, for work untler this permlt. (OWNER)(CONTRACTOR) Description : acotie") G'Aic P0K4SA , BUILDING DEPARTMENT USE ONLY Approval : Zoning : Mtdf' Approval : Pt~dlie=W~~ff'lineaft-v Approval : Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : ~2 Gl^70- Permit Fee : Use Tax : - ~ Total : 75-0"- Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval : _j ; Plans Required,._. ] I Bl"s;Required (i) This permtl was issuetl in accortlance with the provisions set torth in yopur apphcation and is subject to the laws of lhe State of Colorado and to the Zoning Regulations and Building Cotle of Wheat Ritlge, Coloratlo or any other applicable ordinances of ihe City. (2) This permit shali expire R(A) the work authonzetl is not commencetl within sixry (6a) days hom issue date or (B) Ihe builtling aulhonzed is suspentletl or abantlonetl for a periotl of 720 day5. (3) If this pertnrt enpires, a new pertnit may be acquired for a fee of one-half ihe amount nortnaiN reQUired, providetl no changes have been orwill be matle in the original plans and specifications and any suspension or abantlonment has not exceeded one (1) yeac I( changes are matle or if suspension or abantlonment exceetls one (7) year, full fees shall be paitl for a new permit. (4) No work of any manner snall 6e tlone that will change the naNral Flow of water causing a tlra;nage pro6lem. (5) Contracror shall notity the Buiitling Inspector twenry-four (24) hours in atlvance for all inspxuons and shall receive written approval on inspecGOn cartl before . pmceetliing with successrve phases of the job. (fi) The issuance ot a permit or the appmval ot tlrawings and specifcalions shalf not be consiruea to be a permit for. nor an approval of. any violation of ihe pmvisions of the builtling cotles or any other oitlinance. law, mte or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1179 BUILDING INSPECTION DIVfSION - 235-2855 CITY OF WHEAT RIDGE Date :6/9/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: PHILLIPS PETROLEUM COMPANY Property Address: 9995 44TH AV Phone: 850-4982 Contrector License No. : 18309 Company : H& E Electric Phone : 781 1510 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances„fqr work under this permit. (OWNER)(CONTRACTOR) SIGNED Description : INSTALL SNOW MATS ON EXIT OF CARWASH ConstructionValue: $1,400.00 Permit Fee : $45.00 Use Tax : $21.00 Total: $66.00 ~ Electrical License No : Plumbing License No : Mechanical License No : Company : Company: Company : Expiration Date : Approval : mommanwo Expiration Date : Approval : Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forih in yopur applicalion antl is subjeci to the laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ortlinances of [he City. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days trom issue date or (B) the building authorized is suspended or abandoned for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. IF changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permi[. (4) No work of any manner shall be tlone Uat will change the naiural tlow of water causing a tlrainage problem. (5) Contrector shall notiry the Buildin9 Inspector nventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of tlrawings antl specifcaiions shall not be cons[rued to be a permit for, nor an approval of, any violation of fhe provisions of the building codes or any oiher ordinanc , law, rule or regulation. (Y ef Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION =5~76 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NQ 237-6944 EXT. 255 P.O. BoX 638 CITY AF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEFBUILDING~INSPECTORAND-RECEIPTED.BELOW. ~ APPLICATION FOR MISC'ELLANEOUS PERMIT/`~ ' JOB ADDRESS I,fi/~' 7~' OWNER I~ICC~~ CONTRACTOR ~ '~'~~`~072« ~-~INc ADDRESS ~,C~ ~~~6 ~ ADDRESS ~ ~S 1+- PHONE rv(F~ ZIPCODEfL__1L CITY ~161VZT ZIP CODE kltD ONTRACT PRICE PHONE /I.I?n' LICENSE NO. ~Z41 I. TYPE Ground ❑ Wall❑ Projeclinq❑ Other S or D Face SIGNS 2. MATERIAL 3 ILLUMINATION Yes❑ No❑ Type ToiclcSquare Feet Elect: Permit No . 4 SET BACK FROM PROPERTY LINE N (Specify which is front) _ ❑ S- E ❑ _ W ❑ Zone_ . ADProved,ZOne Inspector DisopDr.oved 1. TYPE Solid❑ More Than 80% Open❑ Z' MATERIAL -Lees Than:80%Open -Heipht FENCES 3. SET BACK FROM PROPERTY LINE N (Specify which ia front) _ ❑ S_ E _ W :Zone- Approved,Zone Inspector ~Disappmved I . 2 OTHER 3 . DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR.OTHERSTRUCTLRE,:GIViRu.DISTANCES FROMPROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS;AND PROPERTY LINES;ON IRREGULAR LOTS,SHOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR.AVERAGEDISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO-PEREORM"THE.'.INDICATEDWORKONCY UPON VALIDATION BY?HEBUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DAYE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. 51(o P_LUMBING'PERMIT STATELIGENSENO. MECHANICAL PERMIT ALUMI NUM WIRE UNDER SIZE 8 ILI.EGAL -f.CQOR :BSM. LST . -2ND :3RD 47H N0. FUEL:Gircle0ne -Gas Oil Propane Coal Elec Solar N0. WAiER<CCOSET . >F.ORCED~AIR - BTU TEMPORARY METER !WASH90WL HOT'WAT.ER - BTU NEW SERVICE - AMPS -~BATHTI?8 . :~ST.EJIM - BTU CHANGE SERVICE-AMPS MOWER S ~IXIRf:CONDITIONING-BTU . LIGHTING 4SINK OTHER HEATIN6 "GARBAGE:'DISF =REFRIGERATION SYSTEM POWER SUB-CIRCUITS =WA'fER-HEATER ,Refri erant"Group UTILITY (RANGE, DISPOSER, ETC.) .:AUTO:-WASHER -POUnda_:Charqe FIXTURES -:DISHrWASHER -~AUTOMAT.IG.SPRINKLER SYSTEM WIRING MOTORS BiCONTROLS . ?FCQOR::6RAW `:ELEUATOR SIGNS . '_URINAL . TRANSFORMERSd RECTFIERS . =SEWE~RS ADDITION TO OLD WORK Ol'1"iER MOTORS OVER I HP ~?OTAL~F.IXNRES ~ REMARKS 1 S ~ - ayf;~ I hereby ucknowledge ihat this applica- tion is correct and understand ihat I cannot stort ihis project until ihis oppli- cofion is approved. I sholl comply with the laws of the State of Colorado ond to the Zoning Regulations and Building Code of the City of Wheat Ridqe. Any violation 'of the above ferms will cause immediate revocafion of ihis permit. PERMIT-FEE Y,( "w USE "T1.x a •Oo TOTAL FEE IJU APFROV.ED DIS<iPPROV.ED CHIEF`=BUIL"DING INSPECTQR,City:ofsWheat Ridge NOT VALID UNLESS RECEIPTED M_ ADOlican Sipnaturs Date CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FORiNSPECTIONS 7500 WE§T 29tn AvENUE DEPAR ~UILD N6F NSPECTIION DIVISION DEVELOPMENT pERMIT N0. 11)~7~ N I!~Da~ 237-6944 EXT, 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COlO. THIfr PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS A ~ ~'v w t OWNER _ CONTRACTOR ~ ~-4 K~~~ 1)'C-S K 'ADDRESS ADDRESS ~ ~ ~ V~• PHONE ZIP CODE CITY _ % ~ ~ ° < ~ ~t' ZIP CODE 90 03 CONTRACT ,7 S0,~ , PHONE , 1 GI'Z3.-'L r S~L ~~p LICENSE NO. t~R DATE ZDr?I I. TYPE Ground❑ Woll❑ ProieetinQ❑ Ofher SaDFOee SIGN$ 2. MATERIAL 3 ILWMINATION Yea❑ No❑ Type Total Squara Feat Elaet. Psrmil No. . 4. SET BACN fROM PROPERTY LINE (Speeify which ia front ) N_ S_ E ❑ ❑ _ W ❑ ❑ Zone_ Apprrned, 2ona Inspector Diaapproved L TYPE Solid ~ Mora Thon 80% OpenEl ? MATERIAL G eiL ~ Lese Than 80% T Open HeipM ~ . FENCES 3. SET BACK FROM PROPER7Y LINE (Specify whieh ie front) ~ N5 E_LLW ❑ 10 ❑ « ❑ Zon ~IZorn Inspeeta Disapproved • 22- I . 2 OTHER 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVihu DISTANCES FROM PROPERTV LINES. (SETBACKS OR PROJECTpNS INCLUDED) BFAR Pfif1GFRTV 1 INF ~ Z Z+.(~r3z W ] CY-~ J K ~ L, o ~ w ~ 9 w, STREET NAME AV L SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS,AND PROPERTY LINES;ON IRREGULAR IATS,SHOW LEAST DISTANCE TO PROPERTY I,INES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIY THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WONK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIflE 180 DAYS FflOM THE DATE OF ISSUANCE IF WOHK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM N7RE UNDER SIZE 8 ILLEGAL yp, FLOOR WATER CtASET BSM I5T 2ND 3RD 4TH N0. FI£4ChcbOna Goi dl Propone Elx Solor FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONINCa-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Re}ri erunt Group UTILI7Y(RANGE,DISPOSER,E7C) AUTO.WASHER Pounds Char e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS BiCONTROLS F100R DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I hereby acknowledqa thot this ap0lico- tion is torrect ond understand ihaf 1 Cannof ftort this projxcl until this oppli- cafion ie opproved. I sholl camply wifh fhe laws of the Slate oi Colorado ond ta ths ZOninp Requlafions ond Buildinp Code of tha City of WAeat Ridqe. AJJJq y violotion of the above terme wilse immediate regpeotioypt this~per it j PERMIT FEE USE TAX 115-1 6-pi TOTAL FEE $ v 6 , D-PJ APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,City of Wheat Ridge Dafe Issued M~-~26r'!i SPECIFY NORTM s1 19 CALI 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS INSPECTIONS WIL4_ THIS CARD IS POSTE BE MADE UNLESS THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE U; 6e44 0 (303) 235-2855 • 1NSPECTION RECORD JOBADDRESS 4400 Kipling Street (Service station, car wash) BUILDING PERMIT N0. 6 B91#4496 DATE ISSUED 02-14-91 OWNER Phillips 66 Company ~ CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST \ West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE ' INSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE NTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: k - Electrical Ground Work 9'l "q v `"v ~ Plumbin Ground Work 0 w- Heatin Ground Work ' a DO, "POUR FLOOR UNTIL ABOVE H/~S BEEN SIGNED Rou h Electrical IF e-c- d C,- Rou hPlumbin ~t / AirTest Gas Pi in 1,4 Rou h Heatin & Ventil tion ~ ~/o `Z / (above must be siqned prior to framinq inspection) ~r Framin lv / Insulation Dr wall nailin Roofin ' O L?l Refri eration Electrical under round Final Electrical Fixtur~es Q Plumbin Fixtures ~ Heatin & Ventilation Landsca e & Parkin • ~ •e5 R.O.W. & Draina e '7 • Fire De artment o ic ~-)S• ~ r Job Com leted ~ 4CCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED TYPE OCCUPANCY PROTECT THIS CARD FROM THE WEATHER Lfvi✓r9~ r ; G'i iGr- ~,~ss~~ ~f~3 ~ ~a~ 7500 WEST 29th AVENUe DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 EXT. 255 P.O. Box 638 BUILDING fNSPECTION DIVISION PERMIT N0. B91#4496 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDlNG IK15PECTOR AND TME MAYOR - CALL 24 HOURS PRIOR TO INSPECTION TWO SETS OF BUILDING PLANS AND TWO PLOT PLgANS MUST ACCOMPANY THIS APPLICATION BUSINESS NAME~ILG-1'1 S //l6 ('i9. ADDRESS 4&,2 ~P/~m/&l OF DEED AND IMPROVEMENT SURVEY REQUIRED LIIVC ~ SPECIFY NORTH FRONT PROPERTY STREET NAME (CIRCLE FRONT) N E S W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SIiOW 4EAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVfRAGE DISTANCE. OWNERS NAME 1 S Z e , IEGAL DESCRIPTION CONTRACTOR LIC. N0. METES AND BOUN, 1pE~S^C~RIPT//{0p,~ ATTAC~HrED ADDRESS PHONE ADDRESS ~~~~LN 6 ~ CITY ZIP CODE IAT N0. / BLOCK N0. _ LOT WIDTH DEPTH AREA SUBDIVISIONA )D 0 FILING INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTINGCurbBGutter_SlreetPovinq_Wn}er_Sewer_StwmDranape- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING; YES_NO- ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTYt YES_NO- OCCUPANCY EXTERfOR MATERI/ALS+ WALLS ROOF STORIES UNITS REMARKS: ~~~'ti OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT PERMIT FEE J I hereby cerfify ihaf ihe above setback distances shown on fhis permit opplication ore accurate, and do not violate USE TAX 2 g`~ So applicqble ordinances, rules or regulofions of the City of Wheat Ridge or covennn}s, easemen}s or resirictions of re- cord; that all measuremenis shown, a Ilegations mode are accurafe; }hat I have read and agree to.abide by aH TOTAL EEE conditions Rrinfed on fhis applicafi , a d ihot I assum ull resp neibilit for compliance with fhe Wheat Ridge NOT U E~3 ~ Building Cpe,(U.B.C ) and all othe appl' a le Ri rdina es, fo ork under this permit. ~ . ` . (OWNER C ~ ~ ) SIGNE DATE ~ D ~ ( ~~j ( ~Q µ BUILDING DEPARTMENT USE ONLY ~4*- SQ.FT COST BASEMENT-ROUGH THE PROPERTY LOCATED AT~ v ` J BA$EMENT-FINISHED IS PRESENTLY ZONED Z.l` GROUND FLOOR THE PROPOSED USE )(_I NOT) ALLOWED UNDE TH ZON G-ORDIMANCE. SECOND FLOOR COM ENTS- GARAGE OTHER % ~00 OTHERBUILDING COST $ ~ ELECTRICAL PERMIT PLUMBING PERMIT MECHANICXlC PERMIT PCAN$REVIEWED (-OK)(_NOTOK)I PLANSREVIEWED (-OK)(_NOTOK)I.PLANSREVIEWED_(-OK)(_NOTOK)NQ PLANS NE6DED PLANS NEEpERPRIOR TO ISSUANCE OF ELECTRICAL RERMIT RERMIT ISSUED TO PHRREOUEST AS PER PL,ANS N0. A$ ARPROVQQANpONFILE IN MY OFFICE DQ NOT IS$UE RERMIT UNTIL CLEARED BY CHIflF @UILDING INBPECTOR NO PLANS NEEDED PLANS NEEDED PRIOR70 ISSUANCE OF PLUM@ING PERMIT _ PERMIT ISSUED TO PI!ltd ,-2 v IIAV/LIYJII PER RE4UEST AS PERPLANS N0. AS APPROVED AND ON FILE INMY OFFICE DQ NOT ISSUEPERMIT UNTILCLEARED BY CHIEF BUILDING INSPECTOR DATE.CLEARED BY BY NO PLANS NEEDED PLANS NEEDED PRIORTOiSSUANCE OF MECHANICAL PERMIT 6ERM1T ISSUED' TO PER REQUESfiAS PERBLANS.NO: , ASAPPROVEDAND-0N:FILEIN~MiROFFICE D0NOT ISSUE. PERMIT UNTIL CCEARED BY CHIEF BUILDING INSPECTORCHIEF BUILDIW aY DATE (1) THIS PEflMR WAS. ISSUEQ IN AGCOflDANCF, WITH THE PROVISIONS SET. FOflTH IN YOUfl APPLICATION ANO IS SUBJECT TO THE lAWS. OF THE STATE-0FCOLOflpDO- AND TO THEZQNINQ:RBGUl,AT10NSANQ 9UILOWGAODEOF WMEAT RIDOE, COLORAOO.OR ANY OTHER APPLICABCE ORQINANCES.OF THE CITY. (2). THI$ PERMIT $HALI. E%RIflE IF (A) THE WORK AUTHORIZED ISNQTCOMMENCED WITHIN:SIXTY.(60)DAYS:FflOMISSUE UATE OR'(B)?HE BUILDINGAIISHOF¢ED IS SUSPF,NRER QP.AQANDONED FOR A-0EflIOq OF120 QAYS. (3) IF THISARpMIT H%PIRES, A NEWPERMIT MAY 9E AG041RE0 FOR A.FEE OF ONE-HALF THEAMpUNT. NOqMALiY. REOUIREQ, PROVIDED NO.CHANGES.HAVB: BEEN:OR'.WILL BE MAq[ IN, THH ORIGINA4PLANSANQSPHCIFICATIQNflAN0.ANY.SU3PENS10M:OR ABANOONMENT HAS. NOTEXCEEOED-0NE(I)YEAR..IF CHANGESAFE MAOE:OR IF SU$RENSION:OP-ABANOQNMENC E%CEEQS ONE(1) YEAR, FULL FEES SHALL BEPAIDFOR A NEWPERM T. (4) NQWOHMORANI`:MANNEpSHA4L BEDONETHAT'WILL09STflUQTTHENATURA .FLOWOFWATER'-0 SING~.ADRAINAGEPROBLEM. (6) CQNSRACJA .SHAL4NOTIFI'THEBWLOINGJNSPECTORTWENTY-FpUR(24)N RSINADVANCE:.FO ~ LL b PECTIONS'AND SHALLRECEIVE.WRIRTENAPPflOVAI ON.INS ~C ION CAR ~BEFOftE. PROCEBQINCWITM SU E PH45E5 OFTH JO . APPROV.EQ DISAPPROVED CHlEFBUILDINGWSPECTOR FOR MAYOR - ~ F &ePit ES1V % 1,A! G ' o ' J T r 4i~a o ~ r" ~ Z @ S S c( a le e7"- ' I &1;eeeloa , /U'G[ lC2 [ ~ _:Z:7UIG. ~s ~ , , INSPECTtON TICKET Y~ qi~uu g~ JOB ADDRESS DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR.~~ SUBCONTRACTOR ' DATE INSP. REQ. ~ TYPE OF INSP. dJ~ INSPECTION MADE ~IYC'// Ci ~ REMARKS r2 Av~ W.R. FORM 619 'n n ~ a _ INSPECTION TICKET yy~ JOB DDRESS DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR SUBCONTRACTOR iylA_- DATE INSP. REQ. 42-4ff 1,4,90 TYPE OF INSP. INSPECTION MADE yit~ 4 A REMARKS SF/4p W.R. FORM 6-19 INSPECTION: TiCKET JOB . ADDRESS DATE: 6 BLDG. PERMIT# Vv~r-6 PERMIT# BLDG. CONTR. ( ~l Cn SUBCONTRACTOR DATE INSP. pEQ._ 5--7 TYPE OF INSPel~n~» INSPECTION MADE REMARKS W.R. FORM &19 . j . / d J06 AD)flESS DATE: BLDG. PERMIT# -440 4~ PERM ITN BLDG. CONTR. f'`~1 Vv v" 1"+~ SUBCONTRACTOR~v'~-' .1 V "YVWfr` DATE INSP. REQ. VS m TYPE OF INSP. INSPECTION flEMARKS s W.R. FORM 6-19 / ~ iNSPEETION TICKET ADDRESS 4L1(70 MlleZ ' DATE: BLDG.PERMITA.bi/ 4 PERMITp~ BLDG. CONTR, 7h ~I SUBCONTRACTOR INSPECTION REQUESTED INSPECTION MADE REMARKSek INSPECTION TICKET ' JOB ADDRESS LI C/0-0 F ~YJ 0,71 DATE: 2- BLDG. PERMIT# 11V~'h PERMIT# BLDG. CONTR. 5 TC-Y Ci t,4 ni /c-~ SUBCONTRACTOR DATE INSP. REQ. 7~ / f ~ 3• ~j~~'1 Ny5 TYPE OF INSP. ~ffl-50 L/ wG A~Cr3 f' INSPECTION MADE ~ REMARKS W.R. FORM E79 INSPECTION TICKET JOB ADDRESS //C/iGl ~ .f DATE: ~ ~~-BLDG. PERMITR PEFMITN BLDG. CONTR. O~ SUBCONTRACTOR DATE INSP. REa. S--/cl/ TYPE OF INSP. LYIZ-~/ INSPECTION MADE REMARKS ~v ;w,.R.FOPM E19 . INSPECTION TICKET JOB ` ADDRESS j ` ~ DATE: d r~ BLDG. PERMIT# ~ 'T Z PERMIT# BLDG. CONTR. wd-,A~ SUBCONTRACTOR DATE INSP. REQ. ~ TYPE OF INSP. INSPECTION MADE REMARKS O/~-- - W.R. FORM 6-19 j~~ s INSPECTION TICKET JOB . ADDRESS DATE: 6 - O~) C) BLDG. PERMIT# uuQ6 PERMIT# BLDG. CONTR.(9~n/ Co X~1-. SU DATE INSP. REQ. S ' 02 ~ TYPE OF INSP. ,.c= INSPECTION MADE REMARKS (9 ~ W.R. FORM 619 INSPECTION TICKET JOBzlC,/o-f/ ~ 2.(An--a ADDRESS DATE: ~ -BLDG. PERMIT# 96 ~I PERMIT# BLDG. CONTF. SUBCONTRACTOF DATE INSP. REC1• TYPE OF INSP. INSPECTION MADE REMAFKS 3 INSPECTION TICKET JOB ADDRESS YO-ej~.~? f DATE: ~D_gLDG. PERMITR zFVY6 PERMITq BLDG. CONTR. CC(~jy~~ ~ SUBCONTRACTOR DATE INSP: REQ. TYPE OF INSP. _ INSPECTION MADE REMARKS 7. . . 1 INSPECTION TICKET~~~~ ~ JOB ~J ADDRESS '~V'~~^- V-9"'~~^ - '6 9/ DATE: BLDG. PERMIT# cl~l96 PERMITN BLDG. CONTR. / ~ (24-1-42 SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP.~~~~ INSPECTION MADE . REMARKS ~ W.R. FORM 619 W.R. FORM F19 7' INSPECTIQN 71CKET~~~ ; JOB ADDRESS DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR.0-14d CJ,4.%- SUBCONTRACTOR DATE INSR AEQ. 6- 6 TYPE OF INSP. P, . C~,~~.,,~.~ INSPECTION MADE REMARKS C~ Di, W.R. FORM E79 . ' - . ~ INSPECTION TICKET JOB ADDRESS INSPECTION TICKET JOB ` ADDRESS,.!~ / mrn~~ DATE: _=J -_`BLDG. PERMIT# 3 ZO S- PERMIT# BLDG. CONTR. `-U-etJ Cf{f-yY~..~ SUBCONTRACTOR DATE WSP. REQ. TYPE OF I INSPECTIO REMARKS W.R. FOqM 6-19 . . . _ 3 INSPECTION TICKET JOB ADDRESS ,e9v- DATE: BLDG.-PERMIT# 59f6 PERMIT# BLDG. CONTR. 0-d-Y4 6J=-`l SUBCONTRACTOR -0ATE INSP. REQ. ~ a 7 TYPE OF INSP.~Z~ INSPECTION MADE 6'2 Z -c1 / REMARKS ge-~GsF rn C ~cti.. W.R. FORM E79 ~ e Fl DATE: ~ ~ ~ BLDG. PERMIT# -'IV96 PERMIT# BLDG. CONTR. WL-~--f' SUBCONTRACTOR DATE INSP. REQ. TYPE OF IN 7/I INSP CTI N MADE REMARKS , W.R. FORM 619 INSPECTION tICKET S ' J06 ADDRESS C(y~ . DATE: t l/ b ~ ~BLDG. PERMIT#PERMIT# BLDG. CONTR. .LfrO C ~ SUBCONTRACTOR :DATE INSP. REQ, TYPE OF INSR e , INSPECTION MADF 'REMARKS_S-~K~,6" /1~~v ' `4Z- EL6-c W.R. FOflM 6-79 ~'f ~ DEPARTMENT OF PLANNING & DEVELOPMENT REQUEST FOR PUBLIC WORKS REVIEW Date: o?-/a-9/ Case/Building Permit No. 851#4496 Location: Vv00 /z~i.,oLcr~4 e-v- Please review the attached materials submitted in application for approval of a,,a~~,«ic~ u~ , and indicate your decision on those items ctieck below, and please add any other comments which you may have under number 16. 1. M Boundary CL 2. rea: 3. Drainage: a. Drainage b. Drainage c. Drainage be: :)sure : CDOK t=1 Not Acres plan (and report) ne, Plan not needed O provisioJps have been [Z OK C7 Not OK; refer to Stipulations _ Square Feet Dded C7 reviewed and ase foundto OK; refer to Stipulations 4. o Legal Description: O OK C]Not OK; refer to Stipulations If not okay, please explain: 5.101ublic Improvements: a. Street Paving needed Y N b. Curb & Gutter needed ~ N c. Sidewalk needed e. Storm Sewer needed N d. Street Y N f. Escrow Lights needed Y required Y ~ If Escrow required, for what improvements? In what amount? 6. Ci Development Agreement required Y N If Yes, for 7. Ci All necessary documents have been initiated by Public Works and are attached hereto: 8. C-J Is a tra£fic impact analysis and report required? Y~ 9. c=1 New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended: 10.i-:::l All existing dedicated roadways and alleys meet the standards of the City: if no, which do not and what is requested: 11.1=1 All existing and proposed ded'ications have been reviewed and found to be: q OK o Not OK; refer to numbers 8& 9. 12.P-T Approval: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. *rks x+. ~ ~x-~e Date 13. The Public WDepartment has reviewed this request and does not approve £or the reasons stated: ~ Signature Date 14. p Stipulations attached: Yes No 15. L DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 16. Summary Comments: noo e2f2rly f' a,~t + GV~ &c^~_t'_L'-' ~ AL~29, 9 Tr'tt'f~i r rev. .-i rn s .-i ~T ti ~ ~ h U m ~ ~ a ~ U W ~ 0 o m~ r= R a r > ~ ~ aao = rn U O WL° 3~m W LL E ¢ 0gm V ~ 3 F-i r~ 1'r1 1-4 F ~ W U lL O 3 m m O m o ~ L m«V a3m C ? a... ~ E o aom m ° 3 09 c m E amoo oa i n$v m 'n c ~ q m r vm q ~ ~ TD ~ c ti m°mm C N V 2amn D y~ Yl C m G l6 L N U m O ~ a m cEc« v ~ 1tl cv a E c m m o a t j 'O O qaUa m W Oi m~aE > > O m9mm U J ~0 - va rm¢~ m m m m L L r `0.3 3 ~ U . n 11 M U1 N 'J O G ao N q O <+l O 00 0 W U N H N ~ w W F ~ N W r~l ~I Ca W N N W V ¢ 3 O p O ~ r~ 3 W ~ N U H C 0 u U ~ G ~ W ~ O O U H v ril ~ ¢ w z O S ~ U ~ i U (~I t~7 O O W U u Cd N ~ u d ~ 3 ~n rn ~ rn N Z w ~ S ~ G 5 6 U W ¢ c a J a rc w a ~ v S+ O ~ ~ N U G N N C 0 U .C m 3 ~ U G 0 .,1 y ro iJ m N ~ W 0 a Q a (D Z O J J 0 w 2 r ¢ O m c R v m m U O C 0 n c v ~ p J R U y t a 0 N ~ C q o `o 'E `T' ~ E amiU v 0 = m 5 a m r aD o~ m ~ E m 5 f C O L m ~ U N LL a 0 m E m m a a ~ U 00 L ~ O 0 m ~ W lp U L ~r U :E O m Z U a 0 a 3 4677/II6g - tl3BNONLNtl3d DATE: July 19, 1991 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 9995 W. 44th Avenue (formerly 4400 Kipling Street) PURPOSE OF STRUCTURE: Building Dept. Approval: ~ _ gz~ , Remarks: Zoning Approval: cz~ 71• w-)'cz)\ Remarks: 0 0~~ o 0 0- d o O ? > _ ~ o e _ o d o y° 4~'° e 1, Y Y M n~ a o 0 0' ° o m v y m ~ u m~,o u ~ s o o ~c c y e w' ~ f a ~ o y° o~° n o o m _ o ~ m + s m Q~ 2 ~ m 0 a M Y~I ~ O p~ j ~ v E.o m no - ~ 6 o `z 4 ~ O 3 0 E o y a O 0 R a N D T = ~ 00 N Z 9 v y N p~ 'pZ a "ipm D mZi 0 N m 2 0 m ~ m > -i T ~ ~ 3 I D x ~ 2 m m m M _o m Z U) u n 0 DD n o ~ ~ o U ~ r" m c q ~ Z O a O r,' w C W 'r ~ m ~ m ,J v ~ o a D x C ~ ~ m r c = m m ~ z D m p y Z p D -a n z 3 v r m ~ ~ i c ~ ~ z ~ Z ~ m m o ~ X O m y ~ o 3 O ~ y m i C m m ~ ~ n D { C y n z m~ M ~ (n c~ m n ~ m 3 R z n v y A m I m -4 p P D ~ f 9) O n a N ~ r ? 8 N v n v m ~ ~ ~ ~ m N y m m r m r 3 N n m m -i D -i o O ~ N m C ~ ~ 0 ~n D c f n 0 n L Z N x m ~ f N f~ ~ rp D !=~1 f* +t y ~ = O f~~i m Z ~ S 2 m O N fn v N f x m m m ~ c m 0 n ~ x D = N m m ~ s m -i c Z m M = m ~ m o r y ~ r v m Z C: m m y ~ O G) ~ m N ~ o - A 0 A ~ x ~ Q ~ c 8 e T ~ m ~ o~ . m -1 = x m ~ i > ~ : a c~=i m~ s 3 f m t m z a o M es n ° m s o = = 1 C 21 c 1 ~ z ° ~ cZi ~ 4 , N ~ C C y N r C m ✓ o 0 = N jn L n yf v r ~ 2 n n m a ~ 0 N vT gr $o m~ ~ g0 m r n m D m XD NZ °°rY zc y ~ ; D r= ~ o m m 8 Z nm N, T m p C. Q ca ~ m My ~9 m 2 ic J~ z g=m g p=~ m n m - vi v_ D D m r~1 f N N D Zon 2 m m mf A m~ gx D i o c~ r ~ ~ m ~ ~ ~ -L 1 I ~ Z { m ~ 3 ~ m D 03 0 o IIIN~~~ O Z ~ Z N 3 ~ O ~ D ~ 1 ~ m ~ 1 z N D ~ o ~ . ~ ~ r 0 c) A 1 £ m~ ~m A n N = 9 ~ vy ~1 = O O m'< ~m m N { C m m oz 0 m ~ 2 .li 0 m ~ ~ v ~ -i C ~ m ~ 7 D m ~ 9 GOy a ~ m D 3 O m A W N - -n m Z 0 rn W IJ - ~ m m m p x r N ~ o O ~ o < y io 0 i m A < o r 3 " m o y ElI ❑I m ❑I D~ 00 ~ m N ~ Z N S ~ n ~ O Z 1- b ~ ~ m ~ I 's ~ 0 0 0 0 -0 O e ❑ r s P ~ O ~ U) Z N A W N - n Z n x-nir o ci ; c v n p a m ~ ~ L _ 0 ~ Z °m z < a > ~ `._.y A M o O ~ D a u moi ~4 U r m m o y O 0 I Z m m T~ O Q ~a ; W L1\ ~ Q C 9 ~ D O O G Z Z ]J Z ~ y m m a 1 y s R N o I m IV ~ I s a 0 3• s' 0 0 ~ ~ 0 N 0 ~ O s o $ s n O N V 0 O m I N V. o ~ ~ a >m X ~ J 71 ~ = ui D < < - 9mZ ~ p ~ C e m m n p :x ~ m D z -i nC~ {oz Z ~ o~p =ZO M-u -i 0 C ;o1 Z mZ< - vo n;~ m O-< O N ~ os Z ~ ~ m 2 ~ n m ~ m 0 m 0 f v m ~ ~ -4 2 0 ~ a w J O ~ 3 3 00o° s s°~ o' n=.o 0 0 0 0- e a o a o' ~ o o ~ a o° w o c v ' o E 0 0 O O~' - - O c p ~ ? o ~ m ± ° n - c u ~ M + J @ ~ ~ o 6 O o E° cm o 3-v° n ° 2 0 ~c w ~y v 3.oD>>foa~ o - ~ n 3 D Q m N ~ ~1 c V m r 2 -1 ; z D ~ O D D m ~ ~ T N Ll ~ ~ ~1 2 = m m O G > n o ~ o " ~ < A z n < ~ p 1 Z ~ A m ~ Z m ~ M O m N ~ c> ~ ~ r~ Z n o m 0 m m 0 D = ~ i m N r O 31 p ~ ~ N D D ]J N 21 ~1 (y N N ~ 7J m 0 F 3 y N m ~ ~ n 0 ~ -i O N C T O D £ o fn w m * * T i ~ " D m A D f ° ~ y f = _ m w ~1 N ~ VDi p m m x C y Z 2 ~ y m ~ - m ~ V m m r ~ ~ m c ~n z N m Z ; O Z C) '0 m 77 N ~ z 0 ~ W O s 1 x O m n n ~ o a ~ ~ o ~ ~ a m ~ m a m p n o ~ n ~ n a ' n ~ m D D p ~ sp 2 Z ~ C) 2 v N 2 0 Q r m m m m 1 1 m ~ C ~ N ; C C t R 0 s ti 2 N D v v D ti O z m ` ~ :E nm 0 0 D m m x y p I v 5m Z m y T ' o ~ 0 na ~ N m r IT C O 9 m z Z m ~ 0 z ~ m m O y m y m 0 y o ~ Do31 z m T ~ ToD z r o~ 9 C ~ ~am y z A ~DD ~ D Z ➢ ~ ~ z m~D o w r ? m m zm 2 r D o - { ti -i Gl m z H v m n ~ O Z ti z N 20 N f D 0 m n 2 om V y D ~ A m ~ < m r m D N Z N Z -ol ~ m o m n c~ Z x ~ n c n m ~o Mo`o Z G Z m ~ 1 p p DO m N ~ m O N N D p ~ m m a z 0 0 n V m ~ ~ < r Z O Z ~ ~ m O N Q_ rg M J~-- lp~-I yu c~ ~r r.~ L ' n r ic- ~ /N ! L . ~ ga i` d ea+: ~ ~ ~ c Q ~ "t ~ m < ~1^ W 0 ~ ~ °z D m£ m ~ Am s~ D ~ ~ N O = O n~ m ti m ZF m ~m O T m o~ m z 0 m 0 m x r Z N v ~ 2 . ~ . T m ~ Z m m A ~ N iN W N - W i J - A W N- N m 3 -1 V N r m D C l ~ - i m ; m n ~ D A z D x ~ r - 1 A\ N T v ]I y~ -0 o ~ Z s O y a O O " 3 0 " 3 ~ ~o ❑ so< g~ m m e ~ Z i ~ s ~ m i Z o = ~ o n O fA El O N ❑ I ❑ I ~ m m ~ .x ❑ r ~ ❑I o ~ a n ❑ ~ m ❑ m I \ I 0 0 o o m a o O ~ m $ a> > x o_ a S V ? N a 0 ~ I D o 1 o v e o 0 0 2 o O g y g g N o "P . g ~ o v 0 ~ a T 0 ~ s Q o' ~ ) D n C ~ Z W 1 D t~i~ ~ ~ o ~ X N ~ ~ a IC ! r Y > ~ J i ) ) 7 ~ ~ ~ ? v D O o Z D Z > m m m ~ 1 N 0 9 ~ ~ n ~ 9 ~ u, r N ~ .0 0 0 ._l" -1 Z N N V O W Ui m r ~ ~ 3 m ~ m . r X ~ o i " 0 N J z ~ D ~ ~ < f ~mZ = O z C m m N 0 c~ x z m o ~ m ~ n --i c -1 ~ ~ ra <O~ Z czi ~ O U ~ = Z ~f m fTi -V 3 ~ p m -i Z ' oo=i Z m z O ~ ~ f~TS m -~i ~Nm m 0 .~r 0 2 5 m ~ VI m F Z ~ -0 m A ~ ~ Q ~ w F+ ~ ~ ~ +rr..~:tr _ . . ' F~ ~ ~ ' ~ -4m r ffe-I W z*il I , - . ym _ r HG rn Y j ~ 4pi { ~ ~ . . a , _ ~ a...- a . , - o. . : ~ ~ L„ . . . ' ~ ~ , . .9:. ~ ~ V J t~~ • o H . ~ ~ z . ~ tt.~ a m w ~ ~ ~ m o, ' • ~ ~ . : . ~ ~ ~ / .9.. b v ^ ~ ~ D ri z -<O . i I' ' O~X~':._.. _ i 0 ~ . A~ 2~D 'D 0~ N-0 r NDp= D (D~D- ,~X ~ e fiNp > t S ' O ~O X Z 2CXD n~ m o ~ z ~ r fp 2 m . . . : m Ynz Z • mx i -4 c) 0 o- . H ox _ ~ m\ - . . ~~..N• mLO . . ? , -4rDOD D ~ ~ Cp fJfa m D m O X n ~ Q iOD~ m - ~ ~ m 0-4 . s ~-il o Z1 ` . D . C_ ~ ~ . a'O m C x m >y lup IC m ~ N O N " l ~ g p D m O ZW D A> ~ o Hq oX tNA~I O z p' h ~b t s ..F o~ ~ - . , 1.~~ . SdM ~vµ45 L~' 'S 7' k 5 d S 9 j Y"v Y x~~ 1 t C':.. t S ! S fk * , 1 u~ v~ ry. N ~t t f; x . a~ - . . si : ~ ' . . . . - ~ . . . ~ ~ . • • v . ~ N ; ~ 41, ^ ~FINROGFADE ~I . ~ ~ • 1 ~ i i ; f i I ~ CANOPY FOOTING ' ol_ ql. (CD) ~ U , V ti I 1 i THROCGH0ISL~YP) AS REQ'D ( e< ( F:~ ^ ✓ `;a... { , ~ Y ~ . . _ : . _ .x ..........................~...a:~_.....ta.«-~..~.~:r.~. r...'.:.v:m t^r.~re.~x..s:np:~.Y.ilS~..-:~.22.'>.".`i.,:P.:ci'~SS53.:S~~k..:4nRFlae...:.';~.+.$}_✓F1E.~.r.rq~lS~-„r_.C3Y ~ri~-i ~Z1rI~Fi~1px'~hC~fC..]t!).f°.'S~'.~lfi;.'Yi~ T 3f[~~~A.~"r~'~~.._.. . f•, r4 S r f aA ~ 2 z ~ t k w,~ Y a S~eq' ~.+yv i'r ,Y~)1 73, . , ~ s b ~ r ~ I ' y 3t~ m ~ I i j S n' t n. ~ , ' ~ . - ~ . _ I „ „~-Q• ,n . . . ; k / ~ . . . - . . . f W ~ ~G - d . . ~ ~ • . . c. ~ , . ~ . . ' - w•' . . . _ _ . _ . . . . . : . Y . . ~ . " . : - . . . - ~ ~ - . ~ 3 1X ~ . . . . . . _ . . . ~ 0 • . . . n . ~ . . - _ ' ' . ~ , ~ ~ . ' . . . . ' - ~ . . . ' . ~ ~ _ . . o I , • . ~ + ~ i s ~ ~ . . GRADE FINR . . . . . . . . ~ . - ~ . . ~ : . . . . . . . . . . . . ~ - ~ . . ~ jp . . ~ ~ , . . . 1 . . . . - ~ ~ - . . . . ~ . . ~ . . . ~.i. . ' ' A.. ~ . ' . ~ . . . . . ~ . . . . . . . ~ 1~, ' ~ . . ~ . . . ExTENO D S. THROUGH fSLAPD . I,, AS REO'D (TY ) , CANOPY FOOTIN6 . ~ . . I . ~ ~ I'I ~ --r . , . . . ~ . j . ~ NOTE FASCIA CONTR ~ EDESTAL TYPE PAY TELEPHONE PTDRAME~ ; so META ~g~A~B. ~ ~ . ~ ' BLOCK BLDC. W 0 o Wr MAg O NRY ~ ASTONE~ C ING~/ 10 RO~A__ . ~ ~ . . . ~ Yi:.. . . 7• x 7• I.D. SI6N PHILLIPS (4)-ANCHOR BOLTS 1 3/8" OIA. x 5'- O" LONG, 6" HOOKS 5" THREAD, STD. HEX NUT W/ LOCK WASHER - 2 EACH BOLT • ~ M Y p 9 r ~ °Nc6~FSPfN6 ~ .10 ~ 'a w/ , PLAN O O SELF SERVICE B" DIA. COLUMN (SCH.40) PTO., SEE EXT. PAINT SCH '~1•T64 . ° 3 4" CoND. P LL WIRE 6 & CAP- AYe ,A~qH APPROX. FIN. 18" O CS NoTE: jjOUIREMENTSFOOTIMIFY ol I O , p . PRICE SIGN EL,EVAT ~1 ~ TO P.BD. W/ STUB-UP 16;W8 11 NOTE ~~mgA A R~ OROUTg2Y ` - I T o ~ m ~ c _ I f I 1 ~~1-I11 ~ ~•1~~~.!1• ' -~'~II ~I :i ~ ~i• . ~ . . . •q :~d. a~ s q46~ s .~t.~ ~ • i~ ► ' ~ •1~ : 1 ~ : D : : •P . ~ . . • . . :.x a.~.~"L„s_. ~w~t•~,.t-..t ri r.4.', k . .:r=~.r. r, .....~S.i':~as`^. ._.^t4~' F"_... -!.rr .k ~ . . . - - _ . . SH No/MP/side: 391/9:122/LT GOLGAADO DEPARTMENT OF HIGHWAYS Looal Jurisdiction: WHEAT RIDGE STATE HIGHWAY ACCESS PERMIT Dist/Section/Patrol: 06/08/05 DOH Permit No.: 690031 Permit Fee: $75.00 Date of Transmittal: 06/15/90 THE PERMITTEE; ~9i~ y~g6 Phillips 66 Company r' 8055 E. Tufts Ave. Pkwy. ,~j~Qt..i.91J-v. Denver, CO 80237 Cliff McKissik 423-3300 REF. #9382 is hereby granted permission to construct and use an access tothe state highway at the location noted below. The access shall be constructed, maintained and used in accordance with the terms and conditions of this permit, in`cluding the State Highway Access Code and listed attachments. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any of the terms and conditions of this permit. The use of advance warning and construction signs, flashers, barricades and flaggers are required at all times during access construction within State right-of•way in conformance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, Part VI. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. LOCATION: On the east side of SH 391 (Kipling St.) a distanee of 170 feet north.,. from the centerline of West 44th Avenue.. ACCESS TO PROVIDE SERVICE TO: Service station/convenience store - 792 sf Single bay car.wash - 1155.sf OTHER TERMS AND CONDtTIONS: -The City supports a variance for a raduction in the required speed change lane length. Exhibit "A" attachad. This access is limited to right turns only. Left turns are not approved. SEE ATTACHED SHEET(S) FOR TERMS AND CONDITIONS MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By (X) Date Title Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permitted access shall be completed in accordanc@y~(i~t~the terms and conditions of the permit prior to being used. The permittee shall nottfy ERNI E KUMERO with the Caloredo Department of Highways In DI yt 757-9886 , at least 48 hours prior fo commencing construction within the Staie Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the properry served by the permitted access and have full authority to a ep he permit and all iYs terms and co ditions. Permittee (X) Date This permit is not valid until signed by a duly authorized representative of the State Department of Highways. STATE COLORA O, DIVISION OF HIGHWAYS ROBER . C EVE E C IEF ENGINEER 'jI Date 7 ia 0 Title PROJECT ENGINEER By (X) (Date of issue) COPY OISTHIBUTION: Requiretl; Make copies as necessary for; Previous Editions aie Obsolete antl will not be used 7. Disirict (Original) Local.Authority Inspector. . DOH Form 701 2. Applicant MTCE Patrol Traffic Engineer - 9/85 3. Stalt ROW The loliowing paragrapha are pertlnent hlghlights of the State Highway Access Code. These are provided for your convenlenLY but do not a;levlate compl,iance wlth all sectlons of the Accesa Code. A copy of the State Highway Access Code la available Irsim •+ouy local iasuing authority (local government) or the State Deparlment of Hlghweys (Department). When this permit waa isaued, the issuing authority made Ita tlecislon based In part on Information submitted by the applicant, on the accesa category whlch.is assigned to the highway, whet elternalive access fo other public roada and streeta Is avellable, and satety and dealgn stenderda. Changes in use or design not approved by the permit or the issuing authority may cause the revocafion orsuspenslon of the permlt. I Appeals " 1. Should the permittee or applicant chose to object to any of the terms or conditions of the permit placed therein'by the Department, an appeal must be filed with the Colorado Highway Commission within 60 days of transmittal of the permitfor permittee signature. The request for the hearing shall be filed in writing and submittedto the Colorado Highway Commission, 4201 East Arkansas Avenue, Denver, Colorado 80222. The request shall incllide reasonsfor the appeel and may include recommendations by the permittee or applicant that would be acceptable to him, 2. The Department may consider any objections and requested revisions at the request of the applicant or permittee. If agreement is reached, the Department, with the approval of the local issuing authority (if applicable), may revisethe permit accordin9ly, or issue a new permit, or require the applicant to submit a new application for reconsideration. Changes in the original application, proposed design or access use will normally require submittal of a new application. -3. Regartlless of any communications, meetings, or negotiations with the Department regarding revisions and obJections to the permit, if the permittee or applicant wishes to appeal the DepartmenYs decision to the Commission, the appeal must be brought to the Commission within 60 days of transmittal of the permit. 4. Any appeal by the applicant or permittee of action by the local issuing authority when it is the appropriate local authority (under subsection 2.4), shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 5. If theiinal action is not further appealed, the Department or local authority may record the decision with the County Clerk and Recorder. . . . . , . II Construction standards and requirements ~ . 1. The access must be under construction within one year of the permit date. However, under certain conditions a one year time extension may be gran[ed if requested in writing prior to permit expiration. 2. Theapplicantshallnotifytheofficespecifiedonthepermitatleast48hourspriortoconstruction.Acopyoithepermitshall be available for review at the construction site. Inspections will be made during construction. 3. The access construction within highway right-of-way must be completed within 45 days. 4. It is the responsibility of the permittee to complete the construction of the access according to the terms and conditibns of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included on the permit. The Department or issuing authority may order a halt to any unauthorized use of the access. Reconstruction or improvements to the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails wiihintwo years due to improper construction or material specifications, the permittee is responsible for all repairs. 5. In the event it becomes necessary to remove any right-of-way fence, Ihe posts on either side of the access shalk be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. . 6. Acopyofthepermitshalibeavailableforreviewattheconstructionsite.ifnecessary,minorchangesandadditionsshallbe ordered by the pepartment or local authority field inspector to meet unanticipated site conditions. 7. Theaccessshallbeconstructedandmaintainedinamannerthatshallnotcausewatertoenterontotheroadway,.andshall not interfere with the drainage system in the righFOf-way. 8. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the work shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. 9. Adequateadvancewarningisrequiredatalltimesduringaccessconstruction,inconformancewi[htheManualonUnitorm Traffic Control Devices for Streets and Highways. This may include the use of signs, flashers, barricades and flaggers. This is also requiredby section 42-4-501,C.R.S. as amended. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. III Changes in use and violations 1. If ihere are changes in the use of the access, the access permit-issuing authority must be notified of the change. A change in property use which makes the existing acr,ess design or use in non-conformance with the Access Code or the terms and conditions of the permit, may require the reconsiruction or relocation of the access. Examples of changes in access use are; an increase in vehicular volume by 20 percent, or an increase by 20 percent of a directional characteristic such as a left turn. The issuing authority will review the original permit; it may decide it is adequate or request that you apply for a new permit. 2. All terms and conditions of the permit are binding upon all assigns, successors-in-interest and heirs. 3. WhenapermittedtlrivewayisconstructedorusedinviolationoftheAccessCode,thelocalgovernmentorDepartmentmay obtain a court order to halt the violation. Such access permits may be revoked by the issuing authority. IV Further information 1. When the permit holder wishes to make improvements to an existing legal access, he shall make his request by filing a completed permit application form with the issuing authority. The issuing authority may take action only on the requestfor improvement. Denial does not revoke the existing access. 2. The permittee, his heirs, successors-in-interest, and assigns, of the property serviced bytheaccess shall be responsiblefor meeting the terms and conditions of the permit and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. The Department shall maintain in unincorporated areas the highway drainage system, including those culverts under the access which are part of that systemwithin the rignt-of-way. 3. The issue date of the permit is the date the Department representative signs the permit which is after the permittee has retumed the permit signed and paid any required fees. 4. The Department may, when necessary forthe improved safety and operation of the roadway, rebuild, modify, remove, or redesign the highway including any auxiliary lane. - 5. Any driveway, whether constructed before, on, or after June 30, 1979, may be required by the Department, with written concurrence of the appropriate local authority, to be reconstructed or relocated to conform to the Access Code, either at the property owner's expense if the reconstruction or relocation is necessitated by a change in the use of the property which results in a change in the type of driveway operation; or at the expense of the Department if the reconstruction or relocation is necessitated by changes in roatl or traffic conditions. The necessity for the relocation or reconstruction shall be determined by reference to the standards set forth in the Access Code. . , . : - ♦ STATE OF COLORADO DEPARTMENT OF HIGHWAYS District 6 2000 South Holl Street . Denver, Coloredo 80222 (303) 757-9071 LIATE: JONE 15, 1990 TERMS AND CtiNDITIONS - SFIEET 2 AGCESg pElU= POMBER 690031 ISSUID `iU: PfffLT__TpS 66 OCMPANY 1. NOTE: ADDI'I'IONAL STANOARD RB=;UMM ON TEIE BACK OF THIS PERMPP AND 0'IHER TIId4S AND CONDI7'IONS ON THESE ATTAQHM SHEErS. A C70PY OF TFIIS PE[dnP N&JST BE ON THE JOB SITE FTriH THE OONPRACIC)1z. Work shall begin after 8:30 A.M. and all ?m,;grxrt shall be off the roadway BEFOI2E 3:30 P.M. each day. Call for an inspec-'tion of forms at least one working daY prior to placing any concrete• 'Ihe Colorado Department of Highways inspection is not an approval of the grade or aliqment of the work. The contractor and/or engineer is responsible for the pzoper 4mde and aligrmrent. Mirior changes or additions may be oniered bY the field inspect.or to meet field conditians• 2. Permittee shall pnocure and maintain general public and auto liabilitY, and Property damage insurance covering the opaxations urder this Perm'it, in the amoumts specified in 23-10-114 Q2S. Pelicies sha11 name the State of Colorado as additional irisurecl PartY• Like covera9e sha11 be furnished by or on behalf of any subcontrdctors• Certificates of insurance shaaina conpliance with these provisions shall be attached to and made a part of thi,s perm;t; coPies mLSt be available on site during work. 3, NOTIFY RHE DIVISION OF HICEMYS INSPECiOR Ernie Rcanero, at 757-9886, 7i+70 WOl I]AYS BEE'ORE STA17irING TIIE WORK. call Rudy Blea 4. If you should have any questions about this Pexmit, please at 757-9901. 5. This Permit is issued in accoxzlance with the State Highway Access Cale, and is based upon the information sutnnitted by the Permitt.ee. AnY chanqes in traffic voltmes, draina5e, i.YPe of traffic or other oPer'ational aspects may render this Permit void, requis'irxJ a new PeYmit to be issued based upon PYl CY'1 T1Q and anticipated future oonditions. This PPaanit i s only the for use and purpo~'.e stated in the Application and Permi.t. AnY change in type and use and/or volimie of traffic usi.ng the access mY require a revised Permit. PLEASE NO2'E ACCES.4 CODE INFORI~JATICN ON REVERSE SIDE OF THE PFRMIIT FOHIM. 6. All work is to conform to the plans on file with the Colorado DePartmmt of HighwaYs or as modified by this Permit. (IF DISCCtE:PANCIES ARISE. 7.FII5 pMM SHg,M TAKE pEECEDINCE pVII2 THE PIANS). The Colorado DeparGmnt of HighwaYs Plan review is only for the general conformance withThe Colorado Department of Highways deSign and c;ode requirements• Department of Highways is not reslonsible for the aocuracy and adetNacl' of the design, of dimensions, and elevations which shall be confinned and correlated at the job site. - The Golorado Departinent of Highways, through the approval of this docimient, assinnes no responsibility othex than stated above for the coipleteness and/or accuracy of the plans. DATE: Ji7NE 15, 1990 4'ERrlS AND ODNDITIONS - SFM 3 ACCFSS PELdMII.'P N[II+IBIIt 690031 TcGUEn TO; PFI7T•TTPS 66 OOMPANY 7. 'Ihe contzactor sball follow the applicable constttiction specifications set forth by the Depaitment of fiichways in the latest manual, "STANOARD SPEQFICATIONS FC)R RaAD AND BitIDGE cONSTfdJCFIOI", the M& S Stam]ards, and the M.U.T.C.D. Oonstniction signs when not vsecl, sball be turned away fran the traffic. All work that reg»res traffic oomtmi shall be supervised by a traffic oontmi supetvi.sor certified by the American Traffic Safety Sezvices Associ.ation (ATSSA) or the Colorado cbntractors Association (CCA). Mien flag peYSons are xequired theY sball be certified by the Colozado Departme.,r_ of Highways. 8. Any damage to any present highwaY facilities will be repaired prior to continu:ing other work. Any aud or other material tracked or othettaise deposited on the roadway shall be removed daily ar as oxsiered by the 9. Devel~operr. will relocate signal Pole and signal control box including all required conduit arxi wiring, as Per the Colorado DepartLnent ot HighwaYs Specifications. 10. No storage of materials or equiFanent will be allowed within 30 feet of the edge of traveled wray. il. Whene recessary to remve, add, or relocate a State Highnray traffic contml device, including striping, for the construction of a pexmitted access approach, such additions, relocation or remwals shall be acccmplished bl' the apPlicant at its' own expense anl at the direction of the Departinent. Arn damage to the State HighwaY beYorrl that which is allowed in the Pezmit sball be nepaired inmiediately. 12. Constniction signs, when not is use, sha11 be tunned away form traffic. 13. 7Wo-way traffic must be maintained thnxxjh the area at all times. 14. Any constxuction equignent With outriggezs shall use street pads. 15. The aooess shall be constnicted 35 feet wide with a 5 foot flares. 16. Construct Type 2(Section B) curb or other approved barrier at or behinl the property line to prevem aocess at locations other than approved appmadzes. 17. Zhe nEw pavement shall slope on the same plane as the present pavement surface. 18. Zhe riew pavement shal.l slope on the same plane as the present pavement surface. 19. The surfacing in the widening and/or aocess appraach t.o the right-of-way lines sha.ll be 9 inches of Hot Bituminous Pavelnertt (GYadirlg E) an3 is to be plaoed in the follaaing min;mn,o lifts: two at 3 1/2" depth and one at 2" depth. 20. Constxvct a 5 foot wide 4 inch thick corcrete sidewalk abuttin9 or behind {he curb, Construct handicap xanips at intersection of sidewalks and curbs. The sidewalk, if to be set back f~ the aub, it shall be at ieast 5 teet frm tie curb. C.ub, gutter az,a Siaodaix sball rrar ve pourea monolithic EXCEFP in the case of handicap ramps ard curb cuts which will be poured monolithic. 21. SAW asphalt removals to assure a straight edge for patching. 22. Zhe manhole rirlgs and owers sball be Depaxtnent of Highways Starxlari 400 aml manhole covers sball be set 1/2" be7.ow fhAchar3 grade. 23. V~alve. i]ATE: JUNE 15, 1990 7EfM AND OONDI't'IONS - SEIEEP 4 AOCESS PELdMII.T N[MBII2 690031 ISS[JID 'N: F1_T~ 66 CCMPANY 24. 'ihe last 9" of backfill shall be Hot Bittnninous Pavemnt (Gradin4 E) • 25. All excavations for utility lires, culverts, trenches or bunels shall meet the ra..g,;,-asw„ts of 06FIA or the Colorado Departinent of Hi4hwaYs, whichever applies. 26. Areas of roadway arxl ric~t-of-way disturbed dux'ing this installation shall be restored to insure proper drainage. 27. Disturbed right-of-way area, where apPlicable, nList be reseeded with Division of Hi9hwaYs Stecifications grass seed mix, which oonsist of: Iff2Y IAND NP,TIVE GRP,SS SEED RATFS hqnggi~ PIS AC~2E Sitboth Smne (MatIchat') 8 7bs. Faixway C7ested idiea+_~~CS 4 lbs. Blt1e Grama 1 ].bs. Western Vdzeatgrass 8 ]bs. Sideoats Grama 2 Alfalfa (Iadac) 1 pLS = Pure Iive Seed Acre = 43 , 560 Sq. F't. 28. DO NOT REMOVE 'IIHE EXISTING CORB AND CTFIMR i1NfII, THE NEW GtJI2B AND CfTiTER HAS BEQQ FyIACED AND 'IIHE WIDENaIG IS READY 'iO PAVE. 29. The new curb anl 9utter shall be Standarl Type 2(Section II B). 30. 4he new curb and gutter shall be con.stnicted to ensune proper draina5e• 31. No drainage fxtian this site shall errter onto the surfaoe of the Highway. 32. All existing drainage structures shall be extended to ao=turodate all new construction arri safety standaYds. 33. 2he new inlet shall be Starx9aal 4YPa R. 34. The awner is resPorisible for any utilities disnipted by oonstniction of this driueway, and nust cooxciinate repairs or modifications with the Utility cmpaniPS• y~allations will 35. Water, Sanitary SewMr, Gas, Electrical, ard Telephone require individual additional permits. "'.s-"°aT°".".E. NORTON & SCHMIDT M.A.SCxMioi.P.E. CANSULTING ENGINEERS, INC. E.H. PaewM. P.E. A S. Rntxcwi¢ M.A. C1'7'Y CENTER SQUARE, SU1TE 419 DJ. Ne~e+. P.E. tjOO MAIN S7REET R W. SOMmER. P.E. KnNSns Cirv, MO 64105 Px: (816) 421-4232 Fnx: (816) 421-1956 EP. NUrsox, lR. P.E. R.D. HvUNn, P.E. A.A MELOx, P.E W.D.SCxwABnUErt.Jn.,P.E. LC. FtxxFR P.E. CT. H~Ert. P.E I PROJECT: _ ENGINEER: DATE: ~NUMBER: PAGE OF PAGES 139/o yy96 vwo A~q Z4:,q PHILLIPS PETR4LEUM 50' x 135' CANOFY FOOTING Service Station 127677 44th & Kipiing Wheatrid~e, CO P~0 RE'r'ZS o-. . - F~s 9 = :o> z ,a :O 20548 .q . ~'s~~'F. '••.......••.~G~~ . _ . Y~ ~ KANSAS CITY, MISSOURI ATLANTA, IiEORG1A PHILLIPS PETROLEUM - SS•27677 Dead Load = 5.00 psf Live Load - 30.00 psf Wind Velocity e 80.00 mph Wind ExpoSUre = C Building Code = UBC '88 Lateral Wind Pressure; p= Ce x Cq x qs x i RAM - JOB *900444 - 8/ 17/90 - PA6E -L OF 1-6 All foundation loads based on reactions suppiied by bullding supvlier Ce = 1.20 Cq - 1.30 qs = 19.00 psf I - 1.00 p - 29.64 psf Wind Uplift Pressure; p= Ce x Cq x qs x I Cq = -1.20 v - -27.36 Dsf Allowable foundation toads Net bearing Dressure = 3000.00 psf Side friction = 80.00 psf Passive pressure - 400.00 pcf fnlumn I nada and RQBCf.lOnS Dead Load, Pdi - 3,67 ktps Live Load, :°ll - 22.05 kips Wind Uplift, Pwl - -20.11 ktps Lateral Ioad, Hwi - 1.74 kips Column Length. L- 16.25 feet Base Moment, Mwl = Hwl x L= 28.32 kip-R (Exposure C. height < 201 (85 mph) NORTON & SCHMIDT CONSULTIN6 ENGINEERS, KCMO PHILLIPS PETRIX.EUM - SS•27677 RAM - JOB •400444 - 8/ 17/90 - PA6E Z 00 4? Trv 42.00 inch dis oier 7.50 feet deeo ri;th 7 - sg gars Vertical and s3 ciosed ties ! 18 inches on center CHF('C F(fnTINR RFARIN6 PRESSURE Total Column Load, Pdi + p11= 25.73 kips Footing Weight, W = 10.82 kips Less Disolaced Soil @ 100 ocf - -7.22 kins Total Footing Load, P= 29.33 kips Allowable Footing l.oad Allowabie Bearing Preesure - 28.86 kips S1de Friction - 6.60 kfos Total Allowable Footing Load - 35.46 kips CHECK FOOTIN6 UPLIFT CAPACITY Net Column Up1iR, Pdi + pwl = -16.43 kips Footing UpliR Resistance Footing WeighL, W- 10.82 kips Side Friction = 6.60 ktps TotalFooting Resistance = 17.42 kips NdRTON & SCHMIDT CONSULTING ENGINEERS, KCMO PHILLIPS PETROLEUM - SS*27677 RAM - JOB "900444 - 8/ 17/90 - PAGE ~ OF Ailowa6le Stresses Allowable Passlve Pressure - Does Lateral Restraint Exist ! Ground Surface? Yes=i N=0 Allow. Stress Incr. for Wind or EQ • Assumed Embedment = Auolied Loads Lateral Potnt Load. P- Hwl - Height of "P" above base, h= Moment ! Base, P x h s Foating Type: Rc+und•1, Rectangular-2: Footing Width Normal to Force, P - t 42 inches MiNirtun RFQUuRFn EMBEDMENT Non-Restrained: Depth - A/2 [1+(1+4.36h/A)'.51- where A=2.34P/(S 1 x b) = 0.87 Restrained: Depth -[4.25P x h/(53 x b)1'.5 - Allow, Passive Pressure ! 1/3 of Embed, S1 - 1333 psf Allow. Passive Pressure @ Base of Emt+ed. S3 - 3999 Dsf 400.00 psf per foot of depth 0.00 1.33 7.5 ft. 1742.83 Ibs. 16.25 ft. 28321.02 ft-Ibs. 4.40 ft. 2.93 ft. NORTON & SCHMIDT CONSUITING ENGINEERS, KCMO PAGE : !V_ PROdECT: SUBJECT: BY : DATE : CIRCULAR CONCRETE COI.UMN DESI6N DESCRIPTION :CRNOPY PIER FOOTING ALLOWRBLE 5TRESSES > f"c : Concrete = 3,000 psi k-t (Beta) = 0.65 > Fy : Steel = 60,000 psi Phi = 0.75 ? Braced? Y=1, N=0 . 0 > Eff Length Factor a i Slenderness ~ 0.00 > Unsupp. Heigh"t = 0 ft LOAD FACTORING > Nature of Short Term Loading : Seismic = t, Wind - 2 2 > 5hould L.L. Be Included in Short Term ? Y=1, N=0 t<- > Cument Analysis Uses A.C.I Equation : 9-1 = 1 9-2 = 2 2 C- 9-2 = 3 APPLIED LOADS (Unfactored,ACI Eq. 9-1, 9-2, & 9-3 Applied For Pu:Max) > Arial Dead Load = 3.67 k > ECCENTRCITY = 0 in > Axial Live Load = 22.05 k > Axial Short Term = -20.11 k Top of Column Moment > Dead Load Moment = 0 ft-k i L'.ve Load Moment = 0 ft-k > Short Term Moment = 28.32 ft-k Bottom of Column Moment : > Oead Load Moment = 0 ft-k ? Live Load Moment = 0 ft-k > Short Term Moment = 0 ft-k Pu : Mar. Factored ~ 6.3 kips COLUMN DATA Adjusted Top Moment : Dead Load Moment = 0 ft-k Live Load Moment = 0 ft-k Short Term Moment = 28 ft-k Transverse Moment : > Dead Load Moment = 0 ft-k > Live Load Moment - 0 ft-I: > 5hort TerM Moment= 0 ft-k Equivalent Ecc. a 68.48 in Minimum Ecc. ~ 0.00 in > DIAMETER = 42 in > Rebar CL to F.O.C.= 3.5 in Actual 'd' = 38.50 in Radial Bar Spacing= 15.71 in > REINFORCIN6 : (50 Bars MAX!) Total # of Bar = 7 Rebar Size # ~ 9 Total Steel Area = 7.00 in"2 % Steel Percentage = 0.51 % Min. tY. < Actual < 8% Max. PA6E : PROdECT SUBSECT BY c OATE : SUMMARY OF DE5I6N ! Pn * Phi : WHITNEY FORMULA = 65.8 kips I Pn • Phi : NUMERICAL ANAL. = NA " 1 Pu : ACTUAL LOAD ~ 6 kips I DESIGN ECC. = 66.46 in Mag. Fector = 1.00 Equiv. Ecc. = 68.48 in I .80 • Po : Short Column = 3,148 kips I P: 8alanced = 1,611 kips Balanced Ecc I ANALYSIS OF BALANCED CONDITION For Balanced Condition: Find Pb 8 eb x:6a1 =.003 ~ d / (.003 + (fy/ Es)) = 22.79 in a:halanced = k:t + x:hal = 19.37 in Mar. Strain on Compression Steel Strain in Steel to start Yield C:conc. = Sector Area * f"c • .85 C:steel = Evaluated By Strains T:steel = Evaluated By Strains P halanced = Cc + Cs - T P 6a1 + Ecc:Balanced Eccentricity : Balanced Condition EY,AMINE SLENDERNE55 EFFECTS = 0.0025 in = 0.0021 in = 1,591.8 I:ips = 149.3 kips = 129.7 kips = 1,611.4 kips = 1,618.3 ft-kips = 12.05 in Minimum I:Lu/r for Slenderness to apply = 22.00 Actual kLu/r = 0.00 Elastic Modulus = 3,122 ksi C m = NA EI = Max.[(.2■Ec«Ig + Es*Is) 1 (1 + Seta) or .4 Ec Ig /(1 + Beta)] = NA 4-in"2 Pc : Euler Bucl:ling: Pi"2 • EI / N, Lu"2 = 0 kips Alpha = Pu / Phi * Pc = 0.000 Delta : Mom Mag. Factor = Cm/ (t-Alpha) = 1.00 EQUIVALENT ECCENTRICITY = 68.48 in DESIGN ECC.: Equivalent Ecc. • DELTA = 68.48 in 12.05 in CHECN, TENSION OR COMPRESSION CONTROLS Ecc. : Balanced = 12.05 in Ecc. : Design = 68.46 in NOTE: If Ecc. Bel Ecc. Design Tension Controls : If Ecc. Bal > Ecc. Design Compression Controls NUMERICAL ANALYSIS FOR STRENGTH AT DESIGN ECCENTRICITY X - Neutral Axis = 0.00 in Steel Yield Strain ~ 0.00207 in Comp. Strain = Nfl in Tension Strain = NA in ACTUAL COLUMN CAPAGITY: Pn = Cc + Cs - T = NA I:ips PHILLIPS PETROLEUhi - SS027677 Lateral Load to Frame, P= Height of Lateral Load, h- Column Spacing, S = Overturning, Mot - P x h- Column Dead Lo9d, Pdl - Footing Weight, W = Skin Frictfon = Total, Pt Resfsting, Mr - Pt x S- OT Safety Factor - Mr ! Mot - RAM - JOB 0900444 - 8/ 17/90 - PAGE r! OF1 ~ 3.49 kips 16.25 feet 36.00 feet 56.64 kip-feet 3.67 kips 10.82 kips 6.60 ktos 21.10 kfps 759.46 kip-feet 13.41 NORTQN & SCHMIDT CONSULTING ENGINEERS, KCMO W.S. P.E. NORTON & SCFIDMT M.A.SCxMIpi.P.E. INC. CONSULTING ENGINEERS E.H. Pacwm. BE. , A.S. RA'rc[wictM.A. Cr7'Y CENTER SQUARE, SUiIE 4I9 DJ. NE~EN, P.E. ] jQQ MAIN S7REET R. W. SOMMER, P.E. KnNSns Cm', MO 64105 Px: (816) 421<232 FAx (816) 421-1956 EP. HUrsox. J0. PE. 0.D. Nnwxn. PE R.A Mil.OV. P.E W.D. San'n6nUFR JR4 P.E. LC tLrt+FA P.E CT. NntFn0. PE PROJECI: I U'I p-, Qjd I ct -IO ENGINEER:124'1''1 DATE: JOB NUMBER: PAGE , OF `v PAGES -(i2Y a N65s ~cr.-(~ ~G, P,,~= z'z~` , 1I > Tp-Y FT~l G+}Eai~ r-T-el . Le'li II. ~zJ{leJ 5I,.e 12-,4-3L 8u I,T ~ Hof,~. ?~J~`1~" y ~ F~tz-.- - 6401Y_ = I,~ x KANSAS C1TY, MISSWRI ATLANTA. (iEORG1A W.S. Nonro.. P.E. NORTON leL SCEIIIMT M.A. SfHMIDT, P.E. CONSULTING ENGINEERS. INC. E.H. PREwm, P.E. A.S. RAn[rvi¢M.A. CITY CENTER SQUARE, SlJ1TE 419 DJ. NEts[n. P.E. 1100 MAIN S7REET R. W. SOMrE0. P.E. KnNSns G7rv, MO 64105 Px: (816)421-4232 FAx: (816)421-1956 EP. N~x.Jti P.E. RD. HYUMD. P.E. IU. Munv.P.E W.D. SCHwnvwt J0. P.E LC FExxF.0. PE CT. H~ P.E. A l LU 2S - - 'PROJECI': 'R ENGINEER: -,r-4H DATE: ~ 1 o I°I O JOBNUMBER: - - PAGE fR OF ~v PAGES -F 3."1k-)( ¢.s~ = E~z.okj 3"`Cz, s) s 52.L-1 k.) hFV7~e - 8-2.51052.G - 1,51 ? I, 5a 445 fl Tt2'~ Q ~Y~f1t-l~t ffyT"dL ~~~r~1 L = n~ • lWFt' LJt = y+ ' 05•"1 I.~YI~5,~2~) + z I QP1 k'' t " M~. 0 'e5r- t I, 15 ~ Tr2~ 4',~ LAr NT= ~H~= ~ l1+Zl~ 4')(~,p~ 1-1 sf~ -~2 = 1,44 KANSAS CITY, MISSOURI ATLANTA, GEORGIA G "'.S."oa'o^.°.E. NORTON & SCHIVMT EP pv~ J~PE M.n. ScxMIDr. P.E. CANSULTING ENGINEERS, INC R.p. flnwNm. P.E. pE. fit~ Nppr E.H. Pa[wm, P.E. , A.S. RwikEw.2 M.A. CrIY CENTER SQUARE, SUITE 419 MD.SOIa'AbAUm7c.P.E DJ. N[U[n'. P.E. 1100 Mnna S'rxeer LC tF9i+FA P.E. R.W. SOMME0. P.E. KwNSns Cm, MO 64105 GT. FIAiFNE0.pE . Px: (816) 421-4232 FAx: (816) 421-1956 . . PROJEGT: 3.i ENGINEER: DATE: °I )e) I qz;;' JOB NUMBER: PAGE ~ OF <</ PAGES 1'~~ r;;,' L,~Z +.,h'= .ue~' ve-f bJT = C5'G~~')-~l•S3,Z~~i•~'x.t7X/) Zz.I +s-, 'T'Qw~ i ~ G~ = J.5~ 2 ei ~ X,Q ,as ' ~ _ L N~= c i~.~~-~ r'>C¢.~~ _$-r~ G±4~ot- `4F s! L~~S:~~j(~j,~~-?O~~I'I2FIK-EZZ.I~'~='f,~'6°✓ SaI L 47'~. ~My= z~4- 111 e'~= - - b~L 'GY= '24~ + 12°fV--{-l~c IY~•-1" 4>L4 I 2z.1 K' _40-111- 1~L'+ tL + WL IM3 4 L/~ (I -t 4e~~'' eAy _ tI>L. L e- = 0.8e~ L Le& L I ZaD KANSAS CITY, MISSOURi ATLANTA, (iE06G1A W.S. "°"r°". P.E. NORTON & SCHMIDT M.A.SCxMioi.P.E. INC CANSULTING ENGINEERS E.H. Pa[wm. P.E. , . A.S. RAT[[wIq M.A. (,rr-y CENTER SQUARE, SURE 419 DJ. N[i5[r. P.E. 1100 MAIN SiREET R. W. $OMME0. P.E Ku+sns Crrr, MO 64105 PROJECI': _ ENGINEER: _ JOB NUMBER: PAGE I t2' OF I L PAGES t Is.3~ jF-~/~ F~I. ~#-1-1 L z L z o,c.~' L LI~ < 1 u"1 +~C .v~ ~~o L2~ F~{~U-+t-;l.. f. G z D. n,~ f, z GI2~-i e ?-'25zu P.1- vlf- -~~iL Vw~~1zt' - I•l``~'~.~-7'~ _ ~d.~~`"' 4 ~ ~ _ ~.7 ~ ~C.v .{-?iL 33 3f~.~ k" t~l.+ w } V-fL 1 v.+-H-ti v _ ?.ee; + sa~'4-,~- hs -hL,-r wa t.-4 L : ~ ti c~, ~a ~ I,J~ p z ~ ~.-1"_ GC • ~c ~ -f~q f".~' bUta'J ~p'{s•~~ G~ z ~LC~~`'f -4' ~i~r."~L ~'tv~ _ ~l~GGO ~'f- 7, 4s Px: (816)421-4732 Fnx (816)421-1956 DATE: EP. HtrtmN, J4. P.E 0.D. HYUND. P.E. 0.A Munr, P.E W.D. Scxw~uulJ0.P.E LC fExr+e0. P.E CT. H~FR P.E KANSAS CITY, MISSOURl ' A71.ANCA, GEORGIA w.s."°"T°".P.E. NORTON & SCHMDT M.A. ScxMioi. P.E. CANSULTING ENGINEERS INC E.X. Paewm, P.E. , . A.S. RAT[[wIq M.A. (,}7y CENTER SQUARE, SUI7E 419 DJ. NEIS[r. P.E. 1100 MAIN STREET R W. SowMEa. P.E. KnNSns (,Yrv. MO 64105 Pti: (616) 421-4?32 Fwx: (816) 421-1956 EP. HUrsor+.JR PE RD. NruND. P.E RA MFtor. P.E WD.Sa1a'.V~uRJC,P.E LG F~ P.E CT. 8uinuL P.E PROJECf: '116 U' I P`y ENGINEER: --K r71-s-N Dp7g; ~ I I a I°ffl JOB NUMBER: PAGE I t OF ~ L PAGES a- (P k' -~lo12 af 4,L J~ = e,-f + m,y 2v*'L1,3) _ :r,&. 4 ~ r'l,+ w+- ,.u- : rK - ~ls L*~.,G1t4-)+ 2-Zz ) _ 1,•-+4y-- -T ~ , C s 35.1 GJ. 7.c{' ~ l'/2 PH s L co'- )C3) ;~--N~- 4;4~ri i -"&-r °(-n' 3 fr'f ~ . 'i" -4; I K" S cV-- 4G44-dn- hsf I FA Sp ' Lo~1r,r ~ ~ ~ F `4 oF 5r.e.sL I~s Yevcecfrrv Miccnnoi GEORGIA Y✓l(n~z "'~~IVVN ~ ~ N rtG = 3`1. T=~N'~~ r ToP - ~w' ~L2)~w ~J~ ~~JI'µ d~~G4 ~j .OGs7^~J ~ ~ _croo3~ ~d»P")~dv~)~I,3a) 1•l3' ~.l ~~J lz~~-,~/ w.S."°"r°".°.E. NORTON & SCHMIDT M.A. SCNnnoi, P.E. INC CANSULTING ENGINEERS E.N. Pa[wm. P.E. . , A.S. R&ttEwiqM.A. CI7y CEMER SQUARE, SUITE GII DJ. N["[n. P.E. 1100 MAIN STREEI R. W. $OqqEa, P.E. KnNSns CS'n. MO 64105 Px: (816)421-4232 FA7t (816)421-1956 EP. Nu15oN.10. P.E R.D. Xrurm.P.E 0.A M[IDY. PE WD. Srnwunu0.10.P.E LC FExxFA P.E GT. X~ P.E PROJECf: ~;'~'I 1'~LA ~S ENGiNEER: - JOB NUMBER: _ DATE: PAGE ~✓~OF ~V PAGES ~-Stc~1..~ ~vr~f1+-~G~ 1-A~'p6t~ff.srbL ,j~lZ~fl~-3~ rT-Gr. U'L-_ 1, 2'-X y)_ -r 1 o tC3•1) +l.3(-sc-) _ -Z3'` ~-~-w+►~u,: NI~,)y d" ~ -t_~P: ~N° r,•d-~i~bp~-~-F 1"I(~~xi~p~r-~ ;T~ = l~ },AL, > -~~op~ (~vY I.~)1~ z Ize~wu ~ 1i-a-" d < ~ ,ooa~ e-' • ~a KANSAS C1TY, MISSOURI _ ATLAMA, GEORGIA PA6E : ~ 3.7 k > Eccentricity 0 in 22 k -20 k RECTAN6ULAR CONCRETE COLUMN DESIGN DESCRIPTION :CANDPY FOOTING PEDESTRL ALLOWABLE STRESSES > f"c : Concrete - 3,000 psi k-t (Beta) = 0.85 > Fy : Steel = 60,000 psi Elastic Modulus = 3,122 ksi > 8raced? Y=1, N=0 . 0 Phi = 0.78 > Eff Length Factor a Z > Unsupp. Height = 3.25 ft Slenderness = 12.31 LOAD FACTORING > Nature of Short Term Loading : Seisnic = 1, Wind = 2 2 > Should L.L. Be Included in Short Term 7 Y=1, N=0 1 ) Current Analysis Uses A.C.I Equation : 9-1 - 1 9-2 = 2 2 9-3 = 3 APPLIEO lOADIN6 < Unfectored, ACI EQ 9.1, 9.2, 8 9.3 Cfiecked > > Axial Dead Load = > Axial Live Load = > Axial Short Term = Top of Column Moment : > Dead Load Moment = ? Live Load Moroent = > Short Term 17onent = Botiom of Column Moment Adjusted Top Moment : 0 ft-k Dead Loed Moment = 0 ft-k 0 ft-k Live Load hloment e 0 ft-k 7.8 ft-k Short Term MoMent = 28 ft-k Transverse Moment > Oead Load Honent - 0 ft-k > Live Load ►loment - 0 ft-k > Short Term Moment - 33.5 ft-k P-u w/11U-roax Per ACI COLUMN DATA > OEPTH ° > WIDTH ° > REINFORCIN6 : No. of 8ars E/F . Reber Size t . No. af Bars E/F • Rebar Size t • 6.4 kips PROJECT: SUBdECT: BY : OATE = > Dead Load Morsent = 0 ft-k ) Live Load tlonent < 0 ft-k > Short Term Moment - 0 ft-k EQUIV. ECCENTRICITY - 79.65 in Min. Eccentricity e 0.00 in 22 in > Re6ar Cover = 2.5 fn 22 in Actuel d = 19.50 in Actual d' (cover) - 2.50 in 2 10 Steel Area Each Face - 2.54 Sn"2 0 Actual Steel Percen} - 1.05 X 0 1% ( Actual < BX t- SUMMARY OF DESI6N i ACTUAL COLUMN CAPACITY : Pn • Phi I ACTUAL APPLIEO LOAD : Pu I .80 r Po . Short ColuMn t DESI6N ECCENTRICITY i SRLANCED SECTION ECCENTRICITY 1 Equiv. Eccentricity Fron Loeding I P : Balenced 1---------------------------------------- ANALYSIS OF BALANCED CONDITION PROJECT: SUBJECT: BY : PA6E DATE : 27 kips 6 kips ~ 1,221 kips ~ 79.65 in ~ 10.83 in ~ 79.65 in ~ 544 kips For Balanced Condition: Find Pb S e6 x:hal =.003 • d / (.003 + (fy/Es)) = 11.54 in e:balanced - k:1 • x:6ai e 9.81 in Strain in CoMpression Steel = 0.0024 in Strain in Steel to stert Yield e 0.0021 in C:conc. - .85 ► f'c * 6+ a:6alanced 6 550.3 kips T:steel - Rs • Fy = 152.4 kips C:steel Fy +strain Fy As' ° 145.9 kips P balanced ~ Cc + Cs - T - 543.8 kips P bal • Ecc:Balanced ~ 490.8 ft-kips Eccentricity : Belanced Condition = 10.83 in EXAMINE SLENDERNE5S EFFECTS Mininum kLu/r for Slenderness to apply = 22 Slenderness Actuel kLu/r - 12.3106 Does Not Apply C m = NA EI ~ Max.[(.2tEcEIg + Es•Ie) / (1 + Beta) or .4 Ec Ig /(i + Bete)T - NA x-in"2 Pc : Euler Suckling: Pi"2 • EI / KLu"2 - NA'kips Alpha - Pu / Phi R Pc - NA Oelta : Mor+ Meg. FacEor = Cm/ (i-Alpha) = 1 DESI6N ECC.= Equivalent Ecc. • DELTA 79.65 in CHECK TENSION OR COMPRESSION CONTROLS Ecc. : Balanced ~ 10.83 in Ecc. : Design 6 79.65 in ANALYSIS FOR STREN6TH AT DESI6N ECCENTRICITY X- Neutral Axis s 3.17 in Steel Yield Strain 0.0021 in Cor,p. Strain = 0.0006 in Tension Strain ~ 0.0155 in C5:A'5•(etE-.85f'c)= 40.2 kips T=Rs«ey/Es AskFy = 152.4 kips Cc=.85"2•f'c+bx'x' - 151.2 kips ACTUAL COLUMN CRPACITY: Pn = Cc + Cs - T S 39.0 kips W.S. P.E. NORTON & SCHMIDT M.A. Sfxmioi. P.E. E.H. Paewm. P.E. CANSULTINGENGINEERS, INC. A5. R-Mwi2M.A. Cny CENTER c .a..~OARE, SUITE G]I DJ. N[M+, P.E. 1100 MAIN STREEf R.W. $OMM[0. P.E KnNSns Cm, MO 64105 Px: (816)421d232 FAx: (816)421-1956 EP. NVISOt1J0.P.E RD. NruND, P.E RA M~. PE W.D. Swr'nMO0.J0. P.E LG FrHNEC. PE CT. HAFFr+0.P.E PROJECC: 1?41 LA-i 05 ENGINEERDATE: i JOB NUMBER: - PAGE - OF PAGES C~.i.~~-~( Gol.t~t HI-a }-~b.SS ~r~► r~! 1 L ~ ~ ~ ~ ~ ~t , i., t_I , y z~._.o-, CI.IJ.~ GOL!S- Sc~l~ : KANSAS CITY, MISSOURI ({7LqNfA, GEORGIA "'.5."°"'°".P.E. NORTON & SCHMIDT M.A. ScxmiDT. P.E INC NGINEERS CANSULTINGE E.H. Pa[wm. P.E. , . A.S. RAiCEWi¢ M.A. (,~(1'y CENTER c .aQUARE, SUITE AII DJ. NeLS[r. P.E 1100 MAIN $TREEi R. W. SOMME0. P.E. KnnsAs Crtr. MO 64105 Px: (816) 421-d232 FAx: (816)421-1956 EP. Xv1wM,l~4P.E 0.D. Hnwrm. P.E 20. A1¢oY,PJE M.D. S~v.wufAJ0.P.E L.C. FeemL PE CT. H~ P.E PROJECf: 1-444 LAAK=' ENGINEER: elz&N DATE: JOB NUMBER: PAGE _ 1~ OF /40' PAGES II S I ~ I ZZit -AZZti^ • _ _ . . _ . ~ . . 1 . ~ . _ ~ ~ . . _ . ~ . 1 _i ~JS 5 o,cl7-d"~. 1-3 . r~►I~T d, ~t~: ~.1oF-!e KANSAS Q7Y, MISSOURI ATLANTA. GEORGIP W.S. "°"r°`. P.E. NORTON & SCHMIDT M.A. Scx+nDi, P.E. INC CANSULTING ENGINEERS E.H. Pa[wO-L P.E. . , A.S. Rnr[ewicz M.A. CITY CENTER SQUARE, SUITE 419 D.J. NELseR P.E. ]]OO MAIN STREEf R. W. SOMMER, P.E. KANSAS Clrr, MO 64105 PH: (816) 421d232 F.vc: (816) 421-1956 EP. Hursorv, X. P.E. RD. Nrvav. P.E RA MeWY, P.E. W.D. SexwnenueR J0.. P.E. LC. FExNER P.E. CT. HeFtnER. P.E PROJECT: ENGINEER: JOB NUMBER: 9/ .0 vu 96 vvv~o /4CpCc17q~/.-eeV- - DATE: PAGE _ - OF PAGES _ PHILLIFS PETROLEUM 24'-6" x 47-2" CP.R WASH Service Station'27677 _ 44th & Kipiing _ Wheatridge. CO . O0 flEo/ Q~P s~'F o `Q 9 N4$"..9m -o i0 20548 ti~; . ; O,o KANSAS CITY, MISSOURI ATLANTA, GEORGIA Norton dc Schmidt ComultitK Eepoeen, Iee. 1009 Baltimae, ac6 Floor [aesr City, Minouri 64105 016) 421j232 ,Rg PMt! IFS fen'O 'v= !o xW7 ' c Afe h/AS N 9EEf tD_ I OLM,~ r /7~lir ff a,E Uh7 4I CEOS) Bf GA7E : : : : . _ ...;LD1~lYS..;. • - • . ~ .j... .~y •I• . 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' ~N.= ../?'.6=c`-:- - ~~~a• ' 0 ~ ~ l~. ~~T.~.'.M:- _ .,e G ' ~ ~ • . .biapv~.w'_~!~:. • . . . . . - - ,f, .j. .1. . . ~ . . . ' l. . . . . . . .t. •y- 'i. .s. ' . . . ~ . 'j' ' joB PNu.LiPS ftreO zv' 0 n-17 ' craA: VJ& N Norton dc Schmidt 9m ND Z (F Comukins Eeyoeen, foe. 1009 s.iumem. 8t6 Floor ~TB of /J?OF aTE c.ns.. cicy. Missouri 64105 (916)4214232 OECO fff ah 6 z) g-7 . . . - • . . . . . . . ~ ~RNE~5,'jL,jGE;0E5~G>JF.-~..c4,~Y..~.~4.5V!`.~:iEfL .y. , ..i~s~~r.!~..LL.',•..~D ]p5~ • .DESN-P ...T_4 .l,?LPsF . . .i. -s............................. * : . • . - . ' . . . • . . . . .IUYN.I9SF'r~~k.CA10.'•?~'P~n~~~' S'~" v:1~DE :~.NT~J~c~K ' _ . . . . - . _ . : . CAP..=.1o.a.IS!.; . ...~K.:...:...:...:...;... . . . . . . - . . . ' ' df{~}~S~~IJf~ ' ....+~~atnmui. ".i...:...:......c..._.. • ."4~ gpq ~/j ~ .d` O„~••• . . . Q minn :~`~~~~~i:iS:~~ef rn~'P , : ~P 1~i • _ I~~~~/ ~ . .a.. • IG~ . . . ~j 'REG/~ 4jry ~ ` ",~i' COA~ G~~S o : ...a~. .'i J.._..,F~. . ~ D<<,•• ~;.l~F ~o ~ _ ..4l ,}!'m.r~~ i O - . . . . . . , . . _ t . . . • e ~ . ••...•••••-•4 P..F. ;:.F.~:Oi;[NCE.:~Ei•~.....:..;:..;.~o~..; _ ;.f.~;~._ ..,...~:.o:;...:..:. _.Z N:UM:SEA . : r":.: . • c• ,S • c.c-t;i-......:_..~~r.. .2~ :ac'~: .j ~o i ylf • / . P. ~i'•i . . Jf d~` Ov ~ Yj - . ; ' : • ~a~r'~.. 'tG,~F,~:,;i....:..~°G\~, . :~•n~5 qN : ' : : v';,e,~'e'~," • S1pNALti : : . •.yE'S+S -01 . • • . : . ; : ......~...........fJ~~or~ . . . : : : : : ~~•k1i:S:tW . ; : ; : : . : : : : : ' ~i~~.unu . . . . . . . _ . , " . . . . - . . . . . " - ' ' ' - • ' . " . . . . . . . . • . PNI"IF4-G:AP WARH / M A S O N R Y A S O N R Y Y A L L O E S I G N per 5ection 2409 of 1988 lkniform Building Code Description: CAR WASH MASONRY VALL Al7owaGle Stresses f m: Masonry = 1,500.00 psi Speciat Inspection? 0 Fy : Reinforcing = 60,000.00 psi Yes-1 No=O Elastic Modu}us = 1,125,000.00 psi Solid Grouting? 0 N: Modular Ratio = 25.78 Yes=1 No=O Desiqn Data Unsupported Ht. = 12.33 ft. Wa115s'eight = 61.00 psf Total Wall Ht. = 12.33 ft. Equiv. Solid Thick. = 4.60 in Dead Load, DL = 1127.00 plf Axial DL @ T01s' = 0_00 plf Roc+f Live, RLL or SL = 368.00 plf Axial RLLlSL @ TOW = 0.00 plf floor Live, FLl = 0.00 plf elxial FLL @ TOW = 0.00 plf Uniferm Load Ecc_ = 0.00 in Wall pata V'a11 Thit.4:ness = 8 in. Seismic Factor = O.CF~63 Rebar Size "0": 6 Wind Load = 27.36 psf Rat+ar Spacing = 48 in. 'd' - Actual 3.81 in Rebar Lecation 1 Re6ar Area (per ft) = 0.110 ai'2 i->Center 2->Edge p= AsI6#d = 0_00240 -----DESIGN SUMPIARY---- - ' ! f_'emhined Strasses ~ i , pL + FLL + RLL 0251 : 1.00 ! i pL + FLL + WL 1277 : 7.333 ! ! DL+FLL+Ep 0.336 : 1333 ! ! DL + fLL + WL + 112 SL 1;01 : 1.333 ! ! DL + FLL + 5L + 1/2 WL 0.788 : 1.3353 ! ! DL + FLL + SL + EQ 0.386 : 1_333 ! NOF.TON & SCHMIDT CONiULTING ENGIIJEERS, INL PHILLIFf. - CAF. WA~H AllowaNle Stresses _ Axial Stress: Fa = 20*fm(1-(h'/42t)-3]*(0.5 if rw insp) Bending Stress: Masonry : fb =.333*f'm (2000 psi max) * (0.5 if rro visp) _ Stee1: Fs = O.S*Fy (24,000 psi max) _ Total Yerti-al Loads At Mid-Heiqht Uniform Dead Load = 1127.00 Axial Dead Load = 0.00 Wall Weight = 376.07 Total Dead Load = 1503.07 ct_ RAN{ - ftf t q/90 - PAGE OF Roof Live, RLL or SL = Axiai RLL/SL = Total Roof Live = Ftoor Live, FLL = Axial FLL @ TI]W _ Totai Floar Live = Total Moments @ Mid-height Due ±o DL = 0.00 *inlft Due to Wind Load = Due to RLL or SL = 0.00 a in/ft Due to Seismic Load = Due to FLL = 0 s infft Comhined Moments Cd Mid-height: DL +fLL+RLI DL+fLL+p+L DL + FLl + EQ DL +FLI+WL+1f2SL DL+FLL +SL+II2WL DL+FLL +SL+EQ ActualS#resses Axiai Stress: S?ead Lead Only = Bending Stress: np = k = t[Crkp?"2 * 2npI'0.5} - np _ Stresses in PSI : DL + FLL + RLL DL+FLL +VL DL + FLL + EO DL+FIL+WL+ 112SL DL+FLL±SL+1f25s'L DL +Fil+si+Eu 2723 623937 s in/ft 7$2.47 s inIft 0.00 x inlft 623927 s in/ft 782.47 ~ in/ft 623927 = inlft 3119.63 ~ Wfft 782.47 ~ in/ft kl.L or SL Only = FLL Only = 6.67 0.00 0.062 j=1 -k13= 0.901 0296 2 ! kj = 7.507 Steel 96 Masonru '.B 0_00 0.00% 0.00 0.0096 16503.16 68.769B 268.55 107.5348 2069.68 8.6293 33.68 13.49% 16503.16 65.76w, 268.55 107.539E 8251.58 34.38% 13427 53.7698 2069.68 8_62% 33.68 13.4996 13521 psi 249.75 psi 24000.00 psi 368.00 0.00 368.00 0 0 0 NQRTON & SCHMIDT CONSULTING ENGINEERS, INC Norton A Schmidt comuhing Entinwn, too. 1009 Baltimae, bch F7oor [ansr City, Miasouri NIOS (i 16)121-4232 .m eNicuPS PCrro 2~/=6x N7' c•~wASr~ sO ►o. 5 ff Wt1LA7fD B/ »d Om8f CAIE 617, 7 k 7 ah ' ..a...;. ; : -c . . 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(816)4214232 PRO,)ECT:PHILLIPS PETRO KANSAS CffY. MISSOURI 64105 SUBJECT:24'"-6" X 47' CAR WASH BY :MDF OATE :fi,l~G W I S T E E L 8 E A M D E S I G N ~e+~/ MARKD. - j~p FLOftENCE No Axi al Load ~.q NUMBER A AEL~'~1 DESCRIPTION :LINTEL BEAM @ OH DDOR OPENING S; NON-LOA D 9E O ALLOWABLE STRESSE5 ~i$~ ~F > Fy - Yield ~ 36 ksi > UNBRHC ED LENGTH ° 10 ft > Ouration Factor ~ 1.00 ) Bm Wt Moment? Y=1 N=0 : 1 i SIMPLE BEAM ANALYSIS Shall Live Load Be Skip-Loaded ? Y= 1, N= 0: 0 FIXITY CONDITION @ LEFT SUPPORT : Pinned - 1, Fixed = 2-> 1 CENTER SPAN ~ 10 ft RI6HT CANTILEVER SPAN = 0 ft CENTER SPAN LOADIN GS : Uniform Loeds : itt: Dead Load = 0.312 k/ft X-Left a 0 ft Live Load a 0.03 k/ft X-Right ~ 10 ft 42: Dead Load ~ 0 k/ft X-Left 6 0 ft Live Load = 0 k/ft X-Right = 0 ft SECTION SELECTED W8X13 IRRY OF STRESSES -----------------------------------------------1 Max. Moment @ Left e 0 fl-k Positive Mom =-4.437 ft-k Max. Moment @ Right= 0 ft-k 1 10790 ^ X MUM MOMENT s 4.4 ft-k 5-xx ; Required = 4.2 in 3 A9Q~~,~ ~ Fowa6le Moment = Ag 10.5 ft-k S-xx : Supplied ~ 9.9 in^3 NS '\•$-,h : Actual - /ONp~E~~ 5.37 ksi f-v : Actual = 0.97 ksi F-b : Rllowable - " 12.77 ksi F-v : Allowable = 14.40 ksi X of Max. Stress = 42.1 X X of Max. Stress - 6.7 X I---------------------- --------------1 ROLLED SECTION OATA OEPTH CLASS: in (Optional) SELECTED STEEL SECTION am~nnr - - - n W8X 13 . p REG"''"., ~ - S'T''•, Section Area . 3.84 in"2 J' NF',~9 '6ection Weight a 13.0 klft ~Nl 08vera1l Depth - 7.99 in R17 qeb Thickness a 0.23 in 2050 2: ~ Flange Width = 4.00 in 0 lange Thickness - 0.255 in `••"'~.aG~~V bf / 2 t f a 7.64 I : x-x = 40 in"4 5 : x-x = 9.9 in^3 r : z-x e 3.21 in I : y-Y ~ 2.7 in"4 S : y-y ~ 1.4 in^3 r : y-y = 0.84 in d / tw = 34.74 r-T = 1.03 in Web Area = d• tw = 1.8 in"2 NORTON & SCHMIDT CONSULTING ENGINEERS, INC. 1009 Baltimore 8th fl. (1116) 421i232 KANSAS CITY, MNSSOURI 64105 PA6E : b PRDJECT:PHILLIPS PETRO SUBJECT:24'-6" X 47" CAR WASH BY :MDF DATE :6/27/87 LATERAL BUCKLING CRITERIA Cb ~ 1.00 Lb / rT = 116.98 Lc= Min (Lc1,Lc2) = 4.22 ft Lu= Max(Lct,lc2,Lu1)= 5.91 ft A.I.S.C.: 1.5.1.4.1.5 Lh : Unbraced Length - 10.0 ft Bo = 102,000+Cb/Fy".5 - 53.23 Lcl= 76 t bf / Fy".5 = 4.22 ft Lc2=20,000+Af/(d•Fy) = 5.91 ft Lul- Bo • rt (Ch".S) = 4.55 ft Fb-t = Fv + ! 2/3 + fy • (Lh/rT)"2 / (1,530,000 « C6) ] = 12.41 ksi Fh-2 = 170,000 , + Cb / [ ( L6/rT ) "2 ] = 12.42 ksi Fh-3 = 12,000 • Cb / [ L6 * (d/Af)) ] .6 Fy = 12.77 ksi CASE 1: Where Lb Min (Lc1,Lc2 > Fb =.66 + Fy = 0.00 ksi CASE 2: Where Lc < Lb Lu -and- L6/rT C= Bo Fh = .60 • Fy = 0.00 ksi CASE 3: Where Bo (L6/r-T) < Bo • 2.236 F6 = Max tFb-1,Fb-3> <=.6Fy = 12.77 kei CASE 4: Where Lh/r-T > Bo • 2.236 Fh = Max (Fb-2,Fb-3) <-.6Fy - 0.00 ksi MAXIMUM REACTIONS ( Skip Loading Considered if Specified ) Dead @ left ~ 1.63 k Dead @ Right - 1.63 k Live @ Left = 0.15 Live @ Ripht - 0.15 k 1.78 k GEFLECTIONS Center Span X-Distance For Deflection ~ 5 ft CENTER SPAN 'X' CRNTILEVER SPAN :@ End Dend Load - 0.064 in Dead Load ~ 0.000 in Live Load . 0.006 in Live Load e 0..000 in Totel M RA K D. FLcHervice NUA68ER E-2Q931 = 0.070 in { iom I s %o9~~'F '=~;9 NSP';•• ~ S+S dG~ • ~ONAI ti.. Total ~ 0.000 in r•~"' pp qE "'~r L Norton & Schmidt Consultinj Eqpneen, lec. 1009 Baltimae, !ch Floor [aaar Ciry, Miawuri 64103 (=16)1214232 ,CB pfJlLug OCED 24/=(, X41 ~ ' CAf wASN sm b. 9 ff ~ of &nF CEM Bf ah z?)k7 OATE i. . . , .i.. a: -A•L_ - - - - . / . ~ L~ . . . . . . . . . c~. : c.ci4~~ RtreF ~ii ....i. .c...;. _ , . ;N/1~~L .:D.sS..l2.B3~, - .5?~.x.;- ..'Z.~.. . • ' . . . . . . . . - .r c...;..... .~o►.C..Au:~<,~= . .29~o P~~.. - - : , ' . . : ; . ' f 3Foa' ~ .7niC~H ':24ga% yc~~o = g.f.: . . . ; . _ ; ' ' . ' . ~ ~ ~O~ V,i 10€ f~J~Z''_ .M'.~.: ~5 7"1' ~c . • • _➢r.''f Gas4~ ;S~//?RvP'~ _+8. Z'.1:~~ 4t~..;_. - ' : ' :~oTTOYn::o(•.:FD•.q'TY.~z-.Q~.P.~!:~:.AS..~2Ep.e!?£0.:l4~ _.i.. _s..:~..: . . . . .a. . . .i. " _ . _ _ .n. ~ ~~j~ : . • j ' . . . . , . % • • • , . • . . . wt!}IQ~6l/~ . • . . iau~uu~p • . . . . it. ~ . , . . . . . . . . ~y - ......:.""'`t~~`~~~ ~~~I4~f•`lef = -;.iRA~ FLQ ~~~i~t.....";"'tOQiy~- R~ ~v ! • ►R, . ~ y N~y ♦ ~i~~':~-.~. . `~~•"`s.. .~:'1~~~(',EMSrb~~hi:.. _~c,i.~a.:.. . ~ a..• . . . . _ .M6 ~ N;,F;?c .e::~. ~ ~ ~~-5.. •=,o i~~ ' 2~ ' L•Ci~FN D".E '1630: ` : ~ 9•ti ~10548• ~d iv~ . •i• ~:~~:--►L:H~f1~EA- - . - 25331:, = 9 • ' ~ . • : `%~S~Ay ~~'F.'~ .-:l-tr. : .zo~~:,k.qN5P5r'~<y : '~%..,,,.~;4,..s• ~ ~.G~'+..._,..%~ • ~SS ,~~G~ ~ - : • • • . ~~l/ty6icti. •i- . . - - .i. . . . % - ' ' . . 'i• . .J ' " r~ ' ~~',Y~~~ 3=. ~r~F'e~y~'=~• r ti ~Z '.~~~~~s .14%, lLi i E. ; n ~ pynaSPanm product infomiation and Capability : 1.. Notation • _ _ : etpss sectional area pw : web width " f, c = specitied compressive strenpth of concrete pcc = compressive strenpth of conerete at time of Inltial prestress fy = Strenpth of Shear steel I _ moment of inertia " Yb = distance from boriom flber to center , • of pravity of section • ' Yt = d(stance from top fiber to center • of gravity of SCCtiO(1 - Zb = section modulus with respect to the bottom fiber of a cross section ZZ = section rtwdulus with respect to tAe top fiber of a aoss sectlon . 2 Exptanation of Load Tables Load tables tor Dynaspan show ttie atlowable sa/e superimposetf service load. The table et the top , 91ves the iniormation tor the siab without ta th~e aM the tabte at the bottom of the page is same siab with two inches of normal weipht toppinp actinp compositely with the seetion. Values fn the tabie auurAe a unHortn 2 in. topPinp the full span Iength, and assume the member to be unshored at the time the topPinO I5 Dla~. Safe loads shown fn the tables are based on the dimensions and sectlon properties shown on the pape. 21 Sate Superimposed Load The values for safe superimposed load are based on the capacity of the siab as povemed Dy tha AG Bulldinp Code limitations on flexural strenpth, ser• vlce toad flexual stresses, or shear strenpth. No por- tion of the sate ioad sAown is assumed to be dead • bad. Fu topped memDe+s, the capaclty shown is In . addition to the weipht of the toppinp. Exampla For an 8' topped slab with &; in: 2501c strands at a span of 24 ft, the capacity shrnnm is 83 o} dead and il ve r loadinp 83 ~ ~ some eombination 22 Lim(Ung Crtteria The eriterla used to detertnine the safe super. Imposed load and strand Dlacement are based an "Buiidinp CodeRep uirmnents for Reinforced Coo- aete (ACI 316Tn." 7Tie code Provlsions used in the development of these bad tables are (1) capacky yoverned by desipn flexurai strenpth (2) capactty povemed bY aervtce Ioad atresses end (3) eapadtY povsmed by desipn shear strenpth. 2.3 Estimated Cambers There are many infierent variables that effect eamber and deflection, such as conuete mix, storape method, time of niease of pratra~a ~ of erectwn and Dtacemant of superimposeC mlative humidity, etc,. B.ecause of this, eaiculated 16ng-time values shwub rwver be consceeree ar,y . better than esiimates end theY should not De used _ - fs absolute values. Most esttmated cambers fa hollowcae atabs are caiculated uslnD comPlex. muiiipliers that do not cortsider-tlie wire mesh in the top of the stab amony other variables• Because ot these apparent imprecisions ot eamber celculaiions, non structural componants, such as partittons st- tached to members stwuid be Dlaced wlth edequate allowance for error. 2.4 Concrete Strengths and Unit Weights Twenty-eipht day tylinder strenpth tor conuete in Dynaspan units is assumed to be 50D0 psi. Tables ta units with composite toppinp are based on the topptnp beinp normal weiDht conuete wilh e eylinder otrenpth of 3500 psL Ctoncrete strenpth at time of strand tension reiease is 3000 psi. A eylinder strenpth greatef than 3000 psl om the - would • placeme tec earance of less than 1'~ in. f ~ bottom of the slab. Unit weights d conuete are assumed to be 150Ib• per a,. n. 25 Prestressing Strands Restressinp strands used fn the load tabies are I or % inch diameter strands with an uitimate strenpth of 250,000 psi. The strands are parallei a straipht and ' eannot be depressed at any points. • i tl~olce of st and size and ~imate s[ enpth ~ 26 Strand Placement The load table values are based on slrend bef~C ~3 ' In. dear from the bottom of tAe siab. Lower strand piacement wilt ereate AlpAar eapadtY and camber vaiues while htpher stranQ placemetit wiil pNe Irtf ~ proved flre resistance ratinps. The lower strend .placement may requlre hipher release Strenpths. ar top tension reinforcement st the ends The Dynaspan menufaelurer in else allowed some flpclbility in his ehoiee of atrand Iacatfon pettems~ Some of the more coavnai Dattems are ehovm at the stab eross-section. A minimum of 8 strands Is ' used and a maximum of 75 in any Inaement of one. A maximum of t strands may be plaeed In the opPer webs of a slab which then timits the number of strands in lhe bottom weDs 1c 71. 27 Load-Bearinp Wail Panets The wall panel curves show 1he bwer portiO^ of the eurve only (flexure eontrolltrp). Aetual desipn loada wlll rerefy exeeed the values stawa 0 Copydpht 1980 .David G. Markie tBpt "Eest Houston Streei . P.O. Box 129 &oken Arrow, Oklehoma 71012 •n rqnt, nrwe. ru or+ a a+. wam.J~ m.r e. nw_~_b 1^•n k"na M M m.n.,.nnan o~,ww^ M wMft fnm er wNwr. mm.e b usw 2 . 4~ • _ Dy'185panm B'-0 x g• Namal Welpht Conerste 24iour Flre Rated '.Y.• SECTION PROPERTiES 1lntopped Toppsd ' AaQOiM - 1.35751M l6201M yp:9A61n 524 in ri. 4.04 u+ 476 M zb~~yoii+ IM ia,f uLBIJ~ ~N, iIl =7-75 (fl ~r1=189.6DN 7009pIf - 672 psf {'►b psl Ye = 500DDsi YGI s ]pDD p31 Yc prout : 5500 psi VW. 0/ prout - 727 M' plt of joint KOYim-s.+. b.e. oe - v~~~e ~.re ~~.ro~i~nrvxad service bads (D51) ~ Weided Wir! MesA in 72 Siope . i Y• Ovat Grout Key • Radius ,iotnt Gap Typtcal Grout doint • NoToppinp Number 8 Stze r r o125Uk Strands PK 8'-0 Width t8 17 18 1i 20 27 42 23 24 25 sW4 fL 26 27 26 29 8D 31 32 93 34 35 36 97 ~m d n ~ ! ao . . ~ +x 1132 tc a. n • r • n ai - m ia s ia' a 'w a o • n ss 61' t+o r s 04 10 ,m v va a a 4B a 34 11•Y' to sm s+ ib_ • so u» ns im • w1o in M o. n s_ 30 12Y• ar an a+i r 1184 ws s m m a s w 1M Ma a a s+ 1SY' ~ fee tY am m 11110 w+ v m. tn w in si . M R 0 s•» fo rHoffnal weiyncroPP►ng •av.vv.w...~~~~. Number i Sizs d 250Ic S4nnds vu e~a wwn, +e n~e . w o ' r ' n ► ~ a $W4fL ~a a s o ~o r az x+ a~ - as q7 HC M N sC il i7 an m M m tN • 1s M sl h O - ~ us ai is s+ s si h ~ e a . tn as s n4 so ao „t w e r~ w e w w ' 11.j• s M2 ao wo m w a+ w e~ 0 n wa s m: So eu M 10 w 10 .w w a • o~ a~ . tb;' so ni ta • r w s m we w. n • s s 6WC "-NVscnyyvrv~ ol ivw~.w v...... . 3 t • _ Dyfl85paflO 13 ~ . t . . . ' . . . . ' ` . ~ . - " . _ . . "z 12' Normai Welpht ConcrMe 2•Hour Fire Rated 'ROPERTIES loppsd ~ ' ~ ~ ~ 7 7.Q I11 i 6.53 in . . . IeP 2226 in* in'- 2FvqhP . in 27.75 in - n 6162 on . ~ psr 102 ns+ eoooPsi _ fti ~ psi 178 in'pllotJoint - Wire Mal+ Sbpe Grout Kre~` Radius JIV i Typicai Grout Joint . ' NoTopping Number6Sizs ' SWm~. ' of 250k Stronds PN B'-0 Width g.~• 25 ae 26 s Z7 ao 28 29 30 31 32 33 St 35 36 37 38 39 10 41 42 ~9 M ~5 ~6 ~7 tt~' sd aa e 54 a s m ' t2~• n aa si e" w r „ s 61' vs m w a 1r • 00 a ~ s a tlZ• +w no w o vs tR m n a tN r so o a a s. 'an 12-5' tw m m se w m m Iw 96 0 n 0 0 d ro w s as s ts~• sr sa eo ao ss s m +s ~ft a• a sa w~o u.~e « s as m Table ot sate superimposed service loads (psQ 7 Normai WeiphtTopptng Humbx 1 She • Sps41l f 250fc Strands P~r 8'-0 Wfdth 23 24 25 26 27 m 2D ~D ~1 i2 Si 34 a'S 06 31 ~8 !B 10 41 i2 p M 45 . w p s a fl~' 7a O M a P M O ~ ~ ' 12~~ N7 V! Ot 7~ ~ ! ~ • 11 . 6~•' t10 tA MD M. p f6 O 1! tf O f ~ ~I . ' t~-1• . sw am 215 m vn w s w m w as s• a oa s a t2•Y' 297 ae a W w m w wo a~ w ~ n s~ a a s~-o sr ao 1SY~ f~! 752 73! iD7 tO ~71 1B Nt US 7M 106 E! A • M Q M A ~ 6old typa-Gpeelry powmM by sUessss, otMn ponmod by Mzunl a slwr stnYqth 4 ' Keys.awo.n~oe..a...wb.a~+ - t_.~....r ~ers ~....e.:......,~ne1 earvtra tneds (D511 W.S. noxron. P.E. NORTON & SCHMIDT M.A.SCxmIoi.P.E. E.H. PaewM, P.E. CANSULTING ENGINEERS, INC. A.S. RnraEwIa, M.A. CITY CENTER SQUARE, SUITE 419 D.J. Neises'. P.E. IIOO MAIN STREET R.W. SotnM[x. P.E. Knxsns Ctn, MO 64105 Px: (816) 421-4232 F.vc: (816) 421-1956 E.P. NUnOrv.lx, P.E. RD. HnwHD, P.E. R.A. Mf WY. P.E. W.D. SCHw~u[x, lz, P.E. LC FExwe0. P.E. CT. HettrEx, P.E. PROJECI: ENGINEER: JOB" NUMBER: l~va l~~aGt, 79 S! DATE: PAGE OF PAGES I _ _ , t _ =oQ' ~.N~.~9_ Uv' O `N• ~ " _ ; m . .,qo 20548 ~,er: _ . F~c'•••.......•~~~~?; _ _ KANSAS CITY, MISSOURI ATLANTA, GEORGIA W.S. Noaro~. P.E. NORTON aRC SCHMIDT E.P. Hunorv. JR., P.E. M.A. Scxmioi, P.E. - R.D. NYLnHO, P.E. E.H. Prtewirr. P.E. CONSULTiNG ENGINEERS, INC. R.A. Meiar, P.E. A.S. Rnrcewitz M.A. CITY CENTHR SQUARE, SUITE 419 W.D. ScHwnanuEa, J0.. P.E. D.J. YeBeu. P.E. IIOO MAIN STREET LC. FEHrvER. P.E R.W. SonME0.. P.E. C.T. Hn~[0. P.E. KANSAS Clrv, MO 64105 Px: (816) 421-4232 Fnx: (816) 421-1956 PROJECT: I'LLI ItiL I~ ~~F4~ ENGINEER: DATE: o JOBNUMBER: PAGE I OF 4 - PAGES b"~, l:4-1~ - xo ra-f I o P--F- _ . _ (%lior~ L,1 v~ L.~h~7 ~ GD, {~E/~ r~ t~+~rr~ ` 'y~ 1n~- G~~I, Gci~~ S'IT_ ~N u= .o,SC~~L2.,~) W ~ o.o2sz' L-1 Z ~ (.v KANSAS CITY, MISSOURI ATLANTA, GEORGIA Norton & Schmidt Consulting Engineers, inc. 1009 Baltimore, 8th Floor Kansas City, Missouri 64105 (816) 421-4232 .,B "RkL','j!-t ~t' kA o~ sw ro. 2 ff ULQ1A1fD 9r ` Lp-1~ D4E Gi OEOCED Bf ah . . • . ' . ' • : : : . : . : : : : : : . . . . . . . . . . . • . . : , : ~ . ~ . . • - - ~ . : : : . . :n. ......z . -~~?~!'..~.~'•~?~I~~F~~.: . . . . : :....,r ' . ' . . _ ~ ~ . : : : . . . . . . . . . . . . . . . : : . . q • . ~ ' ~ • . :-G.F~...:?r.~J".,~'S~-. ~:.2~-~?.".;..l~.ii~.•:.. ' •Ik.. . . . . . . . . ~ . • . . . . . . . . • . . . . . . : : ~.b~ ~.~~~;~5...:~...E~,~(~.'1"~.~ •~'ir~if:.,.... . : . . . . . . . . ~ : . : . . . . . : ~ . • _ ' ; . . . . . . : . : . . . . . ; . . . • ~ . . . . . . . . . . . . . . . . . . . . : . . . . , • . . . : . . . . . . . . . . • . . . : . . ~ I...:. : . . : : . : . . . . . . . . . . . : . . : : : • . • ' ~ ~ . . . . . . . . . . . . . . ~ : . • : . . ~ : : ~ : ~ . ~ . . . . . _ . PAGE:~ ~ PROJECT : SUBJECT : DATE : 8Y: 6 E N E R R L F 0 0 T I N 6 R N A L Y 5 I S DESCRIPTION : INTERIOR FOOTIN6 DESI6N DESIGN DATA > Allow. Soil Press. = 2,000 psf > Soil Oensity = 100 pcf > Short Term Increase = i > Soil Ht 01 Ftg. = 8 in > Ht. of Colunn Base > Colunn Dimension : A6ove Top of Ftg. = 0 in Y: Direction = 12 in X : Direction = 14 in > Nature of Short Term Load 1=Sei5mic 2=Wind . 2 > Does L .L. Moment & Shear Act in Short Term? Y=1 N=0 : 1 VERTICRL LOADS ( Service > Axial Dead Load = 4.9 kips > Axial live Load = 14 > Axial Short Term Load = 0 MOMENT & SHEAR LOADING (Pos. Sign = Clockwise Rotatio n) Y-Y AXIS X-X AXIS . Acting To Rotate About Axis : > Oead Load Moment = 0 ft-k 0 ft-k > Live Load Monent = 0 0 > Short Term Moment = 0 0 Inducing Moment About Axis : > Dead Load Shear = 0 kips 0 kips > Live Load Shear ~ 0 0 > Short lerm Shear = 0 5 • FOOTING OIMENSIONS > Width Along X-X Axis (Left - > Right) = 3.75 ft > Height Along Y-Y Axis (Top Bottom) = 3.75 ft > Footing Thickness ~ 24 in 1- SOIL PRESSURE SUMMARY ; Service Factored Service Factored 1 I Rotating A6out : { - t I. Ecc. Allomable Left Side Right Side I ' Y-Y AXIS : I I STRTIC • 0.00 2,000 1,695 2,672 1,695 2,672 psfl 1 SHORT TERM : 0.00 2,000 1,695 2,004 1,695 2,004 " t j ; Ecc. Allomable Top Side Bottom Side I 1 X-X AXIS : 1 i STATIC . 0.00 2,000 1,695 2,672 1,695 2,672 psf; I SHORT TERM . 0.00 2,000 1,695 2,004 1,695 2,004 "1 1 PA6E: PROJECT : SUBJECT : DATE : BY: FOOTING DESI6N DRTA > f'c : Concrete = 3000 psi . m'= Fy /(.SSf'c) = 15.69 > Fy : Reinforcing = 40000 psi Vu-allow=2(f"c)".5= 109.5 psi > Re6ar CL to F.O.C. = 3.5 in > Minimum Steel X = 0.0016. MAXIMUM ONE WRY SHEAR ACTUAL RLLOWABLE Vu 0 Right Side of Column = -3.0 psi 109.5 psi Vu @ Left Side of Colunn = -3.0 psi ' Vu @ Top Side of Column = -2.4 psi " Vu @ Bottom Side of Column = -2.4 pci ' MRXIMUM MOMENTS (12° strip) Moment R-u As:Req'd Mu @ Left Side m 26.0 in-k 5.74 0.047 ' Mu @ Right Side @ 26.0 in-k 5.74 0.047 in"2 Mu @ Top Side = 29.9 in-k 6.58 0.054 in"2 Mu @ Botton Side = 29.9 in-k 6.58 0.054 ' OVERTURNING STABILITY (Unfactored Service Loads) » Moments a6out base of Pooting STRTIC SHORT TERM FACTOR OF SAFETY : X- X RXIS ~ NA NA FRCTOR OF SAFETY : Y- Y AXIS = NR NA Norton & Schmidt Consulting Engineers, inc. 1009 Baltimorc, Bth Floor Kansas City, Missouri 64105 (816) 421-4232 kILIK~ 94710. ff ~ OEW 9► DUE „ . .~~C'?~~••~",6:L1'~ -e• • - • • • •~3P,~!-~.._.............................. . . _ ~ . . . : - . ~ _ .~~_::~::~:C;~~-~: . : . . . . _ • •i••-•.•;••• . . . . •i . . • . . . ~ ~r.,~!'Z ~z~~?-~-•~ ~..L-'P4f~ : . . : : ~ : : . . . ...;...:U~;...~ .:~.:-----.;....r.Q?r_..1. 4.----~ . . 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Ia.~K . 1.'o.s'`' • : .:T,4~` ' . . • : :Iz.~'. ..2;... . ~ ~ . . . . . . . . • . . ; . ..:...;.~~.-r~+,o.,tit +,.~4-r.:Y~':-~- ~ . . ~ . ~ . . : . . . ~ . . ~ . .1 . . : . . :...~"l~ ~~~~..~~'4~~~~p•c .'t2.Fl.Y' - :C:.: .rh.•: ' "'`!~-',"Yi~:`."_.'•..~"yY(1'-'- ii .i:r.. . _ . : . - . . . . .:...:.....:...:..~.........Z , . . . . ...:.~4'l.:°.1~ 0•~ . . ~ . . . . . . ~-.:.~"~..~~a_.• : . ~t,..~.-Cr~'~~•s-~~'L?so,~)}iiL~nr~jf.s=i~~~~~ . . . : . : ; • ~ : : . : : : ~ - :41•w~a:- - ~ ~ . _ .l~.- ..i:~,~ ~ ...L~n.: ..~..:..:.~i.:~.:'.-?JCOr~.. ' . . : .j.. - j~~~~r..:.~y,.~ a~ ':.>...~..;-2i~~. . ~ . .i......~..~~fv. =io . :.>:..Yy=;ffl- r . . . ~ . . _ R&W ENGINEERING & SURVEYINC ENGINEERING • SURVEYING • CONST!"aUCTION M.oNAGEMENT r October 5, 1990 ' Proi;` No. 065-90-728 Mr. Gi"g Moberg Planning and Zoning City of Wheat Ridge Re: New Phillips 66 Station/Car Wash Located at 4400 Kipling Street. Submittal for Building Permit Dear Greg: Enclosed please find the £ollowing documents for review and comment for building permit: 3 sets Areitectural'construction drawings 2 sets Engineering construction drawings 2 sets Final Drainage Report 2 sets Structural calculations 1 copy approved CDOH State Highway Aceess Permit , I have sent the appropriate applications and plans to " Je£ferson County Health and State Oil Inspection authorities. As soon as I receive the executed plat from Mr. Chado, I will get it tu you. If you have any questions or need any additional information, please give me a calI. Very Tru y Yours: lr i J. C1 ford McKissack R.& W. Engineering and Surveying, Inc. 8600 RALSTON ROAD, ARVADA, COLORADO 80002 (303) 423-3300 i Pavo - 1 Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425•0850 October 14, 1990 Mr_ Jack Prose, Chie£ Building Inspector Wheat Ridge Building Department 7500 W. 29th Ave_ Wheat Ridge, CO. 80033 `c, FRAGI`~ L6J ~ W X v ~9~ ~ ~/y96 Vv YO D XV:1O RE= Phillips 66 Convenience Store 44th Ave. and Kipling St. Dear Jack, We have reviewed the plans for this project and have the following comments: 1_ The building address numbers ehall be posted on a temporary basis and permanently affi.xed to the building in a minimum of 4 inch numbers on a contrasting background_ UFC 88 10.208(a). Amended_ 2_ Trash enclosures including doors shall be of non- combustible construction_ UFC 88 11_201(b)_ 3_ Exit doors in Group S, Division Z Occupancies that are provided with key Iocks shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINFsSS HOURS_ UFC 88 12_104(b). 4. Provide emergency lighting by night light or battery pack units_ UFC 88 12_107(a)_ 5_ Underground fuel tank installations shall comply with UFC 88 Arta.cle 79_ 6_ Submit a minimum of (3) sets of underground fuel tank plans approved by the State Division of Oils for review and comment prior to installation_ UFC 88 Article 79 7_ A conspicuous sign shall be posted at each dispensing station prohibiting smoking, prohibiting dispensing of fuel into non approved containers, and requiring vehicle motors to be shut off. UFC 88 79.902(h)_ 8_ Provide locks on eircuit breakers that are providing power to emergency circuits as specified in the National Eleetrical Code 1990 fidition. PAGE TWO 9. Provide sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings, or doorways_ UFC 88 85.106(a),(b)_ 10. The fire extinguishers shown on the plans shall be a 10-1b ABC dry chemical extinguisher, fully charged with current inspection tag mounted not less than 3 feet nor more than 5 feet from the floor to the top o£ the mounting bracket. UFC 88 10.301(a)_ Amended_ 11_ Compressed gas cylinders in use or in storage for beverage dispensers shall be secured against falling over_ UFC 88 74_107(a)_ 12. Any code requirements arising from construction_ 13. 7tventy-four hours notice required for inspections. Sincerely, Arvada Fire Protection District t5 eve Steig e er Deputy Fire Marshal R F&W ENGINEERING fs SURVEYING ENGINEERING • SURVEYING • CONSTF3UCTION MANAGEMENT July 10, 1991 Proj_ No. 065-90-728 City of Wheat Ridge Building Department 7500 W. 29Th. Avenue P.O. Box 638 Wheat Ridge, Co. 80033 Attn: Mr. John Eckert Re: Phillips 66 Station located ab 9995 W. 44Th. Avenue. Dear John: Reference is made to the original application submitted to your department for the building permit on the referenced property. The permit indicated the address of the property to be 4400 I{ipling Street. However, through the course of the project the old property address of 9995 W. 44Th. Avenue has been used for all of the utility and service hookups. To avoid confusion in the future Phillips 66 Company farmally requests that the address for the subject property be changed to 9995 W_ 44Th_ Avenue. Will you please change the City records to re£lect this change in address. Thank you for your attention to this matter. I£ you have any questions or need any additional information, please give me a call. S' erely: ~ _ C1' "ord McKissack R&W Engineering and Surveying, Inc. cc: Mr_ John Atwood, Phillips 66 Company 8600 RALSTON ROAD, ARVADA, COLORADO 80002 (303) 423•3300 0 0 N N n ) 3~°vv°Op- 3 no o° -~oo'q'e' - T o o 0~ r 7 M~ y ~ V. y> o 0 0 0~ o m v . ~ F tl o~ o r y~ a o~ ~(n e a~ E c y° o°~ n u 'v w n m o 3 ~ n w s E.c ~.no ~o 3 ~ D o~~ O O V 0 `c ~ ~ 1 o o' T D ~ ~ ~ O m 0 ~ ccD m D m 3 r D ~ ~ x ~ m m m m ~n r p D ~ ~ f X C O m ~ = m m O O D N A C -I r D ' n ~ ➢ ~ 9 m T y -i O 2 T Z o < l~I p i z 2 m m v r I l C~ r y ~ m z ~ N m < ~ C 2 n m ~ 3 O Z ~ ~ n { Z m ~ ~ o N o A m n ~ m m D = ~ x ~ ~ 9~ m 1 ~ w P D n N o. ~ I m N r °z m Z 8 y ~ 3 p m -u x ~ ~ N N ~ m 0 m N N m ~ b ~ r -1 o O -i N m C m ~I ~ D c ~ n .n n N Z N x m n ~ n ~ T n6 ~ D ~ ~ ~ ➢ z = A A w r p N r ~ j m m A c m ~ X ~ = rn m m ~ s m c z m 1 y ~ m r N y m Z C: N N Z ~ 3 0 ~ m ~ N ~ z 0 ~ . W 0 A ~ 2 O m c 8 w m n ~ ~ o ~ ° ~ m ~ n . r. ~ ~ -Di ; o ° 0 m 0 3 E m m o = A ~ i i ~ O m D Z = ~ Z ~ v 2 Z ~ y c7 r 4 r^ ~ m m ~ m c -m1 c -m~1 ¢ c y f~il ~ ; g 3 ~ R 0 0 ~ >y T = ~ O 0 N Z a v y N Of t~11Z a ~om < X D y Z ~ n ~ m T7 o: m ~ 2 O ~ x N D °v r n 1 °z D f ~ r ~r Fm Xm> y D ~ m m Cl y O Z -n Am~ O T ;o~Q p C S~Co o x m- Z Z r n>, m zmo 00 p fp > N~ ~ C = O D ~Z Z DE: r- 40 o > ~j E o ~m m3 Dw m~ w ~ z 0 N Z N o p 41 f D O mZ O y D T D tm r~ N Z Z C O r v X ~ cD io p Z o_ < cni c mm O fn 1 y D p Zm ~m m N n Z 0 $ v m ~ ti ~ r m ~ 0 2 A ~ r A S N ~ m ~ ~ D ~ SIDE PROPERTY LINE v Q ~ < 0 ~ 2 .°v mf mx ~m xn N = °z~ ~ N O = 0 ~f ~m Z N:E cm o~ m oz 0 m N cf z 0 x 0 i m ~ 1 C 0 -4 c n m ~ Gt U 1 z m N ~ ~ ~ ~ 2 N _ ~ D O 0 o m cn z{ 9? n ~ m m a o m m U) N "i m N 0 ~ N W N r W iV r A W N r M r D < m m m m~ m m ( D A D Z ~ M ~ o y 3 g Z o o ~ ~ ~ 0 ' 1 V 6 ~ O ~ 9 n s0~ cl a ~N v ~ m n v ~ s m r N m v ~ V m 0 ` m o ~ e 1-1 m m 1 Z LJ Z D ; ❑ m ❑ O o o ° Q z w ° H c „ °s ~ ( ? ~ I ~ ~1 ❑ ❑ 3 ~7 c m ❑ r ❑I a r ~ ii ? ~ ~ D ~ ? m ❑i o ~ ❑i e El D ~ Z m ~ z D ~ o . y t i) O 31 ~ N 2 O N !1 o O n ~ $ S o R 3 o m ~ s ~ ( i i s ~ 4 e ° o z ~ yo b D O O ± ~ N n N ~ • s r V : 0 a v m ° Q n ~ S~ O N 1 o e ~ r m ~ 3 1 D r 0 V O ~o m ~ A n7 m~ X N 1 ~ ~ D ~ ~m oZ C 03 m O x °m D ~ C 3 <oZ O~o =ZO rri al 1 Z m°z< POo Oc rn O 0 ~ Z ~ ~ m Z 1 n z 0 ~ m 1 0 m m f m ~ ~ 1 Z O ~ ~ rn J W N 3 `o ~io 0 0 _ 3 0 o e N p _ O o ~ i 4 ? « o O~~ J Y i Y O~G yJQ O O C~O m r V ~ + n e D ~o ^O ~c o a ~ a e ~ s o ~c c o w' q E o?~ ° o•° a n ~ - o c 0 00 0 o e= ~ o = ~ w 0 y E n m o 3 a w s _o _.nv T ~ o -O n~ m sv 3 o D>> i o 0 0 D OC p o ~ o f X -Cf O m ~ i m ~ m i m ° ~ Z Z O1 Z ~ a D z 2 ~ D = K (n 3 ~ ~ r m . ~ y = v i .O i c ~ m y < 0 c c i m A m m m fr*1 O y ~ i O D C m m < n p i Z y ~ m o Z M m m m p y ~ m A m m p ~ D 9 o n Q N n C ~ m tJ f o ~ N N ~ m m N N RI ~ G r f --I ( '1 -1 o O ~ N m C ~ T p D c ~ n 4). n tl~ Z tq x m n £ n £ T n ~ K fn r = y m m p c m ~ c' ~ c z ~ m 1 m ~ s m r ~ ~ N 2 C N y Z m ~ m N ~ z 0 ~ w 0 A ~ x O c 8 e m ° n r n ; : v ~ ~ ~ m ~ a m ~ ° f a v f*t d c~ v ~ o i n o 1 m 9 > m ° _ ~ D ~ Z o 2 ~ ' D x y ~ ~ 4 r m A ~ ; m{ C m C m C m C $ 'o ~ y 8 ~ 3 3 m ~ 1 ~ m R N 0 -4 2 N N O OC r Z N ~ m D ~ m ~ Z o N Df D~ ~r ~n {m m m > r z n x D ~ y 2 -'1 mm Cl ~C m $3 -D_i '~o m o-+0 ;z D ~ Z x 0 z ,V O CD m mp~7 30 ~°A~ pz C m ai m o Z no T_ .n G1 C Z ~ . m N 9), n m O N ~ n r- N 41 Zm n no~ Zm f ~1 m m ~ O f7 ' N _ ° m m OC = m ~ Z A Dn D ~ r ~ r Z m M f ~ Z ~=m 3 i~ ~m n y ~ ]1 m~ s N z = z ~ ~ N 0 z SIDE PROPERTY LINE ~ ~ i 0 ~ 2 ~ A mE ~ N mz 0 m x n N = 02 ~ N 02 mf im m N f O S Cm aT ~m m ~ z °z O m ~ ~ .ll c 0 C A m ~ G i O ~ D n N ~ O ~ ~ < r 'z N v o W ~ ~ A m m~ x N t0 N ~ ~n > < ~m O Z C m m X ~ O m D ~ ~ o c 3 { p Z O2~ G7o Y} = Z O ~~i -i Z 00-{ mz< - vo n~m 6- m 05 2 ~ ~ m Z --I m ~ ~ 1 Z O ~ ~ ~ V ~ ~ _UST CLOSURE INFORt71ATION t'rooertv Owner- NamP- Transporter- Name- r eTd s one - Pumping Contractor- ame- i ~ ~ , I me- one mental Enoineer- ~ rn ~ ~ ~ ~ ~ Z H ~ ~ W d F Z W 2 aZ 9O O W y J > - O WQ Q U rz~ F-O~ M U~ ~aa ~ W O (f) Z = 3 QCDU. 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Q F 2 f O 1 w 0 o o U Q O Q J W 3 W~ 2 f = LL ~ r g j0 W ~ o ~ S N Q O K R S Q W O z f a 0 ¢ ~ ~ Z ~ N a ~ Z O Z N m ~ y m a u r a 2 w rc ¢ J W y g J 3 m = S Q W = N W S Z ~ F X a " mr - w LL y g W (=il F O Y ~ FW- O = ? w 3 w S ' - ha- LL ~i T m N N fa 'J 3 Q O 0 D N O ~ F J (a'l U W N 2 ~ J 6 O w ~~yJ J m 1 2 a 2 y N g ~ Z r V Y a N wa ai n 0 0 x C15 3 a Q V Z N ~ F 1 f W j O K W co K ~ ~ J S W ~ U cr V m t 9 2¢ O W O O 2 w O W W W W W 0 2 0 ~ > W ~ ~ 4 Z N V W J ~ 0 0 = Q ~ Z p ~ ~ ~ 3 f 2 Q U = i p ~ ~ ¢ 3 Q O Q Q J 4 S I N 1- f N ~ a g ~ Q f 9! ~ f a U K ~ W 2 ~ 0 J > F O 2 ~ 00 I(D Z W LLI W WW > ~ ~ a W J O m ~ F- a a ~ ~ a w ~ 0 Q w = ~ c i ~ W NUy Z Xj0 WOF Q U NW ~ ? A Q ? N ~ J=OO a N U m v ~ O 3 0 T V O ~ « n ~ " O 9 O fna~ E om v t « -z o o ¢ c " e c « E ~ C~ h O~ L~ O m~ p_ o p 3> c 0 0 ~ ,F o 0 o c~ v o 0 0 ; b m o N~^ a~i O r« P m O o V c u 2E T 0 0 O Y N O A C C 2 Y b C O0~ O~ t C ~-N o O V c ~ e o v E « u aoi ««0 b oE v d J ~ N ~ o° Wayne Gomez - Demolition & Fxcavatfng, Inc. January 9, .1991 Mier Construction Co. ~2481 Willow Creek Dr. Boulder, Colo. 80301 Attn: Mr. Sterling Mier „ RE: 44th & Iiipling- a1U- ~¢~~~~'l Dear Sterling: q44 Per our conversations over the nast week regarding the demolition of the building at the referenced building, we agree that if we are given the additional c.ork of remoeing the estimated 500 cu. yd. of petroleum contaminated soil, we will perf'orm the package per the following: 1) Demolisti the building, etc. per scope contained in our quote dated 10/19/90 f'or the sum oY four thousand seven hundred dollars ($4,700.00); `L) Excavate, transport & dispose (at Laidlaw facility in Erie) of approximately 500 c,v of petroleum-contaminated soils & import, place and compact replacement fill for the unit price of twentv five dollars ($25.00) per cu. yd. (based on dump manifest tickets). 3) Remo}>e 550 gallon waste oil tank located in the contaminated soil area; transport to disposal and provide Certif'icate of Destruction for the sum of seven hundred dollars ($700.00). Note: Scope of Items 2& 3 above do not include the following: -Environmental or analytical services, including but not limited to site monitoring, reporting, laboratorp wark, regulatorY meetings, etc. -kemoval and/or disposal of tank contents (can be provided on a Time/Material basis). - -Tamporary barricades or £encing. -Separate mobilizations - all work to be performed consecutivelv. Should you have any questions,concerning this proposal, please advise. Sincerely, v Allan L. Barker, Genl. Mgr. Post 011ice Eiox 1233 • Arvada, Colorado • 80001 •(303) 287-555') _ -_,.t:•~. ,a -