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Home My WebLink AboutSite Certifications - 11/14/2007OMB CIVIL ENGINEERS J 3400 WEST 1 G'" STREET BUILDING 5, SUITE Z GREELEY, CO 80634 (970) 378-6935, FAX (970) 378-6997 WWW.DMWCIVILENGINEERS.COM Engineering/Construction Certification Letter Date: November 7, 2007 To: Jay Barber City of Fort Collins 700 Wood Street PO Box 580 Fort Collins, CO 80522-0580 Delivered Via: Courier Project: Testa Subdivision Project No. 0708.00-TBS 1635 S. Lemay Avenue - Permit No.: B0705037 RE: Overall Site and Draina9e Certification This correspondence shall serve as certification that all engineering designs and construction work on the above -referenced project to date have been completed in accordance with the construction plans approved by the City of Fort Collins. The relative elevations of the as -built conditions were surveyed by a Land Surveyor at all relevant locations. In my professional judgment, the relative elevations and drainage patterns as measured are insubstantial conformance with the approved drainage and final grading plan for the referenced project. In addition, pond volume was calculated for the water quality pond on the site and the volume was found to be at least 210 cubic feet as required by the plans approved by the City of Fort Collins. Any variations from the originally approved construction plans are noted in the enclosed "Record Drawings". These variations are considered to be within the tolerances of standard construction, techniques and do not significantly affect the original design. Please contact me if you should have any questions. Sincerely, DMW Ci ' rs, Inc. Jade P. fit; ^rE%(CO #33885) Project Engineer n ,--p 9AV-4 It II 510 CIVIL ENGINEERS 3400 WEST 1 6T" STREET BUILDING 5, SUITE Z GREELEY, 00 B0634 (970) 378-6935, Fax (970) 378-6997 WWW.DMWCIVILENGINEERS.COM Engineering/Construction Certification Letter Date: November 7, 2007 To: Jay Barber City of Fort Collins 700 Wood Street PO Box 580 Fort Collins, CO 80522-0580 Delivered Via: Courier Project: Testa Subdivision Project No. 0708.00-TBS 1635 S. Lemay Avenue Permit No.: B0705037 RE: Overall Site and Drainage Certification This correspondence shall serve as certification that all engineering designs and construction work on the above -referenced project to date have been completed in accordance with the construction plans approved by the City of Fort Collins. The relative elevations of the as -built conditions were surveyed by a Land Surveyor at all relevant locations. In my professional judgment, the relative elevations and drainage patterns as measured are insubstantial conformance with the approved drainage and final grading plan for the referenced project. In addition, pond volume was calculated for the water quality pond on the site and the volume was found to be at least 210 cubic feet as required by the plans approved by the City of Fort Collins. Any variations from the originally approved construction plans are noted in the enclosed "Record Drawings". These variations are considered to be within the tolerances of standard construction techniques and do not significantly affect the original design. Please contact me if you should have any questions. Sincerely, DMW rs, Inc. Jade P"TWTiAQ`j .E(CO #33885) Project Engineer II / I / / I � --t—% XIF % X--X�N Ul � I I I I I RECORD DRAWING LEGEND 0 PROPOSED UIIUTIES AS -BUILT URLITIES JMINk�/'rLC EGA!► AS -WILL SICBM-Bh-P19�-O.bP>< PROPOSED rE%T - - aP! - - - - - - - r.- T PaIT, r-1�';.u.uACCESS m _ p I I� ND� EES9F F { eIP).Jt I _ — — —L roll x orI I y see _Vox • pm1=1`° -- 10/31/07 AllI I yy Y • ayl 1 x M ,z 10/31/0 —� S Ip• P PEED/ —_ �wEUDE umwr AA MM aMNY WLWE-210 OF "M DIIeLRY M$- MNLOp�NJM ter. m aE wWIN / wnXw� ro Eor W PDD. atrm ` I EI6511XC STd2M 9FKR ��- E%ISTNG STgw SEVER VVEN WIP REUPo' SED SroRM $EWpi It CLIMER! MCPoSED STORM SEVER 'M1111 WIFE I _ soPo Ex611NG GGXIWR m— PROPOSED a R I PROJECT BEUMM! I •� . FBI Rq%VVAN 9WNO I-�_--.-..........�.. EPM RLCOMY 9WNOW! S M6 iFW GAIbS SE(Officers JLEEMN fFIM BLASE iLWD EIEVAIIGN (BPE) (p-7 LA lxcr aaa a GRI.NFL flLIIX -8 MFEE INLET RNIECIW I pNA ❑ EaIL11E1E w/.s11Wr uEA 7A CoRNTO CONTI I I ® DROP RX£I IbE1RL RIER ]165 WHEN ptMVMY fNC CONSTRUCTED W DAN CHECK RT O ® SEOYEm BISN S ,AND N S 4LAE DON -EXISTING I (� —SR— SALE PELAGE RAULeTO OX O TMe RELOCATED I `�szoessiceir OHMYE )R m Gg110.tt BID LINE �! SIRED ® O� •O Wo-I IMF CLU Ro M.TE R1 R5 ME TO RE DETTERUNED IN ME REM NHTE EN, ENG EERNG INS KROR BEDBEN p19 G0 WITH RY CSTREET ROPER I ST.mwcs51 GO _II Lu I I I ER- I / I 1 i I I I I I I I MCM mmmm M S I IF 01 IL I DE PL'1O F` 10 1I I I I fIMJpWx NOTES: I C V / pJ Ql Ad APP1E AT 1 EVIIIE O.IF. En1ER ROME), GE�� •11 `ry J X. ( I NctoMn9 a EEw, iaM RWe OR ry Fort Coxne cemmunNr Pan* aPO69C CGBJ E Flowl firI I\\ V I / / / p� Np µraa)mExm wW THE Fil - ' - �i A In Wa -Us mmM DrPnMb n B I \ V I / > > REmEsmmlClm ro MSIOa .� -\ " Mu mox Po (OfPm mmec 494 IUEM)�hM y.mpNWplgnma"ice r(IMMON) ))r1 r ,xx x / 'j±. n< R Ome EOM Ebvat' I Beue "MDlp dM 1p PREP ( (Mani awn is 41Mww o ww.9 WIT)il. 'i The rz Do nooa E the ..I.u,9 P.,=P.' PR6.J ( weir) M ..wMMm a RPasJ (xGwzP) \II )' I I ). fau.e r n) m Ow en (eMnibn wMeh be, x Bp E� III IS - __ _ __ II II ' / ii4 I I \ \ R,' eEl ww m a mm n , Us u ax t e. ill Mt.e Ne q.ICoxl,MmhIw rclowe wa.e _ -Rier I / to the _wi yr. nn S� w� Eww r u moro . M..� Union sox opr, um of u..wewn a.n no .aaltanowm I n r r MenW�.Pobfmidi eaprmrM a smaeo.. u. the mill .I..emr�o,.0 n e.ra p"• •n the Rini ` `In — ' n m Ful / / 11 P a' Cm ar REM WB MENCHE.RXou N ancmm�ix. ni. ELEVATION.4Po )P VNMIOSfEO WMINALEGG Soi RUDE IN BOX. LEGEND AT E NIFIEFI:IKK1 a PROSPECT IWD NIO YWM STREET. wine. I ----- L---- _________ _ l I _ . I _' _ _ _ ' . I."- o Eu)raTH n.. ON n coxcvElE m•E)Ic slDxu BASE. I X-- Pa.; CNRl�fORf NLLINS SENCXWAK 18 8) . `...�_ I .. 5^"""' CgC1Efl 0[ SOVMNWVDVEIN ---� X ._ 3 I -v 1.. EEEVAid.RnJ.11 Xcn 1929 I I X X� C 0. Ba head.wwana on uie MUM, am or Mfire I9m MUM. lire PEw r nhW w MP MUM I X X a11eA W WW 1929 (umElueW) la the SpM9 Creek rl>-EMin p N✓.e (J 0) IeeL MVN9-NCVO)9R30 `_ J 0 C ) The wee nooE eleaouan line eMen UP qle map was d it. E from EDN HardIneummm RaftMop for FOR I L Cal Community Panty OMMC-091i R DOOMP, 9. 31*6. CYw shi Ma me MR1 IN Mlermim / NOW 'EIM one for Mi pmlxYwn. —/943— ---' - _--- I — — — — — — � I / UfILI1Y NOOORMOO — — — — — —h9hz— — — _------ E cmBl OF coEORnoo City of Fort Collins, Colorado _ I — _---+— I I 1-WO-922-r7e�fe 7 LM P APPROVA�L I ,y — — — *941- - - - - - - - - - - - - -' i 1•WPCVc- ECO a oEMxre rFwLt O�f � ---__� — — i uu z was IN ADVAINCE , I �� —• _-____ _- �h9 39�' INAMG. 'WREXCAWOE FOR FRE"I OF �NttRCWXbELY.m WEIMER wLmEs. _4939— — ._ _ -_ _.._ _� — — _ — � I : Hers I oEclun m: i r al —h93�- Jr- _— ----- —'sameman, ----- �uwr SPRM CREW MUM therm,— 10 0 10 A ]0 Feet RAW Inn, �INBOU 0 fl. C RS I�� EI� 3400 WEST 1 6TH STREET BUILDING 5, SUITE Z GREELEY, 00 80634 (970) 378-6935, Fax (970) 37B-6997 WWW.DMWCIVILENGINEERS.COM Engineering/Construction Certification Letter Date: October 31, 2007 To: Jay Barber City of Fort Collins 700 Wood Street PO Box 580 Fort Collins, CO 80522-0580 Delivered Via: Courier Project: Testa Subdivision Project No. 0708.00-TBS 1635 S. Lemay Avenue Permit No.: B0705037 RE: Overall Site and Drainage Certification This correspondence shall serve as certification that all engineering designs and construction work on the above -referenced project to date have been completed in accordance with the construction plans approved by the City of Fort Collins. The relative elevations of the as -built conditions were surveyed by a Land Surveyor at all relevant locations. In my professional judgment, the relative elevations and drainage patterns as measured are in substantial conformance with the approved drainage and final grading plan forthe referenced project. In addition, pond volume was calculated for the water quality pond on the site and the volume was found to be slightly lower than required by the plans approved by the City of Fort Collins (194 of actual versus 210 cf required). For the shape of the pond an additional 5/8" of pond depth would accommodate the additional required volume. As the pond is designed to accumulate sediment and be cleaned periodically, the time until the first cleaning might be slightly shortened due to the reduced pond volume. At that time, the pond depth can be slightly deepened and the current difference in volume should not adversely affect the performance of the water quality pond. Any variations from the originally approved construction plans are noted in the enclosed "Record Drawings". These variations are considered to be within the tolerances of standard construction techniques and do not significantly affect the original design. Please contact me if you should have any questions. Sincerely, DMW Civil Engineers, Inc. Jade P. Miller, P.E. (CO #33885) Project Engineer 6�1 I I I —X--%... ..... — ..... % I / I / I I I I I I I I I I 1 II RECORD DRAWING LEGEND, o PROPOSED UTLITIES EI161IK (� FLCOD- a.Is �)zu I I 1 I ) EMER p9� ENER' / ROwsEC ! PIRKiNo )7 B! � li �Y I 1 10y/331110 trip \� ... _ ... \ MID -� -hin AS -BUILT U111PIE5 —� UTAI9 aJ Slh 'b . Q-� 9evu,o,r . . . YBt9)B: I•PK •OMB AS -BUILT TEXT , per PROPOSED TEXT /IXwYaF/ �- — .MOFO.ED +9ra9' Pam i uAn aa° h'� as 9sE a +ak RECORD DRAWING S �°' -�^ ° ^ roJ 4E SEE. gWIIY NSl_ .«P.IO.INMSEp.D,T K M MT .RFA TIE4 pUWN6 w1E ffDl AEDNED Bf M QA WED4 RR'�FLON�9FFF ID �� W1NY RAtVR a P�tIO MFR _ NC. YO IAE Bt9E➢ ON Pn➢ BUR IIfWMIOI P41OED n J axOUlo amuow .c+mlF.s wuc — ` O1T46 pM ME D•TIEFl6. NC. A91Af3 M WilE1 FM ISM /� w ICCAIeYtf IIIIX eOm. .mwcr OR Cownvrts OF l+a Fro Maagol / IwtMKI \ \�S m 0' I Y euE rW1�SE711�% 1 roirRRv1 \\ hNi �pq I eYGLt9 !W' F TE A EMIE TO rl +\\ . \ W O. RFRTMTE AT A MYIE ORE f111P hip. z mnR wxo rNu : \ \ / REMEIRUGIm OF REYIOS 1 N. uNxTRATIOx p1NSFRS6 / I / \ ON, // v / `\•1f`i / I \\ - V a — m M FBw �\ \ON hippi 41 ________ _pippi _ ?� X---__k—�-_k k .. . / -- -4942 _ a 9 a 1— — — — — _ _ —— I / __ T_— _--- t---___--__- - - -4939— ha_r _. 9� ------------4938- J_ ........... i—.--—_3_PRINGC[--- ------ -4937- — — — — — I "Y o STORM sEMFA 0---�-^- EXISTING STCRN SENFIt MIIM NIEF ® NKP$' O 9TON• Mop / CULYFPT C� PRovosm srwN sENm Mm INGET I—sozo— F%Is1NC WNTODN ID PPCPpsED CCxTOUR TNIECF BOUNDAW ' f9M FOGES) N PJMMRY - FEW n AY a No FIRM, cR SEC1041 1 I FEW hip FLaao LtrvAm1 (ert) 1__h _—� none,w{ET RLCG( a ORINII RLTER 111 W-8 wATIE r%£! vgplEClwN CA/A ❑ coxcrETE ww1wT rnu o CONTACT ]LITYAT mI N� mM FILTER IN zR11I so E IV ® SEpdT BISN ID IV" SET FzzRE ED I ® 9EPFl1F1W O � RDK1E TNCNMO Cd11RJL PM I sREET O foup OE¢ TO BED IN E IYD CF 0 � 0 9E IN CE ppe�1/WQtM]IA w n/nM Rip EPAIR I fNmlll I= d I• h h 1. d Ifa I: it w t _ Z 0 / N am •Tiaenm/ w/w/olerminen Iml w,x w t Z r alruatmnmcluw+smmx\cxa.:m ; / m W Fan wlu. umman Pe" ce9ex�r5-F Po.f..e ea,em FEUA none in ro Ram uap for nr mr.,o eer n thelDl; n aa,C.i19ran" ntmn a m9 Designated i nacre zone Go'this T. zm. r sp m,neur u J IMicaW on mH m m anem (vae N Ponel 0P069PWUJ-F irclueM r^N Nv gF/4ofbn Ida aarw pwMpM). Tns FEW 9nae it Ethiopia, to, the ,iafn9 Iis FBI (WI ) . kx Is Nu`mNIM to•W9 (WW}➢). F IIITne FEW one AI Ebwtlon for the III Banda ie 49483 Wv ) which is NUNWnt to •94A (x41M9) /��/� 3. A owooa nee a o: wrn NF iy aM eoch of conNnalkn sWr orm (WlsnWn WMa. ab m dy/ polo. ONN one, NmGee. at,) m, the l flood in. W QQ 3. A FEW s4mtbn ocnnn iwm will he nI to M cwmpli am 4p:wM pb m CO Ep IW.Ise Own am new F' II11rN eNunun. or amnion. in Mplmn e Cro . 10 prop ♦ n n the rope al the moea MM el Ms than BOX of the wlw of the xmtlm. then nooe9tlonal wcwy popawMy m MM the 9aaaolaln :egWotonv i firp n the wine mMs or sxpp inch 50% hi On, M tlrvdan will IreSpin to be .Named oc hawo.aaree to 6''top I ea« Sore eMRI A eemum ton let ,If esm to IN pFo.m w the III pe,me appllwlmn m Mn iM Ih. wwe M Ule ax 0, 5. She datum is Fort) ION ealam. project MrchmoN all: ) oFYV EqR not NNCNNNn( U wi 1yBEESS sfEEL RCO N WI ILCARO AT TIRE INIEMEITox Cf PxW9ECl RWD AND Y W srpEEf n AT 49M91; x 19" UWDNsfEO (2) CR! OF FORT (IXJxs INKHMARK 16-97 AT sgT1 MT COPMEEROF1 pPx DEWAM 6 Y Arl➢AM BEST.. ON A COxRKW CRETE T1c SH45E. BEENAMIF4n 11 0UNADJUSTED S. Pon Sane .molbre on this mop am ,ele,enea to the Wro ISM NUNN TM FEi :xyMpe Mess aolun oxen to NOw 1929 (,Ndear •e) for the SON Ca«a nompan m Nm PO) Mc I WYPBB-NO 29N.0 z. The arch Snag .Nraton IN shown on this mn me Mi from FEW Fym newspaper Fort, WP far Fort CM . commrnxr Pantl OB069C-NW-F R w 0R' 6v 19p 1M6. Cron sclkn chow was u to en m pi MG NeMi far fbN pMeclbn. IIElUOF COLORADO I'fitl��i CE11EQt CP coLORnoo Cityof Fort Collins, Colorado YiA[ t "Iss"'Mis"I'll922pip"I87 un OVALL''L' a«�1aE IN MI I-/2-IMEvEAppM. womr SI�S7] i CALL 2 BUSINESS DOE IN MWANCE ch"•w BEFORE 1YU DIG cRett. OR EXaWTE _ FOR ME MEMBER 0 rvCERGR0urv0 CKCpID r'' t WYear b �' MEMBER OF UNs. L y OpECKED W. CNECNm m:�� own BY:a� mN 6 N_ NN 10 10 xo w Fen _ om® W. n- Q IN r) V fo it 8het1 PV1EERS 3400 WEST 1 6T" STREET BUILDING 5, SUITE Z GREELEY, 00 80634 (970) 378-6935, Fax (970) 378-6997 WWW.DMWCIVILENGINEERS.COM Engineering/Construction Certification Letter Date: October 31, 2007 To: Jay Barber City of Fort Collins 700 Wood Street PO Box 580 Fort Collins, CO 80522-0580 Delivered Via: Courier Project: Testa.Subdivision Project No. 0708:00-TBS 1635 S. Lemay Avenue Permit No.: B0705037 RE: Overall Site and Drainage Certification �j This correspondence shall serve as certification that all engineering designs and construction work on the above -referenced project to date have been completed in accordance with the construction plans approved by the City of Fort Collins. The relative elevations of the as -built conditions were surveyed by a Land Surveyor at all relevant locations. In my professional judgment, the relative elevations and drainage patterns as measured are insubstantial conformance with the approved drainage and final grading plan for the referenced project. In addition, pond volume was calculated for the water quality pond on the site and the volume was found to be slightly lower than required by the plans approved by the City of Fort Collins (194 cf actual versus 210 cf required). For the shape of the pond an additional 5/8" of pond depth would accommodate the additional required volume. As the pond is designed to accumulate sediment and be cleaned periodically, the time until the first cleaning might be slightly shortened due to the reduced pond volume. At that time, the pond depth can be slightly deepened and the current difference in volume should not adversely affect the performance of the water quality pond. Any variations from the originally approved construction plans are noted in the enclosed "Record Drawings". These variations are considered to be within the tolerances of standard construction techniques and do not significantly affect the original design. Please contact me if you should have any questions. Sincerely, DMW Civil Engineers, Inc. Jade P. Miller, P.E. (CO #33885) Project Engineer be I a I j I I I r j RECORD DRAWING LEGEND, 0 _i• PBOPOSEO 1I1111nE5 � AS -BUILT 1111L111E5 3",Wn me PVC W eA AS -BUILT TFM 355:EE1r--PV6-O-OS6i PPOPOSED TFXI I v I \ \ I / R. I � ` I \ AN AN AN I + I \ �W91Y XX EXISTING NN I DDrigir MW£ `ICJ *wl TIE col 1 B e L \ W el E _\ ElETE4 f - — r _ i 3F—� w A. •- PFao09FD ' W �/ IWMCGVIgR 1 ♦ SMWR� / �� 11TOFM FAP CoolPpEis i w o Mal • O' Mai aR �\ `" /// I ' ` T"ITnDT DIY" NR/L DlIIU19M(£ CfLrV.uLtl1 sPG M OFo. WAIFR OIw11Y �IIDIF: w%O ro T[ tl� M DFli11E 18.W' Fur aFFxc ml,sTweTp. curl TER alMm n �m A /�/ aaeo mnuurTD r.Tmrts rrt - _ w .CdlYKf wlx �`_ FOF IPDm. \W�IIOr m 9 6 1 I wF® 1YPEOs96xl ;WI I V 101D �WFSER I ~UI'D ME' \ W/ El12- THIN 1 FDRi ON , / XDIL IF FIAT FIL4 ro A W 02 M1L,MlE AT A NIIIE D1TE ETTTliL - / /q N AFPxvwD Paco Duwpu m1nL ff / Q NBADC2D DR ME M1ND - / i TvmismlcTm ro rescue: N CS,/ / / Z Z 2f%TTaTILM wWOWBFi. ' /A1r I SKIN \ v / a a / \ / = OT m m rE2w / fl waao�w / 1 Maw / / ewEcwr / . -------- ______ ____ �. C _ �i —4 4 / L---- _ -------4943___— 4942----i----�--- y_ _-__--- �_�- I —Off _— 4941—r I i --493E—r — -- __ _...—_.. _... ♦_. __ _0938- Spp—MI*_ LiGENpOe I EXISTING STORM SEWER rI�� i u 1. EXISTING STORM SFNEF WHO HOT i PROPOSED STORM SEWER / CULVERT PROPOSED STORM SEVER WITH INLET EMImT6 CONTOUR RO wwww� PflOPoSEo CONTOUR I� PROJECT BOUND4T - f➢M RCWPWH BOUrvpMv I I ...._.___... �...�.... EEW FLOODWAY WUNWJM1 / I i FVM CRo55 SECTION SOEMWE I El Ill 111i E-EVATWN - - - - - - - - - - MILTMILT,YEL FILTER BLOCK h GR -8 1 Ao �✓ WATER MFT PROTECTION i I CWA ONFOKEIE XA9NDIR MFA ONT�OR O GDNIICT EMERYAT DROP Iw.Ei WATTLE FILTER ® 1ACT 18 21665 WHEN wass1Ar > BEING CONSTRUCTED S° HEY CW CHECK THE O ® SEDIMENT SON ;ORB VCR AND INSTALL 1vKVE WX. �EEXISNNC I I ® —Si E 9LT FENC RET�,ED I ® mi S mU 1 OSol TR MM CONTROL I Cr STTRT `(OF III w D q CP WATT,£ TAKE �Y Xi APPROXIwTT BE ln1R ME RI BE DEIEgInED IN THE FIELD M THE PTY EIg1FlwNG roan- v11a nm TifFT w➢M, I Max I RR WwM W D J } aZ OD 4n D > f O /1, Accoming; to 2w TI¢o I ... have Rate Map In EM Collins. Community Poml M089C-Ol ReNeee J Obecandiver 19.Herb 1 IY ,the the FEW D MW FMB 2 All'. The Rom "AC Oau116My 's rificarful Art this stop 43 Ohmansm If Pol OCo09C-MV-F erMee An the atgeortn for Rtse W 490.3 9a eaundowi = 0 ThZ The FEw Ba nacre e r r t eel' 9 " W WNT.s (xAIOBB) - ent to 411 (NOwz9). e rt m Flaw E r t erin 9 9e (ruvoaB) . puMa�l to "Ful (MENTI F F / co 2, 22,,I A Tunkln9 mlthe FaIieet etI) in u.to, n Ilon Kinds .v. rn.eur ie eNmem (uemlut pane. his, rn O LL (// s. A FEMn .Iwal us emlrieam .nl M nus�bmlu mrWAete] asa applaxJ p m Co Min ie Iv aq Iva F O / .Kanl o, amumn, m the uuaal ie rpuiree. m LL 4. W Ise .mue Of the mmi ie we than III Of the MaHe If the etruaum. ma no Ca9Bimml WarK to Campy f0 W nYlr the la Pleln m9ulWione x the Makes me at ..pthe Mal". then the eElve sell M1rve NO be elsolw at IlxpprwrM to I aeon tM base BON eMvaenn. A M Wmn cl list war to b povedeB . the building Chaim\ apph"Hon to Mmtlu the Malue of Base rinfol m S. SRe 41 ie FORD 1929 aawm. pnlM h hmo am: (1) CITY V FORT (ROUND BENLHLYAK U w2 6CRAMIe-S ew 99 IN BOX L NAND AT THE w2PSFCIKKI OF PROSPER RILD MO vWM STREET. (2) CDY OF FORT GOWNS BEFCHMNK I8-97 AT EgTMEST CORNER OF SOUTH IEMRY AYENID FLUBEM BE, M A CONCRETE TNFYIC S14WL gi pEVATpM4973.21 HONG 1929 UIUWURED 8. 1 food 01401 on this mat am me m the MW 19PB Wt . TM F mpO w verlipal Bomm Offset in NCRO 1929 (umajuedthe a) f[SpC e4 eIMcopol a trusts (DO) tNHet. is VRO-xGMDz9s.D Gains Comemutry Ponel III line - an this I..ae si 19. OWN FELA � nllwlmne�RaH IMto for Fort o9m-F R.W..s D.C.mne. cm.. cram 11ne m amNpM >a xw1 e I ne car saw pntclion. cAEL UTILITY OF COL( Anory p '`�� cervme of coLORnoO Cityof Fort Collins, Colorado E {� 1-800-922-lM7 Ufl P APPROVAL aEa t ;a Go 1-303-232-7891 IOENA »° Mww 31{aj� `a fA11 2 B1slxESS DAts IN ADVANCE lhsm BEFORE Y01 DIG GRADE, OR EXGVATE FOR FE WRKNG OF UNDFRGROUND pd 2 N; t,E� 1EMSER uTlu I L..y mow: A/HR 6I3�a��?S omlm w: Nil To MOar 1D 0 10 20 Yl Rut s 10 - 10 it, 81EsetR