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HomeMy WebLinkAboutLot Certifications - 11/20/2012j Clty, Utilities electric• stormwater. wastewater. water OI Fort Collins 700W�St. PO Box 580 Fort Collins, CO 80522 970.221.6700 970.221.6619 fax . 970.224.6003 TDD utilities@fcgov.com . fcgov.com/utllifies CERTIFICATION OF LOT GRADING Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e) Date: _25 October 2012 Permit Application No. Address: _2405 Midpoint Dr // I / Z�- Lot: Block: CZ `U K iy r Subdivision: �µ✓'� �C_f I,(Print)_John Eklund a Colorado registered professional engineer, vedfy that the �jU{ above referenced property in the City of Fort Collins, Colorado, has been inspected by me or an appropriately qualified professional under my direct supervision, and verify that construction of all stormwater facilities and grading is complete, and that the elevations and drainage pattems shown on the attached drawing(s) which were developed from a survey performed on (Date):_12 October 2012_, accurately and truly depict the elevations and drainage pattems as they existed on the date of the survey. Based on this information, I certify that (check one): ❑ The elevations and drainage pattems of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). , SEE NOTE. ❑ The elevations and drainage pattems of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the specifically approved drainage plan, and will affect stormwater drainage on and off the lot(site in a manner consistent with the a ge plan. SEE NOTE. ��p00 L1�F� �w ••tH H O F By: signature, PE stamp) S c VkAu6&47 e.4Zoo, F1.64-s,c0 .•' (address of sigiiing party) T05 ZS NOTE: A Ct be submitted at least two weeks prior to a request for a Certificate of Occupancy for the IoUsite, inc ited to drawings of the IoUsite showing the approved design and as -built surveyed elevations of all structures, rainage and grading features (e.g. swales, retaining walls, lot corners), written information/explanation of discrepancies, and other information necessary to confirm the above certification to: Fort Collins Utilities 700 Wood Street Fort Collins, CO 80521 (970)221-6700 Rev. 1127112 At least Two Weeks Prior To Requesting A Certification Of Occupancy For The Property Lor i A w (p4r� DA?A-h0A tau ��ky 0 25 oeY ZoIZ DRAINAGE CERTIFICATION FORM Please fill out all applicable items in this certification form for single family, multi -family and commercial properties. Write "OK" for items checked or actual number checked in field. Use "N/An for items that are not applicable to the property. that is being certified. A. Drainage facilities certification 1. Pond Certification -volume verification mk- (5te� a.topographic records and volume SIG b.cross-sections and spot elevations oL -positive fall to pan y,BS -side slopes 31:1 ;s *a•.pL+ -vk- -invert elevation - -, 00•47 - OV -spillway elevation _ 484Ie.7-1 -placement and size of riprap - 644rl,.V� pt✓ p/4V�5 -side slopes ok _grading v L -orifice plate installation and size_ 6 k -compaction of berm o�_ -structural integrity of pond a 2. Swales -location (are they within easement) d�- -dimensions and cross-section verification p(A -longitudinal slopes and side slopes N/q -spot elevations dim -permanent erosion control measures (drop structures, riprap, etc....) NIA -tie-in to pipes, pans, curbs, etc .... OIt -weir size (elevations, size, opening, etc.) P/A -available freeboard I** landscaping infringement on swales 4V- 3. Pipes - fie- A440&G tec� vtaff—S. CkA- l-"S' ih'N\5 5f-. ov\ a0(O(vt55 C�>rlI AVAtlave- o�s��a o.t Sl�a s SOUS U�J a�n0� S5O(. -size and type ok -slopes (as -built and comparison to minimum 0.40 slope) ak- -pipe capacity calculations if slopes are significantly altered VJA -invert elevations c)1_ -installation and backfill material LAW, 1ACA w4vw S -cover 0k_ -encasement and clearance from other utility lines close by O L -joints ok- 4. Concrete Pan Channels -size -vk -slope - vL -super elevation —iL� -cross -section — AJ//A -thickness - oV-- -elevations - d�- 5. Inlets -size and type 6�_ -size of opening (or name of standard used) aft �k -grate elevation Olt, -invert elevation -box size 6. Cross pans N� -size -type -grade -elevation -cross-sectional depth -tie-in to curb and gutter 7. Culverts -size 9ts" -type GlasS V P-(--P -invert elevation 0 k -headwalls W/I& 8. Underdrains 011 -size -type -cover -backf ill -geotextiles -cleanouts 9. Curb cuts N7" -size -tie in to Swale, pipe, etc... B. Certification of Grade Elevations Adjacent to Drainage Facilities: -minimum opening elevations c)k, -top of foundation elevations a , -comparison to 100 year WSEL's (Freeboard requirements and floodplain issues) N/A. C. Certification of Erosion Control Measures: 1. Permanent Measures: -Permanent vegetation (6" bare spots and weeds under control) -riprap o� -riprap bedding. wok -drop sections U IA -sediment basins/water quality ponds , rot N/A -netting mats/blankets �q -mulching YA 2. Temporary Measures: -mulching N/A -inlet filter installation A -check bale dams u/A -seeding and temporary vegetation 4 -silt fence D. Site Cleanup After Construction -construction clean up -smoothing of ruts .� -reseeding �l� E. Statement of Compliance This certification is signed and stamped and by signing this form the engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the redlined plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any Stormwater Utility holds on Building Permits and/or Certificates of Occupancy. F. Signature and Stamp by a Colorado Registered Professional Engineer. No Text Larimer County Detention Center As -Build Pond Critical Elevations Engineer: Firm: Project Number: Date: JAE Ayres Associates 32-1658 22-Oct-12 DESIGN CRITERIA Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control District, June 2001 Stage Storage Volume (pond volume calculated using the prismoidal formula): V _ (Al + A, + A, A, Depth 3 CONTOUR F AREA (F72) AREA (ACRE) VOLUME (ACRE -FT) DEPTH (FT) CUMULATIVE VOLUME (ACRE -FT) 4890.47 0 0.000 0.000 0.00 0.000 4891 9802.5 0.225 0.040 0.53 0.040 4892 38214.6 0.877 0.516 1.53 0.555 4893 56184.6 1.290 1.077 2.53 1.632 4894 64423.3 1.479 1.383 3.53 3.016 4895 73211.5 1.681 1.579 4.53 4.594 4896 84095.6 1.931 1.804 5.53 6.399 2of2 Larimer County Detention Center Proposed Pond Critical Elevations Engineer: Firm: Project Number: Date: JAE Ayres Associates 32-1658 22-Oct-12 DESIGN CRITERIA Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control District, June 2001 Stage Storage Volume (pond volume calculated using the prismoidal formula): V _ (Al + A, + A, A, Depth 3 CONTOUR F AREA (F72) AREA (ACRE) VOLUME ACRE-FT(ACRE-FT) DEPTH (FT) CUMULATIVE VOLUME 4890.5 0 0.000 0.000 0.00 0.000 4891 9114.0 0.209 0.035 0.50 0.035 4892 40127.0 0.921 0.523 1.50 0.558 4893 55588.0 1.276 1.094 2.50 1.652 4894 62835.0 1.442 1.358 3.50 3.010 4895 72479.0 1.664 1.552 4.50 4.562 4896 81965.0 1.882 1.772 5.50 6.334 1 of 2 AIRES ASSOCIATES MEMORANDUM To: Jay Barber, City of Fort Collins From: John Eklund, PE Date: 14 November 2012 Re: Larimer County Detention Center Drainage Certification. The purpose of this memorandum is to address the note made in the Larimer County Detention Center Drainage Certification. The certification checklist included a note that stated the manholes for the pond outlet MH1 through MH5 (as shown are Sheets UT-02 through -04) were buried, as were SDMH-3 (seen on Sheet SD02) and SSMH-3 (found on Sheet SS01), a total of 7 manholes. I recommended that these be uncovered so that pertinent data could be verified. The above manholes were uncovered and surveyed as of Monday, 5 November 2012. The attached sheets show the as -built elevations for these structures. All manhole elevations appear to be acceptable. Pipe slopes are positive and are acceptable. The slope between manholes MH3 and MH4 on Sheet UT-03 is lower than 0.30%, but should allow flows to pass and is acceptable as well. If you have any other questions or comments please feel free to contact us. Thank you John Eklund E ngin eers/Scien Gsts/Su rveyors 3665 JFK Parkway, Building 2, Suite 200, P.O. Box 270460, Fort Collins, CO 80527 32-1658 (970) 223-5556, FAX (970) 223-5578 Page 1 of 1 o LEGS n / / ..• I I I Ol EXISTING 2' TRICKLE CHANNEL EXISTING CONCRETE HEADWALL t�3 EXISTING OVERHEAD UTILITY POLE EXIS O H VOLTAPOWER LINE WITHnNG a7' D1ACONCRETE FOUNDATION POLE 05 EXISTING HIGH VOLTAGE POWER LINE POLE WITH 6' DIA RETI FOUNDATION 0 EXISTING RAILROAD TRACKS 1Ef• I I (2) EXISTING BARBED WIRE FENCE / ��% I 08 EXISTING CHAIN LINK FENCE PROPOSED W7LET I O9 EXISTING WROUGHT IRON FENCE STRUCTURE I ® EXISTING WOOD FENCE RN - 41195 OD (ETEv C1 / Q NY. OUT . Q1w 30 (EUEv AI I ©1 EXISTING FIRE HYDRANT 7 L- (SEE DETAIL SHEET OROI) EXISTING WATER LINE EXISTING ELECTRIC VAULT S. MANHOLE I EXISTING CONCSTING RETE iE SIDEWALK MANHOLEY SEWER STA 14119/79 RW - A99179 H f Nv. N - 4160 of i Nv. OUT - •667.Of Aq� EXISTING EDGE OF PAVEMENT / EMEPGENCY SPLLWAY SHALLOW DEPTH FIAT 100 %J EXISTING EDGE OF DIRT ROAD TYPE v' 611RED RIPRAP R PAN TOP MANHOLE SEE pRANAGE tr EXISTING BUILDING 46' W % A6' L % 2' D Ex. 9S3J FL PAN DETAIL SKCT OTDI UTILITY EASEMENT FA 9460 WITH ECCENTRIC OPENING I FUTURE ROADWAY CURB AND GUTTER - - - - - - - - - - - ... _ _ _ TO THE NORTHEAST - - -' _ REMOVE EXISTING TREE Ek. pµ5,3p - - _. - � 6.AE �- - - -_ -R PAN - - - - _. - - E%` -PAN FL Ex. AN RPAN - __ REMOVE AND REPLACE EXISTING E% 9395 RPAN a JO' RCP SSOk if [%. 9203 2' CONCRETE TRICKLE CHANNEL _ e D 30X Jo" RCP �1 FO Pµ AS NECESSARY TO INSTALL \ , 1111leo- 651 932s PIPE. CONSTRUCT NEW PAN AT EXISTING PAN GRADES. RPANI 18 NOT USED 1 EC9395 `\ -iz+w 1]sro" TA+po- �6.00 li. I� g.. .., r=\ ® NOT USED LF FL PAN �T�'; NOT USED 3 30' RCP ix.-9506 - ]I -_ _ _ - _ - .. _- - T 1 A I REMOVE ONLY NECESSARY PORTION - -- - - • oaax _ -. T� --- J -- OF EXISTING TRICKLE PAN LEADING -- T NORTHEAST FOR CONSTRUCTION AND - -___�N. __ _ _ _ - REPLACE FOR SMOOTH TRANSITION MANHOLE 44af+++H+H1++1 +i++i I IHHIHHIFVM+}HH H _ _ IA FL PAN H+++++FH+H+H TO PROPOSED TRICKLE PAN ABOVE STA 10. 70.91 RPAN +H�+H+H1iMEE{HEF1}iHH++HHHHN 6 EL 94.71 PAN R PAL' FL PAN R PAN Z. PIN PROPOSED STORM DRAIN NY N {869.]6 EYR9E. 9a.10 FL PAN EX 93,83 EX 93,30 92.95 EX 92.76 6 RPAN FL PAN RPAN Nv. GILT = eag966 EX 94.07 FL PAN E%. 91.77 Ex. 91 57 EX N.16 LEGEND --- - - --__. EX. 91.97 EXISTING SANITARY SEVER MANHOLE 1910 - - ExlsT SANITARY SEVER PIPE J EnSTNG OVERHEAD ELECTRIC i FI MI EnSTNG WATERLINE W > ^ R ® PROPOSED STORM SEWER MANHOLE Z J W3p- s V n EIRSF IVIG STORM SEWER MANHOLE WEANHOLE a ICY ? Ens1NG AREA POET %900 C Z •F I a ee$ii F MR-00LIN PROPOSED STORM SEWER PPE I aS 011 m EVISTNO STORM SEWER PIPE a Ez.. B✓3 i�Es; PR _SCALE HORIZ, r•50, NOTE: AFTER PIPE INSTALLATION IS 100 YR HIx VERT, T'•G' COMPLETE CONTRACTOR SHALL GRADE DRAINAGE SWALE TO SUBSTANTIALLY MATCH EXISTING AND RECONSTRUCT THE CONCRETE TRICKLE PAN REMOVED FOR -- - - - - - CONSTRUCTION. PAN SHALL BE INSTALLED 56965 LF 30• CLASS v PIP a o.4 - - - - --- -- - _- _ TO MATCH EXISTING IN HORIZONTAL AND 6192 IF �'J7 - - - __ _ _ _ n CLASS oSSY RCP ` 30' CLASS v -- - -- - -- -- -- — n VERTICAL LOCATION. f7i 0 - -- -- - - - I — z n I i IDFOO 11.00 12.00 13.00 11400 p --CAUTION-- CONTRACTOR SHALL MAINTAIN 15' MINIMUM CLEARANCE FROM OVERHEAD POWER LINES. (LOW POINT OF SAG ESTIMATED AT 26' OF CLEARANCE WITH CURRENT POWER LINE TO EXISTING GROUND ELEVATION. INFORMATION PROVIDED BY PLATTE RIVER POWER AUTHORITY; NOT VERIFIED BY NV5) - o 15.00 16.00 17.00 16e00 19.00 20.00 �W QW 1 I••M . m N City of Fort Collins. Colorado UTILITY PUN APPROVAL OV Eup1Hn Ate CHLCk LLI EST _ T.Mr If9•.M•.t" I:IiIiIF Ate CHECKED HY: 1T �l� U 1 -02 qFIWe1Mr Lim, CHECKED BY: Rrb k WeereAUox _- Ate SCA E IFAIxaA r-s CHECKED BY: .._Ale .owlr r:s7' CHECKED BY: _ UVS"" D.L. b I 1 �f Y >f �pgpl ai EXISTING -'-,T- IS STORM PIPE I EXISTING ---�`- 36' STORM PIPE iU LURE / IB_ R.O N I APPR LOCATIONMK 42' SANITARY SEWER WIN 3 - 5' MANHOLE STA 21+7021 I RIM: 4891 20 W 4 - 5' MANHOLE 1 INV. IN 4aM.26 STA 27f12.37 I3 INV. MIT - 4898.16 KIM - 4889.43 SHALLOW DEPTH RAT NV N-4884.N TOP MANHOLE SEE NY OUT - 4a8434 DETAIL SHEET DTO1 SHALLOW OEPTH RAT A1TH ECfENTRTC OPENING I TOP MANHOLE SEE TO THE NORTHEAST OEIAX SHEET OTOI WIN ECCENTPIC OPENING TO TIE SOUTH _._ - -. _ - - - - - �L-PAN♦- - _ _ R PAR EX 90. 31 (- - EXISTING 80'X42' 1 Ex. 92.03 5722 Lf 5 AREA INLET R PAN FL PAR 10 �• POP NM - 48M 34 EX 9115 I EX 89.90 I 0 0..70X INV. OUT - 48a4.N FL PAN 0 R PAN PL'J �-+ A I EX 9D-TB EX. 84 33 �-� . . —A IT {}Ht#}i4i1}I i11fE%9P el IIItHIf/IHNHifI}}FI}HfiFH11N}}HHN/}I}Y1H 11 HIH HITIHH-}}Hi}H`?H}HI/IHHL}H}}}ff/4N+F4 HIHf}N!1!{14F}/4�141!4411#44­ NHff/HIH R PAN R PAN R PAN R PAIN FL PAR R PAN EXISTING Ex. Intl EX 89 eb EX. 89.67 EX, 88.89 EX 88.31 EX 88.12 6 24'X38' 643 lF F. Pµ STORM RPC EX 90.10_ ry Pon 3 n T e yl m NI(p(fi{D SIQW 5Lf01 Pp[ Is Y,H11 025 M EltAN iY{ AT NMR1 I L91 APF77iATE 0• LOCAiMMK�MMOF UTILITY CROSSING 42- SANJTARY SEWER TOP. 82.10 30' PCP OP. 03.N 15, CUEAT �bJ EXISTING STURM WINNOLE RM - 4990.Do Ii I�! Q w NV - 4804 29 42 SA MANE LOCATION OF I E>OS1NG SE SANITARY ;o/ I SEWEW APPIROXIMAIE LOCATION OF EXISTING SAMTARY SEWER LR/ s r STA 28406.85 PM - 4889.50 INV IN -488415 INV our - 4884.05 iF ENP0-it� LEGEND, Qy Eeaj IQ EXISTING 2' TRICKLE CHANNEL Q2 EXISTING CONCRETE HEADWALL A i Q EXISTING OVERHEAD UTILITY POLE ® EXISTING HIGH VOLTAGE POWER LINE POLE pp WITH 7' DIA. CONCRETE FOUNDATION Q5 EXISTING HIGH VOLTAGE POWER LINE POLE WITH 6' Of A. CONCRETE FWNDATION © EXISTING RAILROAD TRACKS . E EXISTING BARBED WIRE FENCEEXISTING lT CHAIN LINK FENCE �p�(EXISTING WROUGHT IRON FENCE +/alrM ® EXISTING WOOD FENCE Q EXISTING FIRE HYDRANT H ® EXISTING WATER LINE W u EXISTING ELECTRIC VAULT ® EXISTING SANITARY SEWER MANHOLE EXISTING CONCRETE SIDEWALK '^ j V, ® EXISTING EDGE OF PAVEMENT O w Er �i OUSTING EDGE OF DIRT ROAD a Lu ® EXISTING BUILDING LL r 2 J FUTURE ROADWAY CURB AND GUTTER W REMOVE EXISTING TREE J °d O t © REMOVE AND REPLACE EXISTING U Z 2' CONCRETE TRICKLE CHANNEL Q O_ AS NECESSARY TO INSTALL PIPE. CONSTRUCT NEW PAN AT d Z ® EXISTING PAN GRADES. NOT USED LU Q ED ® NOT USED } Q Z NOT USED Z Q ® REMOVE ONLY NECESSARY PORTION Z d OF EXISTING TRICKLE PAN LEADING Q NORTHEAST FOR CONSTRUCTION AND REPLACE FOR SMOOTH TRANSITION TO PROPOSED TRICKLE PAN ABOVE O CcW PROPOSED STORM DRAIN / 1 H 3 V (0 W a� Y LEGEND z EXISTING SANITARY SEWER MANHOLE W (r V -- - --- EXISTING SANITARY SEWER PIPE O 2 EXISTING OVERHEAD RECTNC EXISTING WATERLINE fY Q (f) Im < ® PROPOSED STORM SEWER MANHOLE (FA PROPOSED STORM SEWER FE.S Q ~ 2 LL EXISTING STORM SEAER MANHOLE J Z EXISTING AREA INLET 65 W t=_me PROPOSED STORM SEXER PPE EL < EXISTING STORM SEWER PIPE I', W _AUTION-- CONTRACTOR SHALL MAINTAIN 15' MINIMUM CLEARANCE FROM OVERHEAD POWER LINES. LOW POINT OF SAG ESTIMATED AT 26' OF CLEARANCE WITH CURRENT POWER LINE TO EXISTING GROUND ELEVATION. INFORMATION PROVIDED BY PLATTE RIVER POWER .'OITHgPITY; NOT VERIFIED BY NV5) NOTE: AFTER PIPE INSTALLATION IS COMPLETE CONTRACTOR SHALL GRADE DRAINAGE SWALE TO SUBSTANTIALLY MATCH EXISTING AND RECONSTRUCT THE CONCRETE TRICKLE PAN REMOVED FOR CONSTRUCTION. PAN SHALL BE INSTALLED TO MATCH EXISTING IN HORIZONTAL AND VERTICAL LOCATION. City of Mort Collins, Colorado UTILITY PLAN APPROVAL APPROVED:-_ _ CILT [npiuTX — Dste CHECKED BY: tMNI k PAIMI4INI NMIry pW CHECKED BY: _...- BINWWAMX Utility pb CHECKED BY: PMIo A RHs+e41WW pte CHECKED BY: .__ -. _- __ pM CHECKED BY. pM UT-03 SCALE Ml1YX. •- y rObIJIt4 1'� y' WRH MH 4 - V LIA STA 274 RIM-41 NV N -41 NV OUT - 41 MAIIOW BIRTH M11 5 NY WIN ECC T 26♦O] L V 11 ills + i I S I 21 EASING STORM MA%HOU:- EAR G TR4 88 4673 ? AREA INLET /ice APPROXIMATE EASING ' IWY 4686-Sa IOCATgM OF` 36" STORY NM e rl W OUT 4ps{.54 E1PSllllfi 16 3 1•/ 42• SAMTMr f I 15 SERER IS 11 12 11 15... rcnsnw ' _--t- —_ _/ 24•R3e 7 STORM A I ' e APPROXIMATE LOCATION OF EASTING 3 SANTARV SEWER MH I 64.46 LF 30- CLASS RCP 0 op; �1'W J 27100 28.00 _1 APPRoxMIR1E IOCancw a 42 STAG SESaNiTAR SEWER EASING MRL MANHOIE RA. 4610 % CL MH AV - 4684. 29 419 OR ..f- 51LjRP-PT DRIVE L 442t LF 3W RCP MH 6 - S" MANHOLE - O 0352 STA 3244&38 RM . 4I88 58 NY N-4882.49' NV OUT - 4U2.39 Will ECCERTRICTHE SOUTH 0PF14XNc ro "A LF 30• ROP 0 O3OX INCLUDE 6' 30• FES 30• FES I STA 33 01.14 NV OUT - 4882 23 I i qY J NI•TCK .410ARx16 PpNWy Stop• 4V PK 5 W11M 0.35' Q [YSiMS ¢t5y YR.W Wf AT MMRi K RP( I 100 YR HGL --- — -- — - - 44LS3 IF 30• R 29400 ba00 --_ -. 31400 EXISTING 15' STORM PIPE T 'r— tea. t 1111 - EASING 36- STORM PIPE NV. 48B 02 EXISTMIG 'sxuwX Paw• TYPE 'M' BURIED RIPRAP 10' W x 10' I X 2 0 6' LONG 30' us 0 0.30% TYPE 'M' SURffO RIPRAP 10' IN 10'L X 2'0 32♦00 33400 LFGFND r a.: EXISTING 2' TRICKLE CHANNEL, EeE! Q EXISTING CONCRETE HEADWALL Q3 EXISTING OVERHEAD UTILITY POLE 40 EXISTING HIGH VOLTAGE POWER LINE POLE WITH 7' DIA. CONCRETE FOUNDATION F 05 EXISTING HIGH VOLTAGE POWER LINE POLE sEl. {it' WITH 6' DIA. CONCRETE FOUNDATION eI¢ 27 © EXISTING RAILROAD TRACKS LaEE (2) EXISTING BARBED WIRE FENCE I gill 0 EXISTING CHAIN LINK FENCE Q9 EXISTING WROUGHT IRON FENCE _ Q� EXISTING WOOD FENCE 0 EXISTING FIRE HYDRANT 0 EXISTING WATER LINE W '� 0 EXISTING ELECTRIC VAULT W ® EXISTING SANITARY SEWER MANHOLE. 0 EXISTING CONCRETE SIDEWALK 0) 'O 0 EXISTING EDGE OF PAVEMENT w 0 EXISTING EDGE OF DIRT ROAD L J 0 EXISTING BUILDING r _ FUTURE ROADWAY CURB AND GUTTER LL. REMOVE EXISTING TREE Cc on21 Z REMOVE AND REPLACE EXISTING `/ Q CL 2' CONCRETE TRICKLE CHANNEL AS NECESSARY TO INSTALL Q1 PIPE. CONSTRUCT NEW PAN AT inZ EXISTING PAN GRADES, NOT USED LJJ Q 0 ® NOT USED } -cc Z NOTE. AFTER PIPE INSTALLATION IS NOT USED �— COMPLETE CONTRACTOR SHALL GRADE REMOVE ONLY NECESSARY Z CCJ DRAINAGE SWALE TO SUBSTANTIALLY CL MATCH EXISTING AND RECONSTRUCT THE N EXISTING TRICKLE PAN LEEADINGASING NORTHEAST FOR CONSTRUCTION AND 0 CONCRETE TRICKLE PAN REMOVED FOR REPLACE FOR SMOOTH TRANSITION O ¢ W CONSTRUCTION. PAN SHALL BE INSTALLED TO PROPOSED TRICKLE PAN AeoVF W i.- TO MATCH EXISTING IN HORIZONTAL AND PROPOSED STORM DRAIN. U W VERTICAL LOCATION. Q L LEGEND EASING SANITARY SEWER MANHOLE W En E u EASTNG SANITARY SEWER PPE 0 O EXISTING OVERHEAD ELECTRK CL I„• EXISTING WATERLINE Ry Q v) t ® PROPOSED STORM SEINER MANHOLE 1.L U DD PROPOSED STORM SEWER FE S Q ~ b- FASTING STORM SEWER MINHOLF J Z PROFILE SCALE ENSTNG AREA INLET O MORIZ: T•60 ME-soLm PROPOSED STORY SEWER PIOE d � 6 VERT.: E•5' m m m EXISTING STORM SEWER PPE Q � g --CAUTION- CONTRACTOR SHALL MAINTAIN 15• MINIMUM CLEARANCE FROM OVERHEAD POWER LINES. (LOW POINT OF SAG ESTIMATED AT 26' OF CLEARANCE WITH CURRENT POWER LINE TO EXISTING GROUND ELEVATION. INFORMATION PROVIDED BY PLATTE RIVER POWER AUTHORITY; NOI VERIFIED BY NV5) City of Fort Collins, C01orado UTILITY PLAN APPROVAL APPROVED: -- Ole Emmert Deb, CHECKED BY: few 6 ENA t,, Ot81tT Date CHECKED BY- _ _ ----fir UT-04 Aam"tu 0MIt3 CHECKED BY: Poo & h 11= Ate Atr CHECKED BY: Ae r�LXXAa CHECKED BY: Ale DVBOHA >9JtJf I '0' TYPE R LF 1 S7111+0211 _ 1033 —took IF If RCP ' / i 24' RCP SDMH ' 3 I Do STA ID+HIG+o OOE O I IN CLEAR i I 8" WATER T.O.P. - 97,32 18" STORM INV - SIM > 1.5' CLEAR 8" WATER T.O.P. - 96.69 24' STORM WV - 98.19 Vi i f- s I SDU11M 1 5' MANHOLE p , - I I I STA 14401.37� I I I .- INLET 4 to' TYPE R STA 12+02,45 1 34k LE 4' RCA I, INLET 5 DUAL 10' TYPE R STA 13+3667 I - II 630' 53 RCP LF 1 II II — I ( I I , i � I i I ' L` z58 b,.�o ggm 1" �X i m^i� z.s w m 1+ o A+q �, g�sb-tdmm •OY w 1 lim♦ +Ov3F �P < 1 ♦ 0 yyyy w —YZ I +a in t i-m_» + r YS� 5<3_»> ry FZ YS� 'P S r iy� Iiz a___ 49,p z'-W z _z <wzz r, z z 100 YR HGL r 100 YR HGL O DEFLECT 9 J WATER ONE WATER CROSSING ENCASE SEWER 10' EACH SIDE a WATER LINE OR 'EZ' 4890 WRAP OR SIMILAR PRODUCT SEE DETAIL SHEET DTO1 10+00 11+00 12+00 I1+00 I/+00 Ao/EA1[a7E.TOYB IaW71LIL• 7'-T AO�PFN-' 2'-SP IF 4900 L 22-29 IF 8" RCP O 5.52A B' SANITANT SEWER LINE WATER CROSSING 4890 ENCASE SEWER 10' EACH SIDE OF WATER LINE OR 'EZ' WRAP OR SIMILAR PRODUCT. SEE DETAIL SHEET OTOI Y 10+00 I1+00 zu L5 T DEFLECT 8" WATER ONE YY�Y YY 12+D0 ' N T.S. 0 N o `^ vJ w W En 5 H_ Lit -_ N 'J `- E W Q < U 0 Ua Q �o LL Z Q Z J Z a cr Q Z LLI U 0w W w� o a to 1 mee - l9 n Q J -' g J " 0 W LEGEND a a _ EXISTING WATER VALVE - - EXISTING FIRE HYDRANT �Rp EXISTING SANITARY SEWER MANHOLE $ EXISTING CLEAN CUT $ EXISTING 8' PVC SANITARY SENEF PIPE [ EXISTING WATERLINE W G > 1' • PROPOSED CLEAN OUT F uj _. -- - PROPOSED 8" PVC SANITARY SEWER PIPE. � S EXISTING FIBER OPDC LINE , y ^ ' q -- ------ PROPOSED WATERLINE PROPOSED STORM SEWER Samoa Malawi PROPOSED ADS ROOF DRAIN Ld c -T PROPOSED FIRE HYDRANT Z N PROPOSED WATER VALVE 1 PROPOSED SANITARY SEWER MANHOL 0 PROPOSED STORM SEWER MANHOLE o 3g ^e City of Port Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Date CHECKED BY: Water k Waateeater UWRy Dale CHECKED BY: SD02 Slmm.W Uwtr Ate CHECKED BY: pWb k Srmeetwm Ate 54 SCALE "n CHECKED BY: _ Ate ,r.e' mmuw W.�'. x, CHECKED BY: Ate OV00484 F C2 A3 A2 A g AS taz 0 / 1 I I I I __J �X�N ate; ft H i S 1 m.0 sEcyroxAA sEcrrox s.e y� b r¢ q SECTION W me axum CIA VIA Irm WATER QUALITY OUTLET STRUCTURE IN Y OF FORT COIlIxR BT vc DETAILS p �( T FiWf ins R ('A5111n STORMNATECON RUCTI1 ON �J!^e•'�_e.o. aox ER roCOIJUN ar M. I (990) 221-e700 m ILL A6 COMcJAL Al LEGEND BASIN DESIGNATION %IL% xy 10I 'CC1' COEFFICIENT BASIN AREA 10I 'CC1' COEFFICIENT _ w m BASIN BOUNDARY ® DESIGN PgNT — —Sao— — ESISONC 1' CONTOUR —�Ixo-- EnSRNC 5' CONTOUR —APA— PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR OPROPOSED SILT FENCE / O PROPOSED STRAW BALES 1� II / 1 CAI CROSS— M 1 --- BI 129 1� 132 Ii I IIII II R, E>i� —� 1111_���yy, � �� f Ilo.. •- 1 i mRmIR�1R111111R Q i I i ]s � ' - V 1 beC � rW M1 City of Fort Collins, Colorado UTILITY PLAN APPROVAL / APPROVED: L5� RIGoR ab CHECKED BY: 1Alu Y /ulnller RBSy MM CHECKED BY: Rlorunur UBlity DAte CHECKED BY: Pub k RImeoti90 DI CHECKED BY: DI CHECKED BY: F, fA N Z W w vJ Z w W_ cc Q H- a m w J °° O No Q a p LL W U 0 Z Z O Z oO � CC O Lc w U W Q coZ as � W W Z)< 0- z_ s /� LL ¢ Q J Q J F Q ? o a w o � M1 DR-01 _Ir.N. r•xx MRZMTN.' 1'•w' No Text t o I 12 r — $I r I & I I� II a I I T / i —_ N.T.S. S - --- W y a LARIMER COUN ASU FROMM TRUNCATED 0 TY LEGEND LL z z —,o-- PROPOSED MINOR CONTOUR 0 Q —,M°— PROPOSED MAJOR CONTOUR 0 d EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR DUVALL (SPILL) CURB k GUTTER Z 6 V INFALL (CATCH) CURB E: GUTTED Z PROPOSED SPOT ELEVATON = F 0 .Im'N EXISTNG SPOT ELEVATON Z Q PROPOSED EDGE OF WALK ELEVATON O V 00 moms 1. UNEESS NOTED OTHERWISE. ALL SPOT ELEVATIONS REPRESENT ELEVATIONS AT ROW. SURVEY 2. EXISTING TOPOGRAPHIC DATA FROM 1 . 1 • .. w O SURVEY NOTEE 3-14-2004. R N, 3. PROPOSED GRADING SHOWN IN THE LARMER 2 COUNTY MIDPOINT CAMPUS STORM SEWER Q j OUTFALL SET OF PLANS IS SHOWN AS EXISTING J "WITHIN THIS PLAN SET. CE J LL IC4UJI OC ( r. 4y OC r $ t ,.. V �E z >�� � �yyyyyy�yyyy 11 S City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City ftneu Date CHECKED BY: law a aaiMmow Dtaity Deb CHECKED BY: CHECKED BY: swr MIr Duty Pane a PaTeaVm ak Dak GR02 64 A CHECKED BY: Dek NHIrC.LL r-.fie x(PoIbIML r. w' CHECKED BY: Dale OVS0484 e a Li L JOINT LARIMER COUNTY ASU G ''S `G\11y,�.✓'(�, \ �\ pro ` \ I II \\ \ \x \ I 1 1 1 \ \ \ I 1 I I\ \ LARIMER COUNTY ) $ DETENTION FACILITY i, +\�\ (SHEET GR-06)==49oe' 11 1 I I 1 1 1 1 1 1 I I 1 1 1 1 1^ 1 I 1 I 11 \ 1 I 1 1 1 1 \ I I I / N.T.S. & c co _W a U e � Q r LEGEND L Z 0 Z a —eeos— PROPOSED MINOR CONTOUR —.na— PROPOSED MAJOR CONTOUR d J - — - EDSnNG MINOR CONTOUR Q d - - EXISTING MAJOR CONTOUR c c 0 a CUTPALL (SPILL) CURB 6 GUTTER INPALL (CATCH) CURB h GUTTER PROPOSED SPOT ELEVATION = F Q •I m EXISTING SPOT ELEVATW Z •n PROPOSED EDGE OF WALK ELEVATION O D U 00 NOTES. 1. UNLESS NOTED OTHERWISE. ALL SPOT 2 ELEVATIONS REPRESENT DEVATONS AT FLOW 3 2. EMSTNG TOPOGRAPHIC SURVEY DATA FROM SURVEY NOLT 3-I4-2OOa W C c Q I PROPOSED GRADING SHOWN IN THE VJGMER i COUNTY MIDPOINT CAMPUS STORM SEWER Q 6 OUTFALL SET OF PLANS IS SHOWN AS EXISTING J WITHIN THIS PLAN SET. J w w a V LdW w- '` wt a= Q� \ LmeN-m n City of Fort Collins, Colorado UTR.FFY PLAN APPROVAL �\ t APPROVED: car &I Dmf CHECKED BY: Ester k lluleaeter DWiIT Dete 1 CHECKED BY: 1 Ra mNaw DwW D. CHECKED BY: FeeYe t Pmntim Dale GR03 B{ LCALE x�m zaru: I:zoT CHECKED BY: Date CHECKED BY: Date xw tIVRFLLFLL NZ:��—�IIYpITIII�¢P6 RtE2ag VE REMOAND RECONSTRUCT 'J'\ pl 'f6itlA6£8p EVSTING SIDEWALK OOP TTTiIJ"4g.�V.�V l I p Y 4 a588=LLL o 4": RECONSTRUCT HANDICAP RAMP I TO MEET PROPOSED GRADES. I g, g$ BROMIDE TRUNCATED OWES EpS E. S� ei£g `00�` Q 1 �7 m 6a -3a `a5 S,gS Jn' wanra N.T.S. R 9 b MATCH S p 0 — EfOBING �� i g I ONE UP TO STING I co I / SIDEWAL CHASE 117 I LW I ASD BUILDING SAWCUT AND REMONE I gaJ I EMSTNG ORB AND FF = 4909.75 I SIDEWALK TO CONTROL J NT I -. CL MATCH EXSTING Q F 9 GRADE AT DOORS GRADE FROSTING GRADE AT DOORS , LEGEND LL? Z —nos— PROPOSED MINOR CONTWR Q Q LARIMER COUNTY o— PROPOSED MAJOR CONTOUR am j Q f1 g - `Tg — EXISTING MINIM CONTOUR R -_I DETENTION FACILITY ?. , - — - E%ISTNG MAJOR CONTOUR OTFALL (SPILL) CURB a GUTTER y INFALL (CATCH) CURB a GUTTER Z d` 10 �° I��I ' PROPOSED SPOT ELEVATON = 1—• Q a •rm'1 EXISTING SPOT ELEVATON Z Q NOTFc y PROPOSED EDGE OF WALK ELEVATOV O O 04 333.. I MATCH ' 1. UNLESS NOTED OTHERWISE. ALL SPOT I EXISTING P-EVATWS REPRESENT EI£VATIWS AT BLOW. cc W BROMIDE TWV 4•%ate OPENINGS FOR DRAINAGE $ 2. EXISTING TOPOGRAPHIC SURVEY DATA FROM W SURVEY NOTTE 3-16-2004. c C BOTTOM OF OPENING a C G ek E5,- 09.63 ��a %N� I ], PROPOSED GANGING SHOWN IN THE LARIMER L_ •9p9 0 �oA^a b 1 �� COUNTY MIDPOINT CAMPUS STORM SEWER Q 6 J WTFALL SET OF PLANS IS SHOWN AS EXISTING J WITHIN THIS PLAN SET. NIB I X 6 9 Po CK a .Y /A^^Iq - \ k' 4t6 P'A Ix I gy I/1 a g A 9 W My 1 >w k'= 4BQ1 b e x 4•A RINSE HE 5 - $e ��49 e City of Fort Collins, Colorado UTILITY PLAN APPROVAL (SHEET G R-0 7) APPROVED City Emaimeer paw N OIFc (REN9CHECKED BY:ON ]L laka taetenkr pIWW pate I. REMOVE EXISTING PAN. CHECKED BY: 2. INSTALL NEW e• CURBED PAN BEGINNING Sto meter Utility Uete GR05 420 WIDTH AND REDUCE DOWN TO MEET 24' SIDEWAUX CHASE ]. REGRADE ADJACENT LANOSCAPINC i0 RAISE CHECKED BY: GRADE AND MATCH TOP OF CURB. Peek W Remuliea psis BE Ev{ En 4. PROPOSED FLOWLINE GRADES APPROXIMATE. SCALE MATCH EXISTING 4DEWW AND PRONDE 6' CHECKED BY: NPACu: CURB FACE. pate EURZW4L f=A' CHECKED BY: xe NUMBER LU (SHEET GR-03) A.— _x i p9 F ------------- ==■ N.T.S. PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR — — EXISTING MAJOR CONTOUR DUVALL (SWILL) OURS k GUTTER NFALL (CATCH) MRS a GUTTER m. PROPOSED SPOT ELEVATION •per EXISTING SPOT ELEVATION •p PROPOSED EDGE OF WALK ELEVATON MOM T. UNLESS NOTED OTHERWISE. ALL SPOT ELEVATIONS REPRESENT ELEVATIONS AT ROW. 2. EXISTING TOPOGRAPHIC SURVEY DATA FROM SURVEY NOTEE 3-I4-2004. 3. PROPOSED GRADING SHOWN IN THE LARIMER COUNTY MIDPOINT CAMPUS STORM SEWER OUTFALL SET OF PLANS IS SHOWN AS EXISTING WITHIN THIS PLAN SET. L I h,ee - m R City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: city ho� DNe CHECKED BY: 1Mu a Tutertw Utiaty Deb CHECKED BY: Stum"W Duty Date CHECKED BY Pub W 2emesliou -Date CHECKED BY: Date S� 6 w W y � a J m � ¢ U � a� Z 0a 0 J c_a G D 1 13 O U o0 U K w WM u E J g w o: W6 6 1 GR06 lw � SCALE WWW /c HMIIW A4 I'-x CHECKED BY: 305________________��- --x —x —x A --------------- 95 I I LL I _______________- I / L / � I EXISTING FJ i � _—_ _ �__-yy�_Jy_�_/_ _ _ > U •�q I lilts g_agNpp sps� -aria gH oa sari _ 11m;i N N.T.S. e 0 C w W CIO E r_ a m Q O U � Q � LEGEND LL Z Z nm— PROPOSED MINOR CONTOUR 0 Q —.sio-- PROPOSED MAJOR CONTOUR ` Q d — — — EXISTNG MINOR CONTOUR r — — EXISTING MAJOR CONTOUR 0 OUTEALL (SPILL) CURB k GUTTER Z MFALL (CATCH) CURB W. CUTTER PROPOSED SPOT ELEVATION r EXISTING SPOT ELEVATION O Z Q w PROPOSED EDGE OF WALK ELEVATION :3 cr U 0 NOTES; U 1. UNLESS NOTED OTHERWSE. ALL SPOT ELEVATIIXIS REPRESENT ELEVATIONS AT FLOW. cr C 2. EXSTNG TOPOGRAPHIC SURVEY DATA FROM W cWc U SURVEY NOLEE 3-14-2004. < [C w 3. PROPOSED GRADING SHOWN THE LARIMER CC COUNTY MIDPOINT CAMPUS STORM SL Q WTIN SET OF PLANS IS SHOWN ASS EXISTING J WTNIN THIS PLrW SET Q 0 Jall o W6 6 ggyy 6 Z� Inch City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: city b&W Date CHECKED BY: Waler W Ttllaatlef OWity Dote CHECKED BY: s`arm"urDWiti a, GR07 CHECKED BY: PVYe W Becrea4oa Date CHECKED BY: Date Raazarru.r'-M' CHECKED BY: _„_F_, �5 ar a�A ! `fig r s.ar ay / 1 I ©LARIMERCOUNTYSHERIFFS %N.T.S. q i itOFFICEtill€ill P"...c ©co cn e Rip Ul bb / s Ry I O / �� L ? Z V�' — —49 I `A' / � -�--� �� -`II/ / �'A./�/ /1 1 ` \ / / LEGEND Q Q -x1� PROPOSED MINOR CONTOUR 04 / —_ , `•Pl �yoE,`i 1190 MAIJNOR R CONTOUR Cl. >0 a 0�4 lam/ , 1 i 9O�_/ ` Ji' ©f O� EXIOPOSETNG NTOUR 1 � ��/ w� ' T 1 � ` - — _ EXISTING MAJOR CONTOUR OUTFACE CURB C W111 © X / / (SPILL) & WTTFR Z i� / ld' 3j p `\ a INFALL (CATCH) CURB a GUTTER } r9 \ PROPOSED SPOT ELEVATION = F Q / O I 1 8 •1^'N EXISTING SPOT ELEVATION OL Q I \ S .w PROPOSED EDGE OF WAIT( ELEVATION O cc NOTES. "•. �' :.. / \\ `9 `��_ 9y-________� Y90j \\\ \\VM\ , ' 1. UNLESS NOTED OTIERWISE, ALL SPOT ELEVATIONS REPRESENT ELEVATORS AT FLOW cr cc j R / r:• -- '�i �`g�j `� \\ \ 2. EXISTING TOPOGRAPHIC SJR DATA SURVEY NWTE y w c U ' �, S \ \ Sql 14-2004.IV c ¢ w 04 ce O o g 1 \ IL w Syr ® _ 9�b a✓ \ y \ W i CC 1 w AI � �LL A C W \ 1 moe - m IT I I I \ City of Fort Collins, Colorado / IF \ UTILITY PLAN APPROVAL APPROVED: City hponr Date CHECKED BY: —_ _-----. _—___---_ _______________________> ______________________________________________—�� \\ Tatar k yuteaater MANY Dale �� CHECKED BP A Sturmnler Utility Date GR08 / CHECKED BY: 6 PI 4 IRIURR iae Date CHECKED Br. WRIItlI: '_./ Dale 1avvwru: l•-x CHECKED BY: N Dale DV80/84 —1— I u 3' CONIAETE I / p TRICKLE CHANNEL J AT oKT — — — — — — — — — SEE DETAIL g - � SHEET DT01 i INSTALL 6" WCE CONCRETE CAP OVER W STORM SEINER EXTENDING 50' ALONG STERN PIPE EACH SCE OF EXISTING POWER POLE, THICK CONCRETE CAP �LLl O.C. EACH DIRECTION STERN SEINER 6' BETIDE AGGREGATE MATERIAL BETWEEN AGGREGATE MM"TION R SEWER PAIN 49' CLIA% V RCP 3.0' —}— 3.0' �- CONCRETE CI" DETAIL N.T.S. EW-4ffANffiWkMFWr0Ar IRA i i $xj 100 YR HIM j 4900 z _ �• MSSyI—!� -t O O�OX�j BLONG G8' i s W LONG e890 O 0.60% Wig' EEi O 0.60% TYPE 'M' BURIED RIPRAP 10-AX 1O'L X 2'D A690 10+00 11+00 NOTE: AFTER PIPE INSTALLATION IS w• RIPRAP COMPLETE CONTRACTOR SHALL GRADE X 10' L X 2' o DRAINAGE SWALE TO SUBSTANTIALLY MATCH EXISTING AND RECONSTRUCT THE —fit— CONCRETE TRICKLE PAN REMOVED FOR CONSTRUCTION. PAN SHALL BE INSTALLED TO MATCH EXISTING IN HORIZONTAL AND VERTICAL LOCATION. --CAUTION-- CONTRACTOR SHALL MAINTAIN 151 MINIMUM CLEARANCE FROM OVERHEAD POWER LINES. (LOW POINT OF SAG ESTIMATED AT 26' OF CLEARANCE WITH CURRENT POWER LINE TO EXISTING GROUND ELEVATION. INFORMATION PROVIDED BY PLATTE RIVER POWER AUTHORITY; NOT VERIFIED BY NV5) PROFILE BCALE HOER.: 1'•60' VERT.: T•5' LEGEND ��Ea 10 EXISTING 2' TRICKLE CHANNEL Z2 . Q2 EXISTING CONCRETE HEADWALL E 9E Q3 EXISTING OVERHEAD UTILITY POLE; ® EXISTING HIGH VOLTAGE POWER LINE POLEb-� WITH 7' DIA. CONCRETE FOUNDATION sea @ {fpX6 05 EXISTING HIGH VOLTAGE POWER LINE POLE A`�g S35 WITH 6' DIA. CONCRETE FOUNDATION l�bE © EXISTING RAILROAD TRACKS;; Asa 07 EXISTING BARBED WIRE FENCE gill Q EXISTING CHAIN LINK FENCE E'" AtlunrT Q9 EXISTING WROUGHT IRON FENCE N ® EXISTING WOOD FENCE ®1 EXISTING FIRE HYDRANT Z ® EXISTING WATER UNE L j ® EXISTING ELECTRIC VAULT ♦� W 3 ® EXISTING SANITARY SEWER MANHOLE CO > 8 ® EXISTING CONCRETE SIDEWALK 0 F ® EXISTING EDGE OF PAVEMENT ui Cc CL W © EXISTING EDGE OF DIRT ROAD J ® EXISTING BUILDING — LL FUTURE ROADWAY CURB AND GUTTER J ad O 1- REMOVE EXISTING TREE / 1 Z o ©1 REMOVE AND REPLACE EXISTING V Q a 2' CONCRETE TRICKLE CHANNEL d 2 AS NECESSARY TO INSTALL PIPE. CONSTRUCT NEW PAN AT LLI EXISTING PAN GRADES. Q NOT USED ® Q NOT USED � Z Q ® NOT USED Z ¢ d ® REMOVE ONLY NECESSARY PORTION z Q OF EXISTING TRICKLE PAN LEADING NORTHEAST FOR CONSTRUCTION AND O Cr cc REPLACE FOR SMOOTH TRANSITION TO PROPOSED TRICKLE PAN ABOVE U F 3 PROPOSED STORM DRAIN. rp W Q CA LEGEND fY i OS EXISTING SANITARY SEWER MANHOLE W � U - - - - - EXISTING SANITARY SEWER PIPE CQ W —E EXISTING OVERHEAD ELECTRIC L EXISTINGTERLMNE �y Q (n SSE ® PROPOSED STORM VER MPHHIXE {� 0 J IC3 PROPOSED STORM SEINER F.E.S. Q OD EXISTING STERN SEWER MANHOLE J ~ LLpGW J EXISTING AREA INLET O 6 m PROPOSED STORM SEWER PIPE d < m t1• EXISTING STORM SEWER PIPE Q PJ City of Fort Conine, Colorado UTILITY PLAN APPROVAL APPROVED: OV RP&m Dale CHECKED BY: u1r+rWlnal<r uDu/T Dale CHECKED BY: UT-01 NuunMr UWily 0ele CHECKED BY: Pule k &ttplum Dale 7 20W SCALE CHECKED BY: Dale w+ I'"s' Nar PL r-w CHECKED BY: Tale +® w DVWYRA No Text p, GENERAL NOTES I y I. SEE APPLICABLE UTILITY DETAILS ON SHEETS DTO1-DT03. 2. NO TREES MAY BE PLANTED N1HIN 4' OF GAS LANES _ 3. IF WATER IS TO BE SHUT OF, COORDINATE SHUT Off WITH CITY ENGINEERING AND WATER DEPARTMENTS. AND NOTIFY AFFECTED CUSTOMERS AT LEAST 40 HOURS PRIM TO SHUT OFF. 4. FIRE SERVICE LATERAL DEPTH MEASURED FROM FINISHED GRADE. 4.5' MINIMUM 5.5' MAXIMUM �'Pg 5. ALL D.I.P. SHALL BE POL)IMAPPED. 6. IRRIGATION TM TO BE POLYWRAPPED ON BUILDING SIDE OF METER PIT. IRRIGATOR DESIGN BY OTHERS. ). LIMITS OF STREET CUT PRE APPROXIMATE. FINAL UNITS ARE TO BE DETERMINED BY - THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WIN CITY / r STREET REPAIR STANDARDS. L 8. MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SEVER LINE AND WATER LINE IS 10 FEET. 9. ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 10. REFER TO SHEETS EX01-EX04 FOR INFORMATION ON UTILITY REMOVALS AND LOCATES. 11. MAINTAIN 4.5' OF COVER ON ALL WAIERUNES. 12. MINIMUM VERTICAL SEPARATION OF 18' TO BE MAINTAINED BETWEEN WAIER LINES AND SEWER UNES. DEFLECT ALL WATER LINES BELOW SEWER TO OBTAIN CLEARANCE. 13. ALL WATER MAINS SHALL BE CLASS C90G PVC WITH TRACER WRE. 14. VALVE LOCATIONS AT WATER LINE FITTING ARE SHOVM SCHEMATICALLY. VALVES SHALL BE MOUNTED DIRECTLY TO LEES, UNLESS OTHERWSE SPECIFIED. SHALL BE KEPT A MINIMUM OF 2' FROM THE UP OF GUTTER AND SHALL NOT OCCUR IN LONERINGS \2, ItEXIS' .HYDR REMO PLUG E TO XISTI e' IP WATER NE N 59)) 8 B'm' B' GATE VALVE STREET Li 11/Y N TAP VAULT METER 22 1/2' BEND W/ MN 5890.61 E 4516A9 6' GATE VALVE ----_______mot .o « B t Z2 1/2' BEND 951 IF W/TB, g us N M3).94 P E 451NA2 `♦ 1 22 1/2- BEND W/ TB N 5818.04 E 4620.63 IOE LF J ;\ B' PVC 8'X6' SWVEL 1FE 2 TAP W/TB � EN 501)." N Nil ).)1 E 4655.23 E 4645.23 ` I ft V- _ e PVD e %B WE I N 5812M E 4665.22 \ 18' D WATER T.O.P. - OL 6' SANITARY INV a 017 I I _ _ y0 LW r\ r C PROPOSED 3' OF WATER CONNECTOR PROPOSED 8' FIRE CONNECTION 11 LL . . . . s 5817.31 \ 46)5.22 I= 'CT B' WATER LINE OBTAIN LT CLEAR. TER T.O.P. - 96.69 ;RIRM INV . as III t t t I ABC BUILDING t t t I t � � J ill - e 22 1/Y BEND P,I W 10 C SB3235 E 4922.)3 22 1/2" D DEFLECT 8' WATER UNE W/ TO OBTAIN 1.5. CLEAR. N 5514. 8' WATER T.O.P. - 97.X E IR77 1R' i M INV . 9R R9 B'XB' TAPPING SADDLE AND CAM VALVE W/TB N 6292.79 E 5025J5 O aId N.T.S.am W COSDNG WATER VALVE O EXISTING FIRE HYDRANT 0 EXISRNG SANITARY SEWER MANHOLE • EXISTING CLEAN BUT EXISTING B' PVC SANITARY SENER PIPE EXISTING WATERUNE (� / • PROPOSED CLEAN OUT -0 PROPOSED 8' PVC SANITARY SEWER PIPE ` ----M --- FO EXISTING FIBER OPTIC UNE G -W- PROPOSED WATERLINE ® PROPOSED STORM SEVER 0 M M 1• PROPOSED ADS ROOF DRAIN DI PROPOSED FIRE HYDRANT NI PROPOSED WATER VALVE ® PROPOSED SANITARY SEVER MANHOLE ® PROPOSED STORM SEVER MANHOLE LARIMER COUNTY DETENTION FACILITY u City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: - car BoQoter Date CHECKED BY: Beter k Nealneter utility Dale CHECKED BY: s1•rMWater uuty Date CHECKED BY: Perk k Recreation Date CHECKED BY: Dale CHECKED BY: Date N 0 O N w W H a a m J Q W N a U �U- Q 1-0 LL Z li act- 0 F Q Z,Z Z �Q O Ja U 0cr U L11CC a cc I- z w w3 0 U c � G /F a 6 LL J Q O J 8a 6 6 WT01 IFx11Cu: r-v HOMATAL I.-M Ir-rr G V I _v/ I Wc PROPOSED WTIET A RIM UC 4895.W (ELE9 C) 1 W INV. OUT - 090.W (EIEV A) I (SEE DETAIL SHEET DROI) I I 1 I YN 2 - 5' MANHOLE 1 STA 18+20.59 RISE - 489279 INV. IN 85601 9 INV. ND - - 1H FLAT e rr EMERGENCY SPILLWAY I TOPMANHOLE SEE GRNNAGE TYPE NIWRIE0 RIPRAP R RAN R PAN DUAL SHEET DT01 I UTILITY EASEMENT "IIN% "' L X 2' 0 EX. B5133 WITH ECCENTRIC OPENING IX' "'� TO THE NORTHEAST "E— a L R PAN EX i3:A2G ROP E%. 9].95 1 O 0.]111E 1 aPµE 5 E E —E —E _E PAN 18 _ 1H4 A1M5 21 1 EX 93.95 yp! W ____ MH 1 5' MANHOLE 14 R PIN R PMI R PAN R PAN F. K RB.� 6 RP STA 10+700..94 6 =1Ft71 R PAN EX R 94AI� PAN Et9]"aS EX. R'9SJ0 4A o+� EILI INV. IN . 1689.76 iY-6`K EX 91,911V PAN INV. OUT - 4899.86 _ Ex. 9t8}9L. o"1 i 1 c O 1 ® 1 W 7 IS FL PAN UP EX 9201 ,D><Ax�1��-- R PAN m Soria »Y 010 _.. _• .—.. 1 _. _ a &&I aq _O J -� _ > tit MELLJN 49W 10o NIL VISO 2ID' OLASS V REP --C tUTIOt _ "ITOf NTA+N- 15 CLEA ANCEFROM OV RHEA POWER TIMA F LEAR NCE WITH T OWERLINE TO OUND ELEVATION.. +970 PROVIDED BY TE RIVER POWER J1;NF0MATION Al T1-Je%QITV' ERIFIE - - NV5) LOW — 10+W 11+00 12+00 1)+00 14+00 15+00 16+00 17+00 18+00 19+W 20+00 LEGEND 10 EXISTING 2' TRICKLE CHANNEL Q2 EXISTING CONCRETE HEADWALL 03 EXISTING OVERHEAD UTILITY POLE ® EXISTING HIGH VOLTAGE POWER LINE POLE WITH 7' DIA. CONCRETE FOUNDATION QS EXISTING HIGH VOLTAGE POWER LINE POLE WITH 6' DIA. CONCRETE FOUNDATION © EXISTING RAILROAD TRACKS 07 EXISTING BARBED WARE FENCE ® EXISTING CHAIN LINK FENCE Q9 EXISTING WROUGHT IRON FENCE ® EXISTING WOOD FENCE 01 EXISTING FIRE HYDRANT ® EXISTING WATER LINE ® EXISTING ELECTRIC VAULT ® EXISTING SANITARY SEWER MANHOLE ® EXISTING CONCRETE SIDEWALK ® EXISTING EDGE OF PAVEMENT © EXISTING EDGE OF DIRT ROAD ® EXISTING BUILDING ® FUTURE ROADWAY CURB AND GUTTER ® REMOVE EXISTING TREE ®1 REMOVE AND REPLACE EXISTING 2' CONCRETE TRICKLE CHANNEL AS NECESSARY TO INSTALL PIPE. CONSTRUCT NEW PAN AT EXISTING PAN GRADES. ® NOT USED ® NOT USED ® NOT USED ® REMOVE ONLY NECESSARY PORTION OF EXISTING TRICKLE PAN LEADING NORTHEAST FOR CONSTRUCTION AND REPLACE FOR SMOOTH TRANSITION TO PROPOSED TRICKLE PAN ABOVE PROPOSED STORM DRAIN. LEGEND SQ EXISTING SANITARY SEWER MANHOLE — — — — — EXISTING SANITARY SEWER PIPE -r EXISTNG OVERHEAD ELECTRIC — EXISTNG WATERLINE 0 PROPOSED STORM SEVEN MANHOLE PROPOSED STORM SEVER F.E.S. EXISTING STORM SEWER MANHOLE i� EXISTING AREA INLET m PROPOSED STORM SEVER PIPE EXISTING STORM SEWER PIPE NOTE: AFTER PIPE INSTALLATION IS COMPLETE CONTRACTOR SHALL GRADE DRAINAGE SWALE TO SUBSTANTIALLY MATCH EXISTING AND RECONSTRUCT THE CONCRETE TRICKLE PAN REMOVED FOR CONSTRUCTION. PAN SHALL BE INSTALLED TO MATCH EXISTING IN HORIZONTAL AND n VERTICAL LOCATION. JO zI LJ 21- aw N rme-eo rt City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: aty Blpanr Date CHECKED BY: later k lule%aler UWLLT Date CHECKED BY: 9brmmur Duty Dale CHECKED BY: PMb k Remratin Dale CHECKED BY: MIA CHECKED BY: ftu y t— LLI W N ui C cc F— 2 J J .a U. < U Z cc as L Z W Q Z Z II— Q Z CC Q W W U ww cr Q M N S �� SW L_ d O 3 Q UCE J � Z 0 LL d � a Q R UT-02 WALL IINDOL Rmrwm: r•-sa• r,I w z Q 3 cl MN 3 - 5' MANHOLE STA 21+7D, RIM - "21.2 IIN - AaB6.26 INV.. OUT 4895.,E SHALLOW DEPTH MT TOP MANHOLE SEE DETAIL SHEET DMI WITH ECCENTRIC OPENING TO TIE NORTHEAST— — E%R9PAN MAS9 + — — — — 5 R PAN rM1PAR A , E% 90.78 ,6 - 7 ' (SHEET UT04)m III&G 3 _ IB \\ \1 I \_T�(WM PIPE \ 1 xl I No1L: IT w TICA-CASH G S7 c a RPE AT srmu 0Lw P vwE Is wlxx o. ss' 11 3 \ I�� a ccslwc sraa ortun nvc AT Nwer v nve. EASING \1 \\ r 36' STORM PIPE , 3 ; 8 FUTURE 16 \ l.� \ 1 19 R.O.W. 3 II t APPROXIMATE 2//yy LOCATION SANITARY OF _ ANICMSTNG \ it SEVER \ I C APPR11 ATE MH 4 - 5' MANHOLE I b.N LOCAOF UIWTY STA 27+42.37 3 45U9.43I` O' CROSSING NY SEWER INV OUT IN 4894.31 \5 3 I mm RCP B.O.P. 63.60 T.O.P. 82.10 SHALLOW DEPIN MT TOP MANHOLE SEE I / 9 EXISTING STORM MANHOLE GETAT MTH OCCENINIC THE SHEET NG 9 OMERX / CL MH IIN6VD��4864.29 572t IF---- ------ �� r A APPROXIMATE 14 L LOCATION OF E% 90.31 I EMSTAREA M LEY 1 /,yl // � IK 42S SAC AREA INIFT A \ / 1 1 42' SANITARY R PAN 10 2 0 0.30 flM ABBa.dflB + / \\I 1 8 SEV.FA E% 89_90 _ 3_ 3- _ _ 3_ - 3- _ _ 3_ __/��J�=WI 10 1 3 - - _ / 1 / /�I(,—APPROXIMATE ' _ 3 �i3. �. ` _I I% / SANITARY SENEflLOCATION OF SMXG -- __ _ fi. PAN P AN PAN RSJ4a9.97 m PAN FL PAN -EfC'®.1f4 F.PAN EX. W 12 ✓ENa G RPM Ex.q�f SPX' 10.,+ EFILX E% as s �EC 883T STORM MPE FL PAN E% gD,1014 FL PAIL CIA 94 APPROXI ATE / 30 LL V RC➢ Lop6 0.30X NTUR 12� I' T I 21+00 22+00 33+00 24+00 LEGEND 1Q EXISTING 2' TRICKLE CHANNEL 02 EXISTING CONCRETE HEADWALL 03 EXISTING OVERHEAD UTIUTY POLE ® EXISTING HIGH VOLTAGE POWER LINE POLE WITH 7' DIA. CONCRETE FOUNDATION 05 EXISTING HIGH VOLTAGE POWER LINE POLE WITH 6' DIA. CONCRETE FOUNDATION © EXISTING RAILROAD TRACKS Q7 EXISTING BARBED WIRE FENCE Q EXISTING CHAIN LINK FENCE 09 EXISTING WROUGHT IRON FENCE ® EXISTING WOOD FENCE ©1 EXISTING FIRE HYDRANT ® EXISTING WATER LINE ® EXISTING ELECTRIC VAULT ® EXISTING SANITARY SEWER MANHOLE ® EXISTING CONCRETE SIDEWALK ® EXISTING EDGE OF PAVEMENT © EXISTING EDGE OF DIRT ROAD ® EXISTING BUILDING FUTURE ROADWAY CURB AND GUTTER REMOVE EXISTING TREE ®1 REMOVE AND REPLACE EXISTING 2' CONCRETE TRICKLE CHANNEL AS NECESSARY TO INSTALL PIPE. CONSTRUCT NEW PAN AT EXISTING PAN GRADES. ® NOT USED ® NOT USED ® NOT USED ® REMOVE ONLY NECESSARY PORTION OF EXISTING TRICKLE PAN LEADING NORTHEAST FOR CONSTRUCTION AND REPLACE FOR SMOOTH TRANSITION TO PROPOSED TRICKLE PAN ABOVE i1I E ---- -- r — MH 5 - 5 MANHO E STA 26+0&85 I( -- RIM - 4589.50 INV IN -4 .15 INV OUT - 4884.o5 D7 m tt� EMSTING SANITARY SEWER MANHOLE EXISTNG SANITARY SEWER PIPE EXISTING OVERHEAD ELECTRIC EVSTNG WATERLINE PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEMEN G.E.S. EMSTNG STORM SEVER MANHOLE EX6TNG AREA INLET PROPOSED STORM SEVER PIPE EXISTNG STORM SEVER PIPE p--CAUTIO -- CONTRACTOR SHA L MAINTAIN 15' MINIMUM CLEA ANCE FROM OVERHEAD POWER LINES. (LOW POINT OF SAG ESTIMATED AT 26' OF CLEAR NCE WITH CURRENT POWEF LINE TO EXISTING GROUND ELEVATION. INFORMATION PR VIDED BY PLATTE RIVER POWER AUTHORITY; NOT NV5) ERIFIED BY l ImC � MI R — NOTE: AFTER PIPE INSTALL/ I k—I COMPLETE CONTRACTOR SH, DRAINAGE SWALE TO SLIEST MATCH EXISTING AND RECOI CONCRETE TRICKLE PAN REI CONSTRUCTION. PAN SHALL TO MATCH EXISTING IN HOR VERTICAL LOCATION. 26+00 27+00 28+00 I F Lu 0 �=2! J 96 O < () Z CC Q j U. a z W Q Z Z Q Z cc O Cc cc WW (> � w a CA G WCL y¢ CLO Q V, J U J z gWW 70 0. M s� >It �p8 I— W < Z md�4 City of Port Collins, Colorado UTILITY PLAN APPROVAL I IS GRADE APPROVED: OV L�eN Dale ALLY CHECKED BY: UCT THE rater M IaMnaler aWily Dek iD FOR CHECKED BY: INSTALLED TAL AND CHECKED BY: Sl wakr mWq Parb k 9exeaaaR Dak Oak UT-03 20 s� SCALF CHECKED BY: w?x r-s' Dak Mwrswr9. , -m CHECKED BY: Dak 0=4 IN=lla►1IDJ' MH4-5' STA RIM - INV IN INV OUT - SHALLOW DEI WITH ECCENTRIC TO THE MH 5 - 5• ^1: (SWEET UT-0 3) 41 _ .. II I lyl I I I I I I I M 1 01 ry II II 1 I I EXISTING STORM MANHOLE LTR 2 W / EXISTING B8 RIM - 4B.J3 1 II*1iA II I / b' q r I Imo^ \I 1 M"NG GWX420 / R.O.W. I {Iri AREA NIET `� APPROXIMATE EXISTING 1 r II I PoY - 4aenx LocAnar2 OP w sroRM PIPE I (� INV. lUT - x EMSTING 18 EXISTING iI \ {2' $ANTARY it STORY PIPE _ - i I 6 III 11 1 { I \_\ X IIII 1 EIII\S IIIIf l 24N r\ W W W W �_'_ W- W W I p 1 STORM RfgK ME J a LOCATION BP 19 0 I EIDBiMG 'I 30"' 5 42' SNIITAR1 O' qOP MN 8 - 5' MNIHOIE 5 I I SEWfli O O.JSi STA 32+48.38 II f/ H 1 INVI IN: -IR82.49 i /1j/ EXISTING x" III IV .1 - {aB2.]9 t�l�ll STORM PIPE n I NDI ECCENTRIC OPENING II 111 INV, 081.02 TO THE SW1H �' Iffilf/ EXISTING II I SKUNK POND' I I1� ERISIIRG S7lJRN MANHOLE RIM - 4890.0E O O.bX 119E a MH INV.. 4884.29 INCLUDE fi' b' iE5 M' b'F.ES I 10'W%1V 0'L X 2' 2'D APPROXIMATE STA 3�01.14 1 LOCATION OF ENOUT4a8 V T - 223 23 SANITARY SEWER MH NH I� I Nore I I TfAnGL 4Ni11O T 6 PROPOSE) STWI SEER ARE IS NTW n25 Cr EMMN4 SIPN WMI PRE AT NI CIF ANIL I I @ A a + B .r+R60 o F> > i -�zz § - 1 0 YR IIGL 1 5' CLIP APPROXI ATE n OCADO OE NNR 12 ----- 6' IXW wI�Es 001 APPRO NAIE TYPE ' ' BURIED Po RAP LOCA CN Of IVX 10' L % 2' 0 E%ISTI G 42' II SANITARY SEWER F: IR IN 26+00 27+00 28+00 29+00 2XF+00 31+00 32+00 33+00 0 NOTE: AFTER PIPE INSTALLATION IS COMPLETE CONTRACTOR SHALL GRADE DRAINAGE SWALE TO SUBSTANTIALLY MATCH EXISTING AND RECONSTRUCT THE CONCRETE TRICKLE PAN REMOVED FOR CONSTRUCTION. PAN SHALL BE INSTALLED TO MATCH EXISTING IN HORIZONTAL AND VERTICAL LOCATION. PEOPLE SCALE HOW-- r•sKY VERT.: ras• --CAUTION-- CONTRACTOR SHALL MAINTAII 15' MINIMUM CLEARANCE FRO OVERHEAD POWER LINES. (LOW POINT OF SAG ESTIMATE AT 26' OF CLEARANCE WITH CURRENT POWER LINE TO EXISTING GROUND ELEVATION INFORMATION PROVIDED BY PLATTE RIVER POWER AUTHORITY; NOT VERIFIED B' NV5) QI EXISTING 2' TRICKLE CHANNEL 02 EXISTING CONCRETE HEADWALL 03 EXISTING OVERHEAD UTILITY POLE ® EXISTING HIGH VOLTAGE POWER LINE POLE NTH 7' DIA. CONCRETE FOUNDATION 05 EXISTING HIGH VOLTAGE POWER UNE POLE NTH 6' DIA. CONCRETE FOUNDATION © EXISTING RAILROAD TRACKS 07 EXISTING BARBED WIRE FENCE OB EXISTING CHAIN LINK FENCE Q9 EXISTING WROUGHT IRON FENCE ® EXISTING WOOD FENCE O1 EXISTING FIRE HYDRANT ® EXISTING WATER LINE ® EXISTING ELECTRIC VAULT ® EXISTING SANITARY SEWER MANHOLE ® EXISTING CONCRETE SIDEWALK ® EXISTING EDGE OF PAVEMENT © EXISTING EDGE OF DIRT ROAD ® EXISTING BUILDING FUTURE ROADWAY CURB AND GUTTER REMOVE EXISTING TREE ® REMOVE AND REPLACE EXISTING 2' CONCRETE TRICKLE CHANNEL AS NECESSARY TO INSTALL PIPE. CONSTRUCT NEW PAN AT EXSTING PAN GRADES. ® NOT USED ® NOT USED ® NOT USED ® REMOVE ONLY NECESSARY PORTION OF EXISTING TRICKLE PAN LEADING NORTHEAST FOR CONSTRUCTION AND REPLACE FOR SMOOTH TRANSITION TO PROPOSED TRICKLE PAN ABOVE PROPOSED STORM DRAIN. OS EXISTING SANITARY SEWER MANHOLE - - - - - EXISTING SANITARY SEVER PIPE —_ EXISTING OVERHEAD ELECTRIC - EXISTING WATERLINE ® PROPOSED STORM SEWER MANHOLE D7 PROPOSED STORM SEWER E.E.s. eI� EXISTING STORM SEWER MANHOLE iJ EXISTING AREA INLET a0y PROPOSED STORM SEWER PIPE 111117, EXISTING STORM SEWER PIPE 1 beC . fa R City of Port Collins, Colorado UTILITY PLAN APPROVAL APPROVED: OV S4dNM Date CHECKED BY: water k Tulnalu DWItT Dete CHECKED BY: Mermnw DWitr Date CHECKED BY: Param k Reereatlae Date CHECKED BY: Date CHECKED BY: a� N - LU a LU m e ULI V/ > In W ¢ F d � W J y J_ asp U z¢ Q Qa �- Z W Q } Z Z Z Q oa J 0 of cr W U �3 y W Q CO r C f Z 7 W co C U d 0 Is Q U d J z Z O0. O a Q w c a UT-04 WALE 1 Pc L' 1'.5' ggillgy'� N.T.S. lyEl sSl gs t66 F 8 ITS7 P3, v Lill E GD I I TYPE M RIPRAP II WIN 101X To I II S� - I 56' F.E.S.SDM 1' 12 1I 5' MAM01aE STA 1A+02.59 _25' CLEAR STA 12+9591 / / / _8' SANITARY INV - 0260 II 296i LF O / // 24' SlO1N' T.O.P. 99.51 M' RCP r 1 /11 SDNIH - 1 5' MANHOLL (✓ / / II 1 STA 10+00.00+00 121W J STA I1+1ZA5 II IN} LF 1.7CLEAR 05' QASS V / / / r SANITARY INV - 01.18 4� RLY / / INUT 2A RCPW STORNI T.O.P.. 99.A1 A% / / / / 2 11 / 1,R STA 10182.66 ',19111 YI yIII WEFT 1 Woo STA 10RI)OM TIP 10+00 11+00 12+00 13 00 1++00 .1meAaraVf9 se N3PFIW.f'-s naenarfx. r-w 10+00 11+00 pd EXISTING WATER VALVE 4 EXISTING FIRE HYDRANT N 0 EXISTING SANITARY SEWER MANHOLE EXISTING IXEAN WT —sr_ EXISTING 8- PVC SANITARY SEWER PIPE EXISTING WATERLINE z� PROPOSED DEAN WT PROPOSED 8' PVC SANITARY SEWER PIPE zz -- ---TO EXISTING FIBER OPTIC UNE PROPOSED WATERUNE Q PROPOSED STORM SEINER Nmmm1 PROPOSED ADS RODE DRAIN YI PROPOSED FIRE HYDRANT 5 N PROPOSED WATER VALVE SEWER SANITARY OT PROPOSED SANITARY SEWER MANHOLE LINE ® PROPOSED STORM SEWER MANHOLE City of Port Collins, Colorado LITWTY PLAN APPROVAL APPROVED: Ciy �FFT ONk CHECKED BY: IMc t Ilaknkr Otltltl DNk CHECKED BY: Ib m"W BWIty Nit CHECKED BY: Pub t 6eum5m DNU CHECKED BY. - CHECKED BY: RAW 69�IIjl W xaRwra, r-so' 10+00 11+00 13+00 13+00 14+W A1l/FAX9EYXE H kM r_s noWar',M_ r_w L 21"Li Y RCP 0 "22 �8 SPMTARY sEWEk LIN[ D WATER CROSSING M 4890 ENGSE SEWER _ 10 EACH 510E OP WATER LINE OR W1iAP OR SIMILAR PR 9UCT DT01 SEE DETAIL SHEET DT01 iMOU 11+00 12+00 N N.T.S. c m m co w W CID W� H 0a -' J �1L. W Q CC o U �a a ~ :L p Zo >oZ H �a Z }a �cc p Z Llf U D3 oW - � �' z -�- Lu W01 m S U 0 R �I W 1� J fn mE M A g J o W 6 LEGEND ELI Q. p0 FASTING WATER VALVE lY EXISTING PRE HYDRANT ® EXII SANITARY SEWER MANHOLE FASTING CLEAN OUT $ ss— EASTING 8- AVE SANITARY SEWER PIPE e MENG WATERLINE ; G PROPOSED CLEAN OUT -�— PROPOSED 8' PVC SANITARY SEWER PIPE � J S ---FQ EXISTING PEER OPTIC LINE L/J p PROPOSED WATERLINE S 0 PROPOSED STORM SEKR J <� a� a� > PROPOSED ADS ROOF DRAIN a tf PROPOSED PRE HYDRANT Z =wy, N PROPOSED WATER VALVE J He Q PROPOSED SANITARY SEWER MANHOLE Q PROPOSED STORM SEWER MANHOLE p3 E� City of Port Collins, Colorado UTNTY PLAN APPROVAL APPROVED: tiV lea Ogle CHECKED BY: veto k TM alu MET Dale CHECKED BY: Stormaatu uQty Date SD02 CHECKED BY: 64 Puke k Reneahoa Dale a slats SCALE CHECKED BY: WNIXAL r-r Dale ffw Tu r-w' CHECKED BY: Ae xuueea Date DVI=4 i � o Au 2500 �� � RgRr�I q� r i a 9R aa 4-€E ]F '""A ° 01 .. 1 � 1 0 N$(�i eafi4 p9 {Ep$ SSINTK IRIR HE 1 \ oo yy 6sG it ONSIR OH JO'F.ES. 0^= 3 tillSTA 8+03.18\ g166t V SDMH 8 v 5'MANHOLE40YJ F 2a' RCP STA !HdW.51 6 0 - p O0 V6+00 y+00\\a 00 q pu N q 0 N.T.S. I� i i y lass F i 160t lF 1 XI' RCP \ -FO-' W FO B�iI 2W' RCP AA TIPS M RIPRAP 10'W % 10'L % 2'D 0 -FOf PO F W co PUA dJ \ X J C 0 W / \ 2 T ® ENTIRE STORM ALIGNMENT Q O ~ o / NAS BEEN RENSED. / 1 U G Ol 6 INCLUgNG ADDITION OG %PE V a 18' RLP \ /� BaET 9 nND IHIETS 5' IYPE C SDMH 6 830' RCP STA v IV 2+BS)2 Q STA 2+05.3y ANNcLE STA 2+00.00 O Q /;7 >oz �//zz cc 3 i U ow U W — cc w W �¢ _ �o g j1 Moe - e9 R Q J p< 492D -..---_-_. w LEGEND S p0 EXISTING WATER VALVE i ^ M1 V EXISTING PRE HYDRANT O 4910 @@@^ n^ ¢ COSTING SANITARY SEN£R MANHOLE __ w as „LH iy+�: o EXISTING CLEAN OUT m S � p —s- - EXISTING e' PVC SANITARY SEVER PIPE i 4910 &� ��a I >> 3�6i� EXISTING WATERLINE IY Fv wV $R .—�a, ♦a'o „-8 - -4,9800� acme!= PROPOSED PROPOSED CLEAN SANITARY SEWER PIK w+ $� - --FC EXISTNG FIBER OPTIC UNE y r F�d(z oas» arpi8 L PROPOSED WATERLINE mmpzz ^ �C _ _ m m 490 PROPOSED STIXtM YWERva� a� PROPOSED ADS ROOD DRAIN 1 a 100ZJ' PROPOSED HRE HYDRANT PROPOSED WRIER VA1VE OPROPOyp SANITARY SEWER MANHOLE 159.98 LF 24' RCPO0. _ PROPOSED STORM SEWER MANHOLE t65.eJ LF 24 RCP - I Q30; 1].00 LS 16' ftCP 0.81 nx OPTC 0 050% DNE T.O.11 96.03 ''Ind 11 WRIFY LOCATION 4690 TD CCN5Te0CTON- City of Port Collins, Colorado 2+0o UTUXrY PLAN APPROVAL APPROVED: CRT RA&W Dab -.- CHECKED BY: Ratu 9 Wu Mr Dotty Dab CHECKED BY: sw mwaw vaty Dab CHECKED BY: J 4 $ $ 4 @tI Pub rt ! Rcutiw Date OF a a a S ♦ 3 AOyrAWD9f.CaC SCALE smx EBTIDIr r•- CHECKED BY: Id.5mi 2+00 3+00 NOD 5+00 6+00 7+00 8+00 MP�Y/A6. 1•�.� NU wazaxru_1�w' CHECKED BY: xouam Dab DV80484 2C "OM x z' Mltlt Npp NMAIgI �Trnrcaw w mwD xw ( MAP) nW'n`IUE:o+Hors wTUIaPs - RMAWWNW ETm (m woW E MA Mw x- INMLTAnm OEmN (m r eEIYVx my 1 s M m MAN N- FRONT DEPTH (m w+r[F-(X+D+UO)) r SENIOR W- iD.+Rees'-(zs'w.er.os)7 Lv—y—Ix—Y W - 1.6Y-0.1Y) O.I MULANONDETA& N.T.S 4910 Has 4900 M I 24- ST GO 0 104M 11+00 iI r SANITARY SEWER UG STUB OUT AND PWC 4 ~ 2.5' CIEAR '4 B• SANITARY INV MS3- 03.33 20 IF b 2e STORM T.O.P. - 90.81 O 0.40; � I 1.7' OF 1 / / I 8• SANITARY WV - BOAS B• PVL / 2-WAY Us* Lf W. STORM T.O.P. - 99.47 SANITARY SEWERlow e� 1J3f: V YRNCE B•PVC 00.4011 CLEW Wi am a o.4os TO GRADE / STA 10+00.00 IF / 78! / �yryII.' ST�I12+51.85 6• PVC SERVICE 1.5' CLEAR ryl STASH+J-09 O 1.ODOX a• SANITARY INV - M75 PPP�yyy� . / SSMN _ 1 YB• WATER TO.P. - OL25 G I STA 10+Tb44 / OlO WATTEERR SEES DEETAIL a 1 II / E%ISRNG SS MANHOLE / / STA 15+]9.19 / EMSPNG MH MLL NEED / CORE DRILLED FOR INSTALLATION OF / BAY ATON MLL NEFD / MODIFIED DIFIFD TOO ACCOLAODAIE NEW / /EOSIWG SS 16 4OLE STA// TWATER WATER UWE OR'E ` 4900 IVwLAY SMfl ME TAIL MEET p W /'11b1 ww ON Ea 'ESE p 9' WAT PRODUCT SVIWI am OTOT ROMIO 4890 aF Egli w $:a ozz HM �r O x m.. lamM 44zYYY 7435ND v _ e' Puc o D.wX T/KMH Mvx-z J TO sa1N-s ExOnNc a' SANITARY SEWER EmSOPM LIKE i g 10+00 11+00 12+00 13+00 14+00 15+00 16a00 €�Bg 26:t T F _E3 S P5 _ N.T.S. , _ _ : �,• o O co 9 w co W N. J 3 d W � LEGEND J w _< Ir EXISTING WATER VALVE U 0 n• O V EMSRNG FIRE HYDRANT Q O EIIISTNG SANITARY SEVER MAHHIXF Z Q EXISTING CLEAN OUT LL —SS— EXISTING B• PVC SANITARY SEWER PIPE a Z EXISTING WATERLINE Q Q PROPOSED CLEAN GOT LL cc PROPOSED B• PVC SANITARY SEWER PIPE r < ---FO E)OSRNG FIBER OPTIC ONE PROPOSED WATERLINE >- Cr 0 PROPOSED STORM SEWER O Z W � �Roof ABSADS RF MAIN 3 Nor PROPOSED FIRE HYDRANT 1 U N N PROPOSED WATER VALVE �J ® PROPOSED SANITARY SEWER MANHOLE F ® PROPOSED STORM SEWER MANHOLE cr Cc C O W U _� 2~ �1 Fr Z 7 1WIRM ENSRNG ELEVATIONS AT SSMH-EX WHERE J N < NEW MAIN BEGINS. NOT" DESIGN ENGINEER OF DISCREPANCIES PRIOR TO CONSTRUCTIDN BEGINNING. w 2. REFER TO OE MECHANICAL PLANS FOR SPECIFICATIONSOi CREASE INiRCEPTOR. 3. ALL MANHOLES TO BE FLAT TOP MANHOLES. 6 �E J w< Z >. E� .IWFA1ei➢FYNE' _p� ry L9fTAA(. t' S R e AOeR1YlK• !'-!0' City of Fort Collins, Colorado UTILITY PLAIN APPROVAL APPROVED: aty toNOtm bate CHECKED BY: Talc W taVeeaw UtRay bete CHECKED BY: SUMINter BULLY Gate 01 CHECKED BY: S8 Pert Y Be Uun bete a S SCALE CHECKED BY: Wench: I.-S. Date NmrzaxTA1, 1•-50 CHECKED BY: .ae ouoMR Date DVB0484