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HomeMy WebLinkAboutLot Certifications - 03/16/2010City of Utilities electric. stormwater. wastewater. water F6rt CollnsiFor Wood , PO Box 580 Fort Collins, CO 80522 970.221.6700 970.221.6619 fax . 970.224.6003 TDD utilities@fcgov.com . fcgov.com/utilities CERTIFICATION OF LOT GRADING Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e) Date: February 25, 2010 ID STOI`i[6"VYff @ EIS Permit Application No. B0901965 I�i RECEIVED Address: 800 East Lincoln Avenue, 80524 Lot 1 FEB 2 Z['.J Lot: Block: - Subdivision: Odell Brewing Company First Replat (,(Print) Nicholas W. Haws , a Colorado registered professional engineer, verify that the 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 patterns shown on the attached drawing(s) which were developed from a survey performed on (Date): 01/19/2010 and 02/08/2010 , accurately and truly depict the elevations and drainage patterns as they existed on the date of the survey. Based on this information, I certify that (check one): N(- The elevations and drainage patterns 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 patterns 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 approved drainage plan. SEE NOTE. By: (signature, PE stamp) 200 S. College Ave., Suite 100 80524 (address of signing party) NOTE: A COMPLETE certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy for the lot/site, Including but not limited to drawings of the IoUsite showing the approved design and as -built surveyed elevations of all structures, drainage 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 (970) 221-6700 700 Wood Street Fort Collins, CO 80521 At Least Two Weeks Prior To Requesting A Certificate Of Occupancy For The Property Rev. 2009 City of Flirt Collins NORTHERN ENGINEERING 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/A" for items that are not applicable to the property that is being certified. A. Drainage facilities certification 1. Pond Certification (see Record Drawings) _ZOK _N/A -volume verification see attached volume calculations VOK _N/A a.topographic records and volume ,/OK _N/A b.cross-sections and spot elevations _OK %/N/A -positive fall to pan _360K _N/A -side slopes VOK _N/A -invert elevation _3[OK _N/A -spillway elevation -,O(OK _N/A -placement and size of riprap _[OK _N/A -grading _.VIOK —NIA-orifice plate installation and size_ VOK _N/A -compaction of berm Earth Engineering Consultants (EEC) testing reports available upon request _V[OK _N/A -structural integrity of pond EEC reports available upon request 2. Swales %/OK _N/A -location (are they within easement) VOK _NIA -dimensions and cross-section verification v/OK _N/A -longitudinal slopes and side slopes ,[OK _N/A -spot elevations _OK %/N/A -permanent erosion control measures (drop structures, riprap, etc....) ,[OK _N/A -tie-in to pipes, pans, curbs, etc.... _OK /N/A -weir size (elevations, size, opening, etc.) VOK _N/A -available freeboard VOK _N/A -landscaping infringement on swales final landscaping still underway (02.25.10) 3. Pipes (see Record Drawings) v(OK _N/A -size and type VOK_N/A-slopes (as -built and comparison to minimum 0.4% slope)seebelow VOK _N/A -pipe capacity calculations if slopes are significantly altered capacity calculations are attached for slopes less than 0.4% v(OK _N/A -invert elevations VOK _N/A -installation and backfill material OK per Nixcavating and EEC v/OK _N/A -cover v(OK _N/A -encasement and clearance from other utility lines close by v(OK _N/A -joints 4. Concrete Pan Channels _OK y(N/A-size _OK v(N/A-slope _OK VN/A-super elevation _OK SIN/A-cross .section _OK _N/A -thickness _OK %(N/A -elevations 5. Inlets v(OK _N/A -size and type VOK—NIA-size of opening (or name of standard used) VOK _N/A -grate elevation VOK _N/A -invert elevation VOK _N/A -box size 6. Cross pans v/OK _N/A -size VOK _N/A -type v/OK _N/A -grade ,OK _N/A -elevation qOK _N/A -cross -sectional depth _OK .IN/A -tie-in to curb and gutter no curb and gutter along Lincoln Ave. at this time... 7. Culverts _OK VN/A-size _OK VN/A-type _OK v(N/A-invert elevation _OK v(N/A-headwalls 8. Underdrains _OK v/N/A-size _OK v(N/A-type _OK Y(N/A-cover _OK v(N/A-backfill _OK _3(N/A-geotextiles OK v(N/A-cleanouts 9. Curb cuts v/OK _N/A -size YOK —NIA-tie in to swale, pipe, etc... B. Certification of Grade Elevations Adjacent to Drainage Facilities: VOK _N/A -minimum opening elevations VOK _N/A -top of foundation elevations _y'�'OK _N/A -comparison to 100 year WSEL's (Freeboard requirements and floodplain issues) C. Certification of Erosion Control Measures: 1. Permanent Measures: _OK /N/A -permanent vegetation (6" bare spots and weeds under control) final landscaping still underway as of date of certification (02.25.10) VOK _N/A-riprap VOK _N/A-riprap bedding _OK _y/N/A-drop sections __V(OK N/A -sediment basins/water quality ponds OK VN/A-netting mats/blankets OK v(N/A-mulching 2. Temporary Measures: %OK _N/A -mulching site is currently in the process of final landscape installation (02.25.10) VOK _N/A -inlet filter installation v/OK _N/A -check bale dams _OK VN/A-seeding and temporary vegetation _OK v(N/A-silt fence D. Site Cleanup After Construction VOK _N/A -cons truction clean up VOK _N/A -smoothing of ruts vOK _N/A -reseeding Site is currently relatively clean and tidy (02.25.10). It is anticipated that the Contractor will conduct a final clean-up of the site once final landscape installation is complete (TBD). 9 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. L/C [iq s ko_ Nicholas W. Haws Colorado Licensed Professional Engineer CO P.E. # 39767 Pond Volume Calculations Pond B Project: Odell Brewing Company First Replat By: A. Reese Date: February 25, 2010 Note: Volume calculations utilize Conic Method Pond Stage Depth (FT) Surface Area of Contour (SF) Incremental Volume (CF) Total Volume (CF) Total Volume (AF) 4942.75 2.25 8384 2036 15570 U.3c 4942.50 2.00 7904 1921 13534 0.31 4942.25 1.75 7469 1824 11613 0.27 4942.00 1.50 7122 1759 9789 0.22 4941.75 1.25 6950 1718 1 8030 0.18 4941.50 1.00 6795 1676 6312 0.14 4941.25 0.75 6611 1628 4637 011 4941,00 0.50 6410 1570 3009 4940.75 0.25 6151 1439 1439 4940.50 0.00 5371 0 0 DRAWJNG E C p R D BY NORTHERN SNGI1JlOF9 G Upo R VIDEO Bi PREPARED lsvc) A71 SUMFSNO LIABILITY OFto OREWAS D9R \ftv�ES. IN jEp\NFORMAnON. THESE RECINO.. ARENGINEERING ENESS OF THIS SERVI. RTHERN OR CO OTFOR THE AGGURp,CY D9Projects\100-006\Drainage\Detention\Flnal\100-006_Pond Volume Stage Storage as-bullt.xls 0 o p o 0 0 o p o 0 1f7 o U-) 0 1f7 U7 In � V (`'l ON m m m m v v v p I I I I I Ln I.np SY206t, '13 ^WI O3,46b '13 WIM 9 "1 SZ'SL+b o4S b a in I 0 m WI OO'0 6b '13 '^WI 90's 6h '13 W18 'Ib+E n}S E wl - m c a ro J N WI 8 6E64 '13 '^WI }n0 2 '6E64 '13 '^WI 0'"66 '13 W18 6802+I u}S a "Wl T m N w n m t? I OI ^ O N in EC8E60 '13 'A m 00'Mb '13 WI I - 8E'BE+O n} m m 69'8M, '13 'AWI S8'0464 '13 Wag I W l - 00.00+0 DI S In 0 0 In O in + O O Z C Z m 6Q u; ul CD Z ISzo CC l 7 z M 3 uo"I/� W r a LL MKZ= Z 0 — Z�O UN O m ww_u (7 ¢� Nw Q W �U Z a:DWo Q nUw p Z0 Z lit z, ro z 0 �� U K N 4 G 'W[L5 O pZ1YU U Nj4 O �wZW W N r O+ V- N p O O + ti O O 0 0 0 0 o O 0 0 0 0 0 U-) o o U-j If) tf3 V (Y) m ON ON m m V It Iq V `D `D `D `D `D U1 o U1 o U1 0 0 0 0 0 0 0 0 0 0 r�l O Sta j +00.00 - Ln: 1 O Grnd D. 4940.50 Inv, 1, 4940,49 0 Cl) w 0 0 r o + I O N N 0 n 1 Rim El. 4943.68 Inv. Et. 4940,9E Out Inv. El, 4940,9E In v u m Sta 1+30.0 - Ln: 2 Rim EL 494 v J .92 o Inv. El. 49 1,23 Out F- Inv, El, 4911.23 In Z I _ Rim EL 4945.71 'cZ R; Inv. El, 941.31 Out pZ Inv. El. 941.31 In O� o C' Sta 1+ 5.32 - Lnl 4 '_WZ CJ o 4946.12 Rim D. r Inv, El. 4941.44 Out O O N a re O -P ro V I 4M V I C 0 f1 CD CD 0 CD 0 0 C CD CD a ---------------- FAA- N.._ .... ...` - - I 1 r it 1 L nn 1 1 1 1 - 1 EXISTING F --- - 1 BUILDING r FFE=491845 L.J--- OWNER - I LONUL LINE] `i EXITING ASPHALT 824 PARKING AND D SWAN 1 FORT Cl I ® NORTH IN FEET ) I YIM - ]O x LEGEND: EXISTNG STORM SEWER PROPOSES STORM SEARS YTYI W yW x PROPOSED LpITYJR 0� �Z EXISTING CONTOUR --- PROPOSES SWAI£—...—...—... OJZ PROPOSED CURS L W PROPERTY BOUNDARY R PROPOSED CGIBO STORM II PROPOSES NWSXED GRACE SPOT 6EVATONUC S$ EXISTNG SPOT SEVAWN 9y f PRCPJa'ED GAMES ]FOR PROPOSED MY WELL Q ti 9 n AS —BOLT SPOT EI£WTIXS ' Ns _ NOTES:NFE g 1, ME 9S. TVPE AND LOCATION M ALL KNOW LU R IN, UNDERGROUND UTUTIES ARE APPROXIMATE WEN SHORN OR THESE CIAMPI IT SHALL BE TIE RESPONVBWTY M TIE 00 524 CONTRACTOR TO VERIFY TIE EXISTENCE M ALL DER ACAND UTILITIES IN THE AREA M ME WORN. BEFORE COMMENCING NEW CONSTRUCTION, ME CONTRACTOR q SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND TIDIES AND SHALL BE RESPONSIBLE FDA FOR ALL yol 1 UNKNOWN UNDERGROUND UILITE5. RR 1 3 ALL SUBGRADE CUTS SHALL SLOPE (M MIN. FRED.j 8 6! ga TOWARDS PERMEABLE HAVEN PARKING LOT. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO AVDD COMPROMISE M SUBGRADE UNDER PERMEABLE RAAB PARKING LOT DURING CONSTRUCTION 3 CONTRACTOR i0 EXERCISE CAUTM IN TURNAROUND AREA NORM M PROPERTY BOUNDARY WE TO ME POTENTIAL PRSUBSURFACE ESC EENE OF SPENT LIME TAILINGSRH, AL BE RE!PCI FOR AHY NECESSARY JQ MITGADON MEASURES FOR ROM STRUCTDRAL INTEGRITY OF PRAVEMENT SUBSTAGES. AS KILL AS FERMUTY POR EVEGETATIIXI OF DISTURBED ONCE SLOPES. d �J A CONTRACTOR GROUNDWATER NNNOWLEDGES PROJECT AREA. ANQ � ALLL LOW W L GROUNDRESPONWBLE ATER BE ENCIDMMRSU DURINOR APPROPRIATE G GEXCAS SHOULD Q EXCAVATION LLL ATER CONTACT GEO CHICAL ENGINEER LOW FURTHER INFORMATION XRLL O ECWMENDATWS. N ' BOARDWALK DEiIL1AMR ONTO AFoomPORNAi NlORuAnW. LLLL r. GTE SHEET G] FOR DETAp D GRADING PLANS. } Z 1. SEE SHEET DO FOR PAWNING LOT ISUNO DETALS. Z Q WINYIYRaTFK'ATIOIfAIIFAM \� Q J � o �� V I(m� (� j _- Y ION...>a.lcao-.'" lL m w W o CECOFZF_ IC_ °„«-M- A N °�p�tNNS 4D CIA ABEC�o M A, O n. 'CAL THE hee G1l — _ Ot 25 Sheets \.\iE yk IL to \ INFILTRUINION?•���4 DETENTION EXTENSION POND �.L.On' BANNER) 71 R01 DETAILED GRADING G2 1 q0 PROPOSED EXPANSION FFE=4946.15 EXISTING BUILDING I FFE A 4W.15 IN ® NORTH 10 O 10 ZO SO FINAL IN FEET ) wa . 10 IL LEGEND: MCD pR EASING VOFAI SEWER di { PROPOSED SOMW SEWER PROPOSED CARTOON +W OfjfE{[ Z EASING LARttYJR —0913 PROPOSED SWALE PROPOSED GLEN PROPERTY BOUNDARY O \ W� 8 PROPOSED CWBO SiQ'tM INLETS B S PROPOSED EXISTED MADE YOi ELEVATION � +� EXISTING SPOT ELEVATION PROPOSED SLOPES PROPOSED CRY WELL �• 1 R.F AS-BUIO SPOT ELEVATOR oo— NOTES: qy9 I. ME AS. TYPE AND LOCAPON OF ALL KNOW l Yb G N UNDERGROUND U9LITIES ARE APPROXIMATE WEN SNOW CATS THESE dUMNGS. IT SHALL BE THE RESPONSIBILITY BE THE 13E &_ Bi CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UINOERGROUND UPIIPES IN TEE AREA BE FEE MCRN. BEFORE CO MENCING NEW CARSTRUCPdI THE CONTRACTOR SEALL BE RESPONSIBLE FOR LOOKING All UNOERtlRWND W Y UTIUTES AND SHALL BE RESPONSIBLE FEW AM ALL ��� S UNKNOWN! UNDERGROUND UTILITIES i z. ALL SUBGRAOE CUTS SEALL SLOPE (11 WIN, WE j SW TOWARDS NEWEABIE FAKE RANKING LOT. COORDINATORS N BIALL TAKE EXTRA PRECAUTIONS TO AVOID CANNON BE ff ROBOT UNDER FERR IE PALER PARING LOT WMNO CONSTRUCTION. S. CONTRACTOR 70 EXERCISE CAUTION IN TURNAROUND AREA NWTN OF PROPERTY BOUNDARY WE IO THE POTENTIAL PRESENCE OF SUBSURFACE SEAT UME TAJI CONTRACTOR SHALL GE RESPONSIBLE FEW ANY NECESSARY MITGATON MEASURES FOR BOTH STRUCTURAL INTEGWTY BE Q PAVEMENT SUBGRADES AS WELL AS FERTUTY FOR J REVEGFTATW OF DISTURBED SLOE SEARED a a CONTRACTOR ACKNOWLEDGES PRESSURE BE SHALLOW W Z GROUNDWATER IN PROTECT AREA. AND SHALL BE RESPONSIBLE FOR APPROPRUTE MEASURES SHOULD GRWNDWATER BE ENCOUNTERED DURING EXCAVATOR. CONTACT GEORCNNGAL ENGINEER FOR FURTHER F J FORMATION AND RECCMMENDATONS (n a 0000, s. SEE BOARDETSWALK LEI - DETAILS. ND OFLIN DD ION WANE DFTALS. LL 6EE SHEETS LII-I A OTHER (LANDSCAPE) FCRunnW. a SEE SLEET Oz FW PARKING LOT ISLAND DETAILS. )E- z Z QGLLURYIYMI:FICAIIONCFNIER6 Q CONTAINED, LL Q 2 Wq • 0 G811 eElon aµ� Z Lu / W Q m W C�RAWINC W RECORD °o sE RECORD �"B"�sE „c ��B „`a,��AGCL1EnL \ uRau^F - G2 / Of 25 Sheets 811 e a 1w NOTE L:a ISM 'wLaMICROS P ,i'c" ai rE°AKL aWaXOI.)4Aounis us BRREme K a Of PAN A BURKINA CARD EARTH X 10 THE AN MY USAD MEN PC 3 nwLE Maws AN PRmrs WWL IT INv.WN AT HE Rw UNIT NOT Ta( L944U sROMWADI Mw AMM ♦ MWSN u1159W16LTummxMw BLTON ACK R NB 9vll IXIpO M P�iL � tt�011� 911rt.'¢. PRENATAL • MC M¢ RPM, AS LNRR n �165 swL z Lmam m ITvm xA MBn- IRia wva ff r�Im RM T� xa ih 18" INFLOW CURB & GUTTER Uz (TT BE USED AROUND PARKING ISLANDS) Nm TO MIRE ISLAND DETAIL ttN 1 IY IB• QITFALL. CLIMB P G EA Em BARRIERCURB Dz ROOM SLATE 'xl., A, 414, SIIII ] I ABNORMAL UKE ARE USM RAW Pm PUSH (ARMY wBnT NID.owon to mlmwN IOVI. r. NM CAE mavNRML MAILS OR UaLw. CRY" Rwa AS mLua BAD KUDttn IFLISMOSS RPSMTIP'RWL WnRORv 0.WpM _R IME µR qfq F fPlgxa04M BY14 a mZPfi lx[NNRLCTWfM[Ap459wLHRWiMO RP [W RSRwILR a Stw PIM 9¢T. s@ U CONCRETE BIKE LANE D: Nor To MBLE u1NT IDTr Iluv. am • x IS ON Sz) C CONCRETE v BASE EXAMINED (5 EONA B) DOORPLATE PAVEMENT CONCRETE PAIEMENT FEDERAL SECTORS IC CUTIALL CURB P GUT m Ir tl01E5: 1. ALL SEE SUNNI SERENADE PREPµABON 3 POULTRY MANUFACTURERS RECOMMENOATGNS AND PAWGL SMALL E0.LOW THE Q02CMICAL PM PA`hR SECTOR µ0 INSTAL (NOTE RECCMMENI CONTAWEO IN LEE YCTM SHALL MEET THE SAME STRUCTURAL SUBSURFA CML PPMUE ACOTCNSM 'IiWMEMENTS AS 'HEAVY DUTY ABOVC) BY EARTH ENGINEERING CONSULTANTS. INC. 4 mE ENTIRE PERIMETER CA THE PERMEABLE DA TED P3-JA-C9 (EEC ALONE N0. 08E073). PAVER PARKING LOT SMALL RECEN SOME FORM D µY SUBSEQUENT AMENOA OF ETC£ RESTRAINT. FOLLOW MANUFACTURES ]. REFER TO PLANS BY BHA CESIN. INC. FOIL RECCMIENDAnpIS AND INDEXES ON THIS SHEET. PANDER C0.q. TMI PATTERN. AND LOCATOR. %1 PAVING SECTIONS D1 NOT To SCALE COp B.Bm 38a g5€X� SO m No U 6 BY: CaJ YOU � B>"Bm �3€ NATO a�? - osa w ffl CPO N NO z 0& '�Aga v.c OLD MAX CORI ASPHALT 2T x � xAnVE PERMEABLE PAVER EDGE RESTRAINT SOLII OR CURB Cx-NOYEN ADTEXT E BRIC PERMEABLE PAVER 4% TYPICAL SECTION 1. WERE PERMEABLE PAVERS ABUT LANDSCAPED AREAS (MISSION ETC£) bTW ARD BARRIERS CURB SMALL SOURCE AS ELSE RESTRAINT, E. WERE PERMEABLE PAVERS ABUT CMCREIE OR ASPHALT XAVNG (Ng2M. EAST. AND SOUTH CODES), MO HIND SMALL.M STALLED PER DETAIL ABONS THICKEN EDGE OF CONCRETE BIKE LANE AND OML£MAY APRON ACCORDINGLY TB SERVE AS A EDGE RESTRAINT. PERMEABLE PAVER OP' ATOM B RUINER CURB 3• RAU L--------------------- -------------- S cz "---------- AM, L m 1 CURB TAPER DETAIL Oz NDT TO SCALE NOTES: 1. ME PLANS BY BHA DESCH. INC. FOR AWITIONAL SHE DETAILS. W1IT.,T.NT,MIV.,ILW TBBG6 CE�OYpepu.p. �vNNP4WAX, CRAMAR EYE W� V \ RANDICAP PARKING REQUIREMENTS (AS PER "ADA") REGOR� OIW NsG \+ [ARBteR COUNTY CONSTRUCTION REVISION N0: I DRAIII G THESE REICAc µE'te�ff° ITN Nc 4RL^CEs' G SOP. URBAN AREA DRAl1U1UR youTMNiRQUmEw+ �ccuRA�IY mUs ENE° I" STREET STANDARDS DATE: 09/ol/oR 14D ,DB ISLAND DETAIL L2 1 HANDICAP PARKING REQUIREMENTS 03 1 =m D1 NOT TO SCALE Q J a w H (n of LL Lu `=W rZ OZ g8g Zw A Is in J Q w 0 w r m I o2 1 Of 25 Sheets CLASS A BEDDING CLASS B BEDDING LOMERUMTv WEAPON MM snRE 13 N. AM. L6M11w TEAM! MAI MGR MOSEY COMPUTER UAMAIAL All M. MINI WMANOW III la + MATEMAL :.GMNOMER 1/4 .Rm..II NOW GRAPAPLAR NFL .:� CLASS C BEDDING ROCK EXCAVATION 11pR1 iM b 9£6FY 1_ IL� � MRIM IBM K SYE6d' II� LRMN MIT VN LOAM Ml II.°i 12K III, MANI MAI m`RAL MI MI IRAN ON »�Io.P %A..�1+/ - MOXII ANULAR ,wM UNSTABLE SUBGRADE SUBDRAIN DETAIL J ,InaIIOMK VEmnL I I maw .nM KvcoRo� w,OR f a� M Ift 4i oExsEE. e.aou MOAN MAX t� 1 I RA u 'v6e5 MTLFIA\ / RTh,1 4111 _ EvfaM,m M IN wm suss •LM5 91ML IA K ROm M ONN RRMAN ReanRol A z Imol ro ,x[ s,w slKyx rnelRwmx sxuuros. MWER >m>Iax a •emM xAmeNs' RR MKA,1wz STORMWATER BEDDING REQUIREMENTS OW OF FORT CIXLN9 STORMWATER we DETAIL unumm CONSTRUCTION DETAILS I Mau 1/1z/°° D-1 DRA.N 9r: xc .a STORMWATER BEDDING REQUIREMENTS DJ NOT TO SGVF HEADWALL INSTALLATIONS tt OIMpE WADI DWFHBMM6 wnME,eI1 CD �16n MNMm MI IMI5 D OR M.w XAAR C°NCREWE M450NPRY DI ARE ,YPIaFTE HEADIDMEK �� A ARM L' AIR M1 MRMI IF Am in AA HEAD WALLES FOR PIPES (15 IN. TO 48 IN. DIM.) Cm OF FORT cOums STORMWATER .sFRwm. DETNL uOmm CONSTRUCTION DETAILS RAW ' 01/,6/01 D-17 _ MANN E!: 181 � A [ IlF7innmunnm 11••••••11••1.1.1 _,■ ��IoIL.E..,,..E.EEI \ R°P®imsl.xDwe A B OWL wMMv IX w.WARM NORG ro nWMkOfYT I.6 Nf.VIEx WRtlfM AEURMIXION NsFaRnman SmAMFOI mxaG,ewarnmus aarlc v.fwwu6 -� L D PLAN L 111811101881 SECTION" r PARE TOR AM OF SECTION CC CITY OF FORT COLLINS UTILITIES STORMWATER UTILITY P.O. BOX 580. FORT COLWNS. CO. 80522 (970) 221-6700 WATER QUALITY OUTLET STRUCTURE DETAILS OF{�7y�(.�©C■7.v■�■ �1��■.c•J�fLl;l■ �Lil��lf�Ca■ iS&uv000© ==mmultefs. """ ©ummumum ur�u' iT�ltlet�� aE>•r�ra�urluuu eo gc,axFMaMORED wxMETE.wcx PME M vwwuiin.M� ®M® �'Iw�I� CONCRETE END SECTION CRY OF FORT C01LN5 I STORMWATER B_1 1m1mEs CONSTRUCTION DETAITS M1e DWI ANN1 D-15 vuMl m: WAN FAAWW.NM1IMI A4nf 1M MIAMInra n RMCMMX MR am OMMON"E am*J `nwwnw NOXI ANOMMa,(MI MRRIRMh RONCCNIR0.PIAlE LJ M�M� aRcwmxs OF MA MANOR ft MA AN mm� la Al s V�Mem0ZI IMA i WATER QUALITY OUTLET STRUCTURE DETAILS 80"; 6.67' DETUL D-46 4110 m] MIN. 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SR FORT COLLINS, CO 80521 LINCOLN AVE. I I ^d �CO 80524N5 I EXISTING I I Oo DETENTIO _ _ _ _ I DE EXISTING MIND 1 `I PONDA IDO-M saL-Ds• aa-R y jFL��R7=4 H® Ioo-ra REJUAC sir I I�1R REUECASE-Da!mcFP `rM615 \ Px-mxETE�¢=1 rILEA. w m.DwN nN OF a>a NNM �44 3' h I'I OS5STORIECilE B a0! m ppp „ s'BLwAYLl �An IN `77 III. l i 1 — I / EAST UNCOLN AVENUE- — —� (.. t r '�--�'ry �•____}/ 1 ass T6III FEG I t FEE TO BE —RaoYID. EKTEIO TI EMIBIWG TO BE — — J B ro �1MBIAO•EEXTEND u �-- PROPOSED smN. , ® NORTH DO B DO ED SO E«I FIN FEET) a- OUR LEGEND PROPOSED CONTOUR —x0— EYSPNG CONTOUR —pO]! 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TYPE AND LOCAIDON CE ALL KNOW UNDERGROUND ME APPROMIATE WEN SHOW ON THESE WALLEBE THE RMONP&UM OF THE CONTRACTOR 0 NERD IL i THE EXISTENCE OF ALL UNDERGROUND UTUIIES IN THE AREA OF L THE BORIC BEFORE COMMENCING NEW CONSTRUCTION , THE ^ ID CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL E UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FEES ALL E UNNNOWN UNDERGROUND UTILITIES p 2. PIPE LENGTHS µE CALCULATED FAM THE CENTER O MANHOLES AND 70 THE INSICE WALL O INLET WX STRUCTURES SPECIFIED LENGTH O PIPE INCLUDES THE LAWS LENGTH OF FLARED END SECTIONS PIPES AVOW IN FRCIT E NEW REPRESENT THE m NORMAL INSIDE OWENVOPS, pp ( t 3 SEE DETAIL SHEETS FOR MANHOLE DAYETERS AND INLET y? ¢ ¢ UMENSORS iQ$ 666 l ALL. NOR SHALL BE CLASS III OR GREATER. PIK MATERIAL, BEDDING. AND INSTALLATION „11HIN PUBLIC RIGHTS-O-WAY SMALL BE GOVERNED BY ME LOCAL JURISDICTION . ALTERNATES (SUOI AS ADS N-12) OUTSIDE OF ME R.O.W. SMALL BE APPROVED IN ADVANCE BY THE ENGINEER. 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