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Home My WebLink AboutSite Certifications - 03/12/1999 (3)NORTHERN March 12, 1999 Mr. Basil Hamdan City of Fort Collins Stormwater Utility Development Review Division 235 Mathews Fort Collins, Colorado 80522-0580 RE: Harmony Safeway Marketplace. Final-Drainage,Certification Dear Basil, This letter is intended to provide further certification of drainage facilities located at the Harmony Safeway Marketplace. In my initial certification letter of December 9, 1997, I listed the following items that needed to be completed: Per the approved plans, these items still need to be completed -- Trickle pans in the open channels along Harmony Road Storm sewer pipe under McMurray Orifice plate at the outlet structure - Pond N. These items have now all been completed I have attached a copy of the McMurray Storm sewer, with the design and As -Built elevations shown. The As -Built elevations have been provided to our office by Landstar Surveying. Please let me know if you have additional questions regarding this project. Sincerely, PPxA OL Roger Curtiss P.E. - Northern Engineering Services cc: Michael Davison - Wyatt & Associates Chuck Ecker -Resource Construction 420 SOUTH HOWES, SUITE 202, FORT COLLINS, COLORADO 80521, (970) 221-4158, FAX (970) 22 1-4 159 l c , �;n Res Aug-04-99 09:46A'Northern Engineering 970 221 4159 P.01 J December 9, 1997 Mr. Basil Hamdan City of Fort Collins Utility Services Stormwater 235 Mathews Fort Collins, Colorado 80522 RE: Harmony Safeway Marketplace Drainage Certification Dear Basil, The following letter is in regard to the Harmony Safeway Marketplace project, located at the northwest corner of Harmony Road and McMurray Avenue. This is a partial certification of the drainage facilities installed to date per the approved drainage and erosion control plan for the project. It is our intent to finalize this certification once the remaining items have been completed.. Per the approved plans these items have been completed: All of the onsite storm sewer pipe Detention Pond N, including the Overflow weir Open channels along Harmony Road Storm sewer pipe under Innovation Drive Storm Sewer pipe under the main site entry off of Harmony Road Curb Inlets along Monte Carlo Trickle pans in Detention Pond N (These pans were installed in lieu of Riprap pads at the pipe outlets, per verbal approval by Basil) Per the approved plans, these items still need to be completed Trickle pans in the open channels along Harmony Road Storm sewer pipe under McMurray Orifice plate at the outlet structure - Pond N. In an effort to obtain a TCO for the Safeway Store, the owners are escrowing to the City of Fort Collins for all of the improvements that remain to be completed. Their list includes the storm drainage system improvement items listed above, as well as several other items unrelated to the storm improvements. Aug-04-99 09:47A Northern Engineering 970 221 4159 P.02 Attached is a copy of the As -Built elevations and contours for Pond N. It was found that the invert out of Pond N is at approximate elevation 69.1. The overflow weir will overtop at an elevation of approximately 73.83. The required volume for Pond N was calculated to be approximately 104, 200 cubic feet. This would be provided at an elevation of approximately 73.77, below the spill elevation of 73.83. There were several downstream improvements that will be accomplished by others, or by the developers of the pad sites along Harmony Road. We designed this project such that all runoff from developed areas is routed through he northeasterly pond (pond N). There is a note on Sheet C2 of the approved Utility plans which states that as Subbasins S-3 and S-5 develop, outfall capacity must be verified. Here is a status report on what has been done: The storm sewer pipe has been installed under Innovation Drive The channel around the Light and Power substation has been reshaped along the easterly fence line. Pipes have been cleaned at the crossing of the Irrigation Ditch Channel has been regraded North of the Ditch. No capacity checks or elevations have been included as a part of this certification. As you know, this site has several future building pads that were not developed with Safeway. Attached also is a "Long Term" Erosion Control plan to be implemented by the owner. These interim measures are intended to control site erosion until a permanent vegetative cover can be installed as weather allows. I have also attached a copy of the long term erosion control plan for disturbed areas. Implementation of this long term erosion control plan will begin as soon as weather permits. As mentioned above, it is our intent to provide the City with a certification of the items remaining to be completed. A request was made by the Stormwater Utility for the developer of this project to verify the elevation that the Regional Pond for Golden Meadows will overtop its banks, and to verify the Minimum opening elevations for adjacent residences. Safeway has agreed to do this work in an effort to cooperate, and will provide the City with these elevations as soon as Landstar has taken them, probably within the next two weeks. Thank you for your time and consideration. Please feel free to call if you have any questions regarding this letter. Sincerely Roy ss P. . - o ern n ineenng ervices, Inc. cc: Dennis Wyatt - Wyatt and Associates Katie Press - Safeway STORMWATER FlCy I%fr DEC 19 1997 „•n:cF'J01JASCOTIA .nCr.ry, 7, 0 ra;ifOrili3 Street, Suite 2100, San Francisco, C-A 94-101 cx 3; 1c, San Francisco, CA 94119 ce-:. ,"r: a;c lal ; 397-Oi91Telex: 00340602 December 15, 1997 City of Fort Collins 281 N. College Fort Collins, CO 80521 Attn: Mr. Ward Stanford Re: Irrevocable Standby Letter of Credit Number S010/81695/98 for USD167,085.50 issued by The Bank of Nova Scotia, San Francisco Agency Gentlemen: At the request and for the account ot06gt@W@3Mhc., 4th & Jackson Streets, Oakland, California, 94660, we hereby open our Irrevocable Standby Letter of Credit Number S010/81695/98 in your favor for drawings up to the aggregate amount of USD167,085.50 (One Hundred Sixty Seven Thousand Eighty Five and 50/100 United States Dollars) effective immediately at our office at 580 California Street, Suite 2100, San Francisco, California, 94104. We hereby undertake to honor your sight draft(s) drawn on us bearing upon its face the clause "Drawn under The Bank of Nova Scotia Letter of Credit Number S010/81695/98 dated December 15, 1997" accompanied by the following documents: 1) This Credit 2) A signed statement on the City of Fort Collins, Colorado letterhead signed by an authorized official stating that Safeway Inc. has failed to complete the various improvements as set forth in connection with Safeway Inc. proposed New Store Project number 1552 situated at 1426 E. Harmony Road, Fort Collins, Colorado. We hereby agree with you that drafts drawn under and in compliance with the terms of this Credit will be duly honored by us if presented at this office or by registered mail on or before the expiration date of December 15, 1998. Draft presentation before no later than 9:00 a.m. Pacific Standard Time on any business day shall be honored before 5:00 p.m. Pacific Standard Time on the same business day by wire transfer in immediately . available funds to any account designated by you (or any other reasonable means specified by you). Draft presentation after 9:00 a.m. Pacific Standard Time and before 5:00 p.m�Pacific Standard Time, on any business day shall be honored on the following business day in immediately available funds to any account designated by you (or any other reasonable means specified by you). As used in this Credit, the term "business day" means a day other than Saturday, Sunday or any other day in which Banking Institutions in the State of California are authorized or required by law to close. This Forms part of the Bank of Nova Scotia, San Francisco Agency Standby Letter of Credit number S010/81695/98 for USD167,085.50 Page — 2 Except as otherwise expressly stated herein, this Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 Revision), the International Chamber of Commerce Publication No. 500. Very Truly Yours, TI qi I (:� W eq� Vincent R. Inocencio "ssistantAg Sr. Operations Officer .THE BANK OF:NOVASCOTIA 81695 San Francisco Agency :`"December 17.,--1997.-,i BRANCH _ .: ...DATE OF. ISSUE .. . _.._... _ IssulNy BANKS No. ADVISING BANKS No AMENDMENT TO LETTER OF CREDIT -_ S010/81695/98 ADVISING BANK .. APPLICANT - "- :Safeway Inc - Fourth & Jackson Streets Oakland, CA 94660 BENEFICIARY AMOUNT .. .. .. .. _ DATE OF ISSUE City of Fort Collins -. 281 N. College DSD167,085.50 December 15, 1997 . Fort Collins, Colorado 80521 '.. Attn: Mr. Ward Stanford THIS AMENDMENT. IS TO BE CONSIDERED AS PART OF THE Engineering Department ABOVE LETTER OF CREDIT AND MUST BE ATTACHED THERETO DEAR SIR(S) THE ABOVE MENTIONED CREDIT IS AMENDED AS FOLLOWS:-: Amount increased by DSD84,000.00 from`DSD167,085.50 t0"DSD251,085.50 (Two Hundred Fifty One Thousand Eighty Five°- 50/100 United States Dollars) .n -Moth iug_fo ows—.�_;- Al . '_ : ;Except so fai as otherwise e>�ressty st�ted.lhis decurF ',:r/ , ; xredt is -subject --to the Unttbrm Customs end Practice for ` Docidnent ' Cred2s (?a 3 Revisicn) Intern atonal Charotzt of Commerce Pualxatrm No. `. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED - THE ADVISING BANK IS REOUESTED TO NOTIFY THE ADVISING BANK'S NOTIFICATION - BENEFICIARY OF THIS AMENDMENT 1 /9/ YOURS FAITHFULLY REMARKS, PLACE, DATE, NAME AND SIGNATURE OF THE ADVISING BANK AUTHORIZED SIGNATURE AUTHO IZED bIGN�rUFM `i! t !�) I ST®RhiMWATER Harmony Safeway Marketplace P.U.D. DEC 19 1997 Incomplete Public Improvements, Security Estimate Review Revision # 1; 9:30 am; _ 12-17-97 Wheaton and Harmony Intersection 30" Vert. C & G City HC Ramp Area City 4" Sidewalk City Remove/Replace Asphalt City 66 LF $12.50 $825.00 40 LF $8.00 $320.00 105 SF $3.25 $341.25 185 SF $5.50 $1,017.60 513 SF .$2.40 $1,231.20 Included in -Wheaton & Harmony Sidewalk Ca/c's 58 SY $25.00 $1,450.00 54 Tons $70.00 $3, 780.00 $3,847.45 $5j117.50 Harmony Rd. & McMurray Intersection 30" Vert. C & G City HC Ramp Area City 4" Sidewalk City Remove/Replace Asphalt City 71 LF $12.50 $887.50 60 LF $8.00 $480.00 105 SF $3.25 $341.25 630 SF $5.50 $3,465.00 685 SF $2.40 $1,644.00 Included in McMurray & Harmony Sidewalk Calc's 35 SY $25.00 $875.00 83 Tons $70.00 $5, 810.00 $3,747.75 $9,755.00 Harmony Rd. Turn Lane - McMurray to Wheaton 4" Sidewalk 9,096 SF $2.40 $21,830.40 City 9,560 SF $2.20 $21, 032.00 $21,830.40 $21,032.00 McMurray Ave 4" Sidewalk 1,015 SF $2.40 $2,436.00 City 1,280 SF $2.20 $2,816.00 $29436.00 ' $20816.00 Page 1 ♦ T Wheaton Dr. 4" Sidewalk City 36" Storm Sewer Crossinq - McMurra 36" RCP City Remove/Replace Asphalt City Flared End Sections 60" Manholes 490 SF $2.40 $1,176.00 660 SF $2.20 $17452.00 $19176.00 $1,452.00 238 LF , $13.12 $3,122.56 236 LF $73:00 $17,228.00 65 SY $25.00 $1,625.00 121 Tons $70.00 $8, 470.00 2 EA $800.00 $11600.00 2 EA $2, 300.00 $4, 600.00 $49747.56 $310898.00 36" Storm Sewer Crossing - Innovation . Current construction did not pass inspection and must be redone. Verified by Kehn Const. 36" RCP 0 $0.00 City Remove/Replace Asphalt City Flared End Sections 30" Vert. C & G 4" Sidewalk Harmony Rd. Trickle Channel city Swales city Mill and Repave Redo Entrance Area Grind / Mill 88 LF' $73.00 $6,424.00 " 0 $0.00 36 Tons $70.00 $2, 520.00 2 EA $800.00 $11600.00 40 LF $8.00 $320.00 160 SF $2.20 $352.00 $0.00 $11,216.00 728 LF $4.50 $3,276.00 1, 512 SF $3.50 $5, 292.00 LS $5,136.00 LS $5,136.00 257 SY $25.00 $6, 425.00 62 Tons $70.00 $4, 340.00 557 SY $2.70 $1,503.90 $14,837.00 $169271.90 Page 2 Traffic Circle and Lemav/Ticonderoga Median Krager and Assoc. $41,047.00 City $410047.00 Sub -Total $93,669.16 $140,605.40 Traffic Control 1 LS 15% $14,050.37 $21,090.81 Temp. Asphalt Curbing 1,200 LF $4.50 $5,400.00 $51400.00 (Bldg. Insp. Dept.) Sub -Total $113,119.53. $167,096.21 50% Contingency 1 LS 50% $56,559.77 $83,548.11 Total Security - $1690679.30 $250,644.32 Present L.O.C. $167,085.50 Additional Security Required $83,558.82 Page 3 1Jnrn••7 safe" Pao Lo 3 MONTE CARLO r LoAGs �zNjO e Flnnneac l2eao zo.az•flECUlflm SAN REMO PLACE '\ 6"1WE A�'1'' i Ri ='0' CIRCLES 1 I °t L vosm cR.nE REFER TO FIMIZONTAL CONTROL 11' \\ P \�,.T: 6y I.S IZed PLAN FOR SIDEWAD( LOCATION NI `:�____________—_ I 8 GEOMETRICS. /�1 — LINL C_'ep-1 T1+6T TI{B E1eY4T10 �.(S A _ 1% r 15 TYPE R � Wso MH_ _______ _ _____ I H______G/, Cp_Y6 xs N:A s I _,// r \T CURB INLET v� 1 , 2e of AT e.E j,J __ . I 1 ��________ WVI _ _ _iNjF 1 `\\ P R=48J}.TO i _ _ -�' I SJb ST nT\c\H� 1• EI00=R.OY ,4 14'__�_ HHi MONACO PLACE ' I 1 TNF 714 'fie �•'L CG_ \ni,rH _ ��_ /�/ '/ .i•'� ` 1 I N @,rr\ei\1S 49 SHC,,, 1. 3. 6NCflEiE iXICKI£ P.W SILPE 0.`.AS _ _ _ _ �_/i•��` 1� Y"/' ' \I . 1 lu FH _ _ (SFE MEET CIS MF ttTNU PROPOSED SECTION A -A `�"� _�"_-__��mil \ 'ice ---_ ---h ` `\ b i°o { 1 - T w-Vrw EN R wERa°w ( 6, 19]z' flmUWFD 20' I 11 `\`` `�_____ •\`•• .� .�. .. i' ' 'ii i 'fb TW. ) 111 I I I �NAH It G `• t.�c+- 'Z�d adn _ S FLPROniCMDE -__t\_in ass mmm w-m wsL i 1 Is. 11 FF ELEV= m°o-2m' `rwmci RA e Pi M MAL S I CIS) FF ELEv1 ;II RET 3' CONIRMRAN Si O'sa 1 (79.48) e1, r 1 I I 11 IEEE stm C15 mfl WAU Fn/pELEV / II 11 PROPOSED SECTION H—H I I n.r i j a'` — 1 1 f TNi r Try II RTO HORIZONTAL CONTROL PLAN ALL. N FOR A 1 1 �� ne ,du• I `I I1 I 1 II _ SIDEFER EWNCATIONS R LOCATIONS* GEOMETRY. . 6.Y �769>, 1 LONGS .!T i 1 IT EUO iXIN . n.W 11 j I II REFER TO SITE PLAN BY WATT k ASSOC. FOR 11 1 1 II SITE DETAILS, IE. HANDICAP R.1MP LOCATIONS. 4 I eT )L am NOR T9� .76) I) �� '� 1 •14 �\ ncr/ 1 1 II II i.H 11 1 T j T�,,�P TI'T e.Oz) ) azG s} 6 e. I' I I I II / It 641 rate .,C JG. .. �. y :��1 T.S.0 is 1 1 .1.I1/ 4- 0 40 81P75=T � AIIIIIII Lu 74 75 Scale 1" 40' ( T Til.W T.W I I ■ ... AQi UTILITY NOTIFICATION CCE/N�T/EAR OF2OO COOLORAD W \ TNu I 53 p 00 REMO 1 1 li $ OR WTV7W A1-8-92-1987 DVANCE Ijl I ` \ �—_ i 1\ I 1 N BEFORE rou wa GNi OR nuv�M jY�A \ 1 \ �_l♦` ; \ 1 It FOR THE NARKING OF UNCEAGRMIND NEN9ER ununEs. 7J4 4� 11 II A I 1 ♦♦♦ l I ii lit is n u NOTE nm I II I --GRATE INLET ELEVATIONS SHOWN IN PARENTHESIS HAVE BEEN _ \`� \ 1 � � \\ GRATE INLET_ =-� INV. EL 497082 PROVIDED BY OTHERS. HORIZONTAL LOCATIONS FOR THE �. \ ♦ INV. EL. 4971.06 1 I RCP 11 ELEVATIONS SHOWN AS EXISTING IS APPROXIMATE ONLY. / -�-�� `\` \\ ` >� — I' 1 i 1111t 18"RCP CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL / EXIST. CF TEF !�rAnoN `�`.\ II Ip 11 THIS DRAW1Nf H45 NFcu PREPARm BY LOCATION OF ALL EXISTING ELEVATIONS SHOWN AND NOTIFY % �� j `� / \ 1 II 11 0I4�R4 ANO H45 Nbf BEII1 P.PP�T•EO i FCFkN FTO HORIZONTAL \ ENGINEER OF ANY DISCREPANCIES. PMN OFORBCS IOEWAL% L AI ON` �`\ ``� i / \REFER TO zNTia CONTROL `\ II 11 i --- ♦ ♦\` . i f/JJBO0.MM� li II 11 GOOFaoFNTED, OR REVIEWED FOR \ �. `. : : R\�GEOMETRIC3IOEN'Ml( LOCATION II 1 1 It .6, :°CCIIRPLT BY I�N'IMQ9TELTS, IVG _________ �- `_,\_` __ __� _ _ yC_„___�1__i____ II .•.,n�"-___ END 18"RCP INV. EL. 4970 2. 7 \ \ \ \_ ` ` �_ / \ �_ Nr mis _ q 7: -ter--- CITY OF FORT COLLINS, COTARADO _____ _ _ 1 II n. - � �'-r�--rf/T ✓• --� -------r---x INV. EL. 24m RCP 497 .it T177Id7'Y PLAN APPROVAL u s 11 ,wvfla\ER'Tb:..q'v- i _ _ EXIST. MANHOLE h 36• —>----STZ j It BUDfir-ERRY VALVE °f O1�'� ul OPIP Mlwm no arm unmr ___________________________ ___--___ ________ _____ _ _ _______— _____ - nc� umn oat HARMONY ROAD (FK`HWAY T88) 1 0 CggiTE,9 NE Rm A PROPOSED EDGE OF PLAAN T xlx. °NHO� pie n, e D.svx lsm DEi,R sxRr I]/IQ (SEE C10 FOR PLAN h F,,qs ,,� �, y,T r IV Revisions 13� Date INV 0 LF�' Obi NORTHERN ENGINEERING SERVICESI r'N)C41 9K3.07 ..... 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORAI 80521 J SCALE: 1" = 40' DESIGNER :RAC GAS CHECKED BY: RAC (970) 221-4158 it DRAFTSMAN: CADD PREPARED:05/27 HARMONY SAFEWAY MARKETPLACE GRADING PLAN I GRATE INLETI 12"RCP INV. EL. 4971.06 1 J MSL 24 R.C.P.�& RE I 1 EXIST TELE. RED. FLARED ENDS COORD'REIAOVAL AND @ELocArSoN REMOVE EXIST HYDRANT FROM EAST SIDE OF MCMUR Y, '.. W/ �$ WEST, STORM MH-4A & RETURN TO CITY. CITY WILL PROVIDE A NEW HYDRANT. 1 SiA 0+34.51 8' DU CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLATION OF THE NEW HYDRA,T ON THE WEST SIDE OF MCMURRAY, AS SHOWN `\ REMOVE AND REPLACE E T USXJ TO NEAREST RM MH-4 JOINT LINE EXIST /Ci5P114LT �'TO ULIMfRISMSHOWN ANDREP\ I - �P TEND 8%I WATER RI 'O /' STA. 1+11 J2 --- OSED WE EXIS �EXJST 6' 00.) RCP O ___ .__ __.... C;+ApE. TO MATCH EYLSL.OlMNN0.- EXIST 36' WATER- --RESOD-ALL_DISIIKBED-ABEAS----- - •'MAINsrtl ACC -T7 z1L (ppa' EXIST N 89�29)I5IH" E )VEIL -PW£ - _ __Q9%5 _._ _ ``'<`__.. FLARED END SECTION\'. LIXIST. CESS MArvHOLE F Ill '« PING 25 5]LF. 36 SiA 0+00.00 < WDLEk M �Sy CL III R.CIQ. 4XB v S 84'4774 E 18" CLASS 6 RIPRAP (BURIED) W/ t-"�— I , --- 120 CLASS B BEDDING __ ..._ 69.23LF. 38 bS4 (12'K24.V) P CL III RUC ,. N 45'00'00' E 4 4 3 NTS III DETAIL A W \\y'].y�, Sd I i F�•j INV. EL E. 4965.45 'A OR `4 I F INV.GRATE INLET r. / i Y / B INV. yELP 4970.82 R lE 1 1 RCP ICxd6'BA \ \ —y R W INV. 49 1 Be OST I+g L SIAHDPRD PO i R t IFx A-::K3 y\\ TIRE FAN _ _ \ URB^y _ \ II; PSSE LT w• t. vm emu a�rsr�raL \\ __ BD UTLTY, DRAmAGE ANO _-_- - -, __. _ w b'dl •� l.r,°T°'. - 4975 BYF. 95Lf 3 A'� w I ur ut F « Q.YY LF. IS' CII� OOSRARC4)( _777RSe>il'OS R.0 R UTS E 00" ypi f n .cn a cP.F _ �Y 0�SpQp Dp4A �,�• x FE.6 --... _.� _ LI v10 FEa AD (HIGH Y 68 area, F=�FDaDDm y STORM SEWER LIE 3 3sak I'm c HARMONY RQAD (HIGHWAY 68) V' ,tea"/ g M ___--___ ____ I__ ____ _____- Lew STORM SEWER STORM SEWER LINE 3 PROFILE STORM SEWER LINE 4 PROFILE E'°" '" LINE 5 PROFILE o - z as6o M 4980 w" 498I+n w - 0 oD va. __ ___ ffl C 3 aE. 3 S G Ig 4975 Bs Lr 3G' acP ss-L_F.aB•+�LP.- _. 4975 4975 - - ti-eses _ o osox Im&: n - - xCL. \ L n An-, A -- 4970 4970 AN0 JnQ JmA .p-- 06 1 TRICKLE JO 2' TRICKLE SJ 11 'do aN =- Po3xz 0 veR Ossz n, LL®a 4965 4965 :, of ,4 w M �� n = aasso " ° 496D _ _ P _' _ -- 4955 955 — -- 2+00 1+00 0+00 W J 2+00 1+00 No. Revisions B Date 1 REVISED PER O.C. DEs I OS/IB/s] 2 REVISED STORM SEWER AUONMEM AND PROPIU ou W/3D/9] 3 REVISE MCWIRRAY STORMS2SEWER RAC; 11/f0/97 4 REVISED STORM ALIGNMENT AND PROFILE COL 0Y/m/BB DNA NOOKS, MY 1 I i I 1 I I. 1 I E I ' \ ` l l PWORI �• I x rtW I i MIIN YlW WTf6A • (MOMTP TO m[ LMXC FIIW SELL SO tl TK MARC Ow.a NOT NO xuE. CAn Imm. on] ME.�' CAM • L rY( pA. AA NA AS o[ Ar10Nl SOAR T,n aEaRaRa 4�wW. .na Nrrr P.TE. OM4Jl s 'aaa� r��,me n.CFPe WA M.fYM I STANDARD PRECAST WYE E@ •, a '- PLA YANNOLE PHASE, o MOTE OTT LIKU I D Axm oaux uO 0 •Wu•Mw (Taa<u•) D DOES PLAN KW INKCION a END ��OND .Ra a FOR ITO E rz. U MO _--_I._m. III♦— _ m—m_.m_m— _-m_m_mm—_— mmmM_mmmmmm— m�mmm■mmm� STANDARD ELBOW W/ MANHOLE TEE LV PLADES PLASTORM 1)1.t 3EWEA a L! 8 CULVERT , �IL � Mrm m �-NO AV84LE I A � �zNpE �E2 RMO+E EXISTINGNGf R C P. k REPILCE W/ 2CP MATCH DUST. SLmk EVEN TS RLET- O+AV • q _ D B SO TYPE RRN�LT s IT IE waomEqZm O L„ v STORM SEWER LINE 6 PROFILE CALL UTILITY NOTIFICATION 49851 4985 4985 4985 - - 4980 4975 =- �� - -mp v -- 4980 4975 4980 4975 "1 a Y _'� , ++ 0K3K`-4980 4975 -- - �tg - ._� NG _ 4970 4970 __ SEARS _ '_' +i t 0 W_ 94 -- 4970 4970 —'- --w N<c l -- - 4965 - I4965 4965 AGE 0,35x'I -`A��tr_ L` - �- 4965 - -- COT Hfe 5 _- a _ 4960 4960 I . II RID5 E oo 'G� a. x > _ _ =4960 =uff 0+00 1+00 2+00 1+00 rfiE�I�gIG SERVICES I Pro)ect: A2n smrrT+ NnWRs sT11m9: 202. FT COLONS. COLORADO 80521 SCALE: 1 yVV Print Date: Eq,,At O9py.,[o^�^ OOTqT" emt Floe o�x�ne�EnT ITT q CKED BY: XXXXX .m0� r DARED: 03 11 97 .iz_ CENTER OF COLORADO 1-800-922-*87 OR -67OO OE�ao C/EL z BUSINESS BAYS IN P ANLE BEFORE YOU DIG, GPADE OR EXCAVATE FOR THE WARNING Or UNDERGROUND EMBER UDUTIES 50 a 50 100 nor Scale 1" = 50' CITY OF FORT COLLINS, COLORAD( UTILITY PLAN APPROVAL ro: AMID° ANN CHECKED Bf / 2. AUC CHECKED ON. THE Y Y CHECKED SO HARMONY SAFEWAY MARKETPLACE STORM SEWER PLAN & PROFILE Shee