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HomeMy WebLinkAbout13651 W. 43rd Drives i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _Q�, LJ Job Address: 1 3 _0 T_,) Q. Permit Number: pl o i o 12 12���.� d ❑ No one available for inspection: Time I o : ill/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 r� Date: `�� ls� 1 "�— Inspecto . DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Foy ~~G Job Address: l3GS/ u~. y3/?o oQIy6 Permit Number: 1293713 l ❑ No one available for inspection: Time 3:`s?S AM/F~~- Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933- Date: >l/,5/09 Inspector:, DO NOT REMOVE THIS NOTICE City of Wheat Ridge r4000'r Commercial Sign PERMIT 093713 PERMIT NO: 093713'' ISSUED: 10/29/2009 JOB ADDRESS: 13651.'W 43RD DR EXPIRES: 04/27/2010 DESCRIPTION:Install freestanding flagstonesign w/ concrete footer `***CONTACTS owner 303/233-285G Stu Blattner Inc. PARCEL 'INFO ZONE:. CODE: UA USE: UA SUBDIVISION:.: 0083 BLOCK/LOT#: 0./ FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,500.00 FEES E{l--`: Permit Fee 108.30 Plan Review Fee 70.40 = a Sal Total Valuation .00 Use Tax 45.00 ( , TOTAL ..223.70 y ~ :onditions: kT:" Permit 'approved. CC: Approved l. per plans All work shall comply with 2003 :IBC & 2005 NEC. 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.H C) and. all other - applic Is Wheat -R a Or ' an for work under this permit. Plans subject to field inspection. /o f x S' ature con r /owner date 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 Building Codes: of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 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. It changes. have been or if suspension or abandonment' exceeds one (1) year, full fees 'shall be. paid for alnew permit. No work of any manner shall be done that will change the natural flow of water causing a drainage 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, y y3ation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan rev ject to field inspections. ignature of of ildingOfficial (date NSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 EQUESTS MUST. BE MADE BY 3PM ANY-:BUSINESS-DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ,o w"~'? City of Wheat Ridge Building Division m 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Co~aftPO O Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit I?ropertyAdriress'sss 13"6S 1 3 ~o ~12. Property Owner (please print): ~j l c~ LY n~ Phone: a 63 a 3 - 2St54~ Mailing Address: (if different than property address) Address: - Zip: Contractor: Contractor License Phone: Sub CtdntracorsF Electrical City License Company: Exp. Date: Use of space (description): Dascnptton'ofwArt; 1 l`CL~1'0.~~v1~c~.t'~U0.3-1-o ulE t~ ~ J'~+c 1ocs+r.~fJ . Sq. Ft./L. Ft added: Squares_ s,~v, ~ j BTU's (as calculated pert Building Valu-a id"ata-sgeet)_._._... _ Plan Review (due at time of submittal)- Gallons Amps OWNERICONTRACTOR 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. CIRLCE ONE:: (OWNER) (CONTRACTOR) or ERSONAL REPRESEN ATIVE of (OWN ~(C NTRATOR) PRINT NAME: SIGNA Date: 10 t O Plumbing City License Mechanical City License Company Company: Exp. Date: Approval: I .. :>•icr;.:N%.!4?It'It FJ�41'ci.�LS YMV. 1Wi 'I�� <nroa•SLiYiY'.1.YOF.Y:L1iWKM eA.t'1061M1.i1b.YL4LY •� r • /1 A� AP • `4 i I , 3 SECURITY BARB WIRE 4:.. .,, r'�rJ .a ,� � / ��� � ..:�wi....�...._:. ""� "+�� s `'`'�`^�• t � �..✓ �\ •\ 1 y' �...�. -•• r � ,��./ \ t�• r„+' 4:,r -t .: ,wy l.Tfl ..y.� /•♦ w"1 ",.l - �P�"_•. ,_k} '� -. fl'}"'�'tirJ'.�, ) ' •. •'L'-^x• -. ` � ( ,.` � r rJf,,..,, ,,,,.,.. ,{, �, d,,"�.:.= ,1.;,•r"••.•- ,+.... -�• /'tT- °T- .."::tea -nJ' � , a •.� ....+ \ ` \ p � ♦ s'c ""`• ' ♦ �.' , i 'S "" -•- 'r _ �r.'aP„M /tx �. 4 l 7 i ��' —� %' �\ . j ` �•'�•^ l. �° "1 , " ° • ♦ „� -L � � \♦ \ \ f�;S \ \ \�� �'-� T ��i'"� E ` -.�. ��� ,L7.� • I � ♦ ( E dt • " ( G� ,� ♦ \ .., J�� \/ .� " } ��y�f,.,1 \ � °1. ^x "�Jw 1 E � � :. 4y,• F � \ �• ` \ � t� ""�1. ACA r.. b Nc Is C N r., G '� _ PEA A RcA S L F'i FR+E H KbiANT' PLANT SCHEDULE KEY QTY COMMON NAME BOTANIC NAME SIZE DECIDUOUS TREES 11 Maple Columnare' 2� Caliper Maple EVERGREEN TREES 15 Pinyon Pine Pinus edulis 6' Height DECIDUOUS SHRUBS 22 Potentill.a Gold Drop 5 -Gal. Gold Drop EVERGREEN SHRUBS 25 Hughes Juniper Juniperous(Hughes) 5 • Cal. Horixontalis 20 Tam Juniper Juniperus Sabin 5 - Gal. Tamariscifolia TOTAL TREES - 26 TOTAL SHRUBS - 67 TURF AREA - Kentucky Bluegrass -_4500 Sq. Ft., Native Natural Grass Area - 6070 Sq. Ft., River. Rock Area - 3430 Sq. Ft. 69% of Landscaping is in Front Setbacks NOTES: , 1) Plant beds to be mulched with rock or cedar chip mulch ko a depth of 3 ". 2) Where edgers are needed, they will be interlocking steel ,''#' or cedar 4 x 6 posts _ staked. - 3) All landscaped areas including trees and shrubs of the plan shall he sprinkled by a fully automatic irrigation system, or automatic drip irrigation. Native turf areas and native plants shall be waterad by water truck for a period of 2 years. 4) Plant materials may change due to availability. Changed materials shall be same quality as prescribed plants, or higher. 5) 12)Landscaped areas shall contain 2'trees and 8 shrubs per each 50 lineal feet or 1,000 square feet of said landscaped area other than along HWY 58 side. N r- . ' m . PLFA✓E REFER - M P1tJ PLAN ATTACK ED - rD TH IS :5 9:T O F PLAtI�S 1 N 'T}E E i✓'Ot LD�n/ 1 NC, 3 {�ia6�S • C Gtr T PAS c \1C • Ln7. r M.D. Miller P.E. P.T. Ltd. v-& u d .. ° 29156 Summit Ranch Drive • a °" Golden, CO 80401 � r 303- 526 -9207 �.� � -- L • M ouN TE.D �I NOTE E e 1) ALL 1r-9.NCtNG ANZ GATIRG Akou.Nb StaR,&GE LoT Tb HAVE !o' H IC 4 CRAIN WINK W ITH OPAAuF. 5'REEN( 7 *") ' ALL EXTERIOR. LIGHTING SNhu- 84E IN ACCDRDMCF WITH SME T ION Z" OF TAE WHEAT RMC-4 CLD15 .O• LAWS 3) L ewe NCB TO 8E xhTuSTeb so 1 -r SHALL RIOT CAST C_ tL ARC OFi' S ITL . TRASH eNcL4st ps. TO QE C ANSTRL CTE OF' SAME MA' R thLS AS INDUSTRIAL- S ul LX51 N G 1U4 W. 43 RD zR%VC ' r r •twat: 1GII .• I w.�wov�anr: auw«r. i r_1 a►nc: Rsvrsa M ZEZ IGN CONTWAC X01�K1 L-M � W_ mi - ,: l n t t 1 t 1 ! ? - �, pot r'c�t°' r. •, i i I tr -; Y , 1 • , , � 1 ; \ � U Vi i 2 6 ! VAR,�) j AREAS ; o . .. I c i -7 ,.,,.., �j I` 1 l Y. �..t N-r ON Ly G '� _ PEA A RcA S L F'i FR+E H KbiANT' PLANT SCHEDULE KEY QTY COMMON NAME BOTANIC NAME SIZE DECIDUOUS TREES 11 Maple Columnare' 2� Caliper Maple EVERGREEN TREES 15 Pinyon Pine Pinus edulis 6' Height DECIDUOUS SHRUBS 22 Potentill.a Gold Drop 5 -Gal. Gold Drop EVERGREEN SHRUBS 25 Hughes Juniper Juniperous(Hughes) 5 • Cal. Horixontalis 20 Tam Juniper Juniperus Sabin 5 - Gal. Tamariscifolia TOTAL TREES - 26 TOTAL SHRUBS - 67 TURF AREA - Kentucky Bluegrass -_4500 Sq. Ft., Native Natural Grass Area - 6070 Sq. Ft., River. Rock Area - 3430 Sq. Ft. 69% of Landscaping is in Front Setbacks NOTES: , 1) Plant beds to be mulched with rock or cedar chip mulch ko a depth of 3 ". 2) Where edgers are needed, they will be interlocking steel ,''#' or cedar 4 x 6 posts _ staked. - 3) All landscaped areas including trees and shrubs of the plan shall he sprinkled by a fully automatic irrigation system, or automatic drip irrigation. Native turf areas and native plants shall be waterad by water truck for a period of 2 years. 4) Plant materials may change due to availability. Changed materials shall be same quality as prescribed plants, or higher. 5) 12)Landscaped areas shall contain 2'trees and 8 shrubs per each 50 lineal feet or 1,000 square feet of said landscaped area other than along HWY 58 side. N r- . ' m . PLFA✓E REFER - M P1tJ PLAN ATTACK ED - rD TH IS :5 9:T O F PLAtI�S 1 N 'T}E E i✓'Ot LD�n/ 1 NC, 3 {�ia6�S • C Gtr T PAS c \1C • Ln7. r M.D. Miller P.E. P.T. Ltd. v-& u d .. ° 29156 Summit Ranch Drive • a °" Golden, CO 80401 � r 303- 526 -9207 �.� � -- L • M ouN TE.D �I NOTE E e 1) ALL 1r-9.NCtNG ANZ GATIRG Akou.Nb StaR,&GE LoT Tb HAVE !o' H IC 4 CRAIN WINK W ITH OPAAuF. 5'REEN( 7 *") ' ALL EXTERIOR. LIGHTING SNhu- 84E IN ACCDRDMCF WITH SME T ION Z" OF TAE WHEAT RMC-4 CLD15 .O• LAWS 3) L ewe NCB TO 8E xhTuSTeb so 1 -r SHALL RIOT CAST C_ tL ARC OFi' S ITL . TRASH eNcL4st ps. TO QE C ANSTRL CTE OF' SAME MA' R thLS AS INDUSTRIAL- S ul LX51 N G 1U4 W. 43 RD zR%VC ' r r •twat: 1GII .• I w.�wov�anr: auw«r. i r_1 a►nc: Rsvrsa M ZEZ IGN CONTWAC X01�K1 L-M � W_ mi - ,: l n t t 1 t 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. 1 6 S t c.,--,) 43 'a o Contractor: 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): 13.Son (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: ~3;5oa -5,001= t~N~q =500= ld.~q~1 +100= tl~. ~~g Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: 50,0011,000+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 The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within % mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: The new proposed freestanding sign will be ~j feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback 12 feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. ~ F wHSgT~ m City of Wheat Ridge Building Permit Submittal List OOC 0R Apo The following items are required for the minor building permit submittal for the property located at i 3 6 6 1 ca a 3 lra Dr, . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: ~~jj PLANS: EJ One (1) site plan Contents of plans detailed in the minor permits handout EJ One (1) Elevations/details page DOCUMENTATION: [T_ One (1) completed building permit application LJ One (1) property deed E One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www.ci.wheatridae.co.us N m~ ; . n ~n3'o ®o~`'' ®T. 2 ~O 6mm ®z a' ' ra - - CL 1 s - V \ ro - - - e n , (D N < Q CD m ~ O S - i J i - IVA m i 7T T to ' r (A J., z ( s ~ ' r f ! i f f . 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(OWNER)(CONTRACTOR) SIGN ! DATEi Use: Description : WALL SIGN. MANUFACTURE & INSTALL NEW SIGNAGE AS PER PRINT ATTACHED BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : PID Approval: BG Approval: Occupancy : Walls Construction Value : $5,064.45 Permit Fee : $125.25 Plan Review Fee : $0.00 Use Tax : $75.97 Total: $201.22 SIC COMPLIES W/ PID AND SIGN CODE 3129101 MUST BE U.L. LISTED & MEET N.E.C. Date : 3/30/2001 Sq. Ft. : Roof : , Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permitwas issued in accordance wi[h the provisions set forth in yopur application and is subjectto the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applica6le ortlinances of ihe City. (2) This permit shall expire if (A) ihe work authorizetl is not commenced within sixty (60) days from issue date or (B) the builtling authorizetl is suspentled or abantloned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquiretl 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 a6antlonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (i) year, fu0 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) Contractor shall notify the Building Inspeclor twenty-four (24) hours in advance for all inspedions and shall receive written approval on inspecNon card before proceediing with successive phases of ihe "ob. - (6) The issuance of a permit or the approval o~drdwings and specifications shall not be construed to 6e a permit for, nor an approval of, any violation of the provisions oFfhe,kaMing codesyyany other ortlinance, law, rule or regulation. . vEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 3~~ ~I CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : {l,,K- T `?~,!sV %/l U.fS Property Address : Phone : -'03 -9 7$ - qwu Contractor License No. : , Company:/,?z° Phone : Sr/- - YYo" 7///'~ DC/T~ `~f5~s OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setbadc distances proposed by Ihis pertnit appiication are accurate, PBffT111 FeE : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restndions of record; that all measurements shown, and all=_gations made are accurate; tha{ I have read and agree lo abide by all conditions printed on lhis Use Tax : application, and that I assume full responsibiiity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe5-5vg~,ordi~s'~or work under lhis pertniL TOYBI : S0.00 (OWNER)(CONTRACTOR) SIGNED DATE US2 : Description Skcy\ BUILDING DEPARTMENT USE ONLY ~mV~S SIC : Sq Ft ~+a~ Z~-(ndSCS m Rl 11 ,,p~ Approval: ~ 1~~.. LU~~ • Zoning: p~~ Z( t~`~ alfdtrs~C~r~f-~ C. ~ ,~s ~d ~ 2"Q9 Approval: ~i~~9/~ h'IvS~ `✓P ~ 9Lr,rs~ p2 ~ Pab,MM---- ~~-ff;~nt~ - o , Approval : Occupancy : Walls : Roof : Stories : Residential Un . ~ Electrical license No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) TTis pertnd vras Issued in aaordance wiN the pmvisions set foM in yopuY appliweon and is subject lo the laws ol ihe SUte ol Colo2tlo and lo Ihe Zoning Regulations aM Buildirg Code o( VJneat Ridge, Colorado w any oNer applicable ordinarxes of the Ciry. (2) This pertnif shall expire il (A) the work aulhonzed is not mmmenceE wiNin sicty (60) days from Issue Eate or (9) the building aNhorized is 5usperWed ot abandoned Iw a penod ol 720 days. (7) II Uiis pemul erzpires, a new permrt may be acquired fw a!ee ol one-haN Ne artaunt nomialy required, provided no changes have been or will be made in the odginal plans arW speafica6ons and any suspension or a6aridonment nas not ezceeded one (i) year. II rhanges are made w il suspension w ahandonment exceeds one (7) year, full fees shall be paid for anew pertnlL (a) No woB of any manner shail be done that will change the naWral fiow of water wusing a dainage problem. (5) ConVactw shall rwtify the Building InspeCtor hventy-four (24) hours in advance for all inspecGons and shall receive vrtitten approval on inspection vrd before procceCii~g vriN successive phases ol ihe'ob. (6) The issuanca o( a pertnd ot the approval o~drawings and spetlfcations shall not be consWed to be a pertnit lor, rror an approval o( any violation of the provisions . ol ihe buildini Q codes or artiy other ordinance, law, rule or regula6on. _ Chief uilding Ins ctor For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTfON . . . j,~z. PfW CHANNEL LETTER D[SPLAY'NCfRUSS LOC-0 souTi ELEvAnoN 16'8.5' ~ a 8' Il1UMINATED PAN Q iANNEL LETTE]ZS 5" DEEP RETURNS CON57UCTED OF 24GA PP1NT LOCK aiEEt MEtAL I'AINTED BLAGK 3/16" GREEN AGRYLIG (Gt.B.D.) FACES WlTl-I 1" GOID TR[M CAPS. 15MM VOLt ARC GREEN NEON IN ALL LET7ER COi'Y. EOMA REMO fE7RANS. REQUIRED. qLL LE7TER5 MOUNtED t0 RACEWAYS, RAGEWAYS t0 MATCH FAC(A COL012. 325' X 1685TRUSS LOGO CONSfRUGiED OF 24GA PAINT LOCK E-IEE7 METAL W[tH 5' DEEP RETURNS PA[NTED BLACK. 3/15' YEI10W AGRYLIG FAGES W[TH 1" BIACK TRIM GAI'. 15MM 6500 WH[TENEON IN ALLTRUSS CHANNEL TRUSS MOUNTED TO RAGEWAY, RALEWAY TO MATQ i FAG1A COLOR 60MA. REM07E TRANS. REQUIRED. A1L SIGNAGE MOUNTED t0 WALL W[TH CONCEALED FAS(NERS. SIGNAGE BUILt AND INStALLED t0 UL SPECS. - ctuv 33~ 325' 18" 18" 16" "PHOT0 N.T.S." y Q M ~ M ^ P- =0 o • c~aooa0 ~ N I V y J O Mo' ¢ OM ~c¢O Q C M W9>Oa u. t=~a a s 0 N ~ s ~ ~ yW u w.~a~~, P ~ ~ I ~ ~ z ~1I41 CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 /nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: R1a~-As,~.s:2 C/~ Job Address/Permit Number: co, y~ao o,e. ❑ No one available for inspection: Time _1%'f0 AM/PM Re-Inspection required: Yes(;E0 "When correctians have been made, call for re-inspection at 303-234-5933 Date: L Q . Inspector: ~ p ~.DO NOT REMOVE THIS NOTICE PCnMIT TRACKING FORM ADDRE55 `~~I_~ LaIFrt LOT ~S DATE SUBMITTED PERMIT NUMBER- .~bAR),-A TYPE OF PERMIT QL5y~, TYPE OF REQUEST REQUIRED CONDITIONS MEr PRIOR TO PERMIT APPLICATION 2 YE5 NO N/A CONDITIONS OF DATE IN DATE OUT ~ BUILDING DEPARTMENT n IJ ~ ENGINEERING DEPARTMENT ~b C ; rT ~ PLANNINGDEPARTMENT~,~~ -OO 7vn mRnN I ` , , X FIRE DEPAR7MENT_6111A\U-l ❑ arr nzeoRisr ❑ POLICE DEPARTMENT ❑ SEWER DISTRICT ❑ WATER 015TRICT i 3 0 ~ n ~ N m a 6 3n d z O T c 1 3 N iS m ~ t Oo o ~ c ~ a d m ~ ~ N O p~ ~ m `0 3 O p~ ~ s m m L .d.. N Q O N ? Q ~ ¢ ~ 0 ~ 0 0 ~ N 'm ~ ~ ~ ~ ~ ~ 0 T O ~ S m T O r G Z n m C .'o O m O n C ~ v ~ < ~ CJ r D 0 N n r'O ~ O z 'D ~ 0 v m ~ ~ ~ C D ~ v+m ~ - N z ~ n~~ 6 C ? n N 6 rt D ~ ~ O N p W rt o N - ~ ~ ~2 n 3 N O ~ ~Qa N C ~ Q O 6~ ~ p n 360 s~ A ~ C tn N noa M00 da~ 'n 6 ~ ~ n T = [D rt ~ O 3 m 0 3 ~ ' p D n ~a N ~ i 6 ~p O C Q ~ O O ma ; 0 o n v~ m N A Q N tp , C N ~ W ~ ~ca aQ_. ~=Q E5 Qo~ d . a~ m p N O ~ 0 m ~ `D a Q~ N O' rt ~ (a CD ~n N N v j O O n d O _ O Q ry ~ ~ y ~ ~ F~ ~ ~ ~ O n ~y V ~ z ~ ~ Date: A Certificate of Occupancy or Completion has been requested for: ADDRESS: Purpose of Structure: Building Department Approval: Remarks: Zoning Approval: e- ~-~A ~S i Remazks: Public Works Approval: ce, - Remarks: Fire Marshall Approval:_~ (If Applicable) Remarks: Sanitation District Approval; (If Applicable) Remazks: Water District Approval; (If Applicable) Remarks: Pd of WHEqT P City of Wheat Ridge Planning and Development Department Memorandum ~oRPO° TO: Darin Morgan, Chief Building Official FROM: Mary Austin, Planner - SUBJECT: 13615 West 43`' Dr (Lot 15, 44" Ind Pk) / High Plateau Truss DATE: August 28, 2000 An inspection of the site has been performed and the following items must be completed prior to Planning Department sign-off on the Certificate of Occupancy: 10 The opaque screening in the chain link fencing sunounding the storage area is not complete. bk2. There are no vegetative landscape specimens in the rocked landscaping area as indicated on the landscaping plan. bV-~: The trash enclosure area is not complete. w~1Q 6- ++-JLb J--Q~ t)W-4: Some of the landscape specimens along the parking lot on the south side of the building appear to be dead or dying. This area is shown on the landscaping plan. Clarification is needed as to whether they are part of the overa1144' Industrial Park landscaping or the High Plateau Truss lot. W Please let me know if clarification is needed regazding any of these issues. Valerie Peterson - ` f~f~m2~cK ~~A~.~~m2rc~,' 7-7 3032786866 ,NVoICENO. p.2 522504 INVOtCE SOlD10 ~ SHIPPEQ J VIA- I ADDFE q / ~ J AOMESS C. 7E, LP 2 CT'. S P WSCOMER'SOROEii I SALESPERSON TERMS F.O.S. dATE 92 ~V ; 8)40 f?` i./~~"/ L/!. n~a✓ Y Valerie Peterson 3032786866 p.l HIGH PLATEAU TRUSS, INC. 15595 Arapahoe Drive Gotden, CO 80403 DATE: ' JO-_enO FACSIMILE TRANSMITTAL PAGE THIS TRANSMISSION CONSISTS OF 0-PAGES INCLUDING COVER TO: Q Y ~Z COMPANY/FIAM L(~GI tri cIq ~ ~~Q19I?/9~f O CITY/STATE: [va~l~oT r'ido .P Ffvc#: z35 -7_~s7 FROM. HIGH PLATEAU TRUSS. INC. TELEPHONE 9 (303)278-9744 FROM FAX 4: (303)278-3928 INSTRUCTIONS: ;fil! '5 j5 ~9T /5 ~ '~"l/ :7~~ u4 s I A~)';F-zTB- 6'~511 3o -5 - 56.~5 C(1NFIDE.7{ALiTl' NOTICE: This messagz is intended only for the use of the individual or rntity designated above, is confidrntial and may, wmain iNi+rmatiom thac ic leg.illy privileged or exempt from disdnsure under applicsM1le Idw. Ynu are herehy noti6ed that any disseminatioq disvibutinn. mpying nr uu olor rcliawx upon the inCnnnacien wmainW in and iranmniaad with tYtis Cacs'unila Vmsmission tw or ro anyonz othar+6an the rxcipirn[ d signated abovro by the sander is na authnr ied and oriniv orohibiled. ffyou have rereived Utis mmmunicatiw+ in eno*, plwse immulimelv notit\'the sendar 6y mlephnne and retum it lo the smda by U.S. Majl. or dectray il if wtharizHlon is glurt¢d by the send r. Thanl: Yew. if you have any trouble receiving the above specified pages, please call sender. ~~~~t FUdge 7500 West 29'h Avenue Planning: Parks & Recreation: • Whent Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 Public Works Fax; DATE ~,r4, rJ ' Name: Orgnnization: Fax: Phone: From: Dept: Sub ject: # of Pnges: Comments: 1o 85~5- Planning Parks & Recrention ❑ Public Works o (Including cover page) Original to follow in the mail ❑ Yes ❑ No 4- ~44 eg-A"00 Ed lennings PO Box200662 Denver, Co. 80220 Phone (303)388-1867 FAX (303)320.1987 Attn: Greg Knudson Engineering Department 7500 West 29th Ave. Wheat Ridge, Co. 80215-6713 Date: 08/23/2000 File: L199140 RE: Drainage Inspection for 13651 W. 43rd Dt., Lot 15, 44th INDUSTRIAL PARK, Wheat Ridge, Co. Dear Greg: This is to certify that on this date I inspected the above described site and found that the site drainage is in substantial conformance with the Drainage Report and Plan for this Lot, prepared by me, dated November 19, 1999. Sincerei Ed nnings PE & PL5 ca Leroy, Custom Design Contractors i k W ~ N ~ J C'3 ~ Z Z f ,k• ~ ~ 'a W J ~ x ~ a:5 a m 4 ~ w ~ m Z O Z p' ` J I- ~ ~ O ~ N a ~ Z N 0 ~"p. o~ W J T Z O W N Z 0 W W W 1-- Z O _ M } ~ z LC) a O M Q ~ N 0 W Q 3 M Q O ~ a m O ~ ~ O J W O Cc , ~ ~ L) ~ m ~ d V O' ~ o W ~ Z C~ W > Lk) ¢ W ~ w Z- ~ • ~ ~ ~ Cl) Z ~ Z O a ~ W ~ , oLL N CD ° Z ~ ~ a~ a LC~ ` a ° z z ~ m ! 0 m O U m cc 0 U O w ' z cn o - ~ Z Z : ~ ¢ w a W U W ( DI Q Q ~ J J Q r z c? ~ ~ ~ 2 cc 0 U d z (n Z Q ~ U Y W O ~ ~ rn ` z - - y c m L :o ~ y v1 O C L itl LL Li U ¢ ~ o. w z R ' /V~ VJ z W W m a 2 w O m Q< F- Z Z) w ¢ U Z U 0 z Q D d 0 W z ~ / 0 V! z w W m. Q 2 w O m Q z o ; LL ; a° ` : o ; 0 0< ~ i Y Q (d ~ O 0 a > ; -a ~ m 06 ` m p o~ i S'a o~ E ~ (5 o 2 d ~ ro ~ i~ ld W Q. ~ m = i C U d C d U a~i ~ ~ w a = ¢ ° ¢ ° a o~ 0 Ci O O ~ d o I ~ y , ~ m ~ C 7 p O_ ~ o 75 ~ m ~ ~ ~ ~ a) ~ c E m O > > Q ~ J C ~ ~ 0 Ol O N (C C - C ~ i fC ~ C N ' ~ ~ r ~ w °o iLL i a ~ ~ m O a ~ o oc a[ w w a x LL cc iL m a LJ. W V ~ 1- w W J W z N~ ~ N ~ Q IL) o W LL Z Q Q ~ a V a C) ~ Z 0 W O Z a Oct ~ V O W ~ J f/1 ~ M ~ ~ c w cD ¢ ~ ~ ~ ~ o Q ~-am ~ o ~ <o m ° ~ Z o g `w a ~T N MO`J 3~. ~ 0 0 ~ . T -n . < ~ ~ CI)f- o CC'.'n ~ m > 7 z > L ^ < Q m~ . ~ • ~ O e':[ m m CC Ti ~ r -n ? a c ~ ~ -n X rxr~ ~ -t - rn ~ ,t~ ~ < Cn _ ~ z ~ ¢ 5 ~ ;,z- CD ~K E ~ D ~ Z ~ ~ ~ ~ Z c D w -?i z ~ m ~ a z 0 ~ D ~ c~ ~ ~ o OW > ~ ~ ~ m D p~ D O w o ~ m ~ fl' a 77 ~ 8 ❑ -u L. cQ :0 D~ ~ D Dm m ~ p c~ - Z ~ ~ ~ o m ~ O ~ D O ~ ~ p ~ ~ ~ D m D C D ~ ? 'i O O -n 0 O r o ~ ~ ~ rn Z (D W m cn - O . ~ p < cn cQ n ~ 0 sv Q ~ n ~ m Z ~ ❑ ~ W ^e ' m ~ Z C0 ~ n ~ ~ . IZ) ~ > :0 h J r+ w 6 ~ yJ n V ~ 9 I E F ~ f t V O Cl) .0 ~ ~ w Q. 0 m 73 ~ m w ~ ~ ~ Q w c ~ m c w 0 ~ c N 1:2 .i ~ G^ <i ~ a C CD 11l ~ K cn -o (D Cf) v ~ a a ~ 4 C* O i O ~ ~ ~ ~ Q w ~ O m N ~ N N ~ ? 3 ~ lb `c O ~ ~ n ~ H a ~ ~ M r~ T ~ ~ O ~ ~ CD { D^ u 0 D (D cn O III lw bode ~ ~ r~J m Ou pq 0 ~ 0 ~ a ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 10985 Date : 8/9/2000 Property Owner : Property Address : 13651 W. 43rd Dr. Contractor License No. : 20760 Company : Professional Landscape Phone: 278-9744 Phone : 427-2345 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 responsibiliby for compliance w'(h the Wheat Ridge Building Code (U.B.C.) and a l l other applicable WKsa ' g e rdilan brwor underthis permit. (OWNER)(CONTRACTOR) SIGNED DATE~ Description : sprinkler system- Landscaping at above address Construction Value : $1,800.00 Permit Fee : $63.15 Plan Review Fee : $0.00 Use Tax : $27.00 Total: $90.15 Use: Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accortlance wi[h the provisions set forth in yopur application antl is subjectto the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applirable ordinances of the City. (2) This permit shall expire if (A) the work authonzetl is no[ commenced within sixty (80) tlays from issue date or (e) the building authorized is suspended or abandoned For a period of 120 days. (3) If [his permit ezpires, a new permit may be acquiretl for a fee of one-half the amount normaliy required, provitled no changes have been or will be made in the original plans and specificalions and any suspension or abandonmeni has not exceeded one (1) year. If changes are made or if suspension or a6andonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a dreinage 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 proceediing with successive phases of the'ob. .(6) The issuance of a permit or the approval o~drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of thp{lbjlding codes or any other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Numc=r : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Da:e : WHEAT RIDGE, CO 80215 A ppLl CATIo N Prooerty Owner : 0-f~ °roperty Address : Contractor License No. : Company ; di:~39cl~ ~ cj3 , 'u2. Phone: _S ~3 -27d"-~'/7W OWNER/CONTRACTOR SIGNATURE OF UNDc'RSTANDING AND AGREEMENT I hereby certify that the setback distanees pioposed by this pertnit applieation are accurate, antl do not violate appliCable ordinanCes, ryles or regulations of the Ciry of Wheat Ridge or covenan[s, easements or restnctions of recortl: that all measurements shown, anC alleqations maae are accurete: that I nave reatl anC agree to abide by all contlitions pnnted on Nis aoplicahon, anC that I assume full responsi6ility for compliance wdh Ne Wheat Ridge Buildinq CoCe (U.B.C.) and all other applicabie Whe Ridge ortlin , for~vqrk untler this pertnit (OWNER)(CONTRACTOR) SIGNE pqTE r.=~ _ Phone: 3os ConsWction Valu=: Permit Fee : Use Tax : Total: Use : Description : BUILDING DEPARTMENT USE ONLY ron~_ : am ~ Approval: Zoning : w _m m----•- Approval: Approval: Occupancy : Walis Electrical License No : Company : Expiration Date : Approval: SIC : Sq. Ft. : Roof : Stories : Residentiai Units : Plumbing License No : Mechanical License No : Company : Company : Expiration Date : Expiretion Date : Approvai: Approvai: (1) ReguWtidn antl 9utlC g~~" ~t1 1M P~~s sat kM in YoOUr aaW~ atM b . (z) Thn oemvt anan espnegi( ~q~pi; „~~~am «a+r om~r aoa~Kaeie «av+a,xs'a"~+he°QCm me i+..s ar me snte or coiaaeo uw m me zo~np aeanaonep (or a pen~ o} 120 Orys. s"M (80) aays from issue Ci (7) te tt(8) ine Duiltling aumonzetl is auspentlea or lof mis Demvt ssairea. a na" Permn ^W ee +ceu'ved far a he a onahatt me a ec e~s o x(1jdYyr. lu q~a ~ or WwCm ~~y ~me (1)RW'R4. am,m ea o~r rt aus~Pensia~i a~ ~~anqo~~rit 5) Cira~nm a a oti^N ~s the we Buil(IbV °f C~ ( ~h (24) ~ liaa~curs in Ilaw~nce b~r atl~"uP~o", an0 nell ~ac°iv° -+vOroval on iro 6) at The Ne Ouiltlmp mGp~p ~RY otner aG a~ 0°~s snan mt be oonsavea m Oe a penrvt far. nora pCrwal of. +^Y viaaeon M me 7~s Chief Building Inspector BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at / 3 6; 1 W• L/ jZ~2 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- , erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date FORM WRB-22. . Inspector for Building Depi. ~ DO NOT REMOVE THIS TAG ; ~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at Ag 'aZ, I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. ` When corrections have been made, call for inspection. „ Date 6 /Z Q0 ; ✓DO NOT REMOVE TH15 TAG PORMWR6-22~.` J for Building Dept. 0 7EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10592 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/30/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 13651 W. 43rd. Phone : 989-5755 Contractor License No. : 20675 Company : Steve Vigil Phone : 989-5755 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 Ciry 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 (U.B.C.) and all other applicable Wheat Ridge ordmances, for work under this permit. (OWNER)(CONTR4CTOR) Description : Radiant heating for warehouse, restrooms Construction Value : $17,000.00 Permit Fee : $279.25 Plan Review Fee : $0.00 Use Tax : $255.00 Total: $534.25 Use: Electrical License No : Plumbing License No :20674 Mechanical License No : Company : Company :Steve Vigil Company : Expiration Date : 5/30/2001 Expiration Date : Approval : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is su6jec[ to the laws of fhe State of Coloratlo and [o the Zoning Regulations and Building Code of Wheat Ritlge, Colorddo or any other applicable ordinances of the City. (2) 7his permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the 6uilding authorized is suspended or abandonetl Por a penod of 120 days. (3) If this permii expires, a new permii may be acquiretl for a fee of one-half the amount normally required, pmvided no changes have been or will be made in the . original plans and specifications and any suspension or abandonment has not ezceeded one (1) year. If changes are made 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 causinq a dreinage problem. (5) Con[rac[or shall notify the Building Inspector trventy-four (24) hours in advance for all inspections antl shall receive written appmval on inspection card before proceetliing with successive phases of the7'ob. (6) The issuance of a permit or the approval of drawings and specifcations shall not 6e cons[rued to be a permit for, nor an approval of, any violation of the provisions of the builtling cotles or any other ordinance, law, rule or regulation. . Chief Building Inspector '')EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10592 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/3012000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 18651 W. 43rd. Contractor License No. : 20675 Phone: 989-5755 Company : Steve Vigil Phone : 989-5755 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of theCity 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 pr wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable V!/h at Ridge ord~ a~s, for work under this permit. (OWNER)(CONTRACTOR) SIGNE DATE~z~~< / Description : Radiant heating for warehouse, restrooms Construction Value : $17,000.00 Permit Fee : $279.25 Plan Review Fee : $0.00 Use Tax : $255.00 Total: $53425 Use: Electrical License No : Plumbing License No :20674 Mechanical License No : Company : Company :Steve Vigil Company : Expiration Date : 5130/2001 Expiration Date : Approval : Expiration Date : Approval: Approval: (1) This permit was issued in accordance wi[h the provisions set forth in yopur appliration and is subjec[ to the laws oFthe State of Coloredo antl to the Zoning Regulalions and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is not cnmmenced wifhin sixly (60) days from issue tlate or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provitletl no changes have been or will be made in the original plans and specifications and any suspension or abantlonmen[ has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (1) year, fuil fees shall be paid for a new permii. (4) No work of any manner shall be done thatwill change the natural flow of water causinga drainage problem. (5) Contraclor shall notiry the euilding Inspectorhventy-fouc(24) houre in advance for all inspections and shall receive written approval on inspection card 6efore proceediing with successive phases of the job. (6) The issuance of a permit or the approval of d2wings antl specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildin9 codes or any other ortlinance, law, rule or regulatioa Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 / CITY OF WHEAT RIDGE Date :,j/~~-j 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80215 APPLICATIo N rt Praperty Owner: ~ ~ ~ 6"o %os Property Address w t~3 Y~ ContracrorLicenseNo.: Phone : 30-3 C S 7S'I;-- x Company : Phone : 303 &,5~6 6Iz 7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the set6ack distances proposed by this pertnit appliwtion are accurate, antl do not violate applicable ortlinances, rules or regulations of the City of Wheat Ridge ar 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 appiication, and that I assume full responsibility for compiiance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordin nees, forwork underthis pertnit. (OWNER)(CONTR4CTOR) SIGNED pq7E~ Descnption : Construction Value : 1-7c,-~D Permit Fee : ~ Use Tax: Total : U50:/l~~ 7,.n T A-rn./ou BUILDING DEPARTMENT USE ONLY omM ;~iPm,_ ml~ SIC : Sq. Ft. : Approval: Zoning : w n om Approval: ' Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Piumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (i) rnis pertnit was issuea in amorttance wiM the Orovisicns set krtn in yopur appiifanon and is subjea m the iaws ot the State ot Coioraao and ta me :.anony Regulauons antl Builtling Cotle o(1Nheat RiCge. CabraEO or atry oMx appliraple ortlinances ot tne Ciry. (2) This pertnit shall expire H(A) the work auNanzeC is no[ mmmeneetl wiNin sixfj (80) days (ram issue tlate ar (8) the builtling auNOnzed is suspentletl or abantloneE /or a penoC of 120 tlays. (3) I( Nis permit expims, a new perrtut may De acquireE kr a lee of one-half the amount nomulty 2quinW, pmviEed no changes have Oeen or vnll Ee maEe in the anginal plans anE spetifiCaCOns anG arry auspension Of abantlonmeM has not exceeEeE one (7) yeaG If Changes am maCe or H suspension or abintlanment excee0s one (t) year. full reee ehall be paiE for a new pmrrit (4) No vrork ot any manner shall Ee Eone Nat will Uiange the natu2l Ilow of water pusing a Eiainaqe probkm. (5) Conuactorahail notlfy Ne BuPeing InspeUw iwmry-four (24) hours in advance lor all inspecCOns and shall receive written approval on insOKtion rab before prxeetliin9 witlh succeuive nases of Ne1'ob. (6) The issuance of a permit or Me app`oval af Erawings anE spedfica6ons shall not be wnstrueG to he a pemtit for, nor an approval ot, any holatlon at me pioviawns of the 6uiltling mpee or arry oNer ortlinance, law, mle w regula6on. - Chief Building Inspector 7500 West 29th Avenue The Ciry of Wheat Ridge, Colorado 80215 Wheat Telephone 303/ 235-2868 Rldg6 FAX 303/235-2857 March 20, 2000 Mr. Ed Jennings, P.E. & P.L.S. P.O. Box 200662 Denver, Colorado 80220 Re: Lot 15 @ 44 Industrial Park, ~l„3:635:1 W;e;st~4~3~x"•dx~Drki~e - Approval of Final Drainage Report, and Grading/Erosion Control Plan Dear Mr. Jennings, This letter is to inform you that the final drainage report, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project:, 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the drainage improvements the engineer,Mr. Ed Jennings, P.E. & P.L.S. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plari, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. Mr. Ed Jennings, P.E. & P.L.S. Page 2 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 43rd Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 43rd Avenue on a regular basis such that it is free of construction debris and tracking from construction traffic accessing the site. 6. If applicable, it will be the responsibility of the developer/owner, to provide the necessary testing for subgrade compaction, and other related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s; and respective licensing will need to be submitted for processing by the City. If jrpu have any questions, please contact me at 303-235-2868. S n erely, ~ Greg Knudson, M.P.A. City Engineer/Development Review Engineer cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Steve Nguyen, Traffic Engineer Darin Morgan, Codes Administrator Martin Orner, Planner John McGuire, City Surveyor James Jacobsen, Eng. Tech II File (3) LOT15-44IND-2.LTR 2/99 CITY OF WHEAT RIDGE MATERIALS SAMPLING AND TESTING REQTJII2EMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered proFessional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall fumish copies of failed test results to the inspector promptly as the results become available. On a weekly basis when testing is being performed, the developer shall fumish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified freqnency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Conshuction. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, sidewalk AASATO M145 sidewalk or pipe trench and trench may be combined Moisture-Density Curve, I per on-site soil type AASHTO method determined AASHTO T99 or T180 1 per import material source ' by soil or materials type Embankment in-place density, 1 per 300 feet per lane per 8 Minimum density per soil Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures classification, Section 203.07 Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 2 Minimum density per soil Colorado Procedures foot vertical interval classification, Section 203.07 Aggregate base course in-place 1 per 300 feet per lane Minimum 95% of maximum density, Colorado Procedures density, T180 Lime treated subgrade in-place 1 per 300 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Marshall blow specified approved mix design Hot Bituminous Pavement in- 1 per 300 feet per lane per lift 92-96% of max. densiTy except place density, Colo. Procedures Grade F to be 90-95%, T209 Concrete compressive strength 1 per 100 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing Concrete air content and slump 1 per 50 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 10282 3/22/00 Property Owner : Property Address : 13651 W 43RD DR Phone : 278-9744 Contractor License No. : 20385 Company : CUSTOM DESIGN CONTRACTORS Phone : 278-0170 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 (U.B.C.) and all other applicable Whe t Ri ge ord' ances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED o DAT 22 09 Description : Manufacturing warehouse Construction Value : $374,702.00 Permit Fee : $2,533.75 Plan Review Fee : $0.00 Use Tax : $5,620.53 Total: $8,154.28 Use: Electrical License No : 18039 Piumbing License No :20580 Mechanical License No : 20580 Company :Mark's Electric Company :Circle H Plumbing & Company : Circle H Plumbing & Expiration Date : 2l28/01 Heating Heating Approval : Expiration Date : 2/15101 Expiration Date : 2/15/01 Approval: Approvai: (i) This pertnit was i: Regulations antl E (2) This permit shall t abantlonedforaF (3) Ifthispermitexpir original plans and exceetls ane (7) y (4) No work of any m (5) Contrectorshalln proceediing with ; (6) The issuance oU :d in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning iing Code of Whea[ Ridge, Coloratlo or any oiher applicable ortlinances of the City. re if (A) [he work authorized is not commenced within siuly (60) tlays from issue date or (B) the building authorized is suspended or 0 d of 120 days. a new permit may be acquired for a fee of one-half ihe amount normally requiretl, provided no changes have been or will be matle in the ;cifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment , full fees shall be paid for a new permit er shall be done thatwill change the natural flow of water causing a dreinage problem. i the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspeciion caW before zssive phases of the job. ~nit or the approval of drawinqs antl specifcations shall not be construed to be a permii for, nor an approval of, any violation of the provisions or any g[ljer ordmance, law, rule or regulatioa . ~ DEPARTMENT OF PLANNING AND DEVELGPMENT BUILDING INSPECTION DIVISION - 235-2855 C(TY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Date : WHEAT RIDGE, co $0215 qPpLICATIo N PropertyOwner: /617e Property Address : Phone :303.Z-78 -9~ 1¢ Contrector License No. : 4Z03$S Company . (21z67?>1Y? le~,1610 aN7kitL7p,L°5 Phone : 2-03. Z-Z-48- O/ 9-0 OWNtR/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 'dhereby certify that the setback distances proposed by this permit application are accurate, - and do not violate applicable orclinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and alleyations ~ made are accurate; that I have read and agree to abide by all conditions printed on ;his application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t Re ord' nces, for work under th,is pe`rmit. . (OWNER)(CONTR4CTOR) SIGNEDi~/i t. DATE y i7'7 q Description BUILDING Construction Value : ~ > Permit Fee : Z933, 75 Use Tax : 56 Zo. S3 Total : S41 Z,g Use n 2/n~.J l11;~ ~ m!1 F Sq. Ft. : i 15Sco AUG 0 b 1999 Stories : Company : Expiration Date : Approval: Expiration Date Approval: Eicpiration Date : Approval : (1) This permit was issuetl in accordance with the provisions set forth in yopur application antl is sub7ect to ihe laws of Me State of Coloredo and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Colo2do or any other applicable ortlinances otthe CiN. (2) This pertnit shall expire.if (A)the work aufhonzed is not commenced within sixty (60) tlays abandonetl for a penotl of 120 tlays from issue tlate or (6) the building auNOnzed is suspentletl or . (3) . If this pertnitexpires, a new permR may be acquiretl for a fee of on~half ihe amount nom!ally.require4 providetl no changes have been or will be matle in the onginal plans antl specifications and any suspension or abandonment has not enceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (t) year, full tees shall be paid for a new pertnit. (4) No work of any manner shall be tlone that will change the natural flow of water causing a dreinage problem. (5) ConVactor shall nolify the 8uilding Inspectorlwanry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before . proceediing with successive phases of the job. ofihehuiltli ~3tl sSp" otherortlinaoce,law,ruleorregulatloa No: (6) The issuance ertnit orNe approval of drawin9s and specificaGOns shall not he construed to be a permit for, nor an approval of, any violaUOn of the provisions ~ o2U5~d Buildinq t'ermit Number : For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary corrections of electrical, plumbing, mechanical and framiug systems. Inspections are performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the projects civil engineer of record. Inspection are performed by the Public Works Department. 3. The completion and acceptance by the City of Wheat Ridge of all required public ixnprovements, or a Development Covenant may be processed in lieu of construction said unprovements. The Public Works Department performs these inspections or provides the Development Covenant. 4. The completion -of all required landscaping and related site improvements. Inspections are performed by the Plannnig and Zoning Division. All the above items must be completed and signed ofF by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not consritute authorization of a Certificate of Occupancy nor pemussion for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform BuiFding Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the property which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please Date: Code Correction List March 9, 2000 Owner: Builder: Address Description: High Plateau Truss Company Custom Design Contractors 13651 W. 43`d Avenue Truss Manufacturing Facility , 3~ ~Vr' z 1. ~ Separate sex handicap restroom facilities will be required due to the occupant load being in excess of ten and the number of employees exceeding four. 2. ~ Provide a complete codes analysis prepared by the engineer who stamped the / plans. 3.✓ Provide a complete door and opening schedule, listing door types, ratings, size and hardware information. 4. ~ If the area above the offices,is to be used for storage it must be designed to 250 psf storage load requirements per UBC Chapter 16. Also specify what horizontal ~ occupancy separation system is to be used. 5. The doors between office and manufacturing area and entrance to break room area does not meet handicap requirements for clear floor space and maneuvering. ~(d~l 6~. Submit engineered information on the product-conveying dust collection systemthat ~ is to be installed per UBC Sec. 306 and UMC Sec. 505. Electrical plan does not address Class II, Division II hazardous location ~ requirements. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator City of Wheat Ridge Planning and Development Department Memorandum TO: Building Permit File 13651 West 43Td Drive; High Plateau Truss FROM: Martin Orner SUBJECT: Building Permit Application DATE: February 17, 2000 I have reviewed the Building Permit application for this address and cannot provide the Planning Department sign off until the following issues are resolved: IDtis unclear what uses the area behind the screened fencing is intended for. Please provide a detailed description on the plans for all uses in this area. Note that per the PID, the only uses not requiring hard surface are landscaping and storage. 2. All trees and shrubs must be serviced by fully automatic imgation system. 3. The landscaping is short 9 trees (2 trees per 1,000 s.f. of landscape area = 12,635/1,000 = 1,2635 X 2= 25.27 rounded up to 26 trees). 4. The minimuxn number of shrubs is 63. 62 shrubs are depicted on the plan. 5. The gate areas must be of sight obscuring fencing material (solid screening). ~he fencing and landscaping along Highway 58 are currenfly the responsibility of the property owner's association. The applicant must provide a signed agreement with the properiy owner's association detailing how the fencing and landscaping along Highway 58 will be maintained. 7. The applicant shall include warding from the PID addressing the storage of material in relation to fence height. 8. The applicant shall include wording that no on-site lighting shall spill over the lot lines. 9. Per the PID, the trash enclosure shall be conshucted of material sunilar to that of the building, and shall be of non-combustible material. A detail of the trash enclosure shall be included on the plans. 10. The applicant shall show the direction of traffic flow on site. Specifically, show traffic flow for the car parking area and for trucks associated with the business operation. 11. All drive and parking areas shall be hard surface (asphalt or concrete). r 12. The PID states that the ratio of coniferous trees shall be 60%. Therefore, 40% of the trees shall be deciduous. Currently, no deciduous trees are shown. 13. Provide a breakdown of how much landscape area is proposed as rock and how much is proposed as native grasses. 14. Provide a backing/turning area for the car exiting the parking space furthest to the west. 15. ncrease the depth of the landscape area adjacent to the cul-de-sid e iminate the dscape strip which runs along the north property line. '^n V" 16. Per the City Forester, the Norway Spruce shrub needs at least 12 feet between center of plants. The planting layout should take into account site distance at driveway areas near 43`d Drive. aM~ (V ~'4_ ~ . HIGH,TEA U TRUSS, IIVC. ~~,,s~ .,.r..... GddeM CO 14403 r,303j 271•9744 (303) 218-3428 Fau March 13. 2000 Nc. Munin Ornrr t~ly (+I''A'hc+t Ridge 1'tanning uml f)cvdupncrn tN:pt. 75p;) W: Y". m cnuc wItoat :ZiJgc. C() R0215 Ra~ 13.i1hfing Permit Application [w 130 1 W. 43rd, Dr• !!i`I1 Pliu%Istu 1'ta+s agKC4 :ii 'ssume the fvlloW ina rtsponsibiEitids of t:ic ba•' lndustcist p:u l l'omivcrcial Propetty Owncrs Assaiation slong ihe El;ghway 58 perim:tnr of 1.01 1 S. I. M;sintailanJ rcplace, if and whcn necexsary, a!l or eny p01.0011 nf that pnrimctcr fnxe locate4 inmediatcly adjaceW to Coloradu 5ta:. 1li6hway 58. 1, in.tu01 and mainaain auius*atic irti;ation system to ivater trres and shmhs. . i. A,lkI ruck w ioncIrCCipiny of said atea up ?u 3tij eWUy-p;u.ling 1,11, ain as specified in "Dr:Ear~tiurt of Cotirn~m. end a91 nihcr resPansihiiiLies rlo'l Rc+tciciin;~••.:~e rccunlcd, S i4ried , , . ----~-L:.i-' ~ - - ~ - - • Tom Dutfy, e~opcr _.eAAWML-" Sign.J 6a lm 9 n D. CulaTUSU. 4rrsidem f ligh Piutcau i tuss, inc --fq1s `ov ,HIGH ea~ ' ' EAU TR USS, INC. March 16, 2000 Mr. Martin Orner Ciry of Wheat Ridge Planning and Development 7500 W. 29`". Avenue Wheaz Ridge, CO 802:5 Re: 44`h. Industrial Park (13651 W. 43`d. Drive) 15595 Arapahoe Drive Go6den, CO 80403 (303) 278-9744 (303) 278-3928 Fax Deaz Mr. Orner, High Plateau Truss has reviewed, in-depth, ali aspects of the Covenants for the above referenced property, and are prepared to fully comply with said Covenants. In addition, we are very excited to be embarking on a nzw facility, and anxious at the praspect of contributing to the city of Wheat Ridge. Thank you for your assistance in this matter. If you have any further questions, please do not hesitate to contact us. Sincerely, HIGH PLATEAU TRUSS, INC. 6z~ ~ Bryan D. Coloroso BDC:rb HIGH,,e<>-, EA U TRUSS, INC. November 18, 1999 City of Wheat Ridge '.luilding Permits Re: 13651 W. 43`". Dr. Gentlemen, 15595 Arapahoe Drive Golden, CO 80403 (303) 278-9744 (303) 278-3928 Fax Office personne( of High Plateau Truss, Inc. consists of r.~ o full time owner/operators and one part time employee. Sincerely, HIGH PLATEAU TRUSS, INC. Bryan D. Coloroso President BDC:rb HIGH,~, EA U TRUSS, INC. January 3, 2000 Ciry of Wheat Ridge Planning & Development Re: 44`" Industrial Pazk Gentlemen: 15595 Arapahoe Drive Golden, CO 80403 (303) 278-9744 (303) 278-3928 Fax ~ . We have purchased a lot at 441h Industrial Park. Please consider the following information in issuing a building permit. High Plateau Truss, Inc. manufactures wood trusses for construction. Equipment used includes air compressors and nail guns, roller presses, and skill, component, miter, and modified tabieispeed cut saws. Ptease call if you need further information, and you aze welcome to visit our operation at any time. Sincerely, 25y~ 07 e 2=v e-- Bryan D. Coloroso, President \ i 500 WEST 29TH AVENUE • WHEqT RIDGE, COLORADO 80215 The City of ~OF WHEqT~ i GWheat C_, m GRidge c°c o R aoo LETTER OE NOTIEICATION FOR PUBLIC IMPROVEMENTS RESTORATION ~D DATE 3 2 z oo ADDRESS ~~J ~S I • a'yJ--'- ~~'s Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of wheat Ridge Public Works Department, and prior to the. issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. I?`~)ou have any questions, please contact me at 235-2868. S cerely, / 1 Gr ag Juds n, M.P.A. Development Review Engineer cc: File (303) 234•5900 • ADMINI$TRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 - . - p4 WHE`tT DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW . , n~G 0 R P~O Date: 3 ZZ 00 Location: Xs Attention: Building Department I have reviewed the attached materials submitted in application for approval of arvri.M->1-. Wo~ws~-~r at the above referenced address. Please note the summary comments below. 1. Boundary Closure: ✓OK Not OK; reFer to stipulations. 2. Drainage: a: Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division d. Site drainage/grading provisions have been reviewed and are: --~C-OK Not OK; refer to stipulations. 3. NPDES Permit Required: _ Yes 74 No 4. i" 5. 6. 7. ~ 8. 9. 10 11. 12. 13. Public Improvements a. street paving needed: Yes X b. curb and gutter needed: Yes X c. sidewalk needed: Yes x d. street lights needed: Yes X e. storm sewer needed: Yes -)A f. letter of credit required: _ Yes x If a letter of credit is required, for wh at improvem ents? _ No No No No No No Amount of letter of credit: Subdivision Improvement Agreement required: Yes ~x No Development Covenant requued: Yes x No If Yes, for - - Traffic impact analysis and report required: Yes X No State Highway Access Permit needed: Yes _--R No New roadway or alley R.O.W. dedication recommended: Yes x No If yes what is recommended? - Aaexi ng d edicated roadways/alleys meet the standards of the City: ~ Yes No If ch do not and what is requested: Ai,: '1'h Yublic Wor s Department has reviewei subjec o the above d/or attached stipulations. 3 / 2z ~ oD Date f ivU AYYKOVAL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Greg Knudson Stipulations attached: _ Yes *>e No Date 14. _ Summary Comments: GeeTilf 16:A-VxaVn. 1~ CC~2 2eci QiTt,er> or - la£GvKzD -fp G, 0 . ly5aamcE , PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date o0 Applicant Z~~aw'i r~es t ~n lJe'~"~'R~c.TafZ.S Phone # '0 - Location of Construction Purpose of Construction MU+Y1~~0.L~-vf~nq ~JO,JI.~ 'rAltli~ Permit Value~q" OZ' Single Family _ Commercial ~ Multi-Family DEVELOPMENT REVIEW FEES da Development Review Processing Fee: $50.00 $ ~Q • (for document processing) Single Family Residential Review Fee: $25.00 d (for review of applicable technical documents ) CommerciaVMulti-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for 019 construction in right-of-way, final drainage report and erbsion control plan). • Subdivision ImprovementAgreement Fee: $125.00 $ (for document processing and recording) Development Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ ~ d" (for document application and processing) Treffic Impact Study Review Fee: $100.00 $ -0 r (for document review and processing) Flaod Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 $ -0r (for document review and processing) ~ TOTAL REVIEW FEES: (due at time of building permit issuance) $ 5S0• PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. . Signature of Applicant Date 22- GFO-te ica Engineering SOII TESTS PERCOLATION TESTS - FOUNDATION DESIGNS P.O. Boz 266 Franktown, Caloroda 80116 We6: www.geo-teknico.cam Fnz: 303-6603615 Tel: 303-660-0300 Custom Design Contractors 701 Kilmer St. Golden, CO 80401 SUBSURFACE INVESTIGATION OF LO'F 15,. WHEAT RIDGE 1NDUST'RIAL ROWKy JEFFERSON t.OtI1VTY, GQLOPA-IQ REPORT NO. 99-321 May 4, 1999 5 • Y~99 This report presents the results of data obtained during the subsoil investigation of LOT 15, WHEAT RIDGE INDUSTRIAL PARK, JEFFERSON COUNTY, COLORADO. Tlris investigation was made to determine the type of foundation required, allowable bearing capacity, ground water conditions and any problems that may be encountered during and afte; constcuction. At the present time this site is vacant. It is our understanding that a 60' x 225' steel building with 3- 4' frost wail is planned for this site. Based on our evaluation of the subsoils, we believe the proposed steel building shouid be founded with drilled piers and grade beams. The piers aze to be 12" in diameter drilled a minimum of 6' into firm bedrock and at Ieast 20' deep. The recommended maximum end bearing pressure is 15,000 pounds per square foot dead load plus one-half live load, the side shear resistance is 1,500 pounds per squaze foot dead load plus one-half live load, for the portion of the pier in bedrock. A minimum dead load of 15,000 pounds per squaze foot is recommended based on pier end azea or as lugh as possible. The recommended diameter mnst be maintained at the top of each pier hole (no mushrooming). The drilled pier holes shall be cleaned of all loose material and filled immediately with low slump concrete to prevent slough of loose soil or infiltration of water. Due to the ground water encountered, casing may be required during the drilling of the piers. The concrete piers shall be reinforced the fulllength with three (3) number &ve (#5) grade 60 rebaz. A void form of four inches (4") shall be placed under the grade beam between the drilled piers. A representative of tlris office must conduct an inspection during the drilling of the piers. An alternate and satisfactory type of foundation system will be continuous concrete footings designed for a maaimum soil bearing pressure of 1,500 pounds per square foot, if the entire foundation system bears on controlled non-eapansive fill materiai. We recommend that the site be overexcavated 5' below the bottom of the footings and be replaced with a suitable non-expansive fill material approved by GEO-telrnica Engineering Inc. The overexcavation should extend 2' out in all directions from the footprint of the foundation. If the builder or owner cannat tolerate slab-on-grade movement, we recommend overeacavating 4' 6eneath the slab-on-gradc, replacing with an approved uon-eapansive fill material. The back&ll soils should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standazd Proctor dry density (ASTM D-698): The soils should be placed at a moisture content to f20/o of optimum. To ensure the quality of the compacted soil, a soil density test is required before footings aze formed. These footings shall be designed for a maximum soil bearing pressure of 1,500 pounds per square foot, dead load plus one-half live load. All continuous footirigs supporting perimeter concrete foundation walls should be at least 16 inches wide. All loose and disturbed soil shall be removed before pouring the concrete for the footings. The bottom of the footings shall be a minimum of three feet (3') below &nal grade for frost protection. Four (4) earploratory test holes were drilled on April 11, 1999 at the site shown on the Location Map, Figure 1. These test holes were drilled with a four-inch (4") diameter auger. i At specific intervats, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at wlrich soil samples were taken and a description of the soil encountered aze shown on the Logs of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefiilly inspected in the fieid during the drilling operation These samples were classified in the laboratory through visual inspection and testing to determine the pertinent properties. The natural moisture content was obtained from relatively undisturbed drive samples of typical soils. Swell-consolidation tests were performed on typicat soil samples, see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Ground water was encountered at a depth of 7' in Foundatiou Soil Test Boring #3 and at a depth of 8' in Foundation Soil Test Boring #4 during the drilling operation. The naturai soils appear suitable for the support of exterior concrete slabs, garage slabs, and basement slabs. If the owner and builder choose the option of a basement slab the following recommendations will help to reduce slab cracking. Utilize #4 grade 60 rebar at 24" on-center each way in the top one inch of the slab. It is very important for the moisture to stay constant during the construction process. When sandy soils have an increase in moisture content, they may consolidate and settle, potentially lowering and cracking the coacrete slab. When clayey soils aze exposed to an increase in moisture content, they can increase in volume resulting in movemeat and possible craclang of the concrete slab. Experience with similar soil conditions has shown that the following details help prevent daIIlage to a concrete slab: 1. The slab must be placed direct(y on undisturbed natural soils, or on well-compacted fill. This fll should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its masimum Proctor dry density (ASTM D-698). The soils should be placed at a moisture content to t2% of optimum. To ensure the quality of the compacted soil, frequent soil density tests may be required as deemed necessary by t6is office. The overescavated site and fiil material shall be inspected by a representative of this office prior to placement of the fill. A density test is necessary. The first test shail be conducted when 8 inches of fill has been placed. These precautions will minimize cracks in the siab-on-grade. Do not place a gravel layer beneath the concrete slab. 2. The floating slab must be separated from the foundation or utility lines to atlow for independent movement of the slab. A positive control joint must be provided at the junction between the slab and foundation walls. 3. Control joints must be provided in the slab to confine cracks to the joints and not in the visible azea of the slab. Control joints must be one-third the thickness of the slab. The maximum slab azea shall be 175 squaze feet. A maximum dimension of 16'0" in any direction is permitted. 4. A minimum void of one and one-half inches (1'/z") shall be provided at the bottom of all non-bearing partitions. Drywall or paneling shall not be placed within two inches (2") of the top surface of the slab, allowing space for upward movement of the slab. 5. If a hot water heating system is used, the piping should not be placed beneath the concrete floor slab. If a forced air fiunace is used, a two-inch (2") flexible connection should be installed between the furnace and the duct. 6. The soils that will support the concrete slabs should be kept moist, but not wet, during construction. 7. If the builder or future owner provides decorative gravel or bazk azound the steel building, see Foundation Grading Detail 2, for an acceptable method of installation. Tlris 2 method will prevent ponding of water near the foundation and provide for proper drainage away from the steel building. The back'ill soil azound the steei building should be kept moist and well-compacted to prevent future settling. Controlled puddling of the bacldill soils is not allowed. For proper drainage, a slope of 10% (6" in 5'-0") away from the foundation in all directions is required. Tlris slope must be maintained for a m;r,;mum distance of 5'-0". The future owners aze advised to immediately fill in any settled azea neaz the steel building to eliminate containment of water. Down spouts must discharge onto four-£oot long concrete splash blocks or into metal gutter extensions to direct water away from the steei building. The future owners should be cautioned regazding the installation of a lawn adjacem to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants witlun five feet (5') of the foundation walls should be hand watered and tlris watering kept to a minimum. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our eaperience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. If soil coaditions are encountered which appear different from the test borings as presented in this report, it is requested that an engineer from this office be called to inspect the open eacavation. This inspection service is not a part of this report. The parties specifically agree that GEO-teknica Engineering Inc. has not been retained nor will they render an opinion conceming any environmental issues, hazardous waste or any other known or unknown conditions that may be present on t6is site. 3 Z Z~ Q 1f) e w O ~ m 1 V r h ~ v Q- r a m c o ~ ° ~ o U J u; Nll M ~ Q W Ol C O m ~ = ~ N O _ N a ~n 0 F 0 x° (no v c ~ M $ ° a - f0 y N O LL N d p y C ~ a 0 0 z ~ N M OI O~ 0 Z m Q 3 cn w J O 2 ~ U) W I-- LL 0 0 0 -j V C 01 C 'C Gf d ~ C W R V Y N 6 W ~ N N C N ~ "Q N ~ ~ m >1 t0 U a .N 0 Z ~ I LL a) v t0 E c N 2 ~ N Q J U I LL a N E e (Q 2 T N W Z O F- cn ¢ J U W Z O H U) } Q ~ U Q J U W Z 0 H cn J C/) w Z O H cn ¢ J U N y C N ~ ~ NC C lD U ~ z Q U) I lJ.. a~ ~ N E c (0 IE~ O C N O ~ L N~ N ~ N N U U 'y Z Z Q cQD c¢n U I I I ii.. ii ii u -(Do 'a)o m m N E E c m m m 2 m 2 9 2 0 0 v m m . a v M N N V N 4 ~ N r U) w ~ 0 Z m .'C.+ O 0) C 'LO N ~ rn c a ~ N N ~ ~ U c N N 3 `N vi 3 a .C N a) y LL ~ \ ~J ~ N Y (0 a~ 3 ~ a~ a. E (Q w 'o w U L 3 N L Q N 0 L ~ N w m ~ - u~ a E E E ~ ~ N L m O N Q ~5 ~ U ~ N o cp w 3 > O ~ ~ d. o ~a m (D .L.. 3 N ~ a) ~ U 'N ~ N C ~ N V N r•,CL U N M N N ~ 7 ~ L.L O to O U) 0 O LLO ~ N N m SIELL - CONSOLIDATION TESTS Job No, 99-321 , ~ a a+ wrw3+ 0 o" ~ --z ~ 0 ~ A E-+ - oA_ a, a~ a ao- C/2 z o- ~ r a a~ + 0 ~ O AE" a~ a a., o • ~ z o- ~ T 4vs11/COnsollCet3on wdar preeswe dus to rettinp 8 ~ 4 t ~ 2 4 a 8 water aaaeC to eawple 188. 300 1M 3M 3M' 10M 26.8810 Teat Hole Na. ~ Oapth. 3 9ai1 Oeecrlption: MMF- SAr4O, SrtTY, ~ CLAYEY, M_<fl. DEr4SE T Srell/COnsoliaetson under preeswe aue eo rettlnp 8 ~ ~ 2 ~ z 4 4 a Ye2er edded to eenple 100 380 1M Teet Hole No. /_Depth. I-, 3M SM 10M 28.000 Soil Deecrlptlon. ~Cy' I IGLAYSTO+4E _ Figure 3 SAELL - CUNSOLIDATION TESTS Job Na. 9-7-32~ , + a a+ 0 o' ~ --z , 0 0 E ' a~ -d F. a~ a ao- cn z o- V ~ a a~ 4.. ~ + O ~ --z 0 ~ E " au ~ w a ao • cn z o- ~ T 9re11/Cnnsa110ct1cn ~naer presswedue to vettinp S ~ ~ z ~ 2 4 ~ 8 Yeta~ eCtleG to eaeple 108 308 SN 3" 1M 30M' 26.006 Teet Hale Na. I Oepth. 80 9oi1 Oeecript3on: CL-AYS7-0^f6 I lSfLTSTonI6 t Swell/COneolltlelion untler preeewe tlua !o wettinp ~ ~ ~ 2 ~ : 4 e Yater ntlaeG to aeople 100 300 1M 3N SM 1BM 29.880 Teet Hole No-. ? OeptA. 3 Soil Oeeerlptlon. r~MF- 5~N0 5lLTY CL-aYEY MEO. oE~sE Figure3 + +8 .-7 r-a +CA w~+4 0 .--.p ` Z ~ v0 C) AE -t c~ A - d a~ a ao -a cn o -s U T a 0 tz ~ .N 0 E.., - s a~ a ao vn o 's U SIYELL - CONSOLIDATION TESTS Jo, No. 99-32/ 9rsi1/COnsoli0etion unaer presawa tSua m veStanp Vetar etldetl to aaaple 1B0 300 1" 3M SM 10M 20.808 Teet Hole No. 9011 Dascrlption: M~F- C~A~' ST~FF Srell/COneal3Ceiion W7tler preeeure aue to vettinQ I N ueter eaaetl tv eaaple 100 300 1H 3M SM 18H 20.080 Teat Hole No. 2- Depth. /8 4031 Oeecrlption- GLA'r~5'ro~E SiLT( Figure 3 S11ELL - CONSOLIDATION TESTS Job No. 9q'32I L ♦ a a+ + 0 ~ o` ~ --z 0 .o P-, 9 E" - a~ a ~ ~ O' V 4 a a~ 0 ~ --z 0 AE" a~ a wo • cn z o- ~ T 9re11/COnsallaetion „naer preeaura dus to rstSinp 8 6 4 z ~ z 4 G 8 WeYer edtletl to sesple 1B8 306 !M 3M 5" 10N 20.080 Teat Mole Nc. 3 Oepth. 3 9a11 Deecrlption: MMF- SQNO, CLA~l6Y a M60 • OENSP_ T Srell/COnsollaeSlon under preaeure due to rettlnp iii 8 6 4 2 0 s { ~ e Yeter eAtletl to eeeple 100 300 1H 3M SM 10M 20,800 TaeY Hole No. 3 pepth..~_ Soil Oeecrlptlan. MMF- SaNO, Cc-AYEY, DENSE Figure3 + 4-S 0-4 a +6 ~ +4 0 ~ o''Z ~ ~o C) 9 E., - i a~ d c~ A _ d a~ a wo-~ ~ o-s U T a +G 0 tz ~ ~Z o O r. E - 2 C7 Q' c> Q _ 4 a~ a a ~ p -8 U 5'WELL - CONSOLIDATION TESTS Jo, No. 99-32r 9rs11/Consoll0etion „ntlsr presawa dus to vettinp watar eaaea to aesple 188 300 1M 3M 7M 10M 20.888 Teat Hale Na. 9 9ep<h.3L 9011 Deecrlpticn: CLA YSTO~j£. SiL-TY 3rei1/Conaoliaetlon untler preeeure tlus to rettlnp Neter eaaeC to aemple I 100 300 1M 3M SM 10M 20.000 Teet Hole Na. 4 Da h. 3 M~"IF- SAND C~R'fE"f; ptSoil Oeecrlpt3on.. . L,ooSF j`iigurv3 SPELL - CONSOLIDATION TESTS Job No. 99'32~ ~ Srall/COnsol10et1on unCer preasurs aus to rattinp +8 a a +6 w ~ +4 0 ~ r.., c~ d UA_4 aD a ao-~ cn V _ 8 Meter eCded to amapla 108 308 SM 3" 8M 10M 20.080 Teat Hale No. --±Uepth. 4011 Oeecriptlan. MMF- CLAY, Sri-TY, ~ VE2Y STiFF' i a+ ~ + 0 ~ ....Z O AE" a~ d s~. a~ a ci, o • cri z o- ~ T svell/coneoiiaetion unaer preaeuPO Cue So rettln0 a G t . 2 ~ t ~ e Yete~ eOdad to oemple 100 300 1M 3M SM 10M 20,000 Teet Hole No. --LDeptn. 16 Soil Deeerlption. CLaYSTOtJE Figure 3 ~ ~ ~ w ~i 0 ~ ~I ~ .a Gz. ~ a d ~ .'-1. ~ ~ a M N 'J ~ Y S c 0 o U ao ~ ~ L ~ 7 ¢ N .9 ~ Z .II 0 ~ i 'VF :1l/ :C tl . ` 5 a) N ~ i+ • : Q z ~ II ~ N V1 lR r. z N iu. Q?'J ~ g~ z UX c Fz ; f-- V I~ + ~ ~ kL. LL ' L IL J - 'kL LL. . -m UfJ ~G~ ~U ' , g Ca T T ~ CtT ln 1 C7. ~I`- ~ f[i' ~ 1`• 3 f ~5~: CO / ~ u ~ O a . 1~1 61 A \ a 0 ° 7 Cp; O) ifl qy. N 3+ cF} O) !O qp u) cy e c3- ~ O 4, ~ k ~ 3 ~ + + A, -i . U L ~ E 3 - C14 - 04 a m cs[ C14 U3 0 , ~ ~ ~ ~ U~c M bo ~ ~ ~ e a i e o .b 1t3'~ ~~f3i a) b3' s i" G3, N~ f!7 O M~ c ~d o CD - t ~ . N L °1 O o ~ C7 CV Nr aY . Ll7 LryJ N~rI . ~ 'm +N ~S? ~ I~ N r+~ r. ~ V - ~ v~ ~ ~ ~ a - d . o,z x ~ N L~1 ; M i'7' W .a d F BR/+GE WN1S. TOP & BOTfOM. PRIORTO BACK(aWNG waL sLoPED - 12'PER tOFi.MIN. DONOTDIKE VM}i ~ r-SOD OR EDGWG TOP 12' OF 1NELL-COMPACTED BACMLL CANCREI'E GRADE BEpdul FLOOR SLAB DQ'ANSION JOINT VOID BEiWWEEtJ MODEAAiELY COMPACIID BACIWLL PROOFlNG POLYEfMYLBJE GLUED TO WALL -AND IXTENDED ALONG THE BOITOM OF'f11E IXCAVA710N. -75#BUILDING FFLT -4 MIN. a/4' TO 1 1/2' CLFAN GRAVEL 4" MIN. 4" DIPME7EA PB3FOPATED PIPE SIOPE DRAIN PIPE 1/8' PEA FOOT TO DAYLIGHT, OR TO A SUMP PIT. IFTO DAYLIGHT, COVEA QJD WITH SCRffN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FlNAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGAl10N WATER, AND SNOW MF1T ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATNE GRAVEl. AND POLYEfHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG FXTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DEi"AILS (FOR PIER FOUNDATION) DETAIL t p BRpA/~C~l pE TWA1~S,yTpO~P~~&~~~BOTfOM. 1"flI~/ IQ p1 L]I'1/~Vf~IW1\V ..EL• SlVrED - 12p f GI l ~-10 Ff. MIN. pp NOT DM yyff}{ /"-SOD OR EDGING TOP 72 OF WEL_-:OMPACTED BACKRLL COPlCRETE GRADE SLHB D(PPNSION JOIM' MODERAlaY COMPAC7ED BACICfiLL PROOflNG POLYEtHYl.ENE GLUED TO WNl AND IXiFNDED PLONG 1HE BOTfOM OF THE DCCAVAliON. 5¥ BUILDING FELT 3/4• TO 1 1/2' CLEAN a iAVH_ 4' DIAME7@R PffiFORATED PIPE. SLOPE DRA1N PIPE 1/8" PER FOOTTO DAYLIGHT, OR TO A SIJMP PfT. IF TO DAYLIGHT. COVEA BJD WITH SCRffIJ. BACKFILL AROUND THE FOUNDATION SHOULD BE MOIS'TENED AND COMPACTED AND THE RNAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RPJNFALL, IRRIGAl10N WATER. AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAU110N: DO NOT DIKE OR IMPEDE TFfE f-10W OF WATER AWAY FROM FOUNDAl10N WALLS WffH SOD, EDGING OR DECORATIVE GRAVEL AND POLYE7HYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OFi LONG DCTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFiLL DETAILS (FOR FOOTING FOUNDATION) DETAfL 1 , , FOUNDATION GRADING DETAIL 4'-0' MINIMUM DECORAINEGiAVEt OR flARf(AAE/4. GLUE POLY. TO FOUNDAl10N WALL. 6 MIL POLYEfFMBNE SLOPED AWAY tiROM FOUNDATION. ~ jf-FOUNDAiION WALL i i ~ i i i i NOTE: 1. PROVIDE A MINIMUM SLOPE OF 5 IN THE RRST 5'-0' FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED BEYOND THE GRAVEL OR BARK AREA. MEiAL OR WOOD EDGE WIiH 1/2" SPACEAT BOTfOM TO ALLOW WR 1HE RELEASE OF WATEi. 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N R! 1 N W ~ ~:U~ _d U W ~ F+ - U Q r x ¢ Q cn x w ~ x x H d 3 ' ~ J ~ a N ¢ w a • d a W R, u i a H Q Q w u I d~" H t l+ t=+ o o O ~ P O N ,5 U H Ca i 00 H v~ F~ E~ a ~1 ~ ~ , ~l ~T a U3 a ~ ~ p, ~ ~ c~ o cn ~ z Norn ~o ~ ~ H H ~ G~D co u~ O O(T ~0 r H x 3 ~+n • a cv ~ ~ 0 r~ N M O U1 r'1 ~7 ~ ~ (n H ~-i r'1 r~ 1~ (T r-d ~-1 r^I ~ Ul ~Y ~0 Q ~ ~ . r1 ~ . ~ 0 ~ V ~ ~ a ~ ~ Gr • W ~~r G • cn d ' oro F3 W ~c70 • y a ~ ~f~ ~C7t~ o~ N O 'i7 N ~ Q r+ .~L cq C7 U v A tj+ O~ C~+ ~ ~ i tn O in ~<7 9 W N PO ~ [V . Q H E v c7 O ~ ~ ~ U O G O . ~ y as Q O z ~ ~ + ~ ' ~ ~ ~ ~ ~ ~ ~ c1 ~ u1 ~ M tn a~ u'1 ~ U • ~ U • ~ •a 0 RI N O .71 r~ "tl .C w f~ ,C „u r1 N ~ N ~1 u u G ~ .~J ~ ~ i .~~N a ~ ~ ~ ~ 3t~N3,j w w 3~ 3 ~ ~J S ~ I ~ ~ J.N3w33Y':3 N D-LIa aN3 ~ - , 0 I 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 March 20, 2000 Mr. Ed Jennings, P.O. Box 200662 Denver, Colorado P.E. & P.L.S. 80220 The City of Ridge Re: Lot 15 @ 44 Industrial Park, 13651 West 43rd Drive - Approval of Final Drainage Report, and Grading/Erosion Control Plan Dear Mr. Jennings, This letter is to inform you that the final drainage report, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: l. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the drainage improvements the engineer,Mr. Ed Jennings, P.E. & P.L.S. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. Mr. Ed Jennings, P.E. & P.L.S. Page 2 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 43rd Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 43rd Avenue on a regular basis such that it is free of construction debris and tracking from construction traffic accessing the site. 6. If applicable, it will be the responsibility of the developer/owner, to provide the necessary testing for subgrade compaction, and other related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. If you have any questions, please contact me at 303-235-2868. Sincerely, Greg Knudson, M.P.A. City Engineer/Development Review Engineer cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Steve Nguyen, Traffic Engineer Darin Morgan, Codes Administrator Martin Orner, Planner John McGuire, City Surveyor James Jacobsen, Eng. Tech II File (3) 2/99 CITY OF WHEAT RIDGE LOT15-44IND-2.LTR MATERIALS SAMPLING AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorada All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector promptly as the results become available. On a weekly basis when testing is being performed, the developer shall fumish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colarado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, sidewalk AASHTO M145 sidewalk or pipe ixench and trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 or T180 1 per import material source by soil or materials type Embankxnent in-place density, 1 per 300 feet per lane per 8 Minimum density per soil Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures classification, Section 203.07 Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of irench per 2 Minimum density per soil Colorado Procedures foot vertical interval classification, Section 203.07 Aggregate base course in-place 1 per 300 feet per lane Minimum 95% of maximum density, Colorado Procedures density, T180 Lime treated subgrade in-place 1 per 300 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Marshall blow specified approved mix design Hot Bituminous Pavement in- 1 per 300 feet per lane per lift 92-96% of max. density except place densiTy, Colo. Procedures Grade F to be 90-95%, T209 Concrete compressive strength 1 per 100 cubic yards PCC pavement, shuctural AASHTO Procedures concrete, sidewalks and curbing Concrete air content and slump 1 per 50 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing I 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 60215 August 19, 1999 Custom Design Contractors 701 Kilmer Golden, CO 80401 The Ciry of ~~oF WHEqp,o i GWheat a m GRidge c°to R aoo Subject: Building Permit Application for High Plateau Truss Company To Whom It May Concern: l17~ The Planning Department has reviewed the submittal information for the above referenced Building Permit and is unable at this time to sign off on said application. Following are recommendations to expedite the Planning Department sign-off: 1. Landscaping Planning Staff recommends that the applicant contact the land developer (44t' Eldridge LLC) to understand what the developer's responsibilities are for landscaping the area adjacent to Highway 58. This may free up a lot of landscaping material the applicant was proposing for their south property line. The following are suggestions to address the landscape issue: A. The plans should cleazly show the plants for each location. As submitted, the type designation is not clear. B. The plans should be redesigned to show: a. the dispersal of landscape material (trees and shrubs) between the parking lot and the building, b. in the front yard grass area, c. along the entire length of fencing on both sides of `Gate #2'. C. Indicate the type of grass to be used in the `Turf area. 2. Metal Building Architectural Features This is an important issue for both the City and the applicant. While metal buildings are allowed per the Planned Industrial Development document, the City will require the applicant to address the building's design features for issuance of the Building Permit. This is especially true for structural steel buildings because ofthe monotony of their materials and lack of design features in the basic products. The following are suggestions to address the building architecture issue: A. Elevations should be submitted which show all materials used for the building. B. A color board/scheme needs to be submitted showing the building colors. (303) 234•5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235•2949 C. Design tools should be used to lend character to the building. This can include: a. offsetting roof lines between office and manufacturing areas, b. color bands for fascia areas c. recessed window and door areas or overhangs at window and door areas d. defined entry portico. 3. Separate application for sign permit will have to be made. 4. Plans need to show the trash enclosure location. 5. Plans need to show detail of "outside lighting" and whether the lighting is building or pole mounted. Please contact me at 303-235-2854 if you have any questions. Sincerely, ~2 d6l"~ Martm Orner Economic Development Specialist cc: A1 White, Director of Planning and Development ann Morgan, Codes Administrator :1 AN.2 1.1993 6:17A ;I N0. !6;i ; i+w+.~e:a~.R«:aw~..xa.Yi>xtw.xxy~xhrtrtv+xYxxw.txt~~wst#xwxxY+4wx:wrwrxwwv~r.W , JOB: 333999 µ2 2A;E: 1- ~ c:?IM_AT=/pESIGN/DRRErING SYS=E:1 „ * Version 5.0.7 C1/28i93 .+++i..+sf~..y.tw>r~e~a..waw~,~raw~,C.aR.aiaaAaaE.aORna~a«w~aa~~.t«...1~a3.a.a~. e'RTM? T'IH?....:t'2= :SytPh?~P1C311 WI6"_'H.........: 60.60 (rT) 8AY SPkCZNG...: 25.:C (?'T) LEET EAYE iiEAGiT....: 16.0000 (iTi RIGH: EP.YE HrIGFT...: ?6.OQp'} (f'p) .:E?T ~OOF SLCPE.....: 1.0004 (INlFT; nICA? ROaF SLOPE..... 1.0006 (IK/FTi FinK DIB;. FROM LEc?: 30.9000 (FT) A?GHT COL. 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W3ZS7.5 `JNIb.n"YiIC/N`JIS?G/3ZYW2S53 • [v~3~tta 566EEE ~aor , x1+~}TT~aa1'~Tit%tTf#xµ~ailyY~FTaiiTiTiatYY#}ZaawV.w}tap#faw.~.~i~+~~/M~rryYrYY.Tif4.f1+ ...,_,r.~.,..~.. <.•.V..-.,~,~:.,M,~.pm..~~.~...,~...__ :7...~,...,~...,,,,a._.....~._.~_ _ . . S:C QRj ~ ~ . ' - cl . .?yl OV ~7 . . . . . , . . . . 1 WE~G COR STEEL BUILDIN SYSTEMS l , 6800 E. Hampden Ave., Denver, CO 80224 W 0U J W Q (3 J 0 E Q ~ O W Z CE T LIJ ~ U BY: flEVI5101,t DATE: NOTES: J ¢ ~y F U~ ww r p Z c- 6~W JJZ ~ adw wz~ U3U Z « ~Ow DRWM JRB DWG 1 oF 4. rHa. r+ff: DOWNING LOADS 30/90 UBC PROl NO: 102899 scn~ DATE: 10-27-99 W O I - W < C `3 LL ~ Q T ~l ~ ~ L_L r L Q O ~ W z CE ,a 1, = J > . m I ~ gy, REVISION: DATE: FRONT ELEVATION ; NOTES: J < ~ ~LL UQ ww ~ ~ T 'U Q<w w JJZ Qd~ J a w Z w_r 4 Z 6 0 UOW DRAWN: I I ( JRB DWG: 2 OF 4 ' PROJ. REF.: DOWNING RFAR FI FVATION LOADS: 30/90 UBC - PROJ NO:FF 1 02899 r SCALE: 1/20„=l _0,. DATE: 10-27-99 A O , \ W ~J J W Q C) f • r FLOOR PLAN J ~ ~ / U V ~ m Q 0111 Z rr _ ~ W ~ J ~i U NOTES: J Q 6 ~LL UQ ~w =>C7 ¢ <ww JJZ ¢~C7 J aC7w w?r ZQQ 0UOw DRAWN: JRB DWG: 4 oF 4 oROJ. REF.: DOWNING LOADS: 30/90 UBC