Loading...
HomeMy WebLinkAboutSite Certifications - 08/29/2000;,fir 07/28/00 M FRI 11:00 FAX 970 221 1946 HENSEL PHELPS r u Z 002 17 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 Certifieation -volume verification C> a. topographic records and volume b. cross -sections and spot -positive fall to pan Wo Pp _V-=. i►lcv-ioe-o to ftt)p� -side slopes -invert elevation -spillway elevation OA Q� -orifice plate installation and -size aj-- /' hJep-M) -compaction of berm -structural integrity of pond -placement and size of riprap -side slopes -grading -location (are they within easement) 4A -dimensions and crone -section verification -longitudinal slopes and side slopes -spot elevations 0F=r=t4!;sJ- CcxjG4aiewt7� 10LwoP64:;0 10 boa 4 1 It 07/28/00 FRI 11:01 FAX 970 221 1946 IIENSEI. PHF.LPS s• . Q 003 - •/Jc�'T�r 2-' C.b>-�G. �aJ•-+�-•� �TCti � Co.)QjTt�'t3-X-� Go�S'�P�.�(�� • cost � c,�z—C P�j�►—��s -permanent erosion control measures 6dL (drop structures, riprap, etc....) .-tie-in to pipes, . pans, curbs, etc....-l�J�t -weir size (elevations, size, opening, etc_._) C ava lable freeboard p« 1 scaping infringement on swilea C 14 c-QP11� OCT CZ44PI =' ) T_ .3. Pipes . -size and type ©K -slopes (as -built and comparison to minimum 0.4* slope) -pipe capacity calculations if slopes are significantly altered fj -invert elevations -installation and backfill material t ChkxA_V__ I.x3•r � IM I�.16t s-b"'1oN) -cover -encasement and clearance from other utility lines close by (►10,iGAiT� -joints E� �Iri � WA C�� r•� Pf�s�� •� II�,ds...t1'��q.l, 4. Concrete Pan Channels -size. EjVe_0 -elope dK -super elevation -cross-section' -thickness -elevations 14` 07/28/00 FRI 11:01 FAX 970 221 1946 HENSEL PHELPS a Q 004 ass y7r -size and type -size of opening (or name of standard used)_ -grate elevation -invert elevation +G -box size 6. cross naafi V-6 Cepso, thr— L/=� -size qJ p� _tie . 4&- OPjll9l�-� Cie if'� -grade w cant -elevation -cross-sectional depth -tie-in to curb and gutter 7. Culvertd C j Guw j-�j t►.1G1 vC C� ,IA. -size 11.6 ?kid O► i� ��µ -type -invert elevation -headi+alla S. Underdraina `OOLxV:':- �Zcr fpuc(-� o" T}}� 'C?�all 1-� j i 4'6T&_L.& 10O -size eR t►,9sP l ce -c4r,- -type»ctor.► �R�ic.ls��ti -cover J"'./'�T OJT ✓c�T�oi-bS (Z . f3c� oRt�.k"Cs A ct�i�awd�.a -backf ill LL;6C*{-4(�e k�-, ,pro -r D trclku� r(20C*A -geotextilea� 07/28/00 FRI 11:01 FAX 970 221 1946 HENSEL PHELPS qgUUS cleancuts 9. curb Qut ® �tr�, J ts►. pt►.1 ®T aJi l� t `� -size -tie in to Swale, pipe, etC.... a. Certification of aradq 8levations Adjacent to drainage Facilities: -minimum opening elevations -top of foundation elevations (:� M�i►9 ) -comparison to 100 year WSM's (Freeboard requirements and floodplain issues) �,w�•l � �,���� � ate► '�����,�� C. Carl,2'iaiis�srosi oatsol D�asuraa � i. Permanent Measure&- -Permanent vegetation (69 bare spots and weeds under control) +-F� -riprap -riprap bedding -drop sections talk -sediment basins/water quality panda -netting mats/blankets -mulching T Ce��� 07,/28/00 FRI 11:01 FAX 970 221 1946 HENSEL PHELPS ljoos 41�T11 c�RRT `-Tthr-� nld�Rw���� ��k��,�/� 1. TemoorarY MBa9y2ea4 '��a�� } -S1UT T1� -mulching A -inlet filter installation -check bale dame -seeding and temporary vegetation .-silt fence D. Site Cleanup After Construction -construction clean up -smoothing of ruts -reseeding E. Statement of compliance A Ab This certification is signed and stamped and by signing this form the engineers) attests that to the best of his knowledge the as -built conditions of the drainage facilities are as described in the above form and in the redli.ned 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 ProfeoRional Engineer. Storm Sewer As -built Condition Worksheet for Circular Channel Project Description Worksheet Larimer County Courthouse Flow Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.013 Slope 0.002500 ft/ft Depth 1.00 ft Diameter 12 in Results Discharge 1.78 cfs Flow Area 0.8 ft' Wetted Perimeter 3.14 ft Top Width 2.98e-8 ft Critical Depth 0.57 ft Percent Full 100.0 % Critical Slope 0.006567 ft/ft Velocity 2.27 ft/s Velocity Head 0.08 ft Specific Energy 1.08 ft Froude Number 7.79e-5 Maximum Discharg 1.92 cfs Discharge Full 1.78 cfs Slope Full 0.002500 ft/ft Flow Type Subcritical Project Engineer: Doug Paull untitled.fm2 Nolte Associates Inc FlowMaster v6.0 [614e] 08/24/00 02:26:59 PM © Haestad Methods, Inc. 37 Brookside Road. Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Storm Sewer As -built Condition Worksheet for Circular Channel Project Description Worksheet Larimer County Courthouse Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.013 Slope 0.002500 ft/ft Diameter 12 in Discharge 0.87 cfs Results Depth 0.49 ft Flow Area 0.4 ft' Wetted Perimeter 1.56 ft Top Width 1.00 ft Critical Depth 0.39 ft Percent Full 49.3 % Critical Slope 0.005734 ft/ft Velocity 2.25 ft/s Velocity Head 0.08 ft Specific Energy 0.57 ft Froude Number 0.64 Maximum Discharg 1.92 cfs Discharge Full 1.78 cfs Slope Full 0.000596 ft/ft Flow Type Subcritical Project Engineer: Doug Paull untitled.fm2 Nolte Associates Inc FlowMaster v6.0 [614e] 08/24/00 02:27:15 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 GENERAL NOTES I. ALL SIREEIE, SAN?MY SLMER, WATER, AND SRAM SEWER CONSIRI/CIIW! SHALL CONFORM M CITY OF FORT COLLINS STANDARDS AND SMCIFIGIpNS CURRENT AT ME DATE OF EXECUTON OF ME DE02OPM£Nr AGREEMENT PERINNING M THIS DEVELOPMENT ANY CONSTRUCIKW OCCURRING THREE MARS AFTER ME EXECUTION OF ME OEv£LOPNENI AGREEMENT' SHALL REQUIRE RE-EXAMINAMN! OF ME PLANE BY ME WRECIOR OF ENGINEERING WHO ANY REWIRE MAY THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFlUTNNS CURRENT AT MAT TIME. 2. NO STREET WORK INCLUDING ME PLACEMENT OF CURB, GUTTER, SIDEWALK OR PAVEMENT SHALL START UNPL THE SOILS REPORT AND PAVEMENT DESIGN ME APPROVED BY THE DIRECTOR OF ENGINEERING AND SUBGRADE COMPACPON TESTS ME TAKEN AND APPROVED. J. ME TYPE, SIZE LCYA' LION AND NUMBER OF ALL KNOWN WDE%GRWNO UIIL/RES ME APPROXIMATE WHEN SHOWN ON ME PUNS. IT SIWL BE ME RESPONSIBILITY OF ME COMPACTOR TU HER" ME EXISTENCE AND LOCAIKN OF ALL UNDERGROUND UIILRIES ALONG ME RWrE OF THE BORN BEFORE COMMENCING NEW CONSTRUCIpN ME CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGAWNO UTEMES. 4. ME ENGINEER WHO HAS PREPARED MESE PUNS BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY ARIRM RESPONSIBILITY TO THE CIFY, AS A BENEFICIARY OF M(O ENGINEER'S BGRR FOR ANY NEGLIGENT ERRORS AND OMISSONS CONTAINED IN THESE PUNS AND APPROVAL OF THESE PLANS BY ME 0/RMMR OF ENGINEERING SHALL NOT RELIEVE ME ENGINEER WHO HAS PREPARED THESE PUNS OF ALL SUCH RESPONSARI (FARMER, ME ENGINEER HEREBY AGREES TO FKHD HARMLESS AND INDEMNIFY ME CITY, AND ITS ORH'ERS AND EMPLOYEES FROM AND AGVNSr ALL MARLIMPS CUMIB AND DEAMNDS WHICH .INY ARISE FROM ANY NEGLM.£NT ERWARS AND WMAJN5 CONTAINED W MESE PUNS). 5. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, ME STREET MUST BE RESTORES) TO A CONDITION EDUAL TO OR BETTER MAN /TS ORIGINAL CONOTON. ME EXISTING STREET CONWRON SHALL BE OCCUMENTEO BY ME GUY CONSMUCRON INSPECTOR BEFORE ANY CUTS ARE MOH. PATCHING SHALL BE DONE IN CONFORMANCE WITH ME CRY OF FORT CGUINS E NEET REPAIR STANDARDS. ME ANSNED PATCH SHALL BLEND SMOOTHLY INTO ME EXISTING SURFACE ALL LARGE PATCHES SH4 L B£ PAYED NEW AN ASPHALT LAY -DOWN µCHINE IN SME£IS WHERE MORE MAN ONE CUT IS MMOE AN OWRUY OF ME ENDRE SMETT WTOTH INCLUDING ME PAWNED AREA MAY BE REQUIRED. ME DETERMRMM)N OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY ME DIRECTOR OF ENGINEERING AND / OR ME CITY ENGINEER O ME RA: ME CUTS ARE µOE. E PRIOR W ME COMMENCEMENT OF ANY CONSMUC1pR ME CONTRACTOR SHALL CONTACT ALL URLITY COMPANIES AND DENRTAAE r0 COOROM4IE SCHEDULES, AND CONTACT ME CITY FORESTER TO SCHEWLE A SIM INSPECTON FOR ANY TREE REMOVAL REWIRING A PERMIT. T. PRIOR FO ME COMMENCEMENT OF ANY CONSMUCTCN ME CONTRACTOR SHALL GAC ME CM ENGINEERING DERMMENr (221-1 ANTI ME EMOSAON CONTROL IY-FWR INSPECTOR (221-6681) TRTA(24) HO MVANCE NOTICE 8. PRMR M M£ COMMENCENENT OF ANY CONSIRUL110N THAT WELL AFFECT IWAI SIGNS OF ANY 119E ME CONRACTOR SHALL CONTACT ME ar, OF MAY COLLINS STREETS D'45IOR W WILL TEMPORARILY REMOVE OR RELOCAIE ME SIGN AT NO MST M ME COMPACTOR, HOB'EYER IF ME CWNIRACTTP MOPES ME TRA'F,C SS9N HIMSELF, ME CONTRACTOR WU BE CMJAGED FOR ME LABOR, MTERALS AND EQUIPMENT M REPLACE ME S5W AS NEEDED. 9. ALL SOILS lNvE5IIG11pN AND PAWMEM DESICH WAS PERFORMED BY TERRACON CONSULTANTS SEE REPORT NO. 209650W7 CATO JULY B. I996). RECOMMENM S IN PAS REPORT ARE A PART OF ME DESGN AND CONSMOCRW REWIREM£NIS OF THIS PROJECT. 10. BENCH MIRK: -CITY OF F7 COLLINS BRASS UP, BUCK BW F BOOK, LOCATED IN ME STIR T CORNER OF COLLEGE AND LAPORTE, ELEV. - 4980. 15 (CITY OF FI. COLLINS DATUAI -CITY OF FT COLLINS, BUCK BOLT SUA, . N. BONNET BOLT nRE HYDRANT '- LOCATED AT N.E. CORNER NOIRES AND MOUNIYN ELEV. - 4990. 10 11. AT LEISF 2 WEEKS PRIOR M ME ISSUANCE OF A CERTIFlGIE OF PCGUPANCY. C£RTIFICAMMN OF ME DRA/AMGE FACTURES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED M AND APPROYEO BY THE SIORMWATER UIILRY. 12. IF OEWAIERING 6 USED M INSTALL UTILMES, A STATE CONSIFL'C]gN DEWAIERINC WAS7FRA1 R OMChARGE PERMIT IS REWIRED lF DISCHARGED INTO A STORMSEWER, CHANNEL, IRRIGT,ON ORCH OR ANY WATER$ OF ME (M IMS STARS 13. ALL CONSMUCT19N ACTMRES MUST CWPLY WIN ME STATE OF COLORADO PERMBONG PROCESS FOR TIURMWAMR DASCHMCES ASSCCAIEO H9M CWSMOCIION ACWTY' FOR INMRMAROR PLEASE CONIACT WOW-PE-B2 ♦RID CHERRY CREEK DRIVE SOUTH DENVER, COLORADO 80222-1550 ATTENTION: PERMITS AND ENFORCEMENT SECTION PHONE (.HIJ) 692-3590 14. "NMA NC£ OF ME ON SITE STORM DAMAGE FACHURES ARE ME RESPONSIBILITY OF ME PROPERTY OWNERS. 15. ALL .P£COMMENMIIONS OF ME FIAAL DRNNAC.E MO ERV ION CONTROL SNOY FOR M5 PROJECT BY PARSONS & ASSOCIATES INC WILL BE COMPLIED HIM 16, ME CITY SHALL NOT BE RESPONSIBLE FOR MY DAMAGES OR INJURIES' SUSTNNEO IN MIS DFr£LOPMEM AS A RESULT OF GROUNDWATER SEEPAGE, WNEMER RESULTING FROM GRINJNOWAMIR nOOD . SMUCMPDH DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF ME CDYS FAILURE M PROPERLY MI ITS WATER. WASRWAIER AND/OR SWU DRAINAGE FAM)MES IN ME OEYELOPMENL 17. ALL OAMAGED EXISTING CURB, GUTTER AND 5/DEWALK SHALL BE REPAIREO PRIOR M ACCEPTANCE OF MMPLETEO IMPROIEMENU 18. ME DEVELOPER S RESPONSIBLE FOR ALL COSTS FOR M£ BROW 461ALL NI OF TRAFFIC SIGNING AND STRIPING FOR M OEY£LOPMEM RELATED SO LOCAL S fT OPERAHONS. IN MDROR ME DEVELOPER 15 RDSPOMDBL£ FOR AL COSTS FOR MWEFC SIGNING AND STRUNNG RELATED TO DIRECRNG TRAFFIC M MD FROM ME OEVELOPMEM (e y ALL SGNING AND STRIPING MR A RIGHT SARN LANE DMO ME OEYELOPMENT SD£J 19. ME MN. CORER AT WATER LINES S 4.5' AND ME MAX. COVER S 5.5'. 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PRONDW AS SHOM ON THE EROSION CONTROL PLAN. DAZE'. Wa4/)II TAPE: IAA wRmM TOP SERNQ: NONE MARRS INANE: A9-9W2 cDNG PLOTTING NEW. NONE DESIGNER: RA_FACT DATA: RAJ I LARIMER COUNTY CO URTHO USA' FORT COLLINS, COLORADO BEING A PORTION OF THE EAST HALF OF SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. 1 PROJECT SITE JANUARY, 1999 CBmfRY ST. YAP SI § kk � i � G s A. i�p7u��" RECORD COPY VICINITY MAP NTS UNAUTHORIZED CHANGES AND USES CAUTIOM THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ■\ PARSONS NOLTE Engineers/Planners/Surveyors 432 Link Lane Plaza. Phone: (970) 221-2400 FA) FENTRIES BRAZINEV: EEMRESS BRMBWN d' ASSOCAIES, INC 6020.1 (JI 7 (rDJ) 22-2-SOW MNrncr eRux cHMrEE ENGM£ER: PARSONS AND ASSCCHIES. INC. N2 LAW LANE P FORT C JWS. CO. BO514 (9M)22/-24W. COMACI: ROB£RI VAN UFFELEN LANDSCAPE AACN/IECI.' EARN, 140 EAST MOUMAW ARE. BW70 (FORT O lN$ W. 607J. C Acr. JVM MCKENPE Fort Collins, CO. 80524 70) 221-2415 http:\\Www.nolte.com INDEX C1. COVER SHEET PLAT (BY OTHERS) C2. EXISTING INFORMATION & DEMOLITION PLAN C3. HORIZONTAL CONTROL & STREET MODIFICATION PLAN C4. UTILITY PLAN C5. SANITARY PLAN & PROFILE C6. STORM PLAN & PROFILE C7. GRADING & EROSION CONTROL PLAN C6. DRAINAGE PLAN C9. DETAILS C10. DETAILS LARIMER COUNTY COURTHOUSE RECORD COPY COVER ON IIA STA • EDM HIVE x1RMxr � _ _ HOWES STREET e i k%1 - o•Pm.We r oosrrw e's.r.rNn xxw _` -y-$_ -4, Eaa9m a mEr mv. en m Ml GIRBRRWm) - 4eLm _______T - $ e s¢ IP m•W�YmN n pa[amll •E]I ( i DNA N( 41 �I is»(A m) I CA 0 ADD N-120am W. laJ R .•1 Unw.. �+..R�.IN+rma:•°A1NML _ auRq-weal fn.40 NVA•SCAwggl bProxwArt ENsnxc uXIAnw a xMR . dR - n.m Z 0..CE. f.plll£5 &Aldxq NXN2CT IN INV ((((S'�) • m.M 1(Y 1N. 8 w. IN - Mw S N-1 WON" - 49eq 3' ADD DUTZT -0' NV. r AIM;(gPXNWARI G Q Nv M • am TON I NV. r ID3 (L/Y qNl - \� mam a 1 um LF. 1W RON Q t aa.m � � µ�/,5�, I rMS M-12M 1 V .w' o-YVsu ` 1 LF V FRmMEEa OUT Z nMtxn SmN IN S Nw sn5 r MS N-? e Mx N4m !Nt �. 44w Gov D, .� NY. OUT(w)E- X4 en weam A. • a•n e .2 m QURUFW r I , qWY W/ M[aINKN I, XMX MAX I X. IT MIS .&I ONE HIV. If ROP . 51,32 PEDESTRIAN nIm Wl1ER NONCEi.D. . um1D ! 2zm LF, ATPEDEyy� TO DE MAN ONM AT MAN m.IN 44ALMS ON. v M9 M-I2 O 1.302 INV .q I -m.0 i1RxI �.• E EYi La. Ce13% E I c gwlMla --__ • my-.anm NV V IY Wi GRAN PON. - n 4T GRAPHIC 9CALR RECORD COPY EXISTING INLET UNAUTHORIZED LINTSWLCHANGES AND NOT MUSES RI 1+OD.GO 0 oA1RpS WE ED OTANEd TO UP UM Or I Glµs Nu x0T 9E REmGNM NL q MUSE ESE, RIM 83.29 . m n x MOMDVD MUST BE A ro q BY E THESE p­AEX OE Au CNUNMO TO 11[ P/MO YYaf E N DIV IN E 4BB2.SB PROPOSED wznxG AND uusr E APRIOVID BY WE P1¢PARw a nE¢ PANS NV. OUT W) 4980.60 (EXISTING) 81.38 MH S M4 4990 STA. 4+11. RIM 498445 4990 ® INV. IN (SE ^ ,.an:> ]9.5A MH 5 J MH STM2 INV. O T( = 49id-51 9. STA. 3+03.41 STA. 1+34.85 - - + - - - RIM 498+ 44.91 _ - - - - - - RIM lBBd32 All 6_ RRO IN- - _ - Ip INV. IN E _ ✓!i9-BB ] . 3 INV. IN(S) - 49]8-28 T .18 dL1 STA. 4+83.59 INV. TN) - 49]8.581B.96 I INV OUT(W) -+981. LBMPORARY) - NT.V. SE) 49B&6F]9A �- - - - - - - . 17INV. OUTIINJ) )T 4988 --- ------�--_- -I- _ 4986 INV. NINE)-4989.BBM.�2 I ---- ----1 INV_ OUT(NW).498A96-L----1------ J75 LF. 9.9 I 12- 01X 4982 JNY _m.22 ® - -----� ---- ------ 00.40511 9.54 L32-- - ---IT---- 4982 i&BD± LF RL�54 L. 12' RCP 108.42 0,25 11 ® 18' RC 9 O "&Fc L.F. 124 RCP O 44" 1il9.75 I O.y; I I I -- ---- L.G. 120RCP - 4 4978 --- ----- 4 - - - - - 4978 1 I EXSgqhNC --- _--_--- �.---- 1..--_-�-- DELE OLT BIANK--- +-- r---- I-----r---- DAT&W MIT IIrw Ma^h13_REDYfA DAMM ELEV 497400 5+00 4+39 3+00 2+00 1+00 4974.00 STORM SEWER PROFILE DAIS: NA4M TME: law SERVER: FCSY g11NQ: PRDIECT PATIA VOMSI\Sm2\mst\ -8-m AMPTO MAWNO NAME: AW-9S023LpP.0XC MUOTTNG MED. NONE DESIGNER: flXMIC PRO, Mq:PAT 1M �\ PARSONS NOLTE - Engineers/Planners/Surveyors 432 Link Lane Plaza, Fort Collins, CO. 80524 Phone: (970) 221-2400 FAX: (970) 221-2415 http:\\www.nolte.com E Am _ DAMON MET 'mz1 QCA LANDSCAPES rEl1 cNTTTAUZT WALLS nAi DAM COCRETE HEAD WALL 1 PER CITY STD DETAIL -MODIFY TO a HAW 18' CONCRETE ¢ sqm w 51M EACH SIDE W PIPE (y - an.n HORIZONTALLY. m MV m 4naA I INV. IN SE 80.05 EAST DRIW O ,15 LANDSCAPE DRAINS INV. IN LEGEND: 0 PROPERTY MONUMENTS O EXISTING GAS METER 9 TRM1C SIGNAL O EXISTING LIGHT POLE J[I EXISTING WATER VALVE W EXISTING WATER MANHpf TA EXISTING FIRE HYDRANT 'a+ EXISTING POWER POLE IN EXISTING TELEPHONE PEDESTAL w EXISTING TELEPHONE BOX r RAILROAD SIGN E! EXISTING ELECTRIC BOX B EXISTING STORM SEWER MANNIX£ B EXISTING SANITARY SEWER MANHOLE • PROPOSED STORM SEVER MANHOLE O PROPOSED SANITARY SEWER MANHOLE T.O.G. PROPOSED TOP OF GRATE T.O.C. PRCPOSED TOP or CURB GAS ONE '----------- EXISTING WATER ONE ^ EXISTING STORM $EWER PIPE UNDERGROUND PO'MMER .- - -•- - SANITARY SEWER PIPE -'- TELEPHONE ONE PROPOSED SANITARY $EVER PROPOSED STORM SEWER PROPOSED FUTURE STORM SIDNER . ••. '' 62. CIA. .. ORIFICE PLATE OO Off• OD C7= 18• But oO OO 54 /4- .' OO OO 12• RCP OD C7O �� oo ' AD.Ofi'. INV. OUT . INV.IN: AREA INLET W/OPEN OR W.25 8' ADS T.O.0 N-12 ' AREA INLET PER DETAIL SHEET CIO. MODIFY TO BE 34 3/4- SOIJARE. IYiLI•Z�11�,5�11� POND OUTLET DETAIL SECTION A 91LE1 NUM R LARIMER COUNTY COURTHOUSE C6 RECORD COPY10 WRNS. STORM SEWER PLAN & PROFILE g Aft / .y. _ - - /M.M. ew ew New / i r � I \ \ o / \ I i L0 \ v \ IlZ 1� Z r 7D � 1 \ II• eu�iDxn m�a •' �°"' (NEWPORT PAR II m` RECORD THORIZED CHAN qEL,WRITING ANij111U5j EL AP% may•►�,/ I \ / I V DATE: 06n4/00 THE IAN SER\p: DOTI SEYMI MDEM P.TNN \iSUM4\9m9\mS'�-D-9..won DRAWNG NAME: Am-9803 MA DSG PLOTTNG NEW. RME DESIGNER: FEW PRO. PER. RW THE PREPARER OF �...Wmm=OMom I a m GRAPHIC SCALE As 0 Is A As O m I �1 HOWES STREET Qmg, d"dam• '"«.m .--"�1t M'. DDrtEI•I.nj - .EM.tl II \ iI �O/IFA ON 70 �■ . W„�;�III ! 29 Imo,,. �, ^i y����R'•'�Y �l�fj�? _1 1i14 • I 'Now Is Pei OF 12. ROME MANS 'OO. 1.RLW • �� .�vi �• ADO J1 NATION SEE Di I �! Mmo - tt ONANDAY `_us 1 III Is II ( ^ f€ III • ii DRAINAGE EASEMEN,is O(F.F. LOWER LEVEL � FEE: ); t%I P� d YII 1 lilf ,UABLE FOR,a� \I. i Ge p MUST BE IN r ('� 1. Arr II6Y..,I �Is L, I\:l rupuoL UP ( En•ii 20 1 Etlpl. yT ,•:�. IliCAERE I. „•r. R �. ` r ,...IS NEEZI ARMSIiP q �O�-.• M059xf S T i 0 '-6' SAME CURB FACE TORI 01/ 1S1E ! SLOPE O a, APPROACH) ' 141k PARSONS NOLTE - Engineers/Planners/Surveyors 432 Link Lane Plaza. Fort Collins, CO. 80524 Phone: (970) 221-2400 FAX: (970) 221-2415 httoMwww.nolte.com SOUP QT�UTARGE ORDERED MORN WYMEMI N$ROPOSED �e NCM g S MEET ^� AAPM CONCEPTUAL DAM PAT 'i Abbi�L�ee. AMi'�°.wv:;,.°s.;xiu.P SEED MIX AL OW.DWEo..Ap MAY ti/ N. arcn - 11 .9= .Tg 21 m M& ,W m �, ImEDA FERTILIZER REQUIREMENTS . � No K�NMDA� SM / Pi a w. M AIMAEE PeNTAS WGAPTAR PAPA MULCH MEAo Y RALOWIG ,M wM•,m ON AmmWN. IR,NWD..v 11INW, ME ME LmvM Dow PAT rn We mW°a w m MIAMI AND AT I.NMITTiAA.—, IN Hei M� MAY ,m.NA Wm,..R—m I.AW ...m'M::NEED NOT IWm ME wWDPa M PN LET IL, , . Y6 Wlo[DI NmN."W" PDYMdIi 6@NJ n NRNLID. WESGfi �M,W W MEMO ME P Rqq ptV p MM 4v mMPLAN \ nLYTHE .w\[ o,O111`.6 MAtl Yn AT 1r MIT`mW •r CEND (ez.as) � DURATION M -- 1 CMTM (ALVAMxs SHOW AT MAY 6MER Ck ME ROWANS) dMi EAS,INO 6' CCNiOLp 82.45 IA'XGRS MOPO4➢ SPOT EIFVATM TICPo4U CCNLdIR F.G. w w STMU 2ru wucArts FRESH MAN %I TEAM F,F. xOCAR4 xxM ROM —MIT 10 a mO YEAR HISTORIC FS. xO CA25 DEATH SURFACE RCAI dlM3 EFRE Iv NMI MMCTM m, AS 0 a MASON 5tlN [ RCM pOF IM NCE 0IIJJN MTK A UUMELL 1. F TIRE nuPORMY POND M III M IS NOT COMPLETE IN ASSCDATM THE ME CENTER PARIINO STRUCTURE IT SIRALL BE CONSTRUCTED AS PART OF ME (MITI GRADING FOR THE SITE IT EXA4 SE PUMPED TO THE HO RESr STEIN WIEr TO PRESENT STANONG WATER IT 13 THE REWMSM RY OF ME GENERAL CONTRACTOR RI MAINTAIN THIS PCHD AND In PUMPING, THIS PMO SHALL REMNN UNTO ME HOSES OUTFAL IS ® CONSTRUCTED AM NNCTONNC 2 ANY DI 70TSED AREAS NOT UNDER ME BUILDING M PAINTING LOT SMALL. R SEATS MULMED UNTIL PERMANENT SODDING IS INSTALUX, • S. TIE ONSIT GEMATON POND AND ASSOCIATED OUT -ET SMALL RE W MMUCTED AS PART OF ME OTMEMOr GRADING AND COMPLETED P M $ STAFF OF BUILDING WNSTRUCTM, LARIMER COUNTY COURTHOUSE RECORD COPY GRADING & EROSION CONTROL F1 �I v S Ism I EWSIMD tY amM SXw " W n HOWES STREET — I S WtINAM D) -"" n x I g • IE1EWq P xa0 — . — S' _ 0. m am —w �— — — '0. fAL1Art 0 WMIR xgWIT I 1 I � uiumFll, PIISf® aIIYN W IY • -•aW Y M'. nI I W. cup - Asm r. wBa Iv. w hair r E I xMMa,L,.MTAL I b b awe®r.m oss vG,N aTw..,W___________l I MW030 SVIN AN SERI Y/pi IFII e :NV LMI I e.w N•.m,t•r� ® Ixn wano 3.4 fAra) 1 to CARD am AN n.%NNI QNAM on APPROXIMATE EHSTNG LCG PI so I ` u;, 14 LS.AN L SgxW Foot r•wras BMl TIRO. M �w® aM�({aS�jf «e•xa wn {Y 1ws •o. L' PLACE. V. R^LI - aaMtl Y4 A. tY11 r QQ 8 BIG xT ,ry v Y.. Y A°s (0nwxow.TER . X °M • Q old IN I V. BY .LDS (Lis DRAM • ) Q�a iII W. waaM -- r x smn mia I SIDS ,y _ 'RE .W N-I_y.';il117.0 wqN[ OFMI M _ Z vn(fIIEM wW•vvemene ' DC ^0."t} •6aa°SNP1 _ My al(gx� > -yG ) O ? Y' iu u Z auxAE AND Ta s ivwivia EA°Rmwi.m lam Lr. ® M�IIwT 1wF / qx / YE x. wM6 IY ADS IFta • vmK III CADS. m,3 wV. 1Y Rtl n.St I YEI '_ . MAT LG PEDESTRIAN bm LA BEBASTIE&� %iAPEXCTT LGM EaoRmBE Am x-1E • I.aMnxnGAFYMYT ¢ p ... ew Ixow IMAM i� — t __ ___ ;i^.TaI-ear ST SEE SHEET 010 FOR NOTES RE REPLACEMENT OF E%IST. ' MANHOLE E 0 Px rruTm WNRT DMANAAGE E n PvwG4o u M K •Y Ery WMLT Aw PGax COURTHOUSE mNG AS NEWSSARY) DAM m/24 W nxe 110J YALfA: !RI SENIOI£: No I By I xEWsaS �► PARSONS N 0 L T E Engineers/Planners/Surveyors 432 Link Lane Plaza, Fort Collins, CO. 80524 phone: (970) 221-2400 FAX: (970) 221-2415 htt \\www.nolte.com p' RW s/av/w V ° PHNG ADDED �,m B, NEN� PNDPS RW S/a/Sa GvEw So SR•6 rM BY PET Mf1V5 IZVRE S' omex --w PAmN X9>AL - - N xxr B/H/W OFHICIM XX Al ImIOWv IAImCIPE muxs Wsr w uur WNEcnax To DGuxrAM A`.F. MAKING NAME: .LEB-ami I111IITYDM& PLOTTNG MEW. WINE ® B/YI/W TEOFscomen TAKEN DE9aER: RED MIA: �TL1 DAUTGN: me en91^m PProwM9 IAne pbna wRl not EB ,nponaiWe kc w IA51e lw, unaufhorizeE MGngea to w van of Them plans, AO Ghnn to the plans must be N whim;and must EW1. rcLeE At Ma a w of these mnx GROUNDWATER W HAA9G NY. • RULINW G m.T• LOEAnON D REv. PER N + TYxV AM x_Ta REDUCER i�—iRApTlI C MY.. Am x rMML4C P N WACE 1 As S.6IG I" WATER THE ENGINE UTHORIiED -CHA NG 1NG AND MUST BE \ CAUTION: i ILu — `^ GRAP� ALES ISO EtHOOO((KS SME�ETREAL.➢ �AKCTo— browns sawas; dIn ovrt RA "a US*MEET o nau WN E 0 1 MAN AN snr ED ° REV. (S) • owrxe A FOR Y. s) - RAMAAN wv W aW lu kppp t tBD�yal x y T _ u—- UNAUTH( �POR USES OoREPARING sP'Fi1wD By LEGEND: BE PROPERTY MONUMENTS p METING GAS METER so TRPFHC SIGNAL t EXISTING LIGHT POLE N EXISTING WATER VALVE W EXISTING WATER MANN= EXISTING FIRE HYDRANT 'a EXISTING POWER POLE ED EXISTING TELEPHONE PEDESTAL ® EXISTING TELEPHONE BOX v- RAILROAD SIGN © EXISTING ELECTRIC BOX • EXISTING STIRM SEWER MANHOLE • EXISTING SANITARY $EWER MANHOLE • PROPOSED STORM SEWER MANHOLE C PROPOSED SANITARY SEWER MANHOLE jx PROPOSED FIRE HYDRANT T.O.G. PROPOSED TOP OF GRATE T.O.C. PROPOSED TOP OF CURB ---'- GAS LINE •---•---• EXISTING WATER LINE •"'-." -^•- EXISTING STORM SEWER PIPE r------.�---- UNDERGROUND POWER ..._. _.._._.._.-..• EXISTING SANITARY SENIOR �• TELEPHONE LINE PROPOSED SANITARY KKR PROPOSED STOiM SEVER 4ROUN WA R ON S HAR R E ® ASPHALT REMOVAL Be PATCH ( GENERAL NOTES: 1. GRAVITY ROW SEWER SERVICE TO BE S•. 2. SEE APPLICABLE UTILITY DETALS ON SHEET C9. 3.NO TREES MAY BE PLANTED WTHIN AV OF GAS LINES. 4.IF WATER IS TO BE SHUT OFF, COORDINATE SHUT OFF WTH CITY ENONEERING AND WATER DEPARTMENTS, AND NOTIFY AFFECTED CUSTOMERS AT LEAST 45 Q HOURS PRIOR TO 41UT OFF. S. FIRE SERVICE LATERAL DEPTH MEASURED FROM FINISHED GRADE (EXCEPT AS SHOWN AT SEWER CROSSING): 4.5' MINIMUM 5.5' MAXIMUM W° 6. PROPOSED FIRE UNES AND Y WATER SERVICE LINE IN m MASON STREET ARE TO BE DEFLECTED UNDER PROPOSED SANITARY SEWER LINE PER TYPICAL PROFILE SHOWN ON SHEET C5. Q ),ALL D.I.P. SHALL BE POLYWRAPPED. B, ABANDONMENT OF EXISTING UTUTIES SHALL BE COORDINATED WTH CITY UTILITY DEPARTMENTS CALL 221-6681 AT LEAST 48 HRS PRIOR TO ABANDONMENT TO COORDINATE. 9. EXISTING SEWER SERVICE LINE SERVING THE CITY OF FORT COLLINS FACILITIES BUILDING TO BE LOCATED IN THE FIELD. AT LEAST 1 EDGE OF COVER TO BE MAINTAINED ON THE EXISTING UNE UNTIL AN ALTERNATIVE SERVICE LINE IS APPROVED BY THE CITY OF FONT COLLINS UTIUTES AND IT IS INSTALLED BY THE CONTRACTOR. 10. IN THE INTERN, THE EXCAVATED BUILDING FOUNDATION TO SERVE AS DETENTION VOLUME. 00 NOT BACK FILL AREA UNTIL ON OF FORT COLLINS FACUTES SEWER SERVICE LINE 15 RELOCATED AND FULL DETENTION IS PROVIDED IN ACCORDANCE WIN THE GRADING PLAN IN THE LARIMER COUNTY COURNOU% PARK. BIBLE FOR, OR LIABLE FOR, TO THE PUNS MUST BE IN LARIMER COUNTY COURTHOUSE C4 Ers RECORD COPY UTILITY PLAN FfnFLAO m Y LLB - Z r-- - --- ___— Ld �E Q Z 4 �I Z 0 0 SEE SHEET C10 FOR NOTES RE: REPLACEMENT OF EXIST. MANHOLE a Y � SEWER SANS TO REP,ACF SeRyM mroPRM1(MINIFYOREMOM ux (wT cwsT. nNxC AS WaSSAXY) IL`fEJI[S'il14�J 1 4990 an: Mn� "REPLACE EXISTING BRICK MANHOLE W/ PRECAST CONCRETE MANHOLE (SEE CONSTRUCTION SEQUENCE DETAIL. SHT. CIO) CE � I I m Inun A MMIAZ LALIFM PROPOSED i I W aTf UG T I 391MII A45iY I _ I IT Arv&w&ewmpoe.- tf COURTHOUSE PRE PUMP I`ae Te11 WATER RECORD COPY GRAPHIC SCALE UNAUTHORIZED CHANGES AND USES CAUTIONS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PUNS. --—------L-----I--- L_ ROPOSIDD MN SS2 PROPOSED 4986 r N 551 — — — — — _ _ STA. 8+48.00 — RIM SIN ( n.n A. 2+SIB. I I ® INV. IN TOPS 4998-09 ® NIV IN (N)}40i4Aq Ton � INV. WT ((5) 4976FB ,w III —I — INV. OUT (S) 49]kib 7rXr — — — — — — — — — — 4982 — 4 1 — EB SING STIXRM — I EASING EXISTING EXISTING III_ DO' WATER 2 IS 2 1/2• 15 STORM — A 1 - 1 1/4` REINFORCED CONIC TE 7.7 COVER 7.V COVERI— IllCL 200 PVC — ENCASEMENT O ALL JONTS WITHIN OVER 8• OVER 3' CLEAR SEPARATION 10- OF 8' At a• WRIER LINES FIRE MNN _ 4978 BETWEEN EXISTING STORM 1— + — '� �" i—' Ogg SECS_ AND PROPOSED SANITARY SEWER wkx I— twmF PROPOSE 3• .Sf 449.nn .. ISO I MIN. WATER SERVICE R PVC O .O MIN. Nbe -- -- — — — — — — -- D---+---X- 4974 a• PVCAO � PROPOSED 9' WATER REINFORCED 8 WATER (RRE MAIN) ENCASEMENT O I (FIRE I WITHIN 10' OF Y WI 1+00 2+00 3+00 4+00 5+00 SANITARY SEWER PROFILE IN MASON STREET DAIS: L•/]AMJ TYE Ik90 !11 kT °ATE R(NSiMs. PARSONS N 0 L TE RW 3 S 6 WWN°NA DI HRxG BED AS a•E m n N m RAISE ''. SFA`hA: E61 SERVICE. FROECT RAM S/]/98 MNSE S' PRE WVM N r PER HNSl GIEVS �► PATW'\FCM3\Bk]]\m9t\I-S-SSPMnN qR am RECd ED ROTS TN91 - DRAWING NAME: A _� ,RMROAWa Engineers/Planners/Surveyors '., PLOTnxG NEW. PA OESIAER: R�MRPRQI. NG,: L_ 432 Link Lane Plaza. Fort Collins, CO. 80524 GAUDO. P..R9HRr P"I thew Plena RRI nal Ne .eePanable r4., r Roble Ir. MaeulhrlTM maa9n to r Mw, aE m.w phone: (970) 221-2400 FAX: 19701 221-2415 htt :\\www.nolte.com lane. AllCbcn a to the Ima musl Se in mRh Cne MUM be .me0 a the . r or tune Ima NOTE: ALL NEW FITTINGS TO BE RESTRAINED WITH MEGALUG MECHANICAL JOINT RESTRAINTS OR APPROVED EQUAL LEGEND: W PROPERTY MONUMENTS 0 EXISTING GAS METER We TRAFHC SIGNAL O EXISTING UGHT POLE X EXISTNG WATER VALVE 17 EXISTING WATER MANHOLE U EASING RRE HYDRANT '0. EXISTING POWER POLE B EXISTING TELEPHONE PEDESTAL ® EXISTING TELEPHONE BOX v RAILROAD SIGN IN EXISTING DECWIC BOX • EASING STORM SEWER MANHOLE • EXISTING SANITARY SEVER MANHOLE • PROPOSED STORM SEWER MANHOLE O PROPOSED SANITARY SEKR MANHOLE �— —�• GAS UNE •---•---• EXISTING WATER UNE EXISTING STORM SEVER PRE UNDERGROUND POWER .— —.— —. SANITARY SEWER PIPE �•—• TELEPHONE LINE PROPOSED SANITARY SEWER 4990 PROPOSED GRADE 4982 PROPOSED 8' SANITARY SEWER ].]'S C VER 45- BENDS (TYP 4) W/ REINFORCED CONCRETE ENCASEMENT VIER 8 - 1 - � - - 49M 2 /5 REBAR SECURED MINIMUM 1.5' (7.1't OVER 3• IN BLCONCRETE GRAVITY P�gpTgX.j. WTR. SVC.) BOCKS (TYPJ 4978 ELEV. - 49]]S — 4882 EXISTING a• WATER — 4974 85 4978 •ar •,. ELI 073.50 — — — — — T — — 4970 CONCRETE GRAVITY BLOCKS — — (TTI MIN. VOLUME - 2.2 C.Y. — I —CONCRETE THRUST BLOCK TW (MIN. VOLUME FOR 3' WTR 0.3 C.Y.) 48]4 ( ) DATUM ELEV DATUM ELEV 4889.00 4972. 00 PROPOSED WATER SERVICE AND FIRE MAIN PROFILE IN MASON STREET SHEET NUMBER LARIMER COUNTY COURTHOUSE a CEE5 RECORD COPY SANITARY SEWER PLAN & PROFILE FS�®