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HomeMy WebLinkAboutSite Certifications - 11/16/2001THE LUND PARTNERSHIP INC. Professional Land Development Services November 12, 2001 Mr. Jay Barber City of Fort Collins Utilities Department 700 Wood Street Fort Collins, CO 80522 Re: Fox Meadows Subdivision11 _ !� Dear Jay: 12265 West Bayaud Avenue Suite 130 Lakewood, CO 80228 Phone (303) 989.1461 Fax (303) 989.4094 Transmitted herewith are the record drawings for the above -referenced project. I certify that the construction of sanitary sewer, water and storm drain are within substantial conformance to the "record drawings." The "record drawings" were prepared from construction information provided to The Lund Partnership, Inc. The construction information has not been verified in any manner by The Lund Partnership, Inc. The detention/water quality pond is in substantial conformation to the approved drainage study. Pursuant to the approved drainage study 132,600 cf of volume is required and 153,500 cf is provided. Sincerely, ,D �pp0 REG�sl K. Pe��%�� 2ie K. Pesicka, P.E. n2 Colorado Professional Civil Engineer No. 32256 -o 32256 For and on behalf of The Lund Partnership, Inc. ��,�'•�.Oee0, AMass/oM 1 CAMyFiles\mjtVox meadows record drawings.wpd •. 1 ;el r-' 'PAI AY..'.C• O. •l Y 1w;W I � M � � m 1 I • 1 � • I 11 aA I W N" 5 M viv ,vata..a i t ' .M IM /.NM ✓.Y .� 7, II I 'I' ♦I I I I m c I M C, I. ! cn In t MYV CD co M N•J �< /f J.V1 OA%W I1LGN1IlYON It • 1 /hf.N /1.'/ffYY f�•wy nll M N;✓l �e �.wutxna ej.vPa,''.ao ter- y- ------------------ c � 1 I . T 7A/ab NJL1�`✓C/I � �' . wi �w� L .v M ✓ � .t �r XX I v I` ♦i I I !�! � f 4 rt' �rY \ I? I L` d IS r, 1 .r Y RO'N.�Il Ic r�.✓ / .✓•.�N /L4✓ 1 /I— ��.rK�'.�► ovew �ucvlirrol� .�� �� � � — `, yam: • � i� ,—.� _ ._. , � i !, / _ IL 9 1 9 �i■ etII�F �tF• file ti ■• l�l � ='fl- { � 4iF:1 P:9:t:4 O Y O H H 1 0 0 1 3 S U10 H I 1, i ...,. J• , O z W ... A 3' zuj 4 + J S �_l�'d �H11J1 6:\1998\98-049 Fox Meadow\Drawings\9849S1.awg We Dec 08 15:10:03 1998 N ZO/7-O'd Z99T VZ' L• 6 d1ATI3 1f� G,P:t, UTILITY PLANS FOR FOX MEAD 0 WS SUBDIVISION LOCATED IN SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST, OF THE 8TH PRINCIPAL MERIDIAN, IN THE CITY OF FORT COLLINS COUNTY OF LARIMER, STATE OF COLORADO SEPTEMBER 1999 VICINITY MAP N.T.S. LEGEND 1. Pi COVER SHEET ONLY) z OVERALL Umw PLAN 3. GRADING PLAN (NOl E. GRADING PLAN (SWINE) 5. WATER PLAN 8. SANITARY SEEER PLAN AND PROFILE T. ORAINAGE AND EROSION COLIR(IL PLAN B. CONSTRIICININ DETAILS 9. CONSmCTION DETAILS 10. FUTURE 1IM9FALANE ROAD MPROVELEENTS }I. HOREWICOTN IMPROVEMENTS i2. TIMBEIRLANE ROAD CROSS SECTIONS 11 HORSETOOM ROAD CROSS SECTIONS CONTRACTOR MAXWELL CONSTRUCTION 333 W. HAMPDEN w325 DENVER CO 901W 303-1187-5997 CEN NOTES: 1. ALL sma 8. Pro ONTm TE M N FTw PEIIMT. 1. PRIOR m TE aw ORE m mR OEM OME. e. ALL DAMAGED THE AUXXi 9. PRIOR M TIE SIaIY SEVER. MO WATER TINE m A. STANDARDS. AND SPEaRCAMMIs FOR Ui vii MANUAL. ALL MG" UNWiaL W UIDTES AM Ii STALL BE THE REs9M99Un OF AND LOCAnaN OF Ai aOERaiWIO ME MINAM OF NFD FOR A COMPLETE OW Y SMALL BE ND/CIt THE an M SPECT R AT THE THE THE CUTS ARE MADE OF ANY CONSTRUCTION. TIE Ea1TRACnA SMALL I AM SCHEDULES AN) CONTACT THE (STY SFECTDN MR ANY TPFE BEMW& REp W A OF MY crosmcT . THE cMTRACIT SNA1 S ENGINEERING EmART T (270-9S Sam me NE 97D-221-6651) TMNn-FAUN (24) HOURS ADVANCE NTIm, AND SIDEWALK SHALL BE rEMLm FUME 70 ID MMOLEHENM. OF MY CONSTRUCTION THAT MSL EFFECT TRAFFIC IACIOI RIME CONTACT TE an OFN FORT COLLINS 0 MLL TTIttYAMLY REMOVE OR R XAM THE SION AT NO AAEVER, F THE CONTRACTOR MOLE THE TRAFFIC SIGN L OE MANED FOR TIRE LABOR. MATERIALS AND SIGN AS I m, LINES IS 45 FEET AM THE MAXIMUM COVER IS 55 an. ACCEPTANCE BY TIME Cln OF FORT COLUM FACILITIES. BY A REOs D EMMEDD MOST BE r ONE sI WAT UMW LL MWMT. ED M W. T WATER UI V amMnmT AT CHARGE Is IT TXE INITm AND Muni SECTOR PHONE (303) 692-3590. ICENIni ME NED FOR a. mMi, PRE'ARM ME AARLACATION. AND PATNO FOR THE RENEW AND SUBMITTAL FEE$ REMSSMy( SECURE FARE PERYIT,'MLL BE SHERESPONSIBIUTY OF THE CONTRACTOR. 18. BmCXYAMI: (12103) NmTIMFsi WRNFR XmSEMICAN ROAD AND 1WSERIANE ROAD ON 901AL ROLE AY ... ELEVATCM . /9 0. 17. BmdWNM: (11 BA) BWMREST MINOR OF IMMEMANE ROAD AND CMDRIVE ON NE MORN END O A CONCRETE TOM OF A ST W YAWIME.. ELEVATOR . 4951621, IBC TEMPMMY ESON N Ca1TR0. DURING ttMTRICTON SMALL BE PRONDD AS BNOYN ON THE 5 MON MNTRa PLAN. 19. THE DEVELOPER K"SEAIE FOR ,VL COSTS FOR THE INITIAL xSTALLATOH OF TRAFFIC SWUNG ro STRPIXO FOR ME OEVELWMENT REMAND TO THE DEVELOPMENTS L C& STREET OPERATIONS W ADDITION, TIE DENDERAEI IS RESPONSAY FOR Au COSTS FOR TRAFFIC MONxc AND SMINI RELATED TO m CTNG TRA ACCESS TO AND FROM TIE OERELOPMENT.. DO. THE On O FOR (DOLLARS SHALL NOT BE RESPONSIBLE FOR ANY OAMAMS M 21. 4£ FOR THIS 'RECORD DRAWING' WAS PREPARED FROM CONSTRUCTION INFORMATION PROVIDED TO THE LUND PARTNERSHIP, INC. THE CONSTRUCTION INFORMATION HAS NOT BEEN VERIFIED IN ANY MANNER BY THE LUND PARTNERSHIP, INC. BY EARTH ENGNEVING CONS E.1mi Ni NE ATE BY: sgg W WAS WAIm V OI,IE A BY: ,h dAILL /0-t-9 flMWAIm UTUry DALE BY: PNMs a BEOREA DATE Sir WMCC ENONEER DATE By DART f�f.I o Feml M®mm ®�LFI�F�{�F��T��EIW�E1�L��Fw7,��FIIimm II�E�ifOYWlE1 M�mm M�mm W�mm —mm z 0 x� .el o� Q F W CIO W a go U D= Mr E a,6pp O Ho $z abg8.r, wg5 gAn nz THE LUND PARTNERSHIP INC. I?265 W. BAYAUO AK. 130 vvO . CO. B022B 989-1M51 survey field pooh no. project engineer dini T engineer drawn b chrecked D date MPTEMBER 1999 jab / SO5-Oh01 ebeet 1 OF 13 =CURD DRAWING IL F L a 1hP1E% E •Rr'"}R YID i �i eq'© KIWI 1r r a n,Il IIB�i. BIALUNG fMN1OPE MigplL p-3-U110 (BE Y6f ) (11PIc4) ELST. r r114 x NE9 E YY - w ALL 10-PIE% I [•1 — . / P I --- - z III I ! >�F _D L _ r SVI w It Sq I III 3B SR RROP0NTMY BERET,Md£ YNW/ ROW dRECTd1 5! L 'W I \ AIWOEED SANITARY SExER F BP WA C DP roll! W 'MRIE _ PROPOSED SANITARY YYER SEANCE IV. R IL ; PROPOSED WATER LNE R I I ` PROPOSED WATER DRAIT OMPIE ♦ PROPOSED tdILI b• �t SI OPOSED VISE SERVICE PR y 1 M PROPOSED WATER VALtE SIM yR _ Ylft r T{ r PROPOSED INSIST KOM — Y PROPOSED REWMR w AS00LY MIN-1 PROPOSED SANITARY SERVE YMHO E HA SON PROPOSED 3' BLOMCEP U MiP�ll I I } O PROPOSED SANITARY SEASON CLEMWi R/W M I I (D PROPOSED TRANSFORMER t 1/3• SEALWL I • PROPOSED WAS STEP MI-s A ILI_I F qjO. wroosED WATER METER q '.N \ I I Ib \J EMSTx6 SANITARY SEYd MANHOX �Y— — EXISTING SANITARY SEYq R— — EXISTING WATER LANE I I ( Iby I EMSTOM MAE HYDRANT I wnR¢ m!a/OnICF I I wBFE RET I pQ fMSTNO WATER VIEW I I I I I EXISTING STORM DRAB, %LET Exlsnxc siwM deux eA(IPO� wl� I l4T' PR ® fNSR1C WATER METER TRIP _ _ —_� N RA NOTFS �_ ___ BlE' R/W OF MT DOWNS $MµL BE N ACCCADMCE wM ptt CE FCgi DOWNS STANDARDS MERAND M EXISTINGHUTUTE R A MY PNEL TO beIAAM THE T/ M B E R L l N E ROAD N�NM MODIFY EEA W Mr cwTuca wm ME IT SHILL ME ME RESPMSIBUTY CF ME CpLAACTOR TO PROTECT EXISTING UTUTY UMES SHORM M ME PLANS AND THOSE UTlltt MIXES MIIM MAY NOT BE SHOWN. ME CONTRACTOR MALL xOTFY ML URI1T COMPANIES EM5nNG 16' WARR FORTY_ pMT (Ae) HwNs vNM ro caxsTWcnox. —w— EXIIiLMANI WISH_ �~ —�' -__ _ FIRE HYDRANTS MUST BE INSTA wM SMAU IEEE L ENCLOSED I us MO MADAMESwLL BE CpV51flVc1E0 wm DIP _ � —__ --__ —___ —_ _ __ EENCLOSEDr3ED x POLWYMM. WRY, AS BI FROM FINAHED MM MANOR MARS EHAU BE msTAUXO Wm Ad uwD1M AND A _ SSA 4AAUVM CfPM OF WflY IIEASLq E WAS STOPS SHALL HE NOTED M PUM BEHIND I _ eAM OF SIDEWALK 1 1 WATER SERNCES ARE TYPE 'NCARPER, SANITARY SERVICES ARE A' ONLESS OTHERWISE ypW AND TO EXTEND 10 WARM 5 M ME BUILDING. O. STATIONING FOR SANITARY $EVER SEANCE IS SEASON MAIN STANDARD. I1. A &MXET VTUTY EASEMENT YWUS ME BUEDINC EHWLCPES HAS MESEWLA TER AND WAIDA RMIM 9DMG BEEN DEDICATED FEVANT TO ERE PT. RED1EIFP• SWLtR m B 3 MILLICENT IMPROYEYENIS SHORN FOR GRAPHICAL PURPOSES ONLY. 11 11 EAM HIAPRE IMP VIF FROM MANOR NO METER SANE SIZE AS METER ilM2 UNE 5 FEET BENMD YETW N�9�RYci NOTE: THIS "RECORD DRAWING" WAS PREPARED FROM CONSTRUCTION INFORMATION 1 PROVIDED TO THE LUND PARTNERSHIP, INC. THE CONSTRUCTION INFORMATION HAS NOT A - BEEN VERIFIED IN ANY MANNER BY THE LUND I ' ' PARTNERSHIP, INC. RECORD DRAWING reM+N1 S4N S4 z o z wQ a z�D EM ., M4 O ELLIA MILLI a d0.4 oLLe Is ELM w 44 cgs 13285 W. SAYAUD AYE. SUITE 1J0 LAKENtlW, CO. SKIM wrny RNe boon no. pro' ct an9ineN eee n m In eraWn D Mecketl b date SEPTEMBER 1999 job / 305-0001 sheet 2OF13 Ino. I revision I dole I I KNR9.A I.a.0 HEmExnN.i in 8 (eeq CO RL p w.W 1 a SCALE: PAT L Ir-10 y died MICRON SEG➢Otl_C P ON w�NNN1 I= Run 9_TS, ,R9eAI MA e = ] 6W en r<«RAW SCALE: SECTOR a 1•=Ta' McDONALDS PRPA s,. I X JET- II 9 II nx ( I o �CHASE, GINE-NIAL Gl 9 Sx nM Mai10 MISS SOFT FUR LANE MM ,O11 1 1 O '-H fJ PGI Ia RE_ o J �' ©3 ew M BY I J N72 O PAN A WITTER > 1 'Pro. 1705 •24—PLEX "1 s C l O♦Sl'1�1\' I O] W].O N A i G I� I N rt_ME0.5 W 1 I 1 i NW,F t «M 0 1 I �, o 1 M.MR., Hir— iFL �.../Sj 1 \ �_b i A• 24— LEX ) Ins \ Ann RAMNAL Ali OIL Alms 6 wx.]P t' ay.asen Y QqW� ALASe b _ N ' 7. NE w ® 'S" ls- ,s M • nPUZ- s sw ❑WI AIR F9 1 I 1 I 1 I torom Rnwn �L v�N —i _ l a 9eT— \ .!`A - • 4c P 1. Sp.`A 9 T Y I w. y�A M. s.. Dej AL Ps; IS RIS a> ET9Wd W4Al[ AN TIMBE -RLINE ROAD N, Rti W �TOP �W uwm FAmIT — —,n — — — -- — - — -- -- SGINGH YE WnWNO OR O [®IIE rtxEISK AT ) CN WJBI_. 1.2 h� _ _Y2'NdI Jr. �11- ..— - "" _ _.. ... .r . _ _ �L�.MMR�s1 NOTE. a IOR —__—_____—__ THIS rrV R�. _DRAV�INO" W✓/ 5 PREPARED ,,,,4 FROM CONSTRUCTION INFORMATION q1 VACANT VACANT PROVIDED TO THE LUND PARTNERSHIP, INC. RNIN THE CONSTRUCTION.' INFORMATION HAS NOT BEEN VERIFIED IN ANY MANNER BY THE LUND PARTNERSHIP, INC. GRAPHIC SCALE 5 Imh-SOHE LEGEND 4951� PROPOSED CCHiOJfl (WNCPQ 4950� PROPOSED CONNJR (MAJOR) "40 -- - EXISTED CONTOUR PROPOSED SWALE / FLOW DIRECTOR EXSnNG SANITARY SEWER EXISTED SANITARY SEWER EXISTING WATER LINE - EXISTING GAS LINE EXISTING PRE HYDRANT EXISTED WATER VALVE EXISTING NNE PECESTµ ,y EXISTING BEGAN DRAIN .. EXISTING PONT ME EXISTING POWER VAULT EXISTING WATER VµLE EXISRNG ELECIMC VAULT GENERALNOTES- 1. AGE CONSTRUCTION MALL RE M ACCORDANCE MTI THE CITY OF FT (COLLINS STANDARDS. L%REY EXISTED wL yY LOCATONf RMgt TO CON5hNCIIN AND NOTIFY THE ENGINEER IF ANY CNPJCTS WRH THE 1 DRAWERS ROGER 1 R MALL BE THE RESEEMMILITY OF TK CONTRACTOR TO PROTECT EXISTING Ui LINES SHOWN ON THE PLANS ANON TOSS UTILITY LINES ANN MAY NOT BE SHOWN. THE CONTRACTW MALL NOTIFY ALL URUTY COMPANIES FORTY-EIGHT (0) HWRS PRIOR TO CONSTPUCTON, 1 PROPGSEO SPOT ELEVATIONS AT CURB LINE ARE FLOWERS ELEVATION. 5. WALKS MALL HOT EXCEED Be MEN A MApMUM CROSS SLOPE OF 2S B. REFER TO THE FINAL FAT FOR LOT DMENSI Y. ADJACENT IMPROVEMENTS SHOWN FOR GRAPHICµ PURPOSES ONLY CONSTRUCTION NOTES' OCONSTRUCT 8r LEIRTICµ GTGH CURB PER DETAIL OR MEET 9 CONSTRUCT B' VERTICAL. SALE CURB PER DETAIL ON SHEET 9 CONSTRUCT Br VERTICAL CUgB AND INTER PER OEFh ON SHEET 9 CONSTRUCT 3- CONCRETE PAN PER DETAIL ON SHEET 9 5 CONSTNCT CONCRETE PAN PER OTAL ON MEET 9 © CONSTRUCT HANDICAP RµR © (OWSTNCT SIDEWALK CHASE PER DElAII ON MEET 9 ® CONSTRUCT AC PAVEMENT PURSUANT TO SOLS REPORT OOJRSy CT CONCRETE SIDEWALK PER DETAIL ON SHEET 9 UUUTI PER PLAN) CONSTRUCT CONCRETE SIDEWALK CULVERT PER RETAIL ON SHEET 9 CONSTRUCT 3' CONCRETE TRICKLE PAN PER UETALL ON MEET 8 N, OF EMT COLLINS COLOMDO UnUTY PLAN APPROVµ �� a;,r-- la�sfq P EHOHE DAIS BY: ue $'��� WA,FR h A9Y DALE ' A� B: N. OiMWA UT Y DATE Ino PAIRS k —WC MW DATE E: IRµEIc p1RNRR CAE BY DATE 3ECORD DRAWING z QWINN �1 cn 51WEOI+pS II O ICI co �ccn a aK E -itMeet HI W F1 z E �<N yO pO �O 6 0pp rOW y 0 FY 23 g9� aea THE LUND PARTNERSHIP INC. 12265 W. BAYAUO AVE. SUITE 13D LAKEN000, CO. 80228 (303) 989-1461 Survey Red book no project engineer design engineer drown b Cbechetl b Ino. I reVlelon I date I I Ir TO IDSUNSTONE RL —LOW DENSITY RESIDENTIAL L---.�- _10 _PLEX rtF l RETAIL/ OFFICE Q]F-P.R23� FES(IA"� L'_3 6 Ed111 �.E.�IF2w�9 M D•meer., INTO .0 o°Oi.IIAMro;.I«rtn a mEx«n .3g.D HBv� - YfB cnNc-swnlccER.B 1p GRAPHIC SCALE >8. I W NM Am ^!/"WOTY I / L moe � )n IN 'I`_ .s,J LEGEND -�' \\\\` \ ` • \ \ / 'I/� �- PROPOSED CONTOUR (M) PROPOSE '1T \ \ •\ \ \ G'.. f CYO. ^� mSmNG NTOM (MAJOR) TL `�3 REvi35v PeFn+._ SW cHMF I PROPOSEDswALL 11 W/ ROW ERECTOR \ \ \ \ SW MING SANITARY SEVER I - S - EXISENG SANITARY OVER VACANT E— EMPLOYENT ZONE I y l I eINE P NEY M R sIL r Mvn rAmnr � G STR.E, aURANAfL-/. - DNUD R F OFFICEMAIN MI 1 SCALE NMI 10- ' I VERT 1"-650 • N toO �g ONE M IL HIE TIMBERLINE ,I <, J - �,— % I UQ�B A PTY ERNYIF DATE EY1110 m1�K I7� R¢IIN sc MC 19RBIEEE t - ! EECKED BY n A 1a.4 " O OTHERS).. WATER STIM DATE n-�-�_ _ _ _ _.. _ .... _ i` JD OJRwARR� DATE ME BY: -___ ___ _____ PNIXSk1ECRFATM DALE NOTE: 1 ___________ ____ CHECKEDHr.THIS "RECORD DRAWING" WAS PREPARED TRAFFIC ENGINEER DATE FROM CONSTRUCTION INFORMATION oECXm ec -- DATE - PROVIDED TO THE LUND PARTNEHSHIR, INC. THE CONSTRUCTION INFORMATION HAS NOT BEEN VERIFIED ANY MANNER BY THE LUND PARTNERSHIP, INC.RECORD DRAWING — —W— — EXISTNG WATER LINE --a-- EXISTING GAS LINE -K— -P•� T" x EXISTING FIRE HYDRANT EXISTING WATER VALVE `t Qi EXISTING PHONE PEDESTAL EMSTING STORM MAN Jj_.., EXISTING LIGHT PEIE ID EASING POWER VAULT ` I OR EXISTING WATER VALVE Q EXISTM0 ELECTRIC VAULT L GENERAL NOTES: 13YI�REJ) I 1. ALL CONSTRUCTION STALL BE IN ACCORDANCE WTI TIME aTY Of T FT. COLONS STANDARDS. M E. MONEY FASTING UTILITY LOCATIONS PRIOR TO CCNSTRUCT AND NOTIFY THE ENGINEER IF ANY CONFLICTS NM THE iIl t DRANNGS OCCUR. — ] IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTMD UTILITY LINES SHOWN THE E PLANS AND THERE UTILITY MINES MEN MAY NOT BE MOM. Y R.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES pEi WW Y CQN TYKE PAN FORTY-EIGHT (0) HOURS PRICK TO CONSTRUCTION. SECTION A SCALE: 6 PRCPoYD SPOT ELEVATIONS AT CURB UNE ME FLONLNE t•_to' ELEVATOR. S WALKS SHALL NOT EXCEED He NM A MAXIMUM GROSS ACGE a 2E B. REFER TO THE FINAL PLAT FM LOT DIMENSIONS. i). ADJACENT IMPROVEMENTS SHOM1 FOR GRAPHICAL PURPOSES ONLY. CONSTRUCTION NOTES HAHpeµ 9 IO CONSTRUCT B• VERTICAL. Gla1 C PER DETAL ON SHEET B CONSMMT IT VERTICAL SPILL CURB PER DETAIL ON MEET B R n IRj ©CCNSRNCi IT VERTICAL OMB AND BETTER PER CE1uL ON SHEET S BY Oµ I CONSTRUCT S' CONCIIFTE PM PER DETAIL ON MEET B i CONSTRUCT CONCRETE PM PER MEAN. ON MEET P IF P) R I CONSTRUCT MAHOICI➢ P/.I.P STE wSTE� PAN WO'WV< FRoJMlL © CONSTRUCT 4CEWA% CHASE PER DETAL ON SHEET B SECTOR a ® SCAM. CONSTRUCT AC PA40RpR PURSUANT TO SOTS REPORT 1 -10 iO CONSTRUCT CCNLAOEWAII( PER DETAIL ON SHEET B ( OM PFA PLAN) ® CONSTRUCT CGXRETE 9OEWMM gILMRT PER CfiAR W AIRT P CONSTRUCT 2- CONCRETE TRICKLE PM PER DETAL ON MEET 8 VACANT TOTAL GAS STATION h z woo z I[ z E�wtz DE � PII p;" & z S 213 _i.LI wlL�Lll Y 12265 A. BAYAUD AYE. SUITE 130 LA(EVAOD, CO. 80228 (W3) 989-1451 Mte TV survey Red book no. projert engineer design n drawn b checked b l 41 F"I MP ThIMdOV M QuYIYDxYun NWw. '. r a1.w�1ivrW /NAmIMOW I.I/1'MPWN •I 'A, Ntl F1NWICCIP PmwAMAlai:lY Ulm O O VMage I5; swab 0 0 It. "vp Y N• 1, FASTER MITI S uu,.. IE7 Ilk UNIT MY SAN I AT AT it ANO I, 0,142 &I it] I / \ As a GRAPHIC SCALE —F-7 �_ xo En. TOP _.__ I 90.81 (p) 1— n 1 Woe -WN Be 9 — _ ® ® % ewsr a-t as x[Is OIIM1Ei1WPK6 PRI AI ,.-- '\ _� I _ �� ( E J.J\ ?del.— Ek3»M:sMN¢jE G Me=_ % IT �tt : = I O 1_ _ 0 \\ i r 4 11 1r +` CttD a• 30-101ia1R1" 1 Ln M k-IN 1 , f� o (.III y. \ YI 1 t .6 6 I III WAR,P& Net MI_�. ON-------JTRW -- lI J ' 1 III I L_ 0.44 0.46 MCP D @IYbJRS- P Y II �E EASEMENT TO BE DEDICATIBE BY SEPARATE DOCUMENT 2.18 0."4 A , I� J , li L 3 a7� I I 1.95 OPT._ I I t / _... CF) I ! It , V. q , , eggs ANN II J 1I I I ao-xw B 2 21' 1 __ 11 —► �) II I --- - U 0.44, PC R, - -- -- - _ WARP _ _-__ ------ s Dt. WMAL AMR, VAR, IONIC ARMY PREA WIRRI STANDARD EROSION CONSTRUCTION PLAN NOTES 1, THE nn OF FORT OULMS a MWAIEA VOUn p19M C MM NP CTCA MUST A NOTIFIED AT {EAST 24 HC PMA TO My CCxBTMICM Cx BUT mrz ME 2 ALL DISTURBING ACTIVITYREWIRED PEHIME(ER SILT UMtlNO SH NG COINSTALLED PROD TO ANY( LANE REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THEOTH APPROPRIATE TIME IN ME CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROTECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION COMMCL REPORT 3. PPE o0 SNRBAXOE VEGETATION SHALL BE PRORCTES) AND RETAINED WtlEREyFA POOSSIBBLE. OR DUST yRTA CE OF PIYC VEGETATION SHALL BE LIMITED ME SHORTEST PRAREA ACTICAL FOR BE TIME nav mERAnms. AND FOR DURING LAND RETURNING AC TU(SMIPPIHG w M s. u Sorts EmOSEO 0 ETC) SMALL BE KURT IN A as W[NED CO 01 OR STOCKPILING GOR QUOTED ALONG LAND ttNN.IRs UNIX CH O OTHERPERMANENT FR090N IXxTRCL IS INSTALLED, NO ET fignS Of WAY SHALL p N POSED BYE LAND DISTURBING IHENi [qo9 MORE MAN MNn (]M u9 I16EE TEMPORARY OR ql 0.M1R1( sEE/MUa LANDSCAPING ANDSC PTEXR U ID) IS INSTALLED. UNLESS OMFRMSE AMIIOMan BY ME STORM1A TT S. ME PROPERTY SHALL BE WATERED AND MANTANED AT ALL TIMES gMHG ' CONSMUCDON APMAMS sU AS TO PREVENT MUD -CAUSED EROSION.ALL VE DUST ECTS ACTIVITIES SHALLOPERIMMEDIATELYS.1 euo°IED o `ME CIITY`UOF FORT DOLLAR ENGINEERING DPARTMENT. 6ALL TEMPORARY (D AND(STRUCTURAL) EROSION (CONTROL MEASURES SHt A INSPEC. NECESSARY AFTER EACH RUNN6l EVENT IN ORDER D 10 ADVISEUP CONTINUEDTRUSTEDSKRFpBAANS Cf UPS (WAY FUNCTION CTIo MALL BE REMOVED AND EEHS PEARVICULARELY FACTS AN PDAYED ROADDISPOSEDBYMMH A YG AND LOCATOR NO ASOLX T To CAUSE MDR RELEASE INTO ANY MAMAGEWAY. ]. NO M. , STOpRN£ WMALL EXCEED AN (10) FEET N HBrxi. AL SOL STCPnLES QUALL v TEA NO ANOTECP M`M9S MMT IRNEPp T By 9 Al ROUGHEMNO, N DATE SUNL BE SEEMD AND UMONEO. � ANY Shia T0.wM£ flE11'OH1HB .VTFA G CITY W MMa Mp110IN ME TRACKING OR6ANG M OF M0 CE µS PA(ANYIdI OE SM WIEAIpL Y91NLEI A Cxn1ED WMNNAIIiYBy ME CMNTRACTIl (NE GSTM�.D AaAs) SEED MIXWAGED PrxTO5 F PEACx T PM IDEPES /AtlK Of WAY PI$/ADZE UBUMEENT NIFAl1xAi5 21.8 .a AB SDMATS DR.WA 1Pg AT 7.2 mit SO 176 pVONAER?�MlW. 5Nrc W WWTARI i W E ")LO BY A TRAINED SEa .. (ALL GSnll® AREAS) A TA MUTA1 WIEB Of 115E aWUUTICe MTE STRAW Sly HAY .TRH. M - TIFC 31 a 1VK/AUE HRMU( p PNN) YM. 1S - MAY 15 3/4 TV i/ ( MATS`ce SH�.LN¢IS) LAND M - DEC 31 NOT APPDCAOIE BAY OR STRAW YYLGH1 OF ROOFS XEpSxM AT 130R sHAu B E AT MGE x IPAMx. � NI sEl1eND HAY TIE GRASS rs A smsTFn MU W MATTEMBsE IF AV .A SUMMARY RUNOFF TABLE DIMON POINT CONTRIEUTNG AREA ACRES) 02 (CFER) ded (CF5 3.4 .t 3. 1.9 4 8. 5 1.95 AD 15S 6.4 NOTE: ALL DISTURBED AREAS TO BE SEEDED AND MULCHED FLNIILILER HLUUIREMENIS (ALL LdIUI®AIEws) I' gas RNI AS FERAUSTD AaIRwNG Be 1AYW.AIORY I mH m AND NDATION z m% N ABS2M'£ P A AX NOTE: F u9z A MINUUM OF w Po M P AWEABIf NIMOSH AND M ro3Nus P AyALAGE MD MS _LL ME APPNm PER AaE THIS "RECORD DRAWING" WAS PREPARED FROM CONSTRUCTION INFORMATION PROVIDED TO THE LUND PARTNERSHIP, INC. ' THE CONSTRUCTION INFORMATION HAS NOT :I BEEN VERIFIED IN ANY MANNER BY THE LUND PARTNERSHIP, INC. LEGEND DIRECTION DE FLOW ANSI _ BASIN BOUNDARY A A -BASIN DEvmnnaN "ARM AREA IN ACRES B C 0.CGIPC9M RAND/, C MIICIMT QDESIGN MEANT ;1 IY Iffi o M/I f � I e BCCF. ,I! I;I 4k06 r RE o i EA..... YAK JJ/ON lfY' GTr EH DATE B ue WATER k SIE�'X WAIEA UIFJA or. A N WAIEA UUTIDALE eT PAMIN AEpEATON - -. DAM 81 TRAFFIC ENIMNFFA -_ - _ DA2 BY: ORD DRAWING I�1 PO a 0 O F 44 ��� ti z z �Ao a � 0 > C 0.' a Cn w PN F o �a MCC w �< z IM a Uk o THE LUND 12265 W. BAYAUD AKE. SUITE 130 LAKEWOOD, CO. 80228 (303) 909-1461 date by survey find bock no. project engineer design en sneer drawn b checked b date SEPTEMBER 1999 PC # 305-0401 sheet 7OF13 LEGEND ghECTM OF Mae WWI 111111 WWI BASIN BOUNDARY q A-1i DEswATUN Ill AREA IN ACIRS B C C-COUPol NNW CCEFFIDIAT ' ASDESIGNPollGRAPHIC SCALE IN RT ) E bnB - ep M1 Beer. 1AMP INIER OL B -- • we,, pue' 7 WNT 4fDR o ;, RevrsaD GpWCNa i/ if I j If l� 4040 ----------- ---3R_—e------ �,4° t ,Ir I y �t I ,. r all Ci KRT CCUINS C0.0RbD uwry vvR AP%MVIL NDI TV MQNERR DALE am Be ORE WATER a WA WAMR UTB11Y DATE p l Y. 9 iy S+ CXm BY: SIgU1WAlFA N1Wry DA2 oy iA�W✓ CIMD BY, _ a vAExS a AEa NM DAM - NOTE: otiAiL" aeD Be 1RM11C wlvsm DAM THIS "RECORD DRAWING" WAS PREPARED «m BY: FROM CONSTRUCTION INFORMATION DATE PROVIDED TO THE LUND PARTNERSHIP, INC. THE CONSTRUCTION INFORMATION HAS NOT BEEN VERIFIED IN PARTNERSHIP, INC. RECORD MANNER BY THE LUND RECORD DRAWING No. Nevado Date 2 AdJ+at Pond Conta"rs to entire Fidd Elowtims Added STXt iA 2-2-01 3 Fec.owe 'did 't 9 at it wi.4 W 1-� N� W who F z � M U z>z A o a1„w Eell �A W1 � 6 S all 8 wi 8 A Id THE LUND PARTNERSHIP INC. 12265 W. BAYAUD Al WIM 150 LAKEWtlOU, CO. 80228 (603) 989-1461 date by sDryay Feld coax no Project engineer design engawer drawn b Meoxed b date AUGUST 1999 Jab IF 3051 Meet 7A OF 13 rwwxL° CRADC CASEMENT 0@ RLUAAND COVERMISSIINSTALL MA 1/2' ABOVE CASEMENT L)NE WITH AND COVER I FINAL GRADE 16- MAX.CONCRETE AD3Usrn[xr sxms NIiN LOCK BUT J_ mix R¢w vim I 16• Pal sailr TED :NS DC DISTANCE VARIES DISTANCE B ' MAP Z. VARIES tiM"c]te_? amain aura L Asrx sue .1' i ; � ` BH ECCENTRIC COME 4• R (CPOSS) CHISELED IN INSTALL B IAiAINfAIM MIER 2P mae[ROaw IiW FACE OF CUM PIT COVER 1 STOP BOX 1/V CONCRETE I�.I PRECAST C ETE " Yw p - CURD, GUTTER, IY AOJUSTNENT MNNOLf RuwaL mrx _� 2' /I SOME AOJA(ENi GROUND i? L J 1 PAVEMENT SICENALX. RINGS - 48' LLf accaa---ill Lww1m ao[ Aa (AS AEI . E0) yoE qq IF; t]' fOR 1 1/2' :rrom1 `rAxpmc sows E 1 11ETER5 Se' NTH. NaNINLE pf11 y � •E Mai -rEdwwD PLASTIC SAUCY L, lI"2' RUNGS x 12- DC. PPE 66" MAX. FITTER PIT 'IF REWIRED .�' METENS� It• O.C. {! £ TYPICAL GRASS LINED CHANNEL NRD (SEE APPMIRIATE NEWS- PoIIL-- CORPORATION STOP 00NCOMPRESSION CONNECTION (TYPE) j SC[ 1OlC i. Six [-OB PIT OFTa X) 'L. CGXX WMgLE SECTIONS i3• AIUIBIR- 1" IRON PIPE REX TUBING. Alp (TYP.) ' FEW G0.°T K0°T - IF T— BFFBLE WWILLING 16w �{ pRWT BASE TO BARREL HATER MAIN NAO STOP _ I a[ SO ON ON SIDE �.�Ci 8• LAYER BE 3/e" TO �� + 2 PR[-roan[n PLASTIC CASKET GENERAL NOTES: 1 1/2N TRAVEL won mp AM" anv A i•. to • New" SmllC �� B MIN X ] CAST -IN -PLACE C@ KIE BASE 1. For 3/4-inch and 1-inch services, use direct tap as shown. 699 2. For IN -Inch and 2-Inch services, install with tapped Else and Corporation amp At time of - =="a pium[L construction or use a tapping saddle. GENERAL NOTES: METER SETTER dram wr0 "wIALAM INSIDE DIAMETER 3. Location of curb box and meter pit shall be according to approved utility drawings. 1. Meter setters to be supported by 2 - IS' lengths of I' iron Pipe inserted 0 mmwum IT AIPESS M�LLLDHS, $11A.L through eyes and set amp 4 - 8• x 8' concrete blacks. m As F0.LwM 4. City's responsibility for mintename shall the the water main, corporation stop, service 2. This meter pit met m be installed in an street, alley. piping up to end Including the curb stop. Owner's responsibility small be from curb Y Y. parking area, driveway. HIM E or sidewalk.. s.wmw ham owns s INK z MN EIPF..SIZE stop (mcl uding the outlet coupling) to the building S. No couplings shall be allowed between curb stop and rI :.n.. 3. No landscaping (trees, Sanba, boulders, etc.) or retaining wells m be within ' T IS' a LESS aa' 4 Feet of meter pit. RIPRAP LINING FOR CHANNEL SIDES { '. } x 1B• To A- 6w 6. Service shall be type K Copper fresh corporation Stop to 5-Feet past enter pit (minimum). 4. Ground surrounding Rater pit shall slope away from lid, at 2i. S ww 30' z2• 5. Ad plumbing connections Los M an& In Baxter pit 6' B mv. TYPICAL WATER SERVICE DETAIL S. All Cass and connections to be a minimum of 5 feet from enter pit wan on the r POURED INVERT outlet side. 2' PRECA r WmBO-E USE T. Grade changes after water Pit installation Shall require Out the owner adjust 11 MINI" Water pit cover m 1/2' i appose final grade. t• r 8. If pressuneeducing Dal" is required by Plumbing fade, it shall be tnspl led 1 xlx 6' CH EXIS IO Inside the builds t M1CN EAISi1x4 � S[NL EWES lrv1.1 building, imlREtem1Y following the min shut Off valor. \ � Bx a SA ITARY SEWER MANHOLE STANDARD SETTING"/ ^`rt irn t: va1M rp BE solar FOR 1-1/2" & 2" WATER METERS D6" 6' him[" mlCfd[SS SIDE SOF THE CIJALIFI M' CM CLASS s 11� smE OF rXExrn CONCRETE TRICKLE PAN *REIICx wmrN As YCnrnD MODERATE WE '��:1.. t XTED UAFRL � w werim pee2l muuE BACKFIL (Al [BOB KUSUB LBO MATERIAL MUELER KnUM /'�He VAR USED —1— -' 00. A- 23 (W APPROVED EQUAL) / LOWER LIMIS a SCDDIm ELECT SOIL df INSTALL LIB Or TKMCX WALL SLIPI MATERIAL y a E rim QNE LWXDLAR UlE0.1AL ® 1 IL B IMmAL un 1 �• -. WBC° % MASTIC �.x WIDTH _ wfA'IN- ..�. vole] LALrz TA[ atr FIAT land f Pit rNfi D.S' 10 0.2' LENEUE BOXES: ) Y' MIN C I. BCDOIM MATERIAL SMALL EXTEND A MLMFMM OF I2-INCHES ABOVE TOP OF PIPE. ` PER SPE[IFEWHOX L. rap Date Bit Net 0 be I .ntmil" 11 Ny <O<tt. x. MAIT UR MINIMAL 61W-L BE A MINE" DP A-IXCNES BEEN PIPE INVEST. " `�/� Wp ]ley. PKI"q area. / 1 -• % �] T-Q MA :]ley. or sty tk. 1 ]. PRIOR TO IXSTALUTIa OF PAPER, ALL EWES OF EXIS71M ASPHALT $ME U<L x. "^ Ia"Naplry (env. + `� PIPE 0.D. A TACK CUT APPLIED. a" MIN. T ^T. vv1Mn. rBR A 4, ALL SEW BETWEEN NEW AND EXISIINE PAVEMENT SHALL BE SWm NIIM M WITHIN 4 fat of AR Fit <• MIN. ASPHALT TIRE COAT. ^� S. Yana TI Sim nq Dam S. PAVEMENT SECTION SMALL MATCH EXISTING OR AT ASPHALTIC CpH P% i I I SSI Art wen nri way nor iLQl TYR 116. v IS paM. CpPACtED 6RRIilAAR UIFRIK WHICHEVER Is 4FEAYER. R1ON 6. an PTya14 wRANAI F - CONFORMING D COa a67 6. REFERENCE STA)OIRO STREET YECIFIUTIONS. - \ TYPE ,C N DaY p Datlr pit. SA• NIX, S. All WRAP; and LDaDactNWs \ a1LFI rEm"< WpPR bpea�"voit "eus Fiat As WATER TRENCH DETAIL 66" lwx. PETER PIT uM "ter at*. OOK . REgSILIENT 6. e¢aimu11ttiwmailavr w Ixli LEFT ;WyL Npi EXCEED 3 FEET IN DEPTH SEAT SNIVEL tEE Roast rur pit cover m _ "TM E. '�.F \ GLUT min ("^IN "''" """"'" SANE ARY SEWER TRENCH DETAIL 6' UTw CT ). If Pressure BN4<IM rain Ye' N I 1/x' red he fLmDalq _ a Code. t w11 M a"suitM o ildire, TIMORrein $ BLOCK - 't 6' PIPE _ I t0 out art "I". '"' ;'.'e.Y • T:. P0.YETMYLmE ? N- ew0 m AMER ^ P� 'P' ' •" STANDARD EXTERIOR wHisruINm sgwsrunem SYECIFIGTION\ ace 9 '� S ERIOR SETTING v N m ORAR OPENINGS phi FOR 3/4"81 1' WATER METERS B NIL RpWN CLEN0. 6 OBSTRULTi0M5 TYPICAL BEND SAS' 0. YEfAYL PoLLgUSiFED m � FEE vlR � BLWX as• new , TYPICAL CROSS SECTION °°� S9XE � �k - SPE:IfiGT[On UxDI511R8 " F PER - MINIMUM BURwa BUAFACC ABU GROWN SFEEIFIU iD a:(�OUIXWE PER TRCHLM < X <' xARM(R (SO. "..1 SPECIFICATION 8 NIL vice e[x°' pmE�an \ d <"�.. a ` stzE yr zxvx 3• Bp• [1p° a 1< Ads POLYEFAYLE!R ^wax 6. ° z.a <3 B.O as !�'/ Y�� ! - as-NRy 'OY SCVW PIPE t Y: ^N. Aw TlxcvT x�W nN wx[e \TERFACS 26' NIX.Him - 11 SERVICE VYCOEM < xpHDEpPE4'(EP SNPBED taTM VTKIryPLµ B'wgpyy 'L0O R'C�AG PIPE RWK OR S°L FIRE HYDRANT DETAIL w CONCRETE -- TEE �<a = AIR TISxI PLW a - - n aV-IrFq� I imem PIPE BCUENO r :L CWACICD GRRNLAR MATERIAL GENERAL XOtfs:' IFPPOLFII PAN Or i µA IEDD ROCK a - POLL r t eminS .vrna a..aa mwP m sort ar..mw. CHEL]¢o DY: Uie •s•CQ - CROSS SECTION Rc¢ e• SHIP SEWER PIPE Rp E E 2 All flttlrya to be strapped WIN palYeNYln< "A k wA A1ER V tt DAR mpTU vr[ CreKCIIM WEST 3. Pipe INIUIIed under Cwdltlma dlrtvap rrm ALLOWED w vcP PLAN VIEW Cafe naB"ally esigred For LNLO r<wpe seam Br: I1Y DO gfGX, °Ew xD A rvit blwks desl9nN rw pesos petivle Si lFR U sLAFxE <amrtima. NOTE: 1 E TWIN`° a. be "1 pwNT on pipe lase llw lr Well ceaLo DY: SANITARY SEWER SERVICE WYE DETAIL ] " Christ NtBlac IOU <pipe lwa r was I at eel PypIS k12CREAlKN pAr[ Installation site. THIS "RECORD DRAWING" WAS PREPARED DEAD END s. FROM CONSTRUCTION INFORMATION oNam DC are N x<non moo +w <aPmN .eNV1rDax,ta. PROVIDED TO THE LUND PARTNERSHIP, INC. rNAJRC ExaMEa wa YppA LBpAa THE CONSTRUCTION INFORMATION HAS NOT OEam By: 9 STANDARD CONCRETE THRUST BLOCKS BEEN VERIFIED IN ANY MANNER BY THE LUND RECORD DRAWING j PARTNERSHIP, INC. Z O / 5 N m Co and!N N IL k IN LLI Q Q J W SO ran X0-4 0 LLio LL_N0 WBY 6 0 6y Ed AT 6}RE O THE LUND PARTNERSHIP INC 12265 Be SAYAUD— SUITF. 130 LAKEWOOD. CO. 80228 (303) 989-2461 date by Survey field book no. project engineer design engineer drawn chocked date SEPTEMBERIPB9 jOb-305-04111 sheet 8OF13 F 4 PLAN VIEW SECTION A A REGULAR INLET We an an di� i; mm:g Nw sp e.) , «, . Ass AL w SECTION A -A INL i WITH DROP BOX-N>5' TYPE MF 1 air A1nE NEVI CONCRETE PAN N' 1 1/2• e• 12•. Q 'CATCH' TYPE CUR© AND GUTTER TRANSITION rsMAR. I RI rOws. wi PC � wI yrvA•� M 77SL� a CURB FACE ASSENBLi, Place End" Assembly Bel" Pouring - concrete. r e• TT IY e1 (7 'SPILL' TYPE CURB AND CUTTER CURB AND GUTTER DETAILS 2 Fiftice am StAke Straw 9LwIe.Vbod flak FlIFr Foie LE+uwIe TlNeh Bely Ioas Z 4•Maimum WAIa bA RAW ICAO, BenkfilNd bench FlII II RIks. Fabric ANarN BM.Uraly bo %et Sbel n. Wood %at, rCampecied BecAfill SECTION VIEW Coastal Notes: 1. The maximum 40uGry, area is limited w 0.25 aces per 100 feet Of Nance. 2. Insta l and repair leme after each storm event. Remove Sediment when eone hell the Might of the lease has ven filled. Iamo.ed Richmond Shall be dePOSlted In an area tributary to a 1 Sediment Mom or other filtethp measure. SILT FENCE 3 SaNIRII aed Compact, Fumaabd 6 _.. -arow Bake saw,# CROSS$IUMON VIEw t GaMrel Notes; " 1. When used as a condmous WiMar Inter barrier the maximum Ust" y area Is limited to 0.25 eGea WICO feet of barrier, 2. Impact, repair, and repNca (if MIAM aryl the filters Shot each event.storm S. Aft balevmust be replaced after l2! months unless approval is granted by the Engineering Division for mnPr use. STRAW BALE DIKE PLAN VIM pap M 4�a •�� T.,.. SECTION 9-a ,MOM _ N.weasaS"W SILT eaaeal wass rY TAI.NAw F T Ire saw 09TAIL TO- SECTION C-C ww"u CONCRETE SIDEWALK CULVERT Fit AL I I RAN vim STORM ^q'� - —�' PRofILE VIEW Gamtal Notes: t. Impact, repair, and relNace, Ill necesseryl the fillers altar each Sto 2. ANrMI must be replied after 12 months unless approval AS "nRd by ,the Engineering Owisicn to, longer use. STRAW BALE n I1lF 1`ANAK1MFZ1 PWI VIEN - /= od" m anw �--cr Ad- SECTION MA -Art.--e ir r.L.-Id s.Y fen. roe as SECTION we„ow o" mS ees.Lx MR Aw m;mmlaim"°�to"ania"p:.�eO1M:wa-'a.arpErAu ] Or SIDEWALK CHASE STREETS WITH.HIGHBACK CURB CURB as � �And u s. I Im WL A 1, N. =� au r : ~SECTION m PLAN VIEW A -A N X-g-tiS _a '_�I �Xr�sl�rw�lp�sa Aaa Neeea�sm t - - Nweeissii ar. 1 assay, wwwx�axwomwo� F,wi me PEDESTRIAN RAMP DETAIL FOR NBII CONSTRUCTION •w'M A AND WRATWMS i D-12.T CITY OF FORT COLONS, COLORADO aW eam ENGINEERING DEPARTMEMT_j A�1 I w ARTERIAL / COLLECTOR WITN 6• VERTICAL CURB (D-I1) -N.n .Lwr A mN �y �..w TOOT - o a" PUN vow tmssL RAW .' .m NOO to, .aPaALL ..m,m.ae, to TOOT wa» a.w. SO rw.Lea �� T,.� ..L�. .....'•c'•r',`'��a SECTION A -A > I As CONCRETE CROSSPANa�� 3 _ -•fit General NI 1. Inspect and repair filters after each 3mrm eeit. RRreve as nt when a MN of gN filer depth has bean filled. MRm sediment shall lee de- positedin an area mbuvry to a PAR - Intent beat or What flrenng manure. 2. Segment and gravel Shan the Immediately trimmed from traveled way of mods CURB INLET FILTER aiiDEPTXINUN 11/z' OR IMOFR •.' CRUSWD ROCK OEEIN" A STONE STAMII3ED PRO LOCATED AT P M OF WEREARAR INGRESS AND EGREM ON A CCWSTRIICTIEN SITE PURPOSE I AD REWCE THE MOUNT OF Nw TRANrPQ ONTO PUBLIC ROA05 BY mom YENIGES Ce RUNRf. CONSTRUCTION ENTRANCE OTr a FmT L'aWXS wLaRam YNItt RMI MgmyN Ea aA.Q� ARNDND _ _ LAM 'rl CITY Beef EER w'h CHECGD BY: MA CHE Br. Np s,A w�Y 1Y tlfE03D BY P B.s a III A�— CHECKED BT. TRAFFIC ENGINEER wlE. Eo® or. DATE �� NeTEs I ea�aT�pee F.�e+�rm _ asawiRMe�eae �a'Psawaqu 4-M e PLAN- MIN SECTION A A PEDESTI' AN RAMPDETAILIOR NNI CONSTRUCTION AxD u.T2RATmxs """'�" D-12.6 CITY OF Forr aKICIKm COLONS.. coLORADO fIMP o u KIT c w®^ FTa .........ten v.. RECORD DRAWING W K Ino.I revision I date I DY I Z O OLL > wisay N m fir Q cn J_ J Q a cn FORAL LU 0 O J S I Q U X ¢ R LL.m O EEO Let yy ¢ du OAN WU oaisu Om0 LUNG PARTNERSHIP INCI 12265 W. SAYcuD— SUITE 130 LAKEWOOD, CO. 8022B 13031 9139-1461 dale by survam. field projedesigdrowchec Y date '6EPTEMBER MIA Job no. sos-odol sheet 9OF13