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HomeMy WebLinkAboutR_5841_S( i I ! I ~-~--=-~--===----~~=-==~~============-==·==~-==----=~=-==~========-·=·=-=~=====~...:=~=-===-========================·=·==·========="'-'~-=-=----------------------------,) 0 RANGE co U ~\JTY INDEX OF SHEETS ENV~ ROf~ ~V] Ef\~TAl= ~\~Af\~AGEM ENT VICINITY MAP 1 U :; rn /h"l.~ • SCAU: IN' ii.:$ "AS BUILT" DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON l~JFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIOl\lS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMEI\JT AS A RESULT. / t~✓t=:::,~··d,,""1n.,.,z"",--c-c~~-,;,::-~=~?c"1/,=,L""· ..,. ;,,'~""'*=--''---·~~-?-~·~--z_ WILLIAM E. WHEELER R.C.E. 41243 DATE LOCATION MAP APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL. CONNECTIONS TC IRVINE RANCH WA1 ER OISTll!CT FACIUTlES MUSf SE APPLIED FOR ANDiOR APPROVED THROUGM THE IRVlNE RANC!I WATER □!STRICT SUBDtViSIONS/DEVELOPMENT SECTION. FOR :SPECIFJC REQUIREMENTS FOR OBTA1N1NG SERVICE: CALL (714) 476~7500. • i;.;i\;11 PC,cc;f O('{) I '1. 1 r / ~j 'l • No. ~6936 • EY:.F, ::,/;i/1 SANTA ANA, CALIFORNIA SCHNEIDER, DIRECTOR FOR CONSTRUCTION OF 11"1 P ROVEM ENTS FROM TO EMA TRAFFIC ENGINEERING COUNTY OF ORANGE ARCHAEOLOGIST: THE KEITH CO!v!PANIES MiCHAEL i::. Mfa.CKO 200 BAKER STREET COST!\ MESA, CA (714) 540-0800 92626 • DEVELOPER/OWNER: THE COUNTY OF ORANGE 10 CIVIC CENTER PLAZA SANTA ANA, CA. 92701 VINCE ROSALES (714) 541-7460. 2850 9 BASIS OF TOPO: FLO'Ni'~ BY: R.J. LUNG DATE: 6/14/86 GEOTECHNICAL CONSULTANT: LEIGHTON & ASSOCIATES, INC. 3050 DAlfv1LER, SUITE 8 c;A~~TA ANA, CA 92705 (714) 250 ·-/ 11 5 EMA -PUBLIC WORKS COUNTY OF OR.l\NGE APPi10VED FOR CONTRACT AflMIN!STRATION: DR. 16 15789 Sheet 301 01..,.~,1 .., ,J.., I SUBDIVISION RICT ; IP\IINE R/'INCH WATER DISTRICT APPROVAL Of SE:WER FACILITIES DATE UTILITY PHONE No. CITY Of NEWPORT ~E~.CH UTILITIES !714) 644-3011 PU8UC WOJ1K (7!4.1 532-0444 SO. CAUF. EDISON PACWJC BELL TILEF'H:)NE $0. CAUF. GAS CO. U\GUNA BEACH COUNTY WATER D!STT?ICT tRVl"-'i:-RA~1r,•4 ,vAJCR nis,,·"'"'"f OFFICE ' •k !1-.,L ., ,_ l. i\!L,,, INSPECTION COMMUNiTi CABLE\/!SiON THE !RViNE COMP.ti.NY (AG, D!V!SWN) UNDEr\GROUND SER\,~CE ALERT (714) 859-5253 (714) '2166-621 $ (714) 634-3106 ('714) 494--1041 1714) 47G-7500 1714) 476-4635 (714) 721-6226 (714) 544-8590 i-800-422-41.33 DATE" ,:;;..,,f SHEET .,.,,.,.-....... ....... ,.,,,,,,,,.-·•·-....... ~,~~ .;"---. .... ~.,, ... I ./ . ./ 301 TITLE SHEET DESCRIPTION • ·., .. -... \.....__, ' 2-l 302 1YPICAL SECTIONS, CONSTRUCTION NOTES1 INDEX MAP, ,. \, STREET iMPROVEMENT PLANS . , . , 3 ,, , 303···· 'souTuur:0ER LOOP ROAD-irA,·10;0~~;~ TO 21+00.00 4 5 304 305 21 +oo.oo TO 2.9+92.69 29+92.69 TO 38+50,00 STRIPPING PLANS 306 SOUTH UPPER LOOP ROAD ST~. 10+00.00 TO 29+92.69 7 .302. ,_,,..--··-, .. ,-····· •. • ·., .-·• ··,, 29+92.69 TO 38+50.00 \'SEWER AND WATER PLANS ,.,, ••• ', \ 8 >· 303 SOUTH UPPER LOC P ROA.D STA. 10+00.00 TO 20+00.00 ) 'I 1•. 309 • 20+00;00 TO 29,82.85 /:., <. ·o 1° -@ l 3 .v ··-" ,. .,,-.... <::9+82,65 TO 38-t 50.00 • IRRIGATION' PLANS ··-,. • II ll .311 312 • SOUTH UPPER LOOP ROAD STA. 10,00.00 TO 2•1+00.00 • 24+00.00 TO 38+50.00 GRASSING PLANS 13 i 4- 313 314 DETAILS SOlITH UPPER LOOP ROAD STA. 1 o+oo.oo TO 24+00,00 24+00.00 TO 38+50.00 DETAILS -IRRIGftJION STORM DRAIN PLANS /0 316 I 1 317 . -·•-._,/·· ' LINE"B", LATERAL "C-4" LINE "G"', LATERAL "C-6'" TYPICAL DETAILS l1s . I 317 A '11 317 B "·,, .. , ,,,, • -~ :z.0 E-1 2.1 2,Z.. 10" ZONE 5 WATERLINE ! 10" ZONE 5 WATERLINE ,;,1-0 ) rF.le.<:.f,-;i:ef f"'" :,;;.:,e.f,:,,"' ,J BENCH MARK: T.8.M.: CENTERLINE INTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROA:) AT SAN JOAQUIN H!ll.S ROAD STA 127+54,75 CAUFORNiA COORD!NATE SYSTEM ZONE Sil LINE BETWEEN O.C,S. MUSTARD ;> AND 0.C.S. PELICAN Hill. BEING N30"15'05"W PER R/S 86-1 083 TOP OF BRASS CAP ELEV. 415.915 M.S.L. Ag BUIL -r 310 FIRE HYDRANT ADDED 310 8" LATERAL ADDED !1 10" WATERLINE ADD 309-31 I-JC DESCRIPTION SHT. · REVISIONS APPROVED ' I I ( ___ w=.o.=M=.J·~=-=· ··=· -==-=-~ (SH E ET 301 () F 317 J -...!}_WG. NO •• ·---=1 l =· I ~ ONSlTE APPROVAL ~~-t1""-"-~--DATE •. .IJL±:'.."1. W \,,._,,,_ ==· ··-. ·==· -=====,=====================~==-•~--=·=-=·-~ ... == R-584 ( -s SI...Juf I c,f-t::3 -= DR !~ l'>7 't<t ?'. ~ ?-,,.., ~ ! f 1'l ..... $ /0 ~~ ti ~ ~ { - ~ ~ Lt '!') \ ~ ,s.. ..- l rJ _..) l \1 I 1·1 .I· l 1. 2. 3. 8. 9. 11. 1 2. 13. 14. WATER NOTES:. The water system is to be installed by the Developer. All water system work shall conform to the District's 'Standard Specifications for the Construction of Water, Sewer, and Reclaimed Water FaciHtiesr 11 as last revised, THE IRVINE RANCH WAIT!! DISTRICT /SVERDRUP ENGINEERING OFFICE SHAU. BE CALLEO FOR INSPECTION TWO WORKING DAYS BEfORE START OF WORK AT (714) <r7d>-7w34, A µreconstruction conference of representatives from affected agencies and the Contractor shall be held on the jobsite 24 hours prior to start of work. The water system is to be staked by the Developer's Engineer at a minimum SD-foot stationing if ther• are not any existing curbs. Any water service found to be within a driveway or sidewa1k sha11 be removed completely and reinsta11ed at the proper location, at no cost to the District. A11 main line valves shall be maintained so as to be accessible during tract development, and a11 valve stem tops having over 48 inches of cover will require an extension as per Drawing W-IL In residential streets, the top of the pipe 10 loches and smaller shall be a minimum of 42 inches below the finished street surface and 48 inches below finished street surface on all primary and secondary streets. A11 fire hydrants sha11 be set with the bottom flange 4 inches above the concrete pad or sidewalk without the use of spools. All water mains 6' through 12' shall be Class 150, AC? unless otherwise noted. tlo taps or other connections sha11 be made to existing District water mains prior to conducting an approved pressure test on the new water distribution system. Tapping sleeves shall be. pressure tested in an approved manner In the field in the presence of the District Inspector, prior to tapping the main line, Tapping of the main line shall not proceed unless a District Inspector is present. Where meters ar.d meter boxes are located within slopes, the an~le meter stops sha11 be so located that the meters and b,,xes wi11 be parallel and flush, respectively, with the finished surface. No meter 1s to be placed wi.thfo any side,:a 1k or driveway area. Curbs sha11 be enscribed with a 1tw• indicating locations of all domestic water services. IN,ORMA110N ON EXISTING U11lJl1ES ANO OTHER SUB-S1RUCTURES WAS OSTAJNEO FROM CONSTRUCTION PlANS f'OR PELICAN HILL ROAD & SOUTH UPPER LOOP RO/\!l, DOMESTIC AND RECLAIMED WATER TRANSMISSION MAINS PREPARED BY ENGINEERING SCIENCE. OA,ED DECEMBER 1969, EXISTING lfllU11ES SHAU. SE W,11,'TAJNED IN PLACE BY THE CO~'!RACTOR, UNLESS OTHERW15E Dll.4ENSIDNE!l. LOCATIONS OF P(ISTING UT,UTIES AND SU!J-STFIUC11JRES SHOWN ON TrlE DRAWINGS ARE APPRDXIW.TE ONLY. THE COITTRACTOR SHALL VERIFY EXACT LOCATIONS, Ell\/ATIONS AND DU.IENSIDN IN THE FlElD PR!OR TD CONSTRUCTION IN THE AREA OF THE SPECIFlC SIJll-STFIUCTURE. i I IL•--~ I I-I :i:: //? (!) r::-(',:'. ~IIJ kJ ' ~ \_!,1 '-' I 1.:_-1Nr ,,;~-~ " 4/rl ;j} ·,~~ :1:: t(i 113 & 1:2 ' ~ Ill -<: I\) • -·· IJ) . • 2' 2 -~/ "/ i' R/W 10' 30' 20' s· -- 21 60' R/W 't 30' I I 20' 10· 2' !r- 1 2 I ,,, ~ @J~ S O lJl ii" !Kl llJJ I? I? lE ~ lL O O 1P ~ 0 A fQ) N.T.S. STA. 10+00.47 TO 38+50.00 TYPICAL STREET SECTION LOOKING UP STATION R /W R 60' w 30' t. 30• i \ 2' 1 O' 20' 20' ' 10' 5' .. ' -H I \ \ .. '··· ··" L1% 1,7a_ I ~' rt~-;;42"~ l '!f""-' ,, ,, . --, I. -I 24"' WATt:R ·.'.'m'~ 10' lRWD-W1slER 9 J.5' ()--CASLE T.V. s.c.c.1] CCNDUIT'S CNLY 12" fi£CLA!MEP WATF.:R _1 GAS 0 ' BSEWf~ Q O,S\! I -4..5' 5" I 1.)t _ _)_ ! ,,. ,. -m£PHON£ CONDUITS ONLY D LwQ,L. rn.5' 10'" W!\TI'.R --CABLE: T.1/, 0 1 t' RECLA. !MED W,i.TfP,l CAS 0 ' 8 Stlfl'8l 0 0.0-31 4.~· 5• l 1E- STO~M \ l2"W A ~R OLRAlN !RWD 0 -Z ..;;:'.'. 5' 7' B' n f TI:U:P!-10~( CONDUITS ONLY i--_,. I I 1C,5' 12· ' 15,5' SOUTH UPPER LOOP ROAD UTILITIES LOCATION CROSS SECTION N.T.S. ck 1Nr: JO+ 00.q.7 5. uPPE:R LDOP f<D. W ;1 r£J2. l~ U'1 £ (i;,1P uR C,~LtC oK 11CP) \ STA.26+ 70.00 TO ST A,34-..85.10 ST A.34,,96.86 TO ST A.38~05,95 INDEX MAP --. . SCALE: 1"=100' l QUANTITIES 2,800 L.F. 8 EA. QUANTITIES 1,136 L.F. ---1 EA, EA. 131 L.F. EA. EA. STREET IMPROVEMENTS CONSTRUCT 0.35' A.C. OVER I.CJ A.B. CONSTRUCT "A2-5" lYPE CURB AND GUTTER PER A.P.W.A. STD. 104-0, W=l5' CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A. STD. 1308, "L" PER PLAN CONSTRUc.r PARKWAY CULVERT PER o.ct.M.A. STD.1309, "S"' PER PLAN, TYPE PER PLAN CONSTRUCT TYPE • A" ACCESS RA.MP PER A.P.W.A. STD. 102-0, X=4.5' CONSTRUCT 4.5' WIDE SIDE\NALK PER O.C.E.M.A. STD. 1205 CONSTRUCT INLET TYP'E il PER O.C.E.M.A. STD. 1302 CONSTRUCT DEAD END SIGNING PER O.C.E.M.A. STD. 1401 CONSTRUCT "02" TYPE CURB PER AP\~A ST0.105-0, CONSTRUCT SURVEY MONUMENT TYPE"A" PER O.C.E.M.A. STD. 1405. CONSTRUCT "A3-6" TYPE CURB AND GUTTER PER APWA STD. 104-0, Wsl.5' SEWER IM~ROVEMENTS CONSTRUCT 8" V.C.P. SEWER MAIN CONSTRUCT 48" PRECAST CONCRETE SEWER· MANHOLE PER 1.R.W.D. STD. S-1 WITH COVER ST0Rf\r1 DRAIN lMPROVEMENTS INSTALL 16" RCP !D-LOA.D PER PLAN) INSTALL 24" RCP (D-LOAD PER PROFILE . REMOVE TEMP.CRARY DRAINAGE INLET (CURB iNLET TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS.) ' STREET IMPROVEMENTS (CONT) CONSTRUCT 6" SCH 40 P V.C. UTILITY SLEEVE WITH PULL ROPE AND END CAP PER O.C.E.M.A. STD. PLAN 1760 (PRESSURE LINE) VI/ATER IMPROVEMENTS CONSTRUCT 10" CLASS-50 D.I.P. OR CUISS-150 CML 8 C STEE PIPE OR CLASS-150 A.CJ', WITH CAP, THRUST BLOCKS, AND BEDDING PER DETAI I 317' INSTALL BLOW-OFF PER DETA1:_@ INSTALL 1-10" • 12" REDUCING ELBOW AND 12" BLIND FLANGE CONSTRUCT S" CLASS-SO D.I.P. OR CLASS-150 CML 8 C STEEL Pl"E OR CLASS-150 A.C.P, WITH CAP, THRUST BLOCKS, AND BEDDING P,ER DETAIL~ CONSTRUCT FIRE HYDRANT ASSEMBLY PER DETAIL@IIND IRWD STD, PLAN W-5. S.;-'' @ INSTALL 8" GATE VALVE PER IRWD STD. DWG. W-7, ?i1 DR. 16 15789 Sheet :102 Of 317 V , j·, l..} )i,; tS A. D,t . ,5936 p 3/,l/ _OF r,i.t \., ·-~.-- 1 112 O. 1 2 3 inches on original drawing --l ORANGE COUNlY ENVIRONMENTAL MANAGEMENT AGENCY , . I 1YPICAL l STREET SECTIONS-' & l .•· ! f, 19 .,., . CONSTRUCTION f\JOTES ;i,_>"":f""'s-.~"' -1¢:_~ ' ~ft:-tJ;~'lj £ 12/ :3 ; 10• 1vArcRuNs A DDE g lNDEX MAP VAT!". l ' UAJ<K DESCR!Pf' .JN ?Rt?AREO UND!::~ ' .tJ. (J'h"P ,;/rt-, SHEET ' ffiEVISH)NS SUPERVlS!ON oAfF .l..d • . -.:JJ• ?;Qt) ,, I J ES A D'NE R.c.E.2.s_r e: . c..i::s-.._, c... 1:; DFS!GN£0 MT, SCI.LE ' D'TE I j DRA~!: . .?:.'.::._:.~~::::._._JIAS SHOWN M.\Y 1988 I DWG. i;,;, • ' OF. jl • •• 317 I . ·--~--·-·-~·-•--•·----•·~· ----~•-'"••··'""·-··-•··-· -- ,, (·1 : : i\ l l I l l I I' ,1 I ii 'I !1 II 11 '?-I ! (0 I ~i ? ,... . l: d' 9 0 .,. G r. !·, I ~ <:t " ~ '&': l; lf Ir cJ Q"' ~ I ! .l d ' J· IJ LOCAL DEPRESSION DETAIL #18 N.T.S. EX. LOCAL ~ I j i , L -~---··j "1,---~.. ·--f; <.) . .... U) .,,. .., "' • • "' ~ .'.', ~ " . 0 :!l 0"' ON . "' "' "" • NOTES - ;. •--•• ,,. _., ~-~-·-C\JR!l O,ND GIITTER PER AP"'I\ STD.104 0, W,15' '>-< . • ~3) CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A. STD. i308 "L" PER PLAN SEE DETAILS #18 HEREON . . -: .. , .. ·~--:-Ess RA.MP RER A.P.W.A STD.102 0, X-<1,5', Y-e· .... : . !dCT iM..ET 1'/PE Il PER O,C.ENA SIDH. l""Z.Os,,2:o----- :::: s:;: ~~~. '.B\IT T¥P£ "A" PER O.C.EMA ITTD. 1405 • T " ~. " YPE CIJ!Ul !'IM!;l GUTTER . PER AP'NA STD. 1oq 0, 'N•l.5' ;mTRUCT 6" S.C.11, TO P.V,C. l !TIU-\' SLCEV:-'. WITH cl< ROPE /\ND END GAP.PER G.C.E.M.A. :::TD. f'LAN l?GO !PRESSURE LINE) EXISTING OR BY OTHERS I DR. 16 15789 Sheet 303A OF ,3 U SEE SHEET 302 FOR TYPICAL STREET SECTIONS 1 1 /2 0 2 3 dcewlng PREPARED SY THE !(EJTH COM? Al'J l ES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT DEPRESS I OM DETAIL #17 ENCROACHMENT PERMIT 90-14140-RE STREET IMPROVEMENT PLANS FOR CURVE 0 DELTA RADIUS lE!lGTH TAllGE!H fl bl; J' # Ei£ r:; Ju,11, 'j;,l'l,,;, 3ttbl'i' VISTA RIDGE ROAD (FORMERLY SOUTH UPPER LOOP ROAD) 3 17°49'00" ! 620,00 192,79 97,18 M n ,, ' " SUPERVISION OF ~u:.;:_;, ~'?-·-' ARK D'TE DE"CRl"lO" PREPARED UNDeR /.? ,, ..6 ~ 1-~+----.,.----:--!---:.,.-----,-t----:-:-:::--t---::-::---:-:---,J. ___ ,_!!R~E\l"'l"'S:.,l.:,:;O:,:.tlS=----+"""'AQI " !l. ' ,e 4J 90•00·00· 35,00 54,98 35,00 er ""'""" OES!GNEC, ilef. ,. SCALE DATE D\!G. UO. DRAWN '£,.Cl'. ICHECKEO J'.O AS SHDWU 3•20•91 S,U,l,R STA.!0•00,00·21+00,00 -2lt0,23JPF• 3092 !02 .o,-M.,-oa 1.0,15 "tt! s Y,.il!) K ·;5 of-?-.S - f V I I 11 !I I I 11 I! I 11 11 II II II !I II I I DETAIL #!6 GUTT'CR r RA /'15 I TIO// ~ I {},_ i\i i}.-r:J U' .J ,·s~ "~~·. ,,,~~'"·~· e '"~ c.,,,-,~' • '·'-'"-"'""'-' •-~ ~•·-""·"" ''-'•~'""' ---cc.,~n, '-"""'"-""'-• '"~ -~,~-~.Q .. ~,~-os_ L. -"'""~-·-,cc,, " LOCAL . "' < "' ,_ . m r~ N . "' ~ '" DETAIL #17 CURVE DR. 16 15789 Sheet 303 Of 317 Di\T A --l < -r --:~~-·-··-.. --" -"·, ··--1---J~·-· j , - I l---•---·I ·.--:-=--·!·--+--~- Cl !-r . . ' --· ' ... .,_., ...... < -' CONSTRUCT 0,3!:;' A,C, OVER 1.0' A.B. CONSTRUCT "A2-6" TYPE CURB AND GUTTER PER APWA STD. i04-0, Wal.5" CONSTRUCT LOCAL DEPRESSION PER 0.C.E.M,A. STD. 1308 "L" PER Pt-AN SEE DE:TAILS #16, # !?HEREON, CONSTRUCT TYPE "A" ACCESS RAMP .RER A,P.WA STD, 102-0, Xa4,5', V off CONSTRUCT 4 .5' WIDE SIDEWALK PER 0.C.E.M.A, STD. 1205 CONSTRUCT INLET 1YPE ll PER O.C.EMA. STD. 1302 CONSTRUCT "D2" TYPE CURB PER AP.WA STD. 105-0 CONSTRUCT SURVEY MONUME:~T TYPE "A" PER 0.C.E.MA. STD. 1405 CONSTRUCT "A3-6" TYPE CURB AND GUTTER PER APWA STD, !04-0, W=l.5" Cq_NSTRUCT 6" S.C,H. TO P,V,C. 1 ITI!_ I,y SLEEVE WITH PULE ROPE AND END CAP PER O.C.E.M.A. STD. ,,, __ Al~ 17SO (PRESSURE LINE) SEE SHEET 302 FOR TYPICAL STREET SECTIONS 0 1 2 3 r.chcs-0 ' drnw ,- 1 -••\ I i ;;j 1. ~ 0 0 • 0 :O • ORANGE COUNTY 1·1AN AGE MEN T ENVIRONMENTAL AGENCY;;:; STREET IMPROVEMENT PLANS FOR ~/ Loog STA, 10+00-47-20+00,00 ·:.:.092-5202 ' 0 0 0 0 + 0 V 0 5 c-~~"-=--"' ~,.." . ~-~~n<>.,>;_,..,ce-,.=,.·=,_ ~~• •. c-,.--~yc, ,.,,,,-,o.;;----.:.;, -'-· -~ c __ .-~ .~. ~ -~-~_,_,. ~~-,-~~ "",'C<,"C',CX">''"'""'""'~",''<,,''•""'·,·•ns,-~.-.,,.,~-c-,-.... ~.,...,,,,..,.,~--=--,.=--r"~-·,----"----~-,,,-,-.,-~, ... ,, ~ ,·.,cs "'"'""•~'"'·~"'-"'-'--"'"'·-'""7•"-''"'v"" • ..,., _,,,, ,c===-,__."'"''"'" ''"~-·-':.·:·~·-17· 1.•,.c7p~·:· ;. ·,;-·1. 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CONSTRUCT PARl'0NAY CULVERT, TYPE PER PLAN PER 0.C.EMA. STD. 1309 "S" PER PLAN CONSTRUCT 4 . S ' WIDE SIDEWAc.K PER 0.C£M.A. STD. 1205 CONSTRUCT INLET TYPE lI PER O,C.E.M.A. STD. 1302 CONSTRUCT DEAD END SIGNING PER O.C.EMA STD. 140! CONSTRUCT SURVEY MONUV,ENT TYPE "A" PER O,C.E.MA. STD. 1405. DR, 16 15789 Sheet 30'., Of 317 SEE SHEET 302 FOR TYPICAL STREET SECTIONS 1 ! /2 0 i o r g l n a ORANGE COUNTY MANAGEMENT ENVlRONMENTAl 0 AGENCY;r ,;)) t~ STREET ,11.·~'tal IMPROVEMENT ic:. ' PLANS FOR S,91fTH -~ i i LUDP ROAD~ STA. 29+92, 59-38 + 50,00 3..t 1 W = WIDTH OF LEFT TURN POCKET L = LENGTH OF TAPER X = DISTANCE FROM POINT"A" ALONG BASE LINE Y = OFFSET FROM BASE LINE AB=BC=CD=L/3 AB' AND C'D' -~RE PAROBOLIC CURVES EXCEPT ON CURVED ALIGNMENTS X o' y o.o, SINGLE LEFT TURN POCKET L = 90' . W = 10' IO' 20· 30' 40' 50' 60' 70' • o.2i I.Ii' 2.5o' 4.li 5.83' 7.5d 8.89 so· 90' 9.72 10.d r I (UJ 1501 '90 1 -J---.?30: I TRANS/T/ON (Q) +-I (Q) \ .• \ ,{' \ .. Ji·, \,, .. ,><_., ' . "{~-<:·, _/ \ '-, (Q) / GENERAL: JI L L APPLIED BEADED " T R A F F I B E C T I O N ST ATE p A 'Ii' E M E N T M l\. R K I B G S S li A L L ll E I N T W O C O A T F A S B I O N A N D G L ll S S p E R T H E S T A T E O F C A L I F D R N I A C M A N U A L " ; S E C T I O N 6 , A N D 1 4 , F o a ,1 Ta a•• I c s I a• s 11 , AN o O F C A L I F O R N I A ■ S T A N D A R D S P E C I 1 9 8 8 PER F FICA TIO NS•• I 8 BC TIO ■ 8 I, 0 F TB E 0 C • E D I T I O N. A L L 11 0 R K S H A L L B E 0 R M E D U N D E R T H E D I R E C T I O N O F E • M , A . T R A F F I C E ■ G I N E E R • ® © 0 SIGN LEGEt✓D SPEED 1 LIMIT ® @ ® Wl7 36" Rl 36" R2 (35) PAVEMENT MARKING XXX 12" SOL!D WHITE STRIPE. 4" DOUBLE YELLOW STRIPE. PE"! CALTRANS DETAIL 22 AND DETAIL THIS SHEET UPPER I.EFT VERSAL LEGEND MOUNTING LEGEND 9 4·· x 4" REDWOOD POST SEE SHEET 302 FOR TYPICAL STREET SECTIONS 1 /2 0 1 2 3 inches on or I g 1· r:s ! dr;e;w ! ng STRIPING PLANS FOR 6' J) © 0 0 ' i .. SIGN LEGEND I SPEED~ LIMIT ,, ·-,- ~,. ·-.. •,,~<_-. -.,; '-'· ·~<-,, .. ''"'::,- Wl7 36" RI 36" R2 (35) W31 A ~~-<· ,;:.;; .. "'<<:< ... ·,.::.> '",, ® @ lUJ PAVEMENT MARKING XXX 12" SOLID WH!TE STRIPE. 4" DOUBLE YELLOW STRIPE. PER CALTRANS DETAIL 22 VERBAL LEGEND [L @ MOUNTING LEGEND 4" x 4"' REDWOOD POST ©) fQ) ~ '> r-···--...:.._ \----··. SEE STREET ¼. __ •• • IMPROVEMENT PLAN ------~-•• ••• :·s:c:~--::c,.,,,::~,c:,:::::::::::::::-,c,-,.,,,,:oc.:=~:~=•-·-"'·:::=· ·"::---::···::::·--::::-·=··==··===============•cc·--"'---c:-:··,..·····"'-··==····::::c::···=··=··=··""·-=:c,c --""' -.,., -~ -_, -C""==·=-==····==···=· :~:::::r \ll ~~,to OAS•::. ----~-·-----·-····--------------~r ~; '-:-: 3•_: ,•·; -..:· 0 . • , . G E N E R A L : A L L P A V E M E N T l! A R K I N G S S ll A .L L B E A P P L I E D I N T W O C O A T F A S H I O N A N D G L A S S B E A D E D P E R T ll E 8 T A T E O F C A L I F O R N I A "TRAFFIC MANUl\L 11 1 SECTION 6 1 AND SECTION 1 4 , FOR n TRAFFIC BIB NS'' I AND STATE OP CALIFORNIA "STANDARD SPECIFICATIONS"·; !lECTION 84, OE' THE 1 9 8 8 E D I T I O N. l\. L L l7 0 R K S H A L L B E P E R F O R ■ E D U N D E R T H E D I R E C T I O N O P 0 . C . E . ■ . l\ • T R A F F I C E N B I B E E R . DR, 16 15789 3heet 307 Ot 317 SEE SHEET 302 FOR TYPICAL STREET SECTIONS 1 1/2 0 1 ~ ,: ! \ ---:-F--~ -J 1 3 inches on cr·!g!nui drawl ng PREPARED BY THE I['?\]✓, I\E!TH I " COM?AtJIES -'l'l.~,RW •elUL UQl~ttll~~ •AAC~l'ECi'l',W. ~l"'"~U.!'i. t.~c~llterr.ez -H.li~ llf.:Wn!~ ~.co.at!t".~!lO.. ""-/jf.,;=:111 l.l::'' \: ;trX; !ll.'.l'DI tl1~tu 1:MH mu, ~ ... !!:Utt! !714!U:'l--MIOO ORANGE COUNTY ENVJRONMENTAL MANAGEMENT AGENCY .. STRIPING PLANS FOR " ' \' "'""' ,\ -\ . '<2.( ~-{ i~ ' ~-@Uf~ UPf'tEre lSGr~ ST/\-29+92-69-38+50.00 I I I i ! I M/\liK DATE DESCRlPH.lN PREPARED UNOE~, 6, 0 Ii Is ,SHEE~ SUPERVIS;DN CF,_,, ,_ /_ ~ 6 g 307 REIJISIOllS JAi.\~$_/!,, ANE R.C.E. 2d9~ OES!G~H:t B,S. I :;GALE 1· DATE I DllG-m.1. (If I DHMIN G,C. jCH_[CKED -~~-AS SHOWN, MAY 88 _ __ _ 3J.l -. .,,, ,--, --. - ~ -l" U'j a I -r,--·-I·-v--,--··-·· -• ···· ! 1- ' ---_j -· -. ---, .. --.. -,_ . ' ' .:.1'520-··•·· -'-- i .-- ' '") -- 1 ' _______ ; ____ I_ j __ -I-- 1---- ;~ I l'l \§ ~~ ,, 'I ~ I ~ ~ l I 1- ~ '" ,, " ' ~ ' ' '. ' :---+-···+·······-' ' --,. : ; s,. OVER :C ! L, SE\-JER - - 1 -l -, ' I I I : -I ' '----·--··-·-· -,--_,_,. -··· ! -r --1 -·-!-··-'···c···••l••···••I .• -1- r -·-·c;c·-c· ! --,, , .. ,, ' ' ' : -. ,. ~ _,_ -- 1 1 1 L,·- . . 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S-1 WITH COVER DR.15789 Sheet 308A Of 3li I Q-5[ EXISTING OR BY OTHERS SEE SHEET 302 FOR TYPICAL Si REET SECTIONS --_.:...::~_:..! : 1 1 / 2 0 1 2 INCHES ON ORIGINAL DWG.: 40 20 0 40 80 FEET ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY1 ENCROACHMENT PERMIT 90-14140 -RE SEWER IMPROVEMENT PLANS FOR VISTA RIDGE ROAD (FORMERLY SOUTH UPPER LOOP ROAD) : ST I\. 1 0+00. 00-20+00.00 0 a + 0 . IJ 0 -'r 0 0 \ N 0 -1- 8 10 + 11 + 00 I 12 +00 Ba;,W C<J#!STfii/CT/tJ/✓ -Jp/// £.Y/ST M. hf -~ P,:,£/C,o/v' M/L L R'cJ,qp 41-1?,qCJ~MENT P.C,.4A~ ?EN ASSESSMENT DISlR!CT 88·-f !3 + 00 i ' ' SOUTH U'?PER LOOP ROAD CO~JSTRUCT I ON NOTES CONSTRUCT 8" V. C. P. SEWER MAIN WITH BEDDING PER IPWD STD. S-8 , DR, 16 15739 ~hcet 308 Of 3.l 7 SEE SHEET 302 FOR TYPICAL STREET SECTIONS 1/2 40 20 0 2 INCHES ON ORIGINAL DWG. 0 40 60 FEET ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEWER S. WATER IMPROVEMENT PLANS FOR \(\'S-t&I .Q(d.:J11.. µ, "'f"lilTU r\UAD -. / jSTA. 10+00.00-20+00,00 J .. p. SWR s.u.L.R STA,'lO-t<00,00-2\""00,CO -40[0,23JPF1 3092 2602 08-Jul-88 11 t46 AM/ 3092-5402 'Q'-S-"6"/4.1-~ ~ i:, 0-'2,:, <:::,'L,_{) /. ---·- • 0 a .. 0 "" ...J \ \fl 0 s L ' ' L ' --i_ ' * -,--, ' --- --~: ------' ... , ---- -,-- ---·-----!--______ ! --...,1or,---,------:----! --! -•• ! ""'T,. ' ' i -"' .. ' ' -: : -· ! ------,-- -----,--------., ---'-~-,----· ----------------'-------~---,---,' ----~ ---. _ :;zi3 _oo 'L.lc: ' ; : ' - - ,,, __ ,,_ -I l 20 .. 00 i 8" V., C.f:', !-1· --'.---!----;.,. .. -·-----~L ... J,________ -1----, • L 21-tOO j i -!-----" 22 .. 00 ' --·----------------· -- i • ' -' ..... I .. ·:·.·1. --I --. ; -I 23+00 24-tOO 31 ., . .,, .. -_ -,~::. ------,-----------·-·---------·--~ "'' ' ' -' ---·_, ' •• 1·· ' -·---j ----·---------! !_ --~-:+ .. : , __ 30+00 29+00 LEGEND I 20+00.00 ] SEWER STATION ( 26~ 70.00) WATER STATION / '""'~.,~✓ ---j ... . -~·-··-· "' . ( -_-.. ·r··---:-.: ., . t L 1 • ---,------~:: j -' ,__ --•-····J- ' '' : ----,- .... , . . 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' . -' '. -' -,_ -WATER LINE CROSSING ONLY --• . . ' • ____ :;_ ___ I •~ •. , -: -. -' ' ,-' • : ' ' - • i 1 -• _, ;:s' i -'' ·"' -' ~ (J,O -! ! • I { ---,.:r, II\~. --~ Ci-, r----IJ -ru -t l.\i ~f\! -·--' _f') <11--;-·i::, (\}"3 : , . &; ~ F"'.i _ '.I:,,,, , ,-I ---ll\; JI ij >ci'-0 :'.:f' __ \--..J,S~ \j\, ,__ n, ,. -~; ·"-', s_-,j-._'-cl'>' <;)>:;:,:z.' -<:I;),--':<;) L. ' " ' ----"-------·-·-· .. '28C,. 00 i L.F. ___ I·-· 8.'1 V. C.A 1 , ________ l -- ~ . .. ----·-' .... , .... __ , .: ,. . ... 32+00 830 ;_-_, ' .. :. I . -~---_,-__ ' • • I -------. -··---·-.. ·-.. : ... 34+00 . -·, _____ , ___ --,-_ ._.-i ,_ ' ' --\ ---{-- - , "'-c, ,:- -~--. .-c.,' -i . " ' ----;--. :.--:---'.'' - - - ( . ·[ .. --, . : l-: ! 1:-c-"--_~,o,c,e;, L.i=. _ ,------ --l 1----'-'--'-----'---'-'-,--'---,--"·,_,_'--_,_,_.,,,.,.,.,_:c.....::.3::..· ·"1-';G;;.--'-' "'o""o"'-.;:,L_,_.t_f.,. ___ ,...,.-'-i,_,,------'-'-..,.-++-'-'--'--'-----'-'--'-'-----'---,--'--'-'..,--.-,'c---,----'--:1..,.,,.c-+----i-.--.+,~.,..., ~-·-: _8 ''._v.1t f sro,t:, • 8~1V.C.P.i -1 ---, ·_ , .. .. r .-' ' . ' 35.~~'i rsrr□'F 1 L El1 ~~~oo i HORIZ 1_ 1 """'"_·AO"i I vun, , ·--ii-I I ' ---! 38+00 39+00 -: ,_:_: ·-1- ' ' ' ---1 ---~~-~----,--.--+-~---~ ·-I '1 "",., • "'"'""'=--.. ,uJ LEGEND- I 1j I /}, t,I I r = .1·» r,J l ""::a-4ff" -,, '.,-.--•.• .. • .. •,. ••--• ,' "~ "~--~~ .--a'> 0 z w 129+a1.01 I (29+80.46) SEWER STATION ~ ----~~,-,, i;.;............_) ,,AQ : .. [. --·-·-· . .lj " ,· ./ I • ! • I- ---'",---',--,c. ___ j I -· 1·---·-·-r -I -: • ' -·-+-"-":•-··--i -· , ... . I_ " .L -- - l ' ' __ :_ ·-,- ,_ ,_, "' ,_,,,_,,·+ "' ' :. L; _ _:.::~;::_:._.:_i___ 1 -I ~y -_: ____ _,_ 1. ·-r·-.. --, " : I : .. __ :_: ...... .L .... k -i<. -., _;·--·T--__ ;-·;::. -,--F. --- ' j_ · _:__ __-;~ __ /-+'~;-c:t--l:. ' (_ ' ,- : : i ' .~.-I - - -I--: I -c-----,_ -~ ; .. --: --··- -( • . ---,----. . ... ·, . i cmJST!WCT s· V, C, P, SE\JER tM !!1 WITH BEDDING PER IRWD STD. S-8 CONSTRUCT 48~ PRECAST COIJCRETE SEWER MANHOLE PEfl 1.R.W.D. STD. S-1 WITH COVEJ3., ______ ,_______ ,,...·---. _ -,-,•·~ --,;---·---, ,1•••'.. '"---,...,..,,./ It... ,tp .... ...., ..... ~ ...,,........., •-= ""' .. ~ ,..,. t!/-c-,,_, k \, ', /---/· @ ci:iNsTRucT 1a·1 cu1ss-so o.lP.oR cLAss-Iso CML a c sTEEL ( PIPE OR CLASS-150 A~C P. WITH CAP, THRUST BLOCKS ,AND • BEDDING PER DETAIL I 11 @ INSTALL 1-10" x 12" REDUCING ELBOW AND 12" BLIND FLANGE CONSTRUCT FIRE HYDRANT .ASSEMBLY PER DETAIL~ AND IRWD STD. DWG W-5. ~ SEE SHEET 302 FOR TYPICAL STREET SECTIONS 1 i / 2 0 iNC 2 INCHES ON ORJG!NAL DWG. 4E~==20E=oE===450=-=· --~--=-·=·:::::380. FEET DR. 16 15789 Sheet. 310 Of 317 A-17 A-20 6 0 ' ' ! I ' \ i I \ ' . i r.--.;.:....::.'-'-'"-'---·__,_.,;;=•~.,,;. ~--.:,;;;-~=---=-"'-=<-"'-'--=:;ao·=r:::::,,: . .,, 11 p',o.c"' PO!NT OF GONNE(;;T!ON, CONTRACTOR SHALL !\ fl HUN A 2 1i2~ SUPPLY LINE FllOM Tf-lE 2~ f'l(CLAIME.D r; il W/,TER METER, THE:N TO THE 1 112" OASKET STR.A!NER, ;, 11 :\'\ID THEN TO TJ--lE 1 1fZ GRISWOLD !JRESSURE REG-il fj1 ~LATl~G f.A_ASTE1~ VALVE. !;Ns~A~L~~]~ co.M~O~ENT !) ,NA -:>:::i?ARATE ,ALVE BOX). Trlt:. S ,.,..,fcM Ht\-., BcEN (, ·] DESIGNED FoR·ss GPM MAX. AT gc PS: M1N. _ lj !1 THE PECU.JMED WATER t~{ETER !S TO 8E PROV!DED_ 8V ' • Ji !_ rnE ccNTR-'\GTOR AS cooRrnMA TED BY 1RwD. • ALL 11j ~ PERMiTS, FEES, ETC., SHALL RE TrlE !JSSPONS!BIUTY j ~ OF THE COi\tTR.ACTOP.. . . . , !l TO"TAL AREA SERVED 8Y THiS METER"" 184,800 SQ. FT. M '. \j 11 ANNUAL CONSUMPTlVE USE ""1 B.4 AC. FT.NR :' ·] • [' b::..-=-~-=-;;.,,. --=.ll.::c=---~.,,.....-~ -~~-" ,_ ~C::::::;;"j '--~~-----------=~, PRESSl.HE CALCULAT!ON FOH: ! CO<'oTROLLER~A'0 VALSE 7'841 GPi,1 I =------------,-~ H_Gl (hYO~u~Gq,MDE u~E) 20.'11;;:-E • I o;:io,ooi tJffiR ElEVA:i10!'-i , • 151;14,CiO ! mniGr.TiON R:.CCLA:w.r:o WATIC-R /.JET;~' i MSKET STAANER 'M~TER',JN..VE Ml'.iN !..IMC PiP;';'. L/\OERt;L UNC Pi Pi: ELEC-YP~G REl,'.C7:--:.~0L V!U.V=- PFiE2SUi-'lE p;;_:::;;u:P.ED AT SP!~NiQ£R MISC. LOSS \20"/4 OF 'TOTAL PIPll~O :..CSS/ E:..EVATIC~ (l.0.Ss.{,AIN) ··-4 001 L.!_-'--i 'lAO 0,90 3 QO - 2.35 5,EO :uo' 40,CO 1.5'! 30.Ji iTOTM .. Pfi'.':SSU/1['; >!EQUIRED FOR OPHiATl:JN D;'l<]3j. @->:mlNG \VAlER PRESSUH2 .f:\T r.l~TEH 87 .ac: R~JU.~ PRESSU.~E ·, • 0. 1 ;; j' lc.P-,.,,_,, .... -~"'GU•u="'"',.,.,,"'... I , ,,'c"c"c~°"''""'"'"'"· ""''"'"-"'c~=•"" ""',·,'---------~--- ,,,,.--------------------- ~ CON1RACTOR SHALL ADJUST THE SPRAY PATTERft3 : • ~. ll sy !NSTALl_::-;G THE ArrRormATE RAi;-,:z.:;;o 'PC' sc;:1EEMs· ~ -Pf/.!OR TO US\;-'.G THE ADJUSTMENT SCR[;\tf ~ TElS 02:s:GiJ IS DJAGRA;.~i\1ATiC. All P:Vii'llG; \/,ALVES, ETC1 , i:, SHO\'JIJ \'/!TH:;;i PAVED A.REAS lS .•FOR OES!GN clAfHF!CAflON , Cf{LY Aim sHALl. SE INSTALLED IN PLANTING AREAS ·' ll:~~-~ <POSSIBLE. --1!. ' ' A-9 .... . I ~ "'"s, ' -, " ' " \ '\ c-_/· ', ,' '., ,·,• '"' r=~·----· -=----~~-==---,•--=-"=--~ ~---"'"':~~-,~--"""=-----, .. ,c,.......:.. ~.c.,..·., ! 1 -1 Lrvlno FJnnch Jfjr.~,~r --iJL·;·i·~'.iCf"·;···'-.,_ • __ ,, // SPECIAt ONSITEB_l;C!~Alr,1.SD \i\!ATEF! ~~o 1 ~s '-, ~ . . : \ \ /"',_,,;:;;:/_:::;::, .,.·.;~, ,,,·,-· ...... ',',,:' ,_,c_:} ' ~ .4. THE lNSTl\llAT\ON O"FiHE" !:'IRIGAfiC-N WATf:R SYSiTEM SHALL CONFOR!.VQJHf:B:CqUL.\TK,1<S.fC'0 JH.-; QCJ/S(RUCTION OF,, [l IHFi:GA'71C·N WATER SYSl"EM:S W!WlN THE '.RV:NE RA1,;cH WATER DiSli~(:;,r ("L!L\'f.D.\:~'-lo THE f.'::::Cl!.,:'Mf.Y:NG PlA.NS AN~ SPECIF!CATltJ.NS ' • ' • 8, C. D, G. :-l. I. K L N 0, AL1. ~~·s,Tic coNsrN"<T P9E:SS~~~ -RECLAIMED ANJ POTJ'aE WA:"EP. u;li\l ;· t\;r:: P;P:NG IN~:TJ..t.Lrn ('~ T, ns P~o..:ECT SH;r,;,.t SE ID<ONTJF1E'J iN ACCORQA,\lC!'.\','m--! "l.R.W,0,'8" R[CL.'i...ATIONS AND 1"H2 IRRIGA"'."!O:~ SPEC.'.FiCA1~..".i1iS. AU .. CONS'TAl-f!' PFIF..SSJr:12 REGLP-J:-J.ED W/l!SR PiPIN'.; SHALL 8B PURPLE CCLORtc:D rvc. !10'..~1UAL PtPE 512'.E, PVC-11':I:/. ;;:cH AT 7J Dr.;Gr.i=ES. A~-,a Dic.S!l.'.;(·~ATl0/1::S -;:;~C:H ·;(s 11:;s, FL/1GED cc-1,ir~'iUOIJS'...Y CN TWO s:r;E:;' Df', \! IE p:;.;EZ, P11t;G'.Jrn12 n./i.:t1:m i;i. Pour ms 2241, ::;n, 313:i. pp;tHli·'G .SHA\.L-SE (a) T.;Gs SH~L BE \'IEAT(ic~PRCoF i-'LAnlc, ~--;f 4•, FUR~L::: 1~, -~~wq w1 rn THE \vo~m3 -~}·,p.m:;,m , ~<:r..:t./lJt.:.;:o 'NATrn • DC flOT. D;";JNK" !f0P.9lf_.'TED 01': OtJE, ~:!Pt'.;· A:-JD "A\1!SA • AGUA !;.:;'CMA j tJ,O ',TO~.J.'\W Ci-< TME O"iHER SIUE;. IMPGl'.HING Sf{AU. 3E ViCRM-\NENT ANO 31..ACK IN COLO cl. IJSE TIG$ N3 M;'.-:.;ui•t-_•-:;;TUAC:C SY; i K•M .CHflls·1y E~HEflPP.i~E.\212!fi' W STR'JC~;:AVE .. QRAN::.;c::_ CAUFORNIA. C:577._: {'}'i4) 771 .. 4142. OR APPROVED..., .;cu~. I ·, 0Nt:Tl¼1 S>--!ALLBF ATTAChFDTO E.ACHVN..'il'f'. A-.'> F•Y-LG'8S: ' i_1j ;\TT ACIS TO V.f',LWE STEM DIREC1'LY OR w:1;1; Pl./1.STIC T!f•l;/Rl'.P Q.R _ 12) ,\Tft,CH 10 sou:.r-,oro W!AE f11F\ECTLY C,P. }'J,TH PUSnc. n:::.w:;,!,p{iB, ' • ' . {'.l} ATYACH10 VALVE GOVER w:rn EXISTING, V/\l.Vf3. CCVE.P COLL , _' \ ' ' i ' ,; ' ~'iARN:NG ·rAPES srA_ SE \JS:::D ON ALL. COii31 Nff NiESSL.!RE MAIN L!NE ?iPING CARRnJG · ?OTACLE WAT<:R. , \ : ' ' ' ', ,,"•;, • ; / ' ,-' ','. \ '.;'\ ; ,' WARtt\NG !Ar,\::8,SHAl.l,. f,[ .0-MINIMUM Of' 3 INCi-lES ;'JmE At-iO SHALL ~UN CON-i-1o;uou.sL. Y f'OR THE0 tHTl}lE LENsiiTl-l; OF AL~ CONST ANI Pf1F.S$URE POT/\ELE tl/\iN L:t-HC Plti_:N~-'-'TH~ TA"'E Sl-lALL SE ~TTAC;IE:D 1'0 THE TOP OF TH:C: Pi PE MT~I PLASTIC TAP[' E!iV,DEO AROUND THE W:~R.-~iNG T4?E /IND ::~:E ?IF~ 1;;.vi:;:,w t'M'i {5) FEET CN C~NTiCR /. /' ' • ,· l : .'/ ) '1 : i ' ( • , · ; W!,RN!I\.~ T,'\Pf'. FOR THI, C.Oil-lSTA~7 Pfl.ESSU8l.-' POTl\3-t.1:: WAT<::cl PiPi/'CG SHAU. 81:; eu::: :1,,rcou:.1P. \\f,',H THC: WO ROS "CAVTIOrl D\JR!~.> WATERL!NS: f.!cUJ\'/'" l),.\Pi'llN"."ED l'sJ,11!Mi,HJM 1-IN,;;r1-}ifGH LETTEnS, t;!(ACI( iN° COLOfl. i1,iPRINTING. SH/,Ll (,E !::0.'-,'Ti:,·L'OlJ3,~f'rn;~A\;CN7. • • • THE "LF..w.v.· SH.AU BE-No~w1c:~ Two DAYS PPJ0f"."Tb 1H:,; .sTART oF THE' ;m,s,mfCT(ON AT 1714-; ,i.71_qf02 AND t:ACH WOR.s.;VAYTH:,';REA.;:-;Eh.U!'-HILCC:!.P\..8lO~i0,"PAOJi':C-T, '· ' . i . :· , ·': j : - : " ' ,,.._,_ Pf'l.ESS.l lflE MAIN LINE :liPitKS FROI.• Tr'E Rl:CLAl\iED:WATE.tt SYS1EM SK/,U .. BS 1;ssTALt.GD iO M."-,INTAl~l 10-FEEH,11N!l.'.i-'f,1 ',, _HORCZCN-,AL SC-:PARAT!ON FRO~ ALL PCffAElLE ',','ATER F<."iNG.-,WYE;:J:::ntcLAlMEIJ AND ~OTA3LE\'U,:fER PF)ESS!JF.E 1,.tf.N UNE PlfiNG Cc'ICSS. THE 9\::Cl AIMED 'l'{'\TE,\ PiP!NG SHALL Ci: tNSTALLEO BELOW THC f:'0T,\!,i.E,','<ATER PIPiNG IN A PVC Ci.ASS 20,': 1-':J~PLE COLQC"1ED PVC Sl..<=EVE ¼rliCK EXTENN A ~J:Nl'i:JM or '5°Fl':ET ON Effi_!ER s1qe: Of':TH;;_poTAµL!::WAff:R PIPif\'G, Pf-JC\ 1iJ;: A MiNliJL,'M V!:RTiCf'<. C[.F.A.R,'\t!CE OF\; INCl:-:ES. CONvEtmow..:.. {',','H11E/ PYC f!:;,;: M,:,.Y 3E llSH:i FOR SU.CE;V:NG 11,.i\TER:AL IF f'I' !S i i-FED,_yvn H 3 l~iCH w:::iE Ri:O WAllNING -~· t-Vi:::" \V_H:CH i,J:;:_A[''..,',"CAUT:QN • P.::cclA!/,1::0i) WAT'.:::Ri' ', \'.,''.-, '·,, '·:,,"_'\ \ ' '.: ' ': i : 1HE' tRRtGX[fON SYSTlcM HAS ?.£DJ C"SICNEO.TOAN'D 1.-lUt,T Bia(lPE;'.lATED clETWE!:N THE 1-10\JilS Of! 9:<;.() P.M. ANr;. "1:QO /\.1,;,, UN!..ESS OTi !EFN';i!SE Dli'lECTE::l .AYTtCE C1STS1CT 6'"\IGL',E.ER. ' • ,I • - • -1 \ ' ' ' ' ' f,DJUS.i SPRAY !it:,0s TOEUMiNATE O\lERSPRAYO!,tTO A"iEA$ N-)T lJ!',DER.'THE COf'<'TRCL.OfTHE GIJST0.\12R. FOR t:MMPC.E;, f-'0CX.DfCKS.Pfl:'.1Al~:"'ATIOS.STflEETSAN0s;oEwP-.lK2" ! \ ' ' \ : '\ •,'; ;,:, ·, '· ' • \ • , ; : i : CONTACT THE ·1.R.w.o.· OFFICE TWO DAYS !'f\!OR TO Ttm_:RP.\GA11C-~l SYSTl:'M COVEEAGE TEST AT (714) 47C-7<00l AND ft.FlF'iA\lGfcFORAW.f>LKT'~ffiOUmlOF11-i;;;SYSTf!1,\.-. _' ·-:. ,' : • / i;' ' ' • : "·-,-·.: i . ' FA::..IJH~TO COMPLY wr1H M,iYOfl NJ_ THE Ji.BOVE CtJIDEL<f,IES PlJTS YOUR SYSTEM ~\j VIOLt,TiON ()f'THE D1Sffi1CT$ RULES AND r1.:GUL-\TIONS, Nm WI\J:RES!JL T l~i TERMINAliCN OF SEf\VIC_E U1-f;"!L Af'Ff1.0PFte;i E cbRBECT~/f.::: STEe>s r'/t.VE, BC:'N Tfo.KE'.~. : · , f : \ ' : \, ' ', , ' : l ' WARN%3 TA?E or, ,![CLAIM EC. WATER CoN:::TANi Pm::ssdm:. MAIM ll~E f'l""ING iS 6NtY ,'\iw,\l::o'oN P>10Jc-:cH:lY-PflOsJi:GT APP"lOVAL rRC·M THE D,sr;:.:::cT r;NGiNEER.' If' N'-AP.OVEP, rt M:.IST FOLL.OW THESE ,r~ST."1!.ATIO>'J SPECIF'!(;.\ TIO,"ss. ' ·" . . . . WAP.~;:NG TA.f•E SHAU. ElE USED O.'\l Ail CQNS1A"i"T Pnt.::SS:JRC: MAl'J U\JSS. WPJ<Nl'.1'3 TAPE Sf-1;\LL BE A !iiiNI.WJ.1,1 •:JF 3 INCHES 1.VIDE md S~!rll.L0Rl..'N CC~INLJ;J'.;°Sl.Y foll TkE ::Nt IF.E :.ENGTH c:c fau. CONSTANT Frl.ESSUl!EMf:Ji.,1 Ut1E PiPiNG. THE-TAPE Sl4nL BE A1TAGHE010 !HE TOO ON TH;: PlPF: WITH PLt.STICT,\Ps 8A,\IOEr, AiiO\JNO 1HE'.VARNING ':"AP[ PNOTHC ;.,:r1E EVF."\'{ S r'El:1 ON GPf".'ER • DR. 16 15789 s~l-t.'.et 3ll OF 317 ,•' AP PRovAL FO-R ONSiTE.RECLA1ME:iViAlE-R'SYsTE~.1-ONL y , / / / i -, ,.-• ' ~ .::.-::::. ::.:::::- FOR SPECIFICATIONS, REFER TO SPECIAL PROVISIONS •· W ,'.HER METERS A~D A~-~--· Cm;:m:c_1mt.s~ .. ro-··· i;:i·v·1~lr: RANCH Wf\TEFJ - O:STRIGi "fAC!L.ms:s-MLlST" !JE· A'f:'_?UF..a i"CR ANDIC!'l APPflOVEO·. THROUGJ-l" ,THE l!lVINE RANCH/ WATER DISTRJCT SUi3D!VSSiO~lS,Pt;VELOPMSNT ., SECTlotL fOB srEc1.~1C>t'iEc:G!JIHFJ,IENTS FOn OIJTAIWNG$E0fWiCE • ,-/ . ' CALt.)7!,1} 47(;:75CO. / / , /. QNSlTE APPRC)VAL / /',. ,/ / PELICAN HILL ROAD, SAN JOAQUli'J HILLS ROAD AND SOUTH UPPER LOOP ROAD FOR IRRIGATION DETAILS, SEE SHEET 315 I I I' ,J Ii ,: I I I I I " l ,, , " 'I I I, r, I Ii j " " , , , , " I ,-.;, \ ·:i;:;· ~/ / \ , "OP ROAD UPPER Lu .,__ ' _ - =-~· -,~ '-~==~-==,...--= =..--==-ir= . --=..,,,,= .. ,-... , ' , --=,.~==~ ... ,,--.,..-~,=~=""--~'-=-·~-- ~ ~ -I' C 0 I --t II'\ 0 ' ~ .r::: I ,, ii I / ! / / / / / i I / ( ,/ I I I i / / / / I j I I / I , I J / I I / i I ) I I , / I / / I i / / I I / / / / / / / / / / , i I I I ! I ' I ! ! I i i I I , ! I I I I I / ! / I / / / / I ' I r I / I I ,.~-· J !~ --;- ; 11 ...:.I :_Ji -I -------:" --··--1 I I ' . ) . ' I I ' I I ! / / / ,/ , I i / I / t· / I ! I' ,! 'I /1 I ' / I ! I / 11' ! I / / ! I / / i / / ' ' ! I f ! / , I I I / / I ' ' / / / \ // / '/ , \ / / .' / .~~~~ / \ / / , " \ / / / \ \ \ \ I I I I / \ / / / ,.\ ·\ \ / / / / / / / ' / i == / / ! I I \ \ \ I ' I .... / , , , i \ I I ' ) / \ ) \ \ \ , ' \ \ \ \ \ ' -==-~::== ==:z== , , ' I \ \ ,, / -- / I \\ ,,'',, •,~/' ~- \,i,.11DSC4fi'~ ~ / § """""'" rJJwv1iti • 1 N , 00243ef '',\ , ,·.,;:f, -1,~> '•;-i' . V. • i , /!.,,~ ; :i:_n~li~ -r· _., •r,,-, ~ J, ' ( I I ' 1 1 oAef _,,,,.1/ • ' ,:i,."t-, ' CAll•lf+<,,-;' ~_...,,+¥ __________ $PECIES·· STIPA" • " rULCHRA' , rESTUCA ~ , BROMUS ClEOALUR/1, BROMUS M /\RINATUS _HORDEU!·"' OLUS , ---,,., · • BR!)C • ESCHS.CHOlZIA HYANTHERUM LASTHENIA CH CALJfORNlCA SISYAINCHIU"-~ AYSOSTOMA LAY!A PLATYi. BElLUM , / I LUPlNUS S GLOSSA , , UCCULENTAS / iARTEMiS!A ',, ,EFUOGONU;AUFOANICA ,, SALVIA MELU~ASCICUU\TUM, LOTUS S ERA ERIOPHY~LOUPARIUS , ' EN t.MCON ,' ESg~~~~~FORN~~RTi~LOfllJM ''-. LAST! IEN!A C~ CAUfORN!CA ', !SEEOMIX 3: ,C~O~A,,s,_'TuA~l,.Ji,S(!,AgG)aE,,m;;,m SPECIES \ SCRUB 'Ml _ .... x. ' \ / i / .i / co , ~M~N NAME ',' PURPLEN ~· / , -_zom10 FE~c~~EGRAss , CAUFORN!ft.1 , , BLANDO ,BROBROME I. MEADOW I MC CAUFOR•NfAARLEY GOLDFIELDS POPPY BLUE·EYElJ G ARROYO LU RASS , , /: / /' I , / , \ JJDY' T!PS PINE / PER ACRE· 20 , , • ' ,/ 00 LBS. WOOD \ :JOO LBS. 14~~ FIBER MULC 84 LBS. qF ~t~t:ERTIUZER~; SEEDMJX t COMMON NAME COASTS ~ BUCI\WH' AGEBRIJSH EAT • BLACK SAGE DEERWEED , GOLDEN COASTI\LYARFIOW CAL!FORN~"'-NCEUA GOLDIFELOS POPPY ' \ lUPIMUS B!CO RYSOSTOMA ,BACCHAR!S Pl~~:RIUS'CON • ' •• I SANGUINEA' \ LUPINE· ' U~RIGJf[ COYOTE , ••• · ,, BUSH ,/ 'i I '1 foR ' ' " 'I'' I I I ' :! 'I , I I.: l / I ,! ' ! ' ! ! FOR SPEC I I I I I I , ' / / I J I ' PELICAN ~~E~6i~s REFER ro s •• ' SAN JOAQUl:~~t~ PROVISIONS _ ROAD AND SO UTH I I I / ! \ \ TOTAL , \ \ \ I ' ! ' \ UPPER LOOP \ \ I \ \ LOS. PER ACRE 3 B ,2 5 • \a ROAD ' 5 3 10 10 25 , 20 ,., , _ _/ '5 3, 2 _§ 84 ~ / I \ I ! / / ( I ' I I I i I I '' i i , I , \ ( I / \ I I I / / I i \ ' \ / \ \ I / ' i / ' ' ' ' I ( \ \ I \ \ ' ' ! ,' ! ! / ! ' ' ' ' I ' ' , I ! I I I I ' I ' i • i I l 1'.' 'ii \ I!' \ •, \ , I \ ', \ \ \ ' \ ) / j ( ' ' ' ' / / / I / .r/ : / / : I .,/ / ' ' ! ! ' ! STA, 10.00 QQ OA O , • -... ,.+ o.oo \ :'~~:'.t•K 'it•~/,,.,,,,,.~ lJv,/!e,/•,i,• .,., ... ¾,p< ,.,,,,,,.,,.,,.,,, ¼ai,H-,n•'" '';:'''~"""'"' i I ff ~ -=--=-2 l .,__ '-\.._ ===-~ f ",,, __ _ ~-="'====~-===--=-,,r..----, ?C1+CC1 ,,,___ l _i __ _ -m,-1•--r;,,+CC ' ,_ I --------, i,= C TAT ,Oii.'.c ::c-----+, ~======~-------L _______ ,, _____ ~.,., '\\ " ~ \ \j I CL,. : EXC -1--------_i _ ' I ,,______ __,,_ i I vc,5_: i"lc_l i I i 'I I i . I I fi a i I 11 \ I I I / ' \ I I ( • '; I / / I i • I I \ \ ' ' \ \ \ \ \ ' \ \ \ \ . ====-m --- \ \ \ \ \ \ \ \ . I \ • ' , \ \ ' • \ \ \ \ \ ' \ \ \ , \ \ \ • ' I ' \ • ' \ \ \ , \ ' ' ' \ • \ \ \ \ / \ \ \ -~-=-= - ' ' \ \ \ \ \ • ' ' ' ,,.,. ' , / / \ \ \ \ \ \ \ \ \ \ \ • ="'""'"""" = \ \ \ \ \ , ' / I ' ' ' , I \ \ \ ' \ \ \ \ \ \ \ \ \ \ = ™ ,'=""'".'.~"';-~~----, ~ '".'====,=~-==-=",= j 5 l O 0 ~-~------'"'{/)_ ~!)() ==~=~-~-=:,~;;,~+-~C;J;~C~, _ -~1-'-------------------- 1 __ --=·'"';;2~'.10'=---~ --+------:----l\ __ \_, _, < "t'"~----==---~ -~----------! __ =-=.=-~==~= __ ,_-=·=-==··_=-_'"-:'l~i~-f(1~()~~-~--L,___ ___ ----' ~ ---~-~ " n O C --__ ,.L---\----,\,----'\ -,,--==ca::s::,,::-p~=::-==== v v,~ ______ ----l~ ________ , __ \ \ SEEDMIX 1; \ SPZCIE:S • GRASSLAND MIX PULCHRA STIPA ~ 'MEGALURA ~~~~~~: CAFlll!ATUS , SROMUS MOLL~HYANTHERUM I HORDEUM BRA CALIFORNICA \ ESCHSCHOALZCIHAIWSOSTOMA I STHENI \ LA INCHIUM BEU.UM S1SYR GcOSSA UWiA P~~CCULENTAS LUP!NUS \ \ \ \ • \ • ' \ I • \ 'COMMON NAME\ \ ' \ ~U~PI E NE!:DLEGRASS ZORRO FESCUE i CALIFORNIA BROME ' BLANDO,BROME M!::JU)OW BAALE'J'. C;UFORMA, POPP; GOLDFIELD$\ ASS I BLUE-EYED GR iARFl.OYO LUPINE T!DY TIPS \ ' \ \ I \ \ \ , TOTAL \ \ \ LBS, PER ACRE 3 10 10 25 20 1 5 3 2 J; I 84' \ \ \ \ \ • \ \ I \ • • \ \ \ \ \ SEEDMIX 3: , ' \ FOR HYOR0SEEO \ APPUC~TiONS. PEA ACRE ' • d mlX " , t"e follo,;vmg --' =======-r==---= ~ ---= 'cT/\'101'~ =~~~-=rn=;~~-------------1l;xc.i1 cu I ~---,0~1 1]( I -j I I BUSH shall be shrub specrns TOTAL I 3 B 2 5 4 3 1 5 • 37 I I I / ( , I I ! / / / / / ll I " I I I I I I see . 200 un,ts a density of per acre. planted from.,/ 1 \ ' ' ' \ • \ \ \ I \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ ' , I \ \ \ \ \ , • \ \ \ \ ' \ \ \ \ \ \ \ \ \ • ' ' \ \ \ • ' ' \ , \ \ ' \ \ ', \ \ \ \ \ \ \ \ ' ' ' • \ \ \ \ \ ' \ \ \ ' ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2.0°tc \ TO SPECIAL PROVISl~~iOUTH FOR <:PECIFICATIONS s~iJ~AQUIN HILLS ROAD A PELICAN HILL ROAD, v<:mce hi ordsr ,2 months m ad 'es should • Progagu, indicated. suostltubons. , ,, UPPER LOOP ROAD to be \ • \ i I / ' / • \ , ' I I • I:\ , \ \ \ , I \ , ! ' , I I ; , I \ I I I I I I I ; / I \ ' I , I / / / / / / I I , I / ' I, !I \ ' I I / I I I \ \ I ' I , ' ; ; " I I J ! ( ' I/ ' \ l / I I . \ I i I ~ 1, i ( I \ I / ! , \ -\ V' NOTE; 1.AH J?lasi!c pl~log to bo S:l'!Dlmd :n trcra:h:os, 2.9um1!c Z: !npo •,,;1irin9 at 10' 1ntl'3rva!a, a:n~ ~ loose 2tf' . loop· in r-1!.dng nt ctu:mgo of a!ractlon gmoto.r thnn 3!Jl\ UnUo o.U !ocp!) after nu connccti!u13 havo bocn mJdo, 4.Seo irr!gaU1:rn spccmcnHa.r.3 tcr bncl,ml ,:rnd compa:::!!on rnqu!;cmonttt. U\IR•P\/C f,UH.E ADAPTER " I ! I i l l---PVC ""' .,, ...... .. ,,,, """"'' ,.., ....... w "'""~ '""' 'l~"· __ ll_t_'I_;_l_:f_\j_' l-1\:J-,-~-J-Q-.-,,-ff:l-.· ~-lU-j-~-j;-· --------------------------------------1 .. --•-~"-"--------•-• _______ ,..,. _____ ,, __ ~·;.'-.;:::·cc·"'·~:.-----------------------------------------------,-------------------------------! . ___ PLASTIC VALVE BOl[ .iiJlY~i LOCl{IMG COVER. r';d LONE Cusic FOOT • C8llSHED RO Ci( FITTINGS AS REQUIRED. I MOTE: INSTALL A (ADV iN RISER) ON ALL IMPACT HEADS DE{, 1.b 15789 She<c:t 315 Of Jl7 I '"'"""'' =: ,_ ..... '"'"'" •= AAINBJRC: HAiN8!R:J I RJl,(N BIRD I RAIN B!RD ' I C'¾llS\!'lC>l.D ' NELOON I _HA'Y'tlARD I N!BCC I RAIN BIRD I APPROVED A.PPr~)VEO APPROVED #7€43 QUICK COUPLiNO VALVE W/Lf'...-CKING Gt"lE]:":N VIN'iL 00\iffi !1/iO;:'.ltL #72 5lMPLEX BA3Ki:T STRP.iNER, SEE PlANS FOR SlZF.. SLEEVE, SCH. 40 PVC P!PE 4~ D!A. MlN. INSTALL. 24~ BELOW f!NiSHED GRADE .. ~XTEND iZ' PAST EDGE OF PAV:NG. •• i GONDWT. SCH. 40 PVC PIPE, 2~ Ml'.\!. DIA. ! LIVfl0 P'w'C SCH. 40 PlPE ON GR.ADE. BJZE.D f.,,_<::; NOTED -'E' 'J' APFHOVED Pi?E CF~OSS f3ENCH DR.~:;,i. '!\' RECLAIMi:D WATER METER l'C EE PFi.OV!DEO 8\' THE C(lN1RACTOl1, ! .w EX!ST!NG AS COORDINATED nv tRVJD. ALL PFRMlTS, Fr.ES, ETC .. ~.iriALL GE 1' THI:: RESP0tJS:8JLJTY OF THE CONTRAC:'0.:-'l I 'I.' SEE SHEET# 311 FOR RECLAIMED WATER NOTES WILKINS MODEt 415--1 ii-4~ !N UNE CHECK VALVE • r;c;:, 'c"" n r = r;-• r, [L r, n = cLJ-·--~ ,( ~11;=1,\11·1:,"' 1P> 11_1\ . u'1\!irr1J , 11c:::c:'.:'. '-d.._ ~ u -.. l.:=-";l U \1 t,r·,J. -\..i ~~ £ ~ A!._i, Of\ S!T1" CO~JSTt,NT Pf!E:SS1!hE POTA/;t~ WATER !J'J•JN LINE ViPJ1s;G !N$1AllE1:: QN THIS ?ROJiCT SHAU. BE :DENTIHED i:.I ACCORDANG~ wrn ! THE: [);STR!G rs REGULATICt!S ~.ND iMRlGAT!OO SPE::C~HCATIONS, All fAA.IN llNE PIPING A¾D CONTROL WIR£$ UNDER PAVING SHALl. BE !N311'l,j_ LED l;J SEPAAAiE .Sl~EVf::'.l. MAIN Ut-.t su::EvE SlZF S'-lJ!.LL 82 A Mil~iMUf.\ OF rw;cE (2XJ ·i H~ DIAMETER Of TKE PJPE TO SE :;;LJ;;2:V£:'.l. CONTROl.. WIRE SLSCVES $HAU 8E Of f;;UFFICIENT SIZE. F<"Jf~ THE AEQJIRED l'M,'lGER OFWIP£S UNDER PAVi1-!C. ?IPE SIZES SH.il.U~ C~".:NH..JRM TO TJ-lGSE SHOWN CN irlE Ot:.l.A.W1t~G$ NO $lJB$TITUTIC-NS o;: SM/>-.U £Fl PIPE SIZES SH,,.U. SE r'Ei4MlTlt:::), BUT SV8Sl ITUT10N$ o,: l.ARGEJl SIZE;:S M<\Y S.-": APPR1.:h'ED. Ali. D1WAGED Af.;D R~EGTED PiPE $Hf,!.!,, EE RE!f(?Vt'.O !='ROM THE SITE AT FINAL LOCAl\-.')N Of lHE ALnO\',A m;; CCNTf~lLER SHALL~ APPOOVED BY fME lft.1'[1)$.CAPE MCHffECT. i;;x: VAG E:"...EG ffllC!\L P()WER SGURCE AT CCNTflO\.LER LOCAY1CN SHALL OQ PROVIDED HY C-Nfm1 OR CEN£JV1.L CONTrl.i\CTOR Tl IE \RRIGJ1TiWN CCNTR,.-._CrcK SHALL :;.lti.l{E THE F!NAL COtJNECTION FR.OM THE E ... ECTRiCA;... SClJRCl': TC THE CONTHCJU.ER AU. C,(p.!NC:CTIO'.'-,.S SHAa._ BE P(::HCODE. <\Ll,:iPRi~lKLER HEAO'J SHALL ;3;;; SET PEnrT:J-lDICUi;\R TO FINISH c-r-v.or: !.lNLCS.$ OTHEP."#lSE SPEC!FJEO. TH2 lhHIGAT10N COCJTRACTOR SH.'\:..L FL:JSH MlC !'-L'J'J3T ;>.Ll. :5PRH~KL~R HEAOS Ar-:u V.t.Lv;;.s FOR OPTJMUM COVERAGE w;TH M:NIMAL OVERSPRAY ONTO WA!J(S, SH-lEET:>, W"ALlS, ie;:TC. THI$ $1--i,\LL !NCLUDS fl.EGULAT!NG Yl-'G: PRESSURE: Af E..Jt,C.~1 VN1._V£TO OE.ITM~; -;1-s~ CPT1MiJM of:i:>v-.m-:G PFiES-SUr.i.E: f-'.00 Et.CH SYSltJ,l THIS 02.SiOJ ,s CiAGRAMMJ\TIC. ALL P1PING, '}ALVE'S, ETC .. SHOWN wm-s:1N PAVED P,RE!\S !$ FOR DE1>1GN Cl..!l,R:F!CA>ID:-{ ONl'{ M-m $HALL Bl: 1NSTAU.ED IN Vi.ANTiNG AR.2.AS WHEREVER P0$$1/lLE. THE C-0.'ffAACTOA BK.'\LL LOCATE ALL V/1LVES !N SHSi.iB,N:tE,\$, V/ALLS, RE'TAINING WAU s. EfrRUCTU9'.::S ,\NC UTIUTII:S THC 1nrnGATIO~ CONTF<.ACTOR SH,\:...l REPAlf1 OR f-<.i:;PLACE At..L 1T!:'MS D.MAA.(Jrn DY !-{IS W0f'K. HE Sl--iALt COOR!JINATE ! ES \\'ORK WITii OlH[;R (;ONT!l:t\CTQ:-l:S ;::o;-:: TH£ l OCAl ION A'~O ;NST Al!..P.TION OF PIPE Sl.Cf:VFS Arltl LATESALS THHOUG'-i WAl.LZ, UND:CR ROADWAYS AND PA\'1NG, ETC. 00 ;-:or Wl[..L:"ULLY 1NST/\LL 1HE $?F\.N"(Li:;M SYS"fi::M AS SHOWN ON n-n; CRA'Nlt~GS WH:C:N IT :t;; CBVIOUS iN THE r,;•e:LD THAT UNKNO"NN ()8S''.l1\.JC flONS. GP.;\CE 01F"E!lENCES Oi-l Di Fr EHENCES !N T~E AREA [);!-1.ENSIONS £X!S1"Tll,".T MIGHT NOT HAVE£ [![!:::l'. C0~4SIO[:'.l\rn !ii T,-fr' ENGINEERING. SL'CH OSSTRUGl !ONS O~l 01.-:RE!;;l\•::;cs ~ihOULD BE BR(..".,JGHT TO THE ATTENTION OF TH£' cwr irn·s AGTHORIZED Gr:PRES[!-.ffATIVE. i'-J THE F-VENT THI$ NOTli"<CA\10,\1 iS l-iO'f P~RFOP.\1ED. THE:: ff>,RiGAT!ON CcNTRAc,oR SK4li j,:;Su,.1s: FUU. REF FR TO SPEClFICAT,O,"S FOR ADllITlONAL OETNLE!J NFOO'IA"O(il't .t.GV (ANT!-ORfa.lN VAlVESi UN!TS AS SHOW1\ !N THE DET,',.!i...S.AHE FOR. T'ff,!CAL :NSTALU,3lCN ONL,Y, i\1-iO N'-A'( NOT 8E REOt.'tREDCN .t,LL HEMS. Pfl:OR TO ltsSTALlATIOf-.i '!}IE CONTHACTCR SH,'\l.\.. \'E~.!FY V/TH THE ON,S!TE GR,\::".1!~:':i. ,r 'HGR.2 !$ AN ELE'JATiOM 01:::rrna.:cE 0.-' 24' Cij-""!, 'VORE: SE1Wt:!':t1 THE H!CHf.5 f kE.AD AND l.DNESYHl":i'..0 C•N A SY5l'EM. Tl-IE .'-\[IV$ $1-ll.U... SE lt,;STAUED PER TI-.E: 0ETAtL ~lO Hl:1-.DS t-t.:.ei.LL ORA.IN UPO."lc COMPLFf1GH. THE CONTF<M;TOR SHALL ;;D~1i::y TH:? !';1ATIC PRESS~IRE TO :}EA$ SiATEO ON TH:': SY3Tf,M ntoU!HEMENT$. SHQIJUJ THf $TA11C PRESSURE EXCEED 20%, SETTM.i M/..!:,Tt;R CON1P.0LrtEGULATlN13 VALVE AT 10'¼ HIGHER THAN THE STATED SYSTEM RE01..1if;f.MEN1S. SHOULD THE STATIC Pfli;SSURE 2-E LESS TI-JAN THE $TATf::O Ffl.ESSUP!;;, NO!li"'a' °11-lEAGCH!TEGrrw~\1E!JlATELY. CONTW~cmr!~HALL fllJN A l!YDBOSTAT,C PRE~~SUfi( TEST AT 150 PSI, FORj dOOR.S M:NIMUM. THE SYS\iM !S DESIGNED FOH °l'HE MlNl'-AUtA O?l:rl4.T!NG PRESSURi'.: ,~S S/.lOWN AT E~CH POINT OF GONN~C ilOf-l, THE f\-'.A,'((Mlll'A OEM.AN!) OF GAllO.~Js l"SR MiNUTF !5 M SPEC\F!EO. THE !!1.H.:GAilOO CONTP.ACTOA SHAU. VERl~".'f-:-HE AVA:LA.8.'..E \fJ.t•:n;_q PfHC$$l!;'.!S ON TH~ SiTE PR\0!1 TO TdF STAP.TOF :N$TALL!\1!0~. ALL LOW VOLTAGE WIRE FROM CO!'{fTI'Ji.\.EH TO V.l\t',/E'S 3HAU_ SE SC.'llD OCPPER. UF U14 DIRi:;CT C!JR.iA.L, T'l'?E. !..'.SE SLA(;K: !NSUiJ\ rm WIRE FOR CONTROLAMD WH!T2 FOR O)Y,M-ON. i~JSTALL!N A COr,~fv\ON TRENCH WITH PKESSURE MAINUf-JE PIPiNG '-,'/4ER2. F\.iSSIB.!J:: BUNDl.E ANO TAPE ·10 ""IF'E ,'I, T 1C FOOT li\llt.f-.r,iALl. NO SHARED COMMON \Mi=lES WilL BE Ai"LOWE:O. US!:. CPOXY TiPE CONNECi l"'ii-$, T;"l~ct.:.GHO!JT, F-GRM EXP ANS IC~~ CO:lS EVERY ('J~E I lllf'lDRf·J FES"t Cf W1RE: Rt.Jr-!, Ai"IJAT EACH CH.ANGE OF DlRECT!C>N .. PflOVlDS A 1iiN!MUM Of: ?.4" COV£;H G'/e~ ALL FP.[SS!JHE; t,.'!ftJ(>.ILiN!:: P!PE AND 13' M!N. COW:R OVER ALL NOi'J--.?P,ESSUAE LA!ERP-... UN£. ALL PIPE UNDER p;,1,·CJ AEEAS IS ·:-o B2 :~-iSTAl.lED IN PVC .'3C'1. <1() SLEEVE WITl-i ".!f.i• \ilr,t COVER $!.£F.VE l.OCAT!ONS TO 8fc A.5 SHOWN ON Pv\NS A\JD !NS '(AU.ED PER DETAIL. :N-Sl.OPE: AREAS. 11-lSTAI.L SCH':DULE ~l 31\l\/A:'IJIZED STEEL LINES O:i-GR/,DE WHERE GAil.fil r,~ 0,\1 DRAWINGS, SECUfi,J:;O TO Slt..PE FACE T!::t~ FF.8 0.J Cl2NT&1 WITH t;4 .( ::s' REBAR "J-00,A\" DR!\'EN lNTOSLQPE FACE SEWN Plt'E. AL\. QUICK C()t)Plt:R VAlVE::'.i ARE 10 CE iusrt..W:D IN SO~J300 e.:tY.J'N"C 00\fffi ~V.1i2NEVER POSS1/JLE AND WtT~hN 13'0F TI{;: HAA0:":/4"..APE AU. OOJCK (;OUPLF.A VALVE$ LO:-A7EO IN T'JF;,,;-~EA."! S..'-1.P.ll. BF. '.NSTAi.1..FD iH if' :'.!'A. G,:\EEI\/ !-'!AST1C VA!.V[ BOX. li'STA.J. ALL 1/N..VE OOXE:3 P~~-02TAl:.3, WiTK STP:f'iC,.._ NUMB,ER STENClLECC,N UO !:'!Yhl..l.O'A' U:.'TIEM. 2., i"llGH. CONTRACTOR $HALL TEST ALL PRCSSURE M/l..M Ut>ES l..lNOEl1 A STATIC i-'Mf:SSURG Of "150 P$i, AND PROVE WATEn-11<:iHT. CON !N,CTOR SHALL PROV,OE !\'E'Ci:'.SSARY R:)RCE ?UWP AND PRFSSU8E GAUGE$. MAlNl'A!N PRESSURE r0R A PERIOO Of" NOT lESS Ti-It'~ J HOVP.$, wrrn NOOHOP lN PR2Sf-URf: DURING THAT nME. ANY Ll::AKS FOUND .JUHINC TEST PERIOD SHP..LL-BE ~EPil-JRE:D rn- q,r:PU.CING(Jl"i T1GHTF.N!NG OITT:GTIVI:: C.ON~.lEC"l'J..-"):.I, \'e'lf'd NOCAULh'lNGOA PACKlNG TO GE !Jl..O'NED. All, THREADED P1PE COM'{i:CTIO:"'-JS M,'\DE TO SUP.,,'Qil'ff PVC PIPE J.HP-.U. BE >,a:ADE wm-1 A P\/C YHMEADEC'i COO?UN>'.i All. THREi<l'.lf.O AOAfITFl$ AND l,OiJPUl'lGS ii.A':c iU 8to 'DUH'A' 08'.EP SOCIQ: 1 lYPE. 1NST.A:...LAU .. SPRAY HEAD'S V/ITH NOZZLES Oi=Tl-!£ APPilOPf;!ATE DEGREE OF RAfl!US FOR THE Al--:EA TOBE C',OVER!:D, ~0-.lUST Al.!. ~OLZLES TO EUMIN~T!;; srRAYING WA.TE'i ON SU'LDINGS, HARiJSC.4.PE AND NON-1RRIGAlt:D AREAS. ADJUST Al L VALVES now CONTROLS TO PR0'/10:C OPT!MUM P[RrORfv~tl.Cf:c. (;ONTRAGYOH SHALLPtR!='ORM A covEr-v>GE TI:Sf l..'PON COMf-'LS:T!C."i, (."I Tri!;; PRE:~ENCE Of LNSPECTOR {:Olfl'AC'f THE DtSTRJCT rcJ·-JGi~lECRING OFFICE; iWO DAYS PFilCFI 10 "fME !RR!UATK)N S'r~TEL~ COVErlJ>,C.E TEST AT {714) 4W-'75WANO AR9.ANGE FOR A '!',1,!1..lKTHROUGH Of 1}1';; SYSTEM. CONmACTOR Sl-l/sli.. INSTALL ALL MATCP.lAl.$ TO C0~1?LY wrn1 All APPUCASi.E CODES A'.\C-ORDWANCE$, AS CALLED FOR IN 1.EC-£ND AND DF:Tl'llL DMWINGS-. CONTRACTOf1. B~ALL c:.!AMt~TEE THE ENT:FiE SP~'NK,_rn SYSTEM fOR A r1::r.uoo or. ONE YEAR A{,A:N:,r Ct':ffCT1Vi:i ['Jj\ 11:R!Ai.S ANO WORKMAf~~K,P. ,ANV REPAlRS MECESSMW OU.=l:'t':G THlS ilMf;:, IF DVE TO DEFECTIVE M.-'\11:R!Ai...,"'i 09 VJO:lKMANSH:P. SHALL SE 1\/AOE AirlOCOSTTUOWNER . C-ONTRAC,C.R SHALL DELIVER TOf"J'NNER.'$ REPH.ESENTATIVE UPCN to:vPLETICN €.XTP/, EQU!PM[Jf'" AS, FOU.OWS; 1, ONE LCX',K WIT:i TWO KEYS fOR{X)NTRCtilR ENCLCT;,UiiE, ::. THF!EE EACH GU!CK CCllJPL[qs wnv ATTACHEn HOSE GWIVE! . .-S. 3, mE OF E.ACri TYPE Of' SPR.:NlS::lfR USED(),.",) POOJ[CT, 'MTM Th'C OF EACH NOZZJ..E SllES /\ND f'MCS TO ITT E,-\CH SPR.INKLER USED, I 1, ii ii ,, 'I I I I ii I. ii i ! \ I ll I I, I l I l II CC-,JJ"!"RA.CTOR SHALL INSTALL PRESSURE MA.N LINE AND Q"lHER IHRIGAT!ON SYSTE __ ~_OO_'_'_lP_°'_'_""_"_··_'"_· ,_c_c_"_R_"_A~SC_E_w_·_,w_A_Ll._1m_,~'""~·-______ 11 RANC!--1 WATER D!STHICT REGUI.ATlONS, { SEE !>f'ECiAL N(fft:S CONGERNl~G riCN-~g;·nc WATER AF.F..AS }. ~ I ,I I .... / I . ' • • ' I -•. - -, ---· ' -----' ·---.. ·"···--· -··-.. J. ... : .. • -· -J ____ J ___ ....;·L. -· -~-:. :..:L:, .. :. . .,. 10+00 I • I I •. ~ . --.~ ·--• I ·--: .. k~t :i,5.73 ~-. 7500 ',[)" l ---1 _. --' ' _, __ ', ___ -: __ _:_ ___ -___ .. :..: _____ ,_, I \ 1 ' ', \, ' •. :::-. \ I 1+00 HORIZ • l •~40• VERT• 1 •,;g• CONTRACTOR SHALL USE BEVELED R.C.P. OR STANDARD R.C.P. WITH CONCRETE COLLARS PER OCEMA STD. PLAN 1317 PLAN HYDRAULIC DATA 1::LEMENT LINE QIOO D n So SI dn V• I I CFS IN.... FT/FT i::i/fT FT FPS ·-. 2 8 19.8 24 .013 _.005Q_ .1)07_7 2.00 6.3 3 B 19.8 24 013 .0050 .0077 2.00 6.3 4 B i7.? 24 .013 .0623 .0061 0.77 15.9 5 0 17.7 24 .013 .0100 __ ...,_0061 1.33 8.0 6 B 12.4 24 .013 .0313 .0030 0.67 11.2 7 8-2 2.1 24 .013 .0050 .0001 0.49 3.5 • - EXISTING OR BY OTHERS I DATA 0 DELTA/BEARING RADIUS LEN-/DIST. de Ve FT FPS 1.60 7.4 1.60 7.4 1.52 6.9 1.52 6.9 1.27 5.9 0.50 3.4 TANGENT INSTALL 18" RCP (D-LOAD PER PROFILE) INSTALL 24" RCP (D-LOAD PER PROFILE) CONSTRUCT TEMPORAR¥-.m:MINAGE INLET PER E,MA- STD. 1330 CONSTRUCT JUNCTION STRUCTURE TYPE l PER E.M.A. STD. 1310 -nEMOVE TEMPORAflttfu'rlNl\6E INLET(i:URB INLET TO BE CONSTRUCTED FER STRtt'f•iMffiO'fEME!ff f'LAM~. CONSTRUCT REINFORCED CONCRETE COLLAR PER E.M.A. STD. 1317 1 /2 0 Ill{. l 6 15789 Sheet 316A Of 31 2 on origins! drawlng \ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ENCROACHMENT PERMIT 90-14140-RE STORM DRAIW IMPROVEMENT PLANS ((,·cl.· FOR RIDGE ROAD @ N 49°O3'OO"\i 00,61 , _®:c,,--::::.--=~=~==~4 =5~0 ~o=o=· =o =o = .. =~~====4 5==· o=o===~====3=5=- = 3 = 4 = = = : = = = · = 1 = □=-=6=4=== 11 A ¾'.1,: /Job s11£;;. rs ,.. ~ "11 ?,0,.-9 3&>Blr =>I b& ,,;, fl O 4 o O 3 ' 0 0 "',/ -3--a--zft !!-==-~'4=~~~~="q,P"'R"i"iEP"A"'RE"1-p:.umNn>OE'liR~e5" .. -,,:;;---;,; ..,,,-=:;,,--:---r-;S;;:H;;:E,;:E~T ""i (FORMERLY SOUTH UPPER LOOP ROAD) LINE " B " 1-..::'7~-1--...:..:._::....:._::....:.._:_:_ __ -+--------1:---::-:---:::-=---j--------1i-:-M~A:'.'.R~K~D'.':AC'-.l=.E1,:;-;:c;;-;~DESS2C;;R~l Pc_l:.,lc,:D:::N_-;suPERV 1 SlON OF '.::c:~"-'=.-.1-;?~-;!;~~~'-I ~ fl 74"58'32"[ 30.77 REVISIONS CARLS.ROGERS c 3biA c::::?° DESIGNED D.J: SCALE J DATE Dl·JG. NO. 31 7 ® 42°53'46" 22.50' 16.85' 8.84' DRAWN N.G. CHECKED ✓.O. AS SHOWN ':J•2.tJ..:,q/ < o.c.E.M,A. TlTLE BLK-FOR STORM DRA1N -•toC0,23JfF1 3092 3401 11-J1Jl-B8 01 105 P.M / 3092-5402 s:: 1, • i I i ' i \ I I, \ I Jj Ii II I\ II I: i: I l I: I I I! Ii I: I\ ll I! ' Ii Ii 11, ll 11 Ii I! Ii I PLAN 1 "=40' 1/2 DATA Q DELTA/BEARING RADIUS LEN-/DIST. TANGENT 0 N 49°03•oo"w 30 •61 18,64 0 DIL 16 15789 1sheet -3.16 Of 317 ' 2 on or-lglnal dr""awlng ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TORM DRAIN IMPROVEMENT PLANS LINE "B" SHEET, 316 OF' 317 "' z -< "'-0 :,: (>:: 0 .... f/J 0 0. 10+00 Dt55PAT:eR 0/MENSIONS ii b 3'4/j/ L >---4 --1r----t C 4.5' w /,.5' 11+00 0 0 ® ® 0 ' © ' © ' DELTA/BEARING ' RADIUS 94° 36.' 33" 45.00 35°53'27" 59·5. 00 07°51 '34" 605,00 '' 25° 2.4 \ 00'1'1 45.ob N 08° 49' 34 "w ' •. N 72°44'33"E " \ ' PLAN LEN./DIST. TANGENT ' 0 DELTA/BEARING ·• . . •. ,74.31 48, 7:7 ', ',, 372,72 192.70 @ N 88"06'51"E •· . 82.99 41 . 56 ·,, ' ' ' ' ', 19.95 ' 1 0. 1 4 @ N .', ' 1 7 ,0 1 5 1:.2 7 "W ' ', 26. 1 3 ', 35.38 ' RADIUS I , . LEN./OIST. 52-07 ',, '· ,, ', ' 22:24 ' ', '•, -t,, "!-. -! • r L. ·t . : : . 1 f--" ' ' { 1- -➔ " -· ·-··• -·· ---· --~ ' .i - l .. INSTALL 18" RCP (D:1250) INSTALL. 24" RCP (D-LOAD PER PROFILE) INSTALL (EXTRA GOVER) 2q" RGP {D LOAD PER PROFILE) INSTALL (EXTRA CO~'ER) 30" RCP (D LOAB PER PROFILE) CONSTRUCT TEMPORAR',' DRAINAGE INLET PER E.M.A. STD. 1330 CONSTRUCT JIJP!CTION STRUCTURE TYPE STD. 1310 • CONSTRUCT CONCRETE SLOPE ANCHOR PER .O.G.E.M./l,. STD. 1333 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.EM.A. STD. 1317 PLACE RIP RAP PER EM.A. STD. 1009 CONSTRUCT E~~ERGY DISSIPATER PER DETAIL 64, SIIEET NO. REMOVE TEMPORARY DRAINAGE INLET (CURB INLET TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS.) 1 1 /2 0 2 o n cr-!glna draw Ing TANGENT ORAfi'GE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ' • .. STORM DRAIN IMPROVEMENT PLAN FOR ' v,·s-fq f,'i½t-e....:(( cl... SGWH UPPER---L6W7«tAO . STI\. !0+00,00- MARK DATE DESCRIPTION PREPARED UNDER , n /: _./ /~ F==="---'==c..c..c..c...c__,,,.;supERVlSJON OF f'lv'-{,,..,U, ,L~ ,;1!4 ., REVISIONS JAME A. DANE R.C,E. 26936 DESIGNED LD. SCALE DATE DWG. NO, AS SHOWN JuJJ'/,,1 'EB SHEET 317 OF 317 O,C,E,M,A, TITLE BLK. FOR STORM JRAlN -40,0,23l?F• 3092 / 3092-5402 1---so"'-,,.. ~ c.:,\,p~.ir ~111.# 7:,,. , J)f, 0 • ::, • "' r--t:.11/Yf JJR IMPORT[{) BACKFILL AT CONTRACTOR'S (!7Tl(lN TO fJ£ BROUGHT 1/P IN LIFTS AND COMPACT[[) ---, 4• /JIN,-••• 8" & 10• PIP[ fi'/Jlfi. -12• PIP[ & LARG[R CASE i . TW'lcAl NORMAL BEDDING CASE 2 OVERWIDTH BEDD/filG NOrES• I. TRENCH rt/OT/I AT Tl/[ UPP[f/ LIMIT or Tl/[ PIP[ ZON[ SHALL BE WITHIN TH[ FOLLOWING ll/JITS ro;:; TYPICAL NOi/MAL B[f}{}ING. PIP[ lONf S[[ CA5[5 I & ?-- VA!l/£5 1 (Al IM,}(/IJ/A( T/l[NCH W!OTH-0.D. PIP[ OR BELL PL/JS 16"/8" MAX. EACH SID[ or Plf'f!. /SJ Afl,,IIJl/.\1 TRENCH WIIJTH-0. D. PIP[ OR BELL PLUS 12"/6" MIN. [ACH 510[ OF P/1'{/. 2. OV£M71Dm B[[)[)!NG SHALL 8[ US[D WH[R[ TH[ matCH WI/JR/ AT TH[ UPPER LIMIT or Tl/[ ·~ CAS[ 4 6" :;;1~:~-f PIP[ l0.V£ [XC[ff)S TH[ MAXIMUM WIDTH SP[C/Fl[D ABOV[. • CONCRETE [NCAS[MENT J. O'IU/rt/OTH B[{){)/NG-IJAX!MIJM ro Bf D[T[RMIN[O IN Fl[LD BY TH[ DISTRICT 11/SPlC /OR ON TH£ BASIS OF OVfRWIDTli EXCAVATED. 4, IF IMTABI.£ SOIL IS [NCOUNITR[D, TH[ D1Sm1cr INSPECTOR MAY [L[CT TO R[QU!R[ : CLASS J Of/ CLASS J/ TR[NCH CONDITIONS IN AR[A5 or D[EP UN5TABL[ 501($. 0!5TRICT INSl'l:CTOR TO fl[T[RJJJN[ DEPTH OF .ll[MOVAL AND Sil[ or FOUNOA TION ROCK. 5. ron· INCLUSION OF Dlfl[CT BURIAL CABL[S IN DOMESTIC WATER TRANSMISSION I.IA/ft TRfll'CH[S, RfFfR TO TYPICAL PIP[L/NE S[Cf/ON ON DRAWING SH[[T WJ2A. PIPE BEDDING Alv'D ENCAS[Atf[NT DETAILS(!) !,,. LIFTS TO BE A MAXIMUM OF 6" IN UNCOMFACTED Tli/CKNESS. A. C. PAVEMENT (FOR FINISH GRAD£ 5££ ROAD IMPROV[WNT OIWS.; ~ I ~- St 24' DIA. FOR Jf/T 26" DIA. FOR 4 TT w ·I VALV[ BOX R[CLAIMED WA7ffl BROOKS 4TT H&C 4TT J&R 4-T- DOMESTIC WAT[f/ BROOKS JRT H&C 10" JSR 3-Ri, ~ IRON COVER WI TH WORD "WAT[R' CAST THEREON FOIi DOMESTIC WAflR UN[S OR "If/RIG. "FOR REC! .MM£0 WA T[R L/N[S. BACKFILL AROUND VALV[ PER DETAIL I ANO S£CTfON 0222] WA T[R OR RECLAIMED WATEi'? MAIN VALV[ W[LL- VALVE IGAT[. VAL V[ SHOWN! CLASS J CONCR[TF ~ ANCHOR BLOC!(-•-..~..--. ---1 V \.'. i 7 "4 STEEL RDNFORCING BARS COA T[O WIT!/ I l ' I I' l ·. ' • (1 " I " I ~ I ' VALVE Sil£ 6' OR SMALL FR 8'----10··-----12··----1{/----z.o''----- MINN. MINING & MANUFACTURING [C-244, XOPPERS CO. BiTUMAST/C NO. 505 OR APPf/OV£0 EQUAL • ONLY TO £XPOS£D PART OF R[INFORC!!IG BARS . ' :.J '---------__ ,____ TRENCH WIDTH PLUS 2x PIP[ DIA. • ' DIMENSION L ..JL 12" 12" 13" 14" 14' 16' 14" 18" ,! ~4~ :l-Oer t,,,; ,, z. "I 30 VAL VE AND VALVE.BOX INSTALLATION GA T[ VAL V[S & 9/JTFERFL Y ~1.L ~lfS 7 _/ '-"'°~[RA! 01? ( 1-5[£ NOTE TYPICAL BUTl[RrL Y VAL V[ OP[RA (OR POSI [ION NOT[5: I. VALV[S SHALL 8£ ISO PSI MIN. WORKING p,q[SSUR[ EXC[PT WH[R[ 200 PSI (MIN. WORKING PR[SSUR[) 15 51-/0W.V ON TH[ DRAWlfl(.;S. 2. PROVIDE VALVE SIEM fX{[NSION /( D[PTH TO VAL 11: NUT [ XC££DS 4 F[[T. S[[ D[ l A IL 4. J. Bun . ' fRA TORS SHALL 8[ L r TH[ LEFT-HAND SID£ TH[ {El OR 4. WHERE CONCRETE Cl/055 GUTrrRS WILL [XIST AT S'TR[[T INTfRS£CTIONS WHICII Will INT[RF[R[ WITH VALV£ BOX[S, TH[ PIP[l/N[ SHn!L 8[ MOV[D TO A POS/rlON OF 7 F[ET OFF THE CURR FACE TO CLEAR CROSS CUTTER. 5. VAL ~S TO 8£ LOCAl[D ADJACENT TO FITTINGS WH[R£V£R POSS/Bl[ USING FLG, :r RF VAL V[S. €. VALV[S BOLTED TO FITTINGS WILL NOT REQUIRE 11NCHOR BLOCKS. 1/Eflr. X:-::;;--,4i.i(Y1t--BFAfllNG u--SWACf TYPICAL PROFIL£ TYPICAL BEARING SURF AC£ PIP[ Sil[ 4• 6' 8' II)" 12' CROSS FUlN > ~ ,.., ' ~~ ,I. '@l~ r ·" ., ' ' •• . .. ' l ' ....(\.....J,_;;:j "' •4 ;,,ij§:Y S!CT!ON - .R£DUCE:R ,! ElEVArlON 1· ,51} ·1 ~ 8 7F£ £ND CAP A'tJT,St I, Tff);IJST BLOCK £!£Af/lf.'G AREA BAfllJ 0111 ALL0!7AIJJI SOil BEARING VALi/£ OF' 1500 psf l'RfSSIJlif'.AKIJ Z!!!ii'j!!? Lit:[ PFilSS/Ji/£ wrm J'-(}" COl'l:R UINIMWJ. • • FOR BWING " /000 psi, I. 5 z AIIEA SHO:';;t FIR 8[/il/lNG = 500 psf, J. 0 x Afl£A 5H(J:'J/'I MINIMUM 5/l[ OF THRUST BLOrK B[ARINC SURFAC[ . ~ , - SECTION VERTICAL BEND 2. Ail THRUST BLOCKS SHAU 8£ Cl.ASS J CO/\'CRF:Tr AM) PLAC[[} AGAINST UNOISTIJRBE{} SOIL. ni a B[f,f} 2:N. 2 HOllll. VCIIT. HOR/l. r-6" o•-9• /'-Ii" 2•-5· i;-0" ?·•· J'-(J"' /'-/;' J•-atl 1• ... 9• 1•-9s J'-!J" 4•-J"' ?-.r 4'-J" 8£151 45• B£MJ 90° B[f.11) l/£RT~ 110!/ll. vmr. HOR/l. vrRr. o--9" !'-6" 1·-0· z-:r r-1· l'-(f' ]'-(i" l'·fi" 4"-6'" 2•-3• /'·Ii': 4•-:r ?-J• S'-6"' 1"-()' i '-9° 5'-0., 2• ... 9• 7'-0" ]'-6" 2·-:r 5'-6" J'-6" e:-1· ,I'-()" T[[S & CR055£S 1-10/lll. VERT. l'-6" /'-0" 4•-0· 2'-0"' :i'-0" 2'~6" 5'-5" )'-.}" r-o· J'-6"' BL/NO FLANGE HORI!. VERT. J'-6" l'-6" 2·-0· 2·-0· 4'q6" !'·€" 4'-6" 2"-6" 5'-1" 1·-0· J. RfllffOflC!NG 5Tl1:L SHAlL. CONFORI.J TO ASTU A /5 AND AJIJS !Nlff/11.fDIATE GRAD£ .• 4. CONCRm SHALL NOT [XTEMJ ONTO FLANGE or: A[}.J()/Nlh'G PIP£. 5. rmusr BLOCKS SHALL 8£ CO,VSm/JC'f[J) ON CROSS!:S 1'11114 LATf!/Al snmours AND ON PIP€ £NOS [XCEPT WHE:11£ l'.'fl.l!f[), fl ANG£[}, OR R[STRA IN[{) .JO!Nl'S All£ SHO:)l'J. 6. FllU) WEJ.J)f{} OR flfSTRAIN[{) PIP[ .J{)!NT'S .ll'Ar 8£ ca.vsmucllJJ IN U[!J OF THRUST ®KS FOR 4-INCH Ta 12-INCH PIP[ P[R CE:,., AMJ > ~ ~-1. fO.? 16-INCH rD 24-INCH PIPf'FITT/NGS OR ANGU:: THRUST BLOCK DETAILS POINTS. DO NOT CONSTRUCT THFIIJST BLOCKS. C(l'ISTf/lJCT Fl[U} WElDElJ DR fl[STRAINEIJ .JOt,WS PfR ® ,ANO@ 8. WHERE UNDISTURBED EARTH IS NOT AVAILABLE USE APPROVED BACKFILL COMPACTED TO 90%.' MTS --CAP SCREW ...--A. W. W. A. 2' SQUAR[ OPERA TING NUT "rWELD ,; 6-} 'DIA. iJ• SPAC[R PLAT[ 12' BELOW TOP OF OPERA TING NUT ~---if' SOLID, ROLL OR SOUAR[ ST.. CK ( PINN[D COUPLERS AR[ UNAC PJ"ABLEl SPACER PLAT[ PLAN I' DIA. NOT[S: I. PRO}f. '£ VAL VE STEM [XTFNSION WHEN DEPTH TO OPERA TING N f EXCEEDS 48' !FABRICATE [XT[NSION TO FIELD , EASUREMENT -SE£ NOT£ 2. J NO VAL VE STEM EXTENSION SHALL 8[ l[SS T/fAN 2 FEET IN LDVG TERM/NAT[ [XT[NSION 24 • TO 36" FROM FINISHED GRADE. J. PROV!{)[ ADDITIONAL SPACER. PLAT[ WHEN DISTANCE TO BOTTOM SOCK[T EXCEEDS 5 FEET. • ·' ·VALVE STEM EXTENSION "DR.16 J5789 Snaet 317:Si•Of 317 r 317A OF 317 L SIDEWALK .OR FINISH GRAD£ PAVfM[NT PAVED AR[A 8' COMPANION fl.AMC£ 'llirH 2-j • TAP FOR FIR£ HtJS[ CONN. AND 2 \" THREADED PLUG. 18':r!B" PR[CAST CONCR[T[ BOX W/ TRAFFIC TYP[ COVER, WALL THICKNESS 5'MIN '¼1/ ¼ @vALVfBOX---i 5'-0" MIN MIN MAIN r I cu. rr. I• P[A GRA V[l ' ./ OR CR/JSH[O :... ROCK :·f:::: .... ::• lfV[L OR SLOPfD DOWNWARDS - 8" PIP£ B'x6" FLANG{D T[[ BLIND FLANGE LOCATE PRECAST CONCRETE BOX 2' FROM PROPE.ilTY LINE UNLESS OTHERWISE NOT[S: I. DIRECTED BY THE DISTRICT. I I 2. PIPING AND GATE VAI.V[ SHALL Bf 150 PSI MIN. WORKING PR[55UR[ [XC[PT WH[R[ 200 PSI /MIN. WORKING P.RESSUR[l IS SHOWN ON TH[ ORA WINGS. BLOW-OFF@) LENGTH or PIP[ (FT. i ON EACH SID[ OF ANGLE POINT OR FITTING fAS W[LL AS TH[ FITTING ITS[lf/ TO B£ Fl[LD WELDED Oil R[STFIAIN[D PIP£ PIP[ MA i[R!AL/DEFL[CT!ON ANGL[S LOCATION Sil£ STEEL I D. !. P. (J) ' (!NJ ~90° 45° 224 ° 11j(J 9o 0 12l 2 ., J. 0 45° I/ 1,, ';, GENERAL 4 42 /J 4 I /168 50 JJ 4 G[N[RAL 6 65 19 5 2 1259 i 76 20 5 G[.IV[RAL 8 87 • 26 7 2 '346 1102 27 1 G[N£R,4l !(} 109 I J2 9 J 434 128 JJ 9 GENERA! 12 !JO 18 !O I J 5f9 !SJ 40 fO G[NtHA/. 16 I 11 50 /J ! 4 68? ?()0 52 14 GENERAL 20 210 , 62 I 16 5 838 246 64 17 GENERAL 24 247 7] 19 5 985 289 75 20 1oxr;CJ GENERAL R(OUCD 70 278 u;xe@ . GENERAL 128 512 R£0UC£R GENERAL 24X2'§ 76 I JOI RlDUCfR GENERAL 24JtP. 219 876 I REDUCf/ ,_ I I (D VALUES SHOWN AR[ FOR DIP WH[R[ CLASS 150 PIPING IS SP£CIF/£lJ FQR TH£ ST[[L PIP[ OPTION. FOR CLASS 200 PIPING, MUL T!PL. r THESE VALUES BY I. 25. • ~ Tn:S & BLIND FLANGES SAM[ AS 90 £US. 12) PIP[ LENGTHS FOR LARGER LIJ,,/£ ONLY -SMALLER LIN[ 00£5 NOT R£0UIR£ RESTRAINING. , ® WHERE LA T[RAL PIP[S ARE NOT LONG [NOIJGH AS R[OU!R[D BY mis TABLE, 5[[ GENERAL NOT[S. PIPE THRUST RESTRAINT SCHEDULE WITH FIELD WELDED OR R[STRA!N[D JOINTS I No. DATE REVISIONS APPROVED li-'-'-..,,...---~--------'-;.;;;;.;...:..;:;=.;,.;.;;;. _________ ;..;.;...c..;...;.:c.c.;:;.;;;--11 DESIGIVEO, li---+----+----·-----------------1-----~I ORAWN: THE KEITH COrvfPANIES SP/RALLY WOUND • REINFORCING W!R[ CEMENT MORTAR LINING AS REOUIRED CEMENT MORTAR POURED IN FIELD •~ .. CEMENT MORTAR COATING '=:CE,.-NT MORTAR PLACED IN FIElO PIPE INSIDE DIAldlTEif '---CLEARANCE BEnYEEN BELL AND SPIGOT ON DIAM[TER . 062". MIN. , . 125" MAX. NOT[: ~ELD STEEL PIPE IN ACCORDANCE ~ITH GENERAL NOTES FOR DISTANCE ON EACH SIDE OF FITTINGS OR ANGLE POINT PER® LAPW[LD STEEL WA T[R PIP[ --~ ASSEMBLED JOINT SECTION ·~ N, T.S. SIDEWALK -NOTES: l. FOR APPROVED TYPES OF FIRE HYDRANTS SEE SPECIFICATIONS SECTION 15139. '2. HYDRANTS TO BE PAINTED ACCORDING TO PAINT SPECIFICATION SECT~QN 09900, 3. PROVIDE 'BREAK-AWAY' 80LTS AT HYDRANT FLANGE. 4. ROTATE HYDRANT 45° WHEN ADJACENT TO POWER POLE OR STRUT LIGHT PO.LE. HYDRANT LOCATION PLANS l '"'"™1 l FACE OF CUR SIDEWALK , / 6' WIDE OR LESS 11:!" I , •,: .•• •' ' '• CASE I SIDEWALK ADJACENT TO CURB 3'OR WIDER PARKWAY --·-, Ci\SE 3 SIDEWALK NeT ADJACENT TO GllRB FIRE HYDRANT ASSEMBLY ED ~ PUNNlJII(; ~ ~1l,!jJ.'Z:fRJW • Af;f;lllTscrwtl ~ ,UJIDSr:'APZ J.J:t:J'11TJX:rtJ'M ~ UNJJ smwrrtNO • (;(;NS'l'P.!J~fl(},'f JllliACEMENT 2995 REDHILL AVE £'affa H~;ffl.,. CA 92628(714)5-IO-OBM I t I -THERM/TE W{1D WITH Dl[L[CTRIC COATING P[fl ® (rt'P!CAU 5££ NOTE NOT[: ALL GASK[T[D JOINTS IN PIP[ r!TTINGS, VALVES ANO COUPLINGS SHAU BE DOND[D. VALVE JOINT BONDING ASSEMBLED ,JOINT SECTION N, T. S. THERI.IITE WELD CAP. TYP. THERMITE WELD WIRE Q CONNECTION, rrP. ~ I l I ' cCb I . •2 AWG JOINT BONDING WIR[. 5[[ SPEC'S. FOR NUMBER or WIRES PER JOINT. NOT[: ALL DIP JOINfS SHALL 8£ 80ND[D [XC[PT WH[R[ INSULATING JOINTS OR FLANG[D JOINTS AR[ SPEC /F![O, D. I. P. JOI/VT BONDING ASS[MBl[D JOINT SECTION N. T. S. BEU FND TOP VIEW ,..+-+ FIELD SPRING LIN£ SP/RALL r WOUND RDNFORCING WIRE--~ PIPE INSIDE /JIAMETER CENTRIFUGAi CONCRETE UN ING ---1 CEMENT MORTAR PlAC[fJ IN FIELD ---' F/[lf} FOP ' \ JUMPER RO() 5£[ DETAIL AT RIGHT --·-·. ·-·-·➔·-· y r1ELD ro- SPlGOT SECTION A-A LCl[ARANC[ B[TW[[N B[LL AN!) SPIGOT ON OIAMlltR • 020' MIN., , 064' MAX. '-----RIJBBER GASKET NOTE: JUMPER RO!J DETAIL STEEL PIPE.-JOINT BONDING All STEEL !YATER PIP[ JOINTS SHALi BE 80N[J£{) EXCEPT WHERE JOINTS AR£ FIELO Wf:LDED, Of/ WHERE INSVU', TING JOINTS OR FLANGED JOINTS AR[ 5.PECIF/£0. A55[MBl[O JOINT SECTION N.i.5. vl·s.fot Ki d7 e. ~ d.. DR. 16 15789 Sheet 31'/B Of 31.) l . ' SOUTH UPPER---·l:80P • ROAD I I SHEET \ 317B OF 317 2 ? W! i §~ {1 ..... LS. r- 0 9 1 r; ~ (} l;t ~., ,-----------------------------, NOTES• I, IRR!GATl□N CONTROLLER TD BE INSTALLED llY lRR!G CONTRACTOR AND CONNECTED BY ELEC CONTRACTOR 2, C□NGRETEV PAD TO llE INSTALLED BY IRRIGA Tl□N C□NTRACT□R. eLEC 'CONTRACTOR T□ COORDINATE ROUGH IN REQUIREMENTS. 3. REFER TO SINGLE LINE DIAGRAM FDR SPEClflC DETAILS AND PRODUCT SPEC!f!CAT!ONS 4. TOGGLE S\./lTCH DISCONNECT IS TO BE INSTALLED IN A SINGLE GANG B□X \./ITH A STAINLESS STEEL COVER PLATE. fACE T□ BE MARKED 'D!SCDNNE:CT' JN PERMANENT ENGRAVED LETTERS. !i EXACT l□CAT!ONS FOR lRRIGATJ□N PEDESTALS IS T□ BE COORDINATED WITH IRRIGATION CONTRACTOR. L□CATl□N$ SHD\./N ON THESE PLANS ARE NOT EXACT, PRIMARY C□ijDUCT□RS/ ~CONDUIT FOR GUNTROLL;:R "-BRANCtl CIRCUlT ~ A-INSTALL 2'CJJ, S\,'E£P BEYOND ra□TlNG FOR ~ • ' :. • • • CONTROL WIRES SYMBOL ~ANUFACTURER'S PA~I NUMB[R PB (2) USP-MD60-ll2TCB-FUSE BUSS JJN-J20/240VAC 1PH-3w-60 AMP-STAINLESS STEEL FABRICATED SLEEVE UGPS TO UGPS ~" ,,. c. □, ALL PRODUCTS LISTED ARE• PAC!flC UTILITIES PRODUCTS !621 DRI\NGETH□RPE VAY ANAHEIM, CA 92801 (714) 871-7877 FAX (714) 871-7937 (1i~T1 HOUR MDER) MAIN il!SCONNECT BUSS # JJN F l!SES 60 AMP TO sec SERVICE PO!NT ELECTRICAL SERVICE PEDESTAL EQtJlP, DCStGNAT!□N -PB 1201240V I PfjASE. 3 VlRE MIN J0,000 AlC Pl'TlNG ND<A 3R ENCUJSLl~E NDTES1 l. CONTRACTOR T□ C□□RD!NATE CABLES fR□M LANDING LUGS TD LANDING LUGS \/ITH SCE AND PR□VlDE FDR ALL UTILITY REQUIREMENTS. 2, METER PEDESTALS ARE TD llE FABRICATED V!TH SLEEVE BE1 VEEN PULL SECTl□NS. 3. CONCRETE PAD BY OTHERS. COORDINATE FINAL REQUIREMENTS POR CUTOUTS AND D!MENS!□NS BEFORE PAD !NSTALLAT!DN. 0 0 PEDESTAL@ PRIMARY CABLES TO BE 3#4 THw' CU -600V CABLES / / U6 CU GND BOND SCE 2' C,□, ---' ~----< GROUND R□D PER 250-83(C> NEC FINISHED GRADE ~ \ M!NUAUM BURIAL DEPTH PCR 1979 NEG llRANCf/ C[RCU(TS I : 1□ !R~!GATl□N --c--<> Q ---'---?(D[STl\lS MANiAIN Af LEAST 12' SEPERATJ[JN B(T\,/ECN BRANCH C(RCUIT />ND SCE HIGtl 1, □l 1 A(£, _, __ HIGH VIJL.i AGE FE.EDER, >---+-t>Q PRIMARY I \ / STA 10+00 STA 2.0+00 , , LDN\r INCORPORATED _ • B..£CTR1CAL ENCfNErRS & i j LlGHllNG DESIGNERS STA 30+00 l)R,16 15789 Sheet El Of 4, . ELECTRICAL r!JR TRR1GATT!JN SOUTH UPPtR-L□□P ROAD I . 0 0 ' (0 + (0 0 STA 22+95 L IRRIG. SERVICE PEDE5 TAL @I \ \. I I I I ' • _'"",!, ~ • .. ,k r-.· . '-~ ,_,, ' ;:,~c.··,·.•c ,,.• .. .- DR, 16 15739 Sheet },"' ~< Of 4· ! .. I i !j l I ,, I PREPARED RY STA.lU+OU.00 .. 29+92.69 PREPARED UNDER SU?ERV!SlON OF ... 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