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4865-4875-4885-4895 Ward Road
i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax �1 INSPECTION NOTICE Inspection Type: - 9 Job Address: a4 A' /O�-- Permit Number:L�C1IT1")qb s' ❑ No one available for inspection Time t-`QAWPM Re -Inspection required: YesNo 3 When corrections have been made, call for re -inspection at 303-234-5933 J l Date: -t(,' '! l Inspector: )O/G/ DO NOT REMOVE THIS NOTICE INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business days PERMIT: 9--Q 00, q5 ADDRESS: 4g65OM ra V( ,� JOB CODE: �ZJ Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMITXI � oI ADDRESS: 9,�� �v� �Q I��L JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works'`* 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* !o . f 418 Building Final Inspection ' Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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: "Z-ONJ - Job Address: L&,:5 (jX�2-%-7�3 Permit Number: -- CC) 17 do) 9_ y � ❑ No one available for inspection: Time G - / S ANT Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: AL, 17 Inspector: ',;W Iy1 DO NOT REMOVE THIS NOTICE 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 : -2 /--~/C/ Property Owner : MlSe't Property Address : 467~5 i0- 4b Qi -r~- ff-Q '0 , Contractor License No. : lZ64169 Company : ~~4 <t a~ P h o n e : '~j3-¢~ Phone :%?~73- 4-2L7-5105(~~;' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate. 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 alleqations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibili for compliance~ N) lin the Wheat Ridge Building Code QJ.B.C.) and all other appiicable Whea idge odin €s f r work under this pe it. ' J$1WMlER)(CONTRACTOR) SIGNED ~ `G%.DATE_~~~~ Description : 6,.'ZA-.(ri~ Sj'f'e- officf, ~+?6 s C3 Approval: 3,ti ~N-- Zoning: ✓~'y,y- f`~C. ~ffllnill c~L Approval : Approval: /Ko Occupancy : Walls : Electrical License No : 1 "3~ Company ~ % a Expiration Date : ~JZ6/~' Approval: ~ Construction Value : J. 3i0 30I. 019 PermitFee: b,7'O,e~ B ZRRr= use Tax: y, 3a3,~y~ Total :-V,90, 79-F,(qA, Use: ~J -&J951 Ce ~s 1 CIA~~ NT USE ONLY 3 )MAl-,v-~ , Rnofi-~" Stories ~ Plumbing License No : C Qj 0e? Company &j~ t(~d,l}! ~~,h,/h~ - i Expiration Date : ti/~L/Ql Approval: ~ 7-16-7- 04 ct 0601.S'5' SiC . Sq. 'i ~r ~i R~ur~,Efl b' Residential Unit Mechanical License No : Iq'7l~~ / Company : POT/~4,-'~44s 4KG, Expiration Date Approval : (1) This permlt was issuetl in accor0ance with Ne provisions set foRh in yopur application and is subject to the laws of the Slate of Colorado and to the Zoning Re9ulations antl Builtling Cotle of Wheat Ritl9e, Coloratlo or any olher applica0le ortlinances of the Ciry. (2) This pertnit shall expire if (A) the work authonzetl is not commenced within siuty (60) days from issue aate or (8) the building authorized is suspen4e0 or abandonetl for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normaty required, provitletl no changes have been or will be maae in lhe odginal plans and specifications and any suspension or abantlonment has not exceetletl one (1) yeac If changes are made or if suspension ar abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done Uat will change the natural Aow of water causin9 a tlrainage problem. (5) Contractor shall notiy the Builtling Inspecror twenry-four (24) hours in advance for all mspections and shall receive wnnen approval on inspeclion card before proceediing wiN successive phases of the job. (6) The issuance ot a permit or the appmval of drawings antl specifcations shall not be construed to be a permit for, nor an approval of, any violation of lhe provisions of the buildipgcopes orMy other ordinance, law, rule or regulation. Ru.g 06 ❑3 ❑2:12p OJRLR COMPFlNY 3034207931 p•1 OJAlA & COMPANY 5394 Marshall Street, Suite 400 Arvada, Colorado 80002 Telephone 303-420-5656 Fax 303-420-7931 To: r dV ~Qj! 11VHE±kT NME Fax No: f5t5 ' Z!5~? ' Phone No: '9~ ' 9,35' From: B1.UX-- 8-'a4~10 OJALA & COMPANY 5394 Marshall Street, Suite 400 Aivada, Colorado 80002 Re: 4f~-Ij; ~WLA.-~ 120M EXpAPI Z Pp,'a p-xft -1##t P°lRd t=AERMf/UN7 P99E ,i~M4",r r4 D'~'~-L i~ NVC6A ~ Date: 0,6 o~~05 We are sending __4_ pages, including this cover page. If you do not receive all of the pages, please call: 303-420-5656. flu.g ❑6 ❑3 02:12p OJRLR COMPHnY 3034207931 p.2 .VAnDIEfonur ~ ~ ~~~j f~~ NIT C-i Protecting Live:i Aud Properry Siace 1962 DATE: NO. OF PAGES (Includingcover) 5_ TO: O~l7~f~a4 :F C F.AX NLTIVIl3ER: .7Z5,3 - ~f20 - 773/ FROM: COMNiEIv'TS: 4S:i5 [sabell Str?e! • rioidea. Cotorado 30411$ • Phone M:il 379-2A2R • Fnv (^O::) :79-125' SB 39Vd 1d3Q 3813 1DYlOWUItl3 Z5Zt8LLE0E 9Z:6T 21661/6Tl10 Aug 06 03 02:12p OJRLF COMPRnY 3034207931 p•5 ~orni~ E ~,...~~.`.i::_ 1 ~ ~ , ~ Rug 06 03 02:13p OJALR COMPRnY 3034207931 p•6 , r~F~r.. _ ~ ~ j~ ' j~,, ~1;,/r,'jr ` E~``~i ~ " _f~'• 9 • . iL~' r~"-'`^ • vf i :~r., - P~ L ~ FE2MiT TRACKING r=ORM ADDRE55 DATE SUBMITTED PERMIT NUMBER~ ( TYPE OF PERMIT ~OI111 1 l' GON7RACTOR O ~TALN ` OD PHONE IYPE OF REQUEST phTE PEKMdiAYe'KOV@b . . REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION 7 YES NO N/A CONDITIONS OF DA7E IN DATE OUT BUILDING DEPARTMENT ~ - ka' O b~,-r ~ 2. bRRrC`T10 YZs TU DV~~In ~ ENGINEERING DEPARTMENT a - ' C) ❑ LITY AR13ORI57 ❑ POLIGE DEPAKTMENT ❑ SEN/ER DISTRICT a WATER DISTRIGf 5 A lb ~ City of Wheat Ridge Planning and Development Department Memorandum TO: Darin Morgan FROM: V/Meredith Reckert SUBJECT: Building permits - 4865, 4875, 4885 and 4895 Ward Road DATE: March 28, 2001 The following are conditions of approval for issuance of building permits for the above referenced addresses. 1. No obstructions to view between 36" and 84" will be allowed in the sight distance triangles for intersections of the north and south private streets with Ward Road. These sight triangles should be measured 25' along the private streets and 55' along Ward. 2. The department of Public Works must review and approve the tapers shown along the north side of Lot 1 on both the site plan and landscape plan. 3. A copy of the recorded access easement for use of the northern private street must be submitted for the building permit file(s). 4. All signage shall be by separate permit. t.. ~ ~I~~ ~ ~ a i~ ~i 433.16' a~ `ti S 00° 04' 21 " E I ~ s 9~ F~,~s, 161.58 271.58 I Y U p Q j ~m ~ j -,C~-t!~ ~ i I ',i ~ I ~ I I_ I ~ I I I 1 1,. i, I I I i i I i i E I I ~ , , I TREIJCH D~AIN ! I I I~ ~ ~ ~ ~ I NCH RAIN ~ ~ ' i ~ j w, _ _ _ T WALK ' 7" WALK 1~ PAD ~ z PATIO PA?10 PATIO PATIO 'Y. I ~ _ I ~ wareliouae ~ _ _ 405 s.(. / i ~ i II II II l~ . , ' BUILDING ~#3 II ; _ _ II 11 ~ ~ 4 ARD ~A D _ - _ ~ II BUILDING k4 II ~ 875 W 0 II w ' ~ II 4895 WARD RAOD I 7 • 15,715, 15 5O. F7. II I xm,...- ~ 15,942,750. FL II 51NGlE STORY CONCRt~E ~ su~iTa»rs~ SANItART I SINGLE STORYCONCRffE ~ R"BBON GLA55 OFFICE BIULDING I _ ~ M i II : ~ ' II II I ~ ~ RIBBON GIA55 OFFICE BIUlD1NG II ; _ . II II I ~ I Ili III it I I f ! , wA1E>iSERVICE II N ° II wAi~ II 3 I 0 ,f I I I;. ~ I Q I S E ~ _ ~ = Gassers _ _ _ ' GA<S ~ _ 7 ~ ~ .OV ~ .mss s~ as 30 I - ~ ry I I AWY ~ i ~ I _ yan yav _ _ acv nav vav vay vm~ . _ _ _ _ I - ~ , I I i ~ I 1 I ~ i i H 1 C P I ~ I ~ i NC AMP ~ I i ~ I I ( I HC RdMP ~ 1 i I I i ~ ~ I ~J ~ I I i { 1 ~ ~ I I i 1 ( I i i 1 ~ i I S ~ ~ ~ ~ i i I { I I i, I i ! ~ ~ ~ ~ i ( ~ I f ~ I I , r ~ ~ ( i J ~ I i I I i i I i ~ v I I 4 I N > I O~ a ~ lT ~ 1 FN ~ ~ I I ~ _ I I I i, ( i j! I I i I I I ~ i I q ~ I i~ ~ I ! I I i~ a I I i I ~ i I I I I i l; 1 ~ ~ ~ ~ I I I 3a-a wRtE , i ~ ~ j a ~ i I I I I F I i I ~ ~ LT i l ~ I I ~ ~ p ; j i ; ~ ~ lT s S RCCES DRIVE E lT ' ' N N- CIUSIUE I or I _ _ _ ~ o ti ~ ~ IllTY EMENi O ~ sroPSrsH y~ Il IG S ~ IGN-~ R1N~ ^I't_ --SIGHT~AI!1~ - - - - ~'P HC RAMP p Q ~ ~ O ' A ~ 296.56 W 3 271.58 'Qq ~ p PRNATE ORNE S RN ' ° 0 00 04 21 E PRNaTE o E o d S 0~ 04 21 E Z Q S y ~ , HC RAMP K1~ - - - - - - - - - - - n- SfOPSIGN' S° ~ ! r BUODII~SIGN SIGNTIRI~;LE - - B~ING311 CP 0 ~6 ~ r _ oLT I ~ LT ~ ~ ~ p ~ ~ !T LTI , j 2 I I ~ ~ ~ I , ~ I I ~ ~ , . ~ ~ I i I i i rN mm zt ~ ~ o I o~ ~ I i~ I ' I I i~ I ~ I I I ~1'. ~ 1 1 r ~ i ~ . ~ I I j i i l 1 I ' I i I ~ ~i ( i a KAISER ERAMENTE ~ ~ I I i I _ I ~ ~ I 1 I ~ I I ` i ~ i~ ~ ( i ( I ~ I j F. i ~ i ~ I I ( i i I. ~ ( /i J PARKIN 30'-0' PPJUATf _ E j I I HC I~l1MP I ~ I NC P ~ ~ I ACCESS DRIVE I _ . _ _ ~ _ _ _ R9^ _ ~ ~7 fy - f ~uAty ~p ~VI~11 ~ ~ . nC4-'f`-7ff6fi' f4~, ash- ~.4 t_v, . EtSEMENt { ~ W t 1 ~ , j Q1 ~ ,j~ ~ ~ ~ ~ GA3SE7~E ; , M ~ ~ I 00 I ~ ~ ~ , , , ; ' / M ' ~tD i II wRrr~sE~ II _ I~ , ~ ~ , , a ~ ~ ~ ~ ~ ~ ~ ~r _ I ~ N I M ~ .i,' / i a N II II II / r / ~ , , ~ ~ , , ~ , ~ r ~ i II ~ 11 / / / i I,4~16~N~ i 1 ' ° i BUILDING;k2 rn ' ~ i f ~ i i ~ ,i IL ~ / / , ~ 11 - ~ II ~ ~ oo , ,,i WA 9 Ao ~ ' - ~ ~ 4865 WARD RAOD L ~ ' ~r. , rf a HlraarsE~R , ARY sA sup , ~ _ , z ~ i II 15,942,150, F1, ~ ; ~ r ~ i ~ , I - I ~ ~ f ' II 51NGlE STORYCONCR~TE ~ II ; ' . ~ J ; ' i ~ ! ~ ~ w / ~ ~ I6~ON F~~IUI~I ~ ' ~ J ~ ~ , ~ ! ~ II ~I II IC ~ , ; ~ / ; ~ ~ , i i , I ~ ,,BBON G1A55 OFFICE BIUIDING ' R ~ i ~ ~ % i ~i r ~ ~~i ~ / i ' i ~ ' II If ~ ' ~ , , II / i ~i i i ~ ~ ~ I ~ ~ ~ ; ~ ~ , ; ; ; QQ q b ~ ~ % ~ ' / ~ ' . ~ ' % % I, ~ ~ ~ ! Q Q PATIO r?ELEPHDNE~1'VIt~ PATIO PATIO i~ - ~ ' ! ; PAT10 Z 1 PAD T (1~ r u°C Y rn t 'z p U l LANDSCAPE RETAINING WALL ~ TRASH O ~ ~ LO ~ Y" „ LANDSCA>~c RETAINNG WALL PAD ENCLOSURE p ~ ~ ~ ~ tf? W ~ ~5 I I Q ~ ` ~ ! ~ ~ 271,58 Q ~ 1 a 9 ~ I ~ ! 3 o I II ~ ! mo - S QO 04 21 E _ © 1 00 04 21 E N 00 4 2 I W ~ - - i ~ _ ~ ~ .:EXISTtNG:VVAtK - _ _ ~s =:EXISTINGVYALK.. ~ . 30-0' OVERHEAD POVWRIINE 51TE MONUMENT SIGN 5 45.7 4' DEDICATED TO THE COUNTY OF JEFFERSON BY DEED RECORDED UNDER Ch _ _ _ ~ cn ' " RECEPTION N0.88032984 ~ u~m 4 S 00 04 21 E C7~ ~ 2 RCP STORM SEWER i8 WATER MAIN to ~ ~ Z EXISTING ACCELIERATIONI DECELERATION LANE N O o 'p 30'X30' TRIANGLE UTILITY EASEMENT ~ ~ - O $ z N O ~ - ~ ~ ~ ~ ~w~ t-,_a_.. Z HWY NO. 72 ~)I I C FLAN WARD ROAD - (R.O W. VARIES) - SITE PLAN ~ S 4 1 a1"m NE COR. NW114, SEC. 20 o A.K.A. NORTH QTR. COR. $ SEC. 20, T.3 S., T.69 W. 1 " 301-0'I NORTN\~' i! EID LU > Q a 00 d cn _ , ~ ~ 433.16 ~ ~ ~ ~y '~G , „ „ ~ s .9 S 00 04 21 E CGS - I F ~ 161.58 ~F 271.58 U ~ ®4 ~ O CT] I I I 9 ! N RAIN ~ I I t1') ~ I I ; ~ ~ ~ TR~ CH ~ I ~ I CH D N S ~ f { L I ~ ~ I ~ I ~ ~ I I , i i~ ~ ~ ~ ~ i I I i~ I I ~ ~ ~ , 1"WALK rwatK P~ _ _ _ _ ~ ( ~ PAT10 % , - ~ % i ~ " ~ PATIO PATIO - lT - ~ ~ i , ~ / _ _ _ . _ _ _ _ ° PATIO ( ~ i ~ ~ / ~ l ~ - - s - ~ i / ~ ~ ; i ~ / / / ~ / , ~ S ~ ~ ~ ~ i / i / / 1 ~ / f _ ~ i ~ 40'S' : , % ~ i ~ ~ II ~ ` / ~r / II II . / , ~ , ~ BUIIDI~l~# ~ i ~r~ I,9U.% r` i ~ i 61" ~ it _ _ 4 ~ , , R o t ~ ~ ' j ~ w II 1~;13~,F1 ; ~ ~ ~ ~ ~11 ' II 4895 WARD i ~ , , , ~ ~ : , ; " RAOD ~ ~ ~ ; ~ , ~ ~ r ; " s~lr~rs~ ~rrAR1' 15,942,7 SQ, Fi, I i ~ / ~ ~ II : : y , l / ~ ~ ~ ~ ~ it ~ ~ / ~ / - ~V ~ ~ rJ~. YJ ~ ~ I ~ ~ / i , ~ ~ r , ~ ; ~ ,r ; ~ , ~ , ~ ~ , _ _ ~ SINGLE STORY r;ONCR~fE # / % I i / ~ i / i~ i i ~ I / / i' ~ : ~ i i II ; , , , ~ / , ; ~ ~ ; ~ ; N ~ RIBBON GUlSS Of"riCE BUULDING II : f / ` ~ / / / ~ : / / ~ / j ~ ~ / i ~ ~ / i % ~ ~ ~ ~ ~ ~ OQ ~ II I r / ~ ~ 'III ~ I I f ' ~ i , ii 3 I 0 I ~ . ; , i ; ~ _ WA ~ ~ i i { ~ r ~ / ~ / % ~ r' ~ / i' I N , T6iSERYICE /i ~ i ~ II /l ~ ~ ~ / ~ ~ s ~ / ~ rn II ~ ~ ~ ' / ~ l / , 1 SE _ / / f ~ i ~ / _ i ~~r~ - i I ~ ~ ~ i / ~ ~ ~ ~ / 30.00 I _ = _ _ ~ z ° =a = s¢ ma ~ I ~ AWY. ~,w ~ I ~ HC CAMP ~ i ~ ~ ~ ; HC RAt~ ~ ! ! r ~ - j I~ ~ I i ~ I ~ I ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ I Q ! r' i I Nz I , O~ a ~ Li I ~ FN fH I - f ± F i ~ ! I I I q ~ ~ i ~ ~ ~ ~ a ~ ~ I i I C ~ j~ i! j t I I , I ~ I ~a~ RIVATE I ~ I ~ ❑ I i F S R DPJVE ! li . L i I ~ ~ ; ; S ~ CC I Vii i I I 1 I 0 q i l o lT i NON CLU5IVE ~ _ _ _ IUiY EMEN1 ~ i 0 \ STOP SIGN - ~i . IL S~ ; I IG~ - - - -SIGHT.II~ANGt~- - - - - - - - - QIl1lQlNC~ ~,p HC RAMP O Q - - - - ~ - - - - a - - - - - SIGI~I-tRIANGIE F ~ 3 2 a O , 0 9.56 . _ w ~ 271.58 ~ - - - s e „ PRNATEDRNE O d S OO Q4 0 - r- ti HC RAMP 21 E O 4 $ O O 4 PRNATE DRNE 0 21 E A,,~ M-D-._,._ _ z M ~ BUEDING SIGN SIGHT 1RIA ~ - - - - - - Q- - - ~ NGLE - BULL 3~FI S It,~'-~ 0 6` E ' i t~ _ _ _ _ I ~ Ili ~ ~ - i i i ~ i " p li ~ - - - _ . _ I ~ i } ~ ! ! i I I ❑ ! i i li ~ ! ! Lis i - ~ ~ ~ ~ I i i I ~ I I ! ~ I ! I I i I I r~ i ~ ~ ~ ~ ~m I o~ °m A ~ I ! I ~ ~I ,I~ ~ i I I I I ~ I I ~ ~ i ~ I I C I ~ I~:~ KAISER ERAMENTE ~1 i ~ ~ i ~ I I ~ j ~ I _ I I i I ~ I ~ ~ PARKIN ~ i i ~ I j ( ~ ~ I ~ i ~ j I , I , ~ j r 30'-0"PRIVRTE - i ~ ~ I { ~ f ~ i ~ i i ~ ~ ~ i ~ I ! HC (RAMP I i i ACCf~S DRIVE HC MP HC F.ASEMENi ~ t~ n I L/J I i = a a ~ : a I ' I _ ~ _ k' c0 ~ II T I z • N II wRTER'ERVDE II _ _ _ ° _ ' II r~ T TIMER SEkNCE a N I II ~ N r II ~ t!') II . z~ W~ II _ II ~ N, II " I II BUILDING #2 BUILDING # I II ~ II ~ ao _ i U II " X865 WARD RAOD L 4885 WARD RAOD ~ I s~~~ " II ~5,942,7SO, E1. z 16,073.E S0. Ff. ~ I -w ~ - ~ II SINGU. STORY CONCRf~(E # II ; ' p SINGLE STORY CONCRETE 4 L ~ ~ I ~ ~ II ~ ~ ~ II ! - _ - I RI880N GLASS OFFICE BIU I ~ RIBBO MASS OFFICE BUULDING , II l.D NG " ~.S? II 2,055 s.f, ffi I) ~ i-~ ~ ~ II ~ ii ; ~ I tT a I ~ ~ ~ ~ ~ I Z 10.00 PATIO TEIEPIIOtE~41CE - - PAT10 PATIO T~IIpE PAT10 i _ I _ I sE eAeK _ _ _ - _ _ , _ _ -Ty ~ ~r PfO a n C i~~~ o~g Y LANDSCAPE RETAINING WALL ~ U 1~iR TRASH O ~ ~.Rm LANDSCAPERETAIhGWALL PAO ENCLOSURE ' m I Q` . ~ p ~ b 89' Q z ~W 7 ~ ~ ~ 271.58 ~ ~ o i a ~ , „ , „ N 00 4 21 W ~ s 0 ~a 3 O 04 21 E o - S 00 04 21 E _ _ _ r _ - ~ era E~1StIN~G-1NAL1C. _ _ c - ~~e _ s; EiXISTINGWALK , _ w_a .J ~ 3d-0' OVERHEAD POWERLINE 51TE MONUMENT SIGN ' DEDICATED TO THE COUNTY OF JEFFERSON 545.74 4~ ~ rN ~ BY DEEDRECORDEDUN~R - I ~ m 24 RCP STORM SEWE~ " ~ ~ 18 WATER MAIN S O O O 4 21 E RECEPTION N0.88032964 ° rl ~ Z c T EXISTING ACCELLERATION/DECELERATION LANE ` N o 0 3X30' TRIANGLE UTILITY EASEMENT C.J~ ~ o „ ~ - ~ ffi~ ~ ~ ~ ~W~ Z; ~ ~ HWY N0.72 WARD ROAD 51TF PLAN (R.Q.W VARIES) - - - - - - - ~Lai@ c NE CQR. ~o fi „ SITE PLAN NW114, SEC. 20 0 ~ NORTH QTR. 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D .M RC B: M M AP M AL AL D M AP M F M ,B RC M At M M AP g s 2 i 2~ 2 2 r ~ A ~ 7_~ i I ~ I I I 2 I 2 f 2 ) I ~ I 2/ 1 2~ ~ I I I ~ 2 1 2 I 2 I /j ~1 s ~ % I vq.,, p PROPOSED ADDENDUM TO SIGNAGE PROGRAM OFFICIAL DEVELOPMENT PLAN TFIE WARD ROAD AND 48T" OFFICE PARK 10/26/O1 Sheet AI of 4- SIGNAGE Master Sign Plan Progam: Items 1 and 2 remain the sarne. Item 3 amended as follows; Instead of white vinyl cut ]ettering to be adhered to the glass at entries we propose to allow each building to have plastic or metal individual cut letters. Maximu*n height of lettering to be 18" vertical. In co]or if requested to be approved by building management. Iztters to be raised pedesKal mounted and may be lighted by ground mounted lighting. Area of sign not to exceed.3 square feet per linear foot of frontage. Building frontage x 3 sq. ft. / l.f. = 64 sq. ft. per building. All signage to be approved by building management Totat square footage of all signage remains dhe same. pjala & Company - Architecwrr/Developer - PaBe 1 of 1 ?500 West 29th Avenue Wheat Ridge, Colorado Telephone 303/ 235-2846 luly 16, 2001 OFFICIAL ADDRESS NOTIFICATION Ridge NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Kaiser Foundation OLD ADDRESS: Vacant NEW ADDRESS: _ 4855. 4865, 4875 & 4885 Ward Road (4 lots) SUBDIVISION:_ Kaiser Permanente Subdivision FilinQ No. 2 LEGAL DESCRIPTION: A pazcel of land being a part of the Southwest one-quarter of Section 17, Township 3 South, range 69 West of the 6th Principal Meridian, County oFJefferson, State of Colorado, being more particularly described as follows: (for the purpose of this legal description, the north-south centerline of said Section 17 beazs NO0 °04'21 "W.) Beginning at the SE comer of the SW 1/4 of said Section 17; thence S89°26'48"W along the south line of said SW1/4 a distance of 70.00 feet to a point on the west right-of-way line of Ward Road, which point is also on the east line of Lot 1, Block 1, Kaiser Permanente Subdivision Filing No. 1; thence NO0°04'21 "W along the east line of said lot 1, block 1, a distance of 78.85 feet to the northeast corner of said lot 1, block l, which point is also the true point of beginning; thence S89°21'S4"W along the northerly line of said lot 1, block 1, a distance of 223.11 feet; thence S45 °02'32"W along the northerly line of said lot 1, block 1, a distance of 28.63 feet; thence departing the northerly line of said lot 1, block l, S39°21'S4"W, a distance of 120.44 feet; thence N45 025'25"W, a distance of 193.75 feet; thence NO0°04'21 "W, a distance of 433.17 feet to the north line of that pazcel of land as described in Reception No. 92168151, Jefferson County records; thence N89°55'39"E, 501.66 feet along said north line to a point 70.00 feet west of the east line of the S W 1/4 of said Section 17, which point is also on the west right-of-way line of Ward Road; thence S00°04'21"E along said west right-of-way line, a distance of 545.75 feet, more or less, to the true point of beginning. Containing 270,905 squaze feet or 6.219 acres, more or less. Th~ C~h; ~r Wheat AUTHORIZED BY: DA'TE: '1 lv ci.~ D?STRIBUTIflN: 4. 5. 6. 7. 8. 9. 10 11 12 Property Owners Jefferson County Assessor, AT'IN: Data Control, 100 Jefferson County Parkway, Golden, 30419 Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 Public Service Co., ATTN: Correspondence, 990 Bannock St., Denver, 80204 U.S. West, Attn: Shirley Campbeil, 12121 Grant Street, Room 601, Thomton, CO 80241 Water District: Vallev Water Sanitation District: Fruitdale Fire District: Fairmont Wheat Ridge Planning Division Log File Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" / ~ l~,~ ~ I' ~ I KA!SEA PEAMANENTE SCBDIVISIO-N FILI-NG N0. ? rivAL ?L.ar 7CVNSHIPrt7 SGUTH, ~,PAN(~VSg t/EST, pf' 7hE 67H PRINClpAL NER(DIAN, L!'Y GF VFfAt RfDGZ C~.ZMTY CF .,fF%f.?S:N. Si A Tc CF C~CORACC ~ iC "~DI rq 92'.0~?]] :.avEtcC'_CxliiVtC+o'!ry: ]p+.r- ~n . 1v1~ yriC~ Zd : InG j ~snm e ~ :wnc . .u ~tro ' I i " •.~.ia .'mn`a`rK::a`~~ ` ~v ur _ _ _ _ _ _I , . v..f. ...i.. . _ _ _ ' - _ ~ _ _ - _ _ _ _ - _ _ _ _ . ' ' ~ . . _ _ ~...o.~l~ \ ~ ~ I ,....t~ ' ' _ _ ....~.°no ~ • • . ~ ~ ~ I .s m.. I . •r r¢+ I 11 . ~v ~ WT f ^}`.I .LI ~1CL _I . 'yL . ~u QJ N I tYi (r~~r ~d ~ti ~ ! ~w~ L.i. I., zz o ; ~ _ _ _ _ ~ J T ~ ~ rn, l .v...r _E. r c LoT3 t1~'112 ` ..r. `p~ . i ~ `~S I•I ✓ t ZJSS ~ ~I I Sellarda mrmnn~c wcm~ 4' ~ ~ ` ~ . . I IYt • . k :+NO mxK`:oat / y p c I ' riRuP. InC. 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CURB I o AND G TER ~ I o I C.g C-6 I 2 2 c-s c•s ryY,l 2 2 c•s ; 2 c-s C-6 I I I c 2 c-t c•s I O c•~ . 2 ;I I , c•s i I 461h AV - - - E. I w PRIVATE DR'IV ~ I - - E C•6 . II I PLACE 3 S.Y. OF 5 ( 5 II II II TYPE M RIPRAP C•6 2 C•6 II 4 II II r _ csEE DETAIL n, sHT. c-7) c-s . it c-s II II 1-~ £ ' I ~ :M x II II Z`i II I f BUILDING #2 II II ll 14 FF. ELEV. 73.13 II II II C•T II II II Y` II 413 L.F. OF 3' HIGH II I) _ ~ ~s II MSE WALL (BY OTHERS) II I II : I 2 ~s, - - _ 7 C•6 MANHOLE 31 L.F. OF 18 RCP ~ ,T (CONNECT TO ~ 4qa - C COLORADO LAW (SENATE BILL. 93-1551 ExIsT. PIPET hr , REQUIRES PERSONS TO NOTIFY THE ; ; I 4 ~ INV. EL. 6 T! T T TI T ~E` OUTLET STRUCTURE FOR OUTFACE PROTECTION F RAD I (SEE DETAIL, SHT. C- i PLACE 21 S.Y. OF 2 BUSINESS DAYS PRIOR TO MAKING TYPE 'M' RIPRAP DETAIL II, SHT. C-~) INV. EL. 67.0 94 L.F. OF 18" OR BEGINNING AN EXCAVATION. R RCP ~ I.Oga WI NOTIFICATION MAY BE MADE BY CALLING: F.E.S. EA H N C E D I FH I NORTH Sellards CONSULTING CIVIL ENGINEERS / & LAND SURVEYORS SITE PLAN Grigg, Inc. 390 Union Boulevard Phone: 303-986-1444 30 0 30 60 Suite 630 FAX: 303-986-0994 I"=30' Lakewood, Colorado 80228 E-MAIL sandginc@eorthlink.net scole feet COPYRIGHT Q 2000 i _ _ _ , I , _ _ ASPHALT PARKING l . - X,. ~4.. , LOT d m FLOW ~ y < i ! -*+t NEW GRADE ~ ~ ~ , ! ~ 2 O ~ W p t0 z > ~ ~ ,r ~ EXIST. GRADE ~ a , C Z 0 i r O Q ~ t, e~ ~ Z W ~ M ~ ~ , ~ F ~ O ~ U O G E~Q= I SECTION G ~ Q a a w 80 SCALE: I"=5' HORIZ. ~ 6 - o~~W . t I"=2' VERT. ~ V 3 a v - , . 80.81 79.68 79,35 ~ 80.25 4~' I p si } f= 4 9.56' 80.44 79.25 ~ 80.06 , ' 78.94 % 79.05 , ~ 9.46 , _L 79 7,9,71 ~ a 78.84 ,,l ~p 80 25 7 ,12 79, I i . ~._.m 80 63 78,44 79,09 7 . 6 7 78,84 7 , 9.68 S 78.24 80.80 81.02 81,E I 78 80 4 , _ _ ~ - - - - 1,65x - - a~ 8i.9 x b - - 0 ' 77 0 % , II II , I ~ I r II II 76.65 - 'II ' II I _ II t ~II II II , BUI~.DING #3 I I I~, ~ BU ~D NG #4 ~ a I F.F. ELEV. 80.82 ~ ~ 11 i , F,F, EIEV. 62,00 II'. J I w , u r ~ I II ~ II , c~ , I 75.67 ~ II II ' co it 75.37 I II I I - II I I II s,.. II 1 II II _ = y x x 81.90 ~ = _ . = s ,7z ~ - 8 .72 7 7 x8 .72 78.23 79.08 7 , 5 80.47 .95 x . I 80.47 x 4 8.3 81.82 ; 73.:97 8.94 I 4.88 77, 7 .8 ~ 9. 2 79 83 7 ,43 79.6 81.2 o. 6 8 .6 8120' 12 77.7 , w ; . ~ .03., _ 77 7 e ~ ~ a . 7 , 3 77.98 78.48 ~ _C1fi.,b 79 62~_. 80,32 , 81. I F 76, 0 77.88 7 .I ~ ~ ~ t' o ~3 b~ H 73.4 7 ,0 n 79:r4.. ~.w. 4..09 7 .5 ~8, . 7 ❑ 26 7 4 79.2 ~ ❑ 8. ,45 , 80 49 814E a , . 7 ~ ~ 76.86 a 73.98 ~ o ~ 73. 4 ~ 6 6 69 77.~~; a I o 73, 73,18 75. 76.48 gZ 75.5$ `5,~~0. ° ~ 77.20 78.49 ' 7 , 1 I 93 i a ~ 75.15 7 78:02. ,f~fi9.4 78.95 - - . 72.~ 4 ~ 78.36 7 ?5.12 a I ~ 4.25 i. 71.95 7~~9'8 78.68,,,r~'' ,u • ' 78.19 ~ ~ 78.9 73 42 7 4 3.6 4 38 7 7 85 7 7 , 2. 6 a 7B.I~y~' a 7i. 73.9-, ti ra °'78.47 s"~ 7 7 i . 7~ ~ 73.08 7 . 74. I ; .66 7 ~ ~ ; 74.2~i .s 7 ' ~;ol 78.3a ~ , ~ i . . ~ - , 71.22 _ w _ ~ n~ ~ w~ ~ 73.28 1 I pz 4.58 7 76 ~ .ZB. 7I. 7 ~ 2,90,E ~ ~ ' A ~ ry. 7 .2~ r i 70.3 71, 2 73.87 a~ 77 72 23 72 56 s 76.5 ` 74,1 8.1 72.87 °-•,,..78.09 x 3,17 7.7, 79 7 .22 I , x 72,7 74,00 74.6 8 . 7 7 . _ ~ _ 78 4 x - - - - - - 7 7 :72,4 l 64 o,~ x , _ , 'r r 11 ~ - II II - - I u I II II I ' II II I) , II ' ~ II y II ` I N ~ ~ II ~.v ~~~~~.B~~ILDING #I ~ ~ F ~ _ FF. EIEU. 73.13 II II r y ~ II F.F, f~:EV. 7$.t4 II I ~ ~ , / ~ ; . o _ II N _ II II - YII Y II II ; f II - II - r 1 ~ ~ - ti - - 72 _ - 1 7i ~ ~ ` ' + . ~ ~s~ , , 70 70 _ _ _ ~ ~ _ - _ - r ~ ~ 77 ~.71 70.9 76 ' ~ 70 7 ` ' ~ 69 5 , s f4 73 ' ~ ~ 7i 56 72.10 I rr 72 ~ 71,' 1 ~ ~ 70 ~ ,7 ` 68 d . 70 , , ~0 , ~ 7 71 ' , , ' ~ 2 ~ 72 ~ ~ ~ 7 a- -6 3 73 i ~ ~ 74 ~ ! ~ X74 71 I _ r~-~, r__., ~ , ,t a I n ' I D E ~ , NORTH Sellards CONSULTING CIVIL ENGINEERS / & LAND SURVEYORS GRADING PLAN Grigg, Inc. C-2 30 0 30 60 390 Union Boulevard Phone: 303-986-1444 I"=30' Suite 630 FAX: 303-986-0994 scole feet Lakewood, Colorado 80228 E-MAIL sandginc@earthlink,, et COPYRIGHT C 2000 _ _ _ =a ~ - -a ~ rn -t I _ ~ I. SANITARY SERVICES- 5' BELOW FF, a a ~ ( ~ 2, E-MAIL SITE WITH SPOTS s I m °z B FF TO OJALA. SNOW 1, WHERE. WE WANT W N t0 D ~ ~ ~ ~ TO MOVE REFERENCE ~ I c FORGED BRASS CAST IRON CAR ~ z °o ~ ~ z TYPE TOP LID TRANFORMER R BLDG. ~3. G') rn ~ ~ PENTAGON BOLT ~ Q ~ c INSTALL LID I12" ABOVE GROUND Z a M I U O p METER PIT RING e ~ ~ M I LOCKING ALUMINUM OR CAST IRON ~ z ~ ~ SCREW (SEE MS-24) GENERAL NOTES ~ o = 16 ~ .5g 433.16 Q------ 271.58 - I F R ~ a a. x O INSTALLATION ~ S 00. 04 21 E E s oo. oa 21 E o IN ROADWAYS,ORIVEWAYS, N a: W ; I m ° SIDEWALKS OR PARKING 3 ~ / I ' AREAS PRIbR APPROVAL o - - ao REOUIRED. u W I f o W I i ~ ~ ° 2.) NO CONCRETE F140R ~ ~ / ~ ~ ~ c a ~-VALVE N P~TLOWED IN METER W J O ~ _ n ~ ~ I I' ~ ? = H t- q H ~ ~ o w ~ 3.) ACCORDING TO SECTION, ~ o METER PIT SHALL o I I ~ ~ i ~ ~ ~ BE CONSTRUCTED OF I h ~ ~ o i o ~ ~ ANY .COMBINATION pF - ~ ~ ,~q ~ - - - - ~ Z Z o ~ CONCRETE RINGS TOTAL x ~ ! a 48 IN LENGTH. y~. _ - _ _ ^ O a 5'-0" MIN 4.) ADJUSTMENT RINGS I I I SHALL BE 2",3",4", OR NO CONNEC 10 S 6" IN HEIGHT AND SHALL ~ II II li I I ~ II ~ I P I 11 IP' • ~ ° TBHE DOME AND TOPE R NG. CLEANOUT II I I ~ ~ ( CLEANOUT II (SEE DETAIU II II a D d (SEE DETAIL) II N e 5.) NO CONNECTIONS OR SITE UTILITY CONTRACTOR w II ° TYPE K' FLOW CHANGES IN PIPE ( TO PROVIDE FOR 10' T = 2q° MIN. P SITE UTILITY CONTRACTOR EX RA 5L0 E ON , I ~ TO PROVIDE FOR 10 EXTRA COPPER DIAMETER SHALL BE ~ y MADE IN THE METER I I i/2 SERVICE LINE FROM 2~° MIN, SLOPE ON II II ALL V SERVICES I I V2 SERVICE LINE FROM II 5' OUTSIDE BUILDING. A A IT RY SANITARY SEWER , PIT OR IN THE I LL S N A SEWER cv 5 OUTSIDE BUILDING. II I (COIL AND TAPE) (vt I 2" 24" 2' D15TANCE OF FIVE I SERVICES II ~ II i II I ,n TiE 4 SERVICES INTO (CO L AND TAPE) FEET BEYOND THE METER, PIT WALL ON THE OUTLET I I II N o• II „ I m PLUGGED 8 X 4 WYES I) - - II ao II - = II 1 z - P P SIDE. ~ METER SIZ A 8 G 0 ~~°O~,AU ~ o,~f~ 27.05' - 6.) LAWN SPRINKLER ~ ~w~' 5/B"x 3/a" 02-5/8^ 7-13116' 7-13/Is" a^ CONNECTIONS SHALL w;~ ETBACK - _ I 5 I I BE A MINIMUM OF ~ ~ ~ r` I _ I 3/a" la-va^ 8-5/16° 8-~5ns" 5' r.~ ~ I ~ FIVE FEET FROM THE I^ r7-va" II-ups' II-va^ s^ METER PIT WALL ON .,`'~1r~«,n N ~ I r, - s W N O I ' r ~ N a I E MANN ~4 LE I I ~ bF FH ~ I ~ - ❑ 0 p o . ~ -x-15 - ~ ( I WATER METER (SEE DETAIU I" WATER METER (SEE DETAI) ( L ~ INCREASE TO I I/2 296.56 ~'ATER (VALLEY WATER pISTRICT) INCREASE TO I i/2" 271,58 5' BEYOND THE METER S 00? 04' 21" E 5' BEYOND THE METER ' " ~S, 00? 04 21 E ~i ~ \ ~ I T # 5 REBAR 0 ~ r^li~ I L# 9010 INCREASE TQ I I/2" q ' Y ND TH MET R I ■t P. I I'~' 5 i I 1 TO B I i E DES GNED '1 I BY VALLEYWATER I DISTRICT I I _1 I ~ W I i L M ~ I N lU ~ r _ i I I:. - C~ T l~ ~ - Cf = _ I 12 WA ER MAIN ~ ~I - II II z TO BE DESIGNED - I~ BY FRUITDAL II II E v SEWER (TRI T SITE UTILITY CONTRACTOR f II T II °D - II D S C I S# E UTILITY CONTRACTOR ~ TO PROVIDE FOR 10 EXTRA II II TO PROVIDE FOR 10' EXTRA II M II ~ ~ -1- r I I/2 SERVICE LINE FROM I) 1' ~ I V2 SERVICE LINE FROM II ~ - II 5' OUTSIDE BUILDIN (I G 5 OUTSIDE BUILDING, (COIL AND TAPE) 'Yr II (COIL AND TAPEI I) 2°/° MIN. P ~ ~ I SLO E ON I II I 3 ALL V SERVICE ~ I aw II S II ~ SANITARY SEWER i 2q° MIN. SLOPE ON z II II 3 ROP INLET ALL SANITARY SEWER II ~ w I TI 4" ( } GR TE _ .57 ~ E SERVICE INTO II INV = 64. SERVICES I II PLUGGED 8" X 4" WY i ,I a ES , I ~ ~f'~~ - - - _ I u.. ~ ti------ - d - ~ ~ - - _ - - - . z - _ - - - l , 'i ,fir, , I 5' URB INLET ~ ~ ~ F = fi7 0 ~ ' I IN = 6~. I .P. FD. S L TRAFFIC POLE SWITCH BOX 78.93' GUv 74, ' TPEO . , Z 16 ~,,P,- _ _ _ _ _ _ 7 . 12' SUB OUT ..oa;.~~,.~1, w - - - - - . . - - - ~P.P. , - - - - - 2 158 P.P. 04' 21' E ~kH 4 4' ~ i • , * ~ ? ~ w _ - W OVERHEAD POWERLINE S 00. 04 21 E I 55'-0' SET N/D . W W W ~ LS # 9010 . 24 RCP STORM SEWER ~ ~ v 16 WATER MAIN o ~ i 0 o i OF 'I i~ -12' WATER MAIN v vv V1-800-922-1987 V ZE scale feel oolor 1INV = Imolf Sellards CONSULTING CIVIL ENGINEERS / ~ S5 NE COR. NWI/4 SEC. 0 H & LAND SURVEYORS r Q2 A.K.A. NORTH 6TR. C R. 398 L.F. 8 SANITARY SEWER LINE SM $8 RIM = SEC. 20, T.3 S., T.69 1W. i _ NV 4671.8f .UTILITY PLAIN 5 I m ~ ~n :.,r r ~ r r t 4 r ~ ~ h ~ ~ ~ ( ~ ~ ~ i i r ' 7, _ ! , i ~~j it s n,~% __.v . i, ( I ' i i r'-. i 4 1, ~q „y". ~ "yti.u 4, ~ ..,e 5 / M1 f, SILT FENCE I SEE DETAIL I THIS SHEET ~ r j f Y 'i I , - - - - is 4~. II N ;II I _ . _ W II II ' .y ~~l _ ~ ~I II II , r I ~ . II II I~ h Ile II - , II'',. I I ~ n I , II -..u.. I ~ II II II II II t I i I II II r,., . II I 1 I II I II ~ II I ~W l - - I i ~ i . ~ J I -_-b , . ,AJ I ~ .,g ti ~FH FH ~ I FH o _v a I .w ~ o a ~ r~ I I I b, i k .u ~ ~ 0 W p . a,f , r I I ~ II I l ~ - I ~ I _ ~ ~ .K II I I z _ ~ _ _ . _ N t~ ~ ` L II ~ ~ . I II - - t r O ~ Il II ~ ~ II II II ~ ll~ I II II ` II ~ ~ I t ~ I I N N., , II it I I l~ K ■ II _ II ~h , 1 ~I II _ II II ` N _ II II , . HAY BALES fl II SEE DE:TAaL II . II II I ~ .i'HI~ SHT, i f E I , I ~ r t : I ~ I ~ 11 w 1 r. I~ ~r I 1. . / ~ ~ j / J ~ % ~ y~ . r a n r I ~ ~ f f ~ a F ?r fH 1, ti 4i -r I vv vv scale feel Sellards CONSULTING CIVIL ENGINEERS / & LAND SURVEYORS Grigg, Inc. 390 Union Boulevard Phone: 303-986-1444 L=LC-4j Suite 630 FAX: 303-986-0994 Lakewood, Colorado 80228 E-MAIL sandginc@,--arthlink, net EROSION CONTROL PLAN COPYRIGHT Q 2000 ACCESS OPENING OFF-uENTER OVER STAIRS 3'-0" d'~~ 2'-O" 6.. z o° ~ i'-O" I'-O" SEE DETAIL M ~ „ tq#5 2 -0 34 THIS SHT. I 6.. L_6.. C~~" 26" a tz)#5 n~~ ' X64 d a 5 /4 • ORIFICE PLATE a 4 ° ° SEE DETAIL L 4 a #4#8 r o ~ • O N (I)#5 ELEV. 67.97 v ° 9, ~ i M ~ a a ~L .p a a / , \ • ---SEE DETAIL H ~ ~ ~ ~9C~D a ~ r ~ ~ / I I a a pip ~ 1 rig oagllP®o ~o~ l ~ a CLI..d .Q_0._ d d -CLQ t7..1 a ELEV. 65.01 a° - - - - p ac a tp a I a ELEV. 65.51 a ° a #4#8" ° ° " ELE .65.01 RAISED LETTERS f2}-#5 , SLOPE CONC. 4TYP) 0 ~ - ~ 18 R.C.P. TORM OR A~ 4 3/4'° 23 7/8" L. L. SCALE: N.T.S. SCALE: N.T.S. - - ,.1 - - -6'- - i„ t 3/4" I I/4 102" MA r~ 1/16" 24 I/8" 3'-a° ~ ' 22 !/8" 9" ORIFICE PLATE 2'-O" ~ i5/16" r- ~ 7/8" 6„ CONC. HEADWALL - - - - - - _ _ _ _ _ _ 6 I-6 - „ 7/8 6 4 24 114 _ elf- ~ TRASH RACK ELEV. 67.97 R T 34 BA LOCA IONS 0 o cp „ i ' 6 O.C. n 4 DIAMETER ORIFICE T ( ~ 0 ' PLACE NEOPRENE GASKE.~ BETWEEN + CONCRETE AND ORIFICE P AT i" I o N N L E. W DE ~ 5CALE: N.T.S - . 9 - 1/4° THICK srEEL PLATE n G o a ~ 9/16 DIAMETER HOLES F;~ ' v i/2" LAM T R X i l 0 E E /2 L»; RUST RESISTANT TAMPERPROOF o BOLTS ~ A H R t4 ' NC 0 S CG.NERS) - ELEV. 65,51 t2) #4 BASE SLAB FOR POND OUTLET ANCHOR BOLT LOCATIONS I~ (TYP.) e NOTE: F SECTION H SHOWS REINFOR EMENT C 4' S 8 DIA. FOR POND OUTLET END WALL ONLY. 52.889" DIA F~ 3 96" „ 7 tE 52.1 7 ~ 8 DIA. 5/8" _ ~ _ t SCALE: N.T.S. SCALE. I -I 0 9~1( G t~R i i. s TONGUE x GROOVE I'-9" ' ~r ~ i-.s 1 M i i M 2 2 - 5/B z6 BOLTS W/ WASHER r~ „ ~ (GALVANIZED, EACH SIDE} 2 - - - i/4" THICK STEEL PLATE W/(4} 3"z3/8" PLATE (CONT.) ° ° 9/16 DIAMETER HOLES FOR I/2" DIAMETER X I I/2" LG. iv 3/ 16 RUST RESISTANT TAMPERPROOF A o~ ~ BOLTS a ANCHORS i4 CORNERS) - S T LO A ND BAR D TA E IL PLACE NEOPRENE GASKET BETWEEN x CONCRETE ANO PLATE. I" WIDE 0 0 _ _ -ELEV. 65.01 i, N = 16.2" DIAMETER I I/4" DIA. BAR 3/8"R c } M T T ~ _ r~ s a DETAIL rL,~ 314" 10' SCALE: N.T.S. PLASTIC LIFTING INSERT NSERT + C STEP HOLES a a a I Sellards CONSULTING CIVIL ENGINEERS HOLES & LAND SURVEYORS / SLOT DETAIL Grigg, Inc. !4811 MANHOLE 390 Union Boulevard Phone: 303-986-1444 - C-5 DETAILS. Suite 630 FAX; 303-986-0994 Lakewood, Colorado 80228 E-MAIL sandginc@earthlink.net COPYRIGHT © 2000 g A 5'-0"' CONCRETE WALK ASPHALT PAVIN G SLOPE PER PLAN 5-O CONCRETE WALK wALK #4 REBAR, A 5' LONG (TYP.) z °o coo FLOWLINE ~ ~ ~ a 0 - ~ o o ~ a SEE PLAN FOR WALK WIDTH W O O ~ ~ ~ N U M } W E ~ o z A 1:50 CROSS SLOPE ~ j w 0 ~ Q W W F.. 0 ~ ~ J 5. _ 0., v u3W B >o W W 3'-5.525" 5'-0" 3'-5.625" - FLOWLINE i N FLOWLINE ~ w ROADWAY ~ o o WIDTH ~ ~ o IV ~ N ~ e N _ r - 5" CONC CURB nN ~ ~ . rn ~ O i ~ ° io o ~ c~ ~ ~ o ° ~ ~ N N i• 0 LO E I: 0 E m rn fi" C0~ T-O" WALK w/ TURNDOWN CURB TAPER 6 CONC CURB W/ i2" ASPHALT PAVING W/ 12" GONC PAN SLOPE PER PLAN ASPHALT PAVING SLOPE PER PLAN , 5'-0" CONCRETE WALK ASPHALT PAVING _-FL SLOPE PER PLAN 1:50 CROSS SLOPE t0 1 6 CONC CURB "~"r..,".'."'.sw 9 o ASPHALT P ~ SLOPE PER 1~ ~ a 6" SCALE: I/2"=I'-0" - - l C E: 2 I 0 1 „r ~ C FLOWLINE ~ 1 ~ - f I'-0" 5'-fi" SIDEWALK i ~ ; ~ R=I I/2 =d 296 a n _ _ _I I I~ I ICI I I.I I C-I i I=1 I i-1 i 1=1 i I=ITi_ ~ D ~ 'e _111_111_ Q, Y Z = D ~ T -I - T _ _ ~ q ,J O , ~ _ ~ a I_III_,III_,III_ COMPACTED SUBGRADE w 3 o w ~ g _w 5, ~ ~ o _ ~ ~a SCALE: I -i -0 C-I 6' TI T IN IR R RVE TI N . S A I"= ' " C LE: I -0 C-I vvv v/LL I vU I I Sellards CONSULTING CIVIL ENGINEERS / •....N & LAND SURVEYORS Grigg, Inc. _ DETAILS 390 Union Boulevard Phone: 303-986-1444 Suite 630 FAX: 303-986-0994 Lakewood, Colorado 80228 E-MAIL sandginc@eorthlink, net COPYRIGHT © 2000 . _ I -O I -0 I -p~~ . I~_G~~ I._6.. TOP OF CURB HEAD Z i I/2" iq >o~ a ° ~ D ° D D v D z~o tD aD a n D 4! ~ 6 D. D p - qq V D V FLOWLINE D D w ~~M P T C ° ~~W CONCR TE N E TION ~~Z o a SCALE: I"=1'-0" C•I W ~ J O N D ~ ~ a 0 C-I W a ~ > w Db -MINIMUM BEDDING THICKNESS (IN H RIPRAP C ES? (INCHES? Dr Z RIPRAP Dr USED FOR USED ~ 6" ~'-O" 6" TYPE FINE GRAINED SOILS R COU SE GRAINE TYPE I AND TYPE II =TOTAL T YPE I SE GRAINED SOILS TYPE Dso FOR THIS RIPRA THIS ~ W ~ TYPE II RIPRAP PROJECT SOILP PROJECT ~ N 5'-O" OR 7'-O" tSEE PLAN VIEW) VL L M 4 + - , 4 - $ 6 ~ DIMENSIONS !IN INCHES) UNLESS OTHERWISE IABElEO ON PLANS ~ ~ D H,VH 4+6=10 VL 6 I I o W $ I2 ^ a D° 50% OR MORE BY WEIGHT RETAIN D< D m . D "D D• D ~ ED ON THE #40 lu Y~' y , f ' W ° 4 D D D D P 'D _ _ LARGER ROCK ° C p ° D r9-rr - - - - - - - - - p f.~ - - - - - - _ _ _ _ _ - I I I_I I I-I~_f I ICI I hI I I~ 11=11-III-1 I hI I hI I I-1 I I_I I~~I I ICI I hI I I-1 i i-III-11 I_I I I~ I ICI I ITI I I~ I I-1 I -1 I ICI I Ivl I I-I 11-II I-~ ~ -iii n i i n_~ ~ h I_I 11-1 I ~-~'r- T T N APPROXIMATE ' COMPACTED SUBGRADE WITH ROCK SM TYPI AL D ";TA HED ID WA KDT AI FI t r NOTE: FILL VOI SCALE: I -I O C-I CENTRAL EMB~ MATERIAL b J 3/8" ROLLED STEEL TR A E D PLATE I/2 xl FLATHEAD MACH. S R C EW - ELECTROGALVANIZED FI N SH P SLOPE VARIE S a D p. e D SEE SITE i L I U4 xl i/4 xl/4 P D D ANGLE IRON TO BE DRILLED & LAN GRANULAR BEDI THR A E QED TO RECEIVE SCREW LO ATI C ON OF FI J w r CONCRETE TO BE RELIEVE T as ■ ALLOW SCREW PE T PREPARED SU6( NE RATION NOTES: I. PLACE RIPRAP WITH LARGER RO K AT TH C E SURFAC MAX. ALLOWABLE SPA = DESIGN THICKNESS AND GRADE, LEVEL AND COMP N 2 0 F R WITH NO LOOSE OR TIPPING ROCK. 0 3/8 PLATE 2. AT THE CONTRACTOR'S OPTION A 12-INCH LAYER 0 COMBINATION OF TYPE I AND TYPE II 6EDDING LAY sCALE: N.T.s. - 3. WHERE RIPRAP SOIL IS REQUIRED, PRE-MIX RIPRAP t 4. UNLESS OTHERWIS R E EQUIRED ON PLANS WHERE R r, (/4° 5. WHERE RIPRAP AND GRAVEL ARE SPECIFIED PRE-M I/4" t70q„ RIPRAP AND 3O9, AGGREGATE). ISOLATIO „ 8 ISCiLATION JOINT 12 $ JOINT ~ PREMOLDED JOINT MIN. MIN FIL.I~ER (TYP.~ D D Q7 - 4 SCALE: t M Da ° D 4 i ~ (,L_ ~ N { 4 ~ 18" O.C. „ z -0 2 _o SCALE: N.T.S. - I lit" P D A - D D p D. a CURB i E I?AN T GUTTER SIDEWALK i w S z ,`,`:mot t.~~__. J - - a 3/8" ROLLED STEEL TREA D PLATE, g g ~ DIAMOND PATTERN VARIA , I~ 8LE SIZES o y I" Do i Dp p° D b a b cv °T~ T {Y A c 7 RETAINING SCREWS AT 4' OR AS DIRECTED Sellards CONSULTING CIVIL ENGINEERS / DETAILS & LAND SURVEYORS DETAIL 1 Grigg, Inc, 390 Union Boulevord Phone; 303-986-1444 C-7 Suite 630 FAX: 303-986-0994 Lokewood, Colorodo 80228 E-MAIL sondgincoeorthlink,net COPYRIGHT CQ 2000 V ~ o ~ ~ °D o Ca°~ N i ~ O ~ } J ~ ~ O W ~ U Z ~ ~ I- Q = W Q W ~ Gl 0. 3 ~ J 3►' ~ 1.06 31' a L06~° I69.2T a LI3°~ 35' ~ 0.66% 35' ~ 0.66°~ 5$. ' ~ O ° 98 .$0 k u~a~ r __1 _ 130.14' ~ LI$% ~ 24.41' ~ w o h ~x p M w h N op O ~ w op EXIST. GRADE AT vo FLOWLINE W Q Q W J N ~ ~ t~ w ~ ~ _ ^ NEW FLOWLINE ~ 1 W J W Ltd J _ ~J W s r 1,1 i SCALE: I"'=30' HORIZ. t I"=3' VERT. LIMITS OF TRAVEL WAY OF PRIVATE DRIVE SEE DETAIL 13, SHT. C-6 VARIES (7" FULL DEPTH ASPHALTI EXIST, ASPHALT ROAD MATCH EXIST. ASPHALT p VARIES VARIES P P P D tl. D y I I ~I I ICI I1~I11-1I I-1I ~IThI I ICI I I~ I I_! 1=1I1= -i ~ II I II I1~ i 1-1I I-III-III-III-III-Ill-III-~ -Ti_i i i_iTi_iTi_ i ~ , t I SCALE: I/2"-I'-0" C-2 C-8 1 _ sic LIMITS OF TRAVEL WAY OF PRIVATE DRIVE SEE DETAIL 6, SHT. C-6 VARIES (T" FULL DEPTH ASPHALT) EXIST. ASPHALT ROAD ilt~ MATCH EXIST. ASPHALT :t _ VARIES VARIES 8 a o D s a p.a w P s Da D V. P p 0 IIII-111_111- I_ _ - _ _ ~ III I I ~.I I I_I I I-I 11-I I I_I ~ I III , i t i~l I ICI I ICI I I-1 ~ I,~I I ~ ~I I IYI I I-I I ICI I I„~ I I I ~ ~~~T SCALE: I/2"=1'-0' C-2 C-8 lr~ t ~ I LIMITS OF TRAVEL WAY OF PRIVATE DRIVE SEE DETAIL 13, SHT, C-6 VARIES (7" FULL DEPTH ASPHALT) EXIST. ASPHALT ROAD MATCH EXIST. ASPHALT { p VARIES VARIES D 9 D D v D k; f I I I^I I hI ! hI I I-III-I I -1 I hI 11-1 I I-I I!-1 I I-I 11- - ~ -III I~=_„ 11~11~III,;,JII~~~IIhIIhIIhIII„111-~ _n i_i i i_~ n_ ~ - : `j . SECTION C SCALE: vr"=v-o~ -z Sellards CONSULTING CIVIL ENGINEERS / SECTIONS AND PROFILES & LAND SURVEYORS Grigg, Inc. 3C-8 90 Union Boulevard Phone; 303-986-1444 Suite 630 FAX-. 303-986-0994 Lakewood, Colorado 80228 E-MAIL sandginc(earthlink,net COPYRIGHT © 2000 1 y r. i i ~rt e i ii F `r:' . . ~ r r _ y j J J O O Y J Y F ~ a M 2 0 f M ` J O ~ N s ~ Y ~ F 4 Y p O p~ S ~ C ~ ~ t C • ~ O .~a ~ Y Or nN~. ~ ~y q Y ~ 0 Y!. M ~ 4 ~ YI no ZB ! a = N e~ o j S O r H 1- 4 fl - a ~~'J = v o S ~s+r i 4 ae a W = p Iw6 dj ~~~~y n f, o U ! I~i u~ C O O Y . «a re s. Y. . ~ u ee a e ~ m« • W = 0 o~F r r N r ~ d H C J : C ~ ~ W ~ Z % o ~ti 0' ik o! Y ~ ~ 4 F . + ~ ~ ~ M ~ W N S ~j O O ~ V o Y ~ 7 n ~ z Q + 9 g v W ~ ~ Y V ~ d Y g D 6 W: L r ~ 3 ~ ~ n e o r ~ Z q L ~ O I N M 0 J N F 4 4 O Z ~ V Z M ~ t NMNNfI ~ V Y , ~ N W ► O f ~ 8 O J Y~ ~ Q Z s 3 W ~ N ~Ndr ~ ~ Z U !y ~A M O Z ~ ~ J O ~ J ~ W • ~ f W 19; Q ; J ~ ~ g Y ~ ~ Z y i v § ~ ~ LL H ~ ~ d ~ fN Y y Z ~y 9 ~ u G 7 W y O 6 Y = r INTERCEPTOR i ZURN 2-1170 GREASE INTERCEPTOR f \ ..4"°id`~'"""•a~,s~ F.f ~f'~ 6'+`ai _ . I I F v; 7i-::: ~ I~ F INLET G= WIDTH OF BODY OUTLET InIeU Flow Capaclty qpprox. Dlmenslons In Inches Size Outlet Slie" Rate GPM Water Gal. Grease Lbs. Wt. Lbs. C D/E F G 100 4 3 8 42 10 7-1/4 19 47/8 200 2 7 5 14 53 11-1/4 8-1/8 203f8 11J/8 aoo io s zo ss 11-3/4 ava zz-sa 14 900 15 10 30 83 13-3/8 93/8 24-5/8 16314 S00 20 16 40 99 15 11-3✓4 27-1/2 17-1/4 600 3 25 21 50 124 17 12-7/2 29-7/8 147/e 700 35 30 70 151 18-3/4 14-1/4 313/4 22~1/2 800 50 40 100 780 21-112 16 33-5/8 24-1/2 OPTIONS PREFIXES Z- Add Fesistant Coated Fabricated Steel' SUFFIXES -E Add Resislant Coated Interior and exterior fabricated steel extension section. (Specifiy'C' Dim. required) for recessed installation. -K+ Anchor fiange 13/4' down hom top and 2' wide. A 3' minimum extension height is required when anchor flange (-K) option is specifed. (Spedify'C' Dim. height required and price for -E plus -K. -KC++ Anchor flange 1-3/4' down irom top and 2' wide with Garnp collar. A 3' minimum extension height is required when anchor Flange (-KC) option is specified. Price for -E plus -KC. -L Angle type (Z-1108-L) flow conVOl device (No addi6onal charge). -R Recessing receiver for recessed installa[ion is equipped with adjustable support brackets and gaske[ed non-skid secured cover with covered recessed lift handle. See Optlon Page IT74 for installation and dimensional data. -RE+++ Recessing receiver endosed rype for recessed installatioa Furnished with adjustable support brackets and gaske[ed non-skid secured cover with covered recessed litt handle. See Optlon Page IT75 for installatlon and dimensional data. -T++a+ Cover recessed for tlle/terrazzo. A 3' minimum eztension height is required. Price for -E plus -T. (Specify'C' Dim. and required recess depth - 7/8", 3/4" or 1-1/4'.) -Y Removable lift out sediment bucket. Inlet and outlet sizes shown indicate standard operatlng sizes and flow control settings. Size 9300 will have 3' connections reduced ro 2' and sizes 4600lhru 800 will have 4' connections reduced to 3' as slandard. If changed, flow conVOl must be adjusted accordingly. See pages ITS and IT6. ENGINEERING SPECIFICATIONS ZURN Z-1170 Acid Resisiant Coated interior and exterior fabricated steel grease interceptor, PDI rated at_GPM and Ibs. grease qpadty, with in[ernal air relief by-pass, bronze deanout plug and visible double wall trap seai with removable combinafion pressure equalizing/flow diffusing baffle and sediment tray. Gasketed non-skid secured cover wifh enzyme port opening having bronze plug, complete with Z-1108 Bow control fitting. Regularly furnished with inlet and outlet in high position. Note: Loca6on of outlet from bottom ot interceptor cannot be changed. 'Regularly furnished uniess otherwise specified. Page 1T17 ent By: CONCEPT SERVICES; 3433195; ,TUN-21-2001 09:08 REP GROUP Jun-21-01 9:55AM; Page 2 919 875 0577 P.02i05 S ~N ny n rM n~ S~ ~b ~ 1~=IZ o~ )r W~ ~ n O ro m ~ W ~ x z H~ m a w ~ 12 S ~ A ~ry 'yD' P E~g c ri o~ ~b m y r~ gM S~ RN dy ~-F w ~ ~~gb ~e ~ z€ Y g P m P ~ I b C a r"r m °~~oy rg N ~ r n~CdN N ~ S~O ~ ~a ~ ~la ~ S g b ~ O=~~ ~N~mm HtiM Y~ N~fl'I..~zti =I~lti ~In~ ~ti (n Y•••r p+ppe o c!7a ~ Sf~~ " ^iA~ M~ tin G r ~ v1 4 i~ Nn b p n r i 2 C> r~~~a ~e~ ~~H ~i y~^ za~ N~~xb gAr oa p S~f~ V r9 C z~n<Z a ~ ap~ €Q $ ~~S^~ a~,i °g2~ TC R £r~~~~ ~9~ fA~ ~q TfV y4 ve- C ^ ~ l71 N S ~ _ g- N, ~ J ~ ~ ♦ ~ tA 0 r m m I p 41 ~ ~ N 8 ~ ~ £ r ~ ~ ~ UTILIIV CP8'1. ~ R ~p ent By: CONCEPT SEFVICES; 3433195; JLW-21-2001 09:08 RFP GROLIP Jun-21-01 9:56AM; P2ge 3 919 875 0577 P.03i05 < ~ p p ~ b N i O Y Z 1"I M [ ~ n R t1 ` q ~ g y P a : ~ ~ m ~ x ~ ^ ~ ' 3 2 z L ° i N ~ • ~ o ~ = ~ ' m ~ s c tp ~ o y r` r x Z N- An ~ Z _ 1 e € N r ~ r ro . . , . ~ ir ~ ~ s A r~ y m V H r R ~~{i y y R ~ r c~ g p N 7 9 S 0 Ca ~ ~ ~r ~ q ~ ~ Q Z z ~ ~ ~ M T N N S~ ~ O a i ` ~ ' ~ N N~ e n m A I$ ~ . ZE x ° y4 C~ F ~ i m o o P g N y y ° ~r ~ x O0 + . ~ ~ ~ I f^ JI y . o ~ ~ ~ ent By: CONCEPT SERUICES; 3433195; JLN-21-2001 09:09 REP GRQIJP Jun-21-01 9:58AM; 919 875 0577 Page 4i5 P.04i05 li r Pr C n N ~g ~ u ~ag a I 5 ~ ~ y ~ p I I m i ~ Lil 4 v e , a 8 X - Z ~ ~ ' 1'~ L; A ~ r 1 1J • I ~ FI ~R x ~ i ~ o £ II o 2 T rv y U \ i y O ~t ap I ~ f L N ~ 1 G1 2 a , • p S p Z r ent By: CONCEPT SERVICES; 3433195; . JuN-Ci-1M1 05;09 REP GROUP Jun-21-01 9:58AM; 919 875 0577 Page 5/5 P.05i05 _ P c9i ~ n A W d N ~ 0 a 3 v1 ~ 1 1 ~ t ~ v ~ y • oo ~ ~ F ~ ~ ~r g ~Q ~ £ x Z H ~ y x T'° ° K V~ l 0 > N , F , •1 ~ y~ F f~ m ~ I I E O ~ I 'N y F ~ 1 { 3 F e Z I qg'~~ n y c -i ~ m~~ Ti Z e f f r----•- O rm ~ ~ y n ~ D x $ b 4 ~ A a ~ ~ ~ 1~ y RI T x o ~ \ M ~ o m ~ ~ } ~ fl ~ T07aL P.OS 08/28:01 THD 07:50 FAX 06J27/269: 03:52 3033211232 s i i 9~ i Y ~ !3 6 e 6 7{ ~~~j sa ~B 3E z a ROCKY MT FIRE r M G~ O.IALA ~ooz F'FiCit bl 06/20;01 R'ED 14:96 FAA Od9L9 2004 F Rating - 2 Hr T_ . Clearnce to Combusiible Requirement - 0 inches ai Butt Strips and 1-112 inchss als2witere ,j IZ IQ 9 I ~ ~ 12 . . ~ 1. IGtchen Exhaust Duct - MOSimum 24' 7( 24' rCCtongulor a 2r GiOmelv, IB gauge or heaviu carbun stcd or 16 qouqe or hmvier stainless sted grease duot buit tu f+FPA 96 epecificaYione. 2. Ndson NRAPIO-FSB 9lankat - Minirtwm Bpcf darsity, 2 inch thick, iaced or tottlly antapauloted with `ol rain(orced tol. Sean joinls are butled and iagnitudinal pints wa overlappad min;mum ef J incnes. 3. Ndson WRAPlO-F58 Butt Slrip -!din'unum 8pcf dm6ity, 1-1/2 ineh thick, B inch wide, totally encopeulated with fail ;cinforced foil. Joints arc ovelopped o minimum oi 3 inches. Insto!f centered ow ait bulked seams. Offsel cverlop of butt strip !p in:hes frem ovedap ai base laya. 4. Duct Suppar! - Trapeze dev;ce compriaed o` minimum 1-1/2' X 1-I/2' X 1/8' sietl angle and 3/8° diometa ail-thread rod. Suppert structure echedul'ng is as mpecified by SiIACNA. 5. Stainlesv Steel Bmding - Apply 1/2 inth ride (.015' tlirck) siainless steet bandinq oround the wrapoed duc, 1-1%7 inch¢s `r.ri eoch overiepped IangitudinW jeint ar,E roughly 10-I/2 indhes on centa. ilxouah-Penetratlan Firatao Svetem 6, t:oncrete floor or Wal! - 4inimum 4-1/2 inch thick !ightweight or normol reight conerete tlou or micimum 5-1/2 inch lhick concrete wdl or C61U wd(. The moimum orw of the opening is 1792 sq. inches with a maximum dimension of 56 inches. 7. Forming ilaterql - Tiqhtly pack min;.mum 3-1/2 inch Oepth oi loDx (AI Ndson FSB Cvemic Fiber 'nto the unnulor space. Recess 1 nch from tNe top surfoce of the floor or trom hotb surfoca af the wdi. d Nelsen F'SP ?utty - Potk a minimum 1 inth dcpth ouer the forming material, Nush with the tap surtace al the floar or with buth surfaces of the wcll. The syscem descrihed'm Uds detall haa 1ested sumasdully io ASl'M E•514, ASTM E•119, and UL 1978, rd hes adiieved F, T, and ClemnceloCortuhustible Conshtx;han rAngs za &hown ln the Rtwtntian hmThis aye6em eatielbe the nquiremenis of NfPA 9B for an z!temate strad erclosaf and fUh/ Taets'1he +eauiranents dSBCq and BOCA br kitcfen Gch4ust duderdoprea. A1 teclllft h'ormefbn m7 irammenalkris F Rating mrosln~ tce~dn ua haW onqA Wa bdlme to Oe ieWl0.Muvnpr,eNinftmndltlantdwsand 2 HDUr$ PNCuds+nNl nat Ee kEIe taranY duu4pe, dYeot ar M-a"L.,lil.MUft kM 60 UPS aINS MIWW T Rating Jalgn. Wa eoanet 0 Ms and hblldw wlron tioe l k N t i ' + 2 HQUr . aanapp a smininyw l de eb ly a Date Revision No. Reviewed By 07126100 0 _RCE Kitchen Exhaust Duct Single Layer 1Nrap Enclosure System P.O, Box 728, Tulsa, OK 74101 (1300}331-13251(918)4273530 FS-02251 t•d f688-aZf-6oe oaeunqjoj uyor @190:00 [0 6i u^C 8-q8ed on Omega Pont test no.161B7-106672 and UL System GAJ-7024 NTFire . profection District Po °0 Protecting Lives And Property Since 1962 June 25, 2001 Ojala and Company 5394 Marshall Street #400 Arvada, CO 80002 ATTN: Jordan Goray Re: Response to City of Wheat Ridge Code List Mr. Goray, This is in response to our phone conversation eazlier this morning. I haue conducted a code review for the tenant finish project for Qdoba located at 4875 Ward Road in the Wazd Road & 4e Office Pazk. I have not found anything that would require a Fire Alazm system for the B type occupancy. The only requirement that I have come across that will impact you is the monitoring of the Commercial Cooking Hood System located in the mock kitchen inside the unit space. This requirement is an amendment to the Uniform Fire Code & Uniform Mechanical Code per the City of Wheat Ridge and the Wheat Ridge Fire Protection District Section 10062.2 and the Uniform Mechanical Code Section 509.3. The requirement is to have the activation switch of the hood system tied to an alazm monitoring company so if the system is activated an electronic alarm is sent and the Fire Department is noti8ed. This can be accomplished by any security or fire alarm monitoring company. Please feel free to contact my office with any questions or concerns 303-279-2928. Respectfully, pAIRM NT FIKE PROTECTION DISTRICT -~J s To Ligrani, ire Inspector 4755 Isabell Street • Golden, Colorado 80403 • Phone (303) 279-2928 • Fax (303) 278-1252 Section 1003.32.1 of the Firt Code is amended to add a third patagraph which shall read as follows: Audible an3 visual fire alarm Sigeals sh311 be installedwithin any builditigcontainiag a sprinl:ler, system when such system is instailed utiliziag Scction 505.2 or Seclion 5053 Automatic SprinWer Systcros ot tho Uniform Building Code_ Section 1003.2.2 is amended to add a Gch paragraph to read as fotlows: 6. Atl buildines classified by the Codes Administrator as the following occupaacies_ B, F-1,r-2, S-1, S-2, S-3, or S-5, exceeding 18>000 square feet shall huve an approved automatic £trc suppression sprSnklcr system installed throughout in accordapee with NFPA-13. - e~ Section 1006.2?. of the Fire Code is amended by deleting the foilowing: (Pleue note that the Unifomi Mechanieai Code Section 5093. Type of system will atso need to be a:uended.) E<4k. Carbon Dioxide extingiushing systeaz- Wec-chcmical extinguishing sys[em. Section 1006.23.1 of the Fire. Code is amended by adding a neru paragraph to read az folWws: be control unit for the fire extiuguishing rystem shall be ele¢tricully supervised by an approved firc alurm system. Section 1007.13 is added co read as follows' 1007.1.3 Tampering wit/ejirr alaim systerxs. Firc alarin systems and their •rppurtenauces yhall not be mulested, tampered with, Jamaged orotLerwise ditturbed. Section ] 007.2.4.1 of the Fire Code is amended to rcad as follows: (11ote) Uniform Suilding Code Section 305.9 will also need to be ameaded! Group E Occupancies haviIIg an oeeupant load of 20 or more shall be provided with fsm skmxa an approved ma¢usl and automatic fire alarm system. Section 1007:3.4.2.5 of tbe Fire Code is addtd to mad as follows: 1007.2•9•2.5 Gruup Hnmes classified as I-l ai:d oi R-3: Group Homes classified as I-2 apJ or R-3 for the developmentally disabled containing morc than 5 persons, includiug staff sball bc provided with an approved address2ble automatic aod manuat fYre alarm system. Orduiance No. pa'~ 5 1997 Ur•c £d Wd00:20 S00Z SZ 'U^L ZSZT 8LZ £0£: 'ON Xtl3 a~i3 Zunowjc23; Wpai oF W~T DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW c°L o R Poo Date: * 3(cg i Location: LJ,xw Z~ -4537-W- Ave L4g ?S ~ 487S !,I/w Attention: Building Department I have reviewed the attached materials submitted in application for approval of at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: -fZ 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 aze: ✓ OK Not OK; refer to stipulations. 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ~ Public Improvements: a. street paving needed: Yes _ No b. curb and gutter needed: ✓ Yes No c. sidewalk needed: ✓ Yes No street lights needed: ~ Yes d No . e. storm sewer needed: Yes No £ letter of credit required: Yes ~ No If a letter of credit is required, for what improvements? _ Amount of letter of credit: 5. ~C Subdivision Agreement required: _ Yes ✓ No 6. Development Covenant required: _ Yes _ No _ If Yes, for Z Traffic impact analysis and report required: ✓ Yes No 8. State Highway Access Permit needed: _ Yes ✓ No 9. New roadway or alley R.O. W. dedication recommended: _ Yes ✓ No If yes, what is recommended? 10. ~ All existing dedicated roadways/alleys meef the standazd s of the City: Yes _ No If no, which do not and what is requested: 11. ✓ APPROVAL: The Public Works Department has reviewed this request and hereby gives its approv , subject to the above and/or attached stipulations. 4/ Si iatu e Michael Garcia Date 12. _ NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date 13. ~ Stipulations attached: _ Yes = No 14. y' SUmmaiy Cotilments: Av/ (h..~ac,f To %rie ~-wtnNh /3~3c~c ~^+i'so~e.yel.~rs AS A Zss"r oFT//it C.oNSro,cr.o.✓ is To 6E ~TE4,,,.e¢e 3r T.FE ~irr•r Airc.cenrr To GN?/ ST4NO.sMf P.e.ve 7b C-O. /SSURNGE. .wi,4bE GECtiFI[dTe~/ ~e77E~ ~S RC-GuiRSO /kina To GO. /SS✓MNGE. Files on Enginen[\Fomis\131dprm[1Gm Rev 05100 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 F LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED J ADDRESS ~~~~~875 w.qreo /za~ Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form letters\Notification of PI Restoration Rev 05/00 OR M/NOR DUMPING/LANOF/LL PERM/T CAa5 w. ; a`d-AVt. nclude Ciry, State, NF_q~ I~n IU m I\ Cot ORPco ADDRESS OF FILL: Wfj/ZL7 ROAb DATE OF APPLICATION: A/` A(Z,u~ q~ 1 '40U ) All permits shall be applied for through the Public Works DeparTment. An approved permit is effective for a period of one (11 year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: A// public improvements, when constructed, sha// be maintained (by the respective individual(s/ and/or company responsib/e for.the construction of that public and/oi private impiovement in the respecfive deve/opment) on a dai/y basis, oi as needed, such that they are fiee of mud and other conslruction de6ris tiacking fiom the site. Fai/ure to comp/y wifh this iequiremenf wi// resu/z in the enfoicement of Arficle l/, Specified Nuisances, Section 15-21 /3/ of the Ciiy of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1 ) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fiil or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be fiiled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Enginent\Farm\Fill Permit.wpd I Rev. OJ/W APPLICANT'S ADDRESS 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 7cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site pian, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an estabiished irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 teet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of_intended fill and/or excavation. 4. Performance Standards: The following provisions shall appiy to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21. In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. on Enginrnt\PormlFill Permit.wpd 2 a". 03100 Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over "Wheat Ridge Code of Laws Section 5-76. $10.00 $15.00 $15.00 $5.00 S 60.00 $4.45 $100.00 TOTAL $ 100-~0 ti All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.13. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. CANT: A licant's Sig ature L A ~ GO PA Y CITY OF WHEAT RIDGE: Y X 7~6 6rcy ~~Qoa--. City) Engineer I Owner's Signature (if different than above) Files on EnginendForm\Fill Pertnitwpd ~Z4'/t71 Approva Date ~ Rev. 03/00 . . w. ,F f a ~ £ K N D N v > -q > 71 O CA ~ Rt r ~ > G) ~ Cc~om7aa C31~ D z a ~ n 7U ~ ~ N O ~ N N ~ 79 *k (~p r fTf K ~ Z -1 N x C~ 1 a m a tn y 3 z ~a ~ c 7 ° ~ -r r m y c~o ~ 7q Y V 7~ ~ ~ D o o ~ T o > m ~ D C 7o ) ~ ~ x C Q ~ ~ m ~ ct~ ~v ~ D Z c 7Ki ~ K: Z N ~ (31 r ~ ~ ~ ~ n 10 ~ D T C) ~ 71 ° 7 O y ~ D ` ~ m z c(i r ~ C f c f ! c c i ~ i I ~