Loading...
HomeMy WebLinkAboutSite Certifications - 02/01/2008North Star `.design, inc. December 12, 2007 Jay Barber City of Fort Collins 700 Wood Street G �/ Fort Collins, CO 80522 Dear Jay, This letter is to certify the on site drainage at the Aztlan Center along Willow Street. The on site improvements appear to be within construction tolerances as shown on the attached record drawings. All elevations shown on the record drawings were provided by Drexel Barrell. The only significant change from the approved drawings is the existing swale along the north side of the United Way building. It was proposed with the approved construction drawings to regrade this swale. During construction, it was determined that the existing swale is adequate and it would eliminate the potential for sediment transport if the swale was left undisturbed. Please call me if you have any questions or if you need any additional information. Sincerel G Pat cia 700 Automation Drive, Unit I Windsor, Colorado 80550 970-686-6939 Phone 0 .970-686-1 1 88 Fax Q.vt l rll(f oy Bass " PROJECT WBE PHASED PATH EXISTING BUILDING REMAINING DURING u PATHHE TCONs1NurnDN OF ME NEW FACILITY URUTY SERVICE Wu BE MAINTAINED RRA01B0 LEGISAID TO ME EXISTING BUILDING DURING ME CQNST UCnDN. THESE PLAINS ONLY SHOW uE 'ANAL PRCOUCr FOR ME PROJECT VISE SREMOVAL PLAN FOR EXISTING FL FLBRUxE n MS IN ME CONSTRUCTION AREA REQUIRING REMOVAL AND RELOCATION. _ _. __ _ _ _ _ EXISTING CONTUURS IF PUSHED FLOOR ]. ALL PCP STORM SEWER WLL BE CLASS IN flW AM WATER TWIT LOUTS —OM— EMISSIONS IXCIX COMPOUNDS fASM C44d1. ALL PVC STORM SEWER WLL BE GOP 1 (SEWER PIPE) INSTALLED PC FINISHED CRUDE fON CITY 0i FORT COLLINS SANITARY SEWER STANDARDS ADS DRAIN BASINS WLL PRCPoSFD COXTWRS HAW STANDARD LIDS (OR APPROVED EWAL). HP HIGH PUNT —NOs� PROPOSED INDEX CIXOTpFS IP LOW PUNT J. ALL WLL BE TYPE PAYS WLL SE TO- MICN WM 6' $pL roSER _..�..._..._..._.._ PROPOSED[ RANLrvE NOT D ILO B" BEDDIN4 UNLESS NOTED OTHERWISE. SECON S INV INVEST _..._..,—...—...—..._ pNCpoSED INFLOW CURB A ALL CURB IN PARKING AREAS SNIIL NAYE 1PANS IX EYl5TX6 GRME AZT PROPOSED DUVALL CURB S. SEE LANDSCAPE PLAN FOR PLANTNGS MROUGHOUT ME SIT:. TOW RP OF WALK — PROPOSED R' PAN GIMPS BUILDD AND CURES E95TING B. MERSTORM. Ta OF CSPHALTE 1 I E AREA SHALL D TO AT U BETTERS. ME AREA OlsCON SHALL BE REPAIRED TO A DJNDWT. EWu To CR AL TO ON MIA MW TCp a AWXALr PXCPOSEO siOPM `EVER 1 BETTER MAX EXISTING S. WERE STREETS MST CI WT. UNITS OF TO E DETEgi M PM£MENi REPAIR TO BE OEIEPMINFO IN ME XEID BY ME ptt ENGINE@IOC gIPPAP ' I INSPEGTdi. l ] TPANEIT0N5 OF CURB ME IIHROW. PITFALL) SHALL BE MADE IN ]' (TRIP). ' CURB TYPE WILL BE DEFINED DUPING ANAL DESIGN. S / 6 PAWMENT SECTIONS TO BE PER CEOTECHNIGL RWpii. I B. ALL 9Poi EIEVATCNS ARE iLOWJXE (R). UNLESS NOTED OMERWSE. 10. ALL W/L(9 SHALL BE B' CONCRERE, UNLESS NOTED OTHERWISE, I / EL RA2W p AMCM CALL UTILITY NOi1RCATION CENTER OF COLORADO 1-800SA922=1987 r j ]-ASIPEss BAYS IN ADVANCE FIRS YOU DIG. UADE P4 EXCAVATE FOR THE MARKING OF UNDERGROUND $ GOMEMBER UTILI➢ES. q ❑pyp Is 0 q �' U A6+ / AID) 0 ED Go Rm 20 10 0 ZO 40 LL '�� r}ia �\\ \ PRDG000wAvl� SCALE: 1" - 20' / 0�./ / Allow IN RE RIVER /T 6e COOK 1// \ /// ♦ \ \ \ of Po //PdLpRE I ®pN. OOOPVA \\ gW \ \\ \\ 5 AAA CC / /•\\ \\ \ \\ TL `� p\♦ % \ \ o 0 0 0 Of All LID Will AV 13 LID Ax .�}OL µ'!w EXISTING WATER \ �\ \\ -1 `. a 0 G O /' TREATMENT FACILITY \♦ \ \ 1 ' A Eutrnw' /i'/ // LOT Z \N\11 1 AS �/ �i' /ii' I // 9¢ /ANN / \\ uMls IA 1 II It d MANOR / ROYPATH / {A / 1 / /1/ / /',/ //J.E' FB ' .LOT USE (mY\ \\\ / / / ,f// // o� i _�... y11\ \ \ I J //' Vol r :/ i i//?/ / II_� jam; 'i`o�•6rv`r I//' \ \"� Tx; 11 III _ N W z¢ / / If // / /� 1 I / i �`° Ar // / '1 1 r U A /AAAAAA // i �/ //%//% I 1/�r �r i/ I� I� \\\ \\\ 11 I�� 11 �f Z I If/ / / / / // / I I// /ry /' / LOT 1 / ♦`\ \♦\ i i / 11 U Z a //i / 3 /� i / By l AT000 If Ifi/'LL//��/i i////If i // i i If1 C. OO 4 ipQy/R /AEnswc 1 / I µ / r I / SosWA¢ WM 4' \♦ \ / 11 \\ Z 1 / 1 I �! Cpk4FlE HALL I LIXIQlUp IDT AUPE. \�[ / f / y / / AD SEUAIN I i r / �' I I / s¢ nsUJL sxsLT Ix \ \\ / / / / / / / / / / / / I \ \ \\ NEY MAP 1 / City of fort ANIIiAP COVAL It // r / / �S// I / 1 / I I / \ ♦ / \ I/ 1 / / vMDwsm I � /. / \ ♦ / \ UTILITY PLAN APPROVAL P 1 / //HMNC9IIL COAT PROPOSILAII APPROVED: I I I / \ \ / \ - 1� \ PROPOSED) PARK / MATCH L■E \\ \\ ♦\ 6tr DIBMWW Date t� ■//�yt / // : ■ t�"t ■ ■ t= ■ \ ■ ■ t ■ ■ tm ■ `I ■ ■ t� ■ ■ tt� ■ ■ ttt■P \�X tt� ■ \ aEaED aY: SHEET �/I ■ WL« s'MgL.niw Dimlr Dp.. /I CHECKED BY: / // / / / ' / I / I 1 ll /I I \ poswuE WM [._ ♦\ \\ \ \I \ sLaWIWaL., unnr Dale 7 y / // / / / . / 1 A I I § N I. \ n CHECKED BY: Paw R ReI SAL• 7 OF S CHECKED BY: T.omt E,BVWW Del, CHECKED BY: Job No. Dm. 2()3-25 1/xMDBAu m T PROGRAMS SHARE I I ; ♦\\\ l; \\ OF// \ I \ MATCH LIE MIDI EE SETT 1 \ \Ikwwv C O I % ,pc i I l \♦ ---__ CALL, UTILITY NonRCATION o m / / / / / ' I V \ ♦ —'\ I DENIER OF COLORADO 0 a m III ALF NMI \ ♦ \ ;A... 364 \— BOnDM "I ;'Ex 1-800-922.1987 " W o 0 I/ ElBI 2-BUSHESS DAYS In ADVANCE V W TIIANWiP1fµP / WE DETK 91h�13. \\.j� \ ■ FOR ME MANKIND OF UNDERGROUND U n -I 'pn \ BEFORE YOU a¢ GRADE. ON EXCAVATE Ex u'smw av / ,/ / / / / / l I / �l :. V (V \ Ci \� MEMO ununEs. �' V, a / / // / / / p / / END a'SWILE WIDTH F \. \ \\ y o =Al .. TER SODENALR CULVERT J ♦ y \ \ W/ ew KNOW PAID \ �i' \ ■ A 2a' 7M l I \ \♦ \\ ■ i 20 10 0 20 4O / zr 1 g B ) 2.B' PAN MR EONS(rBF) y _ /-. 1 �\maonoli MmIN \ \\♦♦\ ♦\i SCALE: t' - 20' 12WOI6IEF �C£ i CONB KOM IFSIRALE wDM \■ ♦\ MIIFS WTFALL CURB O�C FCN / @ GUTTER \' A, I 1 MIK ACCESS 2.a' PAN q \ \ 1. THIS PROJECT WILL BE PHASED II ME EYflnNc IIIREMAIxINO DURINGDURINGXG F 0 THE CONSTRUCTOR OF ME HER FAtl4T'. UTILITY sERNCE MLL BE MNXTANED 6 TO ME EXISTING BWLOIXG DURING ME CMSTRUCTCH. THESE PLANE ONLY SNOW O OR I J/ ♦ \ ' ME 'FINAL PRODUCT• FOR THE PROWECr. SEE REMOVAL PLAIN FOR EXlsnnG IN BAN AS l / W V k WALL CUTS O \ \ \ \ UMPEs IN THE CWSTRUCRON AREA REWIRING REMOVAL AND RRLCAnan. Illy _ i S Q , \\ \ \\ 2. Au Rw STORM SEMR Mu BE Cuss W RCP MTH WATER IGMT JOINTS Go .ST / / / , / J 61 WTFALL CURB 6A. \ \ \ ■ \ ASM C4 3) ALL PVC STORM sENER ALL BE SOR ]S (SEWER PwL) INbIAIIFO < / / , ,k / ExlsnnG 1 1 k W9ER \ \' NDARD& AGO DRAIN BASINS Mu TO REMAIN WAIL 11 W. \\ \ \ `\ GRADlw TO REMAIN / / / ♦ \ ■ HAW L RIFIAPD LIDSWPO L uMTs a aTY of FORT WlLps sAnlo�o Ea R su A ALL KPRW BILL N E DOE O PADS "I L 9E le• 1HIG MM e' $OL coKR Mm 6• BEDDING, ARLFss NOTES OTHERWISE HA .. ALL R IN PARKING AREAS sxeLL HAVE r vervs. I \ KmwALE MM s DanaM wOM. W1fILL WIN \ O.6S LpIgTIpINAL $L6E. MNIMVM ELSE2 I.0' CfEP. YE EIAIL SHEET I] ■ 0 S. ME LANDSCAPE H FOR PLANTINMW GS RONWFI NE E GTE. 05 / • / , ! / / //' '{ / 1 Jo \ \ ■ I D. M OE PROPOSED RAMPS. WAI%S, AND CURES CORRECT TO COSMIC OPINES CA W CUTINALL B SMEM ME AREA DISTURBED SHALL BE RmMED TO A MINDITON EQUAL i0 OR _ \ \ BETTER THAN CASTNG CONDITIONS. ERE SMCU CETS MUST BE T, LIMITS OF GO' / ! Pf✓O l / 1 / l / ' wI I I Y GAMES h/ • \ .\ AT MIND CUT v/O'xlW / PAVEMENT REPAIR i0 BE DETERMINED IN ME MELD BY THE OTY ENGINEERING Ill/,P' @i \ KNNW PAD ' INSPECTION. l _ J. TRAN9TGNS OF CURB TYPE (INFLOW, WGALL) SNAIL BE MADE IN J' (MITIIII l Pl aA I /, _--_"___ / 3 \\ \ \ ■/ CURB TYKE MU BEC ND DURING MAL OEBIXI. W 2tl vAx --i 9 M1V y \'\ \ \ ■ e. PAIEMENT SECTIONS TO BE PER M07CMICAL REPORT. OUG TEa CURB _ _ _ _ _ 8 0; \ S. ALL SPOT 0.FVATIIXIs ME ROMUNE (N. UNLESS NOTED OTHERWISE, d I ( ! 3 x 20 li OF IY RCp ./fE3 / 2 l I 1 I l!I AOE a'E / To ALL WI MALL E 0' CONCRETE. UNLESS NOTED OTHERWM I I L 6. \'. ! 1 1 / I J I fj•2 \ I al WRALL WRB AV '� \ \.\ \ \ NV.3. NM41WL13 1 ■IX !M O 0 d 0. \ \ k W ITER R1A• z 0' PARK \ \ . / [ MR SO ON Hv I P I / - _ °V^ @ WTTER \ for % GRADING LEGEND \ II SU 1 I I I \ \ 4t QUauL CURB � a \ \ / � \ z i / I > 1 I /! 1 j /� _\ bey •.K _-----_ OUSTING CONTOURS SAY \ —MI — EMSIING INDEX COxmJRS y n I I 1 I I I I \ 7--___ 1 I ewrrtR 6r a \'" \ .. oI ° '" RAN lo'16F / '■ vRavoxD caxTWws °' o ,_ o CUTEALL WE a" _ E ,� \ RRRM PJ,E ■ —Woos— PRovoscD INDEX cwTavRs o° y o o` @ CUTTER '�\ 6— NOr \\' \ / .�♦ `\ ..._ PROPOSED MORI — PRavassD INFLOW CURB LOT 1 \A k(ATTEa RB T —�—\ _ `-1_ \.__ — IF PROPOSED OUTFALL CURB I I I 11 4 R 9.0' WAIN �k �� I __ --` 11 1■ — PROPOSED z PAN C I I I I I� I I I / I II ��. 78 3' \ � ■ PROPOSED STORM sE'ER IF RIPRW \5p' SWPE VARIES A z.D' PAR LLb! ltl CURB VUT'wA00' c per'QANM EA MY I / I )'- Y 20' PAN a \ RIPRW PAD I ` R RONLHF 'l l h GUIT ERLL WR SA I 2 \ 1 11 1 BOSYEAIE MB' ■ ` FF MxlmsO ILMN BOnOI MO�I, SO ■ \♦ FG FINISHED GRADE WTFUA WRe w `1 WNWUWI wLBBEI ' In LOWPONTHOW HIGH I.s' Z;1ETAx�iN K R CUTTER \ 1 , WE DO ID' DEEP. Nv =l A*n!n SD (q�663„Xng Do PAR y \ WE ErAn alF!(r i j i I' IJ j i 1 CONCRTE 6, ' z.0' vAx W1fAu WIN 6F n 8 / CURB / _ _ & SUMMER UiR It 11 , \. uYIS ■ EX Easnxc GRACE PROPOSED WTFeu CURB R Wi1ER I I "XIOfADlll ■ row TOP a WALK I IML I I I BASKETBALL COURT & CUTTER de WTFALL CURB tOM I k Wi1ER FDA TOP a TF FDA z.a' PAN \ TOP a ASPHALT Z IX, AZ \ J I I t II EARTH I q�r0 _4 \ / p , \ \, \ I N U a io R"IMMI LL 'III I... fy xo WRe �''''''1111��"""i""" \ al.m ! 7 11 / a a • M (wN% FLUEX ./ASP M GUAM ♦ / W US ± I A 1 ' W (' y 1 Ba' wsOK ;...., / k= / rKp CURB " "ER 1 I \ / 0 FF-- Z wyN / \yL' (x FLM ICI ./A.aHUO Wrm I 1 �■ D U) Z Q Rauv / I 6 mNE MDIX NDTH AS I� /� +oa wA1R 1 ) el. IN H� 1 Jz jIII I'PW — v — —'I, —` f / g s row 00 zD1 As Z V v. all wALK - _----`�2WRML\ / ^0Y ,IAIa l % -Ni KEY MAP S, WTTerz— — /f � n j \�' City o/ Fort Collins. Colorado I / / i ' ■ // UTILITY PLAN APPROVAL TURN iiaOOR , '4 sTdM I i j ii-- APPROVED: ctr E�sm.N Dub SHEET AZTLAN / z II D'PRN .<»N. UNARY o.e. CHECKED BY: (� �' 1 I I / / / ■ CHECKED BY: 8 FF=4967.0 LOT 1 AT �` _ i j / ■ SmRuwNW ULEr DA. V "I k Rm»tbI D.t. �■ ai ■' ■■■■_■■—■■■'■■■■■■_■■� i ■■.�■ -.�o.� ._" ti ■� CHECKED BY: I 'y \ 1 •� I, N / / CHECKEDCHECKEDD BY. ElPmer D t, DNIk 8 OF 15 RNIP -\ \ 6 \ I\ CHECKED BY: Job No. ob 203-25 AZTLAN FF=4967.0 LOT 1 MAL '\ 1 \ 1 \ 1 \ 1 \ 1 \ 1 \, d 1 1 \ R SETTING CONCRETE WALL \ To REMAIN AS EArENT \\ �. z.D' SJOEWN% tlILYFAT 'MOSEO REMAINING JUL N OF WALL 10.0 T/I� 20 PAN ♦tuND ni BOTTOM � vwl,�_iJ B.0' PAN M FK RM X IIOAO 2.01 PAN EMI MORINE O \ 4 / e.92 \ \ ME M CONCRETE / \ RAMP I \ W / ' TALL 92.3CE CURB ANC\ITIER x/3.0' PAN \ \ CCNCREIE I \ FROM EXSTNC CURS AM JWTTER TO TO ROW PRCPoEW DRIVEWAY. PATW HALT \ AS REWIRED BY CITY M \ (X q5 AND WTTT \ \ I \ \ IX \ e• / \Hz \ \\ JL / \ IX EC6 CF .(4FIXLr 'LD PA" / CENTER Or COLORAUO J An 1-800IM922IM1987IC m m CALL ]-SUSNEM DAYS IN ADVANCE a mmi. / ■ BEFORE YOU DIG, GRADE OR EXCAVATE O a So • , ■ / FOR THE MARKING OF UNDERGROUND U So / BN / I MEMBER U9LIRE5. _ 1 ■ CSC d RAMP �n Y \\ \ ■ ram^ o C / WMIll CLIMB\ _1 VJ 8 C tl W,in GOTnR 1 '4 / / STOP OWNS \\ \\ 20 10 0 30 40 '�CB'O n g a_ IL / ( Uo15 OF \\I / �\ \ SCALE: 1' - 20' Q gUONO RELOCATED INDICATOR Mish """P RIIi NONE s \ / / J T THIS PROJECT Wu BE NAMED FACILITY MM ME ELBnSG BUBDwc RBE MAI T IDURING NED / • w' ■ TO HE EASTCTW Ci NG NEW HEC VPUTY SERVICEWILLAN MAINTAINED TO ME EASDNG BUILDING THE PROJECT. SEE CTIONREMO, iMAN FORE OILY SNOW W / 0' PAN ' / ■ ME FINAL THE CON Fqi ME AEARYE REMOVAL PLAN RELOCATION EXISTING LO \ TOe UTILITIES IN ME COIBWVCPOR AREA REWIRING REMOVAL AND RELOCADW. Q O In =/1P 2(ASIAMu CMRC]Pj. STORM Mu SE CLASS III ER AGAR JUNTS a ALL PVC STORM TETRA WILL BE MR 35 (SEWER PPE) INSTALLEDJII T / COLLINSANITAPY SEWER STANDARDS, IDS DRAIN BASMSMLL LOT LINE (TN) HAW STANDMM LIDS (OR 4.y MFRO`FO EQUAL). m 6 B' 1 / MATCH EASTMG ■ a ALL RPRAP VALL W TYPE -L'. PADS WILL BE Hr Mcrc MTH B' SOL COVER BE /2, S / ASPHALT ■ AND S' SEWING. UNLESS NOTED OMERMSE. DS / APPDX ASPHALT A ALL CURB IN PARKING AREAS SMALL. HAW I' PANS. R — I S SEE LANDSCAPE PLAN FOR PLINnHOS THROUGHOUT THE SITE. N 1 / p GOTTTEN 6. WHFRE PROPOSED RAMPS, WALI AND (CLF9s CONNECT TO BOOSTING DRIVES CR Z SIREETE, ME AREA DISTURBED SHALL BE REPAIRED TO A CONDITION EQUAL TO ON CD \ LOT 3 ■ WTIE" MAN EXISTING CONDITIONS. WHERE STREETS MUST BE CUT, LIMITS OF WS me ■ PAVEMENT flEPAIP i0 BE DETERMINED IN THE FIELD BY ME CITY ENGINEERING $ �' \ INSPECTOR. p \ A I \\\ T, TRANSITIONS OF CURB TYPE (INFLOW, WTFALL) SHALL BE MACE IN S' (TYPO). o k I CURB ME WILL. BE DEFINED DUPING FINAL DESIGN. S. PAVEI SECTMs 70 BE PER 4FOTECHNICIL REPORT. jQY$ \n, —L �� ` —�-- _ ■ 9. ALL SPOT ELEVATIONS ARE FLONLNE (R), UNLESS NOTED OTHERMEE. W / \ ■ O ` 20PIN ' \ 1P ALL WALNs SMALLOTHERWISE. L BE S' CONCE, UNLESS NOTED o Z \ \ \ END CURB AND of MATCH \\ EOOSTHG iLOMUIE O 'O O O Ilk CL \ � PUBLIC A EMERGENCY \� \ ACCESS, ALIGNMENT MANAGE. NT AND - ■ \ �AD� IFI WUTY \, BE\\ S LEGEIND X PROPERTY BOUNDARY JANGAW SuseELvM m IT: LOW OF AI — — — — — — — WSTNC CONTOURS — —ON— — EX6TNG INDEX CONTOURS PROPOSED CONTOURS �AWI PROPOSED INDEX CONTOURS —^--------- PROPOSED FLO'MME ...�..�..�..._ PROPOSED INFLOW WRB PROPOSED WIFAL CURB PROPOSED z' PAN PROPOSED STXRM WINES RIPRA➢ R FLOWJNE IF FINISHED FLOOR W FINISHED CRAPE HP HICK PONT V LOW POINT INV INVEST EX EXISTING GRACE TERM TOP OF WALK TOO FOR Ci CONCRETE TDA TOP OF ASPHALT City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: _ any EryMw CHECKED BY: — Mbw a Woslnuw Unity CHECKED BY: — $Ivmw\W uunr CHECKED BY: — POMe k RwAeUm CHECKED BY: THAT, GGInw — CHECKED BY: \ e \ • x ` ` ��I Y \ S ■ 31N • I \ LOT 2 0iK 0 ' NATION EUROBOND ASPHALT TiNL \ CULVERTS W / _ S. if IF M RiR / 4 LOT 1 E, I 1 j \ ■ ■ / LOT ONE I 1 h / 1 9 / WIN T 1 .-- FII ' \ \ 1 / \ EMsnns o,WrEn wrvlarYO LOT 11 / / ■ / % / ■ / -------------------- EL \ \! � PRaPFfltt \\ � I BWIOPRY CALL UTILITY [BXOBNOTFICANON TER COLIXU CENOF D0 1-800.9221987 LYL 2-SUBMEES DAYS IN ADVANCE BEFORE YW DIG OWN. OR EXCAVATE FOR ITS MEMBER V1F UNDERGROUND M 20 TO 0 20 40 SCALE: 1' = 20' \ 1 \ t / 1 1 ( � dluxnGE nLIGNIExi I — \\ 1r vro e r TYPE-M' \ \ RPBAP PAD GOOD '). \ `\ 9' TORE II BEDDING AND S' \ \ \ MUTATED MIL COVER. _ \ , EXCAVATE AT LEAST W _ \ BROW EU NG GRAN PROM 1\ \ TO INSTALLATION. \ \ BUSHED MADE OF SOL MOW RIPRAP MUST BE \ [pMSTING MAN AN EauAL To ME Non n. 1 \\ y\ APMOgMAGE LOCATOR \ Y i OF RPBAP pp11 REMAIN YAIN nlx BE RFMOL£ CpS1�NG \ COxcRCR AUB&E.. Y.... RFINE T E STRN RWuryoPEROT FLOG � \ \ PPCREMMER RCWCiB \ \\ \FOLLOWS mvu� GCflPoKR, \ ` \ N� , NN \ \\ t \\ \ • , NN 1RMi B \ -PAY I I EMBRYO SAMIARYMWEA m 1. THUS PROJECT WALL BE Pxasm 1H ME EXISTING BUILnMG REMAINING DURING ME CONSTRUCTOR OF ME NEW FACILITY. nun SENATE WILL BE MAINTAINED TO WE EXISTING WILLING DURING THE CCNSTPUCTCN. THESE PLANS ONLY SHOW THE 'FNAL PRCCUI FOR ME PROECT. 9E£ REMOVAL PUN FOR EXISNxc UTU IEs IN THE CONSTRUCTOR AREA REWIRING REMOVAL AND RELOCnnON. z ALL RCP STORM SEWER WILL BE CLASS A RCP MYTH WATER TIGHT JOINTS ABTA UC] ALL PVC STORM SEWER MALL SE MR 35 (SEWER PIPQ INSTALLED ER an 'FORT COLLINS SANITARY SEWER STANDARDS. ADS BRAIN SAANS WILL. HAW STANDARD LDS (M APPROWD EQUAL). 3. ALL RIPRAP WILL BE TYPE -0, PADS MLL BE RV MICR WAIN V NA COWER AMID V BEDDING. UNLESS NOTED OWERNSE. l ALL CURB IN PAWING AREAS SHALL HALE IPANS. 5. SEE LANDSCAPE PLAN FOR PLANTINGS MR0UGHCU7 ME SITE S. MERE FAWNED RAMPS, WALLS. AND CURBS CORRECT 10 ""NO DRIVES M STREETS ME AREA DISTURBED WALL BE REPAIRED TO A CMI EQUAL M OR BETTER MAN EXISTING CONDITIONS. ERE STREETS MUST BE BUT, LIMITS OF PAVEMENT REPAIR M BE DETERMINED IN THE TWO BY ME CITY ExPNEERINO INSPECTOR, ). TPAN9TMS W CURB TYPE (INFLOW. WTFALL) SNALL BE MADE IN S (TM.). CURB TYPE WILL BE DEFINED DURING FINAL DESIGN. S. PAVEMENT SECTORS TO BE PER GEOTECHNICAL RMMt 9. ALL SPOT ELEVATIONS ARE ROWUNE (R). UNLESS NOTED OTHERAW IO NL WALKS SHALL BE V CONCRETE. UNLESS NOTED OTHERWISE. 11. ME CM9TRUCTM M ME TYPE -M' RIPRAP IN THE FLWOPLAIx ALL REQUIRE A RWOPLAIN USE PERMIT. THE IMPROVEMENT RILL REQUIRE A 'NO RI CERNWCATM AFTER CONSTRUCTOR. TO ACHIEVE 'NO RIM' THE FINISHED GRADE CF THE SOIL ABOVE THE RIPRAP MUST BE AT M LOWER NAN THE EXISTING MADE IN THIS AREA. THIS MUST BE WRIFIED RUN PPE-CGNSTRI AND POST -CONSTRUCTION SURVEY (CONTRACTOR RESPONSIBILITY) GRADING LEGEND -----"'-" EXISTING GERMNS — —am— — EXISTING INDEX CONTOURS PROPOSED CONTOURS —4903— PROPOSED INDEX CM1WR5 _...�...�...�..�.._ PROPOSED FLOWUNE ——^—^—^--- PROPOSED INFLOW CURB 32T..LT..2TST PROPOSED QUTFALL DUMB _..._..._...—...—. _ PROPOSED ]' PAN PROPOSED STORM SEWER RIPRAP R FLOW.INE fP FIMR9ED ROOM PO FINISHED MADE HP HIGH POINT LP LOW FONT INV INVERT a E ONG MADE MAN TM OF WALK MC MP OF CONCRETE O)A TM OF ASPHALT ® KEY MA\P City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: CHECKED BY: yx_ ARMY h W&RAwaM Daly BOND CHECKED BY: W orm"I DRAY DOW CHECKED BY: Pu11e n RecrMUN, DUE, CHECI(ED BY: imHk Engineer Date CHECKED BY. — me a 0 O O N Q. N II 0 In Zm aW J � F. Z z W aVCL p 1_ z (n cZ a H L � • I SHEET 10 10 OF 15 203-25