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HomeMy WebLinkAboutW_5203_SPROJECT LIMITS \ ' ' COUI-JTY VICINllY MAP SCALE: I" a ~000' PROJECT ADDRESSES: 21003 PELICAN HILL ROAD IRVINE, CA, 92715 { IN UNINCORPORATED COUNTY OF ORANGE BORDERING CITY OF NEWPORT BEACH l SPYGLASS HILL ROAD CORONA DEL MAR, CA. 92625 ( IN THE CITY OF NEWPORT BEACH ) CITY 01" NEWPORT BEACH PUBLIC WOFll(S DEPARTMENT DON WEB, CITY !NGlr-.t:ER PATE SUBDIVISION RANCH WATER OF SEWER ~ CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ' ! ' ' PATE i 1 IRVINE TRICT iR'¥INE RANCH WATER DISTRICT APPROVED ORANGE COUNTY FilRE / APPROVA !TIES N'PRr:NN.. OF WATER FACILITIES I ::~:=--:=--~=--~;~_::::-..... ::: . ..,_...,-...,~ "' DAit ➔ BASIS OF TOPO: FLOWN BY: R.J. LUNG DATE· 6/14/B6 SPYGLASS HILLS RD. TO EL CAPITAN DR. FLOWN BY: AIRBORNE DATE: 2/03/8B EL CAPITAN DR. TO PELICAN HILLS RD. DAit I PLANS FOR CONSTRUCTION OF WATER IMPROVEMENTS IN SAN JOAQUIN HILLS ROAD FROM / 0 P.D SPYGLASS HILL ROAD TO PELICAN 1. 2. 4 3. 4. 5. ,. 1. 8. 9. 10. AS-SESSMENT DISTRICT NO, WATBR I NOT[s The water systM 1s ta i1be installed by the Developer. 11. All water systM work sh.all confo,. to the Irvine Ranch Water District's "Standard Speciftcatio~s for the Construction of water, se,.-r, and Recla11•d Water Fac111tles,• as lut revised. : The lrvln~ Banch Water IOlslrlct shall be called for tnspectto~ two working ~•ys before start of work at (714) 1'1~-7500 or 476+ 7634 A precons~ruction conference of representatives frOII affected ,genctes and t~e Contractor shall be held on the jobsite 24 hours pr~or to start of work. Tht water I syst1111 is to be staked by the Developer's Engineer ,ta minimum 5b-foot stationing if there are not any efihttng curbs .~nd al grade break,, change of horlzontal allgment, an appur.tenQnces. • Any water service found, to be within a driveway or sidewalk ~hall be r-v•d Cot11pletely and reinstalled at the pr~per location,: •t no cost to the lrvlne Ranch Water D11trlct. All llilin )tne valves sh.11 be metntatned so as to be accesstblr during tract1dev■lopment, and all valve stem tops having over •~. Inches of cover wt 11 requt re an extens on as per Drawing W-B. ' In restde~ttal streets, the top of the p1pe 10 Inches and s11111l,r shall be a minimum of 42 1nches below the finished ,treet surface, and 48 1nches below finished street surface on all primary and secondary streets. ' All fire *ydrants shall be set with the bott011 flange 4 inches 4bove the concrete pad or sidewalk without the use o( spools. All waterlNins 6' through 12' shall be Class 150, ACP unless ot~erwlsa noted. : . ' No taps oi other connec,ions shall be 1Nde to 1xi1ting District ater melns prior to conducting an approved pressure est on the nei., water distribution sy,tem. Tapping s1 1 eeves shall b~ pressure tested in an approved n,anner in the fiield 1n the presence of the lrvlne Ranch Waler District ~nspectar, prh!r to tappln9 th■ 1111in line. Tapping o~ the 1111tn line shall not proceed unless an lrvlne Ranch Water District ~nsp■ctor ts Prt■sent. 12. 13. 14. 15, Where •ters and •ter boxes are located within slopes, the angle Mtlr stops shall be so located that the 11N1ters and boxes will be paralltl and flush, respectively, with the finished surface. No meter Is to be placed w1thln any sidewalk or driveway area. C1rbs shall be inscribed wi'th a •111• indicating loc1t Ions of a 11 dllfflesUc water 11rvices. Individual pressure regulata·rs will be required by C1ty of Irvine If 1ver191 s1:,1ttc ,r,ssura 1s 80 ,11 or •ra. Controctor sholl pntect In place and cdjust to 'grade all valves and risers on domestic and reclolmed water llnes per detail W-7 l)JOTICE TO CONTRACTOR: PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: I, UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY 1.D. NUMBE,R 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDE:RGROUND SERVICE ALERT [l-800-422-4133) 'AT LEAST TWO WORKING DAYS PRIOR TO COMIIHENCING EXCAVATION. SIGNED: DATE: PALEONTOLOGISn-: ARCHAEOLOGIST: GEOTECHNICAL CONSULTANT: DR. JOHN COQPER 16737 FRANCIS DRIVE CHINO,CA. 91709 (714) 773-2662 ! FUNDED BY: ASSESSMENT DISTRICT NO. 88-1 COUNTY OF ORAN-JGE THE KEITH COMPANIES MICHAEL E.· MACKO 200 BAKER STREET COSTA MESA, CA 92626 (714) 540-0800 DEVELOPER/OWNER: THE COUNTY OF ORANGE 1 0 CIVIC CENTER PLAZA SANTA ANA, CA. 92701 VINCE ROSALES (714) 541-7460 LEIGHTON & ASSOCIATES, INC. 3050 DAIMLER, SUITE 8 SANTA ANA, CA 92705 (71 4) 250-711 5 EMA -PUBLIC WORKS COUNTY OF ORANGE APPROVED FOR CONTRACT ADMINISTRATION: Dl~ECTOR Of PUBLIC WOP!KS, COUNTY OF ORANGE WILLIAM L. ZAUN HILL -ROAD 88-1 UTILITY SO. CALIF. EDISON PACIFlC BELL TELEPHONE SO. CALIF. GAS CO. PHONE NO. (714) 859-5253 (714) 966-6216 (714) 634-3106 LAGUNA BE,\.CH COUNTY WATER DISTRICT (714) 494-1041 • OFFICE 1714) 476-7500 JRVINE RANCH WATER DISTRICT INSPllCTION (7141 476-4635 COMMUNITY CABLEVISION (714) 721-62.26 THE IRVINE COMPANY (AG. DMSION) (714) 544-8890 UNDERGROUND SERVICE ALERT 1-800-422-4133 CITY OF NEWPORT BEACH uTILITIES (7141 644-3011 PUBLIC WORK 1714) 532-0444 PREPARED BY: THE KEITH COMPANIES . ,.,_.,,,,,.. ·w-.- • .a.w;: JIJJE,dl' -~ • UJlll SVJIVnINl'J. • 'HJiif"'Jt MJ0 ....,_ S1rwt, Gbd111 Mi.ma,. C~ SMM(n,t)IUO-OIJIJD INDEX OF SHEETS SHEET DESCRIPTION 280 TITL£ SHEET 261 l'll'ICN.. SECTION5, 'CONSIRUCTION NOTES 282 283 284 265 266 287 288 289 SAN JOAQUIN HILLS ROAD BENCH MARK: T.B.M.: CENTERLINE INTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROAD AT SAN JOAQUIN HILLS ROAD STA. 127+54.75 TOP OF BRASS CAP ELEV. 415.915 M.S.L. STA. 127t54.67 TO 136•00.00 136+00,00 TO 147 ... 00,00 " 147-tOO:OO TO 155+49,07 155t49.07 TO I SSt00,00 165+00,00 TO 175+00,00 175+00,00 TO 186+00.bo 186+00,00, TO 197+00,0'o 197+00.00 TO 205+77,4.9 BASIS OF BEARING: CALIFORNIA COORDINATE SYSTEM ZONE :l!l LINE BETWEEN O.C.S. MUSTARD 2 AND C.C.S. PELICAN HILL BEING N30'16'05"W PER R/S 86-1 083 NO. Ats BY DESCRIPTION SHT. APP'D. DATE REVISIONS I ~ :,: 6 CJ I 11 f • i! z ~ G) ~ i: ! z ~ • i ! i • C ~ ~ J:J I a I l I I ./.-~1· •.·· .· i ,· ' rl ~: ' ; :,: § ~ I I ~ ~ i8 -~-~ z ~ ~ ffl • • !;I· i ; I I ' I . I ·~ ~ • ii ~ ; " ~ C • ~ I "' i I / ; e I I ; I ~ z I . I ~ ~ I l> ./ ~~i V\ :!E ' I\) z I\ ~ G) )i•~ II) s: ~ ~ r ' I • 1_ ; § z ~ CD ~ I I CONSTRUCTION NOTES WATER IMPROVEMENTS AND OUANIIIlis 8 INST.-U. 8" RESILIENT WEDGE GATE VALVE PER 1.R.W.D. STD. DWG. W-7 @ . INSTALL I!' Cl.ASS 50 0. 1.P. WITH BEDDING PER I.R.W.O. STD. W-11 @ INSTALL 12." CLASS 50 D. I .P. WITH BEDDING PER I.R.W.O. STD. W-11 8 INSTALL 12"' RESILC:NT WEDGE GATE VALVE PER LR.W.O. STD. DWG. W-7 9 INSTALL FIRE HYDRANT ASSEMBLY PER I.R.W.D. STD. DWG. W-5 0 INSTAl.l. BLOWOFT ASSEMBLY PER I.R.W.D. STD. DWG. W-9 4€4 465. 'LF 7,8C10 LF IZ l;A 10 EA I EA . 8 INSTALL 1" AIR a. VACUUM· RELIEF VAi.VE ASSEMBLY PER I.R.W.D. STD. QWC. W-10 I eA - I- R ' 1,20' /W 22· 'i. EXISTING PASEO so· 60' 11£ASEMEHT B£TWEEN . SPYGLASS HIU. RO. a E.. CN'ITNI •• 35• 16" ,. as· I I . 2· 33• 33' -I 2' ' I 10·1 5•..., f- 1L a I WATER· PLANS ),. :-Y'9 ~ \" to r, fr) --w-- SEE w l-o UJ " -, 00 0::: 00 a.. • "' Z<D ~+ C!) ,._ UJ (\J co- -·-.. . -, ., . SH. STORM DRAIN LINE "A" LATERAL "A-1" SEE SH. 2~ OF REFERENCE PLAN5 - , . . .. " .. .. .. . . . . ., .. .. . .. .. ., , .. Wo--DOMESTIC WATER • I ,3_5• V DRAIN GAS rr--30" STORM 1J I 3• SAN JOAQUIN HILLS ROAD f'I.T.S. TYPICAL UTILITIES 282 SEE SH. C' STORM DF>AIN UNI:;" F" LATef'AL'5 "f•2 " -"f-\~" . SEE SHT. 21-,, 220, 22\ Of PiE.fEPiENCE Pl;-ANS 283 COUNfY OF ORANGE IUNIN(i;ORPORATED) • ,., 18' 2· -8,5' . I I 2 1r. ' 1/ •' ... ' ' 2 :7 SEE SH. 284 CITY ,OF NEWR'ORT BEACH BOUl'-jDARY en 0 I I {:::j I gJ I "' 0 j SEE SH. 285 COUNTY OF OR NGE l..f(UNINCORPORAT D) I STORM DRAIN LINE "E" LATERALS "E-3"-"E-4" SEE SH-215. 211o,217 OF FIEFERE:NCE f'LAN'o I~DEX MAP SCALE• I "=300' w SEE SH. 286 SEE SH. 287 STORM DRAIN LINE "D" LATERAL "D-1 "-"D-2" SEE SH. 214 OF l'"ie!"l!'!. J"le'.NC E. P\..Al>-!S -- SEE SH. 288 SEE SH. 289 \ t S~DRM DRAIN LINE "C" L TERALS ·c-1·-·c-2· S E SH. ZlZ ,'21~ OF 19 Q'IE.)JC.E.. PLANS STORM DRAIN LINE "B" LATERAL "B-1" SEE SH. Z\O, Zl\ OF f\E.FEFI e.NC,e. PL.A NS PElICA~ Hlill ROA~ , 2 1 1/2 0 ----3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY lYPICAL STREET SECTIONS & CONSTRUCTION NOTES IIJftK DAT! DISCltPIION SHW -JI[ ffl i.._ __ _. ; :r 0 Ei I I i ! 0 ! ~ I i i ; ! 1· i!! ~ z I I. I I , I "' i ~ g ~ I n I ~ I • i 0 ~ z ~ ii: • ~ =I i!! .. i z 1. I I I ,m ~ i ; g I I I ; § z ~ ffl • !I • ! i ii! ,;~.: ~ ~c:, ,f I\\ ~ - ~·· ~ ~ °"lAJz ~~~ ~ ~ • ' I i z c:: ~ CJ ~ c:, I G) z ~ _ ... l ' I -+ J 1 -- --+ +--+--+---+---+------l-+-+--+--+---+---+-t------Jcc--t---"-----1-i - 126+00 ---------------------------- ~-=-:~-: f} No. 42147 "". p,J-)1-,,., " ..;_ .. --8"i 127+00 [XtST. IMPRQ\/ll'IENlS PH TRACT 74~2. fRDT£cT IN t'I.ACE [XlST. S.O. M.N. PIIDTEU IN t'I.An ' .. .. ArP'RDX. l.DCATION Df EXIST. UNDlRJ;,RDUNO EDISDN It ~-,.._ ; Lli'Jl. PIDTECT IN Pl.A[[ I I t T t ~-~'-----......------ 'I/ tX~l SIOlWALK -129+00 • , i/J5TALL to'.!2.1 F?EtiJF COJ.IC. I '#i/L 7 f, W'ERC(»JJJECnO/-./ ~ [ -PIPIIJG, .5eE. r::IE:TAIL A ~1• e5' · ,J /.R.W-D, ' esH-'1 - \-• ~ { ~17.qO.fbl / /--6 re•i.c__- / / /'. . ' LOW 'VEN 9' ,+-,..-a: = - I RECESSED (IIANDI.E ► /TYi!) -~- r=-- 130+00 131 +00 :Z-8 + [,--- .3/0 HIGH~ENT CURB Fl'.CE _j_ + ,..1£1 , ---~ ¥EltT • 1 ·-•· 41.L.O-.·F.l. B"[.r -'1---, + 132+00-'·.._~ 133+00 GUTTER LIP ---- - ' ----- . . ' ~ ' T- - f34+00 -- -.. . . . .. - 0 2 J • 5 6 1 B ' l ' ➔ -➔ . -. - ~ ·t -1 -' .,-- ' 135+00 136+00 2-1/2" PIPE SUPPORT ASSl!lMBLY PER C.N.B. STANDAl!P ' DELTA 26°09' '22" . ' . !1 11 PLAIN END CL. 52 D.I.P. ---/-- ' ' .------------'-'----.Ji_ ,.G, ABBREVIA·r10Ns l(J' "i -lO'Xl2' LONG 'REINFORCED CONCRETE VM!LT. l PII-Cl: (WATER CONSTRUCTION NOTES} R.T. F.E. M.J. P.E. RING TIGHT FLANGED ENO MECHANICAL JOINT POLYETHYLENE ~ ' \, DIAMOND PLATE ALUMINUM OR STAIJILESS $'I'El!!L, !!INGE~,. SPRING ASSISTED LID FOR PARKWAY. LOADING.· 12" tJ RECESSED FLOOR DRAIN AND CAST IRON GRATE. ALIIJ.MBRA FOUNDRY A3400, )i.;,LL MOUNT,:D LADDER. 2 l!ACH 8" fl PVC AIR'. VENT STACKS, ONE HIGH, ONE LOW. ~ PIPI OPE.INQS TO BE SEALED WITH ELASTOMERIC MECHANICAL COUPLING'. "LINK- • SEAL" OR APPROVED EQUAL. • l6"X36" LONG FE X FE CL. 52 D.I.P. SPOOL 1611 MJ X FE BUTTERFLY VALVE (_NORMALLY CLOSED) 12"Xl2"X8" CL. 52 D.I.P. MJ X FE TEE •• ...:;._1 ----... B"X8 11X811 CL. 52 D.I.P. FE· X HJ TEE W/ RETAINER .GI.ANDS 8" FE X FE BUTTERFLY VALVE (NORMALLY CLOSED) 6"X48 11 LONG CL. 52 D.I.P. FIi BURY W/ 8 IIOLE PATTERN s• FE X MJ ADAPTER W/RETAINER GLAND 8"X6" CL. 52 FLANGED REDUCER 6 11 CL. 52 FLANGED 90' ELBOW 6 11 X3011 LONG CL. 52 D.I.P. SPOOL 6"X-4" THREADED COMPANION FLANGE ( •• 4 11 BRASS THREADED \ . W/BRASS CAPS SIAMESE HEAD W/ 2 EA •. 2-1/2" OUTLETS:_ i· i • CURV RADIUS LENGTH TANGENT 2000.00 913.02 4\;4.61 , .. ....... . ..... • , • ' -~-'"""'---.,.:·-•J ''<;'\t . ··~»I"•,, ~- ' . PREPARED BY THE KEITH C01'1f'ANJES WATER IMPROVEMENT PLANS FOR I • Li- I iC ,_ z -~[ ' . ~ I i l I / r ' ' / I ' I ,. ' ~ i ; " • I • • • ! C "' I ' 1 . I I -. I • " e • !I • i e-•\ • " C " ~ i!i Ei ~ 8 ~ 'll )ii 0 ~ I i ~ i I i : z :,: 0 5 ~ 8 1 I i ~ ~ -Ii l! ~ ' t, ~ ~ ~ ~ 1 so•oo" oo· 1 . 50 02' 4 3' 01 • 1997-00 4. 71 94. 7D 47.36 SAN JOA.QUIN HILLS ROAD ~- UJ '26'09'22" 1993-00 909.P,2 462.'ie M ACDt!JJo,./,-1 #2 19'21'33" 2016.00 681. 17 343.86 f>LA/,J P,eY/5/01./5 > 0 Ill: ~ 2.5° 5D' ~8 east oa qzs. 2 2 470. ,2 M4RK DAT£ DESCRIPTION CT 0 3'D' 08" 1q1q_ ll) ~2'.>.23 '"-q q REVISIONS .[ -,... LIi u· ta• 17" 1q-~1. DO..,, J~t.Ot l'16.b1 ,_ 111 136+00 -t - =l t L. ----- ----i:--- • ---r i 137+00 138+00 139+00 :i Ill -; \j w \ii T -' ' ' ' ' 1 ···" --·· -------, CZ - 140+00 Ul3 = +- 1 41 +00 1 42+00 143+00 l"IUKT L--. I --• 'fU ,EIIT • 1 •-■• ~ ~ ~ ~ ~ - 144+00 145+00 1-46+00 • -' ' -------~-------------------; ----~ ' ------------------------~--------------------------~--------. ' ... -------------------- ----- 1-47+00 CONSTRUCTION NOTES . w. A 1: 1,1· /~ / 11 I IL ; ' • I I I I I: I I , I -1! I -7 I ' c:J i-! 8 ~ ~ ~ ~f--....:....---+---~..,...,,.....,---,--~ l------------=-==~c=====-=-=:--=t--========---,--===-=--=--===---r---==:::::Jt-------,_ -_,:.... _,_ ~-'..;.. ----::...:--:: ... -_::_..::-J-t-=..::-..::-..::-_::_~-__::__-__ -_-_ -_ -_ --_-_::--_ -_ -_ -_ -_::__::__::__::__::__::__::__::__::__::__::__::__::__::__-::i+_::__::__::_.:;,..,_::::=,.~ __ =---c:=======-----=--=--=-=-=-=-=-=-=-t=-=-=-=--= ........ -----+- --WATE.f\. ·F. .f 47Z.'U·F.L ~ g • 7),lt·f.l. s" C. .F. • 472,5!> P:L 0 8"C.F: 5 !SO oe.n·cL a" C F'. .qe~.33-F.L. 8"C.I: ;:,. ~=- B"LF. 1-~f.1!,8-F.t. ~"C.r. I ' I 1139•00 ' w w in ... 1 • • GAS BY □THfRS) I, ,, j 1 -4-4+ 00 w .,, ,,, .,, 1-45+00 r- "' ,,, B"C.F. 55+.12-F.L. B"l.F. 1 ◄7 _F• 55~.&7·1:l @ \ o;t ~ .,.: IN:TAc. 12" :LA:: 50 D,I.P. I.R.W.D, STD. DWG. W-I1. WITH BEDDING PER INSTALL 12" RESILLENT WEDGE GATE VAL.lo'E PER I.R.W.D. STD. DWG. W-7. INSTALL FIRF HT~kANT ASSEMBLY PER [.R,W.O . STD, DwG. 1/-6. .., ·,· ~-,: -:: :::c ~::::-::---=-::::::::::::::::::::===-====;;;;;J1;;±:9~==;:;;;;;;;;;=+==--=--=--====+====~=========--=--======~=~;:--========~--===::::=====:::::r-::t=-:=t:::====jen ~· uJ + ~ ~ ---• :-~ ~ en C\l \j ~ (X) ~ C\I ~ t-= ~ :::c ' 5 U) ~ ~ l.&J l.&J • 2 V, ,, IN~HES ON ORIGINAL DRAWING 1 /~ 0 I 2 -·-----~ 40 0 40 SO FEET PLAN ~ uJ ~ en \Ii 14: ,------------------""" ~ l __ PREPARED BY - THE :llllf"' ~ ...... .,11 .. KE] TH :!lllllr a: I "!J lfo. 42847 "" =~~~~.;~_ u -.'.~~-I -.......... -----+--==---------...... I i c,v, (Jf CURVE DATA . <..J DELTA RADIUS LENGTH ® 19°21'33" 2016.00 68 1 . 1 7 0 26'09'22" 1993.00 909.82 © 25°50'48" 2051 .oo 925-23 8 I I • 28' 1 7 • 1958.00 392.02 TANGENT 343.86 462.98 470-62 IIARK DATE DESCRIPTION 1911.67 REVISIONS I g ~------~~~ 1_11 WATER 1 MPROVEMENT PLANS FOR . ! ; ~ -i O' J z SAN JOAQUIN : · ~ ~1 I~ 1-!r-"'l z HILLS ROAD ; --~ STA,136•00.00-147+00.00 IU ... i t ... PREPARED UNDER <?-, , SHEET SUPERVISION OF • 2_$ .,_ CARLB.ROG R, : 3 w SCALE DATE DVG-NO-Of ~ ~-~~---------------------------------~------------~-------------------~~1~·~•=0~·-~-------------------------~~~-------~~~~~~-~~~-~-~~~~~=~~~~~~~~~~A;s~s~Ha~w~N~b~~~~•~~~~-~~~~~~2~s~e~t~ •P•SJ. S.J,H.R SJA.1J6+00,00·147+00,00 -52C0,23JPF• 3091 10J 14-M,,-89 08•36 AM/ 3091-999 'H,' 09' 22" 2000.00 913 .oz 4G4 .6 I DRAWN CHECKED ~ --f " ,. • t ! I ' l r t T j ' T I I , -1-"" t:- ' + ! ' ' ~- ----+-+-+--+-t---+--+----t-t---r---+-t---+--+----t--,--t--+--t---+-·1 ' 1 ' O· T T ' + ' ' + V I f --t--r----i---i-----t--t---+--+---J-+--+--+-t-+--+---J-+--- --~ ---t--r---i---t-+--+--+-t---+--+----t-+-+--+-+ 147+00 I , ' ' ---,------+--' ' ---L- 148+00 t -·a __c·f -- -----f - ' . I ' -+--t--- ' I 149+00 a I;, • £X/ST!tfG :!Z' FASEO EBMl "' ~ : ~ ' ~ . ~-----------------~ ------------------ •F,L. .!"C.r. S54.12·F.L. S"C.f. 0 B'"C.f. -. . . ; ' ; :, • I, r<) <D, C\J ..,: :::c u, la.I la.I u, ~ l: ~ <,j ~ ~ ~ ~ ~ ' i:::, ,.,., ~ "' L.O ~ ;,g "' N 1:,•09• 4o•w 10+00. ,--1 50•00 , 1 ·.SD ~ c:, 51 a-~ :::1 el --· 150+00 5&7. SS·rL. 5Ll.17·F.L 8"C.F.' 8"C.r. • ,a !9 "' ... + 0 " w r, 151+00 152+00 2.11) 5 + 1 51 •0 r.AS r,y DlHERSL _ -- - -, ------------------------------- 1 D 153+00 154+00 I IWWWI&.• I -I 'IEIH I 1 ·-•· : PLAN 1 •=4 • ' 1 3- l 155+00 ~ ~ q ---r-~ -= i, --"" - ------ l 156+00 r . QffSS/ )._ a . No. ◄2&41 ,;; CURV DATA DELTA RADIUS LENGTH 14°24'32" 2000.00 502-97 14'24'32" 1949,00 490-14 14°24'32" 1984,00 498-94 r TAN&ENT 252,82 246-37 250,79 CONSTRUCTION NOTES •• V WATER ' INSTALL 12" CL,l,SS .50 P. / .P. Wt7"H 8•/¥,71N•F"EK 1.le'W:D. STD.pW&, W-/1,_ INSTALL 12" rfESN-IIFNT wl~IS 6A7'"' >'ALVG Pe~ 1.~.hJ.D .. sro. DW6. w~-7 . '\ . 1 1 /2 0 1 2 INCHES ON ORIGINAL DRAWING ---40 20 0 40 80 PREPARED BY THE KEITH COMPANIES FEET Ii- WATER IMPROVEMENT PLANS FOR SAN JOAQUIN HILLS ROAO STA.147•G0-11-0-t55+41.07 14°24'32" 2007,00 !i04,73 © 2 53. 7 O FHA'-'R-"-K=DA:cT:_:E:.i,.,=~D~E=-SC'"R':"l.:..P.:..Tccl O"-N'-----t :~~~~~fD UNO -¼--+---------+-----+-~-----1------t RE'IISIONS CARL B. SHEET 284 14°24'32" 2042-00 51 3 ,5 3 © 258 • !3 DESI G!lED B. . SCAL • of 2~;, DRAWN -J. CHECKED AS SHOlo'N •P•ST. S,J.H,R STA,147•00,00-155•49,07 -52C0,2JJ_PF• 3091 10◄ 14-H,.-sg 11'05 AH/ 31191-99• I I I ir h I I I I • i ~ i 0 • ~ u ~-I!\ I I I ti I ' .... , ~1 , I I ~ ~ i ~ ,! C • ~ I I I ·-,: ..,. -t;, =1 -' 1· ii' Ill ., .., .. ... 3: • ! I ... I I Sil I I 0 I • ii r... • I i 0 • '[ . ., ~ C, "' ... • ~ .. Q ct: I! -... ~ ... Cit / ~ ffl :c § I n 'I SJ i If) !;! ! I I i ~ I:> C n 0 ~ l Lil I !; j ~ 21 I ; ;I; § I I i . 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W-11 WITH BEDDING PER I.R.W.D . 0 INST ALL 12" RESILIENT WEDGE GATE VALVE PER I.R.W.D. STD, DWG, W-7. INSTALL F.H. ASS'Y PER J.R.w.o. STD, DWG. W-6 INSTALL 5" CL·-455 50 ,D./. P. w,rH BEDD/11/(i, Pli!K J.~w-D,Srb-Dwb· IN-/}, INSTALL 8" RESILIENT WEDGE GATE VALVE PER I.R.W,D. STD, DWG. W-7. , l/2 0 40 20 0 2 40 eo PREPARED BY THE l<EJTH CONf'AHIES INCHES ON ORIGINAi DRAWING FEET !I --INIIIT ... ,au. CIA ... IPl4H-- WATER IMPROVEMENT PLANS FOR SAN JOAQUIN HILLS ROAD STA-155+49,07-165+00.00 "' ...J ...J -::c. ,_ i LI.I > c:, a,: i! 0 l5) 21'5~'0/'" 2784 _00 !0~5.lE, 531_4q MARKOATE DESCRIPTION ~~~~~~f~I~=O~~("~ C/_'9, _ _,.,.. s2H8EE5T ,_ REY l S l OHS CARI B. ~ lGIORll ,. , i;, t.. -LI.I _ 1 6 15'52'06" 2807.00 177.+t 3~!.e2 E f LIJ- ... OESIGNED • -SCALE DAT!; DWG. 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IIV"ft-&L• I -'9¥ YERT _, I•••• -- -- "' "' C C "' -- PLAN r. 172+00 173+00 • -1 7 ---- , ...... -- INCHES ON ORIGINAL DRAWING 1 /:.1 0 2 ----40 2L' 0 40 80 FEET '2.1'Ul . DD 41', '2. 31 '1.31.71 -i- _-4 ·----+- ' 174+00 t 1 --+- --- e .. cf. ~ii.1,J•f,C. --- ":j "' ♦ 0 0 ·o 0 - f - 175+00 l --±-- ' ' +--' ~ -~-----1-- --t --C ' ,- -r- ' ' -- ' -0 -~ ---'--t += -~ a •j_-• - ---ct • 1 ---I- l-' --+ ---. ---- - -------- CONSTRUCTION NOTES r ~~!~~:...--......,, ~ INSTALL 10" RESILIENT WEDGE GATE VALVE f'ER ---~~!,::l,: s.TD. DWG. W-7. ·-------~ INSTALL 8°; RESILIENT WEDGE GAT.E VALVE PER I. D. STD. DWG. W-7 · G INSTALL 12· CLASS 52D.l.P.WITHBEDOINGPER V I.R.W.O. STD. DWG. W-11 AND l"OLYETHYLENE ENCASEMENT, 8 INSTALL 12" RESILIENT WEDGE GATE VALVE PER LR,W.D. STD. DWG. W-7. INSTALL F.H. ,_;s•y PER 1_.i...w •. D. STD. DWG. W-6 (@ r'- INSTALL B_" CL.ASS 52 0,1.P, WIT+! BEDDING PER 1.R.W.D . STD,J)JNG. W-11 AIICYJDOL'l'ETHYLENE ENCASEMENT. INSTALL 10" CLASS 52 ·D:I.P. WITH BED G PER i:R.W.D. STD. DWG. W-11 AND POLYETHYLENE ENCASEMENT, , Q INSTALL 12" DIAMETER x 1/4" THICK STEEL SLEEVE \ ~ WITH 3/8" ¢ PULL ROPE AND END CAPS PER 1.R.W.D. -. .__ STD. DWG. W-13. _____ l '-----_,------✓ __,,/ --- H I L " I I !'·", r: I I I ! 0 z " ~ " ~ ~ ll! " A i ~ I I I I ~ t I I • ~ ~ I ~ -~ " i If ;;: ,;_ • Ii ·-~ : iii 6 ~ ! ; ~ !l! z 0 C z a: ' • i I !" i '.i> ~ ,: 0 5 I I i ~ e ll i z rn ~ I ..---------------------4:'.l No.42147 '• ~-.: ',. :., ·, ' ;, CURV DATA DELTA RADIUS LENGTH 33°12"48" 2749,00 1593.55 TANGENT 819,86 £ REV/Se'. 51'0KM PR,MAJ LJN€S •e,:·c:·o:<·E:' Rf::Vt5E sew£~ Cl!.OSSl~S. RE vise WAiE~ t..AT£f?At...:5- PREPARED BY THE KEITH COMPANIES WATER IMPROVEMENT PLANS FOR SAN JOAQUIN HILLS ROAD 2 33°12"48" 284 2. 00 1547.'\b 847 .6( r--:~-i---------t------t------t------11D,_s ADD€.NDUNI N0.2 BUU.611111 11/0. I STA.165+00.00-175+00.00 ~ Z.1' 5£' OZ" 2784-00 1065.l& ':,:'.)9_4q • 33'12'48" 2800.00 1623-11 835.07 1.5' '.J2' 01'" Z.001. □□ 177. -14 3'11. Z 2 DRAWN CHECKED J. ~....':'.:___---.J.....!.~'..'.'...:.~'..___---l----'-~=--'-'':'.._---+--_::..:_::!_:_'.:2__.r-MA~R_K~~-A~T~ERETISoJEosficRst_P_Tt~o_N_1 :~~~:~~~1~:D~~ REVISIONS A ROGERS DESIGNED /3.£. SCALE DATE A$ $+!OWN • SHEET 206 of 289 •P•ST. S.J.H.R STA,165+00,00-175+00,00 -53[0.23J~F• 3091 106 15-Mer-89 07•40 AM/ 3091-999 ...J ,.. :c ! c ,_ z LU :c LU > ~- t ... ,_ itl LU a,: -fJ) ~'-.. ,,, ~ "I " I> ' "" I ~ -- --· 0 0 ~ 0 0 -J + an ::c ..... ~ -• i ~ 1 i -t--t--t--t--t--t--t--t--t-_j 175+00 ~ le! ,c[' f- "' ;z L(l q: ~ £::! C, I I .., + X: ~ ~ 11 ~ t( Lu ' I I w E.22.SZ-r.L 15''(.F. g CD co C\I ,-: ::c U) La.I La.I U) --E.11 . .r BlM. ,Al 6/8.l/ TDr WA7Ei - - - - -+--+---+ --+--I I ~- ' ----t-_;_ . i I --t-- I i i ' 1 1 I I -+ . ------i ---+--r - --1 1 -f- ' i- +---.. t . 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D ... -_s._T ... o a..· _,o..,w,..G'-''--"w'--.. , ,,_o ____ _, llll4n.t7 --' PREPAREC BY THE KEITH COl'IPANIES WATER IHf'ROVEHENT PLANS FOR SAN JOAOUJN HILLS ROAD STA-175+00-00-186+00.00 I[ I I __ ,.,---------~ I L I ·---~ I I ~ ~ :,: ~ CJ 5 i 11 "1 g • ii ~ I ~ ~ ~ ;!; Si! ~ ~ ~ I !1 • ~ 0 C I ~ " • 1::1 ~ z '" ~ i -----~ I . I , ;-1/ .,_, ,1 ,,/. I\ ,< ' ii en ...J I ...J ,.. E .. I i re I ~ I ~ en !I I i ~ II.I ~ : I i ~ • ~ t I ~ .. ~ z ~ -- LIJ ,.. i !i! -... +--+-+--+--+--+--,---+---+---f--+--+---+---+-+-+--+ -"+--+- ;--,+cct---:--t---+---,----t----t-t--t---t------t---t-t--t--l --~ --I T I ,. 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UWG W-7. I NS TALL 8 • CL ASS 52 D.1.P. wr1'1 BEDDING.PER l~.D,'ST,pWG. W-11 AND POLYETHYLENE ENCASEMENT. 0 INSTALL 12" CLASS52D.I.P,Wt~BEDDINGPER 1.R.W.D. STD. DWlS. \f.-11 AND ~OLYETHYLENE ENCASEMENT. ,._ § I NS TA ED~E GATE VALVE PER 'I\.. I.R.W,D, STD. DWG•, w-r • ' ~ • ···' !!? 0 INST.ALL F-H-ASS'V PER J.R.W-D-STD-DWG, W-6 -~ _ INST~L BLOWO:F A~_;~PER_D~T~~@ ~-8 INSTALL 10" RESILIENT WEDGli-GATE VALV~ PE-R I.R.W,D. STD. DWG. W-7 . :t llo. ffl.f7 .. ,,,.. CM\. <_: I'"" CJI: ·,~"-".... :::.;.;· .__ .. r------------------... ~ PREPARED BY ....1 - KEITH -~ ~~~~~,~~--~=. I lli THE :lllj,'•, :,:; -----------------------~ • __________________ .,.en i,EWER 8 WATER IMPROVEMENT PLANS FOR I i... 787. 53 RE:V/Sc. 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