Loading...
HomeMy WebLinkAboutC602 - SITE DETAILSr Ir Led — r TOP 2 _ IIR. � VC: b Ile Z W n ti - .riiM D=71/Y h i fWg6R O W U CO! U cM CURB AND GUTTER, CONCRETE, TIDE lI m No M.. < Do U U WAIES: MI (will AN WILBrE MOSLEM GAL.BEE 91 e1VP MVE DUK ALL DwP x. BE POACHIN IFTHLOALY PUArtU OURM HE A MINIMUM DAN BE 190 M OCUTRAL MIT TRY 5 MAXIMUM OR RED RY,T ". A [1WI WE MMM. OOY NO NXIII AM COMPATION MAY OMP IS RN WK UNTIL 5 NL W5 WK PAMMR PI.M.WR mAR1E MALL A IN ACCORDANCE WIN EMT MAxoum mURNAnoK Z Q � O Q p e mFW An IA WeuE 0.5 A FAA A &T Pnmw if oax2YlE a OIL Cb OIL / 12 L JOIL 3. MASCRIEKW f5 RDwo NO CC Al TT -USE PATH AND STREET CUT REPAIR DETAIL ti YA No rvE U F rM WY x ow A rF wnN PARvenW KRrMI mamEPHMKrcunKMFW AMRr. TAMCMTSKR A91ID tl.YF6m X M G1E¢I SIAWAW D' IKT 9fmG1AHi SE4TM 4M w� MFRI,wRHm R WwE LL.LLE�wwPMFLL wR,M w�WMwWR�wwwlw E m off~ N f PIPE 6 RA41M M NK WRw11C W0 MIRY BNASL 9WL BE RA W WEMNRNS M U1EIM RDyWOA9l15 (M (. STHE N If I!M ASo f PM IF Pro. PAULH Mw RHM Hu LP PC if ew. ENT o —G 59',12" STM O 0.85% IF MOTE O r LMm MAUR"^ 4 O 9 " s� /0• MIT R Am ¢ A' m CIC s y�i i / Wp mIPACIFY 9AINSL Q V 1OIX 6 MF OA xnX x p N b ¢ 13 BINYPpUS PA'hYITT y OPEC 3 'o-r � wxveR o; AT RmM EwNeUx MAA) g R STRAIGHT CONCRETE CURB oXxxxxxxxxxxxxl O K M•„ R UMIXEDF wm RmM xm M sxaw Dom MEa C3 Ma MME WIN PAmT MAIL PHILIP MMW IN mR mW ALL L �Fm CONCRETE SIDEWALK MI M ALTO SWI BE UI IN mllNu y NWD DUKE NO A MINIMUM RPM BE IM o WMVE MYRW 9WIRNE SLR RWNC CONCTE WERR ruwr'PH96 Eo. XuaPvdlllm SJ m p wllMx,ums EVERY 5 Mlxlwr w Xn Ewrc IV wIWW CICm Ai TAXA mmR m PMK ma 5 M GCRIWR M CCUPA{pM WY OCM 12r OIK AMC. MCI MR PAS#DM OMAEIE ZVIC Q ONr BFPM RNRFR WB rOLP.MlE6 A5AEG11EM Do PC R YRU AQMSS BM'h3 HEi E, SO 9Vll eEH Af[OIWXCE IBM MOST SMLA®MtlPGMXS PM E 6 BEmRD RJ SIGE YL WE M AT A W R V, YM EBSIXW 6 NAr65 W.4 ftCI p� SEE xR (wLMPAR TTOOw low n A4NAV R20R M51MHK M. o = ¢ Lc ATT IA SAY A"' (/J x W J O IY NIX U a INSTALLING CURB ADJACENT TO EXISTING PAVEMENT _ XO SIS E o MHMwM WRtl EPAI TMALL K V"MOVE � ALL w SUFACE CJ a ADnm AWIX HULL Rva N m wwuYK W.WBN A MIMw Rrm a10D PAN OWr91 ABARf RRA FACE (dRR MM BE SHE0 ROM EWPY 16 MINIMUM . PR0 S8AMMN ASEAN fl MY CO COm K SraaalaN a MP MWY Omn IT USE US UNRL M rvu Mrs MOVE PRRD F P.WINP IRIPEIE An FLIER Eraz" Sm[rcuixAGE dwat RURAL IF r2mW0 $+ I maii OOLRCRIE CW MYL R NSINIEO WHEN I I/r UI AW59LTM 1IK R XW MMq SS AD MALL R KwIm A MAIM WSM MARS aC PC mlv4R Mw R wTwm x AraKxIR WR MMr mwAK sPRrum.AT NAN f 6" STM LATERAL,/ ® 1.00%/ MIN. /..'.. W W �."... STUB lY2" IRR. SERV. FOR j.' CONTINUATION BY IRR. CONTRACTOR 3 �\ FH J Z FDC r / =T—TT ---Fri t O 2591,12" STM 0 1.62% 1i1 KEYED NOTES 05 OR HOME2SUITES GAS SERVICE & METER © PR 6" COMBINED FIRE AND DOMESTIC WATER SERVICE. ® PR 6" FIRE WATER SERVICE RELEASED FOR CONSTRUCTION © FOR 3" DOMESTIC WATER SERVICE Subject to compliance with all regulation; of State and Local Codes SOUTH UTILITY ENTRANCE DETAIL City at Camel ('} SCALE: 1 "Imi �VT�1DWWiNDAAL DATE: 07/22/19 EARM rti Y[WH SPEAR 1 �wK41E ELW a OW a W11FH A2MRr OR D]Pg A 7 NDw mT R N FMC US M� BE PC MRPKE IE'kL A - pla. PROL �m HARPER L xuWO IFEFGIE NF6111F 4 WE M mlla.YmT PC OR IN III ORAOBX "Iw mcmim HE UNDERDRAIN NO Si WE, Of E4[ml•`TmSP6 YDAID YIOX�AHM MOW F NWoM1wI STANDARDI CITY OF CARMEL STANDARDS DRAWING 10-Ip UNDERDRAIN SURFACE COURSE ASPHALT INTERMEDIATE COURSE ASPHALT A IN PAVEMENT AREAS - DENSE GRADED AGGREGATE #53 STONE ,b a J AGGREGATE BASE (HD SECTION) 12" MIN. OVER --PIPE, AREAS IN LANDSCAPE (USE COMPACTED '?I SATISFACTORY SOIL ABOVE AGG.) IN PAVEMENT AREAS DENSE GRADED PIPE AGGREGATE #53 STONE 6" PIPE BEDDING 6" PIPE 6" DIA. TRENCH BACKFILL DETAIL NOT TO SCALE RIM ELEVATION 856.73 FOR 12" INLET PIPE 3 S I wan WOe TO aw CT-10 DEBRIS GUARD i Hp A 1 RUN is DNA 11 is Its A 6/3 Its 4 Its ME W4 AN A 6 As is 314 NOI MUM XMIL, R. un,:l4iv°8A ARE A: R. D.M. Amo®ALA BE ANSI4. SO � THROUGH PIPES WILL 08 DPio D-12 OFFICE FRAME AND COUNIUM AD ffMInM -PRECAST CONCRETE ADJUSTER RINGS IF INEXIII NOTEMANHOLE . TO AMID 410 oeYe PRBFORMEU HOLE TO CEMENT MAXIMUM I I L— PIPE OLD M4 SLOPE BENCE B OF PLAN BOOSTED ANSUDDEN ABR 9M1 FINISHEDRMNMKAD BAR APPROVED ALTERNATIVE SECTION 9 YIHWDY MANHOLE Ba OF AE STANDARD MANHOLE FOR PIPE SIZES 12" THRU WW2.IWM.M,WMACE F: IS JAI 1� =�IIiErLi D-20 JORDAN 104E or 10e2 PP yYnrr eS W .Ln pueV 31 As I MI RA. ro Mm m SCAM f WALL CT-1 I E I J WALL PR TYPE C MANHOLE WALL -- /�IX NON —SHRINK GROUT DIA. +1" DIA. I 11 DIA.EX 12- WALL 11 EX 6" PVG OUTLET PIPE T_1 I'TOMME OR GROOVE WALLS E WALL — — / a INV. ELEV. = 851.02 INV. ELEV. = 851.02 OUTLET CONTROL STRUCTURE 1 NOT TO SCALE DIA WALL OR GKOA WEIGHT A"6741 D E DIA +1 15" 2 1/4- 2" 970 6" 73' 30" 16" He" 2 1/Z" 2 1/2" 13Q 9" R' 36' 19" OUT3" 2 1/2" 1820 9 1/2"73 1/2" 48' 25" 30' 3 1/2" 3" 2400 12"" 73 3/4' 60' 31" M. '1 3 1/2' 5500 15"4" 97 3/4" 72' 37" 42' 4 1/2' 4" 6300 21 1/2" 103 1/2' 76' 43" PRECAST CONCRETE END SECTION NOT TOSCALE wPOP PON n ~ I MCA m Oe AUX `•, 53" K O Z Y zANo m W oyLISP LEE CAP a z m m CAP W k O U U AT W ptiLL W_ W_ U p p aIII Of o U FS w AS BE ti BID ISLAS AS ME CIA IBM a • -> �+ 0 Q Ell � U AN INV, J J CAP 2 J - m W AT o o0 p D POP Of rcm UIf But) w IL IWy W mw Z H rn Z D O J :3 N x Wc 03 O G U p 2 rn F— LU 0 W H m C602