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HomeMy WebLinkAboutWZ-09-07City of Wheat 091 l T COMMUNITY DEVELOPMEN Memorandum TO: WZ-09-07Temple-Inland Case File FROM: Adam Tietz DATE: May 7, 2010 SUBJECT: WZ-09-07 Case Closure All requirements for the FDP amendment at 500 Oak Street have been met. Case Number WZ-09-07 has been recorded with the Jefferson County Clerk and Recorder and is now complete. This memo shall serve as closure to Case No WZ-09-07. ~~/'I City of WheatWdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 22, 2010 Mike Rudd Rudd and Associates, Architects 8811 East Hampden Avenue, Suite 206 Denver, CO 80231 RE: Temple-Inland Final Development Plan Amendment Dear Mr. Rudd, After the most recent review of the documents for the Temple-Inland Final Development Plan amendment, I do not have any outstanding issues. Dave Brossman of the Public Works Department has also reviewed the plat and has found that the plat is approvable. The plat can now be recorded with the Jefferson County Clerk and Recorder. Once the plat is recorded, the FDP amendment will be complete and will become official. In order for the plat to be recorded, the approved documents must be photographically reproduced on Mylar paper that is at least .004 of an inch thick and has a matte finish on both sides. The Mylar paper must be signed by all the required persons in the owners certification block in indelible ink. The Mylar will also be required to be signed by a notary of the public along with their seal. A signature and wet stamp will also be required by the surveyor. Once all the signatures are obtained, the Mylar should be submitted to the City of Wheat Ridge Community Development Department. The Mylar will then be signed by all the necessary personnel from the City and then be taken to the County to be recorded. For clarification on any of these issues, please feel free to contact me with any questions or concerns at 303.235.2845. Planner, Community Development Department City of Wheat Ridge, Colorado 7500 W. 29th Ave 303.235.2845 (v) 303.235.2857 (f) atietzkci.wheatridge.co.us cc: WZ-09-07 Case file www.ci.wh eatridge.co.us City of Wheat Widge PUBLIC WORKS Memorandum TO: Adam Tietz, Planner I FROM: Dave Brossman, Development Review Engineer A,4'T43 DATE: January 22, 2010 SUBJECT: Temple-Inland Final Development Plan Amendment (5000 Oak Street) I have completed my fourth review of the Final Development Plan Amendment received on January 22, 2010 for the above mentioned property, and I have the following comments: All previous comments have been addressed. The FDP is approvable from a Public Works standpoint. To Adam - 5000 Oak St - Temple-Inland - FDP Approval Memo (01-22-10).doc Clty of dge Wheat COMMUNITY DEVELOPMENT Memorandum TO: Dave Brossman FROM: Adam Tietz DATE: January 22, 2010 SUBJECT: Temple-Inland FDP Amendment (WZ-09-07) Dave, We have received the revisions to the FDP for the property located at 5000 Oak Street (Temple- Inland Admin FDP Amendment WZ-09-07) for seeem51 review. ~ rj Please review the FDP and indicate any further corrections that may be required by Public Works. If corrections are needed, please submit a red-lined copy of the plat and a memo indicating the corrections needed to me. This copy will be sent back to the applicant for further corrections. sa City of Wheat j~idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. January 11, 2010 Mike Rudd 8811 East Hampden Avenue, Suite 206 Denver, CO 80231 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 RE: Temple-Inland Final Development Plan Amendment Dear Mr. Rudd, The second submittal for the Final Development Plan Amendment for the property at 5000 Oak Street in the City of Wheat Ridge has been received. All of the comments made by me during the first submittal have been addressed sufficiently. I do not have any additional comments or corrections to make at this time. Please review the responses and redline of the Public Works Department and make changes accordingly for the next review. After all concerns have been addressed and the corrections have been made please resubmit the redlined copy along with four full size copies of the revised FDP to me for further inspection. It is anticipated that upon the corrections requested by the Public Works Department, the FDP will be in an approvable format if all discrepancies are corrected. Once this has been completed, the Final Development Plan Amendment will be ready to be produced on Mylar paper and recorded. Feel free to contact me with any questions or concerns at 303.235.2845 Since ly, l Adam Tietz ~ Planner, Community City of Wheat Ridge 7500 W. 29' Ave 303.235.2845(v) 303.235.2857 (f) www.ci.wheatridgexo. us City of Wheat"dge PUBLIC WORKS Memorandum TO: Adam Tietz, Planner I FROM: Dave Brossman, Development Review Engineer DATE: January 5, 2010 SUBJECT: Temple-Inland Final Development Plan Amendment (5000 Oak Street) I have completed my review of the Final Development Plan Amendment received on January 4, 2010 for the above mentioned property, and I have the following comments: 1. The Legal Description as written fits the section and is on the Current City Datum as required by the Municipal Code of Laws. However, City of Wheat Ridge should be abbreviated by C.O.W.R. instead of C.O.W. for the two monuments referenced in the Legal (as Wheat Ridge is two words). 2. The Surveyor's Certificate lists Steve Batchelder, P.E. as the land surveyor who performed the boundary survey of the subject property. Per Title 12, Article 25 of the Colorado Revised Statutes, unless Mr. Batchelder is a professional land surveyor licensed in the State of Colorado he cannot legally perform the boundary survey of the subject property or sign the Certification Block stating said survey was performed by him or under his supervision. 3. A full boundary survey may not be warranted for only an FDP Amendment, but City Code still requires a Certification Block on the FDP with signature and seal from a P.L.S. 4. In an effort to be developer friendly when dealing with FDP Amendments, the City has been accepting a modified form of the standard Surveyor's Certification block which does not require an actual boundary survey, but rather states that upon completion of the project an "As-Built" survey of the constructed items will be required prior to a Certificate of Occupancy being issued. Please be advised that the modified certification must be signed & sealed by a P.L.S. (Please find attached an example copy of the modified certification block). my PW 5000 Oak St - Temple-Inland - FDP review3_Adam-Daves Mod.doc Surveyor's Certification Block SURVEYOR'S CERTIFICATE I, do hereby certify that the information shown herein on the (FDP Amendment name) has been verified by me and to the best of my knowledge, information and belief, is correct and in accordance with the City of Wheat Ridge Municipal Code of Laws, and all applicable Colorado statutes, current revised edition as amended, and that upon completion of the project I agree to furnish an As-Built survey accurately locating all constructed items. (Surveyor's Seal) Signature SATE DATA t~iART: 4 ZONE DISTRICT: P.I.D. Dfl NQT CUT SETBACKS: NORTH SIDE = 50'+; SWTH SIDE = 50'+; WEST SIDE = 50'+; EAST SIDE = 26'-8" S F~ ~ P CI E TRU TT NT CHME BUILQING HEIGHT: 32 FT MAX. SQUARE FEET ACRES P~IT/1~ TOTAL AREA OF PROPERTY: 479,742 SF. 11.014 ACRES 100.0% r~ M1 OPEN SPACE: (LANDSCAPE AND WALKS) 170,921 SF. 3.924 ACRES 35.6% t_ - PARKING AND DRIVE COVERAGE: 141,861 SF. 3.257 ACRES 29.6X NEW TRUCK PARKING: 18,370 SF. BUILDING COVERAGE: 166>960 Sf. 3.833 ACRES 34.8% GROSS FLOOR AREA: EXISTING ROLL STOCK WAREHOUSE 47,210 SF. 28.3 ~1V1. C 1 ~i-11 ~1 J L~ 1 ~1 L EXISTING CONTAINER WAREHOUSE 114,000 SF. WAREHOUSE 103,550 SF. 62.0 (FORbIERLY CONTAINER SYSTEMS P.I. AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CITY c OFFICE 10,450 SF. 6.3% r EXISTING WASTE TREATMENT BLDG. 1,200 SF. .7~ 1 NEW INFILL BUILDING ADDITION: 4 ,550 SF• A TRACT OF LAND IACATED IN THE NORTHWEST 1/4 OF - TOTAL FLOOR: 166,960 SF. 100.0 SOUTHEAST 1/4 OF SECTION 18, T3 S, R 89 W, OF TAE 8 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF C 5000 OAK STREET t t PARKING SPACES: 66 SPACES P HANpICAPPED SPACES: 4 SPACES (2) 6" x 48" CONC. FILLED PIPE ~ EXISTING ST~~I DRAIN BIXLARDS TO PROTECT EXISTING FIR HYDRANT SET INTO 18" ~ CONC. PIER, MIN 60" DEEP EXISTING C~dC. SLAB 24Q' 6° r .tom. ` ~ PR PO D 0 AEI G EXISII G \ ASPH T CONTROLS AND ` ALARMS EXISTING RAIL A SPUR \ I - - - EXISTING CONC. R e ~ j AT O.H. DOOR . l ~ ~ ~ EXISTING EXIT DO PROPOSED 6" CONC. PAVING T ~ ~ ~ _ t REPLACE EXISTING DIRT AND ~ \ i T GRAVEL TOOLED JOINTS AT 1 0 IV -U V.V. ~ SPQR ~ EXISTING CONC. PAN. PAN. W j jw ALARMS ~ ~ REPAIR AS REQUIRED .QU'R~ ~ ~ o o ■ • • o • o 0 0 0 ~ ~ O P II 0 I I NEW LOCATION ~ ~ 1 ti~~ I ~ RELOCATED FIRE / ~ N ~ NOTE: ~ NEW 6" CONC. PAVING AREA IMPROVED iMTH LANDSCAPE. i EXISTING ASPHALT PAV MAX. 6 TREES. TOP OF BERM AND ~ ~ TOOLED J~NTS AT 10' BEST LOCATION FOR IRRIGATION ~ . PAVING TO REPLACE ~ ~ HYDRANT I ~ EXISTING DRIVE ~ I 11 iALT PAVING - ~ ~ ~_I S AT 10 O.C. o o F J J NEW WATER jFlRE UNE ~ EXISTING i ACCESS POINT r ~ ~ OfFlCE ~ PARKING i ~ M 1 NEW EXIT CONTROL VALVE IN AREA I I w ~ AND SCREENING ~ ~ ~ ~~S EXISTING oaoR ' ' Pu►c~ o~ P.~.v. EXISTING ~ OQ~`'J 4 ROL ROLL STOCK WAREHOUSE # ~ ' ~ o 0 o CONTAINER ~VAREHOQUSE o o a ~ - - - ~ s 'L~ ~ ' ao 47,210 SF. k' I I i14,Q00 SF. ~d ~ I M ~ i ~m ~ 3,` ~ •,c BO 0 Q ~ RAMP DONM 47,21 p I~EW N~LI, k! i IZ EXISTING HAN CAP I ~ N ~ ~ _ ~ BUM~DNrG ADDIfiON ! ~ 'a PARKING STAL S ~ ~ a ; s N ` . \ I I~E~ t~DN~6 DOCK 16 DOCK ~ (HEIGWT 30'-0"t) t; I - ~ OESI6M AREA - ~ 8'x18') ~ ~ f t I - fI - I I ~ i \ ~ EXIST FIRE RISER ~p~ccp a- -f I - . ~ ~ ~ I ?8~0' I I i ~ UNPLATTED ` ~ ALA MSS AND EXISTING PAR ING ~ I L + I~~U IAI. P ZONED A-"~ EXISTING FIR NT ' ~ STALLS (9'x18) I ~ ~ I Z~Q P.I. ~ ~ I ` G EXIT DdQR ~ \ \ ~ I ~ ~ ~ j ~ i i ' IMPROVE EXISTING POND FOR THIS BASIN ONLY s t ~r ~ i m ~ ~ aMO 3 0.00 ~ POB ~ COW-12309 z w~~---- ~ , S00 13 10 E 94.50 -.~4 J F 1 14 1 N EXISTING O.H. DOOR F of r } r ~ 1 l ~0~~1-i r'nLVIVVaL l to RX71fWko ICU LVAUINU UUkof\ mw mAmr AKLA n®n rev i►.L~.u►i, i s► L Ai/16~=1'-0' EAST EtEVA710NSIMILAR WZ-09-07 TEMPLE-IN PLE-INLAND F.D.P. AMENDMENT -00-00 IRIITIAI CIiRAAITTAI 12-22-09 1-14-10 WZ-82-04 CONTAINEF MS-82-03 CONTAINEF WZ-80-03 WITHDRAM I TEMPLE-INLAND (FORMERLY CONTAINER SYSTEMS P.I. AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CIT A TRACE OF LAND IACATED IN THE NORTHWEST 1/4 OF PAGE 1 OF 2 ~ ® tl~ ~ 1 YYM i~ @11 l~ ~ 30UTHEAST 1/4 OF SECTION 18, T3 S, R 89 W, OF THE 8 CITY OF Wf~AT RIDGE, COUNTY OF JEFFER30N, STATE OF 5000 OAK STREET ~~`A 5 C~A:i..an r, ~ i• tl'~f.. ti..;!Ty ..tt ~z'•f~?27ZE*p' lq _i. 1 v~` i~~.~ 1~'h:? .y ~J~ Nzn"''` yj; ~'ztr. r"~x~? +F ''y~ } SF,',a'~c:~},*}•t~;JGP;f.:"'•"~i'?.: .!'.1 ' Kit m eyy 9t, ~~ei.~~~.titi4vi,`'~',h~:':"~stit""f~ "`~'`nx. ear jl"i4 ~SnC Yiwu l~liy>H~ ~P:Va%: d, 1 ~~7 j~9~;'.:1 °vl'~,•,}^4~ rG •~by •;{1~:4 :tf$>. +.~'%s~S via. ~4. ,'ta•.1: Y `r~~4~s.~`~'~.~{ j Syr ' r5":~r~~iE~eZ.`s' '.~._a ~t`su'~,S4Y:ti~ a . "y....`"~w';.~a"itNrfi fur '°1:.~ ~ ,5-~•y d7~~;.. Jam:,^,- yj~~1r_ ;1^^r~11 . e"..; `v:p~ DYt`ly,(•r`~~'ti,.. -"wSj~i,}~^~~Rid~i Mme, ~ `ti~~ i~~~4~ ~~yWuY~~ :~.Yt ' ~~1"'~ 1y~„~~n ~.tM y `510.5. ,k'~~;'l5h a~d'Y ~3'Aa~ y4i'W°{S~'~`! n}$fi ^°i1x '~SYF:75^~nn+~~ty:: 92: ie~e^3:'415: i~is'~„~+~,t~~",£.^~~r 'a~~t"~JG•hv'~{ti~~~,Pi~s;~.d:• ~.~S i~w?.:5~. "`5.1}4~.: S5]a~cc2 L ~ qrt h i' } ♦YMu . 1 _ ~ ~~i i~+I1Mr •i N r' aeM V ~rtA R ~ 7Q ~R D UIC ER 7'~ I r ~7TN Pl. W VE 4~~ A V r. 4~1~ EVE i I a ,1 / ~ r  ALLQWED USES aTY CERT1FlCAl10N LEGAL DESCRIPTION REFER TO CONTAINER SYSTEMS PLANNED INDUSTRIAL DEVELOPMENT PLAN y«~ °rur r~r,r nc c ~ T prnr~e - _ - ti=p i~~-` - - COMMENgNG A7 THE NOR1H NER OF 1HE NORTHWEST E-QUARTER OF THE FOR ALLON~EO USES. APPROVED THIS DAY ~ . BY THE CI ATTEST SOUTHEAST dNE-WARTER .0. SURVEY MONUMENT 12309 SECTION 16, TOVYNSNIP 3 SOUTH ,RANGE 69 NlEST E SIXTH PRINCIPAL MERI FROM WHENCE THE SOUTHWEST CORNER OF SAID SOUTHEAST QNE-QUARTER C.O.W. SURVEY MONUMENT 13309} BEARS S00~ 3'10'E, AT A DISTANCE OF 2,636.71 ,WITH ALL BEARINGS HEREIN BEING RELATIVE THERETO; THENCE SOQ'13'10'E, A DISTANCE OF 94.50 FEET TO THE PANT OF BEGINNING; THENCE CONTINUING S00'13'14°E, A DISTANCE OF 1,223.32 FEET; GTY CLERK MAYOR 1 1 THENCE N89 38'23"E, A DIS?ANCE OF 376.2 FEET; THENCE N00'13'10'W, A STANCE OF 1,323.63 FEET; THENCE S74'44'20"W, A DISTANCE OF 3 .09 FEET TO THE POINT OF BEgNNING. CONTAINING 11.014 ACRES, MORE OR LESS. CHARACTER OF DEVELOPMENT GITY OF MMEAT RID(, COUNTY QF JEFFERSON, STATE OF COLORADO. THE CHARACTER OF THE DEVELOPMENT Nall NOT CHANGE VNTH THIS AMENDMENT. COMi~UNiTY DEVELOPMENT DIRECTOR l.~DS THE NORTH AREA OF THE SITE IS CURRENTLY IS USED FOR TRUCK-TRAILER ~//Q • 3~'r'~z-b ~ ~ PARKING. THE SURFACE IS GRAVEL AND DIRT. .L.s• SCOPE IS TO REMOVE EXISTING DIRT, GRAVEL AND PAVEMENT. REGRADE AND COUNTY CLERK AND REC~DERS CERI1FlCATE S'URVEYOR'S CERTIFlCATE ~-N ~j c,,4~ INSTALL NEW CONCRETE SURFACE. I, STE ~CFiELDER, PE, DO HEREBY FY THAT THE SURVEY OF THE I A NEW LOADING DOCK, OVERHEAD DOOR AND MAN DOOR WAS PREVIOUSLY STATE OF COLORADO } SS BWND~4f~~ 0~. TEMPLE-INLAND C~IPANY WAS MADE BY ME OR UNDER MY DIRENT CONSTRUCTED. COUNTY OF JEFFERSON } SUPERVISION A TQ THE BEST OF MY KNOWLEDGE, INFORMATION ANO BELIEF, b ~ G~ ` ACCORDANCE YN ALL APPUCA~E COLORADO STATUTES, CURRENT REWSEO EDIT10N AS AMEND ,THE ACCOMPANYING PLAN ACCURATELY EPRESfNTS SAID StJ~ t/~~Y~!~'J~ C~~ SURVEY. ~ c~-~.j HEREBY CERTIF'f THAT THIS PLAN WAS FILED IN THE OFFi~ OF T CLERK AND REC~2DER OF JEffERSON COt1NTY AT GOLDEN, COLORA O'CLOCK _ M. ON THE DAY OF A.D., I PAGE .RECEPTION N0. ~6T ~1~1~~ ~ 5 SIGNATURE - OVMIER'S C,ERIIFlCATE ?HE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO i= ' S HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE ~ QEVEIOPED AS A PLANNED OEVEIOPMENT IN ACCQRDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN 1HE THIS PLAN, ANO AS NAY JEFFERSON COUNTY CLERK AND RECORDER OTHERWISE ~ REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE SHEET INDEX G~ l APPROVAL OF A REZ~ItN~ TO PLANNED DEVELOPMENT, AND APPROVAL dF THIS FINAL DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. BESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS PAGE t TITLE PAGE ~Cf ~ ~ ~ Of SECTION 26-121 OF THE WHEAT RID( CQOE OF LAWS. BY: PAGE 2 SIT~/LANDSCAPE PLAN AND ELEVATIONS DEPUTY t STEVE HUPPERT, AGENT OF OWNER f STATE OF COLORADO ONRJER: ~ ss TEMPLE-INlANO COUNTY OF JEFFERSON ) 5000 OAK STREET WHEAT RIDGE> COLORADO 8Q033 303-403-2877 THE FOREGOING INSTRUMENT WAS AgCNOWCEDGED BEFORE ME THtS DAY 343-403-2838 FAX a OF . A.D. 20~ BY .WITNESS MY HAND ANO ~FIgAI i ARCHITECT: RUDD AND ASSOCIATES SEAL. ICY COMMISSION EXPIRES 8811 EAST HAMPDEP( AVENUE SUITE 206 1 DENVER, COLORADO X231 303-632-6802 1 303-632-6805 FAX NOTARY PUBLIC CIVIL & SURVEYOR: L BASELINE ENGINEERING 1526 COLE BLVD. SUITE 220 tbLDEN. COLQRADO 80401 303-940-9966 303-940-9959 FAX WZ-09-07 TEMPLE EMPLE-INLAND F.D.P. AMENDMENT 12-22- /.o I Af- 2-22-09 INITIAL SUBMITTAL WZ-82-04 CONTAI MS-82-03 CONTAR WZ-80-03 WTHDR N0~' Cl~~` AGER EE Q~ SATE DATA CHART: TEMPLE- K A1~ANMEt PEIFIED TRUN S ZONE DISTRICT: P.I.D. z. SETBACKS: NORTH SIDE = 50'+; SOUTH SIDE = 50'+; (FORMERLY CONTAINER SYSTEMS P.I. AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CIT A TRACT OF LAND IACATED IN THE NORTHWEST 1/4 OF YVEST SIDE = 50'+; EAST SIDE = 26'-8" e' BUILDING HEIGHt: 32 FT MAX. I_ ~a~~ _ SOUTHEAST 1/4 OF SECTION 18, T3 S, R 89 W, OF THE B CITY OF Wf~AT RIDGE, COUNTY OF JEFFER30N, STATE OF C 5000 OAK STREET sl SQUARE FEET ACAS PERCEMTII~E TOTAL AREA OF PROPERTY: 479,742 SF. 11.414 ACRES 100.0% OPEN SPACE: (LANDSCAPE AND WALKS) 170,921 SF. 3.924 ACRES 35.6X v~ PARKING AND DRIVE COVERAGE: 141,861 SF. 3.257 ACRES 29.6 NEW TRUCK PARKING: 18,374 SF• ~i ~L~ x u.. i -Y BUILDING COVERAGE: 166,960 SF. 3.833 ACRES 34.8 GROSS FLOOR AREA: EXISTING ROLL STOCK WAREHOUSE 47,210 SF. 28.3 7~- EXISTING CONTAINER WAREHOUSE 114,aao s~. WAREHWSE 1Q3,550 SF. 62.0 OFFICE 10,450 SF. 6.3~ EXISTING WASTE TREATMENT BLDG. 1,200 SF. •7~ NEW iNFILL BUILDING ADDITION: 4 5 TOTAL FLOOR: 166,960 SF. 100•a~ PARKING SPACES: 66 SPACES z~ HANDICAPPED SPACES: 4 SPACES J: y~ T u = fib a. (2) 6"x48" CONC. FILLED PIPE ~ EXISTING STORM DRAIN f s BOLLARDS TO PROTECT EXISTING FIR HYDRANT SET INTO 18° 0 CONC. EXISTING CONC. SLAB COORS GLASS CONTAINER r PIER, MIN 60" DEEP IXISTING BIDG. L~' Vp i ~i ~ I ieo'-o' ~,_o. ZONED P.I.D. aas._o. r I ~ s I ~ PR 0 ED 0 C. AVI G EXISTI G ~ ASPHA T CONTROLS AND \ ~ ALARMS EXiST)NG RAIL ~ ~ SPUR ~ \ ~ - - - \ ~ EXISTING CONG ~ ~ AT O.N. DOOR EXISTING EXIT D PROPOSED 6° CONC. PAVING T ~ ~ - - -eta REPLACE EXIS~NG DIRT AND ~ ~ \ r  AND Ned S C ~ / ~ 10 A 0 L O.C TOOLED JOINTS AT ' , ` EXISTING CONC. PAN. ARCS w l N. 1 1 ~ ~ d p a dC. PA 0 q O 1r"11011DCh 1 j ~ SPUR ` ~ ~ ~ REPAIR AS REQUIRED 1 i \ ~p P ~ i_~ i ~ i J i~ ~ cu I } ~ EXISTING DRIVE r` ~ ` ~ NEW 6" CONC. PAwN AREA IMPROVED WITH LANDSCAPE. ~ I EXISTING ASPHALT PA 'F ~ EXISTING J ~i~ ACCESS P41NT ~ M ~ p~C~ ~ f ~ PARKING I i h1AX. S TREES. TOP OF BERM AND ~ ~ TOOLED J(~NTS AT 10 AREA I ~i~ M ~ BEST LOCATION F~2 IRRIGATION ~ j I ~Z ~ ~ N ~ ~ AND SCREENING ~ ~ ~ o. ~ F. ~6 , ~ s v~ ~ ill ~ ~ ~ _ a 3` ~ ~ BO ~ RAMP DOWN 47,2 `o' ~ ~ ~z I R~ EXISI1NG HAN GAP ~ 'a PARKING STAL S , ~ N ` V a 0 ~i - 8'x18') I F ~ ~ I~EW IW~DN~16 DOp ~ ' \ \ ~ - - EXIST FIRE RISE CONTROLS AND 5. UNPLATIED ~ ~ ~ ALARMS 1.. ZONED A-~ EXISTING FIR {~R NT j~ r~ G EXIT DOOR ~ ~ i ` ~ t I - IMPROVE EXISTING POND FOR THIS BASIN ONLY . v n • v a, ~ `D 0D ~ ` POB 0.00 ~ f !i~ t COW-12309 z w S00°13'10'E 94.50' N 1 T ■ t .~_Y r ~i L z S} 1 I i I EXISTING Q.H. DOOR 1 t I~~tl I ~I  t ~ ~ ~ Y Awk I I ~IN I PREVIOUSLY CONSTRUCTED LOADING DOCK AND RAMP AREA ~ TRAFFIC YELLOW. TYP. 1/16 1 X1/16'=1' ,0• EAST ELEVATION SIMILAR WZ-09-07 TEMPLE- r a rte. a i s e l B a f r-a r- M rl% A A! r-. i r1k i t f ~ i T 12-22- 3 i t WZ-82-04 CONTAI MS-82-03 CONTAI WZ-80-03 WITHDR/ u ~a• e TEMPLE- PAGE 1 OF 2 (FORMERLY CONTAINER SYSTEMS P.I. '.I.D.) ~TY__L1F WHEAT RT11GF AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CITY A TRACT OF LAND LOCATED IN THE NORTHWE3f 1/4 OF SOUTHEAST 1/4 OF SECTION 18, T3 3, R 89 W, OF Tf~ 8 CITY OF Wf~AT RIDGE, COUNTY OF JEFFERSON, STATE OF C 5000 OAK STREET ~ ~ ia~~~~'r.'.,SiN'~;~t„"w ';F r~~:zWix.~~`.'v~`i4r~:. ~ 8TH P.M. ^2 ~ ~4 ,P ~y`~~~t,:,t',s~~,~.n^1.hrp:~~c V /~ti(~v1l~titi..~'1.:N. 1lti+r~A ~s~ iR;ryy,.~. j`w:1~;~a~i'~1Y'yy~~" fpiip )F C07ARAD0 t"~r . , eve ~t~~ ~.~,r~33ss~~~w...,.~ try ~v~`~i.~a • h:; q { ~l~~~ tiaC 'tit-. ,y.i ~ f,.hE*~~x~+,. Ctt. t'yf.~i.':,i'.t'„S~>;}~1,.:,~. y~ ' >F F^ <{,t;,:+.?"w`.4'' .t'S'~il~t4\ "'Vi. ~y~~/ ~J~!~y~ I t R i 8 ! {o p ~ ,6' w {~Iw '°06r t~ i p~~~}y~ VJ let~w s+* ` ~~i # ~LJ 11 ~Vt7 RD 7 UDC 1 47TH P~. A W 47TH 47TH ~  qTY CERIIFlCATiON LEGAL DESCRIPII~+I au.owEO uses > "PE_IC 1'~IT'1g 11C 1~/L1C"' A Y DI[''11'~C - = - COMMENgNG AT THE NORTHWEST CORNER OF THE NORTHWEST ONE-QUARTER ~ THE REFER 10 CONTAINER SYSTEMS PLANNED INDUSTRIAL DEVEI.OP#~ENT PLAN FOR ALLOWED USES. APPROVED THiS DAY OF . BY 7HE CI ATTEST SOUTHEAST (1NE-WARTER (C.O.W. SURVEY MONUh~ENT 12309), OF SECTION 16, TONRJSHtP 3 SQUTH ,RANGE 69 NlEST OF THE SIXTH PRINCIPAL MERIDIAN, FROM WHENCE THE SQUTHWEST CORNER OF SAID S~THEAST ONE-QUARTER (C.O.W. SURVEY MONUMENT 13309) BEARS S00'13'10"E, AT A DISTANCE OF 2,636.71 FEET, MATH ALL BEARINGS HEREIN BANG RELATIVE THERETO; is THENCE S4Q'13'10'E, A DISTANCE Of 94.50 FEET TO THE PplNT OF BEGINt~NG; CITY CLERK MAYOR i THENCE CONTINUING SO(}'13'10"E, A DISTANCE OF 1,223.32 FEET; THENCE N8938'23'E, A DISTANCE ~ 378.72 FEET; THENCE NQO'13'10'~W, A DISTANt:E OF 1,323.63 FfFT; THENCE S74'44'2t?"W, A DISTANCE OF 3 .09 FEET TO THE POINT OF BEgNNING. CHARACTER QF DEVELOPMENT CONTAINING 11.014 ACRES, MORE OR LESS. CITY OF YVHEAT RIDGE, CWNTY OF JEFFERSON, STATE OF COLORADQ. COMMUNITY DEVELOPMENT DIRECTOR E THE CHARACTER OF THE DEVELOPMENT Wlll NOT CHANGE WITH THIS AMENDMENT. THE NORTH AREA OF THE SITE IS CURRENTLY IS USED FOR TRUCK-TRAILER } PARKING. THE SURFACE IS GRAVEL AND DIRT. SCOPE IS TO REFAOVE EXISTING DIRT, GRAVEL AND PAVEMENT. REt~tADE AND COUNTY CLERK AND RECORDERS CERTIFlGATE MSTALL NEW CONCRETE SURFACE. •t ' i - ~R~~'S CERIIFlCATE A NEW LOADING DOCK, OVERHEAD DOOR ANp MAN DOOR WAS PREVIdUSIY STATE OF COLORADO ) SS i I, STEVE BATCHELDER, PE, DO HEREBY (~RTIFY THAT THE SURVEY OF THE BOUNDARY OF TEMPLE-INLAND COMPANY WAS MADE BY ME OR UNDER MY DIRECT C~+ISTRUCTED. COUNTY OF JEFFERSON ) SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INF(k2MATtON AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EQITION AS Ai~ENDEO, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF TH CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COIORI~D O'CLOCK _.M. ON 1HE DAY OF A.D., IN OWNER'S CERTIFlCATE PAGE . .RECEPTION N0. SIGNATURE THE BELOW SIGNED QWNER{S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PR(~ERTY IEGAILY DESCRIBED HEREON HALL BE i DEVELOPED AS A PLANNED dEVEIOPMENT IN ACCORDANCE MATH THE USES, RESTRICTIONS AND CONLNTIONS CONTAINED IN THE THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. i (YME) FURTHER RECOGNIZE THAT 1HE JEFFERS~1 COUNTY CLERK AND RECORDER APPROVAL OF A REZQNING TO PLANNED DEVELOPMENT, AND APPROVAL OF THIS SHEET INDEX FINAL DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. BESTED PROPERTY RIGHTS I~AY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS PAGE 1 11TLE PAGE OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. BY: PAGE 2 SITE/LANOSCAPE PLAN ANO ELEYATI~lS DEPUTY STEVE HUPPERT, AGENT OF OWNER .4 t STATE OF' COLORADO ) OWNER: } SS TEMPLE-INLAND COUNTY Of JEFFERSON } 5000 OAK STREET WHEAT RIDGE, COLORADO 80033 3Q3-403-2877 THE FOREG(~NG INSTRUMENT WAS AgCNOWLEDGED BEFORE ME THIS DAY 303-4Q3-283$ FAX v OF . A.D. 2Q BY . IMTNESS MY HAND AND OFFIgAL ARCHITECT: RU[~ AND ASSOGATES 8811 EAST HAMPDEN AVENUE SUITE 206 SEAL. MY C4MMISSfON EXPIRES QENVER> COLORADO 80231 303-632-6802 303-632-6805 FAX NOTARY PUBLIC CIVIL & SURVEYOR: BASELINE ENGINEERING r 1526 COLE BLVD. SUITE 220 n,,.,,. (iULUtIV, l.iJIVKAUV OV9V I 303-940-9966 303-940-9959 FAX WZ-09-07 TEMPLE- i 12-22- WZ-82-04 CONTAIN i. MS-82-03 CONTAIN WZ-80-03 WITHDRP c f c i ,I T ADE 0~ N4T ~U ~ UN ATTAHM NT P f ! TR S d u ATE DATA CHART: ZONE DISTRICT: P•Lp• SETBACKS: NORTH SIDE = 50'+; SW1H SIDE = 50'+; WEST SIDE = 50'+; EAST SIDE = 26'-8° BUILDING HEIGHT: 32 FT MAX. 9QUIIRE FEET AgiES PQ~ITIYGE ~ ~ TEMPLE- !-mil . 1~4:. i TOTAL AREA OF PRORERTY: 479,742 SF. 11.014 ACRES 1g0.0% OPEN SPACE: (LANDSCAPE AND WALKS) 170,921 SF. 3.924 ACRES 35.6 (FORMERLY CONTAINER SYSTEMS P.I. AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CIT A TRACT OF LAND LOCATED IN THE NORTHWEST 1/4 OF i~ PARKING AND DRIVE COVERAGE: 141,861 SF. 3.257 ACRES 29.6 - _=e z~ NEW TRUCK PARKING: 18,370 SF. BUILDING COVERAGE: 166,960 SF. 3.833 ACRES 34.8 f: GROSS FLOOR AREA: SOUTHEAST 1/4 OF SECTION 18, T3 S, R 89 W, OF THE 8 CTfY OF WI~AT RIDGE, COUNTY OF JEFFEli30N, SPATE OF C 5000 OAK STREET EXISTING ROLL STOCK WAREHOUSE 47,210 SF. 28.3 _ EXISPNG CONTAINER WAREHOUSE 114,000 SF. yygR~{p~,E 103,550 SF. 62.0 p~~~ 10,450 SF. 6.3~i EXISTING WASTE TREATMENT BLDG. 1,200 Sf. •7~ NEW INFlLL BUILQING ADDITION: ~ Q Y~ TOTAL FLOOR: 166,960 SF. 1~•0~ PARKING SPACES: 66 SPACES HANQICAPPED SPACES: 4 SPACES s (2) 6° x 48" CONC. FILLEQ PIPE ~ EXiST1NG STORM DRAIN BOLLARDS TO PROTECT EXISTING FIR 'R= 4 HYDRANT SET INTO 18° ~ CONC. EXISTING CONC. SLAB PIER, ~IIN 6Q" DEEP 24Q' 6" P' } 1 _ XJS~~tR€-RIS PR 0 ED G. PAVI G EXISlI G GpNTRp~S AND r- l \ ~ ASPHA T ALARMS EXISTING RAIL ~ ~ - - _J SPUR COORS GLASS C~ITAINER Pf ` , EXISTING CONC. D(IS11NG BLDG. r' ~ \ ~ AT O.H. DOOR ieo~-o° I so._o. ZONED P.I.D. aae,_o. ~ ~ ~ ~ EXISTING EXIT D PROPOSED 6" CONC. PAVING T ~ ~ ~ ~ - L, nrn~ •nr rv~[~tiun fVDT AAIR ~ ~ ~ ~ R~ri..r+~ ~n~~~~~.v u.... ....R _ . i ~ ~ TR SAND (~►1 C 4l. ~ _ M ~ ~ GRAVEL -TOOLED JOINTS AT 1 ~ ~ s ~ o 10'-0" O.G ~ ~ EXISTING CONC. PAN. l ~ R f'~ AAA tk I ~ ~Ko PAN ~ ~ SPUR ~ ~ ~ REPAIR AS REQUIRED I R ~IRE~ E I~ I ~ ~A~I~N N L ~I ~ ,O P ~ 1 I A ~ 4 R ~t~ II RANT W°Y~ } , ~ NEW 6" CANC. PAVIN AREA IMPROVED WITH LANDSCAPE. ` I EXISTING A~HAI.T P MAX. 6 TREES. TOP OF BERN AND ~ TOOLED J~NTS AT 1 BEST LOCATION FOR IRRIGATION ~ ,r~ a® Tn ~~a~ e~~ E i. ~ EXISTING ~ y~/ EXISTING DRIVE ~ ~ ~ i ACCESS POINT ~ ~ ~ tY" OFFICE ~ P ~ PARKING ( i 'd AREA I , W y ! ~ .`L i~ , c~u I ~ ANA SCREENING ~ ~ ~ ~ ¢ - 1 ~ R0 \ ~k'J ~ / / ~ Q' 6 J, t Z ~ V/ M , ~ ~~~d~ BO GFA ~ RAMP DONM 47, 3 ~ ~ EXISANG HAN CAP 'a PARKING STAL S i j 'a` \ ~ ($'x18') I i a. ~ `._i e _ I , ~ ~ ~ `t ` ~8' ~ N ~ ~ \ ~ - - EXIST FIRE RISE CONTROLS AND I f - ~ EXISTING PAR ING ~ ~ UNPLATtED ; ~ ~ ALARMS F STALLS (9x18 } ~ Z ZONED A-~ EXISTING FlRE NT i ~ 1 E ~ i G EXIT 002 ~ ~ . r t ~ ~ ~ - c _ ~ , ~ IA#PROVE EXISTING POND FOR THIS BASIN ONLY t u~ v ~ i i ~ aMO 3 , POB 0.00 ~ COW-12309 S00 13 10 E 94.50 r~ i~ E 'r 128' ~m f,J a i i 1~~ e I e` EX~STfN A~I~TEn 1 ~E ~ ~QN T°i~fN--TEE PAlUELS ¢9 r N y { EXISTING O.H. DOOR ~ ...~.r. ~ r..  wmxum~ ~ NUt I H t:l IUN F IV t- UVLA-nl NW%Jp I nfil I IwW PREVIOUSLY CONSTRUCTED LOADING DOCK AND RAMP AREA TRAFFIC YELLOW. TYP. 1/16'=1'-0° EAST ELEVATION SIMILAR WZ-09-07 TEMPLE a sw a•++ aA+. a~a , a s a~ ® a r+w r a a*~ • a j r ~4 ~ - 1/16 =V-om 12-22- .4 WZ-82-04 CONTAlt MS-82-03 CONTAII Imo. WZ-80-03 WITHDR E uL-- t sl . r ~'I City of Wheat~idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 2V' Ave. December 1, 2009 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Mike Rudd 8811 East Hampden Avenue, Suite 206 Denver, CO 80231 RE: Temple-Inland Final Development Plan Amendment Dear Mr. Rudd, The first submittal for the Final Development Plan Amendment for the property at 5000 Oak Street in the City of Wheat Ridge has been received and I have the following comments. Page 1 1. The legal description of the said lot is incorrect. The City of Wheat Ridge uses a State Plane Datum. Please refer to the comments from Public Works regarding the current city datum. The Public Works Department comments are included with this packet. 2. In the title block, under the title "Temple-Inland" please include a reference to the previous zoning document. It should read "Formerly Container Systems Planned Development". 2. Please include the "Case History" on title page. See redline comments for the case numbers. 3. Please see redline comments for revisions to the "Allowed Uses" text. 4. An additional sentence should be added under "Character of Development". It should read, "The character of the development will not change with this amendment. " 5. In the owners certification block please include the name of the owner or agent of the owner who will be signing the document. In parentheses next to the name please indicate if it is the owner or the agent of the owner. 6. Please remove the "Director of Community Development Certification" block 7. Please correct the "City Certification" block to read "Approved this day of , by the City of Wheat Ridge. Page 2 1. In the title block, under the title "Temple-Inland" please include a reference to the previous zoning document. It should read "Formerly Container Systems Planned Development". 2. Please include the area (in square feet)of the are to be paved for truck parking. w wxi.wheatridgexo.us 3. Please indicate the area (in square feet) of the new building structure. 4. Please make the corrections to the properties surrounding the site. Please see the redlined sheet for the corrections. Please review the responses and redline of the other commenting agencies and make changes accordingly for the second review. After all concerns have been addressed and the corrections have been made please resubmit the two redlined copies along with four full size copies of the revised FDP to me for further inspection. Upon the correction of discrepancies, the Final Development Plan Amendment the FDP will be ready to be signed and recorded. Feel free to contact me with any questions or concerns at 303.235.2845 Sincerely, Adam Tietz Planner, Community Development City of Wheat Ridge 7500 W. 29 h Ave 303.235.2845 (v) 303.235.2857 (f) 9 PROJECT TEAM SHEET INDEX _ _ - - - - - _ - - - - - - - _ - - - - - -i- ~ - - _ - - - - o - _ _ w R~~ Ro QWNER: PAGE 1 TITLE ~ TEMPLE-INLAND PAGE 2 SITE/ 4~ 5d00 OAK STREET C-1 GRADI i Z ~ SITE ~ WHEAT RIDGE, COLORADO 8D033 C-2 EROSI 5TE1lE HUPPERT D-i DRAIN G 303-403-2877 w 5ot~ avE = 303-4~3-2638 FAX a Y ARCHITECT: x ~ RUDD AND ASSOCIATES m ~ 8811 EAST HAM~PDEN AVENUE SUITE 206 o DENVER, COLORAQO 80231 MIKE RUC~D I-70 FRONTAGE RD N 303-632-6802 i_~o 303-632-6805 FAX i-~o - CIVIL: .J BASELINE ENGINEERING W 47TH AVE W 47TH PL 1526 COLE BLVD. SUITE 220 ~A w a~tti a GQlOEN, COLORADO 80401 KENNY BOYD 303-940-9966 303-940-9959 FAX ~ ~f Cf ~l I~'~' 1. DESCRIPTION .n ':HE WEST LINE NORTHWEST ONE-QUARTER SOUTHEAST ONE-QUARTER, -i `.>EC110N 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST BEARS S 00'00'00° W. _ h"QNUMENTS SET WERE N0. 4 STEEL REBAR PINS ~11N CAP STAl1NG LS. N0. 27030. P~h(,~~ ►~a~-~~ c~~m~~, ~~(in - b .~URVEY~R S CERTIFICATE I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF TEMPLE-INLAND COMPANY WAS MADE BY ME OR UNDER MY QIRECT SUPERVISION i;ND TO THE BEST OF MY KNOWLEDGE, INFDRMAl10N AND BELIEF, IN ACCORDANCE a-~ ti`fiTN ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS ~iMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. L_ 'f ~ i 4 a { :h `.SIGNATURE i OWNER'S CERTIFICATE COUNTY CLERK AND RECORDERS CERIIFlCATE THE BELOW SIGNED OWNER(S), OR LEGALLY DE5IGNATED AGEiJTtS) THEREUF, DO STATE OF COLORADO ) SS HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HERrON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCQRDANCE WITH THE USES, COUNTY OF JEFFERSON } RESTRICTIONS AND CONDITIONS CQNTAINED 1N THE THIS °LAN, AND AS MAY QTHERWISE BE REQUIRED BY LAIN. I (WE) FURTHER RECOGNIZE THAT THE h~REBY CERTIFY TNAT THIS PLAN WAS FILED IN THE OFFICE OF THE C CLERK AND RECQRDER OF JEFFERSdN COUNTY AT GOLDEN, COLORADO, O'CLOCK _M. ON THE DAY OF A.D., IN BO APPROVAL OF A REZONING TO PLANNED DEVELOPMENT, AND APPROVAL OF THIS FINAL DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. BESTED PROPERLY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT CO THE PROVISIONS PAGE RECEPTION N0. OF 5ECTIQN 26-121 OF THE WHEAT RIDGE CODE OF LAWS. JEFFERSON COUNTY CLERK AND RECORDER f, NATURE ~F OWNER(S) OR AGENTS} ~ ~~e~~ R Y ~ ~ ~ ~~L~~~ ~ BY: ~~M\ STATE OF COLORADO ) CG~ "J n`~ `~U~[u.~'+(1 COUNTY OF JEFFERSON ) 5S ~r ~ fi'g' i ~ Q~~ e3 } -t t`'~, ~ a~'1~.. THE FOREGOING 1NSTRUP~ENT WAS ACKNOWLEDGED BEFORE CIE THIS DAY OF A.D. 20 BY W1TNE55 MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES _ NOTARY PUBLIC r~ i i+- - ~ i J  IUIJ V lLj,L%-Jf IN !j NO. DESCRIPTION DES. BY'l D RN. I LTE 1 INITIAL SUBMITTAL sr 0 7 'Ore^oc - lhkLrd r, -P- ANyjo, 1-4- 1 0. o i a^ /vl RUDD & ASSO Architecture and 1 ) a 1 `i+ a 1 1 . QO NOT 0(JT L ~ R TRUNK ATTAOH~ENT SPECI~I~D _ _ - - - _ o - - - - - ii_ r SITE DATA CHART: " t :?ONE DISTRICTS P.I.D. AN OFFICIAL FINAL EVELOPMENT~P 0 CIT A TRACT OF LAND LOCATED IN TES NORTHWEST 1/4 OF SOUTHEAST 1/4 OF SECTION 18, T3 S, R 89 W, OF THE 8TH OF WI~AT RIDGE, COUNTY OF JEFFERSON, STATE OF COLO C~~s Uc~sS ~Nv~Nz R SETBACKS: NORTH SIDE = 50'+; 50UTH SIDE = 50'+; WEST 51DE = 5il'+; EAST SIDE = 26'-8' ~ ~r ~3UILDWG HEIGHT: 32 FT MAX. 4 i gQUARE FEET ACRES PERCENTAGE TOTAL AREA OF PROPERTY: 479,770 SF. 11.014 ACRES 104.0% t JPEN SPACE: (LANDSGAPE AND WALKS) 170.949 SF. 3.924 AGRES 35.6% +'ARKING AND DRIVE COVERAGES 141,861 SF. 3.257 ACRES 29.6% ;~-.c - NEW TRUCK PARKING: 18>370 SF. !3UILDWG COVERAGE: 168,960 SF. 3.833 ACRES 34.8% GRASS FLOOR AREA: EXISTING ROLL STOCK WAREHOUSE 47,214 SF. 28.3 EXISTING CONTAINER WAREHOUSE 114>000 SF. WAREHdUSE 103,550 SF. 62•a~ Z. ~i. t'. OFFICE 10,450 SF. 6.3% EXISTING WASTE TREATMENT BLDG. 1,204 SF. •7% i NEW INFILL BUILDING ADDITION: 4550 F. 2.7% TOTAL FLOORS 166,960 SF. 100.0 T~ 'ARKING SPACES: 66 SPACES 1' ~IANDIGAPPED SPACES: 4 SPACES Y t c, f i rte. - (2) 6'x48" CONC. FIIIED PIPE ~ EXISTING 5TdR1~ DRAIN BQLLARDS TO PRQTECT EXiST1NG FIRE EXISTING BLDG. t~ w a HYDRANT SET INTO 18" ~ CONC. EXISTING CONC. SLAB i t PIER, MIN 80" DEEP 240' 6" ZONED P.I.D. 339,-0' 180'-0° 50._x„ . - L. EXIST FIRE RISER ~t PR PO ED 0 C. AVI G EXISTING CONTROLS AND \ ~ ASPHALT ALARMS 9 f EXISTING RAIL SPUR \ EXISTING CQNG. R AT O.H. DOOR L ~ EXISTING EXiT DO PROPOSED 6' CONC. PAVING T ~ C - l a- . L ~q_ REPLACE EXISTING DIRT AND ti \ _ r_aa~rci _ rnni Fn .inin~n AT ~ VI\lIVLL ~vv~..a~v vv~~~~.. ~ ~ ~ 0 t0'-0" Q.C. + EXISTING CONC. PAN. ~ a ~ _ ALARMS o ~ SPUR ' ~ ~ ~ REPAIR AS REQUIRED ~ I ,r . i ~ .4 P G EXISTING DRIVE `v ' QG . \ ti`s Np~ , t ~ ` NEW 6" CANC. PAVING 1 EXISTING ACCESS POINT ~ ~ ~ AREA IMPROVED WITH LAN6SCAPE. ' ~ EXISTING ASPHALT PA MAX. 6 TREES. TOP OF BERM AND ~ TOOLED JOINTS AT 10' BEST LOCATION FOR IRRIGATION ~ OFFICE ~ PARKING ~ AREA ,ti , m AND SCREENING EXIS `~a ~ ~ ~ ~ h ' z M , \ ~ ~~~~0~ ~ . BO 0 0 SOP RAMP DOWN 47,21 3 . ~ F__ EXISTING HAN IGAP ~ ~ o~ ~ F= '6 PARKWG STA S i ~ a. o 7 - - (8'x18') NErr ~o~ ~ac ~ ~8`p~ _I~J~' ~ ti ~ EXIST SIRE RISER CONTROLS AND i ~ EXISTING PAR ING I ZONE P.I.D. ZONE~A-~ ~ ALARMS a STALLS (9'x18} EXISTING FIRE' ~~R\ T s - I EX G EXIT DOOR ~ ~ ~ V r ~ ~ ` I I J 1 IMPROVE EXlS11NG POND FOR THIS BASIN ONLY s r o~c s~r. i 1 i L r C r 128'-6" T.O. PANEL . EXISTING PAINTED 10'-0' WIDE CONC. TWIN-TEE PANELS I i Y ~ i 114'-0° I i tl 'ru-- HEAD - O.H. DOOR TIN c„ r {t i r 107'-2° HEAD i 1Q0'-0' ~ Pr EXISTING O.H. DOOR - i t~ir1~~'1..1 ~ i~ I 'IN I T-T f ~4.= l,,,. 1! T~~ 1 1 v ~ ~ -L PREVIOUSLY CONSTRUCTED LOADING DOCK AND RAMP AREA L 1/16"=1'-0° EAST ELEVATION SIMILAR .L~L;V1~lUN~ D=i 1/16 NO. DESCRIPTION 1 INITIAL SUBMITTAL 3 t } 'ate ~ RUDD & As Architecture and t i r -1 ~ _ - - _ _ _ _ I 554 g~° EXISTING ~h9 RAiLRQAD TRACKS 55~ r; y: _ ,X ~j - i , -f t t T 1 /  ar Q. 2 s ■ O..i... E ! ! t I t ■ 7 ws~ = s REPLACE 6" C WITH 15° HDP BORE UNDER INV IN=85.2 1 - - ..e.. ~ - - - - r 1NV OUT=84.2 .,y. J o . r . ~ ~o` off" ~ . 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E'LC~1V -~--1r- f__,~ ~ aE~ PkA~I Vi~V P Y- Y LQ~P APPR~1,f~D $Y: ~uNN ODD"f#7 i i i 2. CRUS~:~3 R~K' ~to02 (9-412" 4JII4iU I 3. INiE2E f~~SH SHAT ~ ~CQA~{~~LY TERi sv ~ 4, i~ViRE MFaH SHRL 9-33dC;N {`.~P1TfiR  L.i.. W 18. LINfNG OF TEMPORARY SWALES AND DITCHES SHALL BE 1N ACCORDAt4~E WITH THE URBAN DRAINAGE AND FLD00 CONTROL - - - - _i - S(1' MIN, CITY OF WHEAT RIDGE GENERAL GRADING AND EROSION CONTROL NOTES Dl5TRlCT MANUAL. s S7>;1P SIGN PER Ml3TC~i STANDARDS 1. THE APPROI/AL GRANTED IN WRITING FOR THIS DOCUMENT INDICATES rHE eI7Y OF WHEAT RIDGE PUBLIC WOR ENGINEERING Dl~ISION, HAS REVIEWED THE DOCUMENT AND FOUND lT IN GENERAL COMPLIANCE WITH THE CITY O SUBDI!/lSION REGULATIONS AND/OR THE URBAN DRA/NAGS AND FLOOD CONTRO DISTRICT CRITER/A MANUAL. THE RIDE ENGINEER, THRDU~H ACCEPTANCE OF THIS DOCUMENT, ASSUMES ND RESPQNSIBILITY (OTHER THAN AS C . P ~ i FOR THE COMPLETENESS AND/OR ACCURACY OF THESE DQCUMENTS. _ i P SfGN'"CON;sTRUC7IClN Etd7RANCG~ 2. THE ADEQUACY OF THIS GEC PLAN LIES WITH THE ENGINEER OF RECORD. t_ C~?~kSTEti~1GTI41N f~NGE, TYP,, Try D#S ~ C~ CHICLE ACCESS EKCEPT AT ~r`TC s 3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO /NSPECTJQN BY THE CITY OF WHEAT RIDGE ENGIN CllY OF WHEAT RIDGE RESERVES THE RIGHT TD ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP CONFORM TO THE GEC PLAN. _ NCIT T4 SCALE CITY OF WHEAT RIDGE 19. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO GRADING OR EROSION SHALL BE 4. THE PLACEMENT DF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE IN AC THE CITY OF WHEAT RIDGE -ACCEPTED GEC PLAN AND THE URBAN DRAINAGE AND FLOOD CONTROL MANUAL. THE CITY OF WHEAT REPAIRED lMMED/ATELY BY THE 6EC OPERATOR. THE GEC MANAGER SHALL BE HELD RESPONS/BLE FOR OBTA/NtNG ACCESS r~irurc rn en rercnrr pAnocArv ie n~ccnrn enm acde~ntennrr_ env nn~~-QC~- raeonrrr rn nn ~n~~nir tA/ATClJIA/AVC JA/tTl ~Ihlf1C i r 5. ANY VARlAT10N /N MATERIAL, TYPE OR LOCATION OF EROSION AND SEDIMENT CONTROL BMPs FROM THE CITY OF .ACCEPTED GEC PLAN WILL REQUIRE APPROVAL FROM AN ACCOUNTABLE REPRESENTATIt/E OF THE CITY OF 2" MIN 9" Mlt~. ~4Yo F~ 92"MIN. ENGINEERING Dtl/lSION. F , , O MATT=FtIAL INCLUDING WQCK1, PIPES, GRAVEL, 3~fi RIPRAP 6. AFTER THE GEC PLAN HAS BEEN ACCEPTED, THE CONTRACTOR MAY INSTALL THE IN1T/AL-STAGE EROSION CONTROL i OR ASPHALT, SHAI.I.6E PLACEED U~ GUTTER TQ SEE ~A42 PACILITA7E MOUNTING; CURB; ~IQWEVER, CURB Ft~R GRAbATION i~RAY BE CUT ~WAf TO A FIEfGH7' Ci+ 2" OR CONTROL BMPS INDICATED ON THE ACCEPTED GEC PLAN. HIGHER POR EA5II:RAGCESS AND R£PLACEt3 RAF6 NS!~RISS 1EON ATPRO.iECTCgMPLETI{3N. ACITYQPW19EA7RIDGE 6RAPPRtJVEC?EQUAL. j ~ - RIGHT~C1~-WAY' USE AN1? ~t1N5TRUG"C'1~3N #ERt~IT IS REQ.LIIREk~ Ft3R l~il5 VitgRK. 7. THE FIRST BAP TO BE INSTALLED ON THE SITE SHALL BE CONSTRUCTION FENCE, MARKERS, OR OTHER APPR0 DEFINING THE LIMITS OF CONSTRUCTION, INCLUDING CONSTRUCTION LIMITS ADJACENT TO STREAM CORRIDORS AND U TD BE PRESERVED. . NOTTC~ SCAtE ~ ' a ~ T N VEHICLE ~'RAt~t€t~G ~?h~'RQi. f~15TALLA ION QTES 8. THE GEG OPERATOR SHALL STRICTLY ADHERE TO THE CITY OF WHEAT RIDGE-APPROI/ED LIMITS OF CONSTRUCTIO THE CITY OF WHEAT RIDGE ENGINEERING DNISION MUST APPRD~E ANY CHANGES TO THE LIMITS OF CONSTRUCTI DISCRETIDN OF THE ENGINEERING DIVISION, ADDfTIONAL EROSION/SEDIMENT CONTROLS MAY BE REQUIRED IN AREAS OF CONSTRUCTION. ' 1, VEHICLE TRACKING GC~NTROL PADS 3HA,LL 6£ INBTAU.ED AT EVEt~Y AGGi~SS POINT TO SIT'E. ~ 2. VEHIGLIE TRACKING C>DNTROI. PANS S!-TALI. COT~lSi5T' t~l; HARD, bENSE, CiURABiwE STQNE, ANGULAR IN SHAPE AND REWSISTANT~~1 WEATHERING, Rt~uNDED S i g1VE t~R BOULCJ~iS ~ WILL NCTBIW ACCEPTABt.E.'I`HE STONES SHALL. BE 4" WI7~I A MAXIMUM SIDE 0I+ 6". 7IiE S7GNE SHALT. i~iAVEA SPEGIF#C GRAVITY ~ A7 LEAST 2.6, CON CRClt OF GR,4AATION V!'ILi. SE BY V]SUAI. INSPEC7IC?N5. ~ 3. ANY CRACKEI} QR DAMAGE€} CURB AN€~ GUTTER AND 3iDE+tYAt.1C SHALL 8E REPLACED BY 9. PRIOR TD AeTUAL CONSTRUCTION, THE PERMJTTEE SHALL t/ERIFY THE LOCATION OF EXISTING UTILITIES. FO CONTACT THE DENVER INFER-UTILITY GRDUP AT 7-800-92Z-X987 OR FAX AT (303)534-6700. PER~RITTEE, ~ A STG}P SIGN IN~'ALLED IN ACCORDANCE WITI~I THE PvIANUAL QN UNfECRN1 TRAF'~IG 4. ~ CONTROL DEVICES f~UTCl7} AS AMENDED, SHALL ~ IN ALLE i~4R EXITING TRAFIrIC A1' E C. ~ VEH[CLE TRACKING CtJNTROL MA{NTE~IANCE NCtTES 70. NATURAL l/EGETATION SHALL BE RE7A/NED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SD/L TO EROSIO OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATI 7 7. A COPY OF THE ACCEPTED GEC PLANS SHALL BE ON SITE AT ALL TIMES. S. GEC OP>~RATCIR SHALL INSPECT VEHICLi: TRACKING CONT>~OI,. DAJLY. GRAVI~L SURFACE SijALL &E t;l.F..A~J AND tCK'tSE ENOUGH Tt3 RU7 SLIGHTLY UNDER Ys~iEEt Lt7AD5 ANO r _ ~ CAUSE Lf3C}SI* GRAVE, TTO DISLCiDGE N1UD FRCxM! TIRES. WHEid GRAVEL BECC)MES COMPACTED DR FILLED WITH SEGIIMENT S~3 THAT THE EFFEC7iVENl~SS OF THE PAD iS ~ i?IMINI5HED, CG3N7RAGT4~R SHALL REP, TURN AVER, {}R OTHERWISE LOOSEN GRAVEL, ~ PE,fiCE ADD{TIONAt, NESN GRAVEL, OR REPLACE WITH NESS GRAVEL AS NECcSSARY TO ~ ~~rc~R~ E>+~>r.c7lv~a~ss. VEHIC{,E ~'~iACKiNG Ct)NTROL SHALL SE RInM{~VEL AT 7HI* END OF CONSTRUCTION, THE ~ GRAVEL MATERIAL REMOVED iF AAPROVEU BY THE COUNTY, USED ON 51TE, AND ~ THE AREA 70PSC~ILEi7, DRILI, 6E~?ED AND GRJP~P N9ULCHED aFf C3THERWiSE STABILIZED. l2 ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE THROUGH THE eITY OF WHEAT RIDGE-APPR01/ED A 1/EKICLE TRACKING CDNTROL PAD IS REQUIRED AT AFL ACCESS POINTS ON THE SITE. ADDITlON,4L STABILIZED ENTRANCES MAY BE ADDED WITH AUTHORIZATION FROM THE CITY OF WHEAT RIDGE ENGINEERING Dl1/ISION. T ~ ~1 3 13. THE GEC OPERATOR lS RESPONSIBLE FOR CLEANUP OF SEDIMENT OR CONSTRUCTION DEBRIS TRACKED ONTO A AREAS PAl/ED ARE,4S INCLt/DING STREE(S ARE TO BE KEPT CLEAN THROUGHOUT BU1L0-OUT AND SHALL BE C STREET SWEEPER OR S!Ml1AR DEl/ICE, AT FIRST NOTICE OF ACCIDENTAL TRACKING OR AT THE DISCRE770N 0 WHEAT RIDGE GEC INSPECTOR. STREET WASHING 1S NOT ALLOWED. CITY OF WHEAT RIDGE RESERVES THE Rl ADDITIONAL MEASURES TO ENSURE AREA STREETS ARE KEPT FREE OF SEDIMENT AND/OR CONSTRUCTION DEBRIS. ~ ~ ~t~q~. ~ GC?DE U ~ c~ ~ ~ OtflRP APPR~}VEq B~': 7 SNN ~6tD 14. APPR01/ED EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED AND KEPT IN G000 REPAIR FOR TH THIS PROJECT. AT A MINIMUM, THE GEC OPERATOR SHALL INSPECT ALL BMPs JN ACCORDANCE WITH THE ACCE ALL NECESSARY MAINTENANCE AND REPAIR ACTIVITIES SHALL BE COMPLETED WiTH/N 48 HOURS FOR LEIiEL 111 IMMEDIATELY FAR Lfl/EL ll VIOLATIONS, OR AS DIRECTED BY THE CITY OF WHEAT RIDGE ACCUMUL4TE0 7 r. R CONSTRUCTION DEBRIS SHAD BF REMO1/ED AND PROPERLY DISPOSED OF ON A DAY TO DAY BASIS i5. TOPSOIL SHALL BE STRIPPED AND STOCKPILED !N THE LOCATION SHOWN ON THE ACCEPfEO GEC PLAN. .v + -  76. THE ACCEPTED GEC PLAN MAY REQUIRE CHANGES OR ALTERATIONS AFTER APPROVAL TO MEET CHANGING SIT CONDITIONS OR TO ADDRESS INEFFICIENCIES IN DESIGN OR INSTALLATION. THE GEC OPERATOR SHALL OBTAIN P FROM THE DESIGN ENGINEER AND CITY OF WHEAT RIDGE ENGINEERING FOR ANY PROPOSED CHANGES. iAEn nlTr nn nnn jrnT - iii►~ r, ~ )t t oe? u ti now TA IN PRIOR APPROVAL DRAWING SIZE 24" X. 36" u 17. NO PERMANENT EARTH SLOPES GREATER THAN J.- I SHALL BE ALLOWED. SURVEY INFO 10/11/09 1 BASELINE ENGINEERING DRAWING NAME co3055 Oivil_recover.dwg SHEET 2 OF 2 C2 -r s+~-' , ~ ~ ; 5 ` ~ ~ S i ~ 'M i`. ~ ~ i r a,. ~ ~ ~ w~°.. ~ ~ , k yr~"' ~ 4 r S ~ - ~ , „ . , f . ~:t . ~ 1 . _ i ~ ~ _ i= ' G L._ - 1 r... ~ i- e 4 i 'T ~ ` „ , , i_ i - - .5~1Q i ~~p5" k r . . 0.82 0.50 . _ e ~ 5 0.15 . ur. t ` ' ~ _ ~ ' ~ O ~ ~ EXISTING POND ~ ~ WSE ~ 5483.9 r' ~ ~ ` ~5°° = _ I . u~ ~n . ~`nn o °o : Q' / rn° ,o`n'o 2 ~ . i F _ , 97 , .5495 . , r; - V `495 g4 , . ice/ i EXISTING ~ PROPOSED EDGE _ RL~ -1; ~ FFE =5487.84 a 0 T""' v cn W CS7 - . 00 d"' C? k,{") rn' D . ~ a~i ~ cdn ~n ,-~C Z O 11 } - S 1' y~ ( W Q f--- ~ DEVELOPED DRAINAGE PLAN z D1 D1 0 v z 0 i w qU l~ ~ w j: 1 Y ~ r. , oO ~..i i t w l~ r i. z~ wz ~ ~ ,a i z ~ ~ , ~ ~4 - YW ~ , { , ~ ~ ~ ,p; Q ~ oz ~ ~ ~ ~ ~ ~ ~r 9 l~ u ; ~ i o' f z o~ tu'~1 asp 4 r ~ 4/ j ,~rf s..t~ '.r>.1_ ~ fit" ~ w f~e ~ ~ ~ i s; N ~J. - ~ ~ f ~ y r ~ 1 ~ ~e~ ~ ~r a ~ ~ ~ y ~ ~ ~ y J i ~ : ~ ~ t ~ . , . j~ JA'~M ~ r ~ Y ~ .f t:' 1 y;, K, ~ / '~.Y % ':1 ~ ':a :r 3 ' . 1' ~ ~ j i FF Y, Y 3 `.`,.I E' ~ ~ ~ ~ ~ ~4~ - ~ ~ W s a ~ ~ . ~ s~ } Yr LJ ~ Y o U > Q w d /i 4 r ~ ~ a ~f t j £ 1 , d~ s ~e jai w f - A ~k _ Y~.A ~4 fGiF ~ Ar t~ 1 . Z1' t ~ ' . ' } 4 „wi ~w-• r" 'N~f tY m J r~ N ~y z .y~ 4 z"'~ ~ ~ tF v;~7i~* ' Ti;ryJ'"~ s L~n,,~~,k, ~Q'ow'4~+n:~t:. n ~ ~t u~F~~b t ~w ~ h,,. Y4~rt;g~r .4 ~mu~iW t~y~ v ~ ~~l 1 r~, 1'~~ JY4 , .rtes. t >xiJ'rc't3J7+',. i.{°~k~~~tt7k ~r~~~M~~,♦ Y, Y1'SyJ; K ,:fi" .s, ~i ~ ~'St't~' ~PJ'.; ~r '>~'Jl!,''HYS. t.+-~ o,Ra:, , k 4 ' , J ,u r~ ' as ~k~.l ~ r~ r v M A ~z 7~. _ r:.::~~~ ~~,~~~3~~'~~~'~M1*'"~,~ fix',... 'M' k L. Y ..J° £ ` .;e is ~ r ~~+rm +r 1 1 ~ ~ .r. ~ a F ~ ~ ~ ~ ; ~ J ~ ~ I r , , ~yryl;jy M+kw`.r~4iilAknlA YVxx ~ ;5 "4~ C } 4' N _ ~ ~ r• ~ . a,e ~ J nw . , r ~ ~ j '~6 r i s h t~ .~w:,~ G ,n onu~.kr x,.,,..,s. ~,~n+~...::r. 1 r, , ~  XX XX/XX IN111AL SUBMITTAL VICINITY MAP t 0? NOT TO SCALE i DRAWING SIZE 24" X 36". SURVEY INFO 10/11/09 BASELINE ENGINEERING DRAWING NAME co3055 Civil -recover. dwg SHEET OF I I.M. oil N ~111 Jul 1.1,11 MIN DI ` ~f City of ge Wheat- R:idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29ih Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 November 13, 2009 Mr. Steven M. Batchelder, P.E. Baseline Corporation. 1658 Cole Boulevard, Suite 295 Golden, CO 80401 303.940.9966 Re: First Review Comments of the Final Drainage Report/Plan and Grading & Erosion Control Plan for the Temple-Inland Parking Lot Project located at 5000 Oak Street. Dear Mr. Batchelder, I have completed the first review of the above referenced documents received on November 5, 2009, and I have the following comments: Final Drainage Report (Discussion): 1. State the increase in impervious area (the square footage of the proposed pavement area) in the Report. 2. Public Works does not see the benefit of the minor regrading proposed to the pond. Since it appears there is already sufficient volume to handle the increase in imperviousness and by doing the small grading shown it would only create an unnecessary erosional issue, PW highly recommends against this and feels it should be removed from the plans. 3. The proposed relocation of the existing pond 12" culvert which was to serve as a "release" mechanism is inadequate and does not meet UDFCD structural BMP standards. Please provide a design and include a description for a WQ outlet structure adhering to Volume 3 criteria. 4. Include in the discussion the WQ, Q5, and Q,oo release rates for the proposed outlet structure. 5. The lowermost orifice opening of the WQ plate must lie at the permanent pool elevation. The invert of the outlet pipe needs to correspond to this elevation as well (which means a portion of the channel downstream may need to be regraded). 6. In designing the outlet structure you may wish to take advantage of the permanent pool in the existing pond. By designing the WQ release based upon a Retention Pond (Wet) per UDFCD Vol. 3 BMP guidelines, you could reduce the drain time to 12 hours as opposed to the standard 40 hours for an EDB design. By reducing the drain time it of course will allow for larger orifice openings, which is good for a couple of reasons including the fact they are less likely to clog. I have attached two sheets from Vol. 3 for reference should you decide to go this direction. 7. State that the minimum 1-foot freeboard per UDFCD guidelines is provided for in this design. 8. Please include a design and discussion of an emergency overflow weir. 9. Discuss where excess stormwater will flow, and what if (any) will be the impact to downstream properties. Include the anticipated limit of where runoff may back up into the proposed concrete area during the major event, and discuss any potential impacts to the recently approved loading ramp area. 10.Please provide a P.E. seal and signature on the revised Final Drainage Letter. Final Drainage Report (Appendix): 1. Include the outlet structure design in the Appendix. 2. Include WQ, 5-year, and 100-year release rate (orifice plate) calculations. 3. Provide a design and include calculations for a 100-year emergency overflow weir i w .eimheatridge.co.us Public Works Engineering November 13, 2009 Page 2 Final Drainage Plan: I. Please show the pond outlet structure on the plan view. 2. The Drainage Plan needs to include details for the outlet structure and associated orifice plate. 3. Show the location and dimensions of the emergency overflow weir for the pond. 4. Please remove the minor regrading along the northwesterly portion of the pond. 5. Need to show the grade percent(s) for the proposed pavement area. 6. If applicable, show the regrading which may need to happen downstream of the pond. Grading & Erosion Control Plan: 1. Provide standard City details for following: a. A concrete washout area (C WA) for any concrete work proposed for this site (e.g., outlet structure). b. If applicable, silt fencing & check dams downstream from the pond should any regrading be necessary in this area. 2. Identify the concrete channel along the southerly portion of the parking are as being existing. 3. Include standard City of Wheat Ridge erosion control notes (see Note 4 below). 4. Please provide a P.E. seal and signature on the all Construction Plans sheets. Final Development Plan: 1. Need to include a good Legal Description, to include a metes and bounds portion with a section tie and all bearings are to be on the Current City Datum (please refer to Note 4 below). 2. Provide the owner(s) or representative(s) names for the owner's signature block on sheet 1. 3. Please remove all of the civil plan sheets from the FDP set. Stormwater Program Manager Review This submittal was forwarded to Bill LaRow, Stormwater Program Manager, at 303.235.2871 for review. Please find his review comments attached to this letter. The Public Works Department requires 2 signed & sealed hardcopies of the Final Drainage Report/Plan, Grading & Erosion Control Plan, and Final Development Plan accompanied by one electronic file in PDF format. The electronic file may be delivered on CD-ROM with the next submittal or by e-mail to me at: dbrossman(&ci.wheatridge.co.us. NOTES: 1. Application for Minor Grading/Fill Permit: Prior to the commencement of any onsite grading or construction activities, an application for a Grading/Fill Permit along with the fees due shall be submitted for review and approval. wiwxim heatridgcxo.us 5000 Oak St - Temple-Ivlaad - mviewl.lo-.doc Public Works Engineering November 13, 2009 Page 3 2. Drainage Certification Required Prior to C.O. Upon completion of the drainage improvements, the Engineer-of-Record Mr. Steven Batchelder, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Grading & Erosion Control and Drainage Plans, all drainage facilities were constructed and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and the construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans for all constructed drainage facilities prior to issuance of a Certificate of Occupancy (or Certificate of Completion). Two (2) copies of the "As-Built" Plans shall be submitted as follows: a. I copy is to be on full-size 24" X 36 " bond paper, signed and sealed, and b. I copy is to be on electronic media (DVD or CD-ROM) and shall be in AutoCAD 2003-2007.dwg format only. Stormwater Maintenance Agreement and O & M Plan Required All post-construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For the stormwater quality facilities including, but not limited to, above-ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker StormcepterD, or for a hydrodynamic separation system such as a Contech VortechsO, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log will be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge requirements. 4. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.wheatridi!e.co.us The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor/Development Review Engineer CC: Steve Nguyen, Engineering Manager Adam Tietz, Planner I Bill LaRow, Stormwater Quality Program Manager File wwivA.wheatridge.co.us 5000 Oak St - Temple-Wmd - mviewl.ltr.doc City of Wheat Widge PUBLIC WORKS STORMWATER QUALITY MANAGEMENT PROGRAM City of Wheat Ridge Municipal Building 7500 W. 290 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 To: Steve Batchelder, Happel and Associates From: William C. LaRow III, Stormwater Quality Program Manager Date: November 13, 2009 Subject: Proposed repaving at 5000 Oak St., Wheat Ridge CO. I have reviewed the engineering drawings dated October 26, 2009 (Vt submittal) for the above project and I have the following comments: General comment: • Need to use the City of Wheat Ridge details for all BMPs being proposed. • Will there be any wetlands filled in? Drawings: • Silt fence needs to be placed any where that the site is either at or above the adjacent property, all areas with disturbance must have sediments control BMPs. • Will there be portable bathrooms for workers, if so show location on plans • Need to have construction boundaries delineated with fencing, can be silt fencing and/or construction fencing. • Show on the map the area that the erosion control blankets will be placed, not just the text. • Need to have silt fence at the end of the Swale, within the project area. • Show the percent grade for the swale along the west side of the site. • Need to better show the topography along the western edge along the Swale and railroad tracks. • Will there be any stock pile material, ifge need to show where and any slopes greater than 3 to 1 slope will require sediment co~nttrrc .,,.o U } William C. LaRow, P.G., C.H.M.M. Stormwater Quality Program Manager City of Wheat Ridge PW Eng Dept ph (303) 235-2871 Date: 1111316) DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES Littoral surface area 6 to 12 inches deep equal to 25 to 40% of permanent pool -Underdrain water surface area F -A /l sidelopes sn 4h:1v Outlet wl fresh rada Permanent Pool Volume = 1.0 to 1.5 Spillway Stable Maintenance Access PLAN Not to scale Inflow Emergency Spillway Crest (ea, 100yr, SPF, PMP, ela) Overflow for larger stoney Embankment WQCV Permanent Pool ` 2 to 5 feet / 1 fY Outflow Concrete Paved' Surface Littoral Berth & Zone Underdrain utlet Works PROFILE Not to scale Permanent W S. 4>.rfl.lr ~ 12•• Av. depth: 4 to 8ft iltorel Zone 12 r max. 41 or flatter Section A - A Trench Badfll Permanent W.S. CDOT Sect. 703 4" Perforeletl Pipe PASHTO 467 wrapped in geolextile Underdrain Detail Figure RP-1-Retention Pond (Wet); Plan, Profile and Details Rev. 6/2002 Urban Drainage and Flood Control District S-89 STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) 0.50- 0.45- 0.40 y 0.35 m t u 0.30 - v v L 0.25 3 0.20 U C7 3 0.15 0.10- 0.05 - 0.00 - Z Extended Detention Basin 40-hour Drain Time 77 Constructed Wetland Basin 24-hour Drain Time ` 3 2 WOCV= a (091i -1 +0.78 .19i 1) Retention Pond, Porous Pavement Detention and Porous Landscape Detention 12-hour Drain Time 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Total Imperviousness Ratio (i= I q1100) Figure RP-2-Water Quality Capture Volume (WQCV), 80`n Percentile Runoff Event S-90 Rev. 6/2002 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES 10.0 8.0 6.0 4.0 2.0 1.0 0.80 0.60 m 0.40 m E 0 m 0.20 n f0 U 2.1 00.10 d 0.08 5 0.06 0.04 0.02 0.01 0.2 0.4 0.6 0.8 1.0 2.0 4.0 6.0 8.0 10 20 ) Required Area per Row,a (in 2 Source: Douglas County Stone Drainage and Technical Cntena, 1986. Figure RP-3-Water Quality Outlet Sizing: Retention Pond (Wet) With 12-hour Drain Time for the Capture Volume Rev. 6/2002 Urban Drainage and Flood Control District EXAMPLE: DWQ = 2.0 ft WQCV = 2 1 acre-feet . SOLUTION: Required Area per Row = 16.5 in. EQUATION: WQCV a K 12 in which, K 12 =0.008Dyy2 + 0.056DVM- 0.012 by h~ `O a r c` o~ Yu ou S-91 STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) Design Procedure Form: Retention Pond (RP) -Sedimentation Facility Designer: Company: Date: Project: Location: September 25, 2002 EXAMPLE 1. Basin Storage Volume = 50.00 % A) Tributary Area's Imperviousness Ratio (i = 1,/ 100) r 9 50's B) Contributing Watershed Area (Area) Area= 100.00 acres C) Water Quality Capture Volume(WQCV) WQCV ? A17. 'atershed inches (WQCV =0.8' (0.91 - 1'- 1.19' 1`+0.78' I)) D) Design Volume: Vol=(WQCV/12)'Area Vol - 738 ` i acre-feet 2. Permanent Pool A) Volume: Vol-Pool = (1.0 to 1.5)' Vol in 1D, or 1.375 to 2.063 acre-feet Vol-Pool = 1.40 acre-feet B) Average Depth Zone 1 = Littoral Zone- V to 2' deep Zone 1 = 0.75 feet Zone 2 = Deeper Zone - 4 feet to 8 feet deep Zone 2 = 6.00 feet C) Maximum Zone 2 Pool Depth (not to exceed 12 feet) Depth = 9.00 feet D) Permanent Pool Water Surface Area (Estimated Minimum) (Zone 1 - Littoral Zone = 25% to 40% of the total surface area) % = 37.3 acres 0;129; z (Zone 2 - Deeper Zone = 60% to 75% of the total surface area) 52.790, acres=0. 1711:- Total Estimated Minimum Surface Area (Aram) % ytlX>000 acres 0,446 ,,n; { 3. Annual/Seasonal Water Balance (Q,m has to be positive) Q,,,,, = 181.00 acre-feetyear Q,,,,p = 1.30 acre-feeVyear Qseep,8e = 2.10 acre-feeVyear QE.r, = 0.80 acre-feeVyear Q„e, a975Bb ?acre-feeVyear 4. Outlet Works A) Outlet Type (Check One) Orifice Plate X Perforated Riser Pipe Other: B) Depth at Outlet Above Lowest Perforation (H) H = 4.00 feet C) Required Maximum Outlet Area per Row, (A,) A, _ 199,,, _square inches D) Perforation Dimensions (enter one only): i) Circular Perforation Diameter OR D = 1.1250 inches, OR ii) 2" Height Rectangular Perforation Width W = inches E) Number of Columns (nc) nc- r_ 3,rura'1 Number S-92 Rev. 6/2002 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES Design Procedure Form: Retention Pond (RP) - Sedimentation Facility (Sheet 2 of 3) Designer Company: ACME Engineering Dale: September 25, 2002 Project: EXAMPLE Location: F) Actual Design Outlet Area per Row (A,) A, _ i 99 ?square inches G) Number of Rows(nr) nr= 12 Number H) Total Outlet Area (A,,) kt 2386 .;,square inches 5. Trash Rack A) Needed Open Area: A, = 0.5' (Figure 7 Value)' A„ At 799 <square inches B) Type of Outlet Opening (Check One) X.-:... 12" Diameter Round •t' 2" High Rectangular Other: C) For 2", or Smaller, Round Opening (Ref.: Figure 6a): p Width of Trash Rack and Concrete Opening W„„ Z4,.: inches (W,,.) from Table 6a-1 fl) Height of Trash Rack Screen (Hm) HTa =,:.~72_ inches iii) Type of Screen (Based on Depth H), Describe if "Other' X S.S. #93 VEE Wire (US Filter) Other: iv) Screen Opening Slot Dimension, Describe if "Other' X:,.,"s~ 0.139" (US Filter) Other: v) Spacing of Support Rod (O.C.) i f inches Type and Size of Support Rod (Ref.: Table 6a-2) TE 0.074 in. x 0.75 In. vi) Type and Size of Holding Frame (Ref.: Table 6a-2) 1.00 in. x 1.50 in. angle D) For 2" High Rectanaular Opening (Refer to Figure 6b): I) Width of Rectangular Opening form 4.D.ii. (W) W= inches ii) Width of Perforated Plate Opening (W,,,, = W + 12") Ww„= inches iii) Width of Trash Rack Opening (W, from Table 6b-1 W.,,,, ,s + inches iv) Height of Trash Rack Screen (Hm) HTa inches v) Type of Screen (based on depth H) (Describe if "Other') Klemp'm KPP Series Aluminum Other: vi) Cross-bar Spacing (Based on Table 6b-1, Klemp'" KPP -inches Grating). Describer "Other' Other: Rev. 6/2002 S-93 Urban Drainage and Flood Control District w w a ~m _ ~ W m f=_ 1 ~r. D d l~ ~ F= Z w a - ~ N~ ~ ~ _ z ~a 4 ~ ~ > z ~ o ~o ~ ~ ~ ~ ~~o ~~W ~  I.i ~ ~ w ~ ~ ~ ~ Z d m Y ~ ~ ~ ~ ~ ow c~~W ~ ~Qw ~ ~ o ~ w D 'c~'~ o U a~ ~ c~ v ~ ~ i W tf A W w ~o o~~~ a ~o~o m~ a w ~ H w o~ x * W °~j w. • `~~"r a ~ O ~ ~ u ~ ~ . ~ ,`i r J . n ~ ~ ~rC fl.. t~ "rt Fes- ~ ~ - _ ~ ~ w ~ ~.T1~ p~~~~ Y ~ . ~ o,,, ra .Q ~ w ~ F+y cx r.~ ~ wdZ.~ w .G w ~ ~r Q a M~■~ ~ ~ `0 ~ W Q ~ 0 0 ~ ~w ~ t~G t~. m w z o ~ w~~ a c~ w w ~ ~w ~ ~ ¢ w ~ ~ to ~ W. ..._1,ll.t__.•. 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Page 1 of 1 Adam Tietz From: Bill DeGroot [bdegroot@udfcd.org] Sent: Monday, November 09, 2009 11:33 AM To: Adam Tietz Subject: Case No. WZ-09-07/Temple-Inland We have no concerns regarding this proposal. Bill DeGroot, PE Manager, Floodplain Management Program Urban Drainage and Flood Control District 11/13/2009 Regional Transportation District 1600 Blake Street D Denver, Colorado 80202-1399 ID 303.628.9000 1 RTD-Denver.com November 12, 2009 Adam Tietz Case Manager Community Development 7500 West 29" Avenue Wheat Ridge, CO 80033 Re: Case No. WZ-09-024/Temple Inland Dear Mr. Tietz: Thank you for providing RTD with the opportunity to comment on the above referenced case. Although the property is in close proximity to the Gold Line Corridor right-of-way, we do not have any comments on the plan. Should you need additional information, I can be reached at (303) 299-2439. cc: Liz Telford, Manager Corridor Planning, Environmental Development Review File: Wheat Ridge #ll An Equal Opportunity / Affirmative Action Employer CITY OFV ADA COMMUNITY DEVELOPMENT DEPARTMENT FAcsIMILE: 720-898-7437 A TDD: 720-898-7869 PHONE: 720-898-7435 November 13, 2009 Mr. Adam Tietz Wheat Ridge community Development 7500 W. 291h Avenue Wheat Ridge, CO 80033 RE: WZ-09-07/Temple-Inland Dear Adam: Thank you for the opportunity to review this proposed expansion. The City of Arvada does not have any concerns regarding the project. Si cerely, OD~L~ Drake Senior Planner P.O. BOX 8101 A 8101 RALSTON ROAD AAPvADA, COLORADO A 80001-8101 City of Wheat~idge POLICE DEPARTMENT Memorandum TO: Meredith Reckert, Community Development Case Manager THROUGH: Daniel Brennan, Chief of Police via chain of command FROM: James Cohen, Crime Prevention Sergeant DATE: November 10, 2009 SUBJECT: Community Development Referral: WZ-09-07/Temple-Inland Upon review of this Special Use Permit, I noted no crime prevention impact to the Wheat Ridge Police Department. The parking of trucks along W.501h Ave has caused numerous traffic issues in the past and this project should alleviate that problem. jc Arvada Fire Protection District Division of Fire Prevention November 13, 2009 Mr. Adam Tietz Department of Community Development City of Wheat Ridge 7500 W. 29' Ave. Wheat Ridge, CO 80033 RE: WZ09-07 Temple Inland 5000 Oak Street Dear Adam, We have reviewed the site plan for conformance with the 2003 International Fire Code and have the following comments. Fire protection is provided to this site by Station 2, 12195 W. 52"d Ave. and Station 1, 7900 W. 57'x' Ave. 2. The site plan indicates that the proposed new building will be constructed over an existing fire line. The fire line is a private water line and not a part of the Valley Water District water system. Presently the site is an existing concrete pad used as access between the two buildings. It is also our understanding that this private system water line has been in service for a number of years. Standard NFPA 24 Installation of Private Fire Service Mains and Their Appurtenances. Section 10.6 Protection Against Damage states: Section 10.6.1. Pipe shall not be run under buildings. Section 10.6.2. Where pipe must be run under buildings, special precautions shall be taken, including the following: Arching the foundation walls over the pipe. 2. Running pipe in covered trenches. 3. Providing valves to isolate sections of pipe under buildings. The developer needs to address this issue now that a building will be above the private fire line. 7903 Allison Way • Arvada, Colorado 80005 • (303) 424-3012 • Fax (303)1432-7995 Information will need to be provided as to the fire protection systems that may be connected to the private fire line and procedures in the event the private fire line ruptures. Sincerely, Arvada Fire Protection District Steve Steigleder Deputy Fire Marshal Attachment: NFPA 24 Section 10.6 Protection Against Damage. 2 ..............T Tl1 T nc ov WA`rr ❑ V V cVVVICTZ MAINS AND THEIR APPURTENANCES 10.2.3 Pressure Limits. Listed fittings shall be permitted for the system pressures as specified in their listings, but not less than 150 psi (10 bar). 10.2.4* Buried Joints. Joints shall be approved. 10.2.5* Buried Fittings. Fittings shall be of an approved type with joints and pressure class ratings compatible with the pipe used. 10.3 Joining of Pipe and Fittings. 10.3.1 Threaded Pipe and Fittings. All threaded steel pipe and fittings shall have threads cut in accordance with ASME B1.20.1. 10.3.2 Groove Joining Methods. Pipes joined with grooved fit- tings shall be joined by a listed combination of fittings, gaskets, and grooves. 10.3.3 Brazed and Pressure Fitting Methods. Joints for the connection of copper tube shall be brazed or joined using pressure fittings as specified in Table 10.2.1(a). 10.3.4 Other Joining Methods. Otherjoining methods listed for this service shall be permitted where installed in accor- dance with their listing limitations. 10.3.5 Pipe Joint Assembly. 10.3.5.1 Joints shall be assembled by persons familiar with the particular materials being used and in accordance with the manufacturer's instructions and specifications. 10.3.5.2 All bolted joint accessories shall be cleaned and thoroughly coated with asphalt or other corrosion-retarding material after installation. 10.4 Depth of Cover. 10.4.1* The depth of cover over water pipes shall be deter- mined by the maximum depth of frost penetration in the lo- cality where the pipe is laid. 10.4.2 The top of the pipe shall be buried not less than 1 ft (0.3 m) below the frost line for the locality. 10.4.3 In those locations where frost is not a factor, the depth of cover shall be not less than 21/2 ft (0.8 m) to preventme- chanical damage. 10.4.4 Pipe under driveways shall be buried at a minimum depth of 3 ft (0.9 m). 10.4.5 Pipe under railroad tracks shall be buried at a mini- mum depth of 4 ft (1.2 m). 10.4.6 The depth of cover shall be measured from the top of the pipe to finished grade, and due consideration shall always be given to future or final grade and nature of soil. 10.5 Protection Against Freezing. 10.5.1* Where it is impracticable to bury pipe, pipe shall be permitted to be laid aboveground, provided that the pipe is protected against freezing and mechanical damage. 10.5.2 Pipe shall be buried below the frost line where enter- ing streams and other bodies of water. 10.5.3 Where pipe is laid in water raceways or shallow streams, care shall be taken that there will be sufficient depth of running water between the pipe and the frost line during all seasons of frost; a safer method is to bury the pipe 1 ft (0.3048 m) or more under the bed of the waterway. 10.5.4 Pipe shall be located at a distance from stream banks and embankment walls that prevents danger of freezing through the side of the bank. 10.6 Protection Against Damage. 10.6.1 Pipe shall not be run under buildings. 10.6.2 Where pipe must be run under buildings, special pre- cautions shall be taken, including the following: (1) Arching the foundation walls over the pipe (2) Running pipe in covered trenches (3) Providing valves to isolate sections of pipe under buildings 10.6.3 Fire service mains shall be permitted to enter the building adjacent to the foundation. 10.6.3.1 Where fire service mains enter the building adjacent to the foundation, the requirements of 10.6.2(2) and 10.6.2 (3) shall not apply. 10.6.4* where adjacent structures or physical conditions make it impractical to locate risers immediately inside an exterior wall, such risers shall be permitted to be located to minimize under- ground piping under the building. 10.6.4.1 Where risers are located according to 10.6.4, the re- quirements of 10.6.2 (2) and 10.6.2(3) shall not apply. 10.6.5* Pipe joints shall not be located under foundation foot- ings. 10.6.6 Mains shall be subjected to an evaluation of the follow- ing specific loading conditions and protected, if necessary: (1) Mains running under railroads carrying heavy cargo (2) Mains running under large piles of heavy commodities (3) Mains located in areas that subject the main to heavy shock and vibrations 10.6.7* Where it is necessary to join metal pipe with pipe of dissimilar metal, the joint shall be insulated against the pas- sage of an electric current using an approved method. 10.6.8* In no case shall the underground piping be used as a grounding electrode for electrical systems. 10.6.8.1* The requirement of 10.6.8 shall not preclude the bonding of the underground piping to the lightning protec- tion grounding system as required by NFPA 780 in those cases where lightning protection is provided for the structure. 10.7 Requirement for Laying Pipe. 10.7.1 Pipes, valves, hydrants, gaskets, and fittings shall be inspected for damage when received and shall be inspected prior to installation. (See Figure 10.10.1.) 10.7.2 The torquing of boltedjoints shall be checked. 10.7.3 Pipe, valves, hydrants, and fittings shall be clean inside. 10.7.4 When work is stopped, the open ends of pipe, valves, hydrants, and fittings shall be plugged to prevent stones and foreign materials from entering. 10.7.5 All pipe, fittings, valves, and hydrants shall be carefully lowered into the trench using appropriate equipment and carefully examined for cracks or other defects while sus- pended above the trench. 2010 Edition 1~~a1( ® City of 7500 West 29th Avenue I Wheat dge Wheat Ridge, Colorado 80033 COMMUNITY DEVELOPMENT 303.235.2846 Fax: 303.235.2857 Community Development Referral Form I Date: November 5, 2009 Response Due: November 20, 2009 The Wheat Ridge Community Development Department has received a request for approval of the expansion of a parking area for trucks and an expansion of the building at 5000 Oak Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WZ-09-07/Temple-Inland Request: The request is to amend the Temple-Inland Final Development Plan to allow a paved truck parking area at the rear (north) end of the property and a new, covered outdoor storage area between the two buildings. Please respond to this request in writing regarding your ability to serve the property or with related concerns pertaining to this application. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager. Case Manager: Adam Tietz Voice: 303-235-2845 Fax: 303-235-2857 Email: atietz@ci.wheatridge.co.us Wheat Ridge Public Works Urban Drainage and Flood Control District Wheat Ridge Building Division Regional Transportation District Wheat Ridge Police Department Arvada Fire Protection District City of Arvada, Community Development Department LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 (111== print or tyye all ➢nlbnnation) Applicant 570/L5 Address ~14Ml O 7-E'~T Phoned"~U~i- z b?? City Gf!( fl7 ~/IJC~T State 'z Zip-tt-->Qj Fax3 - ¢a3 -253 - l y~ , ry~ ¢03 2577 Owner / ~zV`/ lNL/~'`rV Address G'7 Qi'L2~ Phone City~2fD~9rT State K76 Zip Fax33-2g3~s Contact lwire Address f5Ff/,. y i 1~a Phoneme Ccfii2? 10 112 City Lll State G27 -zip ECON Pa.Y.,7P - fn32-Gt ~i (The person listed as contact will be contacted to answer questions regarding this api+lication, provide additional information when necessary, post public hearing signs, will receive a copy of the maft'report prior to Public Flcaring, and shall be responsible liar forarardnig all verbal and wrimo communication to applicant and owner.) Location of request (address): q&& a Type of action requested (check one or more of the actions listed below which pertain to your request): App(icarion sxhndnal requirements on reverse .side 17,3~'Change of zatte or zone conditions ❑ Special Use Permit f? Consolidation Plat L Subdivision: Minor (5 lots or less) ❑ Flood Plain. Special Exception ❑ Subdivision: Major (More than 5 lots) ❑ Lot Line Adjustment ❑ Right of Way Vacation ❑ Planned Building Group ❑ Temporary Use, Building, Sign ❑ Site Development Plan approval Ll Variance/Waiver (from Section ) Detailed description of request: Required Information: Assessors Parcel Number: /of - of- e03 Size of Lot (acres or square footage): ti f cWs Current Zoning: Pf Proposed Zoning: Pip CurretttUse: iUDU577~.dt+ Proposed Use: 1ANYS77Cf/IL w. T certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in fling this application; I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this action on his behalf. Signature ofApplicant - Subscribed t sworn to me this of , Notary junnc / My commission expires ! 43 40/p To be filled out by staff: Date received 1036107 V e ;77 ~ No.. CD30021,,?'teas'e No. C' Z'Q'! 07_-- C.omp Plan De.sig. 'p _ ntBLl Quarter Sccitan M=qa ~'G/6 Related Case No. Case Manager i Iy Comm. Cc c Submittal Checklist (Final Development Plan Project Name: 7Z1, /:YjC-~ (N4*WD Project Location: I~i3 52jf-~ 5 Applicant: Date: Project Planter: f(pFee Paid: Neighborhood Meeting Held: Information to be submitted and accepted with Final Development Plan: `X. 1. Completed, notarized application 2. Fee 119 -t 3CM 74-3, Proof of ownership (deed) -4- Power of Attorney (if an agent is acting for property owner) Written request (does the proposed use conform with the Preliminary Development Plan"?) <_,6. Signed submittal checklist )<_7. 18 copies of the FDP (24x36 paper copies - one 1 Ix17 reduction will also be required) S. One color reduction of site plan and building elevations Form and Content of Final Development Plan Page One (Title Page) -_I, Title of document (centered at top ofpage) 2. Legal description 3. Small scale location map, with north arrow and scale _4. Ownership/Unified control statement --5. Phasing/development schedule (if any) ,--6. Character of dcvcloptncnt _7. Name/Address/Phone number(s) of architect and engineer associated with the project S. Signature blocks (examples included) Page Two (Site Plan) -1. Property boundary (wliich corresponds with legal description) 2. Existing/Proposed lot lines (wills distance) _3. Delineation of building footprints, areas for: parking, landscaping, loading, trash receptacles, drive aisles 4. Land Use Chart (all figures should be square feet and percentage of lot) A. Allowable and proposed building coverage _B_ Allowable and proposed building height _C. Lot sizes (in square feet and acreage) D. Breakdown of all use areas (building, landscaping, parking and any additional) -D.. Required and proposed building setbacks E. Breakdown of interior space (by use) measured in square feet and as a percentage of the total building _5. Zoning for adjacent properties b. Existing and proposed infrastructure A. Internal drive aisles (with dimensions) B. Existing and proposed city streets ^C. Existing and proposed curb, gutter and sidewalk D. Existing and proposed access points (with any turn islands or signage as required by city 7. Scale and north arrow (scale not to exceed 1 100') 8. Project data, including building area and percentage, paned area and percentage and landscaped area and percentage 9. Location of signs; include drawing with dimensions 16. Location of sight distance triangles (as defined by city) ~l 1. Location, height and material of any proposed fencing, retaining walls or berms 12. Location and tape of any proposed exterior lighting (include detail of any freestanding lights) _-I I Location of any irrigation ditches _.14. Location, height and material of any proposed trash enclosures 15. Location of parking areas A. Dimensions of parking stalls (typical and handicapped accessible) B. Chart which includes required and provided parking spaces Example: Cite standard parking ratio Parking spaces required Parking spaces provided Page Three (Landscaping Plan) --I . Landscape Schedule Chart J__A. Species name (common and botanical) _B. Exact quantity of each species _C. Size of plants/trees; (size of container, caliper or height of tree) _D. Quantity of ground cover(s) (rncasure in square feet and show as a percentage of total landscaped area) F. Type of round cover (sod, rock or bark) _F. Remarks (size of plant container, balled & burlapped, depth of any non-living landscaping; (e.g.) rock or bark) Example: Abbreviation Common/botanical Quantity Size Remarks name I Location of all landscape material 3_ Landscape Required Chart _A. Required and proposed landscaping for entire lot (measure in square feet and show as a percentage of the entire lot) -B. Required and proposed quantities of street trees _C. Required and proposed quantities of additional trees and/or shrubs Example: Cotnntonlbotanical name Quantity Provided Quantity Required _4. Scale and north arrow (not to exceed V= 100') Page Four (Architectural Detail) A 7 . Elevations of each building face wt. Description of architectural design features, including size, color and material f 3. Detail of any proposed freestanding or wall signs -4. Detail of any trash enclosures t S. Scale not to exceed 1" = 100' Additional information which may be required: '"1. Traffic study (2 copies) 9C 2. Drainage report (2 copies) 3_ Soils report (2 copies) 4. HOA covenants (Sign and return) Eighteen (18) copies of the Final Development Plan will be required to be submitted with all required documents As apptiectrrt for this project, I hereby ensure that all of the above requirements have been included with this submittal: I frdly understand that if any one of the items fisted on this checklist has been excluded, the documents will NOT he distributed fbr iiq, review. In addition, 1 understand that in the event any revisions need to be made after the second (7 " fidl review, I will be subfeet to the applicable resubmitlal fee. Signature. C r 1 \ Date: \o 13a( or Name (please print): s"V `r ~t~G~'t tic Phone: 7t=) • aLfy , Ot."I 2 TEMPLE-INLAND Letter of Request to Amend PID 10-30-09 NORTH SIDE - YARD IMPROVEMENT The existing Planned Industrial District zone indicates the north property area to be "undeveloped". The attached documents request the PID be amend to allow for a parking use. The north site area, currently used as a tractor-trailer parking yard, will be re-graded and concrete paving installed. The concrete area and improved yard will allow better-managed trailer storage. The new work will not alter the existing area near the rail spur or drainage pattern. New landscape will be installed on the north side of the spur, located to screen this parking area from the new Gold Line Light Rail. The existing concrete drainage pan and outlet pipe in the southwest corner of this area will be resized and repaired as required. A new north side loading dock area was created for better product access, including an overhead door and man door being installed for the dock area in elorth wall. The north side building elevation is included with the documents. Steve Huppert Temple-Inland 303-403-2877 PAGE 1 OF 2 VICINITY TEMPLE-INLAND AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CITY OF WHEAT RIDGE PROJECT TEAM SHEET IN DEX A TRACT OF LAND LOCATED IN THE NORnMW 1/4 OF THE xYxa MNP¢-MNio FM t PREx qu PRE SRAuoa'xc-- FIEVAAM SOUTHEAST 1/4 OF SEMON 18, T3 S. R 89 W. OF THE 8TH P.Y. CITY soon oY1 aMEEr C-1 mNNN" OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO faAt NNZ.NmlO5 110.4 sox NSnNr b2 m NMNRAX. ao>-im-mn o-1 oNMM6 NIw nr-nt-mw rAr xANSx Nno w A4mANs mx w! xAfrp A'FNIa A1q 2N SMYet malYYO aWN Yea wm nY av-aeve - ]6.464-4w3 rAY OYL BA4111E NINP®aln 1521 WE N.q.9NM 9a D1m(LLQ1l➢0 >!1N YNNY BOq q5-9M-WW 2w-wo-ssa ru - LEGAL DESORPTION ALLONED USES DNECTOR OF COMMUMTY DEVELOPMENT CERTRATION m ■5! UM AwMES1 m4ufimN smnus 4erxYMa. W mAwr N offs MWNMMM 1m Ai1gNL SRS _MY a- m YCMN 14 RMAP 5 %ML NMF W ESf ff/IS 5 mW'N' a l1E afli M;R' mIYNYn LLgm01r. 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LA p59W w5k MFAOkkr N94 12W S. .n{ 1k1 ML W9PIC N41na1: avn ¢ 7•lb rorN 91mM 1F4950 s. 196w PMOxM SARY m wm NMgIIC/PMp q//yy 47NS TEMPLE-INLAND AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CITY OF WHEAT RIDGE A TRACT OF LAND LOCATED IN THE NORTEIIISST 1/4 OF THE SOUTMOM 1/4 OF SECTION 18, T3 S. R 84 V. OF THIN 8TH P.Y. CITY OF 1HIE'AT FUDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LAM MOM SOIEDUIE: ABxkW1TN MwOI /BSMNCL RYE xNN9m ~ xlBM w~ W W wnau ~ a C wws Immo¢mlxs GD1fRAL MOM 1. RpWW$IRES YINLR x1FIUR 31106 fMRx 2 fliAaFLI 11Ff5 WR E AT I[. 15r 91 kET M 19TH 1 NN-IMY LAI: x (wM4 M1d EM) wr INf FI®1NMIr R T Or ME rota NIMSCIPE NFA 4 A1EM W Mw M 9Iw 41LT M AT 1GA5T 4 NOk9 M 9F➢M 94ElD m A xwEC111E ® BwkR. xO WIrMd By I'M EMM4 1 9WN5 MATE A 1NN110F 5 EN. M ~ 6 RWI WSi 9EAwPIW a9MORM9S 9. LYpECM910 MAT ff 4A1f0 BY w WNwR N9wMI5Rk11 ZONE P.I.D. SITE / LANDSCAPE PLAN Psw w ftW wwrwIF/m- S B ATAMNT o4s¢ sm9m cMwMax ~ fleMg 5 WrSrsFlx FWa1.r PNID ACNJx mE c va xMIN10..1ff 5/P W Nk PY6 ,6 LLM4TE a ALL ww9 NAFS flwr se MM>m E xooreru r aorE ME4 wrE 4' pPM NAW WP f1AUL M IUS xFAi C IElkli wRA fiWT N Ilxl-RPi MEAS SE6Ep ffN m" AT m MqE~ fW91 NM W9ff 9g99LTcwm .tl RA 4♦1nGIM16 Ii1iA IFfE 6 SFr x xµMC fli. NyOYE ~ 70w)ww 1W A105R5 CN% LdA6 9N BML I. x5w59201k0 YMC4 N x45RIIBFO 91B ow mus ff ~ xEIE M/xlfu N uw ALFAS 9T eo919Mt a 9115111E lMOxn9® 4 , w xxIMF wkA 9ASM 559N.NE-MIXOrOM mum x.MOEAikO U•MI 9W/5 3 w mlT BEN TREE PLANiMCs PAGE 2 OF 2 ~uws-4' Av -C T Iµ I- I I I I I I I II II-I I9 I \ W51xG P.WI1E014-P w[ We 1w-kE vAN19 M. n NORTH ELEVATION EM J-0' . ,,4 j MN m Nx flu1¢ Wrn aW-xk LOAL019e04t w15 N CRA911C SGllE ffi 0 p a0 (N FEET} 11NN-PDR Wq~ ~e Y S" 0 a GRADING PLAN IE@A SPOT ELEVATOR TP = TOP OF PAMfl G = ATU MAHON BC = GIUDE IWIETMATELV OUTSIDE THE BUMIMNG CDIUhIt FR = FlNSHED FLOOR ELEVATION NONNN. SLOPE ON RE OR WT p,W NIW DIREC , MCALLV ON PAVED SUWXES FLOW NRECTNN, TTPICAMLY IN GRASSED SV/AIE FLOW NREM. TYPICALLY IN GUTTER Shan^` FXISiNO $PDT ELEVATION ~EROSION CO NTROL Haw SILT PENCE ® RENFTMN]D R BERM ® CONCRETE WA9iMR AREA © VEHMIE MONO CONTROL EROSON HLNNET r m c F z 0 m r z 0 U 0 y w F7 a CwJ K 3 VICINITY MAP NOT TO SAE a Q o Z wi U J Z ~O J DO d oZg ~ 06 U Z (`J BA4llHEgo E q(NffPLYC C1 o- CITY ON WRI6UC NRIDGE E-507 EROS BLANKET °E EROSION ROSION CONTROL BLANKET SHEET 10F2 it I vrr, wane macarvcconmo~ ION ' ( CITY WHEAT IDGE VTO R .IT, oE PUIYJ auc woRlts ENGWEERwG pINSION VEHI VEHICLE TRACKING CONTROL E }Q m I& CITY OF WHEAT RIDGE peer. or vupEC WORKS .m.. ENGINEERINGpNISIGN E-BOB EROS.BLANKET EROSION CONTROL BLANKET SHEET 2OF2 EE CITY Of WHEAT RIDGE GENERAL GRAVING AAL SOON CONTROL 1. RIE APPRISOL GRANTED IN WRNNG FOR N6 DOORMENT NDCATF5 ME CITY OF WHEAT RIDGE PUBIC WORKS D£PARNMr,, ENSINERS" DA&MAI, HAS READIED THE DOEMENT AND FOUND IT IN COURAL CWPUWCE ARM ME CITY OF IORAT RIDGE SAGRASON REGULATIONS AND/OR ME URBAN ORAIN,ACE AND rt000 WNRM DISRDCT ON Rl4 NWIdL. THE ON OF MNFAT RIDGE ENGINEER, THROUGH ACCEPTANCE OF RES DOCUMENT, ASSUMES NO RESPONSOUN (OTHER BWI AS STATED ABOVE; FOR ME CWPLEIFNE55 AND/OR ACCURACY OF THEE OOCUMENIS 2 ME ADEOIACY OF N6 CEO PUN UES WIN ME DMEFR OF RECORD. III! -sE~OK sY sL. FENCE GITV OF WHEAT RIDGE r E e01 SaTFE CG ~AE OE OF PVBUC DBIN SILTFENGE E GNEER NG OIVISIOY E a UWNE OF RAVPORARY SALE AND ORGIES SHALL BE IN ACCORDANCE MM RE URBAN D:WNAGf AND 8000 CONTROL OISTRMF MWUA. 19. ANY SET19RAT OR SOIL ACWNUMBRAS BEYOND ME WITS OF CON5MWWN WE TO GRAONG OR EROSION SHILL BE REROM NIAfONTELY BY ME DEC OPENAR4R BE BEG MANAGER SHALL RE HELD REPONSIBE FOR WTAWWC ACCESS RABBIS TO A6UOCNT PROPERLY, LF NOMED. AND RENLLll91DIG ANY ADVERSE IMPACTS TO ADGC£NT WATERWAYS. N£RANDS, PROPERPE. ETC RESULTING MY Nt9RK GONE AS PART OF THE PROECT. 2O A WATT SOURCE STAL BE AVAIARIE ON ENE WRING LUTBRI JRK OPERATIONS AND DRUM AS REWIRED TO UNMIZE MST MW EARTHWORK EWIPMENT MD WOO. L All .VATERl1LS AND "ISIANSHIP SHILL BE SWECT 10 INSPECTION BY ME CRY OF WHEAT TINGE ENGINEERING D114SION W SIRS TINT ROLL BE STCCA'PAED OR MORE RUN RRRIY (30) MIS 5114[! BE SEEDED AND MUCHED MR1W FOUR!@J (14) 21 £AYES TH£ RIGHT TO ACCEPT OR REECT ANY SUCH ILA1ERdA5 N40 NGRKMASMP RUT DOES T RES CITY OF M EAT RIDGE , DAYS OF STOCKPILE WNSiRUC]1W. NO STOODRIES SNAIL BE PLACED WNW W£ HUNDRED (169) FEET OF A LRAN40£ WAY CON FOR M RE EEC PLA N. TO UNLESS APPROVED BY ME CRY ON WIFAT RIDGE ENGINEERING 11415bN. 4. ME PLACEMENT OF EROSION AND SEOMENT WNMU BEST MANAGEMENT PRACWES (BM ) SHALL BE IN ACCORDANCE WITH 21 ALL WENGL OR N42ARWU5 MAMiNA. 5PAL5 PORCH NAY ENTER WATERS OF THE STALE Of COLORADO, WHICH INCLUDE BUT RTf CRY Of WIFAT RIDGE - ACCfPRiI GEC PLAN AND ME URBAN ORIINACf AND flOCO CONTROL MANUAL. ARE NOT WISED M,, SUSEla WATER, GROUND WATER AND DRY OIALlE5 OR STORM SEAR LEADING M SURFACE WATER. SHALL 5 TYPE OI LO.AWN OF ER090N AND SEDIMENT CONTROL BMA, TROY THE CITY OF WHEAT RRG£ - ANY YA24WN IN M9TERW BE AIWEDUTELY REFORM TO ME COPHE PER CRS 25-8-601. AND CITY OF WHEAT RIDGE RELEASE OF PETROLEUM , ACCEPTED GEC PUN ROLL REWIRE APPROVAL FROM AN ACCOUNBIRC Rf RESENTARVE OF ME CRY OF WHEAT RIDGE PRODUCTS AND CERTAIN HAZARDOUS SURSTANCE VETO UNDER NE METAL CLEAN WATER ACT (40 CER PART 116) MUST BE REA M TO RE MRONA RESPONSE CENTER AS WM AS ME COPT CONTACT WFOR.WIKN! FOR CDHPE CRY OF MOT ENGLN£ERTNG DMSION RIDGE BAR ME NATIONAL RESINME CENTER CAR BE FOUND IN APPENOX A. SPILLS TINT PONE AN NMfONTE RISK TO HUMN 6. AFTER ME GEL PLAN HAS BEEN ACCEPTED, NE CONTRACTOR MY INSTALL ME PRRLL-STAGE MOON CONTROL AND SEDIMENT UFF SHALL BE REPORTED TO 911. FNLUTE TO REPORT AND CLfIJR UP ANY SPRL SHLL RESORT IN ISSUANCE OF A STOP COMM BMPS YESATED ON ME ACCEPTED CEC POOL WORK ORDER. Z. ME FIRST BYP TO BE INSTALLED ON RE SIZE SHALL BE CONSTRUCTION FENCE MARKERS, OR OMER APPROVED MEWS OF 23. ALL WORK ON SIZE SNAIL STAY A JANNUM OF ONE HUNDRED (100) FEET AWAY FROM ANY DRAINAGE WAY, WERNRD, ETC. REFINING ITT UNIT' ON CONSTRICTION INCLUDING CONSTRUCTION INNS ADRACENI TO SIREALI CORRIDORS AND OMFR AREAS UNLESS OWASE NOTED W AN ACCEPTED CITY O-WNEIT RIDGE GEC PLAN TO BE PRESERVED. 24. ME USE OF REBW, SR91 5TAKE5 OR STEEL fENGE POSTS FOR STAKING OR WPPORT OF ANY EROSION OR STMENT 8 THE GEC OPERATOR SMALL SLRICBY ADHERE M RE ON OF WHEAT RIDGE-APPROVED HMO OF CONSTRICTION AT AU WE WNTRO MP 6 PROHIBITED (EXCEPT STEEL TEF-POST FOR USE IN SUPPORTRW' CONSMUCWN f£NG£J. ME ON OF WHEAT RIDGE ENGINEERING DIWSGN MUST APP40VE ANY CHANGES W ME LINTS OF CONEDDAGRON AND, AT M£ OSCREDON OF TBE EAGAFEOS DAASON, AODIRDNAL fR04lVV/SEDIlf31T CONNED ANY BE REARED IN ANY ARRGAA9L 25. M£ CLONING OF CONOTIE D£UV£RY (RUCK CHORE 6 REANCTD TO APPEOM CONCRETE WASH GET LOCIDONS ON M£ AREAS OF CONSTRUCTION JOB SIT M£ DISCHARGE DF WATER CONDIPING WASTE CONCRETE TO ME STORM SEWER SYSTEM 6 PROHIBITED. ALL CONCRETE WASTE SYVL BE PROPERLY ULANED UP AHD DISPOSED AT AN APPROPRMIE LOCATION. 9. PRIOR TO ACMAL WNSIRUVACY,, ME PERNRIEE SNNIL VERFI ME LOUWN OF RISING UIWTIE5 FOR NFORMAWN 26 Ail DEARI DBNG ON STE SILL BE COORDINATED WIN A CRY OF MILT RIDGE GEC RVSPECRIR AND BE FREE BE SEOINENT IN CONTACT ME DENHR INTER-UIWTY GROUP AT 1-80-922-1982 OR FAX AT (383)534-67W. ACCORDANCE WNH THE GEC MANONL 10. N4MR.M LEGETAWN SHALL BE RETNNm AND PROTECTED wamR A955RLE EXPOSURE OF SOIL TO EROSGN BY RmIST OR DSMRBVCE OF VSAWN ShIlL BE WIED TO ME AREA REQUIRED FOR RFMEDI4RE WNSTRUCWN OPERATIONS. 22 A[L OSIUR!?fD AREAS SH4(L 8E BEAU SEEDED AND CRNP MULCHED W ALCORD(Gf MM ME DEC P1AN MIN MIRtt BAYS OF OW EXWSlRE OR WTHW SEAM DAYS OF SUBSTANTIAL CWPSERON (AS DEUNEO BY CITY ON WHEAT RIDGE) OF AN 11. A COPY OF ME ACCEPTED SEE PUNS SHALL BE ON SITE AT AIL RYE ARC. WIICHEYER IS LESS. THIS MAY REQIRE MULTIPLE I0.Y+RIIAWA5 F6R SEEDING AND TRUDGING 12 ALL WNSTRICRON TNMTC MOST ENTR1230T ME GIN MROURH M£ CRY O" WHEAT RIDGE-APPWVFD ACCESS POEM. A 4ENELE TRICKING CONIRW PAR 15 REWIRED AT ALL ACCESS POINTS ON RIE SITE ADDLWNAL SIARKIZED CONSTRUCTION ENGMCES MAY BE ADDED WITH AUMORVATKON IRO! ME Off OR MDT RIDGE ENGINEERING BABSON 13 ME GEC OPERATOR S RESPONSIBLE MR CLFMVIP OF SEDNENT OR WNSTRUGWN IXBRIS TRACKED ONTO AVACENT PAVED AREAS. PAVED AREAS INCLUDING STREETS ARE TO HE KEPT CLEW TIRODOROUT BU(D-DUI NAP) SHAL BE CLEANED, WO A STREET SWEEPER W SdIVAR Dfl9CE. AT TRST NOTICE OF ACGDENTA M4CKWG OR AT ME DISCRETION OF NE ON OF MEAT RIDGE CEC INSPECTOR. STREET WASHING 6 NOT ALLOWED. CITY OF DONUT RIDGE RE£RVE5 THE RIGHT TO REQURE ADDITIONAL "IRKS TO ENSURE AREA SMEEIS ARE KEPT FREE OF SEOXMENT MD/6? COASNUCRON DEBBIE 14. APPROVED EROSION AND SEDIMENT COMM BMPR SHALL RE MANWNED AND KEPT IN COW REINS FOR ME DURATION PF BAS PROTECT. AT A MINIMUM. RE DEC DARATCR SHALL INSPECT ALL B IN ACCORDANCE WN M ACCEPTED CEC PUN. AST NECESSARY MAN)ENAGE AND ROAR ACIMIIE5 SNNIL BE OIMP(LTEO WIHW 48 HOURS FOR OWL RI BOIAVON£ AND AMEDMIELY FOR LEVEL R WOA)ONS OR AS DRECIED BY ME CRY OF MDT RIDGE . ACCUMULATED SEDIMENT. AND CONS]RUC]CN DEBRIS SHALL BE REMOVED AND PROPER.Y 019'0&60 Of ON A BAY TO DIY RASES. 15. TOPSOR SNAIL BE SNIPPED AND ST0.^KW£D N THE LOGADON SHOWN ON NE ACCEPIFD CFC PUN 16, AT ACOPTLU OEC PEW NAY REQUIRE CHANGES OR ALERABONS Af1ER APPROVAL TO MEET CHANGING SITE OR PROJECT CWDNONS OR TO ADORERS NIRAOIENOE N WSIW OR INSTAUABON. RC CEO OPERATOR SINU OBTAIN PRIOR APPRYNA FROM ME DESIGN ENGINEER AND CITY OF MEAT RIDGE ENGINEERING FOR ANY PROPOSED CHANGES. 28 HBXAUUC SEEDING AND IIYORAULG MUCHING ARE NOT AN ACCEPTABLE ADENOID OF SELDIAG OR MISGIVING IN ON OF WHEAT R/UGE 29. REWIRED DEIWIERI,IG ROIVAWNS SHILL. BE CONDUCTED N A WANNER RMT AVOIDS WUNGN AND EROSION WATER FRUIT "TERNS 6ADURIONS STAL NOT BE DISCHAGED INTO ANY STALE WATERS INGLUONG WERANOS AR0GON DITCHFS. CHANNELS OR STWM SEVERS UNLESS WNREN P£RM6SON 6 OBIAAED EROA ME BONER OR CONTROLLING MINORITY AND A COPY OF M6 APPROVA SUBMITTED TO ME ENGINEER. M ME STORNWAIER PROGRAM MANAGER SLUST BE WRIAT AT LEAST 24 HOURS PRIOR TO ANY COMSIRACDON XWN TO ASSURE ALL tffCES54RY BMPS ARE AD£WATIIY INSPUED PER ME SIOR.MWAIER MVNGE3ENT IRAN (MUF) 31. ME CONTRACTOR SHALL RE RESPOSIBLE MR DUST CONTROL ON THE STF. DISTURBED AREAS NOT YET READY TO BE 5EEDED, OANDSCAPED. PAYED OR ONERMSE VARESE) SHWL BE WATERED. SPRAYED WRE A GODIFER. UPTOM (MRRRIT SEED) OR RIPPED AS NECESSARY M EXCLUDE I1SI&£ BUST FN64ON5. 32 AREAS TO BE RE-STIEAIED SHOULD HARE SOL CONDIWNS CAPAB[E OF 91PPORRNC V£GETARON UNDER CERTAIN CONDITIONS. SOX AMENWENT AND NEAMENiS MAY RE NECESSARY TO PRBNBE AN AOEWATE CGOWM MOON TO SUSTAIN WOLIAWN. 12 NO MWAI IT FARM SLOPES PRGIER THAN 31 SHAL BE ALLOWD N~ mg$~ I--I Fzl a ®~p r O 0 N w !d~ w J ~O Z rn ~ J O j a oa K 2 3 C2 9 oo HAi ,T j HA2 o° 0.01 BS boo - EKWTNG POKMD ' 89 W51:.54638 as CULVERT - - . KV N~ I= 07 1 1 INV CUT= ,X a 2 O - INV W-0 C 0.5E = INV i. INV OU WT4 -B4] FX NG n FFE-5497.8 87A V FE4 T 1 HISTORIC DRAINAGE PLAN ,yl D1D1 FLOW SUMMARY BASIN POINTN AREA 05 0100 HA1 1 0.82 OA 8A Hm 2 OA7 1A 42 NB 8 025 OA 1A Al 1 0.82 0-5 3A A2 2 0.77 32 72 B 3 0.13 02 0.7 VICINITY MAP NOT TO SALE r Nx SEE ARCN. FUNS. EXISFING BI1tlDON3 FFE•SW24 2 DEVELOPED DRAINAGE PLAN D1 01 MALNAGE P N • LEGEND DEVELO DRAINAGE BASIN BUINDARY - _ HISTORIC DRAINAGE BASIN BOUNDARY FLOW MECIKIN, TWCALLY ON PAVED SURFACES - -s ROW DREC1 . T ICALLY IN MASSED SW.NE RDW DNECRCK i1PICALLY IN CURB AND CUTLER Q DESNN PUNT DESIGNATION A = BASIN DESIGNATOR B - BASIN AREA (DC} C C = IDO-TR C-FACIGR B D D = 5-]R c-FADTDR N GRAPHIC SCALE 3D 0 3D ED (IN TFE1) 1 INCH = 30 Fi 0 ~oLLo ng IS8a W~ W' 0 0 y Fi f- Q w~ J Z ~ J oz [1 0 H a a D1 TEl~~IPLE-~~1Z PROJECT TEAM SHEET INDEX INDEX AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CITY ~ Ro „ OWNER: PAGE 1 TITLE ? N TEMPLE-INLAND PAGE 2 SI7E ~ 500 OAK STREET C-1 GRA ~ WMEAT RIDGE, COLORADO 80633 C-2 ERO STEVE HUPPERT D-1 dRAI ~ N 303-403-2877 TITLE PAGE A TRACT t~F LAND LOCATED IN TIDE NORT~~EST 1 f 4 OF SITE/LANDSCAPE PLAN AND ELEVATIONS SOUTHEAST i/4 OF SECTION 16, T3 S, R 89 ~P, OF THE 6TH GRADING PLAN OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLD EROSION CONTROL PLAN i 1" ~ 'Y`~YY T'1"'4 1 1`1'! 'TO9'T°► /11 T_'t dRAINAGE PLAN j ~ W ~o~ A~ ~ 303-403-2838 FAX a ~ ARCHITECT: a RUDD AND ASSOCIATES ~ m ~ 8811 EAST HAMPDEN AVENUE SUITE 206 o DENVER, COLORADO 84231 MIKE RUDD -70 FRONTAL RD N 303-632-6802 1_70 303-632-6805 FAX i-7o - CIVIL• BASELINE ENGINEERING w a~ av~ W 4~ P~ 1526 CODE BLVD. SUITE 220 W 4TIH A GQLDEN, Ct~LORADO 80401 KENNY B~YD 303-94b-9966 303-940-9959 FAX , ~ ~fCIllC~''~ LEGAL DESCRIPTION ALLOWED USES ""'C~'Ti C"1 t't A 1'1 ! ~(HE WEST LINE NORTHWEST ONE-QUARTER SOUTHEAST C1NE-QUARTER, NO CHANGE IN USES `~ECT10N 16, T0IMNSHIP 3 SOUTH, RANGE b9 UVEST BEARS S 00'00'00° W. P~ONUMENTS 5ET WERE N0. 4 STEEL REBAR PINS WITH CAP STATING LS. N0. 27030. f, - ~ ~~URVEY~R'S CERTIFICATE CHARACTER OF DEVELOPMENT . , I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 'EMPLE-INLAND COMPANY WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION NORTN AREA CURRENTLY IS USED FOR TRUCK-1RAILER PARKING. SURFACE IS GRAVEL AND DIRT. ~iND TO 1HE BEST OF ICY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE 1`!ITN ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS taMENDED, THE ACCQMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. SCOPE IS TO REMOVE EXISTING DIRT, GRAVEL AND PAVEMENT. REGRADE & INSTALL NEW CONCRETE SURFACE. MM di1 O aM ~!➢9~ 0 701Yt slme NEW LOADING DOCK, OVERHEAD DODR AND k4AN DOOR PREVIOUSLY CONSTRUCTED ~aIGNATURE E OWNER'S CER11fIC~4TE COUNTY CLERK AND RECORDERS CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENTS} THEREOF, DO STATE OF COLORADO ) HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED A5 A PLANNED DEVELOPMENTlN ACCORDANCE WITH THE USES, } SS RESTRICTIONS AND CONDITIONS CONTAINED IN T}iE THIS PLAN, AND AS t~AY COUNTY OF JEFFERSON OTHERWISE BE REQUIRED BY LAW. I (WE} FURTHER RECOG~JIZE THAT THE HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE G CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLQRADO, O'CLOCK _M. ON THE DAY OF A.D., IN B PAGE ftECEP~ON N0. APPROVAL OF A REZONING TD PLANNED DEVELOPMENT, AND APPROVAL OF THIS FINAL DEVELOPMENT PLAN, DQES NOT CREATE A VESTED PROPERTY RIGHT. BESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS qF SECTION 26-121 OF 7}tE WHEAT RIDGE CODE OF LAWS. JEFFERSON COUNTY CLERK AND RECdRDER S{GNATURE OF OWNER(S) OR AGENT(S) BY: DEPUTY Y 5TA1E DF COLORADO ) 55 COUNIY OF JEFFERSON ) t 1NE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS dAY OF A.D. 2D BY WITNESS MY HAND ANA DFFIGAL SEAL MY COMMISSION EXPIRES L"Y NOTARY PUBLIC l~s ~ ■ ",_F  REVISIONS N0. DESCRIPTION IDES. B)LT'l DRN. BY DATE 1 INITIAL SUBMITTAL S i~ it s i .rye ■ RUDD & ASSO Architecture and r . "a SITE DATA CHART: DQ NAT CUT ~.ADR ONE DISTRICTS P.I.D. TEMPLE- SP ~C1F~D TRUNK ATT~CHMNT SETBACKS: NORTH 51DE = 50'+; 50U1H SIDE = 50'+; i r WEST SIDE = 5D'+; EAST SIDE = 26'-8° AN OFFICIAL FINAL DEVELOPMENT PLAN OF THE CITY DAUB STRAND ~ALU~NI~E~ SIRE ~3UILDING HEIGHT: 32 FT MAX. A TRACT OF LAND LOCATED IN Tf~ NORTHWEST 1/4 OF ~ t"3T' i~ SOUTIiEAST 1/4 OF SECTION 18, T3 S, R 89 W, OF THE 8TH SQUARE FEET ACRES PERt~ITAGE OF Wf~AT RIDGE, COUNTY OF JEFFERSON, STATE OF COL EXISTING BLDG. TOTAL AREA OF PROPERTY: 479,770 SF. 11.414 ACRES 100.0% ~r e _ ° - _ OPEN SPACE: (LANDSGAPE AND WALKS) 170,949 SF. 3.924 ACRES 35.6% ~'ARKING AND DRIVE COVERAGES 141,861 5F. 3.257 ACRES 29.6% NEW TRUCK PARKING: 18>370 SF. a ~ ~3UIlDING COVERAGE: 1&6,960 S~. 3.833 ACRES 34.8% GROSS FLQOR AREA: EXISTING ROLL STOCK WAREHOUSE 47,210 SF. 28.3% ; EXISTING CDNTAINER WAREHOUSE 114,040 SF. WAREHOUSE 103,550 SF. 62.0 OFFICE 10,450 SF. 8.3% EXISTING WASTE TREATMENT BLDG. 1.200 SF. .7% _ra NEW INFILL BUILDING ADDITION: 4 5. 50 SF• 2.7% TOTAL FLOORS 166,960 SF. 100.0% BARKING SPACES: 66 SPACES _t 'iANDICAPPED SPACES: 4 SPACES a+:~ • t J L YZ 1 J (2) 6°x48" CONC. FI~LEd PIPE EXISTING 5TOR1~ DRAIN _1, :j '.3 BOLLARDS TO PROTECT EXISTING FIRE , HYDRANT SET INTO 18" ~ CONC. PIER, MIN 60'~ DEEP EXISTING CONC. SLAB " 240' 6" L iao'-o' ao'-o^ ZONE P.I.D. 33s'-o• ---r- << PR PO ED 0 C. AVI G EXISTING CONTROLS AND R Y ASPHALT ALARMS 1- EXISTING RAIL SPUR ~ F EXISTING CONC. R ~ ~ AT O.H. DOOR I EXISTING EXIT DO PROPOSED 6' CONC. PAVING T ~ REPLACE EXISTING DIRT AND ! \ GRAVEL -TOOLED JOINTS AT 1 r~r 16'-D" O.C. . ~ ~,,,.r,,,, SPUR t~~~im~ ~urv~. rHrv. U. t'HlV. ~ Feu ur~.r -n~ tEncn I ° ° ~ ~ a c e a ~ ~ ~ w,,,,,, r,~,,.,..,,,..... 1 1 REPAIR AS REQUIRED •L. O W P G f ""*s - - ~ NEW 6" CONC. PAVING _ i 1 4 ~ ` V AREA IMPROVED WITH LANDSCAPE. ' ~ \ EXISTING ASPHALT PA MAX. 8 TREES. TOP OF BERM AND \ TOOLED JOINTS AT 10' BEST LOCATIQN FOR IRRIGATION ~ ~ k EXISTING DRIVE t ~ XISTING ~OOESS POINT r ~ OFFICE PARKING , r. m AREA AND SCREENING 'a~ ; ~ - EXIS w~ a ~ ~ ~ ° 3` ~ ~\a~~~ ~ ~ 0 OF 0 S P RAMP D01MN 47,21 o , oa z r EXISTING NAN ICAP ~ PARKING STA S r> ~ \ a v~ 1 9 t -_ti___ _ _ - ~ 8X18 ' NEW LOAINN(a DOCK '~Y - _ ~ - - - - - x ~ t ~ \ EXIST FIRE RISER ZONE A-1 , ~ ~ARMSS Ar,o ZONE ~.~.~s ~ EXISTING FIR ~ T . \ \ ~ EX G EXIT DOOR ~ I i ~ IMPROVE EXISTING POND t FOR THIS BASIN ONLY i i s t t ~ k ~t~ ,mot. L I t L 1 L s i L ar~rcun~►~ rro,rs~•rr~~ ~r~8 iENr.r- v E I TIN 3., i t i ~ S Y ' F -t 4 i _ ~ i i r _ I r ~ 1 'x EXIS~NG O.H. DOOR ,i., i t ~O~ 11~ >J ~ J 1/16°=1'-0, L 1/16"=1'-0" EAST E~EVA110N SIMILAR REVISIONS NO. DESCRIPTION 1 INITIAL SUBMITTAL t ` RUDD & ASS( Architecture and i :~J r~ ~ ,~.a - ~I t r~ ~ ~ m ~ ~ ~ ~ ~ ~~~W ~ w 0 o0 ~ ~ a ~ c~ ° v a~ L a~ ~ ~ m ~ ~ ~ ~ c~ a. m c~ ~ ~ E } L 1 55a~ L ~ J 5 ~Y 1 j r . EXISTING i RAttROAD 5~ --;7. TRACKS b-.- -s. ?~S= ,fit it _ _ _ F J J ii A ~ 1 ~ n ; a a. ~ = REPLACE 6" j WITH 15" HD 1 BORE UNDER INV IN=85.2 rw •r► ~w z ; INV OUT=84. 1 l L~ L . ~ i.. o: `o ~ . EXISTING CONCRETE . PAD RELOCATE 12" CULVERT ~ 0.59 ~ INV IN=84.8 INV OUT=84.7 r; ~e_ _ f 1~~ fd t~ 1!'1 _i _ - ~ ~r, ~ Q ~ ~ u~ ~ `t~r s , 7 7 t { t - 00 i i n 7 J ~ - J J J J 1 Cr . s Y. 3 u f ~ u r 7 7 d 7 ~t 7 \ r R_ J ~ ~ ~ i n s xr I _ ~ 7 i  .%n, n^ 1141 1 1 ML ,JUDIVI I I I ML to 00110%4!" 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F ~'~BL~ 1N~ DEPT. CAF PUB~.1G VV~~~ E~~~NEE~~N ~~I s ~ `l4 ~ G4D~ ~ ~ D 1~i~1~3~# EN~~t~~FRIN+~ ~ o tc~~p API~Rav~q s~; ~ s ~ i4 ~ ~ GtEPT. ~F" ~t~BL~~ 11~C~~ ~ APPROV~q BY: gNN f3G(Q7 ~i~l~[~ ~~Vl~~ ~NI~~ 4. ~ r~~~ Ap~~av~€~ sir: sr~~ ~~,~4r _ ,  W i~~ _ CITY OF WHEAT RIDGE GENERAL GRADING AND EROSION CONTROL NOTES 18. LINING OF TEMPORARY SWALES AND DITCHES SHALL BE IN ACCORDANCE WITH THE URBAN DRA!IJAGE AND FLOOD CONTROL DISTRICT MANUAL. V i 50` MIN, WORKS DEPARTMENT, ~,..~-S7gF ~iGN PER NitJTGp ~t'Ai;IpARCiS ,~a 1. THE APPROI/AL GRANTED IN WRITING FOR THIS DOCUMENT INDICATES THE CITY OF WHEAT RIDGE ~UBUC WOR ENGINEERING Dll/1S/ON, NAS REI//EWED THE DOCUMENT AND FOUND /T IN GENERAL COMPLIANCE W/TH THE CITY O SUBDNISIDN REGULATIONS AND/OR THE URBAN DRAINAGE AND FLODD CONTRO DISTRICT CRITERIA MANUAL. THE e RIDE ENGINEER, TNROU~H ACCEPTANCE OF THIS DOCUMENT, ASSUMES ND RESPONSIBILITY (OTHER THAN AS FOR THE COMPLETENESS AND/OR ACCURACY OF THESE DOCUMENTS. CITY OF WHEAT RIDGE 19. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO ~R4DING OR EROSION SHALL BE 7 THE e!T}' OF WHEAT REPAIRED IMMEDIATELY BY THE GEC OPERATOR. THE GEC MANAGER SHALL BE HELD RESPONSIBLE FOR 08TAlNlNG ACCESS e~_q~ ean~~~-1 R/GHTS TO ADJACENT PROPERTY, lF NEEDED, AND REMED/ATING ANY ADl/ERSE IMPACTS TO ADJACENT WATERWAYS, WETl.~1NDS, t , t + RI ~ , SIGid "Ct1NSTFtUCTICN EidTRANCG" Z THE ADEQUACY OF THIS GEC PLAN LIES WITH THE ENGINEER OF RECORD. COI~ISTRilCTIOtd fEl~SCE, TYP., Tt? DISGtaUflAGE b'EF4lCi,E ACCESS EXCEPT AT 1~`tC 3 ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF WHEAT RIDGE ENGIN CITY OF WHEAT RIDGE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP CONFORM TO THE GEC PLAN. NOT TO SGAL1w 4. THE PI~iCEMENT OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE /N AC THE CITY OF WHEAT RIDGE -ACCEPTED GEC PLAN AND THE URBAN DRAINAGE AND FLOOD CONTROL MANUAL. f 5. ANY 1/ARIAT/ON /N MATER/AL, TYPE OR LOCATION DF EROSION AND SEDIMENT CONTROL BMPs FROM THE CITY OF w R _=h 1. 2"MIN, PA1N. .ACCEPTED GEC PLAN WILL REQUIRE APPROI/AL FROM AN ACCOUNTABLE REPRESENTATNE OF THE CITY OF i~9n F,q 12'' MIN. a''•.i. Ymi'° ENGINEERING OlUISIDN. P 6. At7£R THE GEC PLAN HAS BEEN ACCEPTED, tHE CONTRACTOR MAY INSTALL THE INITIAL -STAGE EROSION CONTROL O MATEERIAL INCLUDING YdCiOO, P[PE3, GRAVEL, 3°E" RIPFAP OR ABPHAl.T, SHALL BE PI,AG>r0 [N GUTTER T13 SEE E-A42 CONTROL BMPS INDICATED ON THE ACCEPTED GEC PLAN. s r=AG1LITATE ~4OUI+JTiNG CURS; IiOWE1lER, CURB FpR GRADATION MAY BIw GUT Ot7WN TO A HEiGH`i OF qR HlGHE€~ fOR EASIERAGpfSS AND REPLACER RAFI NSER4ES 18UN 1 AT PROJECT COI~PLETI~?N. A CITY C?F WHIP.T RIDGE C+R APPRC3VE0 EQUAL. I~GHT~OP~NAY USE AND CONSTRUC'E'1C1N PERMIT 13 ftEQUIREO FOEi THIS WORK. 7. THE FIRST BMP TO BE INSTALLED ON THE S1TE SHALL BE CONSTRUCTION FENCE, MARKERS, OR OTHER APPRD DEFINING THE LlMlTS OF CONSTRUCTION, INCLUDING CONSTRUCTION LIMITS ADJACENT TO STREAM CORRIDORS AND ~ NOTI'C3SCALE TO BE PRESERVED. a 8. THE GEC OPER,4TOR SHALL STRICTLY ADHERE TO THE Cl1Y OF WHEAT RIDE-APPROI/ED LlM/TS OF CONSTRUCTIO THE CITY OF WHEAT RIDGE ENGINEERING D!t//SION MUST APPRD~E ANY CHANGES TD THE LIMITS OF CONSTRUCT/ DISCRETIDN OF THE ENGINEERING DIVISION, ADDJTIONAL EROSION/SfD1MENT CONTROLS MAY BE REQUIRED IN AREAS OF CONSTRUCTION. ~ i ST LAT{DN NOTES VEHiCLty TRACitiNG GCINTRC)l. N AL 1, VEHICLE TRACKING C6NTROL PA05 SHALT. SE INSTALLED AT EVEitY AGGESv POINT TO ~ SITE. 2. SdEHIGLE TRACK€NG GONTRCIL PADS SI~iALIK CO#~SIST QF HARM, DE~N5lr, #~URASL£ STONE, u At~iGULRR iN SHAPE Ai~O R~SISTANTTO WEATHERINu"", RCtUAIDEO STONE t7R SQI~LDERS 7 WILL Nt~TSE AGGI:PTABLE. T HE STt3NES SHA#,L l3iM ~ViTH A Pa~Ak'lMilM S!~ t?r" tr".THE STONE SHALL HAIJEA SPECIFIC GR.4ViTY Cif' AT LEAST 2,6. CONTROL Of GRAAATEON WILL Bi^ HY VISUAL INSPIrCTI(?NS. g, ANY CRACKED C]R DAMAGED CURB AND GUTTED AN[~ SIDE41SAi.K SHALL 8E REPLACED BY PER~IITTEIw, 9. PRIOR TD ACTUAL CONSTRUCTION, THE PERMITTEE SHALL 1/ERIfY THE LOCATION OF EXISTING UTiUTIES. FO CONTACT THE pENVER INTER-UTILITY GROUP AT 7-800-922-7987 OR FAX AT (303)534-6700. t i r ~ y, A STOP SIGfii INSfiALLEp IC~f ACCORDANCE i11~!lTTZ•I Tk~E MANUAL eJN UNII~(~RIwI TRAF'~►G ~ CONTRQL DEVICES {t~UTCi7 AS AMENDED, SHALL BE IN ALLE SIT#NC TRAFFIIy AT Hi~~~' itl"C. "j VEHICLE TRACKING CONTROL MAINTENANCE NCj7E.S ° i. GEC OPERATf3R SMRLL INSPECT UEHfCI.E TRACKING COI~TROIr DAILY, GRAVEL "~U[2FACt^ 70. NATURAL 1/EGETATION SHALL BF RETAINED AND PROTECTED WHEREI/ER POSSIBLE. EXPOSURE OF SOIL TO EROSlO~ OR DISTURBANCE OF I/EGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATI 7 7. A COPY OF THE ACCEPTED GEC PLANS SHALL BE ON SITE AT ALL TIMES. L SHALL 8E Gi.EAt+3 AND LOpSi~ ENOUGH TU RSlt' ~.fG~ITL't UFkDER V~iI=Et i.OADS AND CAUSE LCOS>r t3RA'JI~L TOO piSLODGE MUO FROM TIRES. ~dHEN GRAVEL SECOMES 7 CQMPACTEp ~7R FlLLE£1 WITH SEI~IMI:NT SO THAT THE EFFtrCTIVENESS C!~ THE PA,D i5 t ~ pIMINISHEO, C4NTRACTQR SHALL RIf', TURN AVER, 03~ OTHERWISE LOOSEN ~RAVEL~ ~ '?LACI" A4001TIONAI~ NEW GRAVI+L, tiR REFiACE WITH NI~4~' GRAVEL AS NECESSARY TO 5 I RESI"C,}RE EF~.CTIIiENEBS. ~ i~HICLE TRACKING CONTROL SHALL RE REIUIOVED AT THE ENT} Ot~ CUNSTFttiGTiON,TNE ~ C~RAVF1 MATERIAL REi~CiVED if APPROVEfl SY TfiE COUNTY, U;3ED OIJ SITE, AA1D ~ THE AREA TOPSt}ILE.D, DRiLE, 6EE0>;D AND GRlMP ~It9LCHE0 OR OTHERWISE 12. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE THROUGH THE CITY OF WHEAT RIDGE-APPROI/ED A l/EHICLE TRACKING CONTROL PAD JS REQUIRED AT ALL ACCESS POINTS ON THE SITE. ADDITIONAL STABILIZED S~ STABILIZED. P ENTRANCES MAY BE ADDED WITH AUTHORIZATION FROM THE CITY OF WHEAT RIDE ENGINEERING D11/ISION. ~T ~`~NICLE TR.ACK~~ ~NTRt~L 73. THE GEC OPERATOR lS RESPONSIBLE FOR CLEANUP OF SEDIMENT OR CONSTRUCTION DEBRIS TRACKED ONTO A AREAS PAVED AREAS INCLUDING STREEl~S ARE TO BE KEPT CLEAN THROUGHOUT 8UIL0-OUT AND SHALL BE C STREET SWEEPER OR SIMILAR DEl/ICE, AT FIRST NOTICE OF ACCJ~ENTAL TRACK/NG OR AT THE DISCRETION 0 WHEAT RI~~E GEC INSPECTOR. STREET WASHING lS NOT ALLOWED. CITY OF WHEAT RIDGE RESERVES THE RI ADDITIONAL MEASURES TO ENSURE AREA STREETS ARE KEPT FREE OF SEDIMENT AND/OR CONSTRUCTION DEBRIS. u C ~1ETA~L ~ ~ 4 r ~~7DE u D~P~'. ~F ~t~BL~ ~Vc~RK i V~ ~~~I~EE~~~ Df ~y~~ ~ ~ OLOR~ APPROV~p 13Y: t1610T SI'~N 14. APPRDI/ED EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED AND KEPT IN GD00 REPAIR FOR TH THIS PROJECT. AT A MiN/MUM, THE GEC OPERATOR SHALL INSPECT ALL BMPs IN ACCORDANCE W/TH THE ACCE ALL NECESSARY MAINTENANCE AND REPAIR ACT/~lTlES SHALL BE COMPLETED WITHIN 48 HDQRS FOR LEl/EL lIl IMMEDIATELY FOR LEVEL Ii UIOLATIQNS, OR AS DIRECTED BY THE CITY OF WHEAT RIDGE ACCUMULATED i11 I i n CONSTRUCTION DEBRIS SHALL BE REM01/ED AND PROPERLY DISPOSED OF ON A DAY TD DAY BASIS. 15. TOPSOIL SHALL BE STRIPPED AND STOCKPILEp IN THE LOCATION SHOWN ON THE AeCEPTED GEC PLAN. a i i J r ,mir, CITC 1I D pJn- IT-PT v=im _ 76. THE ACCEPTED GEC PLAN MAY REQUIRE CHANGES OR ALTERATIONS AFTER APPROVAL TO MEET CHANGING SIT CONDITIONS OR TO ADDRESS INEFFICIENCIES IN DESIGN OR INSTALLATION. THE GEC OPERATOR SHALL OBTAIN P) FROM THE DESIGN ENGINEER AND CITY OF WHEAT RIDGE ENGINEERING FOR ANY PROPOSED CHANGES. u t DRAWING SIZE 24" X .3fi'" 17. NO PERMANENT EARTH SLOPES GREATER THAN J.- I SHALL BE ALLOWED. SURVEY INFO 10/11/09 BASELINE ENGINEERING u fr TI DRAINING NAME I c03055 Clvil_recover.dwg SHEET 2 OF 2 7 r C2 ~ . r~ ` t i ~t 'ir ti 1 ~ ~ C~ ~ ca ~ ~ ors'`'; h,.,, ~ ; `ti .v'' ~ ~ ,t off".. _ `c ~ ~ . 1 t~ ~ ~ ~ e" ~ ~ ti soya , ' y. ~ ~ ;;i° ~ ~ „r ~ ~;..rF , . , , . i I ...I , - - ~s . , ~~1d.. ~ ~~p5 i . r ~ ~ 4go HA1 ~ 0.82 0.15 ~ . I i I_ ~ ~ ~~o ~ , a, . `EXISTING POND / ~ ~ t-'/ ~~00 ~n ~ . d- . mot- d- t - . a ~o z , , ...----97 t. 5495 94 , 495 ~r ~ t / ~ ({r' FFE =5487.84 . . . . . . . . . . . . . . . . . . . . ~ o 'u' / t / LJe( ~J I ~ ~ 1.1 J J . a r 0. { J ~a~'~ . 5 1 f. HISTORIC DRAINAGE PLAN 2 DEVELOPED DRAINAGE PLAN Dt Di . _ ~ ~ ~ FLOW SUMMARY t V I a k i _ ~ '~Y~~a: ~ x ~ ~ ~ ~ f ,w<: ~ a. . ~ x'45.-. . 37 ~ 4~ I t q a~ l ~ " 1 y 3.e y~.,. ~ y ~ ~ ~ } .ma,.nca Y~' 1 a f ~ _t _ r ~ ~ ~ ~ i dxil~ Y w' k ,s n,: s + i I r xt'.~ ~ ~ ~ .~a. ~ ~ 4 ~ Y T. i.i ~ r a+ ~ ~ _ r J t Z ~ 7 ~ r x^ ~r'r'0. i'. fit. :~4°:' - BA31N DESIGN ~ Q~~ POINT ~~L~ i V ~ if ~ ' r,4 f 1 ~ v J d Y V E r i r ~ 1 0.82 OS 9.6 1 s:. - . Y '.4 "0. ~ 2 O.B7 1 A 42 i Ry~ ~yy r EJ ~~~~.~`P ~:I~t a~ ~ i ~ ~ ' , ~ VS~ ~ ! HB 3 0.2.5 OA 1A ~ ~ l •i l y t i Y ~ f Al 1 O.B2 0..5 3.6 b V r~' j : tirZ - ~ S r rX' r ~ h t Y 6~ 3.~ _ t. ~ 2 0.77 32 72 y,.. r . ~ "'11°`[~'Y`T"s rqa.,. f..u ~a`~ r... y a ri ~~~f $ ~ '!r Y+r _^2~•r n 1 ~ M a~ rw, ;:r a "fit ;t t.: ,k. s~:.s.~xt~ i `r, ~z d~ , ; t» P, ~ o 1 ~ ~Xt~iE a~ ( ~ B 8 0.13 OZ 0.7 1 : :r~ ~ ' \ E ~Y ....,..a., •.,~~t ' t .~',•~y, ib,Sc` ~~1`,nr".~, .~'rnm.",Y" '4C ' 1 ~ ' Y d~ ~ ~ 7^'' a ~ ate, ,ab?f a?~:sm , m~ ..:~~~f ;i '~-„4,r slur ~ y ~F. ~ 4. ~ 1W~ J ~ A ~ "4' ;fie ~ w+3P% i ~ ~ 5 s ~ ~;c ~ i'' p~~ y[ { ~ , k~~'W . ~a ~ r ~ i~ J , s ~ ~ (y ,,..,i,,,Y ' ~ ~ „ ~ : ~ 1 ~ ~d ~~~;F~ , 3 s •l~M~ ~ 3C. ~~?ti•. wT t M N'A al n~~n~1 I VICINITY MAP XX/XX/XX INITIAL. SUBMITTAL. NOT TO SCALE 047 DRAWING SIZE 24" X 36". SURVEY INFO 10/11/09 7 7 BASELINE ENGINEERING DRAWING NAME c030 5 Civil -recover. dwg SHEET OF DI GENERAL WARRANTY DEED 1Statutory Form - C.R.S.§ 38-30-1131 elp LW INVI?S'fMFN'1'S, INC'.. a Delaware corporation, whose address is 130fl0 S.:MnPac_ Austin.'Iaxas '3746. tier the consideration of Ten and 00; 100 Dollars 1$10.00) and other good and valuable consideration, in hand paid, hereby sells. contributes and conveys to TIN INC.. a Delaware corporation, whose address is 1300 S, MoPac. Austin, Texas 78746. the real property in the County of Jefferson and State of Colorado that is described on Exhibit A attached hereto and made a part hereof; together with all its appurtenances, and warrants [lie title to the same. Signed as of the ist day ofJanuat_y. 2006. LIC INVESTMENTS, INC., a Delaware corporation By: _ Name: /G /tl f~/ia~f% Title: 5 ~/Ju~c/i STATE 01: ) ss. ('Ot1NTYOI: 7 < rvt~ _ ) The foregoing instrument was acknowledged before me this 21d)-r" day of c e e w 4+- _ , ?-ou 5-. by L^,,-> A,_. i it. * as -f'r. s i'dc- j,- of LIC investments. Inc., a Delaware corporation. Witness my hand and official sea]. My commission expires: o 3Yh E OF TEXAS 1042-2(01 u ':i nrni i~•,,,.: is r„ Notary Public IIIlilll~'Ililil'II.116~i1!!'Illil(I{il D 5236°57 ~006071742 WD 06/13/2006 01:17:26 PM 3 Pages: Jefferson County, Colorado I-~L Exhibit A LEGAL DESCRIPTION Parcel A: Lot 1, Container Systems Minor Subdivision. County of.lefferson, State or Colorado. Parcel B: A 40 fool roadway casement fix ingress and egress located in the Northwest 1/4 of the Southeast 1/4 of Section 16, Township 3 South, Range 69 West of the 6th P.M., County of Jefferson, State of Colorado, more particularly described as follows: Considering the West line of said Northwest 1/4 of the Southeast 1/4 as bearing North 00°00'00" Gast and with all bearings contained herein relative thereto; Commencing at the Southwest corner of the Northwest 114 of the Southeast 114 of said Section 16: Thence North 00100'00" East a distance of 40.00 feet along said West line of the Northwest 1/4 of the Southeast 114: Thence North 89°51'33" Fast a distance of 376.72 feet to the Southwesterly corner of that tract of land described in Book 2911 at Page 185 of Jefferson County records said corner is also the Southeasterly corner of a tract of land described in Book 2223 at Page 302 of Jefferson County records and is monumcnted with a steel pipe having a cap engraved " L.S 13495"; Thence continuing Nonh 89°51'33" East a distance of 230.97 feet to the True Point of Beginning; Thence North 15°16'24" West a distance of 330.71 lest to a point ofcurve: Thence along said curve to the left, having a radius of 30.00 feet, a central angle of 106'56'15- along chord bearing North 63'44'32" West 48.21 feet, for an arc distance of 55.99 feel: Thence South 57'47'21" West a distance of 116,92 feet to the West line of said 'tract described in Book 2911 at Page 185 of the Jefferson County records-- said line is also the Fast line of a tract of land described in Book 2223 at Page 302 of JeMrson County records: "thence North 00°00'00" East a distance of 47.28 feet along said property line: Thence leaving said property line North 57°47'21" East a distance of 91.72 feet to a point of curve: Thence along said curve to the right having a radius of 70.00 feet, a central angle of 106°56'15". along chord bearing South 68°44'32" East 112.49 feet, f o r an are distance o f f 30.65 feet: 1 hence South 15°16'24" East a distance of 249.70 feet to a point of curve; Thence along said curve to the left having a radius of 146.00 feet, a central angle of 45`07'23" along chord bearing South 37°50'06" Fast 112.03 feet, for an are distance of 114.98 feet to a point of non-tangency: 'thence South 89°51'33" West a distance ot'85 97 feet and to the'frue Point of Beginning. C)-- Exhibit A Page 1 Parcel C: All of the Grantor's right, title and interest in and to all appurtenant easements, including, hot not limited to those casements described in those certain Warranty Deeds recorded December4, 1969 in Book 2148 at Page 170 and on November 25. 1970 in Book 2223 at Page 301. Exhibit B Page 2 RFAI. PROPF.RTI TR:%NSFER DECLAR:%FION t. Address or legal descriplinn of the real property sold: Sec_Auachyd I xhibn A 2. 1'cpe of Property Purchased: Sin^_le Fanuh. Condonnmum Nluln-Unu Rcrtdcn:c Commercial X Industrial agricultural Nlixed Use acant I and O~hcr 3. Dole of Closing: Januarv 1. _1006 Total Sates Nrice fiurludirre a/f rent ruaJpersnnnt proprrn9: ".7 r,9_'?S Was any personal property included in the transaction'. IA,,w,,d mvp, rr ,o ~uiJ ..n 9„A hd,. lunikJ tn. rrrrprrme, dnrpen. fir, 'Arlafi1191117(tm1, 1a. a/uq,ur.'ut.,n.',rruo`,. 1r,, err. 11 rd. w,,i pupa rn-: ,n•, b.r. d. IL. , wo, pw, lane p, rr r „r/1I" m•xunrrIt ra lr Joe lit, ro,d /1111. 111 Ill-' ( . R-% Yo No - Hyvee. approximate value' C Dc<crihc. 6. Did haai sales price include a trade or exchange of additional real or persona propert_t'f It • en, th, dp~n,,.. ruaar „are r,Ydrc eon. I, or"w"',~. u. n! r6n dim u1, lu.iuo. \ s•: \ It opprokim:nc ,u uc: S Ilse.~doe,thi,transaction imnhe a trade uudcr lk$(,nle Sroinn loci" 7. IYas 1000/6 interest in the read propert% purchased.' Olmd "\,,-,t rude aj,rrru..I,nlrrr,r,, h,ar:¢pon ltnrd r Yes _ No It'no.interestpurchased: 8. Is this a transaction among related parties' rLuli, nrr,Jnrlrr do brnr) r,ro, lGr'11, Lund Hr/dn;/pu, u,:. urchrdc povm,,III ,n rlrr.mIll- lmnh. hrz... ol7il:ale, nr'.dlil:u:'d c,upnr'ofrnn..0 A4•s X Na v. Check an of the roltosxing that apph to the condition of the improecmems at the time of purchase. Ncu bxcclleol Good `Ascragr Fan' Poor Sahacc N.-1 If the properlA is financed. please complete the following: Ill. 101a1 anioutrt financed: If. 1`ype of financing: fo,rrk Ill rL,n.grpin Neu Arsmned Seller 1 ford Par l) Combination (c\pkoo) I:. Terms: Variable Stamme interest rate: I txed. Interest rate: t-cngth of-1 tmc. Daloou navment: Yes No If cc.,. ai n tow k, Due Darr. 11 Please ex lain nn% special terms. seller concessions. or Financing and ally other informntiml that would help the assessor understand the terms of the sale. For propenies other than residential rRrsulrunal r. do%nav/a.r .mete lrunrlnArn, led, o-,nukr ne:.. dpn. rl, ,u. ,nd ,nudmwrrl.to,) please complete i iwslions 14-16 if applicable. Of cm i:,e. Alf, it, 7.17 to comploh: 14. Did the purchase price include a franchise or license fee'.' Yes _ _ M, If yc>- fi:mchi>e ni hCQII,V Ica , aloeS 15. Did the purchase price intelre an inslallnent land armraW \ C, \ It date It contract 16. If this uas a vacant land sale. was an on-sile inspecilon of the property conducted h, the baker prior er the closing! 1'n• _A'r R<uvak:' //'ha.c,u.$nL-our.,,idal" dwlirrna,hul..+rtt~„anxI", ,dr vu, mnr i, unparawr. - 17. Signed as of.lanuarv 1. 2006 F.rttrr der dd,. nuuub. and ,oar. lure w I, "'t a, a• M tlrpmme, u, der rrcmsmaa,n .p_n Ilk due Ilurrrrr. md m, lush mr whk,i. ronI a du it ...r I'ldnr,ounho. Meow dvvenu, bm....... /Ar CRANTEE (BUYER): TIN INC.. x D dasx re corporation V~I L . fad4 T FpSuRE(>\ Grantee's Mailing Add ressi Phone: 13100 S. (v oP.1r Austin. Texas 8740 (S12) 434-5772 , V(iu L. Li".1 EXHIBIT A to REAL PROPERTY TRANSFER DECLARATION' (Legal Description) Parcel A: Lot 1. Container Systems Minor Subdivision. County ol'Jefferson. State of Colorado. Parcel B: A 40 loot roadwav casement for ingress and egress located in the Northwest P4 of the Southeast 114 of Section 16. 'township 3 South, Range 69 West of the 6th P.M.. County of Jefferson, State of Colorado. more particularly described as follows: Considering the West line of said Northwest 1/4 of the Southeast 1/4 as bearing North 00°00'00" East and with all bearings contained herein relative thereto: Commencing at the Southwest corner of the Northwest 1%4 of the Southeast 1!4 of said Section 16: 'thence North 00°00'00" East a distance o1' 40.00 feet along said West line of the Northwest V4 of the Southeast 114: Thence North 89°5] '33" East a distance of 376.72 feet to the Southwesterly corner of that tract of land described in Book 2911 at Page 185 of Jefferson Count records - said corner is also the Southeasterly corner of a tract of land described in Book 2223 at Page 302 of Jefferson County records and is monumentcd with a steel pipe having a cup engraved " L.S 13495'% Thence continuing North 89°51'33" East a distance of 230.97 feet to the True Point of Beginning: Thence North 15'16'24° West a distance of 130.71 feet to a point of curve: Thence along said curve to the left, having a radius of 30.00 feet, a central angle o1 106°56' 15° along chord bearing North 63°44'32" West 48.21 feet, for an arc distance of 55.99 acct: Thence South 57°47'21" West a distance of 116.92 feet to the West line of said Tract described in Book 2911 at Page 185 of the Jefferson County records - said line is also the East line of a tract of land described in Book 2223 at Page 302 of Jefferson County records: "thence North 00`00'00° East a distance of 47.28 feet along said property line: "Thence leaving said property line North 57°47'21" Gast a distance of 91.72 feet to a point of curve: Thence along said curve to the right having a radius of 70.00 feet. a central angle of 106'56' 15". along chord bearing South 68144'32" Gast 112.49 feet, for an arc distance of 130.65 feet: Thence South 15°16'24" last a distance of 249.70 feet to a point ol'curve; Thence along said curve to the left having a radius of 146.00 feet, a central angle of 45°07'23". along chord bearing South 37°50'06" East 112.03 feet. for an arc distance of 114.98 feet to a point of non-tangency: Thence South 89°5133° West a distance of 85.97 acct and to the Truc Point of Beginning. Exhibit A Page 1 Parcel C: All of the Grantor's right, title and interest in and to all appurtenant easements. including. but not limited to those easements described in those certain Warranty Deeds recorded December4. 1969 in Book 2148 at Page 170 and on November 35, 1970 in Book 2323 at Page 301. Exhibit A Paec 2 RILL. OF SALE This Bill of Sale dated as of January I. 2006. is made by LIC INVES'I'MI N'I:S. INC_ a Delaware corporation {"Seller''1. to TIN INC.. a Delaware corporation ("Buyer"). for Ter Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by Seller. Seller hereby sells, conveys. transfers. distributes, assigns. and sets over unto Buyer all right. title and interest of Seller in and to the following: (a) All equipment and tangible personal property owned by Seller and loealed. placed or installed on or about, or used in connection with, the real property described in Exhibit A attached hereto and made a part hereof (the "Personal Property'): and (b) All site plans. surveys. soil and substratus studies, architectural drawings. plans and specifications, engineering, electrical and mechanical plans and studies. floor plans, landscape plans. appraisals, feasibility studies, and other plans and studies of any kind, if existing. and in Seller's possession or control that relate to the real property described in Exhibit A hereto or the Personal Property. The sale of the Personal Property is "AS IS, WHERE IS AND SUBJECT TO ALL FAULT." Seller warrants and agrees to forever detcnd the sale of such property to Buyer and its successors and assigns against all persons claiming by. through or under Seller. Executed as of the date set forth above. LIC INVESTMENTS. INC.. a Delaware corporation E3v: _ Name: , G ~ k~// Title: ti°~~q>E J „ .1'i1 gldll C Du--- I~PV EXHIBIT A to BILL OF SALE (Real Property) Parcel A: Lot 1, Container Systems Minor Subdivision. County of Jefferson. State of Colorado. Parcel B A 40 foot roadway casement for ingress and egress located in the Northwest 1/4 of the Southeast 1/4 of Section 16. Township 3 South, Range 69 West of the 6th P.M., County of Jefferson, State of Colorado, more particularly described as follows: Considering the West line of said Northwest 114 of the Southeast 1 /4 as bearing North 00°00'00° East and with all bearings contained herein relative thereto; Commencing at the Southwest corner of the Northwest 1/4 of the Southeast 1/4 of said Section 16; Thence North 00°00'00" East a distance of 40.00 feet along said West line or the Northwest 1/4 of the Southeast 1/4; Thence North 89°51`33" East a distance of 376.72 feet to the Southwesterly corner ofthat tract of land described in Book 2911 at Page 185 of Jefferson County records - said corner is also the Southeasterly corner of a tract of land described in Book 2223 at Page 302 of Jefferson County records and is momunented with a steel pipe having a cap engraved "LS 13495* % Thence continuing Notth89°51'33" Fast a distance of 230.97 feet to the True Point of Beginning; Thence North 15"16'24" West a distance of 330.71 feet to a point of curve; Thence along said curve to the left, having a radius of 30.00 feet, a central angle of 106'56'15" along chord bearing North 63°44'32" West 48.21 feet, for an are distance of 55.99 feet; Thence South 57°47'21" West a distance of 116.92 feet to the West line of said Tract described in Book 2911 at Page 185 of the Jefferson County records - said line is also the East line Of a tract of land described in Book 2223 at Page 302 of Jefferson County records: Thence North 00000'00" East a distance ol'47.28 feet along said property line; '['hence leaving said property line North 57°47'21" Gast a distance of 91.72 feet to a point of curve; 'I hence along said curve to the right having a radius of 70.00 feet, a central angle of 106°56' 15", along chord bearing South 68°44'32" East 112.49 feet, for an arc distance of 130.65 feet; ']'hence South 15°16'24" fast a distance of'249.70 feet to a point of curve; Thence along said curve to the left having a radius of 146.00 feet, a central angle of 45°07'23", along chord bearing South 37°50'06" Fast 112.03 feet, for an arc distance of 114.98 feet to a point of non-tangency: Thence South 89°5133" West a distance of 85.97 feet and to the True Point of Beginning. Exhibit A Page 1 Parcel C: All of the Grantor's right. title and interest in and to all appurtenant casements, including, but not limited to those casements described in those certain Warranty Deeds recorded December 4. 1969 in Book 2148 at Page 170 and on November 25, 1970 in Book 2223 at Page 301. Exhibit A Page 2 ASSIGNi''IENr ASi) ASSUMI"HON OF C'ON1 RAC TS THIS ASSIGNMI.NT AND ASSUMY'rION OF CONTRACTS (this "Agreement") is made and entered into as of January 1. 2006, between LIC INVESTMENTS. INC., a Delaware corporation ("Assignor"). and TIN INC_, a Delaware corporation ("Assignee-). Recitals This Agreement is made with respect to the following facts: A. Assignor has of the date hereof conveyed to Assignee the real property described in Exhibit A attached hereto and made a pail hereof (the "Real Property"). together with all equipment and other tangible personal property owned by Assignor and located, placed or installed on or about the Real Property or used as part of or in connection with the Real Property or for the operation therLof (the "Personal Property"). B. In connection %%ith the conveyance of the Property to Assignee. Assignor desires to assign all of Assignees right. title and interest in and to all contracts. agreements and commitments lirr the repair, maintenance. service anti supply of the Real property and the Personal Property (collectively, the "Property) (the "Contracts"). C. Assignee desires to assume Assignor's obligations under the Contracts. Agreement For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto hereby agree as follows: I. Assi mcnt. Assignor hereby assigns to Assignee all of its right, title and interest in and to the Contracts. and agrees to indemnify and hold Assignee harmless from all obligations on the part of the owner of the Property arising under the Contracts prior to the date hereof and from all liabilities, costs and expenses (including, without limitation, reasonable attorneys tees) incurred in connection therewith. 2. Assumption. Assignee hereby expressly assumes and agrees to perform all the obligations of Assignor under the Comracts to be performed oat or after the date hereof; anti agrees to indemnify and hold Assignor harmless from all obligations on the pmt of the owner of the property arising under the Contracts on or after the date hereof and from all liabilities, costs and expenses (including. without limitation. reasonable attomeys' fees) incurred in connection therewith. 3. Binding_'Iausc. This Agreement shall be binding upon anti inure to the benefit ol`Assignor and Assignee and their respeetivc successors and assigns. i rtnpi +_co,rl;eM IN WITNESS WIIFRI:01:. the panics have executed this Alpeen,ent as of the date first set I'ixth above. ASSIGNOR: IA' INVF..SI'MF.NTS. INC.. a Delawarc corporation By: Name: Tillc: ~/LES'igw ASSIGNEE: TIN INC'.. a Delaware corporation B>-:~tWlfN-4r~4 vu-0-1 Title: P Pr?9- ~1~ed~~ukFr'__ 1.7 1, , : II t•N, 2 rXHIBIT A to ASSIGNMENT AND ASSUMPTION OF CONTRACTS (Real Property) Parcel A: Lot L Container Systems Minor Subdivision. County of Jefferson, State of Colorado. Parcel B: A 40 foot roadway easement for ingress and egress located in the Northwest 1/4 of the Southeast 1/4 of Section 16, Township 3 South, Range 69 West of the 6th P.M., County of Jefferson, State of Colorado, more particularly described as follows: Considering the West line of said Northwest 1 /4 of the Southeast 1/4 as bearing North 00°00'00" Gast and with all bearings contained herein relative thereto; Commencing at the Southwest corner of the Northwest 1/4 of the Southeast 1/4 of said Section 16: Thence North 00°00'00" Fast a distance ol'40.00 feet along said West line of the Northwest 1/4 of the Southeast 114; Thence North 89°51 `33" Fast a distance of 376.72 feet to the Southwesterly corner of that tract of land described in Book 2911 at Page t85 of Jefferson County records said corner is also the Southeasterly corner of a tract of land described in Book 2223 at Page 302 of Jefferson County records and is ntonantented with a steel pipe having a cap engraved "L.S 13495"; Thence continuing North 89°51'33" Last at distance of 230.97 feet to the True Point of Beginning; Thence North 15°16'24" West a distance of 330.71 feet to a point of curve; Thence along said curve to the left, having a radius of 30.00 feet, a central angle of 106°56' 15" along chord bearing North 63°44'32" West 48.21 feet, for an arc distance of 55.99 feet; Thence South 57°47'21" West a distance of 116.92 feet to the West line of said Tract described in Book 2911 at Page 185 of the Jefferson County records - said line is also the Bast line of a tract of land described in Book 2223 at Page 302 of Jefferson County records; Thence North 00"00'00" Fast a distance of 47.28 feet along said property line; Thence leaving said property line North 57°47'21" Fast a distance of 91.72 feet to a point of curve; Thence along said curve to the right having a radius of 70.00 feet, a central angle of 106°56' 15 along chord bearing South 68°44'32" Gast 112.49 legit, for an are distance of 130.65 feet; Thence South 15'16'1.4" East a distance of 249.70 feet to a point of curve: Thence along said curve to the left having a radius of 1460 feet, a central angle of 45°07'23", along chord bearing South 37°50'06" East 112.03 feet, for an are distance of 114.98 fect to it point of non-tangency: l'hence South 89°51'33" West a distance of 85.97 foot and to the "true Point of Beginning. Exhibit A Page 1 Parcel C: All Uthe Grantors right, title and interest in and to all appurtenant casements. including, but not limited to those easements described in those certain Warranty Deeds recorded December 4, 1969 in Book 2148 at Page 170 and on November 25, 1970 in Book 2223 at Page 301. Exhibit A Page 2 ASSIGNMENT AND ASSUMPTION OF LEASE THIS ASSIGNMENT AND ASSUMPTION OY LEASE ((his "Assignment°) is made and entered into as of January 1. 2006. between LIC INVESTMENTS. INC., it Delaware corporation ("Assignor-), and TIN INC., a Delaware corporation ("Assignee-). Por Ten Dollars and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by Assignor. Assignor hereby assigns, transfers and conveys to Assignee, all right, title and interest of Assignor its landlord in and to that certain lease agreement (the "Lease") described in Exhibit A attached hereto and made a part hereof, together with all unapplied security and/or damage deposits of the tenant thereunder. subject to the rights of such tenant to such deposits. Assignor shall indemnify and hold Assignee harmless from all obligations on the part al' the landlord arising under the Lease prior to the date hereof and front all liabilities, costs and expenses (including. without limitation, reasonable attorneys' fees) incurred in connection therewith. Assignee hereby expressly assumes all liabilities and agrees to perform all obligations of Assignor tinder the Lease to be performed on or after the date hereof. and shall indemnity and hold Assignor harmless from all obligations on the part of the landlord arising under the Lease on or after the date hereof and from all liabilities, costs and expenses (including, without limitation, reasonable attorneys' fees) incurred in connection therewith. This Assignment shall bind and inure to Assignor and Assignee and their respective successors and assigns. ASSIGNOR: LIC INVESTMENT'S. INC.. a Delawarc corporation By: C./ Name: ~G A KAY /G ~i Title: ASSIGNEE: TIN INC., it Delaware corporation Y - Name: &ifk W,'_' IR0 - Title: _ _ e_yia aep, ,.1 40H 1220 n<-611'4 F\1111 IT A to ASSIGNMENT AND ASSUMPTION OF LEAST. (Lease) Lease dated June 23. 19Y6. as amended. between LIC Ineesnncnta loc.. a Delaware corporation, and Inland Container Corporation, a Delaware corporation. Exhibit A Page 1 1. .I JI OO1 .11 Pl1 Crry°t LAND USE APPLICATION FORM ~ Wh t ea ~e -ComAdVNIT'Df.VE1APMENT Case No WZ0907 Date Received _10__/30/2009] Related Cases -Case Planner Tielz Case Description Final Development Plan Amendment AppJicaM/nfa~a/wn . ~ Phone 303) 4032877 - Name ve Huppert ! Name I - _ ~ - ' Address 5000 Oak St.__ City Wheat Ridge State CO Zip 17~11A&Vffldf" 11A&V Name Temple Inland _ Name Phone''(303) 403 2877 Address 50000ak St. City : Wheat Ridge State CO -tip 80033__ Ciwfa t1nJnrava,v~ Name Mike Rudd._ - - Name Phone (303)632-6802 _ Address 8811E Hampden,#206 ! city Denver State CO ,17 zip j80231----- Address Address 5000 Street Oak Street. City Wheat Ridge ( State CO Zip 80033 Location Description , Project Name Parcel No 39.164.01-003 Qtr Section: SE16 Disirct No IV- €=d, 'Di-1w"rkfr Case Disposition Conditions of Approval CITYAT RIDGd 11/82/69 11:04 AM bb HAPPEL 8 ASSOCIATES RECEIPT NO.CD11803182 FNSD ZONING APPLICATION f 558 80 ZONE PAYMENT RECEIVED AMOUNT CK 33421 558.88 TOTAL 558.88 "W 41 V, grCity of Wheat idle COMMUNITY DEVELOPMENT PRE-APPLICATION MEETING SUMMARY Meeting Date: Attending Applicant(s): Attending Staff- Address/Specific Site Location: Existing Zoning: Comp Plan Use: September 10, 2009 Mike Rudd Rudd and Associates, Architects 8811 E. Hampden Ave. Denver, CO 80231 303-632-6802 Frank Pevler Happle Associates 807 141h Street Golden, CO 80401 303-277-9358 Meredith Reckert - Senior Planner Adam Tietz - Planner Mark Westberg - Special Projects Engineer 5000 Oak Street Wheat Ridge, CO 80033 Planned Industrial Development (PID) Planned Business/Industrial Park (BP) Applicant/Owner Preliminary Proposal: The applicant is proposing a 4550 square foot addition between and open dock area between two buildings. The applicant requires better interior space for better management of the existing equipment product movement and circulation and for storage. The enclosed area will be contained by the exterior walls of the two buildings. The dock area will not change except for the western wall and modification to the existing overhead door. The applicant is also proposing improvements to the north side of the building as well. A loading dock will be added for better product access. There will be a new overhead door cut into the north wall with a dock leveler installed. The tractor trailer yard is proposed to be regarded and additional road base/gravel added. A concrete pad for trailer docking legs is proposed to be constructed to better organize the trailer storage. Will a neighborhood meeting need to be held prior to application submittal? A neighborhood meeting will not be required for an administrative Final Development Plan (FDP). Existing Conditions: The property is located on the northeast corner of W. 50'h Ave and Oaks St. Access to the site is provided by a drive off of W. 50`h Ave. It is zoned PID which generally allows for industrial uses that are typically are found in the Industrial (I) zone district. The "P" zone district was established to allow for commercial, manufacturing, assembly of goods and other light industrial uses. There is an existing office/warehouse on the property that is over 160,000 square feet in size which is used by the applicant for administrative operations as well as the construction and the distribution of cardboard boxes. The warehouse is located to the west of a heavy industrial glass bottle plant and to the south of a fairly new residential subdivision across Ridge Rd.. The area to the west and south is zoned and used industrially with smaller office/warehouses for light industrial operations. The light rail line, "The Goldline", will run directly adjacent to Ridge Rd and will end just to the east of Ward Rd. in Wheat Ridge. In addition to the proposed Goldline, there is rail spur that accesses the warehouse that runs from the northeast comer of the property to the west side of the warehouse. The site itself sits at a high point and slopes down to the south. The majority of the site is paved however; the northern portion of the property that is used for track parking is of an un-improved surface. There was some site work done a few years ago to help with drainage. Planning comments: When a property is zoned PID two zoning documents, the outline development plan (ODP) and final development plan (FDP), are created which set the list of allowed uses, landscaping requirements, parking, site design, architectural standards, building lay out and coverage and other development standards. The ODP and FDP documents for this property were developed 1983 and did not take any future additions or site improvements to the property into account. One thing that was established in the ODP and FDP for this property was the specific building size and footprint. However, the PID did not set a maximum size limit which does give staff some leverage as to how amending the PID is processed. Since no maximum size was set, the FDP can be amended administratively if other site improvements are made in conjunction with the building addition. First, the area on north side of the existing building has been labeled as "undeveloped area" since the property was zoned PID. However, this area has been used for truck parking for several years. This area is of an unimproved surface and does not meet the parking surface requirements for commercially and industrially zoned properties. The City of Wheat Ridge requires that all parking areas on commercial and industrial properties to be of a hard surface. Hard surfacing does not include compacted gravel, road base, or other compacted loose material. It must be of concrete, asphalt or other type of paving. Second, a light rail line called "the Gold Line" will run adjacent to the railroad to the north of the property in the near future. As a way to prepare for the line, he City of Wheat Ridge would like additional landscaping along the north side of the property to buffer the industrial facility from the rail line. A combination of trees, bushes, and shrubs may be used to create the buffer. The Process: 2 The first step in amending the FDP began with the pre-application meeting on September 10, 2009. Since a neighborhood meeting is not required, the applicant may submit their application at any time. Upon submittal of the land use application, a case manager will assigned to the case. They will refer the application and FDP document to other city departments and outside agencies for their comments regarding the proposal. This referral period usually lasts for two weeks. Once referral comments are received back and the internal planning department review is complete, a list of comments will be provided to the applicant for required revisions. Upon resubmittal of the revised document, if all requirements are to the satisfaction of the referral agencies a staff report will be prepared with a recommendation of approval, approval with conditions, or denial. Once the staff report is complete, the application will be forwarded on to the Director of Community Development for his decision. The director will make the final determination to approve, approve with conditions or deny the application. After the FDP has been approved by the director, the FDP document must be reproduced onto mylar paper and submitted to the City for all the required signatures. Once all signatures have been received the mylar will be taken to Jefferson County to be recorded with the Clerk and Recorder. Public Works: Please Contact Dave Brossman or Mark Westberg at the numbers below for Public Works requirements. Building Department: The Building Department was not present at the meeting. Please contact John Schumacher at the number below for Building requirements. Further comments will be made upon submittal. Architectural and Site Design Manual comments: The Architectural and Site Design Manual does not apply to this site. Attachments: zone changes packet, FDP packet Phone Numbers Meredith Reckert - Senior Planner 303-235-2848 Adam Tietz - Pl anner 303-235-2845 Dave Brossman - Development Review Engineer 303-235-2864 Mark Westberg - Special Projects Engineer 303-235-2863 Steve Nguyen - Traffic Engineer 303-235-2862 Ryan Stachelski - Economic Development Specialist 303-235-2806 TEMPLE-INLAND BUILDING ADDITION 8-25-09 Narrative - 4550 SQUARE FOOT ADDITION Temple-Inland requires additional interior space for better management of the existing equipment, product movement and circulation and for storage. The addition will allow the existing baler and shredder to be reoriented and be isolated for better sound and dust emissions control. The baled paper waste storage will move from the current plant interior to the proposed addition to provide a cleaner work environment. The addition provides a larger covered area connection with the existing roofed exterior dock and also a connection with the Container Building to the south. The addition is between two existing concrete twin-tee walls and the partially enclosed dock area. The existing dock area has a roof and is somewhat contained by the existing walls. The dock area will not change except for the construction of the new west wall and the modification to an existing overhead door. The existing concrete drive area between the 2 buildings will be removed for the new addition, the fire hydrant will be relocated, as will a pressure-indicating valve. Overhead doors will be installed in the new east and west walls of the addition. The new building area will have a dry fire sprinkler system. Narrative - NORTH SIDE OUTSIDE DOCK ADDITION AND YARD IMPROVEMENT This north side loading dock area is created for better product access. There will be a new overhead door cut into the concrete wall and a hydraulic dock leveler installed in the dock area. The tractor-trailer yard will be re-graded and additional gravel / road base installed. The new work will not after the existing area or drainage pattern. The existing concrete drainage pan and outlet pipe in the southwest corner will remain and be repaired as required. A concrete pad for trailer docking legs will be constructed to better organize the trailer storage. This improved yard is intended to allow more trailer storage, which should remove those now on the street. Steve Huppert Temple-Inland 303-403-2877 Frank Pevler Happle Associates Commercial Builders 303-277-9358 Mike Rudd Rudd & Associates, Architects 303-632-6802 Ensmlc NUC D BEttNO NEW RJ[£ 12 E Atl4 BEttY1D i ~ I PANEL 1 G ~ ~ ~ NI r r t I' 1 _e• ~ ~ u CI I ~ I ` . 0. PANEL i I 4 I I II I ~I ~ ~ I I I ~ F q'u FkE k ~ ~ II !I g I I J 1 1F0 e' MX s NGI 1 I 4 Ili p 1 i ii M1 ,j ING-~ EEGO D o woE Wx G ~ , ' NER TAJ ~ i 3 ^ l II :I ' ERSnxG PnNrtO iWl hE P i i LL T'~'' m-D vnDE COxc. - ANELS . W WAREHOUSE MR-TEE PANEIS J I + I I , I II 100'_0. III II ~ I ' ' 100 -0 R 1 1{'-0's 6 caxc. mu0 N,T IEfA wAU o DrWL . scnaxn WON 0006 PRE acu.wDS, m Pums DOING am w,l A RION ..NC 8 DU WEST ELEVATION IN= 1'-P _ EAST MAII. SW ERRING uwc YAB EXISTING BLDG. ERRING sigh CLAW u _ N00'00'00'E 1323 6 J' _ _ _ _ AECGXOIINNF➢ ER SING ~ METRIC SP AHAi FHA-T ASPHAI _ l WIT. . AN OWi. [RAVEL ANC \ i \ REM., EGRNE 9 ERSIWG C[IIC. L NEW R MP I MAVEL %R GRAVEiAtE I -ERSIHG IV I I ' ' \ NEW C. 9JflfACE iRETWC G ' • IL CCNC PAN \ \ ' rr- EXISTING EASTING _ UNITS aNEW - ROLL STOCK CONTN ER ''..`aA\A wNE WAREHOUSE _ WAREHOUSE o\ m I 911016 . e m ~ PO ING OOpt I I I DOING cDv RER WAIING COOK • _ y ` ERRING'-GAR 8 { n LoPgNG W]t 1 2111 , SIRING FDA) 1 - - FR `SaG RAL S00'51133'V 1223.32- O SITE PLAN rnsnxc Pao ERSPNGJ `IRI EXISTING WASTE THEEATMENT BUILDING SINS J `PN pNG m Q .I m ~ SITE DATA SR AREA ou. sF (1, 0, ACRES) WSIWGN STW(WARDW)SE 47V05F. ERSUNG CaTANFR WARENWSE I14.M SF 'SMG PAAMG M'0 MOUES'. 118.821 SF. I "SING CGICREN PAR 585 RF ERSING WART IRFAIYFNi @0G 1,21V S.F. SPERMS U wcC /a N VASE 110.919 S.F NEW BUNWNG AOOmM 1.. SF. NEW CdIC IXlX 952 SE NEW flECaDIMNEO W1 CE 19,610 SF NEW CM'CRER SMIACE J. SF. j Templeinland I RTWC m9 ou erleel I L= / I. weeAr uoD9 DDw1ADO I PARNM / RAPPEL OAK ST sse[pxns - - - - - - - - - - - - - - - - ' ewldxcWu11YlHbWXCMNNMN'! : ■RUDD & A530CIATE3 ISSUE RECORD: a-25-09 t v.. ITS TR~J~TIE BE~`~Na 128'-6" NEW ROOF T.O. PANEL SLOPE BEYUND r- - ~ ~~LL'~8A 1~- _ `t' T.O. PANEL 1 EXISTING PAINTED EXISTING PAINTED E T1NG 10'-0" WIDE CANC. B'-~" 1MDE CONC. C TAIN TWIN-TEE PANELS W EH E TWIN-TEE PANELS 100'-0' 100'-0' L FIN. FLR. FIN, FLR, PRE MET PAN EXISTING BLDG. SL ~ 1 1' ifi 1 1 1 I P i f I 1  ; r ~ w , - _ l ~ I I _ ~ LA 1~ ~ ~ (3U V RAiN FITI STQRM ~ s ~~E~~, 1.,. it ■r a4./~I.M.Irt~M~l~I~I,/L+~~II~! J~R1~, ~i~~i •fLJS r r~ ~r ~ ~ wwww~ r~r ~w ww~ 99~A r nrrwr~ ~ ~w w~~ ~ i r r !iwr~r ~ ~ w~~~ i rs rs ra yr R FN 1 ~ t ~ 9y ~DIT1~~6F E~iST6h~~ 1 ~ t SURFACE ASPHALT RF~~ FfTI ~ ~ ~ ~s T ~ ~ ~ s f ' ~ ~ . p p EfSTI Q~J. t R~RA RAMP ~NTALL F ~ } AF FH a r ~ t 17 l .1 ~ ~ ~ t ~ rx t. t ® ~1 ~ ~ ~ \l ~ {p~ 4 ~ }4 ~f [ \ +y ~ EXISTING F~AF~IN AND DICE. ~ .F. ~ ElTf ~ SURFACE EXISTING GGNRETE PAID 5 S,F. 4 IY PAN ~ . ~ EXISTING 'BASTE TI~ETI~EI'~T D.DG. 1 B2fl S~,F. EXISTING I_AI~I~SGAI~EGPE SPACE ~ S.F. ti.~ ~ S ~ k i NEB BU11_I~II~IG ADDITIGN: Sb. t ti~ ~ r ° r` , ~ NEVI QN. DGGI~o S.F. c~.-_------o-----~---------®------ l i E1~ EGGI~IDITIGI~ED ;JF~FGE. S.F. 4 ~ 1 \i 4 I'E~ GGGI~ETE SI~FAE 1, S,F$ ,4 ( ~ ~ ~ ~ ~ LI~TS 4~ n ~ ~ S ~.~t x.71\RYL{.e J~filFf'4V~ , \ ~ ~ ~TTUh OF SLOE ~ ~ ~`ti ti ~ \ l , ~ r~~ r ~ ~ ~ ~ ~AC~fN~ ~ ~ ~ ~ Gn ~ ~ , ~ ~ F ~l ~ _ t t ~ ~ t i ~ ~tn.n~~r~re~ 5D` R~iilc~~tir Str~~ti~izr't~ ~ ti - a~ I ~ r. E~ST~: Pl E~ST~ RAIL ~ SPUR _ .c-. t d ~ ~ t  Al cnlL£'CLUFe kill 8811 Eases Hampden A enue, Suite 06 Denver, Co. 80231 303-632-6802 ~ SITE PLAN I ISSUE RECORD: 1 U'r F l