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Home My WebLink AboutR_5724_X:w' " ' --. ;· T -I ' . .J i ' I r I ,/ ~~ j . ' ." ..... ,.,~, I l VICINITY MAP '\_ I ,•_' T . -,--' I --i- EL CAPITAN DRIVE "' ·,- ;r: ' • ' SPYGLASS HILL ROAD/ LCJC/\TION MAP ' ~ . --'~ LJ>,;" ;J"-'AI''-l UNl 'C' LAEKA'. S ''.'· J'-'C -2' ' ,: 1··.• .. -' < ·1,' !/ ' -~--- ; .', / --,_ ---::r_K:, Lf<'\lN _IrJ[ 'i.:' '.{c'f:..C::'\\ "::i-,' ------'-~.JP\ '!Rr,;~; ;_:'<L 'L' ',\-;~·:,:,\'. •• 'F-.·'-·'l:--1,' S:ff ::;,r:-. 2(5-217 '~ST ~f.:~1 fl>-1iN Ll"J[ 'fl' LA1Lf.<.'.\l 'A-1' '::[[ 2G·; ORANGE ENVIRONME T L M COU TY NAGEMENT SANTA l\1~,I\, CALIFORNIA E. SCHNEIDER, DIRECTOR OF J UI IL FROM SPYGLASS HILL TO PELICAN ASSESSMENT I STRICT NO, PROJECT ADDRESS: PEI.IC.AN H f'' i t ' ., - I - ROAD EMA TRAFFIC ENGINEERING PALEONTOLOGIST: DR. JOHN COOPER 16737 r-R/l,NCIS DRIVE CHINO,CJ\. 91709 (714) 773-2662 FUNDED BY: iRVINE RANCH WATER DISTRICT APPROVAi. or SEWER FACILITIES APPROVED ORANGE COUNTY _•;,..rt: ilP?R,'.Jv:::., :3y: . --. . , ..... ., SUPF :,v .'.---Ti'. F:'· REV,t_v,'E_:~, :l'Y: - . -.. -----.. ---------·- -·-·-- IRVINE RANCH WATER DISTRICT '·-- APPROVAL OF WATER FACIUTIES -·-·----------·-c-·----· '.)A'[ A.F'\ 'RC\'Ei") ~Y. -------------- SU?t fN'.SF'J !:.TT: -. ---. .. . . k EV' FY.. \::: ~; FY. ,,. --------. -------F'.Rt. r,',ARSHA '.~AT:_: ARCHAEOLOGIST: THE KEITH COMPANIES ~AICHAEL E. MACKO 200 BAKER STREET COSTA MESA, CA 92626 (714) :::>40-0800 DEVELOPER/OWNER: FIRE BASIS OF TOPO: FLOWN BY: R.J. LUNG DATE 6/14/86 SPYGLASS HILLS RD. TO EL CAPITAN DR. FLOWN BY: AIRBORNE D1\TE: 2/03/88 EL CAPITAN DR TO PELICAN HILLS RD. GEOTECHNICAL CONSULTANT: LEIGHTON & ASSOCIATES, INC. 3050 S/"'NTA (71 4) DAl~ALER, ANA, C.A a SLJITE 92705 250-7115 Etv1A PUBLIC VVORKS AGE HILL ROAD 1 WATER ?80 261 T\fl [= SHLET TiPl2/\.\_ SECT\ON';)_ CONSTCWCT10N r;;oTFS ?83 284 265 ,_,, ', '·I•. ,c •• , ' ., •• I I ,1 , I ": • 136 ,CY.)00 TO 147-+00.00 \4 /-i 00 00 TO I::;:;; ~49.07 I J5 t00.00 TO i?:; ··I CX::J.00 175---a<XJ.OO TO i66--t00L\'.; IB6-+CXi.CX) :-o 19/+:::Y.)JJO i974 OD.CXJ 10 205-tOO.OC DE\IIATION FROM O.C.E.M.A. STANDARDS: 1.) MAXIMUM CENTERLINE GRADE IS 8.00% 2.) FULL LANDSCAPING WILL BE PROVIDED IN THE MEDIANS WITH NO rlARDSCAPE. UTILITY PHONE NO. PREPARED BY: • PLAS/./!NC Tl~E COUNTY OF ORANGE APPROVED FOR CONTRACT ADMINISTRATION: 'I'll l~ • CIVIL KNCJN.EERJNi; 88-1 CIVIC CENTER I\NA, Cl\. 834-6200 '1 0 SANTA (714) PLAZA 92701 " ·~ •• J:~l -::::r:>R :_)r Pl_'t·n-,c: :.:-.~::,;"':= l<J,'J'T'1[ ., .. -1 11 • ARl'JfZT},:cruNE • LANDSCAPJ:.' AR/.'HPTZ?CT'vf-/E • LAXJ) SURV!:Y-!NC • c,.1N.::.,'1Rt-rrro ~· J.IANAGfi:MXl'l'f' CA 9262G(714}:,4n~oaoo INDEX OF SHEETS SHEET DESCR!PTION GRADING PLAN$ STORM DR/I.IN PLl\l::)S :$AN JOAQUlN_..l:!L' LS ROAD 22;_: l..10fr_ ~ STREET .IMPROVEMENT PLANS STRIPII\IG PLANS LJC .IBRIGATIOr, PL..6.ti.S STREEf !MPRQ\LEMENT. CROSS-SECnur:,' ,-..__,. :·~'-All_~: T\:,,!",A1!( 'J ~--···-----·_;cJ~~:~· ... Hii~~--: i\T~~~ l ._,,. :-_ -,i :::··'9 ?O .. '..H~.'KJ :?,-/5.14 / BENCH MARK: BASIS OF BEARING: T.t:u,;: (T'.',~lJ<'..i':E ,:,:[~'\,:CC -i'.'ii', \\'[u_ '.C('.~,l\.Jlyli:: -,; r:"·'..'•R :=;p·•'G, ,\S'.:;: 'llL .. •~:-,,/"''") N, s_:.,J~ L<:.c/,l'.1~1 r-',L__,_·~ iH_',;si '.:7A. 12-:--'+5,!.7:', :;.t..L r·r_p','.,\ (..(_,:_r::r·:J.,:c -·r''_~-,-U--! :·-,~:"-fr __ >.L ,Jr,!": ~~t_W.iu·.·; -;, C.~. \i' -::)'_;\!-<.:,: ;: ;1.~J;_; ·--· __ , __ . f-· f-------,----- __ .. __ f------ No.±-r BY >-·--...: c....~1--- 'N.O. NO ... DWG. NO .. I x=-·- ·-· , __ .. --------~- _., :>~-~cu:;,:,..:-1 1-w_: t:l'.: 11'-/~ ~-J,f'' ·; cc~;'w ' l I ·-· +-. =-·-t-- l ! i -----' -··-· -··---··-·1··-·· ---~ ------------· ---- , ___ ,,_, ··---· -----·--- ----~APP' Q}DAR DESCRIPTION c:· 11· -1'. , ------ REVISIONS ~truJ19S9 ';·Q "1' L .. I l ! ' / I I I R/W 77' lXIS Ti'lG ~ASlC EAS~ \A~,~; B\:; 1,VVET_N YG _ _n __ r, . ,. RD. & EL CAPTAN ----"------ C 60' 6G' 2' - 49' i : _-___________ , _____ _ SAN JOAQUIN HILLS ROAD N.T.S. STA. 128+06.39 TO 129+51.39 • STA. 129+51.39 TO 130+53.65 STA. 172+03.00 TO 173+92.52 STA. 194+95.93 TO 196+45.86 • STA. 196+45.86 TO 197+47.86 • MEDIAN VARIES 60' "5' T 35' ✓ARIE"' ---..,... ----,.. - -. ----------+--___ :' 1 · 7_' i24ri', 1 \ • STA.140+5QOO TO \ ,.(2~5) __ l~;-i) \ (;-~;, ,--'-, \;-10,_✓ / i;;·;.,, \, _':Y "--EXIST, SLOPE 5 TA. i'56,.,0000 '-..__/ • ....___ •• ·-~<'.. 1 '(_·~~} -..,_,.. ,, ·-,-• RETWEEN: R/W R/W 9' ------+---,-. . SAN JOAQUIN HILLS ROAD STA. 130+53.65 TO STA.174+97.97 TO STA. 197+47.86 TO N.T.S. 163+16.61 191 +48.60 199+85,29 'i -------+----. - ·--------___ ,,,,,_ SAN JOAQUIN HILLS ROAD N.T.S. STA. 130+25.00 TO STA. 130.,..75.00 STA. 140~00.00 TO STA. 152+50.C>O -I • STA. 168+16.61 169+21.91 191+48.60 TO TO 169+21.91 171+13.00 STA 192+50.18 TO 193+99.18 STA. • MEDIAN VARIES • STA. TO 192+50. 18 ------- : 2' ------------------7 ~-- / '"• ,;,y -. .,__ ___ .· -_-, __ . --···'---•• SAN JOAQUIN HILLS ROAD N.T.S. STA. 194+00.68 TO 194+94.43 STA. 171 + 15 .00 TO 172 +01. 00 _____ ,, YAR/£,;,. __ (; ; ----- SAN JOAQUIN HILLS ROAD N.T.S. •• STA. 199+85.29 TO 202+61.03 •• R/W VARIES •• CURB VARIES R_.1-N 1--'- R/W SAN JOAQUIN HILLS ROAD N.T.S. * STA. 203+61.03 TO 204+91.00 (iO' • MEDIAN VARIES R/W )' g· 1 ... • .. I-9' I s I --------~ Hi' T . -.....,, __ -- i:_-XISTiNG Pt\:)FO ~ ASl::)AG, T O!JN!::;C N ::-;PYGl..ASS h.1.1 c.:r; & :.:L CAPl!NI --. ---------' l l..J_ , • ~~111,f"""r]-l I,...::::[ I:,. -, I 1-:::1 ! /-I ::;;··, - I SAN JOAQUIN HILLS ROAD g· ---·-----+---------- N.T.S. TYPICAL UNDERCUT SECTION STA 128+06.37 TO 205+18.00 R/W G 60' SAN JOAQUIN HILLS ROAD N.T.S. TYPICAL UTILITIES WATER IMPROVEMENTS (CONT.) e 16" MJ 45• BEND W /RETAINER GLANDS 8 CONCRETE THRUST BLOCK 8 REMOVE EXIST. CAP AND JOIN EXIST. 10" WATER LINE s 16"' Cl 52 D.I.P. IN 8 MIL P.E. ENCASEMENT, TYTON JOINT OR EQUAL. 1eJ 12'" FE X RT ADAPTER e 16" X 12" MJ X FE REDUCER e 16" X 18" MJ X FE TEE e·· FE X MJ BUTTERFLY VAL VE 8'" C!. S2 D.1.P. IN 8 ML P.E. a-· MJ 90' BEND 8" D.LP. FLEX COUPLING W /HARNESS RESTRAINT ASSEMBLY a·· FE METER STRAINER 8 MAGNETIC TURBINE METER W /2-WAY '<EGISTER WATER SPECIAL TIES Oil APPROVED EQUAL 8" COMBIINATION PRESSURE REDUCING PRESSURE SUSTAINING VALVE. CLAVAL WITH EPOXY LINING II COATI.NG I STAINLESS STEEL TRIM. 2 112" PIPE SUPPORT ASSEMBLY PER C.N.B. STANDARD e•· PLAIN END Cl. ~2 D.I.P. IO' X 12' LONG REINFORCED CONCRETE VAULT. 3 PIECE DIAMOND PLATE ALUMINUM OR STAINLESS STEEL, HINGEO, SPRING ASSISTED LID FOR PARKWAY lOADlNG.12"' 4) RECESSED FLOOR DRAIN 8 CAST IRON GRATE. ALUMINUM OR H.D. GALVANIZED, WALL MOUNTED LADDER 2 EACH 8'" <j, PVC AIR VENT STACKS, ONE HIGH, ONE LOW. ROUND PIPE OPENINGS TO BE SEALED WITH ELASTOMERIC MECHANICAL COUPLING. "LINK-SEAL"" OR APPROVED EQUAL. 16"" X 36--LONG FE X FE Cl. S2 D.1.P, SPOOL 16"' MJ X FE BUTTERFLY VALVE."(NORMALLY CLOSED) EXCAVATION FILL ----------_____ _, __________ --,,- i ----, ...... ,/ "T ·1 7--··--------------------________ _ I -. --- ----------l ----·-------------j LEGEND 'l r,;;-;: '.JNs:_;·rA:=L::._ =-A~--.:'\V1\I i<.. \ & l C....r,,,".:J R~COMP/1CTi'.JI\, Ut,.,ffTS TC cit: f:TTCf<MIN[:J iN rHE F'ELD ~1Y L.NCU\SSir-Eo EXC/\\/A--:-.cr\l EXCAVATION PAYLINE AT CANYON SUBDRAIN N.T.S. SEE DETAIL se, SHT, 2S7 FILL LEGEND E::.::::-~ '.JNSl_lff P.tL_~ ::.:XCA'h\T:ON &: ,______, R:.:cm11i'ACTl:it--~, L_},A;TS T::) BE J:"-rt:Rivi!!\JE.D it, r1 ir Fi[U! EJV (J'~CLASSIFl[D _l:i\RTHWC>RK PA Yl.lN~ ( T_v:p.} N.T.S. STREET IMPROVEMENTS (CONT.) CONSTRUCT l'--6" CONC MOW STRIP PE~ DE~AIL ON SHE.ET 227 CONSTRUCT 4' TH!CK MEDIAN PAVING PER 0.C.E,M.A, STD. !0-3-0-0C, CCNSTRJCT SURVEY !VONUMEI\T TYPE "A" PER O.C.E.M.A. STJ. PLAN NO. 1405 STORM DRAIN ( CONT.) :=ol\1SFiUCT JUNCTION STRU('7'URt. ;·ypc lV Prn O.C,E."'1.11. STD. 131:1 C()NS-RUCT INLET -:-ypi:: \/ PEii O.C.E.,M.A. 51·0. 1305 AS MODIFIED PER DETAIL.. SHEr:' 25-5 CONSTRUCT l:OWNDRAIN TO PIP£ TRANSITION PER O.C.E,MA STD, 1331 INSTALL PROTECTIVE FENCE PER O,C,ENLA. STC. 600-0-OC INSTALL PROTECTION BARRIER PER L.A.C.F,C.D. STD. 2 ... J261, 2 GRADING (CONT.) CO:-ISTRUCT \.lEDIAN DRAIN RISER PER DET All 290, SH[ET 263. CONSTRUCT 'tt\ED!AN DRAIN SYSTEM PER DET All 291 SHEET 263. CONSTRUCT MASO\IRY RETAINING WALL, TYPE: "A" FER A.P.WA STD. 6!8. CONSTRUCTION NOTES GRADING 6r PEf::; O.C L:. ~-'.A.ST~ !809. -" ---• ,v ' '~ ""-"'~-- ~ .. 1 Y R::..PA!R r·RGSIC:NA" G" . .!L L_Y ,---....., '.2_:_:1 ,,:J\C:;Ti"<l'C": ,:;,\_,U·, R!s~·:;;/SW/\Li:: _i1u::--:-""i:.f\ l:fT/\ll ; b, '.:,"-;---_ .,:f,5 /-~ ~·31 c-:y-.;sp\l..,'CT :::'N/\1.f ,::::: CURB M.;-:-; GJ~E~ -,--R_t,N::;111c-:-..i ""'L'"\ .~UAI .--, :~""'•-<.'.Cs': (;;_21\ REMOVE FX!STl~G j:"ENC[ --,, STREET IMPROVEMENTS ~§) CO.\J.STf·LC~ .~) .A..C. OV[Fi' 1 .62 AB. [', 17.31) ::c:<~ Ru:::::-"!,2-8" :yr:: c_;:;:f-j NW c,_;':U~ ?f;_;,, _£..,_~'.':VA-;-:> 1\)L--C, w ::::it~ PLAN -/ ~~, ,,n .,.,....,, :.::0:.J31!~UOT '. JC/<,~. Di:Pf\i 39101{ Pf.,l e.e.E.4vU1. '"H~:. •Jee, l .. 'Cf~ f>lfo!! , __ _ ,,---...,, '" l l '<'::.-:-/ -, '~:~Y C·JN'.:iiRUC'T f,1L:JIA'J 'AF°FP PER A.I~' WA '.'_;11~. 1 ::''R-C f2·J,-6\ \ __ __/ CONSTCS\Jc·r TY;::,l ".A'. -ff '."/JR'.-! F~":F /\./l .W .. A. ST!'. 104 -0 ,..,-~, (24_) ::of'~::;;;:;J:::T C:,EAC E\C SICl\·\iG =1[~ c,.c:.t.1,!A '.::TD. 1 4C1 ft~: : __ 6,_N'.):SCP.P~D MC)IA~~ l''!T'!CA.:. Sf-Cl'Ch! AS ~1c~R C.C.E.t,/ .. A_ STD. ! , '. 4 ---f0 (:01\:".,lRl!C~ le' -C' CCNCR[""T=-SIDLW,'\~K PER 0.C.E.M./'-1 STf:_ 1?05 ·-_,/ STORM DRAIN INS--;'.ALL. 3C-" R.C.P. (D--LC!\C INSrAl .. L ..39" R.C.P. °FR PRCFII E") _-:,ER PRN 1i_J-.) Pt"< Pl~OF L~) ,----. (?'.SL~ :.::ONS"'."r\iY_::T "~l_[T :vp~_ \/ PER ()J;.EJ-1 .,t, .. ST:,, 1 -JC':": 131c c::Jw::,TRljCT r:-:rr.Y ..J,)t-cJCT1m~ STf\,JCT1mc: ·ryf"F~ 1, Ftr< c.c.L\i.A. <1c. 1J" 1 WiTH 43" cc~~CRE.TC s~ArT r:'l1~ c.:.c.l·.'-✓1A '_:1:.'. :'.,\;s1. w 1H :·:·:AH-JY i .. A'..JC: >-C~ ;;E~ :;ETh1L SL, '.:,f--iT. 2e,1. ·--· -:;~-t~ 2C~~:3TR!_,C~ 1'-;~~-r f",'f'[ :1 ~':::..; c;,_:: i:-.. \1.A. '''."'."'.". 1j~·_.; :'2c -.._ __ .· /2-~~) ~--.• ;: : .• lJ' \.:.D-} ..._ __ . ?64 (7-!CJ, P!AC~.: G:P R1\f 1 PL'~ c.C.L.\4A sn:. '8C9 '· __ ./ WATER IMPROVEMENTS tr,.JSl"ALL 6" Cl ASS ,:-/:." ( ' .. ·. ". 15C/2 INS:'.Al.L t" ClAS::-i ':.:f::.C bC/1 PCT; t.R.W.D. ·-. (i~j) :NS~.ALt ~IRE HYD~/\Nl' ASSCMUt.Y P'.Y. 1.r\.W,O. S..,..D. IJW(;. 'l-i-f -:2s.s\ iN':.oi:\i; 8LUW(;.f-~ .A5St:'vH--l\.Y Plf.( l,R.W D. '-;!i!. UW0. W-'J '-, _ _/ -- .3 !'."'Cne·:; :::'r'i ct-<r:}!r·iol Cr"O\'ll'l~J I ' ' I -----+------->------------------------ .. :~-~~~ . .L?~:~J -----DESCRl~:r~~':_ ______ _ Pl: '>IGNEu -·--·--· __ ... ----------------~---------- . - - . . ---1· •s-- ---""" - - ' ---• JkAWt~ _:::,~'ti• ___ , CHE.CK[D _______ _ ORANGE COUNTY ENVIRONMENTA~ MANAGEMENT AGENCY TYPICAL STREET SECTIONS & CONSTRUCTION NOTES ----------r SCAL ;.: ; AS 'SHOW•~! ' I rOR GliNEl?AL GRAOIN<i NOTES 5Ei£ 51/T. 'I\ \ ' -• -1.._ CR1\)lNG BY o·:-:FRS i I --1_ ci 0:: I • I ' . 11-<--EXISTING I I I : ' ! \ \ \ Z8 SJO.R'M DR,Al~3o/! • • ' ' ,""'t'-..._ ' , ~EXISTlNG 8'.' ' . . CURB II &UcTE11 PROTECT IN, PLACE, ' ! \ i 130 00 ( I I \ I I ' ?:I 5LOPE C tF _.if! _j....,~-.. ----~...:.~ ~-~_:--_~;--·,// ' i ii II I I f -,>1-? " ,~ . --- /_~---· - 134+00 155+00 1 ____ 3_¢_1 ____ ,--____ 4_0_4_ r 207 Z~& --~-------------· f l TRACT 784 • ---··--' ' ' ' / Z.13 /. @J -1~ .. , I I A --I \ I 370 c44 ... ____ L ___ ---. -""'--r--- 1".1!'. LIMIT5 OF / I _/ / I /, / I I ' I I I ! ,.., I, c. \ I. ToTAL RAM/ Cvr To7:AL RAW AL.t. : CONST @REPAIR EXISTING TERR/J;CEpRAIN @ REPAIR EX)STIN9. 00\:"N~AIN ,· REMOVE EXISTING ccm¢.,sWALE s . @) i.OCATE EXISTING Sl:JBD!IAIN AND <'.:l.fAR OF, 0$STRUCTIONS. •• . • MAR~ WffK llUl!ll! I.IA;ll(l!M PER O.C".E,111.A. ITll. 1402., • . @ ~.LEAN TERRACE DRAINS ANO DOW.NPRAINs· • . •• • 'OF OEBFUS' ANO so~. /' ,' / ' \ ' ' ' / . . / . . . ~ e6NS+R9CT now_NORAIN. /'~ / ./_~ , • • • ' ' ' • I ' 't.:v _ c:;//ST,.(;'//C ,,-.:j'fa'/.454' 4~-/-"£? /.,,.0 cu A" 51v. ,{321 - A"'ew.P: W//}I »"4,~"f ,t'../:'''\E,A', ff,:'.4 'Y'. i(.5tJ,CONSTRUCT MEDIAN D'l,'IIN R;SER PER.DtTAIL 290 SH_EET 263, • ' • I, 405 2<10 44/,883 /2 0 nm • KJ<:rrn CO:tv1PANIES ORANGE COUNTY \ rn,,,u.w,·,,c, • \,.,,,,,e,1w,• ENVIR NMENTAL MANAGEMENT AGENCY. ! ALL. CdN5TRUCTlthV V.t:MICL.EB OR .CGIUIPl'.1£NT, FIXE.O 6.,q M<)BIL5 1 oec:MrEo WirH1N-ltJOt!J"· or ·A· .owe-L.Lt~ e.HAL.L .B.G--EamPPEo_ Wirf/ 1'7'?0P£RLY OP£;C?AT/N,$ ANP MA,IAfTA/NE.D MU?r:-fERs, .2 ALL O~A7toNg SI/A.LL C&MP.LY W/7# ORANG.£ C.:1t1NTY COP/FJ.EP OR.01/VANCES; O!WSIO/V (/11-t?/S!: COIVTA'Oi)~ 3, Br,XKP/t..1NG AND/o,R W::H/C.;;.e 5TA<!JING AREAS SHA.LL 8,€: i.OCAT.ED A5 F4R A:5 PRAC7/cA.&'.£ F.4?0M PNCLL/N,;r'S BY TIIE MANA-GE4' dFOEt.£'£.OPME/VT 5ERV/C£5. c::::sC~IPT ')N MAR{:QA·: E i REVISIONS GRADING IMPROVEMENTS FOR: SAN JOAQUIN HILLS ROA::Jt STA. 127+66,80--141+00.00 PREP!\9ED UND~~R } ·,-,1 /"";_ .. l H T SUF'ERVISION OF .. ,"'/&1'.-1-fl_ i,.£~ ~~~ S EE l--"'J ,.,~$ A.alAIE r R.~e;;a. 203 SCALE i [)"ATE I DWG. NO. Of L.------------------------------------------------------------------..:'"-----------------------·~·;·------------------------------------------------------------------------------------------------------"------------------~D~R~A~½~·~~l-.· .. ::· .... .;;;;;-;;...C~S.;;;;;E~:m!(~E~D~~~'-J~ • .;;;;;;;;.i~A~S;_SH~.,>jj·~1'----..i.---------'--2-8_9 __ I ' ; / cc. :=:xc. vos. c'LL I ' \ 141/ I 42+00 143+00 330 GMPl/\/<i NtlTE5 ' 0' $· \ c-~~-'3~4.,; i~ .,· • "f.,i:1 · ·' ----,--,.....-~ ..,,......__ -----------➔ -~-- ' I~~-.-.-.--•--:----,-,-.---·--'---~----- I I ' \ \ ' \ 144_+00 145,00 300 45Z 222. / fCi I 4 \ +00 /..5: 11 I I ., f, I 14 7 00 370 I \ I 14')+00 • I Z/7 zoo 844 -----.---, I ~ ' 1/ ~ ·.-?J. ;,I ✓ . • -. -~-------------- _,/ I I \ \ \ ' '. \ 150-00 I /; ------ 507 283 1,51' \ \ \ 152 LINE " !SHEET Zip I \ / 153+00 1 I ' I • I 1. I I .,, 702. -r-------· I I CONSTRlJCTION NOT_-"-, REPAIR EXTsr:TERRJ!<CE !JAAIN PLAN NO. 263 REl'JIIR EXIST. DOW!O!Ail\l PER PLAN NO 263 , ' i I i ' 1 cocAl'E EXIST. sGsoRAIN,ANpc:tEAN oas,Rucr10Ns. MARK WITH" GOIDE MAfl~ER TYPE Fl PER O.C.E.M.A., STD. 1402. Rf'MOYfEXl$TIN6 C.M.P. PIPE RISER , ~LEAN Ti,:R~Acg DRAINS REPAIR E~OSlON!ll GULLY· I -wNSTRd€;f ~SONR'Hl&T A1NfN&.Wt.l_-lc,- 'TTR A.P}ff:~ Sl\D. '3~8. • . • •, \ ' . ' • ... • ' !:FSIGMJ) ,JRAWf \ l/,Q33, 17,'>'78 LXC.1CU. I.O 0 ('l • I \ \ ' • '-.._LIMITS ' ' ' I ' I \ -/5-( \ \ \ \ \ " • I \ I ' I I ' I I I \ \ \ I I .3 .. inches on or{9ffl0t.df'0,wmg 'IllE KEITH C()l'v1P1~ '\JIES •?1,,,,,,-,.~ •Gh/ fag/•~ • """""'"·" •l,m,&,;"'f"' Mciw.;s·,~·~ • /,m,I \iar>,r<!,i , fon"'""''_,,,. ·""~-""'"' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY GRADING IMPRGVEMENTS FOR 1 SAN JOAQUIN HILLS ROA STA. !41+00.00rl55+00.00 SHEET 204 OF 289 0 (\J • (/) w LJ.J (/) LJ.J 13 f :, TIO~i 155[00 155 R~2ooo.og _ ' -156. i i . . . I 'J, 44/ I 4~ --"--------· .L LIM/15 -• • . -· . .:--'L-=:. -~ o. I --,_::----7--~~?'~•--_--:::,_ = -------_-:-.::--- - 5LO PE N0.3 I CONS TRUCT1C>N OTES ®<,'.JNS1'll~~1' 12' TER11ACE DRAIN P_ER" DETAIL.ISfff. Z ":# . ® CONS'tRUCT 6' TERRACE DRAfN1 PEl'(A:J.c:"£.111.A'. ST[l,1~21 •~ ,§~oNSTIIUC~ DOWN DRAIN PER O.C.EiM.A. STD. 1321 @cOl'iST~CT BROW Ol'tCH PER DETAIL_ "'A"' HEREON• / .. . {§iicoNSTl!UC"f ... RIP-RA!' 1'611.QET AIL ? SHT. Z,:, 3 " • I 'etc()N,STRUCT CANYON 1DRAIN PER DETAIL 7 SHT Z:<,8 ' ·.,. / . ' . ~")CONSTl!\JCT Slel.:11~ WALL PER o.ci.M~. STJ), 1321 • .. -.....-/?f:c''IJ,Jr." /VJF#.#-;)-';jf/-3'".tF.A-J1/AY_ '-' -,, · • . -· -@RtMQVE EXJST.··c·oNc:-~W !)ITCH • . • _/ --• . • @REMOVE EXIST. CONC. SWALE. •• (z!) REMOVE EXISTING FENCE. @?lcoNsi'RucT EE~CE PER sPECIFICATIQNS. '@ JUTE MATTING.SLQPE PR_OTECTION / i1"9 CONSTRUCT MEDIAN .DRAIN .!llSER PER DET~ll 290 '-• • St:J_EET 263, .,. ()()!) CONSTRUCT.MDIAN DRAINAGE SYSTfM PE~ .':_/ DETAIL' 29i SHEET ?63, / I I 15811 00 I 54,:53:J a ( !/ ,Ii I \ \ 70,837 I ' 160+00 161+00 162+00 ---------+----------77, 715 0 I I 1 68, 736 -~---------- 0 / ! / ( I I I I I ·--- : \ I \ I • • L' I I I --------"T--' \ ' ' \' \ F!l-t:,_ -';f.~EY '. y,j'~ 26 o·~/;:; i ,\ .• I \ 1 69+00 STATI01 53, 7'}/ 84, 99 lrixc I cu ---~-------4c:5__~a-----'--------t:J _____ __tllF_,·1=-L=-~_jj,-', - I ' \ ,\ \ I ; ✓. 2 / TilE KEITII C()i'.'vtPANIES '/,· I ''•'fi"'"'~"" ..,,,,, .... ,,.,~ < , ,.1,1d'-<.,l{>f ,,,fr,..,,,,~ ORANGE COUNTY .ENVIRONMENTAL MANAGEMENT AGENCY GRADING IMPROVEMENTS FOR 1 SAN JOAQUI ROA~E a 1989 ST.~. 155+00.00-170,00.00 ~;:_AR7-o_AT_ El' ____ ,_· __ o_EscR1Pr10N__ PREPARED UNDER ~-td: •••• d L. ~I SHEET KKLJ SllPEJ--IVISION Of • -0 • 1 i RE;YISIO_NS ~S AIE_ _ R.CL2J:i~ 205 ii DESIGNED -.;iCALE i DATE I DWG. 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Z. <" ti Z'), co UFTA!l 2Sl SHEET 263, @co.NSTRUCT SPLASH WALL PER O.C.E.M.A. STD. 132f A:E/.>'✓,f--PV/7'..Y -#4@ /2 '' C 4-lV Ai Y. -' @coNSTRUCT CANYON DRAIN PER DETAL.7 SHT, 202 12';0 C S RUCT MEDIAN DRAIN olSCR PER ,~, ONT ~ '-DE CAil 290 SHEET 263. @) REMOVE EXISTING FENCE ® CONSTRUCT FENCE PER SPECIFICATION. €~ JUTE MATTING SLOPE PROTECTION I ,:;;o';, •·-"~-0 ~<:~-f.,;'/,- r I r I !. I L I TI-IE 5 0 .. ·(.\I i I KEITI-I CO.NIPANIES / •1'1,-"'"l"S •rln/ E~fl'.-.--,''l .,,,,__,,,,~ -~.,,,, -·1<•'11' •i.m,a'\"''<1'1-"'W ,c-.m,"""' ------ ORANGE COUNTY FNVIRONMENTAL MANAGEMENT AGENCY ·-j-··-1-·-. --- MA.P.,tlJ:t, TC L_ .. ___ J\~? :;: ; • I 'JJQ!'j REVISIONS . ______ _ o:::s:GNC ~========~~~ DR.i\WiL GRADING IMPROVEMENTS FOR i SAN .JOAQUIN HILLS ROAD. 'S STA. 170+00.00-!85+00.00 ----... ·-.----l '""i~'.;YAR~.J L'~-lOFf~ Al OlJPC":RVISION Of· _ --Cf_:. ... JAME ':CALF I .AS SHO"w:\i SYEET 206 OF 289 iii 0 • "' <! I I cu. h~xc. ! YCS,i l: IL..L • I ! / ' I / , I " ! I 0 I ,/ j /' I I / i I . , / I ,,. / / I / I./ . ' I I I I i ! I I ' . ' 19 +00 195+00 0 187+00 'E\8+00 189+00 190,00 '91+00 192+00 193+00 -:::::==:===---_-_-:_-.o-~-------_-_-_-_-_-r-+_·=:_ .. ___ o _____ t-_____ 0 _____ --+ _____ 5_4_3 _____ + ____ 8_,:;.s _____ ---1 _____ ·~1_~...;3c.·==-.. -.. ~--__ -_ .... J _____ 4, o o4 ----+------?_, _?_3_3 ____ -+ _____ 7...:,_'J ,,,_•; ····-----i----6'-, 144 5G, 120 --, . ' ' ' . ' 35,480 20,7'!!/ 7;C30 237 39I iEJ3 0 ··---------- \ . . 0 0 \ / I I I ✓-+ i • • I I I j ' l I Td ~,w,;:,e "flA/. z 1 8G£M ,f/4:; l?T TIJP .,,. '/ ---.e::::::__,,,--"-._~ ~-~ £:ECiltJN A-A N-r, - I. 1.51' F/Nl!>/21£0 , .-:d'A'OE ~ R::AN~ ~ ~ .......__.:::..,,,-,:;;;.-w,,;4x W ✓-f'.. -U/W. M. OETA IL .. ''A,, I ' I ' I I I ' ! 11~ I • ' -I w /:::j I / CONSTRUCTION I I I NOTES CONSTRUCT 12' TERRACE DRAIN PER DETAIL I, SHT. 263 CONSTRUCT 6' TERRACE DRAIN PER O.C.E.M.A. STD. NO, 1321. CONSTRUCT OO'IIN-DRAIN PER O.C.E,M,A, STD. NO. 1321. CONSTRUCT BROW DITCH PER DETAIL" A" HEREON CONSTRUCT CANYON DRAIN PER llETAIL 7, SHT. 262 REMO\IE EXIST, BROW DITCH CONSTRUCT SPLASH WALL PER O.C.E.MA. STD. NO, 1321 AND PLAN, fi}E/A//; IV/ 7/.i # ..,-,:::.~, 2/{,f:"A-JVA Y. CONSTRUCT PARKWAY CULVERT TYPE "A" PER O,C.E.M,A. STD. 1309 CONSTRUCT MEDIAN :lRAIN RlSER Pf.R DETAIL 290 SHEET 263, 8 ',r 01 I I (.. 5t) t I /7 ' ' I INLET ?:e4NS/17t11(( OEv?/L,. Ill.TS. I I , I . -:-------' w ~ _J :c u ,_ /2 - ) :rches or cr:;L.a: drcwi:19 11--IE KEI1H C:Ol\.1PANII~S -·~ .,,,,,</ ,...., ..... ""II .,,,_,.,,, ·--M<iw"'-""~ ORANGE COUNTY ENVlRONMENTAL MANAGEMENT AGENC CRADING IMPROVEMENTS FOR, SAN JOAQUIN HILLS ROAQ • . .t 1 STA. 185+00.00-199+00.00 MAR-<1 0-'f:'"E I __ JESCRIP~:otL~ __ _,PREPARED UNDER L,~~!f:::.Q~~:'.!,<,;~ S:~EET ~E'✓IS,ONS ':lJPERVISION Of_ .. :."" 207 ffi ___ ,JAMES_ ...Jl.C.E, 2§936 . o scA:_F I DATE '.Yb'G. r\o. 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"A' PER O.C.E.MA STD. 1309 CONSTRUCT PARKWAY CULVERT TYPE '---:-~-1 5 ~ _ #C:-·'' GfAOE I / O, /_ _ """1 F/N/5 .,. • 1 • -I ,,,-,2 PLA // •\_ , ~i 'f.,' I ,---z"" -~ -----~ ·-' ~ ,~-.-~; ------✓~----;-· . ' _,,,,,;_~ <: '·.i::.. '! /<< ;.+ f'•-.._,_ ....,,::::.,~ _, ,.....""( ' x~ ......_ -l,..-,,·· .,·" '-..._..., , -,,,,c / 4 X '<' ·-:... 1......-,,,i:,: ...____ x,-~,-,,..,,, ~ • ....,"~'+""lf"" ..... _ ✓ ,~·,,,,AI iv/r -_,_,.,.,. /2 0 2 TIIE KEITII . CC)Ivll>A.NlES " -...,.-==-----1c: ORANGE COUNTY NT I'" ENVIRONMENT AL MANAGE ME '.JC}.>1GNED --=----= -' ----·-· c: D~./\WN _____ - GRAl)!NG IMPROVEMENTS FOR: QUIN D SAN JO HILLS RO STA. 199+00,00-205+76,45 ! •f.M/ ,:,,,ii,_,~~ '·"'"""'""" . ,,,,.._.,,,. ;,,,;,.,.,.,,,,~ , i,m~ "'""'"" '"'""""'-'""'' ,...,,_......, AGENCY I 1989 i :":HEET 206 OF 289 • iii iO ,I, "' 310 290-1 270-· 250-! DISSIPATER DIMENSIONS i=:==,=i =-=-1 q b '<: • f I f. I I . \ ' I 7+00 I \ \ 8+00. 9+00 C 1 &ffVe / p t 11+00 PROF I AN HOR.JZ, 1 "=40' VERT '1 "•8' ' LINE 12+00 ,_. A ,I- -M, . ' ' ,EXISTING GROUND I OVER s.D. ' I ) ' l l 13+00 (~i~ ;~·;It • I • :1' '-! i <11 " h I;}.. ~I iJ ~ }~ 1<: \') t ft' ~ \. I"-l\i \ fj', ' " !; " ~ \ ~-~ 1 l 14+00 'o 0 i/ \ I -I" l ABOVE -ll I C l I N C-ATCH BASIN· 2A TR C ION -420 0 s /~ (?'10 JNSTALl 18" RC,P, iD-LOAD PER PROFILE) "-·· !!>STALL PROTECTIVE FENCE O.C.E.MA STD. 600·-0-0C PER CONSTRUCT JUNCTION STRUCTURE TYPE I PER t.M .. A. STD.1310, H• 7.75' CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.M.A. STD.1333 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 PLACE RIP RAP PER E.M.A. STD. 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL SG, SHEET NO. 2&4 DIMEM$1,::W _.,.. rA""-E ~NO ON TH/5 e,.,,vee T REMOVE BRICK AND MORTAR SEAL INSTALL 48" SPIRAL RIB PIPE J'l;e'K ,:,,,TAI<. G,<3 e,,le>ET Na 267. 1/2 0 orlgln3I drc:v.1rg PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY s AN JOAOU IN HlEfsO}m® STD M DRAIN LIN SHEET 209 OF 289 • b • I ---' - ' _::-_ --: __ ----:t_·:· -i-----_-:- \ ·--~ DISSIPATER DIMENSIONS 6,0' H L w LO' I o· I' \ \ INLET DETAIL \ HYDRAULIC 'DATA - PLAN I •=40' -_-- + HORIZ'1 "=40' Vt_RT, I '=8' <:, "i Lll\/E ''B" •- ···r IStOO CURVE DATA CONS RU ION NOT INSTALL 48" R,C,P, ID-LOAD PER PROFILE) INSTALL !EXTRA COVER) 34l" R.CP, ID-tOAD PER PROFILE! CONSTRUCT JUNCTION STRUCTURE TYPE II PER EM.A, STD.1311 CONSTRUCT CONCRETE SLOPE ANCHOR PER O,C,EMA STD, 1333 CONSTRUCT REINFOflCED CONCRETE COLLAR PER O.C,EMA STD, 1317 s !NST.,_\u.. PROTECTIVE FENC..L PER 0.C...E'.M.A. STD. "()0-0-0G CONTRUCT INLET TYPE V PER E.MA STD, 1305 CONSTRUCT JUNCTION STRUCTURE TYPE I PER E,M.A, ST0.1310 PLACE RIP RAP PER E,M.A s,n, 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL 66 SHEET NO. 2G4 ' INSTALL 48" SPIRAL RIB PIPE 5.¥EeT 2fu 7. I 1/2 0 3 lnche• on orlgl"ol drowlng 2 SAN JOAQUIN STORM HILLS ROAD DRAIN LIN B SHEET 210 i2sf "P* S.C ! INE "'R" STA.10+00-18+65,57 -2'[0.23JPFn 30S1 340? 05-M<!'l;, -88 C8105 AM I 309?·-52C? /NE "B" HYDRAU IC DA A LINE Q D n Ve 0 DELTA 8 ''8" 0 LAN 9 ,{)/3 1 "=40' CURVE DATA RADIUS LENGTH l l l'I CONSTRUCTION NOTES INSTALL 48" R.C,P, 10-LOAO PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE II PER E.M.A STD. 1311 CONSTRUCT DEEP JUNCTION STRUCTIJRE TYl'E ll wrrH SAFETY LAIIDING !I WITH 48" COJ<ICRETE SHAFT PER O.C.E.MA STD, 1504 CONSTRUCT WING WALL STRUC11JRE PER DETAIL 64, SHEET IIO, 2 64 (TIJI PLACE RIP RAP PER EM.A. ST0, 11109 ~, ~7!! INSTALL PROTECTIVE FENCE PER O,C,E.M.A, STD, 600-0-0C 0~ INSTALL PROTECTION BARRIER PER LJ\.C.F,C.O. STD. 2-D26(2 1/2 0 2 inches or:ginal drawing PRE.PARCO BY ii7' THE II KEITH • COMPANIES ' ,J ~!M:El O!iiifA !'£8.1, e. !rol!lil m,i,~-oaotl TANGENT tS.50 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILL ROAD STORM DRAIN 7 \98S LIN ti' STA. 17,93,63-26,45,00 MARKID:'n:1 Dt.scRJPI~--~ PREPARED UNDER / 1. . -+-2_3_8_6_._5_0 _ __, __ .'.7_?_9, 4_3 __ +-_ ,_'9_0_,_lt __ --<I REVISIONS SUPERVl SION OF,.,_/;tJ..:.Jg,f.:.£. i"· ~~ 2386-50 r,3;J,.'5d /4.1,:3& o---------------+·,!AM.ESA.D.4N • R.C.E. 26936 SHEET 211 -+--JESIGNED SCALE DATE DWG. NO. 45,00 69-84 44.16 RAWN ___ CHECKED_ .... b_l?_ AS SHOWN 01" 289 ~r• S.D LINE ~a~ STA.15+26.83· 24+08.36 -21[0,23JPF1 3091 3407 08-M~y-88 03,49 PM/ 3091-520~ 2 13 E:<J;:i>VD CONC2GTJ:.,"::,. APRON WELDt::C> 11'/E::-SH /'-{)'' INfc) WING k!At..L BOTrD.Al'J REJNFOl?CJAJb .'-3.."r' -,, ---- LINE ''C ,, LAN -_T __ _ 1 9 ,h .(c(; l'I') N i--: :c en w Li.I CD <D ui -+ <D - ?58G.50 . i . -1-- ~ I CONSTRUCTION NOTES CONTI NU INST/\LL 48 11 RCP (D-l.OAD PER PRCFJ! E CONST'RliCT JUNCTION ST"-\VCTURE TYPE .Ir: P[? 0.C.E.M.A. STJ. 1311 ClJRV[ DATA () DELTA RAOl!JS LENGTH (:',, 'V 45. 00 I-~+--···-'·---+-·· ,~,) 0°27'52" 1 9. 3 5 TANGENT 44. 1 / '-'· 2386.50 ----i----· ----t------ CD 0°43"3" 23s6.so 3C,JO 10,ft;C, ?08. 39 MARK SA"."E N INSTALL •ff' R.CP. (D LOAD PER PRO"~E) INST ALL 21' RC,P. (D LDAD PER PROF.LE) ----------- ES CONSTRUCT JUNCTION STRUCTURE STD. 1310 TYPE I PER 0.C.E.M.A. CONSTRUCT JUNCTION STRUCTURE TYPE VI O.C.E.M.A . STD. 1315 CONSTRUCT JUNCTION STRUCTURE TYPE IV PER 0.C.E.M.A, STD. 1313 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 AS MODIFIED PER DETAIL SHEET 2C3 INSTALL 36" RCP (D·LOAD PER PROFILE) 264 F-'RfP.A.RfD RY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN STORM HILLS DRAIN ROAD LIN Sl A. 10+35.00-l6-t!5.68 REVISIONS SHEET 212 OF 289 r, --i ---, -, . ·i· . . ,. . . . - I ' !. .L I ' ,----, I j L -l . ; I 1 I I I I I I j I ; '. -------------- i ' . --------• ____ , ' -----1 ' ' ! - ----, . ---,----,-----1-- 16+00 C \' >..i" ""' ~ ~~ LINE II ell PLAN 1"=40' HYDRAULIC DATA L/NF 21 8 Z/8 f:::j I ;t4 .✓/13 .t:Jtl.5,1 .0048 FULL 5,,? _ /, #8 <i,.,,,--+----+----+--~-+~ 24 ,.c:J/8 .Vtz.5?1 . .)/136 ,Ci/t..L 4.§" ,-~!14 &-Z i& --,::-5·· {J.9 /6 ,,:;JIJ3 .834,::';, ,jJ!iJ? FULL OJ ll35 2 .. /J Iii 'G ·'3" J:,,2 /,S" -£71:8 . .:::.l,:1."5c? -ftJ35 FULl, 3-1.># 0-:?& .-:i-2 C DELTA 0 C3°53'11" ·---i -; RIIDIUS 2386,00 22.50 45,00 D TA LENG HI 1 61 , 88 35,34 35.40 ! 2 . 6 7 -;-i -~ 1------I ---i--. --::i-----------+--_, I .. __ J ,_- co RU TI N NO s tsJS-:-/'.d ;_ 18' R.C.P. (D-LOAD P[R PROFILE) INSTALL 24" RCP, (D LOAD PER PROFILE) CONSTRUCT INI TYPE V PER O,C,E,M,A, STJ 1305 CONSTRUCT JUNCTION STRUCTURE TYPE I PER O,C,E,M,A, STD, 1310 CONSTRUCT INLET TYPE 11 PER O,C,E,M,A, STD, ,;:;02 (L PER PLAN) CONSTRUCT JUNCTION STRUCTURE TYPE IV PER O,C,E,M,A, STD, 1313 I /2 : 1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD STORM DRAIN LIN ..lci\189 ST A l6;ol5.68-20+96.90 A:, SHOWN i 289 i iO+OO LINE "B" SEE SHEET \ 11+00 SLOPE PER GRADING PLA>J LINE "8-1" 13+00 EXiST. GROUND LAN HORIZ• 1 "=40' VERT• 1 "=8' LINE HYDRAU ELEHE.NT "a" IC DA A 12+00 -----t-- I i5''0V 1001' T !!3(),0() DA DELTA 46'59' 15" 90°00'00" 47. i? 28 70 CONS RUCTION NOTE -·~ (,so, INSTALL 18" R.CP. ID-LOA!) PER l"ROALE) ., / '' I? s 11 INSTALL 24 • R.CP. (1)-LOAI) PER l'ROflLEl \..,_/ INSTALL 110" R.CP. @ INSTALL (EXTRA COVER) 30" R.C.P. {D.LQAD PER PROFILE! § CONSTRUCT INLET TYPE V PER O.C.EM.A. STD. 1305 17!~ CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. ~. ST0.1310 REINRlRCED CONCRETE cou.AR O.C.E.ll.A. 1317 CONSTRUCT INLET TYPE II PER O.C.EM.A. STD. 1302 (L PER PLAN) 1/2 0 2 on orig;na: drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN AOUIN ILLS ROAD STORHSl'!"All111989 L NE SHEET 214 OF 289 21[0,23JPF1 3091 3404 08-M~y-88 06123 PM/ 3091-5202 ---------- ----·-· ELEMENT LINE Q. I D n s .. 2 "F' 78.1 :jG, .0/3 QOI f-------•~" 3 "E" 78t 3c; ,0/j 0.18 -·-··- DISSIPATER DIMENSIONS "E" 7&,'f BG. .024 0.,53 4 -·--··-· --, ---·-· q_ 'E" 78.'I 3,;, .0'24 0.50 ~, .. -+ 6 "E" 7fl'f 8<c ,024 0.44 • 6' L 16' b 4,5' H 9' C 6' w 12' LINE -E .. ,,_ ,,_ .. 78.'1 JG, .018 0.! I 7 "E" 8 "E" ! 78.'t 3G .0(3 C,!8 --·-"-• • !' I 0,6' I 2' ,. L2" ' 9 713,'f :)C, I .Ol3 ' (),24 F" ' -· ___ i__. PLAN -.. l]_-71-p,.:G=Al=E=, =, =. =.=4::::0=• - / / / s, d. v. d, V, 0.0/Jf~ :JOO 2'.!l, 3 ' ?. . 7.:;,. II. t,,, - Q0/31?] 108 ,N.Z 2.7<, ! f. (p ···-· 0.047&f1 i.ZB 3U3 2.7(.,, //,!,, ' ----f-----1 0047~'1 /, 14 3 /,'/ 2.7(.. IU, (2041/,,' 1.18 30.4 2]{., //, r:, ' :}.0131'1 l.124 84,Z'. 2.7 G, ,, , I/. {.d t20!J't9'1 1.08 z;,;,.o 2.7(,, i ff. & '!,t,. I i),0!3'/1i f. 00 ' t7t, /!. I.ff I CURV DATA DELI/\ RADIUS 55• 05' 35" -1 45,_0_0_ -------+ 40" 54' 36" I 80. 00 !28.52 67.14 CONSTRUCTION N T s ~<y INSTALL !EXl"l'UI COVER) +8" R.CP, ID-LOAD PER PROFILE! CONSTRUCT CONCRETE SLOPE ANCHOR PER O,C,EMA STD.1333 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.EMA STD.1317 f9 PLACE RIP RAP PER E,M,A, STD, 1809 ... ::, i,2'.> ;~~:iR~~T2~~ERGY DISSIPATER PER DETAIL 66, INSTALL 48" SPIRAL RIB PIPE """"" =,, <>8 e.#""' r 2 b I iNSTALL PROTECIWE FENCE: Pt.-R O C.E.M.A, '.:'>TT). (.,OO-n -OC _ 1/2 0 2 3 Inches or. original drawing PREPARED BY THE KEITH COMPANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD RA\.JN CHF.CKFD L f AS SHOWN STORM \f flfll\~\l LI E " " ST I\. l 0•00, 00-20+ 70.00 SHEET 215 OF 289 ~E~ STA.10+00-00-20+00,00 -21[0,23JPF1 3091 3408 I ' ·--,--~--- ! HORIZ, l '" 40 • VER!, 1 •=8' DELTA 45°00'00 45"'00' ()0'' C r--C',J ....: :c I.fl ..... I.U c::i c::i c::I RV 0 DEL TA RADIUS DA LENGTH TANGENT ONS UC ION TE CONST. DOWNDR/~!N TO PIPE TRANS, PER O,C,E.MA STD. 1331. INSTALL 18' R.C.P. (0-LOAD PER PROFILE). INSTALL 36" R.C.P. (D-LOAD P!:.:H PROl'ILt.). CONSTRUCT ... UNCTION STRUCTURE TYPE I PEf{ O.C.E.M,A. STD, 1310. CONSTRUCT JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. STD. 1315 . CONST. INLEi TYPE !l PER O.C.E.MA STD. 1302. CONST. INLET TYPE V PER O.C.E.M.A. STD. 1305 AS MODIFIED PER DETAIL SHEET. 2~ 3 INST.l\~L 30" RC_;.,_ (D-1 OAD Pt-R PHUFI: F) 1 /2 0 rREPARrn S:' THE KEITH COMPANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT SAN JOAQUIN HILLS STORM DRAIN AGENCY ROAD CURVE DATA ,., 1---ee--f----------+-------+--------·-"·--(-,· 90. 00 .... __ ,, ---------------· !?ADI US LE_NGTH TANGENT 12) --45-00'--+--~3-5_3_4 __ --+---, 5-. 6-4-.~-+-r,• ,.,__,,. ------------+-·----- 45_00_ _ 35. 34· ,s 64' ~ ··l·- 45 ·00, 3s. Gr 1a. 79' [.Cl_J 32°27'00" ' 50,97 0°05'41" 26,1\l SHEET 216 OF 289 •P• S.D LINE •E~ STA,20-50,00-3C•C0-00 -S2[C,23J~ft 3091 3405 0/-Apr R9 CR:½H PM/ J091-2502 ~~---~~-.·-- ! ' ---, - ----+-- 0 0 c:i 0 ... LIN£ ff£ II HORJZ, VERT, 36+00 l •~40' 1 "'= 8' HYDRAULIC ELEMENT LIA.IE 4!. 4- 3J 23. 7 34 1..All.-9 e---'---+--·-· DATA: D n Sf dn ()13 l)064 O.OOJ Vn de Ve os· 1z :s:z • ,::,s ·so '2'9 • Cl/RV£ DATA Z5 !. ? I !9 UC. CONSTRUC ION NOTES INSTALL ,s· R.C.P. (D LOAD PER PROFILE) INSTALL 24' R.CP. (D-LOAD PER PROFILE) INSTAI L 30' R.CP. (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER O,C.E.M..11, STD. 310 cor.STR~C' INLET TYPE I PER 0.C.E,M.A. STD. 1302 (L PER PLAN) CONSTRUCT STD. 1317 REINFORCED CONCRETE COLLAR R 0.C.E,M.A. C()I\JSl HlJCi DJV\l~ Gf"1J\li,J TO f'IPE O.C.E.Nl.t.'\_ S, J. 1331. i'.iNSIT!CN PER : /2 ri::: hes MARKh,.,,t crsc,,,;;,:rN ••• REVISIONS ·ccs]GNED L ,S -- lJRAWN __ ··~~·-=--:-1 C!-'E hKr::D :r·;)_-· 2 ,1 n c"ighal Pi'frPARED r.·• ORANGE COUNTY ENVIRONMENTAL MANAGEMENT SAN JOAQUIN HILL STOR& B~~s«s LIN E STA.Jl•00.00·36•11.75 AGENCY ROAD SHfFT 217 ffg ~P• S.D. l1SE •E• SIA-3C•OO-42•99,52 -52[0,23JPf• 3C91 34C6 C?-Aor-89 04•41 PM/ 3091-250? ' . ---__ ,,. -• ! 0 _j -"-' - • I I I I I • 0 ::r: .----~ - I I •I '•I : l,f-1/ /---~ JO,DO DD 1-;rJT _f -I 1-!~9:s1/:J:~3?_ ~g; ,:,\;3; L1/;'[lJ'' I ·11; " I I 1 ,_~I r: . 1 . I I ~ :1 ' ' I ' ! \ 111 i \ c:i: ,,., 1--'i 1-.J 1~ Lil : ii ::; I ,. I I I I I HYDRAULIC DATA V, I -----·---... t. --£/EME.l✓T ,~ /A/[ {;;:i /0 D .n 5o Sf' L,//? ,_. .. -~ -f--M -. t:J/3 z "I" ., Z:1./ .tt'>-7? _/J/d&, / ,::;.;t ------·. --· '---- 3 "F" 27& Z4 . 0/3 ?67Z ,!)/49 /.,::?/ --,,.,,, ... _ ------- 4 "/--., 2tl8 ;:;4 /J/3 J/5,G. _pt18t. r J J"O ---- .0 'F ?o,Z ;?4 -" .:'9/; a..->79 .:c) 71 .,;:// ___ ---------... ,----""< • / / ' /8 .V!.3 -! 'h!_'__., qt7£'_1! 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(D-LOAD l'fR DETAIL) CONSTRUCT JUNCTION STRUCTURE STD. 1310 TYPE I PER O.C /"\ ?66 1 CONSTRUCT INLET TYPE II PER O.Cl:..M.A. STD. 1302 >cc( (L PER PLAN) .M.A. 7287! 60NSTRUC'T CONCRETE SLOPE I\NCI IOR PfR O.C.E.M.l't • I "-_,, -STD. 1333 . ,,---....._ i2T' CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER \,__ O.C.E.M.A. STD. 1331 /-, t?,6 c.1 ',_ ,/ (268) '---~/ CONSTRUCT REINFORCED CONCRETE COLLAR PER OC.E.MA. STD. 1317 //"' 3-j'f :u :f- • \I' 1 3 1/2 o n g i 'l d I d 1' D \', i 1' g ORANGE COUNTY ENVIRONMENTAL MANAGEMENT SAN JOAQUIN HILLS AGENCY ROAD STORM ~S1i1 {,3'~ INE""F" I r- 1 i l I I I l I i l 4 1. ' I ---,---! -_,__ -+ i-- ' I~ !~ f· 1,-: ~~ C, \; ~'~ Ir',¾ \~ 1' ~ ' 5t (: LINE' Hlllll Z' VER l , .. 0 PLAN 1 • 0' 0 0 • 0 0 + C.D-NN (\J • <t • 0 DELTA CURVE RADIUS 14°4G'17" iS86,5C ATA LENGTH TANGENT 257,5(: C N TRUCTION NOT ~" \'.'."31 ~s-ALL 18' R.C.P. (D-L OAD PER PROFILE) ~~) INSTALL 24" R.C.P. 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J." -.·•···.···.[· ----r:_· L_+:_ ~---:-1 I j __ ··:_---_-----t-ri=t ' -+ ----t- 1 72+ 00 173+00 174+00 175+00 E ._s ,I_ -'< .f:2 = "" ~ ill! ·Ito. 26936 !.; • [!'/" 3-3/-:')J ~4'~~ DATA LENGTH 1593,55 1647.C\b TANGENT 819,86 iA7-6C CONSTRUCTION NOTES ~ CONSTRUCT -50' A.C. OVER 1,82' A,B. CONSTRUCT "A2-8" TYPE CURG & GUTTER PER A.f.W.A. STC. 1 04-0, w~2.0 1 CONSTRUCT TYPE "Al-8" CLRB STC-'04··0- C~NSTRUCT 81 -6" WIOE CONCRETE PER O.C.E-~-A-STC. 1205. SIDEWALK LONSTRUCT LOCAL DEF'RESSON PER CITY OF NEWPORT BEACH STD, SEE DETAIL HEREON .. I_ANDSCAPE MEDIAN TYPICAL SECTION PER O.C.F.M.A. STD. 1114 s 4.'.m.19Ti;;iYGT MibHAN lo"L,O.H;-; ~Ii:~ A l?W A STD 109-Q, ,_ @ CONSTRUCT MEDIAN TAPER PER A.PW.A STD. 108-0. i~ CONSTn!JCT 10' ... o" Wl~E CONCRETE SIDEW,C,LK PF.:R OC.E .. '1! A ST'.7. 1205 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STREET IMPROVEMENT PLANS FOR SAN JOAQUIN HIL5f\>il1~" ~ ..J "- ... z I!! w > C) STA,165+00.00-175+00.00 "' ---,---,-::-=::--f ~ 0 0 wc; ~o ...J + IC) :z: ,._ o-1-• <t ~ ~ ,_ oo_ b'Z2. . .5Z-F.l. 5"( F I /•22.Z•H:l. I/ e·c.r· <- 175+00 175-+ 00 (i).J biS.bl BTM. GA~ / f,/fl.31 TOP WA7H. 176+00 I N N nn.r1 B" [ F. 62'l-.4'l·i::L, / B" CF - l 177+00 \ G22.f. !>·F,L ll"C. F C.B. */5 /'I.T5. . __ f _ l 1 77+00 w ---+ . . - _ _j_ ----~ . ~•-_-_r-'?I "-"'p,·•--i-="f' ol\flif'i ___ if"~-:: ~ rr· --_ • I'----~-: - • )t· _. -----,---:1: _----~:-r-:-~ _ ·::~:-~~-----_i'- T _:0·· ----->--u ·+- _-r r · --I-- --. -. --;--- 178+00 ---j·-moo.: .,. --;· . t . -:::_· - ..... s. -- ' ____ t-..:_~_ ----:-:_. . __ --- -~:~!~ ,._ ~-J:·· -• ..:.- 179+00 --------t---__________________________ W rpn"2.<"l B"C.F. -1 78+00 -~ 79+00 ' ~ Bl □r bl7.E,2.·F.L. B" C F: ------ . t -----__ _ 24/J -- HORIZ• VERT• ----- l "=40' 1 "'=8' ---181 +00 ,. ,. - 1-----'-,PA~EMENT WIDTH fo TH!S POINT I 1 /2-I ~-- 1" l'IAOIUS .: . 182+00 NO"!"'e<;, j • ~ 01"1". "'°"" irnll:lf" (! ~ ~~l"'l-1"' r l"'ltOVIPe •· 'flltN,,j.n,a,J l'0flt. MOl'i il'fMlr 'IOMUl'"lDl"'O"'C.•,~Qllt,jN,~ """''NQ,e't'I:" !' MIIJiN C~ OIM!!N910N li'£:T M0WV '10QI"' .-i;, -"'O~ ~ offllWC'ruia,! (G. .. ,n>et:Jlll",,N,en:;) NIOOlll!!S L.es,,;. ~ L~o•, ~ "'°"' 9"QI" ~ 1''9 ~llt&O n, Mein" -..c, tml!JCT\UU!C l'-14'' COIVCl<'£T£ MOW STRIP OE1?1IL N.T.S". 1/2 0 PLAN 3 Inches on orlglnel drawing 183+00 184+00 18'.:i+OO I CUHVE DATA I RADIUS LENGTH TANGENT -------+-----1 2800-00 1623-11 835.07 C DELTA !--~+---© 33°]2'48n 2400-00 15?1-93 787.53 33°12'48" 2749-00 1593-55 i 8,9.86 186+00 CONSTRUCTION NOTES ~ CONSTRl.,CI .50' A.C. OVER 1.8?' A.B. CC~STHUCT "A2-8" rr~E A,P.W-A. STD. 104-0. SONSIRJCT TYPE STD. 101,-0. "A 1 ---8" CJRR & GUTTER PER CURO PER A-P-W.A. C□N:·Ruc:T s'-6" WIDE CONCRETE J.C.E.M-A. src. 1205. SlDE\.iALK PER CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. SEE DETAIL HEREON lANDS[APfD M[DiAN TWl[A\ SEUIIlN PER □ [ EMA 1114. -----~- -i--------_ STREET IMPROVEMENT PLANS FOR SAN JOAQUIN -... I "' < gj "- "' z < ..., a. ..... 2451.00 +-_1_55_4_.2_1 ___ ~--so4.21_ HJ LLS.cR~~f11t Ei c~> 36°20'00n 235B.OO 1495.29 773.-75 ~,.,Y ,,_ ,,,__ ~ 0 36°20'00" ::_c0 __ -__ -_-_f_l_' 5_6_' -_□_z_,:_+-___ 2_7_8_4_. _O_O_-+ __ i0_6_5_._7_S_ -1 5 ~ 9 -~~ (__ ST A . I 7 5 • 00. 00-l 86+ 00 . 00 ~ r"i" 31°:-.iO' 15" 2416-00 1342.50 , 689.07 -~. ~--~---:,: v ---+-----PREPARED U-t.fo_E_R_ _ ,--,d,------/., J .... a.,,8 i' 25'51"'9" ')-7!",300 10',''.87 I_ ,49 2,., M.ARKDATE LlESCR!PTION ,., SHEET ----...,.-<::.J:,;, • ;:, ,, -• , SUPERVJSION Of.#"1"' 22 7 a, ' r 2&' lb' 280_7 ___ J_G---l------·-+--z--,111--1-----SsR"E~V~l_S~l_O_N~S-----;pJ~A-M_E_S A-D~ R-C-E-26936 I t;j 1--sv➔'c--+-'. ____ ----1 462 _0_7_--t---:-:-::---,--:c---to"'e"s"-1"-""cNrn B.L scALE I. oA'rE owG. NO-of :ii L..-----------------------------------------·----------------------------------------'-_.1_·.;-;;4::0a:,' _ _,_ ______________________________ .i..;."ci',.c);._. __ ..;.3.;3_'.;1.;2_·_4.;g;.•_...,.;2;.a;.4..;.~.;.·;.o.;o _ _....;1.;6;.4;.7..;.· 4..;.1, __ .,' • ..,,.;s.;4.;1_ • .;b;.O;., _.a:;o.::R.;'-.::"'""'D"'J"'_"w.,··-_+ __ = .. ,;:.H;;;t.::c~K-E;.:·-o'"· _.J...,D ___ ,-J-.;As::,,:s;:.";;;□.::wN;:,'.i, ,· ,.,....,.,.,,.....i,,-.,,-.,,.,..,.,.,,.-,..,.....,.,...1._,,2:,,::8<-9::<.,c,':;:; •P•SL S.J,H,R STA,175+00.C0-186+00.00 -52[0.23]PF• 3091 107 1 5-Mar-89 Oi'•46 AM/ 3091-999 ,. .---------------------------------------------~------------------------•• ·~-----·--·------------------------------------------------------------------------. ---.. , .. ' - - ') - . ..t-. 186+00 =-'---B"C F. LOCAL. --l oo:o·-- 187+00 c.a. •/7 N.r.s. - . t .. --_ I - ----- } . -J-. .. . . . . .... :too -_-j·: ~---1 •• ' • -----, 188+00 LtJCAL 189+00 C . .B. •;a N. r.s 1 90+00 HORIZ• 1 "=40' VERT, 1 "=8' PLAN 1 /2 0 2 ---3 Inches on orlglnel d r-ew Ing 194+00 195+00 196+00 CURVE DATA 0 DELTA RADIUS LENGTH TANGENT 0 35•20·00· 2400-00 1521.93 787.53 0 36'20'00" 245: .oo (§:: 36' 20· oo· 2355. oc 1--ii--+ ---------+-------+-----------+·------- (,) 31 • so· 1 s • _2_4_1 _6_. o.,..o~--+-1_3_4_?_-~s~o~1 . ssg. 0_1_-1 r,, 1ao•oo·ao" z.a,:, 0.Zti' ' ""' f ·1 1554-27 804-27 ---+-------ll 1495.29 773,75 197+00 CONSTRUCTION NOTES CCNSTRIJCT .oO' A.C. OVER 1-82' A.8. CONSTRUCT ~A2-8" TY~~ CURB & GUTlER P[~ A.0 .\J.A, STD, 104-0, COM~TRUCT MEDI/'.~I TAPt.P, PER 11\,P,\i,.A, :vi. 1oe o. CC~SIRUCT TYPE "Al-8" CURB PER A.P.W.A. STD, 104-0, CJNST~UCi s'-6" o.c.:=:.M.A, STD. WIC° COhCRETE Sl□EWALK PER 1205- "L" ?ER ?LAN, !JES g5i:;¢,tl.. llGRCOII CONSTRUCT LOCAL DEPRESSJON PER CIT'f OF NEWPoRl BE'AC.H STD., SEE DtTAJL HEREON. CONSTRUCT PARKWAY CUL'✓ERT PER O.C.E.M.A. STD.# 1309, TYPE "B'" LANDSCAPED MED14N TYPICAL SECTION FER DllMA STD 111+. CONSTRUCT 10·.o· w:,Jr,. CONCRETE SIDEWALK PEP O.CE.M.A. STD. 1205 C0li3T/ff.JCT (-G," ;,.'O;'";C /•/OW srt(!!"A5 .Pt/'C DETAIL ON 5/-/{ i27 PREPARED BY -.. I ,., < ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ~ 1----------------------1 (/) STREET IMPROVEMENT PLANS FOR SAN JO~b~1981 HILLS ROAD STA-186•00.0D-197•00.00 (;5-+---0-2° 29' 24" 2412.. u·---o--+---;-c4:e·i • 52 ... 2 -+- >-z w ,: w > o· 0:: 0. ,: 1-;;•<,:,,,"'-+---0-1-• 0·6-'_2_9" _________ " ___ .. +----------------MARK.ID o~ATEi DESCRIPTI.O.~N---IPREPARED UNDER /,? s-HEET '--..'..) 239/.(;0 4E.36 23.18 - - -SUPERV]S;ON OF U', 2 1--©.s,~+-----0·2·-.-1-1_·_1_0--·--+·23-93,co·-+---9-1-.30 :··1:..,-,.-6-6---I REVISIONS JAMES A-.. !l.A -~R.,.C.,E-26936 28 B ---1---·+ ---· ··----DES1GNED. B SCAl E DATE DWG. NO. Of a: 1•=40• 9 2s 0 s1•19n 2333.0(J 1079.81 S43.29 oRAWNO·J.W. CHEtKED ASSHO'i,'N 2 t--L------------------------------------------------------------------....i.--'--""---''-------------------------l..,;"""..l..-...;;.;;_;;_,.;.;,_..i...:.;.;;;;.;.;,;;_,...1,....;.;;_,.;.;,;_,....1,...,..;._;,;;.;;;;.;..._c:;:::""-="--.,1,;;:~~~-=1..::a...':.:.!:a:.:::.:.J... __ ...,., ___ __,, __ 1...J=l,l"'-.J<r. •P•ST. S,J.H.R STA.186+00,00-197+00,00 52l0,23JPf-• 3091 108 15-Mar-89 08157 AM/ 3091-999 , ' LoCAL. 0EPRE5GION OerA/L C.B. # /9 N_T5 LoeAL. 0EPRE55/t:)N DErA/L. C.8. •20 CONSTRUCT I ON NOTES CONSTRUCT 0.50' A.G. OVER 1.82' A.8. CONSTRUCT "A2-8" TYPE CURB 8 GUTTER PER APWA STD. 104-0 ~.o~STRUGT PARKWAY CULVERT TYPE "s" PER 0.C.E.M.A. STD 1309 S PER PLAN. CONSTRUCl" MEDIAN TAPER PER A.PW.A.STD. 108-0. CONSTRUCT TYPE" Al-e" cu RB PER A.P.W.A. STD. ro 4-0. SAWCUT 8 REMOVE EXISTING A.C.JO!NAND COLD PLANE TO SATISFACTION OF ENGINEER. 40 CONSTRUCT 8'-G" WI DE CONG. SIDEWALK PER O.C.E.M A STD. 1205 241 G01\ISTRUCT TYPE "A" ACCESS RAMP PER A.P.W.A. STD. I 02 -0. CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD, 109-0 CONSTRUCT LOC~L DEPRESSION PER On' OF NEWPORT BE'AC.!-1 / STD.> SEE DETAIL HEREON. CONSTRUCT 1'6" CONG. MO...V STRfP PER DETAIL ON SHEET 227. CON5rKVG7'4" 7]1/C.!( CONG. MIEDIAN PAI/ING PeK a.c..e.M.A. ST'o. lt>P-O-oc,. CONSTRUCT 24' WIDE COMMERC!AL DRIVEWAY PER 0.C.E M.A. STD. !210. REMOVE EXIST.CAPA'-10 JOIN EXIST. IO"WATER LINE. CONSTRUCT .51/RIIEY .UO/V/./ME.Vr T>"PE':t!" Pe,eo.ce:..v.,4 . .5/"0. 1-,0~ -------------------------------------------------------- - PLAN - 0 0 + U) !2 • <t t-(J) UJ - z -...J :I: <.) I- - <t ~ ® , CZ ------ PAVEMENT MARKING PER CALTRANS MANUAL 8" SOLID WHITE STRIPE. DETAIL 36 4" SKP WHITE STRIPE, DETAIL 9 12" SOLID WHITE STRIPE, DETAIL 39 PAINTED LEGEND WHERE SHOWN, ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 ------- ©)} R2i XXX ---- 0 12" WHITE STRIPED CROSS WALK 4" SOLID YELLOW STRIPE, DETAIL 29 VERBAL LEGEND 4" SOLID YELLOW STRIPE, DETAIL 22 BIKE LANE 6" DASH WHITE DETAIL 39A 4" SOLID WHITE STRIPE, DETAIL 38 BIKE LANE 6" SOLID WHITE DETAIL 39 -- t<'e>I @ Wl7 36" STOP RI 36" ~RIGHT LANEl ' I TURN RIGHT : ' __ ,_}) j MUST Rl8 (RT) 36" _,, .... i ,.-EX151. ZZ' / ESMT SIGN LEGEND (~ II SPEED LIMIT STREET NAME SIGN PER _0.C.E.M.A. STANDARD 1407 ® W7 30" R2 ® - SIDEWALK ., ,---------~ Market St ' G7,6" U.C. AND 41/2" L.C. LETTERS MOUNTING LEGEND 2" SO. PERFORATED STEEL TIJBING R~26R STD .. SZ .. WITH BREAKAWAY BASE (STD. PLAN 1409) / ~ BIIE LANE R-81, 12"•8" ® TYPE N-4 WM I .... l W56, STD. SZ. --·---· --·- Stt,ndtofd 48" • t•" 0 0 -------· -·, ------------------.. -----_(M/XL j fASE□ ' '' t/_ ?_~?. /3/A~_ r:1:.1~_ (}:'-:::;i:-: ----,. _,c=IO' --------. ----------·-----__ ,,,, ___ . --······-- -+ ,----~----' ': .•. -. ·. -~ "' ,-- "' - "' -~------137+00 ---- C ;,: - /~ i --l - -. - \.RAISED ----16/j-i-UU -- I Ii) I 2f , ,i...1±'__ I --4 _(j) I I ' I I I " 0 = = I v, ' "' ' <z: I I_, I l.!J I)--~ / 11'1 I I I I I ~)I I I I MEDIAN- ' ' -- -- --.. -. ; . - -----' (Y)J~ "zY~ wuuLE (\: MEDIAN lrnGrn 13-ef-t-vv -140+00 I 141+00 ,c~ /"' j-\YJ r ! ~ - - - - ~ R 2 E, '--'= J ----------- -(lj', ~~.--- -- "°' l .. , 0 8 --- ::=1 I SllllDBLAST BXISTIWG 8TRIPIWG llD USllL IUJIOVAL SURPACB WITH o.c.s.1<.A. JIPPROVJID ■DL COAT, RBKOVE Ill TOTAL BXISTIWG TIIAJ'FIC BICDS AND BARRICADE WHICH INDICATE PRIOR END OF STREET CONDlTION t-.1ND JELIVER TO THE CITY OF NEWPORT BEACH GENERAL SERVICES DEPARTMENT. REMOVE EXISTING RAISED PAVEMENT MARKERS AND REPLACE IN KIND. REMOVE EXISTJNG STOP LEGEND AND SIGN. - - . ~--' ' -• L_ l--\KX LJ '-\KXL) 't ·-···----142!00 -··----,----· -144~00·---!43+00 Ii' • .._ !3 '-b~ ~Dal./\[ K J I ~ -- lUJ O [N] --- I I GENERAL: PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION.. IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. IBOL NOTE 17. -------------------- - - !45+00 Ii' - 1 [Q) ------ - I I s I -" Ii~ y r:::::J I -- W :: WID 1fH OF i .EFT TURN POCKET c a LENG1 H OF TAPER - - X = DJSTANCE fHOM POINT "A" ALONG EASE LINE ·y = OFFSET FROM BASELINE AB cc EC = CD = L /3 --- '-(KXL) ., •· "' - ~ o..; A6+00 c;-, - ... .. ---- - - - --• i! fJ) X-7 AB' AND C'O' ARE PARABOLIC CURVES EXCEPT ON CURVED ALIGNMENTS SINGLE LEFT TURN POCKET L•90' W,JO' X O' 10' 20' ,o· 40' 50' 60' 70' eo' 90 ' y ' '' ,. ' ' ' ' .. "". '' . : -.. - - I'--v -• <C I-U) UJ z -...J J: u I-<t :E -rt) C\J I- UJ llJ J: U) llJ llJ CJ) NOTES, DETAIL A RAISED MEDIAN MARKING \==~ i \ ' . I \· /------,;. [_I] MINT MEDIAN NOSE WITH H!l,'.;HLv REFLECTIVE PREMIX.ED WHITE TRAFFIC PAl'I. T WITH G-ASS SE.ADS ~ INSTALL ~L£XIBL': VERTICAL TYPE I( MARKER, IP, RIO 00 TYPE N•I 0'-1 TELESPAR l=QST AS ND►:ATED a,. PLAN ~ NS TALL "El.LOW RE~LECT!VE PAVE t..1EW: MA.AKERS 0-0 T()P SURF'ACE OF MrnlAN c:..,,a NOSE A' 2' CC S?ACIP',I~ O,UNl'-4'JM 5 MARKERS ) P\.ACE RE.Fl.£CTIV[ SURFACE 0~ MARKERS ~r:!:ALLEL TO \_ CF ROA.DWAT 1/2 0 2 on '1 rig in a 1 PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STRIPING PLANS FOR SAN~ HILLS ROAD STA.127•b4.67-147•00 .. 00 2 ◄ " " 2 ' ◄ 1 ~).00' 0.28 u,· .50 '1,83 7.50 8.B~ 9.12' 10.0' 4J7 \ I ; ,_M_A_R.'(~DA_T_r~ __ 'JE_S_CR_I_PT_I_ll_N _ _,~D~~~e~~l~~D~~ 0 --~ 118T i / DETAIL "B"' ----_R_EVJ_S_IO_JiS~_ ,.[AMES A. DA R.C.E. <'69.56 0: / DESIGNED _8 ___ _ _ SCALE DATE D\JG. NO. OF ~! f ._ ____________________ --;;; ______________ -----------------------------------------------------------------------------------------------"'D"'RA"'W"'°N""D.;;·J;;;.W..-~.....,.,:;CS;aE.aC:aKE.aD.J'-_;;;0~=-"A"-S-"S"'HD;.;W"'-M~---'-------...;;2;.;8;.;9;_,-1-tn;J •P• S.,.RIPI:\:J STA.12/+54.6/-147+00.00 -111:Jto,23lPF: 3091 1702 26-Mar-59 07:54 AM/ 3091-999 r F" • 0 0 + IC) ~ IC) --~ . -<t ~ I-(/) "' N 1.1.J z ,,., -.J :':: J: -u I-~ <t . . :E 0 0 + r--ov rt') - (\J <i 1-I- 1.1.J (I) w J: 1.1.J u,z -w.J 1.1.J J: (/)u I- <t :E ~~r _. __ '·-+ "n,. ---.. ,_ . - ~-___ ,. . "" - ~ -,n N '"" ,,., - - "' EL [APJTAN DRIVE I I ---.::-A_K, L M R81 . .I •' - - -----=-------__ --~-_ .. , ------.. 1 0 0 ±. --I - _jC-<+•9,-, ,,,.....,,+"" l...rt~ISED MEDIAN, @)-~..i.....- r<:!) , 't-' " -----------==--- -. . 1-/--,-~------------\-'------------c~'==~~.--=-=--=~----~-.c-:----=3 ·.e··/')IDfiJAj.!\;' _ H------------------------------------I I © ~ (0 GENERAL: PRIOR TO FINAL ACCEPTANCE Of STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION. IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. --- 1·10 " i • I C l TYPE N-4 [Q) ® ® ® @ ' ® ® SIGN LEGEND STREET NAME SIGN PER O.C.E.M.A. STANDARD 1407 ., --- PAVEMENT MARKING PER CALTRANS MANUAL ---, . BIKE LANE 6" SOLID WHITE DETAIL 39 4" SKP WHITE STRIPE. DETAIL 9 PAINTED LEGEND WHERE SHOWN. ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 Market St ' • G7,6" U.C. AND 4 1/2" L.C. LETTERS © 0 (0 12" WHITE STRIPED CRDSS WALK ~ Bil£ UNE W5'1 l.+I St•nd■rd 48" 1t 24" 'I SPEED LIMIT STOP R-26R STD .. SZ. R-81, 12"•8" W56, STD. SZ. W7 30" R2 W17 36" RI 36" ® (0 XXX VERBAL LEGEND MOUNTING LEGEND 2" SO. PERFORATED STEEL TUBING WITH BREAKAWAY BASE (STD. PLAN 1409) 1/2 3 l :1 c: hes J C u•1 ,:r'igi7ol drcw'ir1g ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STRIPING PLANS FOR SANS~N HILLS ROAD STA.147+00.00-16~+00.00 "' z -:::, 0 < 0 7 z < Ul CJ) z < ...J 0. -------------------➔··-·f-P·--·-· -."· ,-·-p~---------···-·"·-··-·----· "7'""!-------1 MARK D1\TE DESCR!PT!~;N PR ____ A.RL~ ,JNu:-_r< d_, ,(.. .. -"/i SHEET ~ REVISIONS SUPERVl~lON or , 23) -___________ ----··-· JAMES_A~_D __ E __ ll.C.E. _26936 o. DESIGNEO __ §. ------~--SCALE. I DATE ' DUG. NO. OF ~ l...---------------------------------------------------------------------------------------------------------------:::-:-;:,;;:-:-::-:7:;:-:l";'OR;'"A7'WN:";_"::D:;:·J~IJ'7,';_~C~HE;"-~;~r'XfD _ _.,;";/O':";:";;:"·-i;:A';'S';:C;",H"'OW'f;N::".:-:';::-;"-;".;-::~:-;:-:~;:--:-:;-:~2';:'8:-'9:_.ii; *P* S"TRirING GT.A.147+00.00·1f.5Fi+OC.8Q -115lC,23J"'', 3091 1703 2-'3·Mci·-89 09:31 AM/ 3091 999 I ® (c) 0 --- r PAVEMENT MARKING PER CALTRANS MANUAL 8" SOLID WHITE STRIPE. DETAIL 38 @ 4" SKP WHITE STRIPE. DETAIL 12 XXX PAINTED LEGEND WHERE SHOWN. 1·~ --~ ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 /Y, ~-J R26 -----e:c.::..::.=.=:;c_;;::;;..;;:==:::::....=::::J.:=c.:..=- '"" w --z ~ -...J ;,. :r: ., u I-<( ~ --- - j, - lRAISED MEDIAN, ~ [NJ J (Q) IA '" -I.I . ----- - 12" WHITE STRIPED CROSS WALK VERBAL LEGEND 4" SOLID DOUBLE YELLOW DETAIL 29 BIKE LANE 6" SOLID WHITE DETAIL 39 lr,\ w HDLE I.. Z:;, MEDIAN l£NGTH ® ® STOP / 0: l',c9._ 0~ / 0:t:f' ' 0 .. ' t 8' 6 "(SIDEWALK - {B -10' SIDEWALK 159 ... no \/0+00 ' VJ' REdSJ CI) ., - - --- ' (PJ SIGN LEGEND Market St ' j G7.6" U.C. AND 4 I /2" L.C. LETTERS ' W17 36 .. W7 30" , PARKING R-26R STD .. SZ. RI 36" TYPE N-4 .~---y '. 7 ·1 +00 ® on All. A" Yi FE R 7 SH1 El□ I I SPEED LIMIT I STREET NAME SIGN PER O.C.E.M.A. STANDARD 1407 -- ~ R2 (45) [Q) ' ANY I TIME W58 ® ---- - R-81, 12"x8" W56, STD. SZ. ------------......::::: -----.............-::::_ -- r;Q, g ~) ---,---+ .\.;i -------_,~-----~~:::=------~ •• ---~'-" ---1/~------~ ----::::.:.:-~ -. .-T·-~ _ _, J ___ ___. ,-r,n - · m:,o _ ••••• ;1 ~ ---·~ -=~~/-: l ___ ___....--:::;;;=----~ --/ ___ , ~ -- ~------/n\B. ------------\...::l"l--------G),i ------~--· -~7-------=~--- ~\ \::.I -·----------------:--i GENERAL: PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER Of THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION. IN A MANNER MEETING THE APPROVAL Of THE DIRECTOR Of PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. MOUNTING LEGEND 2" SO. PERFORATED STEEL TUBING WITH BREAKAWAY BASE (STD. PLAN 14091 • C 2 3 lnc~os on Jrtgi~ol drGwi~g ORANGE COUNTY ENVIRONMENT AL MANAGE~1ENT AGENCY ~ ----------------1..J -:,: STRIPING PLANS FOR z -::, 1 SAN, Jf Aq~\l\N ~ 1 HILL~ \)~OAD ~ ,,o,i J ,-,0,-•• S:\";,IT,;C4 1 - 6 i,:; 5 1,;.~~~o4, __ ~-1,-~~:~;:;~ SHEET ! . 1-------REVEi __ IO_t-.f_S ____ JAME~L_A. D .. 1 ... Be_Q,.E, .. Zp9J.Q.. 232 ;;: DESlG\ED __ 8~--_ .. ,_~--~~ SCAI_E DATE I Dw'G. NO. Of ~-'----------------------------------------------------------------------------------•---------------------------------..i.:.D.RA_,_,~D~-J-~W_..-.-~c~H~EC~K~rn-/~D-""'"'AS'-'"SH~.o~wN.._ __ ..._ _____ _.._2_8_9 __ ➔ ~ •P• STRlP!NG STA,i65>00.UD-1861-QO.OO -1l5[0,23lff: ,30'31 1704 2B-Mor-A9 09:50 A'1 / 3091-999 0 0 + l'-0) • ct t-(/) w z -...J I u t- <t :::?! -.. . .• . . ---· ., ... - ,r, - --~=-,r, OJ -· . .. . ,r, ~ . . "'. -- - /Ji RZ Ct5) jB p -~ . . . . -·-·-· --- G)J (3Y PELICAN Hill RO p H ,\ l J ~----11 .. • ""+"·~ OQ+ "" r-CB (y>, ( ) --· 15' f,. S'IDEWALK...:,-__ ' K1 R1511F@ ~~ 100' SPA[ING ~/ !1 o I I: I \ ': I '1 ~\! f-:::j \ ~, ~ L ; 101 SlDEWALK --, ',. • .... ' 1, ,< . ,._ .. -.. ""'" . __ ,, ___ --. @ . WHOLE • (1 I 'M[DIAN LENGTH \.RAISED M£DIAN·, I .. -··,r<+ "" ... ~ '"'" 1 .,.,.., ... ' \ .. . --------,---....__ I~-------------. ·----l ' IA PAVEMENT MARKING PER CAL TRANS MANUAL 0 8" SOLID WHITE STRIPE. DETAIL 38 12" WHITE STRIPED LIMIT LINE ® 4" SKP WHITE STRIPE. DETAIL 9 XXX VERBAL LEGEND © PAINTED LEGEND WHERE SHOWN. , ----BIKE LANE 6" DASH WHITE DETAIL 39A ® (0 @) \ 300' GENERAL: K ~) " •"" \ ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 ('Q C-0 4" SOLID DOUBLE YcLLOW DETAIL 29 12"SOLID YELLOW STRIPE KZs 0\ \ ---· . ; ~-_·,.;_ • . ' . -.. .. I I ~ / 0Y (r) G'.: ~ \ .. ,J•OO \ ~A A). ""· r® '\ _\ . ----es, -• PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION. IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. .. -- .. , .. .. .. ~ ... . . , ... ,r, ,::, .,. 204;\ u . ~ BIKE LANE 6" SOLID WHITE DETAIL 39 12" SOLID WHITE STRIPE, DETAIL 39 -(L I L~N~6 J , 1/ I" .. .·· ·--\-· j / . , .. >-;·~;;~--/ / DElAIL 'A" TTPE .. :::J -.___,,,~ R7 ISHT. DO .. '\ 205,~ I[)\ .._r--~Y !"IIA ~ E STU 92/ I ~I . ..,. - cf).~/ 1 ~y , G ID) I I I d a: _, _, -::r: (p R , Lj \_ ® ' ,.. I I (P) STOP STREET NAME SIGN PER O.C.E.M.A. STANDARD 1407 W17 36" SIGN LEGEND ® lsPEED II LIMIT I , I PARKING ANY TIME W7 30" R2 (45) R-26R STD .. SZ. Market St G7,6" U.C. AND 41/2" L.C. LETTERS ® CD @ ~ R-81, 12"x8" / BIKE LANE "If .. 0. 0.00,•·· / W58 0. • ' TYPE N-4 (~I 0 .. , .. ® ~' W56, STD. SZ. . u Stendanl 48" • 24" C 1,,, r::_9 R~ MOUNTING LEGEND @ 2" SO. PERFORATED STEEL TUBING IONLY I WITH BREAKAWAY BASE (STD. PLAN 14091 \:: -. -. . / • "l'1 0 2 """"""'.................................... ·-· ·-···· - 3 inches STRIPI~G PLANS FOR SAN JClffllo,~89 HILLS ROAD STA.186+00.00-205+77.49 --------------------------------------------------------------------------------------------------------------- \ \ -----"----w 10'TYP. 19' • I ! I \ ! I. - \ \ I I ! ! L !.\ "' \ ; l \ ({) / LI ! I I I ! \ \ \ ! \ \ \ \ (J) (/) 14 ' I I I -----:; / I ! SCALE SCALE POO' \ I ' I i I ' \ \ \ \ \ ~ NOTE: • \ ', HE 40'SCALI! PLAN FOR VAl'.vE 1 ~ SIZl!,STATION NUMBER & GALLONAGE \\ \\~ ! / I I \ \ I I / ! ,l. \ I / \ / I / / \ \ / I I I / I I ! I I \ \ I ' ' ' I J \ / I I \ < \ \ ! ! \ ! \ \ I ' \ I \ I N \ \ \ \ I \ \ I I ! \ \ ) I ! \ \ / \ I \ ! ! I \ ! • I \ \ \ l \ \ J I ' / I ! ! FOR IRRIGATION DETAILS SEE SHEET 265 \ I 1.& '11-17 \ \ I /'If!." I \ \ \ ! I ' FOR SPECIFICATIONS REFER TO SPECIAL PROVISIONS - .J \ ' I \ ' \ \ I \ \ \ \ \ \ ! ! \ \ \ \ \ y \ I I \ \ PELICAN HILL ROAD, SAN JOAQUIN HILLS ROAD AND SOUTH UPPER LOOP ROAD I. \ / I \ ~1·"'. ·' . , , ' ' 'f ' I I I I I \ ! \ I ; ; I I ! !i ' I I . ! / ! I i2 \ I \ I \ I \ \" \ I I ' \ TI-IE \ \ i{ ; I 1 ; 'i ; ;! ; \ \ \ KEI1H CDMPANIES \ \ \ •i'!a,.nfrlJ! •Ci,·,! F,;!ti".-<-rl"g •M.l)il11<.i11•'f' ''"'""'-''/" .'u-.:l>rli'<!ri'~ •L.md '"" e,•111 •Co,1s1n,,,,,,,. .lkm"II"'""'' ORANGE COUNTY ENVIRONMENTAL MANAGEMKNT AGENCY. IRRIGATION PLAN SAN JOAQUIN· STA. 127•66,80-141+00.00 DES -RIPT O PREPARED UNDER _.M_A_R __ D_ATE i._; i cN __ _, SUPERVISION OF. 1---~R-EV~ISIONS J DESIGNED 1-C=--~=----SCALE DRAWN_ CHECKED. JJ.l~--AS SHOWN SHEET 234 Of 289 '\ \ \ \ ' \ ' \ \ \ ' \ \ \ ' ' ' ' I \ ' ' " I I \ \ ·, \ \, \ \ '· \, ' \ I \ \ \ '\ \ ' I ......... , .. ·-"'"'·L. \ ' ·--~"" .::::-·-- ' \ \ \ ' \ ' • ' ' /, / f ! ! 1/ i f I .\ ' , ; I ' ' . ' ' \ \ \ \ \ \ \ \ \ \ \ I \ \ ......... 11-14 \ \ \ \ \ \ I • c-+t/N " " ..... , ·--... "•--.. ,, ' ,, ' ..... ' "' \ -1\ " """ "·-,,, ' - I \ \ C ' / / / ' ; / // / / ' / ' I / / / ' ' \ I I I ' 1 I " .; ,' \ ' i ' ' I ' \ / I , ' \ ' \ " ' ' ' I I I ' ' I ~--- i ' I ! / ' ' . , I ',_;, j j l ' ' \ I \ \ \ ' I. I I I " ' I POINT OF CONNECTION TO THE EXISITNG 2" OOMESTIC WATER METER INSTALLED BY 1.R.W D. RUN A 21/2ff PVC CL 315 SUPPLY LINE TO THE 2" BACKFLOW PREVENTION DEVICE LOCATED PER THE APPROVAL OF THE LANDSCAPE ARCHITECT. THF: SYSTEM REQUIRES 57 GP/II MAX. AT 99 PSI MIN CONTROLLER 'H' LOCATION. ISC•24 WALL rv10UNT CONTROLLER IN A VANDAL PRCX)F ENCLOSURE, SEE OETAIL 'H' FINAL LOCATION TO BE APPROVED BY THE lANDSCAPE ARCHITECT. COORDINATE THE 120 VAC POWER TO THIS LOCATION AND MAKE THE FINAL HOOK-UP, PRESSURE CALCULArlON F(lF,i \/AL.VE H-1 @ 57 GPM 2" IRRIGATION WATER METER@ 536' EL. 2" BACKFLOW PREVENTION DEVICE PVC MA!N LINE PIPE ELECTRIC CONTROL VALVE. LATF.RAL LINE SYSTEM LOSS PR!:::SSURE REQUIRED AT SPRINKLER PRESSURE LOSS DUE TO ELEVATION FITING LOSS (20% OF PIPING LOSS) MASTER VALVE ' IOTAL PRESSURE REQUIRED FOR OPERATION •• '"• , , , , ' I \ I I \ ' \ \ f' ;: .\ \ \ \ \ ' \ \ \ / ' \ l \ \ \ ' \ (· .. \ ' ' \ \ \ 2.4 8.8 12.54 4.0 4.0 20.00 40.00 3.31 3.0C 98.05 ' t \ \ \ ' ' \ ' ' \ \ ' i'," \ ' ...... \ 1-9' ' ........ TYPICAL MEDIAN AND PARKWAY BLOW-UP i 1 ~"---.. /?844 . \ / / ' I ; I I i / / ·:,, 21!5' 304' - l I I / / I ;/ ! ! / I TYPICAL •c• 54GPM SCALE 1 "130' TYPICAL "A• 'ZSOPM SCALE 1 ",:JO' NOTE: HR 40'SCALE PLAN FOR VALVE SIZE,STATION NUMBER & GALLONAGE ";/Ji':, L~.vv Y:::>'J ✓ /' ! j .... I \ .., ' \ I '. I \ \ \ \ \ \\~ '\ \ \ \ INTDF ~~N<CTI ·,N,ToqHE\cXI\SITN/, 2" DOMESTIC', , wA'TER METEf:l INSTA\,LED'aY l'RW.D ,:SUN A 2 112· eve' ~L 3\5 StJ.PP\-Y'\JN!c TO l\,E 2" B~CKFLOI!/ PREV~TION , ~VICI;' LOyA'(ED P~R T~EAPPfOYAs OFT~ LANDSCJ;,f'E _ 1:-RQHltEC,\ , . 1 \ '\. '7, T~E. SYSTEM ~0,U!l1_ESi541f>P~ Mf.X\AT 75 PSI lvl!_N. CdNTRO(LE~ 'G LOCATION. ISC-24 WALL 'l,1<)UNT . U)NTROLLER,IN ~ VAND!\L PROOF ENCLOSURE, 'SEE DETA1L H:. FINAL 1 (?CATK)~ TQ BE APPRO\/.ED •BY THE LA~DE\CAPE ARCHIT\lcCT\ COORDINATE Tfll>- ~2:o VAc0POWE,R T() l(,HIS\LOCAT\ON'f\ND ,MAKE THE F!~AL1HOOK-UP. \ 1 \ , \ ' \ ' 2.70 5.8-0 74.74 I \ ' ,, \ ~ERE llil(OWNtJNE' ?/PE ~~ES e<;lNCRETE , ~IN'l;HANNsL~. IN$TALL,PlPE IN A 'QALVANIZED •[EiliVE,';sEE oe.Tli\L ""' THE DETAIL sH\ET. ,, \ \ ' ' \ ' \ \ \ \ \ \ ' \ \ \ I / 1/ \ \ FOR IRRIGATION DETAILS SEE SHEET 265 FOR SPECIFICATIONS REFER TO SPECIAL PROVISIONS - ' i l \ ' \ 0 ! ' ! / \ 1 ' j ' PELICAN HILL ROAD, SAN JOAQUIN HILLS ROAD AND SOUTH UPPER LOOP ROAD I \\' \ 1 \ \ I \ I I I / ' ' I ' . \ / \ i •· ...... I ' / t •· ..... ' I ' I_ l \ '1 ' l L .. L'. .... ,. ' ·;., L """""11~ss"'·,' ,i-~S A . 0 indtes ,;,ri '-" • No. ?693€ 1 .~x,1·, .3: 3l·iM ,;.' / • : '.,.f1v\y,,7,~..,.":: ,'..,-t!f:T~: \J \ ' ' \ \ I I I \ ' \ \ . \ . I i . • I I , : .. f i / i. I I \ . \ \ \ / , f: '.!; \; ' \ 1 ' ' \ I. \ I \ \ \ ' \ I '\ \ .\ ,\ \ \ V ,. F ; . - lHE KEITH COMPANIES -,V,(J &:J.r!r 5"'11 Costa ,,,_.,,~, •a• ,_ ·-· ·--· •IAnd.\:,,n....,_ -~-*-, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLAN SAN JOAQUIN STA, 141,00.00-155,00.00 MAR DATE . DESCRIPTION PREPARED UNDER =~--< SUPERVISION OF REVISIONS JAMES A. Al£ >---------~~ ---·-·· SHEET 235 OF DESIGNED SCALE DA'.l'E DWG. NO, DRAWN CHECKED._, .JJJ, __ AS Sl!OWN 289 I \ \ ', \ \ \·, '-\ \ \ I \ ' . '. , ' • I \ \ I \ \ I \ I I / • I I 9 / . I / j i / / / ,,, I • I --.. POINT OF CONNECTION TO THE EXIS!TNG 2" DOMESTIC r __ r WATER METER INSTALLED BY 1.R.W.D. RUN A 2 1/2~ PVC I Cl 315 SUPPLY LINE TO THE 2" BACKFLOW PRl=VENTlON OF.VICE LOCATED PER THE APPROVAL OF THE LANDSCAPE ARCHITECT. /-, f i , I f-', , / , , , , / / / , I I I , ,' ( ,' I I I , ',' / . I .. ' -/, ' . . - , i , f • I / ✓ , ' . , , /, ,' , ' I I r ---~ --U{£_SYSTEM REQUIRES ·57 GPM MAX/A'.f _\o_2 Ps1_f;-1tN. CONTROLLER 'E' t.: CAT1q·N. ISC-3;iWALL Mq!UNT \ CON rROLLER IN A VA 'PROOf,,ENCLOS_LIR~, ·S.E&D'EfA1b'.H'. FINAL L~CA,::t:_JONTO B~PPA9VED BY THE LANDSCAPE= ARCHITE~T. coat[){NATE THE - -120 vAc POWER ro-rH1s Loc,4T10N AND'-'1AK~ THE • -FINAL HOOK-UP:· ✓_;4··,,, • \ I. , ,, , / . -} i , I , , / J ·r ' I I \ . ' ,, \ \ l ' I ' I • ' \ ' ' I ' . ' I \ ' I \ I . ' ' I ' . \ t \ \, \ ' , 1 , I ' I • I . .\ ' I \ \_ .. . . . ,,, ' \ \ / I I . I I I , 1 / / i i ! I • /- ' . /, I I I i ✓ \, ! ' ' . I : I -. I ; i , POlNT OF CONNECTION TO THC. EXISll NG 2" DOMESTIC WATER METER INSTALLED BY \.R.W.O. RUN A 2 1/2" PVC CL 315 SUPPLY LINE TO THE 2" BACKFLOW PREVENTION DEVICE LOCATED PER THE APPROVAL OF THE LANDSCAPE ARCH:TF.CT lHE SY~TEM REQUIRES 57 GPM MAX. AT 75 PSt MJN. CONTROLLER 'D' LOCATION. ISC"24 WALL tv10UNT CONTROL LEA IN A VANDAL PROOr-ENCLOSURE, SEE DETAIL 'H'. FINAL LOCATION TO BE APPH.OVED BY THE LANDSCAPE ARCHITECT. COORDINATE THE ,120 VAC POWER TO THIS LOCATION AND MAKF THE FINAL HOOK-UP. PRESSURE CALC'OLAJ!ON FOR VALVE D-24@ ~ 4 GPM , 'I """"!-, ''<·?'--:~ \ I ,/$);}{[~ -:ft)~ !fir?'~ ·~"f, I"' I \;, 1~t . IIIJ. )69316 r, ·,,; \·1{Yf' l1-3/·ft3 l*i I I I I ---------.1 ~--1 POINT OF CONNECTION TO THE EXlSlTNG 2" DOMESTIC WATER ME: TER INSTALLED BY !.R.W.D. RUN A 2 112" PVC CL 315 SUPPLY LINE TO THE 2" BACKFLOW PREVENTION DEVICF LOCATFO PFR THE APPROVAL OF Tl~E LANDSCAPE ARCHITECT. THE SYS 1 EM REOUiRES 57 GPM MAX. AT 98 PSI MIN. CONTROLd~R -'C'_ LOCATION. iSC·24 WAIL MOUNT f---f CONTROLLER !N A VANDAL PROOF ENCLOSURE, SEE DETAIL 'H' FINAL LOCATION TO BE APPROVED BY THE LANDSCAPE ARCHITECT,, COORDINATE THE 120 VAC POWER TO THIS L09-'ATION AND MAKE THE HNAL HOOK-UP. PRESSURE CALCUIATlqN FOR VALVE c.14 @24 GPM 2" l~RlGAl!ON WATF,:fi MFTER@ 612' E:L 1.60 2" BACKFLOW PREVENTION DEVICE 8.50 PVC MAIN LINE PIR£ 3.65 ELECTRIC CONTROL VALVE. 4.00 LATERAL LINE SYSTEM LOSS 5.50 PRESSURE REQUIRED AT SPRINKLER 40.00 rRESSURE LOSS OUE TO ELEVATION 29-44 FtTING LOSS-(20'% OF PIPING LOSS) 1-83 MASTER VALVE 3.00 TOTAL PRESSURE REQUIRED JOR OPERATION 97.52 , I I ! 00 / ;:----Ut,,g; /?? 0 ! ; . a ,, ,/ p p 7 ( w1 TI-IE KErnI ffiMPANIF}, --~ ·o• ,_ __ ·•--•um,ts,,,......., --... ,,, - ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLAN SAN JOAQUIN HILLS~O~iq STA. 170+00.00-185+00.00 NO~: ~ / , FOR IRRIGATION DETAILS SEE SHEET 265 ;:;,),·-,.Civ,h/ <' DATE OESCRIPTl(!L _ PREPARED LJNOE,,R ~~'<t=.fL=-- " --40'SCALE PLAN FOR VALVE l /)/ CAUi"" UPERVISION OF ,., SHEET SIZl!,STATION NUMBER & GALLONAGE FOR SPECIFICATIONS REFER TO SPECIAL PROVISIONS -DESIGNED REVISIONS Z3 7 ! '---------------------------------------------------L------------------------------------------..L--P:E:L1..:c ... A __ N __ H_1L_L_R_o_A_o_ .... s_A_N_J_c_•A_o_u_1N_H_1L_L_s_R_o_A_D_A_N_o_s ... o....:.u_T;_H_u ... P_P..:E:.R_:L.:.O.:o ... P_R..:O:.A;.;:D _________ .i,;;::0R:;:Aw::::::;==;;;.;c;::H::;:Ec~<;;ED!,.;1.Il.:;;;;.·_-;J.;:•s;.Sc;:::HL;!;O~;;';;-"::J.1_0_A_T_E....J. __ ,w_G_,_N°_-__ w2;;~~9w- ' ' ; I / I I I i . ; I I i i I ' I ' ' I . 1.~. W.-,,t_,_.--,./ <S f tft11 / , .. I ; I I ~ I ;-✓ ; I I I I j ! I I I I ; i i ( I ST 4,r I J j. I I I I I I ' ' ' I I \ I I J I I ' ' I ' I I ' I I I j I 1 g•□ ,;~~a= w 10'TYP. 0 POINT OF CONNECTION 10 THE EX1SITNG 2" DOMESTIC WATER METER INSTALLED BY l.R.W.D. RUN A 2 1/2~ PVC CL 315 SUPPLY LINE TO THE 2" BACKF.LOW PREVENTION DEVICE LOCATED PER THE APPROVAL OF THE LANDSCAPE ARCHITECT. THE SYSTEM REQUIRES 57 GPM MAX. AT 92 PSI MIN. CONTROLLER '8' LOCATION. lSC-16 WALL MOUNT CONTROU.ER IN A VANDAL PROOF ENCLOSURE, SEE DETAIL 'H'. FINAL LOCATION TO BE APPROVED BY THE LANDSCAPE ARGHITECT. COORDINATE THE- 120 VAC POWEF,tTOTHIS LOCATION AND MAKE Tl~E FJNAlHOOK·UP. _ --------,. ------•• -----· -~RECALCULATION.FOR VALVE 8-1 @40GP~ ~~f",1,iN re:,<?~& 2" IRRIGATION WATER M~T@ 'tll~.dR · · 0 .--- 2M BACKFLOW PREVENT] DEVICE 8.90 _ PVC MAlN LINE PIPE 1 _ _ _ --~ r--~--• - ELECTRIC CONTROLV~VE. ------~~ __ 3.20. -- LATERAL LINE '1)'.srBvtttlS[_ --·. 3.00 PRE REjlJJJl'lEl'.f" ~T SPillNKLER 40.00 --§SUREL6SS DUE TO ELEVATi6tJ ____ ----~-.,} 9.86 -· .--cnflNG LOSS (29'."' .. 0f' PJPJN&t.iOSSjE~ :c4! • MAS~VA!fVE . 3.00 -·+·--· •• TOT AL PRESSURE REOUlRED FOR OPERA Tl 91 . 1 4 . . . \ ' WHERE 'BffiWNLINE' PIPE CROSSES c;oNCRETE \ DRAIN CHANNELS, INSTALL PIPf; IN A GALVANIZED SLEEVE, sEE1lETAIL ONTuE DETAIL SHEET·· ';& C: ' F R / LINC: / " RM DRA R'M DRA.rN '/"SHEET Z: PLA S cor,sT I / I \ \ --., ---··•--,---~-~\f/. / 'l,,''i-;'~.---•---------l;f>\-,,qm¼"!,~,-1 .1'.> f" • I TYPICAL MEDIAN AND PARKWAY BLOW-UP ' I I' 285' -TYPICAL "C" 54 8PM SCALE 1":30' I 5 tpra:,:.·== -~~=--=;J-~~--.. 1::,.-~-"";· .;,,~"j;,:.:;,;:_.._:=,.~:;;:;;:;;.,-.,:._f- ,o'TYP. f.:t} TYPICAL "B" 50 GPM SCALE 1 ":30' 19' NOTE: TYPICAL "A" 1,6 OPM SCALE 1":30' IEE 40'SCAU! Pl.AH FOR VALVE SIZE,STATION NUMBER & GALLONAGE / I / I /. ; I I I 0 • ' / I () FOR IRRIGATION DETAILS SEE SHEET 265 FOR SPECIFICATIONS REFER TO SPECIAL PROVISIONS PELICAN HILL ROAD, SAN JOAQUIN HILLS ROAD AND SOUTH UPPER LOOP ROAD I I j /) / I i MAR DATE I DESCRIPTION, REVISIONS :r u / I \ \ 1HE KEITH COMPANIES -•O< -.--, ·---•l.dmlls.. .. .,_ .11,qo "" :lOO ~ Street ~ Cli9.16.J6(TH) 5 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENC • IRRIGATION PLAN SAN JOAQUIN STA. 185+00.00-199+00.00 d'.JQ 269361 SHEFT DESIGNED _ -·~==~==cc==c-j SCAI .E ·~ CHECKED JO AS SHOW!\ MAY 88 DRAWN_ DWG. NO. l 238 Of 289 1.8 ft,-/II '15-2 rzo ill) tJ I \ rcr,,ri 1 Ql)l;ISyil?4,"'i. i , r-· I POINT OF CONNECTION TO THE EXlSITNG 2" DOMESTIC r------1 WATER METER INSTALLED BY I.R.W.D. RUN A21/2" PVC Cl 315 SUPPLY LINE TO THE 2" BACKFLOW PREVENTION DEVICE LOCATED PER rHE APPROVAL OF THE LANDSCAPF ARCHITECT. THE SYSTEM REQU!RES '3GPM MAX. AT 81 PSI MIN. CONTROLLER 'A' LOCATION. ISC-16 WAL!. MOUNT ,----. CONTROLLER IN A VANDAL PROOF ENCLOSURE, I SEE DETAIL 'H'. FINAL LOCATION TO BE APPROVED BY THE LANDSCAPE ARCHITECT. COORDINATE THE 120 VAC POWER TO THIS LOCATION AND MAKE THE FINAL HOOK-UP. l PRESSURE CALCULATION FOR VALVE A-7@36 GPM __ _, 2" IRA!GAT!ON WATER MErER @ 607' El. .50 2" AACKFLOW PHEVENTION DEVICE 8.50 PVC MAIN LINE PIPE .73 El.FCTRIC CONTROL VALVE. 3.00 LATERAL UNE SYSTEM LOSS 5.40 PRESSURE REQUIRED AT SPRINKLER 40.00 PRESSURE LOSS DUE TO ELEVATION 18.18 FIT!NG LOSS (20% OF PIPING LOSS) 1.22 MASTER VALVE 3.00 TOTAL PRESSURE REOUtRED FOR OPERATION WHERE 'BAO'v\lNUNE' PIPE CRO&SES CONCRETE DRAIN CHANNELS, INSTALL PIPE IN A GALVANIZED SLEEVE, SEE DETAIL ON THE DETAIL SHEET. 80.53 II I • \tJ I I ! i i ! // 11 I I " 1: I I r I! I/ ,, ' 1 I I I /i \ ,,\ ! \ \ \ \ I I I !. \ • \ • • \ "\ • \ \ \ I ! I I // .. ;; /; I I I I J i; \ I I Ii I ,; I I \ \ \ \ \ 7 I \ \ \ I I ' ' I. • I I /' I I I \ \ \ / I I ' \ . I \ I 1 I . "'. -.._ n I I I / j ' I I I I I \ I I I / I '"'· ,! FOR IRRIGATION DETAILS SEE SHEET 265 12'TYP. TYPICAL MEDIAN AND PARKWAY BLOW-UP 265' 304' NOTE: TYPICAL "C" 54 GPM SCALE 1 ":30' TYPICAL "A" 18GPM SCALE 1 ":30' SEE 40'SCALI! PLAN FOR VALVE SIZE,STATION NUMBER & GALLONAGE PREPARED BY: M '? M/81!% Tiffi KEITH CDMPANIES •--, •C•.U ,,,.,.._...,, ·---·-...,_,,,,.. a Mesa (..A 2:626 714 5 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY IRRIGATION PLAN SAN JOAQUIN HILLS ROAD STA. 199t-00.00-205+ 76,45 t="A~R~K=D~AT.,E~=-~D~E~s~c•~IP~T~IO~N~--1 SUPERVISiON OF ~!'cZ~iL-c.'U',f.:;. Ut:t:r:-! s PHEPARFD UNDER /'.¥ ~ • HEET FOR SPECIFICATIONS REFER TO SPECIAL PROVISIONS REVISIONS JAMES A. 11.~ 26936 239 PELICAN HILL ROAD, SAN JOAQUIN HILLS ROAD AND SOUTH UPPER LOOP ROAD ic':c:ESc,IG,:,NE"'.D~===~~=~-S-C-AL~E~sr DATE DWG. NO. I OF -----------------------------------------.------------------------------------------------------------------------------------------------------------------------------------------..i.D:;:R;,;A:.:;W~N--•"iiiiiiiiii,iiii,_;;:CH;::e,..c_.KE:.D""J;:;D._,_..._AliS~SH:.:;O,_W::,N~M;,;AliY.B:.:,8:;;....., _______ ...,_2;.,;;B;.;9;,__. • I r· \ ! ! j I I I / ! j r' j ! j !j d j ! \ I ! ' j I ! j \ \ j I \ j \ ! j .F ! I ! ! \ \ I ------------------------------------------------------------·---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.. j j ! f \ E ClJRB/.C:'.;• PR01 PLACE. j I I j \ \ / .. -- j j j . I I ------"' -_\ \ / y /! ! j ! ! 1/ / / / ! ! ! ! i / ! I I I \ ,/ !J I I I I j ! _I I I /1 I I ? f, II j 1 / / I I / 1 / I ! j I YI r I I I / / I / ! . j / I I I I j j / . j ! \ \ Iv j \ 5EEDMIX 1: GRASSLAND MIX SPECIES STIPA PULCHAA FESTUCA MEGALURA BROMUS CAAINATUS BROMUS MOLLI$ HORDEUM BRACHYANTHERUM ESCHSCHOLZIA CALIFORNICA LASTHEN!A CHRYSOSTOMA SISYRINCHIUM BELLUM LAYIA PLATVGLOSSA LUPINUS SUCCULENTAS \ \ ! / \ I \ \ \ \ \ \ COMMON NAME PURPLE NEEOLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME MEADOW BARLEY CALIFORNIA POPPY GOLDF1ELDS BLUE-EYED GRASS TIDY TIPS ARROYO LUPINE "··-- FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: \ \ \ 2000 LBS. WOOD FIBER MULCH 300 LBS. 14-14-14 FERTILIZER 84 LBS. OF ABOVE SEEDMlX \ ---~--4----------------~ ! TOTAL\ \ ··----. '' " ! LBS. PER ACRE 3 10 10 25 20 5 3 2 _a 84 j ! ! I ! j / \ \ \ \ / r ·-.. ! ! j I jJ i , I !! ·l I i j 1 I ! ! ---. I \ \ \ \ I I / \ I ! ! ! \ \ \ \ ! \ \ \ ! j \ / j I \ \ \ \ \ j \ \ I I \ I j \ \ \ \ ! / / \ ! \ \ "-: ' I / / I .MAR ! ! j I I ! ! I/ \ ! \ \ / / / // // I I \ ! \ I I /' 1 'i<J, 269~ 5 '(/;i 3-.3;,._t:0 3 j j ! I I E ~· \ \ ✓"" ,,Y\·' I I 1 I \ I \\ ! \ ; ' ' ? -~!!'.ii!- } \ i / \ ' I ! I i j ! ! I \ \ \ \ \ •Pl«•mm,; •Cmi r".~"'""'"')/11 •Ml.b,/,cr,,,,, •L.J>i,tsca{"' ,,,,1,"""", •l-~,,,1 \'un mn •(.0/N/1'l/l0'1 .\!""'¼<'"''"' ORANGE COUNTY ENVIROt-lMENTAL MANAGEMENT AGENCY. GRASSING PLAN SAN JOAQUIN HILLS~ STA. 127+66,80-141+00.00 DATEi DESCRIPTION PREPARED UNDE~ ,m ----t SUPER'JVISION OF -,_-LY, _Ri;VISIONS __ _ ~ESIGNED __ _ SCALE DATE DWG. NO. SHEET 240 OF 289 DRAWi\ __ CHECi<EO_J..,Q._ • j \ I I i \ \\ I ' I \ i I I I I \ \ I ' i ' I Ii \ i I \ \ I \ \ \ I j I I I \ \ \ I \ I I I \ I I I \ I \ \ \ I ' / I I I j I ,' j' SEEDMIX 5: NON-IRRIGATED EROSIO~ CO!',ITROL M!! SPECIES ATRIPLEX SEMIBACCATA ESCHSCHOLZIA CAUFORNICA BROMUS MOLLIS LUPINUS SUCCULENTUS LOTUS SCOPARIUS COMMON NAME AUSTRALIAN SALTBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE DEERWEED FOR HYDROSEEDING APPLICATIONS USE THE FOLLOWING PEA ACRE: i ; ! I / / ' i I II / I I I \ \ I ' I I , I ' : :1 \ I I \ \ 2000 LBS. WOOD FIBER MULCH 25 0 LBS. 14·14-14 FERTILIZER l3 LBS. OF ABOVE SEEDMIX \ \ \ ' I \ \ \ ' \ . \ \ \ \ I \ I \ \ \ i \ / \ \ \ \ I I i / -/ I I I \ SEEDMIX 1: GRASSLAND MIX SPECIES STIPA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLLIS HORDEUM BRACHYANTHERUM ESCHSCHOUIA CALIFOANICA LASTHENIA CHRYSOSTOMA ,SISYRINCHIUM BELLUM LA VIA Pl.A TYGLOSSA LUPINUS SUCCULENTAS FOR HYOAOSEED APPLICATIONS / / / i / I 7 ' I !! I i I \ ./ / / ' i COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANCO BROME MEADOW BARLEY CALIFORNIA POPPY GOLDF!ELDS BLUE-EYED GRASS TIDY TIPS ARROYO LUPINE USE THE FOLLOWING PER ACRE: \ ' ' ', \ \ \ ' ' \ ' ! 2000 LBS. WOOD FIBER MULCH 300 LBS. 14-14-14 FERTILIZER 84 LBS. OF ABOVE SEEDMIX ! I '/ / I ! / / / . / : I \ I TOTAL I ' \ I \ \ \ I i LBS. PER ACRE 3 10 10 25 20 1 5 3 2 .A 84 \ \ \ "';' '; -~7:;\-• I / ; ' C I I ( 1 1 \ I I \ I I I ' i I 1 ' I ! I I ' ! I, \ i I I I ; ' \ \ \ I I I \ \ ' I I < ( 3 I I I ,· ~ • (5 ",t:, ~ Ne. 26936 s; [J;P 3·3(.::J~V" ..• >"'r'," \ i I I I I I I \ I I I L \ I \ ! I ·_,-, ,C \ I I I I I ! I I TI-IE \ i KEITH COMPANIES I .,.,,..,n,,.g •O,,d ·-,_,,,~ ·--·· ,i,,,,,,ts,,.,.,wt,t .c,,m,n,,:,,.., -- 71 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY GRASSING PLAN SAN JOAQUIN HILLS ROAD I 4 f-::c (/) w LLJ (/) ::c g <( :E J l l '; \ \ l I l \ l I I l l l ' I I I ' ' l I l ' I I I . ' j ; j l ' ' ' I l I l l . f'. , I J I l I I ' l l l I ' , , /. l I r I I j I ' ;, 10 l ' ' l I 1, l l I ,I l I I ' ', ,, ' ~' ','' ' • ,' \\ J i l I 11 l 'I • l I I i J i I' l l i f, SEEDMIX 5: NOt,/-113..fliGATED EROSlilli__i::ONTROL ~12'; SPECffS ATRIPL.E)( SEMJBACCA.lA ESCHSCHOLZIA CAUFORNICA BROMLJS MOL.US LLJPINUS SUCCULENl"US LO"TUS SCOr'ARIUS COMMON NAME AUSTRALIAN SAL TBUSH CALIFORNIA POPPY BL.ANDO RROME ARROYO LUPINE DEERWEED f"OR tiYDROS[f"OING APPLICATIONS USE THE FOl.LOW!~G PEil ACRI:: 2000 LBS WOOD FIBfR MULCH 2'.>0 LBS. 14-14-14 FERTILIZER 73 LBS. Of-' ABOVE SEFDMIX l . \ I I I ' I I ' ' l I l i l i \ l \ t ,\ I I i '. ' i l' \ \ ', ', ' ; ' / ' ' i i I '1 ; ' \ I ·/ I / TOTAL I , Ji ; I LEJS. PER ACRE 6 ' 50 5 10 73 / l I I I i SEEDMIX 1: GRASSL.AND MIX SPECIES STIPA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLUS HORDEUM BRACHYANTHERUM ESCHSCHOL.ZIA CAUFORNICA L.ASTHENIA CHRYSOSTOMA .-SISYR1NCHIUM BELLUM 1.AYIA PLATYGLOSSA l.UPlNUS SUCCULENTAS ;, COMMON NAME PURPLE,NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME Bl.ANDO BROME MEADOW BARLEY CAUFOANIA POPPY GOLOF!ELDS BLUE-EYED GRASS TIDY TIPS ARROYO LUPINE FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PEA ACRE: 2000 LBS. WOOD FIBER MULCH 300 LBS, 14·14-14 FERTILIZER 84 LBS. OF ABOVE SEEDMIX SEEDMIX 2: GRASSES MIX SPECIES ST!PA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLUS ESCHSCHOLZ1A CALIFORNICA L.ASTMENIA CHHYSOSTOMA LAYIA PlATYGLOSSA L.UPINUS SUCCULENTAS LOTUS SCOPARIUS EAIOPliYLLUM CONVERTIFLORUM TOTAL COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BL.ANDO BROME CAUFORWA POPPY GOLDFIELDS TIDY TIPS ARROYO LUPINE DEERWEED GOLDEN YARROW I l I I LBS. PER ACRE 3 10 10 25 20 1 5 3 2 84 FOR HYOAOSEED APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 UfS. WOOD FIBER MULCtl 80 LBS. OF ABOVE SEEDMlX 250 LBS. 16-6-8 FERTILIZEH / I i I I l TOTAL I j ) I /I I u I l I I I ! ,/ / / , I I I / I / I , , I '; / I / .--.,~-" i l I ;/ I/ SEEDMIX 3: CQASTAL S.AGE SCRUB MIX SPECIES ARTEMISIA CALIFORNICA ERIOGONUM FASCICULATUM SALVIA MELLIFERA LOTUS SCOPARIUS ERIOPHYLLUM CONFERTIFLOAUM ENCELIA CALIFORNICA ESCHSCHOLZIA CALIFORNICA L.ASTHENIA CHRYSOSTOMA LUPINUS BICOLOR BACCHARIS PILUAR!US'CONSANGUJNEA' FOR HYDAOSEED APPLICATIONS: PEA ACRE COMMON NAME COAST SAGEBRUSH BUCKWHEAT BLACK SAGE DEEAWEEO GOLDEN YARROW COASTAL ENCELIA CAUFORNIA POPPY GOLOIFELDS LUPINE UPRIGHT COYOTE BUSH l \ 2000 LBS. WOOD FIBER MULCH 37 LBS. Of-' ABOVC SEEOMIX NO FERTILIZER I TOTAL • ✓..&.In arldition 10 the above one·g<'!llon containers at seedmix the following shrub species a density of 200 units per acre. from LBS. ·pe_R ACRE ,--~- 10 • "f(l' 25 ,,2,-- 5 , 5 10 _il 80 / / RhusJ11tewifolia RhµS lautlna / , t-rE?te)-O:ne1es· arbutiJolia / Rbamnys /illicifolja . // Sambucus mexican;t JuQlans ca[ifOrni~ No substitutions. 20%, /15'}i 25'o/c 10%: 20% 10% \ Th8 se plants shall be planted in suitable locations to b~ected by the reveqet;1tion consultant after site grading. Each plant shall be ~.tvatered once (rni...,inwm of one (1) gallon per plant) at the time of planting. Pla11ting shall occur during the months of October and November at the on~et ?f t~e. rainy se~son. SurJJ!ementary watering via water trucks should occur 1f rainfall, IS sporadic or otliArwise inadequate to sustain the planting. Provisions will have to be made approximately 12 months in advance in order to assure availability of these plants in the size indicated. Progagutes should be collected locally by the growing contractor. No substitutions. / I / LBS. PER ACRE 3 8 2 5 4 3 1 5 4 _g 37 \ 1 I \ ' I l l I \ I , l \ \ l \ \ \ I l • \ \ \ ',,'¾_,•,·' ', \ \ I ' \ i ;, \ \ \ \ l , \ \ i \ \ ,~,, 4. 11;>,l,, \ . \ l \ \ l i " \ \ ' ' \ ' ' ' ' \ '-.\·' . \ \· \ DATE I I I i I I I c:2:z·==\I:, =:==i=:==='"· c::cl\=========:!v/1 \ \ . ' \ \ , \ / \ \ \ ' I I / \ \ . , \ \ \ / \ \ '. \ '. l / . ' ' \ /' \ \ I ,, \ \ \ \ ' / / TIIE J I / / I KEITH C0~1PANIES I ! I •P/m~W'I/ •C,,.;i £"~'"''"'"" . ,.,,.,,.,,.,_,,,,,, . .,.,,,_..,. ...,,_ru,.,_,.,,., . ( '''""'" ,:,,,. lh1••<1JI"""'"' ORANGE COUNTY .ENVIRONMENTAL MANAGEMENT-AGENCY GRASSING PLAN SAN JOAQUIN HILLS ROAD fill!IID '\1.\989 STA. 1ss.oo.oo-lM'il0Yo • DESCRIPTION PRFPARED UNDER . /:?, ~ ~ ,, SHEET ·---=-----< SUPERVISION OF· -?d....:_ ~ ·---_REVISIONS 24 2 iH L-----------------------------------------------------------------------------------------------'-----------------------------------------------------------------llD~ES~IG~NfE!D~-=·=· =~~~~~::::w~C~A~L;EJ.~D:A:T~E~L~D:W:G:·:N~O~, -~L~0~F2..Ji DRAWN______ ,I O SHOWN. 28 9 - • I \ \ \ \ \ \ \ \ \ \ \ \ I i \ I j -~":;;; _;:::t: a_:_ • ., ~-'¾ ,: / I / ~+ •;;,, , "' " f,, , ', ~---~ ' ·:c ' , '-•' ~ ~--:~ ••-"F·•,' ,0,.;,,,_-,,,, I / ,[ f f • j j I / I I I J 0 I ,/ I .-/ j / f • ! ; I I I I I j I • I I l '/· Jl , I • ' " " f • I ' I , /' I ;/ J I • I j I I I / / _, I j • ' \ I I ' ' ' ' ' "' . I . \ • \ ', I • . \ • ' l SEEDMIX 1: GR,.;_SSLANO MIX SP,CIES ' STJAA PULCHRA •• . FES'tu_cA MEGALUnA BRo..-,us CAAINATUS BRO~us· MOLLI$ , HORdEUM BRACHYANTHERUM \ ESCH~CHOLZIA CALIFORNICA l.ASTH!ENIA CHRYSOST,OMA SlSYAl~CHIUM BELLUM \ LAYIA PLATYGLOSSA. \LUP1NV6. SUCCULENTAS ' • • . . COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME ,, MEADOW BARLEY '·c,c.UFORNIA POPPY GOLOF:lELDS BLI lff•EYl:O. GRASS TIQYcTIPS • •• . ·-_ AR~O LUPINE·:·· ' ' " FoR HY~FlOSEEo APPLICATIONS ~JSE THE FOLLOWING PER ACRE: I • \ \ \ 2000 LBS. WOOD FIBER MULCH 300 LBS. 14-14-14 FERTILIZER 84 LBS. OF ABOVE SEEDMIX \ \ TOTAL \ \ \ \ \ LBS. PER ACRE 3 10 ID 25 20 I 5 3 2 _5 84 \ \- \ SEEDMIX 2: GRASSES MIX SPECIES STIPA PULCHAA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLLI$ ESCHSCHOLZIA CALIFORNICA LASTHENIA CHRYSOSTOMA LAY!A PLATYGLOSSA LUPINUS SUCCULENTAS LOTUS SCOPARIUS ERIOPHYLLUM CONVERTlFLORUM COMMON NAME PURPLE NEEOLEGRASS zrn:mo FESCUE CALl!="ORNJA BROME BLANDO SROME CALIFORNIA POPPY GOLDF!ELDS TIDY TIPS ARROYO LUPINE OEERWEED GOLDEN YARROW FOR HYDROSEEO APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH 80 LBS. OF ABOVE SEEDMIX 250 LBS._ 16-6-8 FERTILIZER TOTAL r,,--... ...,--,,..,.--.., SEEDMIX 3: COASTAL SAGE SCRUB MIX , , '", ' I / I / I I ' /1 I I I j I I • I I I SPECIES 'AATEMISIA CAUFORNICA EAIOGQNUM FASCICULATUM SALVIA MELl,,!FEAA LOTUS SCOPAAIUS EAIOPHYLLUM CONFEflTIFLORUM ENCELIA CALIFORNICA ESCHSCHOLZIA CALIFORNICA LASTHENIA CHRYSOSTOMA LUPINUS BICOLOR COMMON NAME -COAST SAGEBRUSH BUCKWHEAT BLACK SAGE DEERWEED GOLDEN YARROW COASTAL ENCEUA CALIFORNIA POPPY GOLDI FELD$ LUPINE BACCHARIS PILUARIUS'CONSANGW,NEA' -UPRIGHT COYOTE BUSH FOR HYDROSEED AP:_PLICAT!QNS: PEA ACRE ' i I I • I I • I ' \ I • r I . . 20qt} LBS. WOOD FIBER MULCH Jt LBS. OF ABOVE SEEDMIX "-NO FERTILIZER ' I • ,, I , ' i i / ' ' ." "·, '< ' TOTAL -. ,;,.,;' ,\_ ' . ', --/ . . . '\ ---, >r- I I I / , j : / i I I I ! I I I ' I I: / ' j ; I / / r J / / " f I , ·'.,,,' ' '~ ' ' • . I . " I I '\ ' \ \ I\\ LBS. PER ACRE 3 10 10 25 2 5 2 5 10 .J! 80 LBS. PEA ACRE 3 8 2 5 4 3 1 5 4 ' 37 \ • I SEEDM!X 5: NON-IRRIGATED ERQS!ON CONTROL MIX SPECIES ATRIPLEX SEMJBACCATA ESCHSCHOLZ!A CALIFOANICA BROMUS_MOLL.IS LUPINU::f SUCCULENTUS LOTUS ,SCOPARIUS COMMON NAME AUSTRALIAN SALTBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE DEERWEED FOF:J' HYDROSEEDING APPLICATIONS USE THE FOLLOWING PER ACRE: .A In arldlhon to the 113 , one-g;11JOn containers at seedmix th~-'foUowing shrub species a density of 200 Uhits _per acre. Rhus integrifolia Rhus laurina , Heteromeles arbutifolia Rhamnus illicifo/ia Sambucus rnexicana Juglans californica No substitutions. 20% 15% 25% 10% 20% 10% 2000 LBS. WOOD FIBER MULCH 250 LBS. 14-14-14 FERTILIZER 73 LBS. OF ABOVE SEEDMIX shall be planted from These P!ants shall be planted in suitable locations to be selected:1by the re~<:>?etahon consultant after site grading. Each plant shall be deep-wateted once (mi~irnum of one (1) gallon per plant) at the time of ptanting. Planting shall occur during the months of October and November at the onset of the ;afny seas Surr,lementary watering via water trucks should occur if rainfall is :spo ,. _on. th • • d rac 1c or o Prw1se ina equate to sustain the planting. " -- / ,,--~·-L ',.¥-/ /"t\ /";,1,./, ·, Provisio!J..¥Will have to be made app•ox,mately 12 m th • d " · -_ . _ , on s m a vance in· order to ; ass1,tt'e ava1labd1ty of these plants in the size indicated. PrOgagules _.Should bi/ collected locally by the growing contractor, Ng subs_titutipns. , I sr kt!;!" _. •·· lfr·· .. ,,/,' /, / /' ,: ,. yw :---;_-: I I I I LBS. PER ACRE 6 2 50 5 lQ , TOTAL _73 I l / I / nm KEITH COMPANIFA5 I I • I / I -~ .. •C*'fi ,.,.._,. ·--.,_ -•,-,,t5u~.,.. ,_ -- ORANGE COUNTY ENVIRONMENTAL MANAGEM NT AGENCY , f:''l"'«:'.:?1"/A:''.4 T?--· ~ -'~Y//,'":,; /. ;/V ,_A,',y-:C'::,,,V ,::;;;,5; ( GRASSING PLAN SAN JOAQUIN HILLS ROAD. l---1 DAJ DESCRIPTION PREPARED UNDER/_.___, A 1 MA '---1;UPERVISION OF ~,,i...c.,-- REVISIONS. J DESIGNED SCALE DATE DWG. NO. DRAW CHECKED......JlL._ AS SHOWN SHEET 243 Of 289 / I I I I I I I / / / J f I I I / I I I I / I I I ! / I I i / l I I I / / / I I F::lR 48' I !_ \ \ J -\ ' ) ,,k: ,-.-<, - I I I -~ -"'~;"' f -I / / I I I I I / I I I / I I SEEOMlX 1: GRASS LANO MIX SPECIES STIPA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLL!S HOAOEUM BnACHYANTHEnUM ESCHSCHOLZIA CAI IFORNICA LASTHENIA CHRYSOSTOMA SISYRlNCHIUM BELLU._., lAYIA PLATYGLQSSA UJPINUS SUCCULENTAS I i I ' I I I I I COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME MEADOW BARLEY CALIFORNIA POPPY GOLDF!ELDS BLUE-EYED GRASS TIDY Tlf'S ARROYO LUPINE / FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: ?000 l.BS. WOOD FIBER MULCH 300 LBS. 14-14-14 Ft:AT!LIZ!:::R 84 LBS. OF ABOVE SEEOMIX / ; I TOTAL f I I LBS. PER ACRE 3 10 10 2o 20 1 5 3 2 _, 84 0 SEEDMIX 2: GRASSES MIX SPECIES STtPA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLLI$ ESCHSCHOLZIA CAUFORNICA LASTHENIA CHRYSOSTOMA LA YIA. PLA TYGLOSSA llJPINUS SUCClJLENTAS LOTUS SCOPARIUS ERIOPHYll.UM CONVERTIFLORUM COMMON NAME PUqPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME CALIFORNIA POPPY GOLDFIELOS TIDY TIPS ARROYO LUPINE DEERWEED GQLDEN YARROW FOR HYOROSEEO APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH 80 LBS. OF ABOVE SEEDMIX 250 LBS. 16-6·8 FERTILIZER SEEDMIX 5: NON-IA8J.QATED EROm.Q.!i CONTROL MIX SPECIES A.TRIPLEX SEMIBACCATA ESCHSCHOLZIA CAllrORNICA BROMUS MOL.US LUPINUS SUCCULENTUS Lorus SCOPARIUS COMMON NAME AUSTRALIAN SAL TBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE DEERWEED FOR HYOROSEl:DING APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH 250 LBS. 14·14-14 FERTILIZER 73 LRS Of. ABOVE SEEDMIX \ \ / \ / TOTAL TOTAL I I f / / / LBS. PER ACRE 3 to to ,s , 5 2 5 10 -~ 80 LBS. PER ACRE 6 , 50 5 _1_9 73 i I r () / I I I / \ I I i I !) I I I I I I / I SEEDMIX 3: COASTAL SAGE SCRUB MIX SPECIF$ ARTEMISlA CAUFOANICA ERlOGONUM FASCICULATUM SALVIA MELUFERA LOTUS SCOPARIUS EAIOPHYLLUM CONFERTIFLORUM ENCEUA CALIFORN!CA ESCHSCHOLZIA CALIFORNICA LASTHENIA CHRYSOSTOMA LUPINUS BICOLOR BACCHARIS PILUARIUS'CONSANGUINEA' FOR HYDAOSEFD APPl ICAllONS: PER ACRE / / / I r I COMMON NAME COAST SAGEBRUSH BUCKWHEAT BLACK SAGF DEERWEEO GOLDEN YARROW COASTAL ENCELIA CALIFORNIA POPPY GOLDIFELDS LUPINE UPRIGHT COYOTE BUSH 2000 LBS. WOOD FIBER MULCH 37 LBS. OF ABOVE SEEOMIX NO FERT!UZEA I I / I I TOTAL / ,J LBS. PER ACRE 3 8 ' 5 4 3 5 4 -" 37 In arldition to the above seedmix the following shrub species shall one-gallon containers .1t a density of 200 units per acre. be planted from Rhus integrifolia Rhus laurina Heteromeles arbutifolia Rharnnus illicifolia Sambucus mexicana Jugfans californica No substitutions. 20% 15% 25% 10% 20% 10%, These plants shall be planted in suitable locations to be selected by the revi::getation consultant after site grading. Each plant shall be deep·watered once (rninimum of one (1) gallon per plant) at the time of planting. Planting shall occur during the months of October and November at the onset of the rainy season. Surplementary watering via water trucks should occur if rainfall is sporadic or othArwise inadequate to sustain the planting. Provisions will have to be made approximately 12 months in advance in order to assure availability of these plants in the size indicated. Progagules should be collected locally by the growing contractor. No substitutions. J I 1 I I \ l TI-IE KEID-I CO?v1PANIE5 -•O• -'M__, ·--•lm>tt.<,m_ ·-- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGEN GRASSING PLAN SAN JOAQUIN STA. 185+00.00-199+00,00 J ' ' I - / / / / I \ . ' ( I I \ \ ; ' ~•···'• I • L :)3'·c:;', . . / /I , I \ \ \ -I I D! I • !i /; , . ,; ./ ROAD "'?'--;----"•:.,¼s ·--•. I I i I \ \ '1 j !/ I / I ., • i I .I I \ \ \ I \ ., L I ii h I I I I L ·•· •.. I "· i 'T \ \ 'l • L L ·r/ • I ! ! I I J :o 'V, I / / I \ .. • L I \ • • ' / $EEDMIX 1: GRASSLAND MIX SPECIES STIPA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS 8AOMUS MOLLIS HORDEUM BRACHYANTHERUM ESCHSCHOLZ!A CALIFORNICA LASTHENIA CHRYSOSTOMA SISYAINCHIUM BELLUM t.AYIA PLAlYGLOSSA LUPINUS SUCCULENTAS COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME MEADOW BARLEY CALIFORNIA POPPY GOLDFIELDS BLUE-EYED GRASS TIDY TIPS A~AOYO LUPINE °FOR HYDAOSEED APPLICATIONS USE THE FOLLOWING PER ACRE; SEEOMIX 2: GRASSES MIX SPECIES ~TIPA PULCHRA FESTUCA MEGALURA BROMUS CARINAiUS BROMUS MOLLIS EscHSCHOLZIA CALIFORNICA lASTHENIA CHRYSOSTOMA LAYIA PLA.TYGLOSSA LUPINUS SUCCULENTAS ,._OTUS SCOPARIUS ERIOPHYLLUM CONVERTIFLOAUM 2000 LBS. WOOD FIBER MULCH 300 LBS. 14-14-14 FERTIUZER 84 LBS. OF ABOVE SEEDMtX COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME CALIFORNIA POPPY GOLDFIELDS ARROYO LUPINE TIDY TIPS OEERWEED GOLDEN YARROW FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH , 80 LBS. OF ABOVE SEEDMIX I 250 LBS. 16·6-8 FERTILIZER SEEDMIX 5: NON-IRB_IGATED EROSION CONTROL MIX SPECIES ATRIPLEX SEMIBACCATA ESCHSCHOLZIA CALIFORN!CA IBAOMUS MOLLIS iLUPINUS SUCCULENTUS LOTUS SCOPARIUS COMMON NAME AUSTRALIAN SAL TBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINI:. OEERWEED FOR HYDAOSEEDING APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH , 250 LBS. 14-14-14 FERTILIZER 73 LBS. OF ABOVE SEEDMIX SA.0-4, ·--·z C.!l ~·- ~ ~-26936 ~ ~ EX!: 3·.31.9,3 .. ~" £®. '[ W tA,I MARK DATE DESCRIPTION REVISIONS DESIGNED TOTAL TOTAL TOTAL LBS. PEA ACRE 3 10 10 25 20 5 3 2 Ji. 84 LBS. PER ACRE 3 10 10 25 2 5 2 5 10 _§ BO LBS. PEA ACRE 6 2 50 5 lQ 73 1HE --.. •c•11 .!"••-·-• --- I I KEflH COMPANIES .,.,,,....,,.,,.,,,," ·~---" ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY GRASSING PLAN SAN JOAQUIN HILLS ROAD , ~J) .. •• STA. 199+00,00-205+76,45 PREPARED UNDER , n /,1 SHEET SUPSRVISION Of,fc~c;=~-::_<U'~,,~:,'0-,<(~~•~·\. JAi.ES A NE R.c.E. 26936 245 SCALE DATE DWG. NO. OF l DRAWN CH:CCKED ..J.[2__ _ AS SHOWN MAY 95 289 I I, • l • L • I l MARI( DATE SCALES 12. , 1· = 40• VERT. 1 ~ = a·. DESIGNED DRAWN - 2 - -- - STREET IMPROVEMENT' CROSS-SECTIONS FOR . . SANs@~ HILLS ·ROAD STA. 128+00 TO 146+00 PREPARED UNDER DESCRIPTION SUPERV 1 S 1 ON OF REVISIONS AMES A. DANE SCALE DATE OWG, .fl\1 • of CHECKE AS SHOWN .289 I • I I . ' I I I' ,1 I I I . i i I I I i I 1. . J I I I . I . I J I I I. I .J I I I SCALES HORIZ.' VERT. ' I 1" 7 40• 1 H =' a• I I I I I - DESI GNEO DRAWN CHECKED •f• X-SECiIONS, ~TA !47~oo TO 157+00 I I ., I I I - - PREPARED aY THE KEITH COMPANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT. CROSS-SECTIONS FOR SAN .JleA'ffllll HILLS ROAD STA. 147+00 TO 157~0<Y,- SCALE DATE AS SHOWN ' I .I I . . I I I I I I i L I . I L .I .I r I r If PL.AN SCALES I • J HORIZ. , VERT .. , I" , 40' r = a· 1 . I I 3 lnchee on orlglnel drew Ing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS-SECTl~~,~811 •·•·· SAN JeY,cru,M .. •. HILLS ROAD ST A. ~.oo TO 160+00 NARK PATE;, DESCRIPTION PREPARED ,UNDER ,-.. -~~R_E_V_I_S_l_O_N_S ___ __,SU!'ERV!SION OF OESIGHED SCALE DATE DRAWN CHECkEO, AS SHOWN ffl 1 -JI 1 J.:hti ...,$$ 01 • op➔N ~l . . . .1 LL r I .I I r .1 . I , ' " •• • L II I r I I LJ I I .. Ii I I L I. I PLAN SCALES HORIZ.: VERT.: L I"= 40' I" 2:, 8' i L fl O,C,£,M,A.• ·, 7 ---3 lnohea on or--lglnal drew Ing PREPARED BY THE KEITH COl'lf'ANIES I L. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STREET IMPROVEMENT CROSS-SECTIONS FOR. SAN JOAQUIN , ; HILLS Rijl~ll!!B!' STA. 161+00 TO 164.00 MARK DATE DESCRIPTION PREPARED UNDER r==='=Rc=E"V"'l~S~l~O~N~S~=--1suPERV Is I OH OF DESIOHED ORAWH CHECl<ED llTlt BL~. RQR .STOAA DRAIN SCALE AS SHOWN DATE ◄OC0,2~Jf'F• 3092 3◄ 0 1 L I L I L I .. 1 L .. -- !'. I • i I I I ,,,,1 ...J I I. I ' 1 /2 0 1 2 ---3 I nche" on or-lglnel drawing ORANGE COUNTY MANAGEMENT ENVIRONMENTAL AGENCY STREET IMPROVEMENT CROSS-SECTIONS FOR SAN JO~P!IN19811 HILLS ROAD NARK DATE "DESCRIPUON PREPARED NOER F'"'-"-'-="'-"-......;=="-'="---ISUPERVI SJON OF REY I SI OHS DESIGNED DRAWN CHECKED SCALE AS S OWN ,· '-:- I r' I L,,, I 11 . I I .-~1 • I I' I ' I I J.!T~E BLK, FJJR STOR~ DBAIH. -J 40C0.~23JPF•, JO~. 3401. l-ti -j•t-88 ~! •\)II ti! (~~112c,~2-7 ··.·• , '" ,., ',•,--c -,f I', , I L I I I. L L I ~ L L I !),, I SCALES I • • HORIZ.: V,ERT, I : C _U, I"-::. 46' I" • 8' I 7 L 17 L I J r I. ORANGE COUNTY ENVIRONMENTAL 'MANAGEMENT STREET IM.fl3QV~WENT • .•• • CROSS-SEitiStlkflffl!J SAN JOAQUIN· HILLS ROAD ST A. 168•00 TO 169+00 MARK DATE DESCRIPTlON PREPARED UN.DER F==c.=R"'E"'v..,1'"'s"'°1"-0N=-'s~=--tiSUP~RVI,S I ON OF I l I 1ii I I I I I I I I I .1 I ~ . 1-::'v, -··t· I 11 I 1 I 1~ .I PLAN I .I SCALES 7 iaz. 1 • 1"· , 40' VERT.: r = 8' L 7 r 1r - No. 26936 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS-SECTIONS FOR I j I SAN JOAQUIN 1 HILLS A~Ail:11989 • STA. 170•QO TO 171•00 l HARK DATE DESCRIPTION PREPARE UNDER r===i.R_E_V_l..cSccl~O"N"s"""='---1SUPERVISION OF DESIGNED PRAWN CHECKED SCALE AS SHOWN DATE DIIG. NO. I I" I I I i:1 . 7 L I i 1 l I L i I I . I J PLAN SCALES HPRIZ. VERT. I I .1 I I" = 40' I" =-8' ., I I I I 1-- o.c.E._H~.A\ I .. j ' I T L ' I 1/2 0 2 -- -3 lnche,9 on orlglnel ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENQY STREET IMPROVEMENT CROSS-SEC"T:IONS EO~ SAN JOAQUIN HILLS RSYll71981 I • T I 1 ST A. 172+00 TO, 173+00. MARK DATE DESCRIPTION ti. REVISIONS DESJGNEO SCALE DATE DWG. NO, DRAWN CHECKED AS ti WN TITLE·8L~, FOR STORII.DRAIN·. -40t0.23JPFi .3092. 3401 :f-1-Jul.:.Ba 01 •OS J>t1? I • I l I I '" i ' I . I I ' i II ., , I I L r c l. = I L L L -3+00 I J. PLAN I i SCALES HORlZ. 1 I" • 40· VERT, : J" 8' I 7 l 7 1/2 0 2 -- 3 lnehee on ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS-SECTIONS FOR SAN JOAQUiNJ ST A. 174+00 TO 176•0() MARK DATE DESCRIPTION PREPARED UNDE 1-~~~R_E_V_l~S~I-O~NS-· -----1,suPERVISION OF DESIGNED M.R. DRAWN .E .A· CHECKED SCALE AS SHOWN' NO. O.C~E-M.A. TITLE BlK• F,OR STORM ORAlN 40C0,23)PF1 3092 3◄01 11~Jui ... 88 01•0$ ··-=· :j r J \ I I I I L r l . I L. 7 AGENCY I ' I \ I I I .. l I L ..J PLAN SCALES r :ORl'Z. : fl : 40' VERT.:: I" : 8' 0 l I L I DESIGNED DRAWN l - - - 3" I nchee CHECKED on (?rlglne,I ORANGE COUNTY . ENVIRONMENTAL MANAGEMENt SCALE AS SHOWN STREET IMPROVEMENT CROSS-SECTIONS FOR SAN Jl£tQ11111189 HILLS ROAD. STA. 177+00 TO 180+00 40C0.23lPF• 3092 3401 I, l I SHEET gfr5. :, ..... I , ~'I:'"'._ I "<! • 'I " .J I :I I I I I I I I r l 1 I I • I L I I • .I I 1 • I PLAN I .. = 40' I SCALES I HORIZ. : I" = 40' VERT.: r ,"' 8' 7 I. • I . I 7 ---on orlgtn111'I d r 11"w I n g ORANGE COUNTY. ENVlRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS-SECTIONS FOR L I • ,1 L . I L r A~ENOY SAN JOAQUIN. 1 DESIGNED CtiECKED ll!LE BLK, FOR STORM DRA!K J.O, SCALE AS SHOWN STA. 181+00 TO 183,00 D,\TE 40C0,23JPf• 3092 -3401 \ \ J -J I L I . I I I I I L ·' I . J T u I L 1 PL.AN··.SCALES HQIUZ- Vf~T. : • 40' a 8' I I I "'~i\\1<E , ,:, ,c "·~v It). l",5 I 3 . 1 l 1/2 0 1 2 Inches· on original ORANGE COUNTY ENVIRONMENTAL MANAGEMENT .AGENCY STREE.T IMPROVEMENT CROSS-SECTIONS FOR SAN Jtf:l®ltt8f- HlLL S ROAD. - ST A. 1114+00 . T 0.1116+00 '. MARK 'DATE DESCRIPTION FRE AAEO UNDER F-===R~E'-v-1-'sc'1'°0N""'s'"'"'=-'--1sUP~RV!SI ON OF DESIGNED DRAWN CHECKED FOR sro"" ORAi~ L_ -I SCALE AS S OWN DATE 40[ D, 2:3 JPF • 309i 340,1 , D\IG. l I ' ' ' 1. I . 7 C ·1 L 7 6 ... -;,:JI ,< r, --", ' 7 7 k I • ·I ' ' I I I I I I I I I [ -I I I • I PLAN SCALES --1 L .L 71 •' - • ' • ' I • -, - -er; i' ,,. :·"·'·-., .. , ;.,,s,_ ~. L ~ORI?., : I•-= 40' VERT. ; I ' = 8' -r I I I I I I 7. I L I 1 1 /2 0 2 - - --lnche& o~ original PREPARED BY l:l THE KEITH COWAMIES ----·---... ...._ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS SECTIONS FOR L SAN HILLS STA: HARK DATE OESCRIPTlON REVISIONS fOE~S~l•~•~EO~=M=•~,,,..=======,;=-~SCALE DATE DRAWN A. CHECKE .10. AS SH M o.c.e:M,A, T!TL_EBLK, fO.R SlORM DRA!M 40t0,23lPF• 3092 3401 l. -I I . -I • ,. ,. I t I 1· I J L I JI I I r. \i I I I I -i .• I I I. I. I i I _1 I I 1. -·f j_ -+. .. t .. -i-' ' ' 1' ' . i l i " i --.. l • ·1 ,.J j_ i· i ' I i ' ' .;.._ ... L i ' j ' .. f .. i ' j .. -,- ' i 1 ----r j_ ! i . -f . ' ,,., .... , .... , ... l ~-"" . - - ,,-- --·t .. L j_ i + ' ---l ---1 j 600 i- i ~9i0 +- i . -f. i -.. -,- ' ' i I "t l ' l I ' I l • ""l I --t -! ' ' ' .! f-- f· .L .. -. ' i i T ~ -~::--.. ~.,-, ---' --+- --+ i i I I ' ,, i i i l ' j ;_ _j -~--·-,i_.-4--.-1. ! -l ' ----0 -f . -+ i l .. L 1 ~ so j -f i ! . t L - - • -'. ... -~- \ ,, ! j __ L .. j i --, --.L ; . I t -... j .. .i ~ 1 ro:o .. t 1 .. . 1 tl I T I l ----l-! -+- i i i -+-- 1 I -l . ___ ,_ ' ' i- i . ..\ ,. j: ' i .L ' i ! --l. . --. 4 i ... ( . i ' i ' -:-- ' ' ., .. .1 STA .• 193+0d . ~ .. -.. -•· --- C:V T= 41004 C.'I. = : I E3.?I c;.Y. cv:r:::.- P/ccC"" L 733 C.Y. 3'11 (:.,Y. STA.192 +DD i " ~ " ,..,,,,,,,, I, ' ' i --! .... j. ...... i- . .;., .. i - • f - ' I .. L + i i . ! . \-. ... --; I I '-••+--· l .. 1 :; i ! j ' ' ' i -, .. __ ( T ' ' I ' T ' ·--+-·---! - I ' ' + ~--• -{ ·1 -f- .i. I + l .j .. l -i. .i. .... . l. l .. j.. "T. T ' -f- t i ' . .\ . +-l . ---! l ' l - ,j. ., .. 1,.. .·.+ ___ j_ i- ' ... ,, ---+:-.. ----. ·c-·. ' I ---+ • 1 --t -; - l -1--· - - - 1--- - - l i -,-- .1 j · i ' ' J .. ' 1 i ~--- i • ' l .r ... j ' I -. -, l. • 1 PLAN !" = 40' ' • ' -- ' ,. ---,- ' -, . ' -1 . }-- ' ' ' , .. ! T i 600 I ,,, " " ~-.... ,, . l ' l i. .. .l .. SCALES ' . ,- -1 i T r -+ -i l j_ l . --⇒-I .j. HORIZ. : I" = 40' VERT. : r· = 8' ··-1 i ' ' l ' "j __ l,. 1- ! i •• I l l ---:i.- .L j . _l .; . -. ;_ .. --,-. ___ (. ·-+-' I ' t·· -. -,- I ; ... -l i i -i- i, -+ ST/A..'195i±_OO i .. L .i· ---i- .. l __ :L . -i ' ' ! I l I --,-; . l ! l I ! -! ",. l. j ' 1 !--.. -j --4-- j ' i ' ·---! r 1-1 ·i----~---+ -j ----T -__ : t·-· :.: .. 1 ·1 + ... t- ' -r ! . . ; . -,.-. j ' ' -• '. ' - - .. -... - - .. -'. --i -- i-i ' ,\ \ " ' \ \ "\ --y t··:1 --f. -,-,--i- . ;_ i . . .. t .. ..\: ... l I l Tj __ i_-_J_ -L .. 1. I j I l I T . -1 l I ' l i + - - - - r - ·L -i--1 j_ r i ' --i- i t ---j - . j --1-. . t ". t --L ] 1 i . i . ,. {--. -' . -- - -,. --•-··---L-----~- .;. _j_,,,,,,...,t- ·4 .1. .1... ' ' i ' . -. -j_ ' . ..... ,-- -t --r -l ' i ' ,.,.-,.:- t. I I I t:· .. f· 1" I j i i ' ' I 4-- T -;- ,_ • ' • L i l i -+ .r ... , t. r ----l- -.. i ' l ---l ' --! i -,-1 • • ' ' " ; ,. .L I I l l r l - l I ' i -·--1- I . f- l I _ _j_ 1 ' .L L j- 1 __ J_ ' l ' I ' i ' :l. : . t:: • __ j_ J . i ' -r . _,_ • ' • - - . - .... t ' ' . : ; . ·>---'_ .. f· i . ' i i • ' • -+ - -1-, • j_- ·.: -J 1 i ' ' ' l :t --·.r.: ··j·,·;··1·· ~··:r-~:-;·.- ' • ;- L --r- . _j ---+ ' j. ' r ----1- . ------~ ' ' l- ' _j_ i ' L . . j_ •• -'. r I ' -+- r i l ! I i L. ' .. , . .. ,i 3 1 i i __ ,_,. t + .. f ' -'., -l l ' l .. ; i i l j_ ·-----1- • -i - • --1 ---r . ---.. t 1- ' . j -i i ... -[ . T 1/2 Inches 0 on . ' . j .. l. ' -l--! i l 2 orlginel drew Ing PREPARED BY THE KEITH COtf'ANIES -l - .. -j . 1" ORANGE COUNTY MANAGEMENT ENVIRONMENTAL STREET IMPROVEMENT CROSS-SECTIONS FOR SAN JOAQUIN HILLijPFAf !~g STA. 191+00 TO 196+00 PREPARED UNDER ..,_MA,,R_K~O~A T~E~=c-'0~•~•.,.0,,•,,.• P_T_l_O~"--tsUPERV ls I ON OF REVISIONS JA DESIGNED SCALE DATE DWG. NO. DRAWN CHECKED AS SHOWN TITLE BLK, FOR STORM ORAlN 40t0,2JlPF• 3092 3401 ----T l AGENCY SH~T 259 OF 2El9 . . . 4 . _-,: --j- 1 I ,-.;:._ I -•-----.L ' ' •• -:· - -l-.... .;:. --1 1 I ' -. f- .. ! . l '";, I ,l r -i . I I I I I t I -1 .\. .I -~---T +. ... j. -1-- j ,- ' ' . l. • ' ' ' ,620,-' r [ i +- I - I i ,,,L ·--·; ,. t -l " i I ---;- i i J_ -6loh ' . ....... : ... :-- ;. I . \_ . ' , {,--e : I I --6-20.--i I -I --i-l i. l I _j--t I r-1- j_ ' -.. L . . _,_ I ' ----,-t -i--·· 1 ••• L ••• t· ·i :: -t-+ T J -·-f---(-t~-, .. -:t· ~-·( l . t . . . f ... l. I j· ···l- .. l. --+ .i .! i -. l ' . -~---',,;----+ : ·_·r_ ' L ' ' r L . -!-- I -r- • _;- ' • --1-i I ----,- I I I I ·-. t . ,, l -i i --. i. .. ; ,. ; ! t---)--··'-' t. .l --. t .,, . ,_,_j_ +-. . -. ; -,--1 --, '. - .. ' . -l L ,<; 9.'Z:-c ___ flt,.It ... Ci:f.. , _ c;:•(' STA,. 1.98+00 ----!- C,?{ T-ic F/?i-= J b,ioo j ' I i - -1--', \ ·y· --+-------1.>,.-,. __ , --.-- ---i-- . -.; !-- \ \ \ \ l , .. ,.; ____ +---+- • I I ' -+ . --f- _, -.. i- _,..,;_ T .f i r l ----! I -.L r -1 I t-I i ·f ' ' ... l. _, -l-'- +,s-...,. --r ' - . i f 1 •,00 -j-_ --r ' i ' ' --•• ' • I .. t ' .. ( . ' I PLAN I" C 40' SCALES HORtZ. : r· ::: 40' VERT.: I" " e· 1 I I DESIGNED DRAWN 1/2 0 2 - -- -!nchee CHECKED on orlgtnel drew Ing PREPARED BY ~ ~~iTH !;. ~ ==C'o=-=tf'c:,=~=, -=·:C~C:-=SC--:MC:-=c:.;;,';::,,;:,__::_=·- ORANGE COUNTY MANAGEMENT ENVIRONMENTAL SCALE AS SHOWN STREET IMPROVEMENT CROSS-SECTIONS FOR SAN MK;lJP9 HILLS ROAD STA. 197•00 TO 200•00 AGEN.CY SHEET 260 OF 289 T" f - !. -1 I ;----1-,--+- L '' l I - t , I I ! i ! ; I. I I· ·t 1 .l&3P ; } - - ' ' ---,---·• ' ' ' - i -1 i I ' ! i 1-, l l --·-! --t- i , --r I j.-1 , ' I i I I t ; -- I l: ' ; 1 i ' ' 1 T ' ! 1--i ---~ • j. 1- --i i t ' 1 - ' ' i I I l L i -; j I j--- 1 I i ' j --t L ' • i 1 1 i ,_ I J. .; __ j'._i ;/ ,z ;- ' ' l' '.-- ,,,,,2 + OQ ' ' ' l j--i i I l -r r I ! J " =tZ+Qq i i ' l I i ' ; -' i I l I f- 1 I i I ' l l -1+!50 l !-1 I i ' ' I -j l- l J T l- ' ___ : _J _LJ ___ J -·-1 ~: :-------~--''---"-'"'"\ __ ; _____ , ___ __; ___ _ ' ' ! j - r ;-_J I t l - i' , I , -:I +'00 ' ~, " J -I ,...,_ :-, I i ' ' ' ! i i 'j- I I --J- ' I i ! .,, ~' L ! j I I 1 '-•, ;~! ,.., ' 1 , , ¾ t" l -- 1 ' l ! l J I ' ' ' -0+150 ~ l . I -_, i l r L ! ' I I i .. ·) - I ' i ' ' ' l ' ' --1 ' STA, 2'02-1-,QQ ' I I O+Od O.Y C.Y. J.._ 7 • i I f T -, ' r ; ! - - 1 1-, ' .. l . I L 7' ' ! I ! ---! I I I ' - ' __ ] - ' ' I l r i J --• l -- .I ' i l - ' j ' -j I ,1 .. pq I ' + l-- : 1 ---i f " i I I ' T l ; )_ -' -' I ' ' i I I ' i ' -l ' T f: I l 11 , -I i I ' ' ~ ~ l ) ---! I • l j j ' i -i 1· ---t ____ ; __ ' ' ! : -t - ' t • ' i ! r I 1 + I i ' I 1 ' i ' -__ j ! 1 J I ' ' ' t • • __ I _ _ i . l . . :f l I 1 f ' ! i ' j -1 --i --- , -I ' 1 ' I ' i -- 1 t---' t -' -t J _ ! -J:: .i ! _J. :::--i ::=-:~--J:--~= l l t i ' I i" l I i ' _L ------~-----------_, ____ _;;, -t I 1 l • -: l - ' I I ' i I I ! ' I ; I --1 ' ' r i ' ' -j I t ' ' ' I i i .. j I I I l -'----·'---•··· _ ... ' ' i -1- ' ' -i I _j i ' ,_ • i I 1 ----------1 J I i-· ----'·---.L--L ' ' ,_ -" ' l i l I ' L -t ' I ,_ t ' I f , l ' ' r •i ' -! ' ' L --)-- t"--+ I - • --. -;____ -' - I I L ' I i __ ,_ i i I J- i ' ,_ I i ,_ . --~ .J. ·---l .. _. ____ ' --____ ,. ___ , ' -1 - ' I ' . I I i J ' I I I F --1 i ' ' ' j_ • I J._ ' -j ' .L J r 1 j I 620 -_ _; -j i i ' I i • ' I ' i I i I ' 1 J l ' ----! ___ ,' , "-------,----L i I ' -+. l I -1 -t - I j L i t- I ' l 1 i L i I --L l - i - I I ' I J 1 --- 1 i ! -- 1 " ' l I I !-_J i ' I i _J -j ' r •- ·r j_ L i ! l I i I ' I ;. : ! 1-J -j· I I ] .. -1 i ' i l i I ., i ; i ' I ,. I --! i i ' J ! ! I l I ! L 1,-I I ' I -j- i l I 1 ' -t -+ i L -l i I 11 l , I '"I _L i ! I I ' , ,_ I -' i I i ' ' _, -L l- , ' ' ·•·---! ---'-----i- t- 1 - L. _l r ' l ' i ' ---,--r-.:; I r I ' -j - l ,, ____ , _____ , _______ "7 ,_ 1 - i ---f i -: f t i i • ' -1 I -1--! J i j-- ' T -I i -i ---, i i T 1 ' I T j -1 ' i ' ' L 1 r r ! I t ' I ' ; I I j 1 -l ,- ....,\ ~ _',,,c---+..- 1 i T I ' I J I ' --1 l \ _;j 1 --'C _\ \ ;\ L t i- I ! r 1/2 i i -1- 0 l - i ,, -1 '"--C -i l i ,.,, .. ,,, ____ , ___ ; --i- i I r 2 ---3 !nchee on original ORANGE COUNTY MANAGEMENT ENVIRONMENTAL STREET IMPROVEMENT CROSS-SECTIONS FOR SAN HILLS ROAD 5TA. 201+00 TO 204+00 SCRIPT ION PREPARED UNDER / _ -1 ✓ ✓/J ic"M'-'A'-'RK"'-'D'-'A'-'T-'E"----'D:CE==~='---j SUPERVISION OF J::f!!Z"!!::!:St;:::J-"' < 1-:---:--'Rl!OE='V'-'l'-'S'-'l-"0,_,N_,,S ___ ➔JAMES A. DAN"C/. • DESIGNED SCALE DATE OWG. DRAWN CHECKED AS SHOWN AGENCY SHEET 261 of 289 O.C,E,M.A, TITLE BLK. FOR STORM DRAIN -40[0,23JPF1 3092 3401 11-Jul-88 01•05 PH/ 3092-5402 I -l ·.-,. t __ ; ''' GRADING NOTES: 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE COU~ITI OF ORANGE AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. A COPY OF THE GRADING CODE AND MANUAL SHALL BE RFIAINED ON THE JOB SITE WHILE WORK IS IN PROGRESS. WHEN REFERENCED ON THE PIANS. A COPY OF EMA STANDARDS PLANS SHALL ALSO BE RETAINED ON THE SITE. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE DISTRICT GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT; OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, DISTRICT GRADING INSPECTOR AND WHEN REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4. CUT AND FILL SI_OPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2: 1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 5, FILLS SHALL BE COMPACTED THROUGHOU I TO A MINIMUM OF 90% RELATIVE DENSIT/, AGGREGATE BASE !'OR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY, MAXIMUM DENSITI SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT. AND FIELD DENSITI BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED EQU!VALENT. 6 AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED IN WRITING BY THE SOILS ENGINEER AND THE BUILDING OFFICIAL PRIOR TO PLACING FILL. 7, FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL PER EMA STANDARD PLAN NO, 1322. 8. ALL EXISTING FILLS SHALL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS. 9, ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE, AND APPROVED BY THE BUILDING OFFICIAL ANO SOIL ENGINEER. 10, STOCK PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO EXCAVATION. 11. TH[ DESIGN ENGINEER, AS A CONDITION OF ROUGrl GRADE APPROVAL, SHALL PROVIDE A BLUE TOP WITH ACCOMPANYING WITNESS STAKE. SET AT THE CENTER OF EACH PAD REFLECTING THE PAD ELEVATION FOR PRECISE PERMITS AND A BLUE TOP WIT~ WiTNESS STAKE SET AT THE DRAINAGE SWALE HIGH POINT REFLEXTING THE HIGH POINT ELEVATION FOR PRELIMINARY PERMITS. 12, ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER THE GRADING CODE. 13. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND TO DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, SUBDRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 14. SUBDRAIN CUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRAIN CONSTRUCTION. 15. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE/GRADE AND REFLECTED ON AS-GRADED PLANS. 16. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITI PROBLEMS EXISTS, SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED TREATMENT TO ThE BGILDING OCFICIAL FOR APPROVAL. 17. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TD BE NECESSARY BY THE ENGINEERING GEOLOGiST AND SOIL ENG1NEER, THE SO!L ENGINEER SHALL SUBMIT DESIGN. LOCATIONS AND CALCULATIONS TO THE BUILDING OFFICIAL PR:OR TO CONSTRUCTION, THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITI OF THE SLOPE AND ADJACENT STRUCl URES UPON COMPLETION. 18. Wf 1EN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DlTERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READl"Y fRA~SMIT WATER. IF CONSIDERED NECESSARY BY THE ENGiNEE.RING GEOLOGiST AND SOILS ENGINEER, A COMPACTED FILL BLANKET Will BE Pl ACED. 19. THE ENGINEERING GEOLOGIST ShALL PERFORM PERIODIC INSPECTIONS AND SUB,111 A COMPLETE REPORT AND MAP UPON COMPLETiON OF THE ROUGH G,ADING. 20. THE COMPACTION REPORT AND APPROVAL FROM TYE SOIL ENGINEER SHALL INDICATE THE TIPE OF FIELD TESTING PERFORMED. EACH TEST SHALi._ BE IDENTIFIED WITH THE METHOD OF OBTAINING THE iN-PLACF D[NSITI, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TESTS. SUFFICIENT MAXIMUM DENSITI DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THF MAXIMUM DENSITI CURVES USED BY THE FIELD TECHNICIAN. 21, THE SOIL ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFIENT INSPECTIONS AND BE AVAILABLE DURING GRADING AND SPECIFICATIONS AND THE CODE WITHIN THEIR PURVIEW. ?2. lHE CIVIL ENGINEER SHALL BE AvAILA8LE CURING GRADING TO VERIFY COMPUANCF WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMiT WITHIN THf:IR PURVIEW. 23. ~HE PERMITTEE IS RESPONSIB"E FOR DUST CONTROL MEASURES, 24. SANl1ARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 25, THE LOCATIONS AND PROTECTION OF ALL UT1L1TIES IS THE RESPONSIBILITY OF THE PERMITTEE. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT AO.JOINING PROPERTIES DURING GRADING. 27. ANY EXIS:ING WATER WELLS SHALL BE AOANDONED IN COMPLIANCE WITH SPECIFICATIONS APPROVED BY ORA,IGE COUNT/, HUMAN SERVICES AGENCY, DIVISION OF ENVIRONMENTAL HEALTH. 28. ANY EXISTING O!L WELLS SHALL BE ABANDONED IN COMPLIANCE WITH THE ORANGE COUNT/ OIL CODF TO THE APPROVAL Of EMA/REGULATION, SPECIAL SERVICES SECTION, 29. ANY EXIST!NG CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED 1N COMPLIANCE WITH THE UNIFCRM SUILDING CODE TO THE APPROVAL OF EMA/REGULATION, SPECIAL SERVICES SECTION, 30. PRIOR TO FINAL AF'PROVAL, THE CIVIL ENGINEER SHALL CERTIFY TD THE BUILDING OFFICIAL THE ,AMOUNT OF EARTH MOVED DURING THE GRADING OPERATION. 31. THE PERMITTEE SHALL COMPLY WITH THE GRADING CODE REQUIREMENTS WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PFRMITTED SITE ON PUBLIC ROADWAYS, (GRADING NOTES CONTINUED ON SHT. 263) Design Profile 1 :1 Projection ALLUVIUM PRO,IFCT[D PL!\NE 1 TO 1 MAXIMUM FROM TOE OF SLOPE ~-Topsoil ----Existing Prore Alluvium AND TOPSOIL REMOVAL DETAIL (N.T.S.) REMOVE UNSUITABLE MATERIAL--\ TO COMPETENT MATER1AL ---\ 4' KEY DEPTii (D)-----A NOTE: REMOVE UNSUITABLE MATIERIAL----- '-CUT SLCPE PORTION* (TO BE CONSTRUCTED PR,OR TO FILL PLACEMENT) A BENCH (TIPICAL) -~ BENCH (TIPICAL) * CAN BE CONVERTED TO FILL SLOPE WITH A MINIMUM 2 FT. DEEP AND 15 FT. WIDE KEY AT TOE FILL OVER CUT SLOPE SUBDRAIN AND/OR GREATER DEPTH AND/OR WIDTH OF LOWEST BENCH (KEY) MAY BE RECOMMENDED BY THE GEOTECrlNICAL CONSULTANT BASED ON ACTUAL FIELD CONDITIONS ENCOUNTERED DURING GRADING, BENCHING DETAILS (N.T.S.) "INISH GRADE NO OVERSIZE ZONE -------- FINISH SLOPE FACE ___ -_ \::--::_ _I_O'tlN __ OI,_ DEEPES~ UTILITY__ COM~t~TED ~~-- \ _-_ -__ -L_r~ _:~~-• -~------::_ --·-- - - - - _,,,_ - - -0---- - - D_ - - -- - - o_ -----~--------------------------~--------------------------~--------------------- - - - -/-, - - - - - - --- - - - ---·-- - - - - j_ --;-__:-_-__:-,;<-"'.:_-_-_-Q_-_-_-_-_-----Q-----------~t 3' MAX. ____ -4-0:r:::-7',£---4' ~N ---_ t~~5'-Ml~~-=-f----,r. ------/---_ -------J--_ _ _ _ _ _ _ 3 MAX. -_-_-_:---,.,.-r-------_-_-- - - - - -_-_a_---_-------~ --__:-_ ----~-------------------/------ - -- - ---- - - - - ------------------ -OVERSIZE WINDROW REGULAR FILL FREE OF OVERSIZE SHOULD BE COMPACTED TO 90% RELATIVE COMPACTION PROFILE ALONG WINDROW OVERSIZES CAN BE PLACED EITHER ON A COMPACTED FILL SURFACE OR IN A fRENCH DUG INTO COMPACTED FILL AND THEN SURROUNDED WITH GRANULAR SOIL WHICHSHOULD BE DENSIFIED BY FLOODING. (GRANULAR SOIL SHALL MEAN ANY SOIL WHICH HAS A UNIFIED SOIL COMPACTION SYSTEM [UBC29-1) DESIGNATION OF SM, SP, SW, GM, GP, OR GW WITH SE :,. 20). INTERIM COMPACTED Fill SURFACE IN STAGES (FOR LARGE ROCKS), OR AT ONE TIME (FOR SMALL ROCKS) \ GRANULAR SOIL CAN BE PLACED ·---- 6" MIN, LARGE ROCK INTERIM COMPACTED Fill SURFACE TRENCH DUG INTO COMPACTED FILL GRANULAR SOIL (SE:,. 20) :0 BE DENSIFIED BY FLOODING - ROCK PLACEMENT DETAIL ROCK DISPOSAL DETAIL (N.T.S.) ~ NATURAL GROUND '- 1:1 MAX---~~~-=-c_c-=_~-CTCC---~-~------~------~"'--/ BENCHING --SUBDRAIN TRENCH SUBDRAIN SEE AL TERNA TES A & 8 ~A=L~T~E=R~N=A~T~E~A~: PERFORATED PIPE SURROUNDED WITH PERMEABLE MA TERI AL / // / -1 I DESIGN FINISH -1-1 t:U 1:.- GRADE ¥-' 'fi . .1---.--FiLiER FABRIC ( (MIRAf! 140 OR A NATIVE BACKFILL APPROVED EQUI\IALENT) _L ~ _____ .. __ ~3/4» TO 1-1/2" 1 ' --~ .~: -~-• • • -~ ·.·'.,&P ~ • • ·: ;~~~~~VEL OR 15' 5' 20' MIN. -EQUIVALENT MIN. MIN PERFORATED 4"1 NONPERFORATED I MIN. PIPE --CAL iRANS CLASS 2 PERMEABLE DETAIL OF CANYON SU8DRAIN TERMINUS 9 FT.3 /FT < BEDDING A ALTERNATE A-1 4" MlN. ALTERNATE A-2 SUBDRAIN PERFORA TEO PIPE -6"111 M\N. AL TERNA TE B: CLEAN GRAVEL WRAPPED IN FILTER FABRIC ~ 6" MIN, OVERLAP\ , r , --1 i- FILTER FABR A ,., MtRAF1 140 ' F1L TER FABRIC > < OR APPROVED EQUIVALENT A ~ A ALTERNATE B-1 3/4" TO 1-1/2~ CLEAN GRAVEL OR APPROVED EQUIVALENT ••. 9 FT. 3/FT. ALTERNATE 8-2 • IN ADDITION TO 5• MIN. Ov£RLAP, IT IS SUGGESTED TiiAT FILTER FABRIC BE _, PROPERLY TIED (SUCH AS W\1H NAILS). • SU!'JDRAIN lNSTAll.A TION -SUBDRAIN PIPE SHAU. BE INSTALLED WITH PERFORA TlONS DOWN OR, AT LOCATIONS DESIGNATED BY THE GEOTECHNlCAL CONSULTANT, SHALL BE PERFORATED PIPE. • SlJBORAlN TYPE -SUBDRAIN TYPf:'.: s·HALL BE ASTM C508 ASBESTOS CEMENT PIPE (ACP) OR ASTM _ D2751, SOR 23.So OR ASTM D1527, SCHEDULE 40 ACRYLONllR!LE BUTADIENE STYRENE (ABS) OR AS1M 03034 SDR 23.5 OR ASTM D1785, SCHEDULE 40 POLYVINYL CHLORIDE PLASTIC (PVC) PIPE OR APPROVED EQUIVALENT.' SPECIFICATIONS FOR CAL TRANS CLASS 2 PERMEABLE MATERIAL U.S. STANDARD SIEVE SIZE 1. 3/4" 3/8" NO. 4 NO. 8 NO. 30 NO. 50 NO. 200 .EJ;:RCENT PASS!NG 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 SAND EQUIVALENT > 75 .. f-J\. i---_C_A_N_Y_O_N_S_U_B_D_R_A_I N_D_E_T_A_I L __ _ V (N.T.S.) .,·' ·, !, ' ' ', ' ,, ' ~i~i,;l f' '± ~ --:-=-~=~;. ::=-::_::_::_::-~ - (D) -KEY :onmA-2%-M;. TILTIIA~K --- 2' MIN. OR J 1-----KEY WIDTH (W)-----l PER APPROVED 15' MIN. OR PER APPROVED REPORT/PLANS REPORT/PLANS PERFORATED PIPE-~• •1 10' MIN. £A SIOE CAP FOR ALT. B NONPERFORATED OUTLET PIPE DETAIL 8-8 T-CONNECTJON liQI.ES;_ • ACTUAL DIMENSIONS OF Fill BLANKET, BACK CUT, KEY WIDTH, KEY DEPTH, AND SUBDRA\N MAY BE CHANGED AND ADDITIONAL KEY HEEL SUBDRAIN, BLANKET DRAIN, OR VERT!CAL DRA!N MAY BF. RECOMMENDED BY THE GEOTECHNlCAL CONSULTANT BASED ON FIELD CONDITIONS. SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL • SUBDRAIN INST ALLA T!ON -SUBDRAIN PIPE SHALL BE INSTAL.LED Wl1H PERFORATWNS DOWN OR, AT LOCATIONS DESIGNATED 8Y THE GEOTECHN!CAL CONSUL TANT, SHALL BE NONPERFORA TED PIPE. • SUBDRAIN TYPE -'SUBDRAJN TYPE SHALL BE ASTM C508 ASBESTOS CEMENT PIPE (ACP) OR ASTM 02751, SOR 23.5 OR ASTM D1527, SCHEDULE 40 ACRYLONITRILE BUTADIENE STYRENE (ABS) QR ASTM D.3034 SOR 23.5 OR ASTM 01785, SCHEDULE 40 POL YV1NYL CHLORIDE PLASTIC (PVC) P\PE OR APPROVED EQUIVALENT. U,S. STANDARD =_li!ZE 1" 3/4" 3/8" NO. 4 NO. 8 NO. 30 NO. 50 NO. 200 £ER.CENT PASSING 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 SAND EQU!VALtNT > 75 15' BACK CUT 1: 1 o'R FLATTER TYPICAi... BENCHING -SUBORAIN SEE Al TFRNA ITS A & B CALTRANS CLASS 2 PERMEABLE MATERIAL (3 FT.3/FT.) - T-CONNECTION PERFORATED PIPE 4~¢ MIN. 6~ MIN. COVER 4~ MIN. BEDDJNG- ALTERNATE A PERFORATED PIPE SURROUNDED WlTH PERMEABLE MATERIAL. POSITIVE SEAL SHOULD SE PROVIDED AT THE JOINT-~ S,: MIN ~ 0 FILTER FABRIC (MIRAFI 140 OR EQUIVALENT) b» MIN. OVE'.RLAP _ _ _ • : 3/4-TO. • '--""""··c;j< 1-1/2~ Cl.EAN GRAVEL OR , APPROVED. EQUIVALENT (~ FT. 3/FT.) T-CONNECT!ON (S!:=E OE'TAll B-B) ALTERNATE B CLEAN GRAVEL WRAPPED IN FILTER FABRIC SLOPE-BUTTRESS OR REPLACEMENT FILL DETAIL (N. T.S.) f INISHED SLOPE FACE-~ PROJECTED PLANE 1 TO MAXIMUM FROM TOP OF SLOPE TO COMPETENT MATERIAL--------~~ KEY DEPTH (D)---~ OVERBURDEN OR UNSUITAB"E MATERIAL- ~ 15 FT. MIN. LOWEST BENCH (KEY) (W) FINISHED CUT PAD -PAD OVEREXCAVATION AND RE- COMPACTION MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT • BASED ON ACTUAL FIELD CONDITIONS ' ENCOUNTERED. NOTE: SUBDRAIN AND/OR GREATER DEPTH AND/OR WIDTH OF LOWEST BENCH (KEY) MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON SUBSURFACE .CONOiTIONS EXPOSED DURING GRADING. SIDE DESIGNED HILL FILL KEY DETAIL 1 (N. T.S.) 1/2 0 1 2 3 inches on originai dravving ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS r1=p 01198' ,.) .,,,. s - • , ;i;HEET 262 SCALF DATE OWG. NO. ,OF DRAWN _D.M.W. CHECKEO----AS ·' 28! i i 185 00 CU. EXC YDS L ' \ \ • \ I / . ----~ --· ' :"· --~ ---s-' -~ 186+00 l ! ' 187 +00 i '' I I I / Sc,O , 0-;:;~¥-✓._,_ .... \ . ..,.1-_1_'.:.,,_._);,..-~_..,,-s40. 1 • ' t \ ~ ' / ' ·-. '\ . ,_ \ I . . -. •• • /u ,. -. .:\~~~ \ ~t·~--~-~;;~-r~--1:::;~i-~'f:J~) :: ~ ~ / S 3 D ~ ! ' : >l'J) ' . ' ., . ,' ,' . / ' -i' _-_ ir- i' ,' , , I '.' f i i / l -/ • /· 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 188+00 / f l ~---to'-----,!'-/ ' 1 i 189+00 i ,. / 19 i +00 i i """"'· • .,,,~-•~• ,a--~o~•""" >« ·•----~-- 191+00 ' \ i ; i .,. ... '<'Y•-~>~=•<"">'' ,<;.•>S•s-•'° w-•~• < ·-"O'co,, 'Or «~-•co<'h"""'''" o,cV~•· .~ ,»' ,,0,ooc-'•~~«•"• J \ ' "r,".,,,.-.,.,' 192+00 / / I ' I { I • 1 I • r I lj i I , , I . I 1 I \/ ), j I 6 193+00 . ;i i ~I -.ol I I I I 19 +00 ... l • • """- ! 195+00 i ' ""'"""'"' t ) • • l ! \ / l J J 196+00 ~•··•"'""'" .-' ,. -···'--"~-co } i ! .... i ·-·"""" • i . i 197+00 i • i / f ,• 198+00 fii2o SLOPE ',~,,--,,,po'"'"~ • ·,• .. •d .... , , ... •· • • •• , , ! / / ' f j i i i i { J t j i / i / / i ! ' . MARK DATi:-... DESCRIPTION iiEVISIONS • _QES!GNED DRAWN....G.E.A. CHECKfO J.□:-- i 199+00 • ' f l . / i ' / i PREPAR~D av· STATION CU. EXC. YDS • • i / -r,: 'E ,n ! ' i J KEilH COMPANIF.S ,,, NB -----:---- ....... •Q• --------·-~-,c~ :!OO&Mlt:t'Slrffl ---c=- ENViRONME~f:~tE COUNTY "" 9 ,.,.rrnH ANAGEMENT AGE C ·_ LANDSLIDE GRADING ~~~i0/01~EIP 011989 PREPARED SUPEAI/ISIOttrg~R ·SCALE ,'\S SHOWN 5HEET 262A OF 288 " ,o oro oro 0".. nn O'... (GRADING NOTES CONTINUED FROM SHEET 262) 32. N/A :so. N/A 34. ALL CONCRE~E STRUCTURE THAT COME IN CONTACT WITH THE ONSITE SOILS SHALL BE CONSTRUCTED WITH rYPE 5 CEMENT, UNLESS DEEMED JNNECESSARY TO SOLUABLE SULPHATE-CONTENT TESTS CONOVCTFD GY SOIL ENGINEER. 35. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE o:sTR!CT GRADING INSPECTOR. 36. SLOPES EXCEEDING 5' IN HEIGHT SHALL BE PLANTED WITH AN APPROVED PLANT MATERIAL. IN ADDITION, SLOPES EXCEEDING 15' IN HEIGHT SHALL BE PROVIDED WITH AN .APPROVED IRRIGATION SYSTEM, UNLESS OTHERW:SE APPROVED BY THE BUILDING OFFICIAL. 37. THE GRADING CONTRACTOR SHALL SUBMIT A STATDAENT OF COMPLIANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROVAL. 38. N/A 39. PRELIMINARY SOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS AS APPROVED BY EMA/REGULATION, GRADING SECTIONS ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. 40. ALL EXISTING DRAl~AGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM WATER ARE PROVIDED AND FUNCTIONAL; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD UABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 41. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN 1 /2 MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. DAILY, ON SUNDAY OR ON A FEDERAL HOLIDAY. 42. N/A 43. THE PERMITTEE SHAL~ GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO THE BEGINNING EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN THE EXCAVATION WILL COMMENCE. THE ADJOINING OWNER SHALL BE ALLOWED AT 30 DAYS AND REASONABLE ACCESS ONTO THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS PROTECTED BY LAW. EROSION CONTROL: 44. IN CASE OF EMERGENCY CALL: JAMES A. DANE AT WORK: 714 540-0800 45. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECCESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCK PlcED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 46. EROSION CONTROL DEVICES SHALL NOT BE 'AOVED OR MODIFIED W:THOUT THE APPROVAL OF THE BUILDING OFFICIAL. 47. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHAU. BE IN PLACE AT THE ENC OF EACH DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 48. AFTER A RAINSTORM ALL SILT AND DEBRIS SHACL BE REMOVED FROM STREET, CHECK BERMS ANO BASINS. 49. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARDS DESILTING FACILITIES. 50. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 51. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH APPROVED PLANS. UNDERGROUND STORAGE TANK REMOVAL: 52. IN THE EVENT THAT SOIL CONTAMINAT!ON IS DISCOVERED DURING THE EXCAVATION AND REMOVAL OF AN EXISTING TANK, WORK SHALL BE STOPPED UNT!L A SITE ACCESSMENT AND MITIGATION PLAN HAS BEEN P~EPARED, SUBMITTED AND APPROVED 9Y HCA/ENVIRONMEC,TAL HEALTH ANO EMA/GRADING 53. ISSUANCE OF A GRADING PERM,T DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER AGENCIES W.TH Rf:GULATORY RESPONS'BILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. TOP --6"x6" -W1 .4xW1 .4 W.W.M. ELEV. ~ F.L.~1 .00' >-----INLET TYPE V SECTION A-A 5.5' 5.5' A RISER PER O.C.E.M.A. STD. NO. 1305 n ,,., N A --~,,.,--1-------' "' N 5' SWALE SEE DETAIL 5, THIS SHEET ~ __ C_._M_._P_. _R_I_S_E_R~/_S_W_A_LE_I_N_L_E_T __ _ ~ (N.T.S.) ®JUNCTION !---INLET TYPE V RISER PER O.C.E.M.A. STD, NO. 1305 ,---6" CONC. ENCASEMENT ---.....__ JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. STD. NO. 1315 STRUCTURE W/C.S.P. RISER (N: T.S.) 5' SECTION A-A 1.5' 1.5' n 5' 5' 7' A--_, 7' F.L. DOWN-DRAIN-j N TRANSITION 5' GUNITE SWALE SPLASH WALL DOWN-DRAIN TO GUNITE SWALE TRANSITION (N.T.S.) m 24"x 24" CATCY BASIN, BROOKS No. 2424 OR APPROVED EQUAL WITH ALHAMBRA FOUNDRY RA!SEC GRATE AND FRAME No. A -1850 OR APPROVED EQUAL ENCASE 6" PIPE WITH CONCRETE JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. --- STD. NO. 1315 , ' . TROWEL TO DRAIN CONCRETE INVERT 1----6" P.V.C. SCH. 40 6" . ' -=:\ ------\-------"---'--'---------------' STORM DRAIN PIPE 12901---_,.·M=E=D~IA~N'-"-=D~R~A~I N~R~l=S=E~R~D~E~T~A_I L (N.T.S.l JUNCTION STRUCTURE G" p V C 40 -TYPE VI PER • • • SCH. O.C.E.M.A. STD. No. 1315 ENCASE 6" PIPE WITH CONCRETE STORM DRAIN 24" ,24" CATCH BASIN BROOKS NO. 2424 WITH ALHAMBRA FOUNDRY RAISED GRATE AND FRAME NO. A-1850 OR APPKOVED EQUAL. 6" P.V.C. SCH. 40 AS NECESSARY CONSTRUCT 3" THICK CONCRETE FLOOR IN BOX MATCH FLOW LINES TROWEL TO DRAIN. • Z, 5~ MIN. UNDER TRAFFIC. AREAS (NON-LAND SCr'+P£) t ' 0 ' '< C)Dc§l08rOc§lDc?.SC)D. -. \:' ~~~ §)3)~~fl; 1.,,nl-~ C)oC)oC)oc::,oC)9)'a111 ;!, Cl Cl Cl Cl Cl Cl ffi~ ' -· --··--,- ........-r....c..........,.1 m SECTION A-A GEOTEX11LE FILTER FABRIC PER O,C.E.M.A. STD. 1808 RIP -RAP PER O.C.E.M.A. STD. 1809 15' fs\,-----_R_I_P_-_R_A_P_V_E_L_O_C_I_T_Y_R_E_D_U_C_f_R __ _ V (N.T.S.) 12' ------~-------· 7' -TERRACE DRAIN f-'ER O.C.E.M.A. STD. NO. 1 321 ~----1_2_' _T_E_R_R_A_C_E_D_R_A_I N ___ _ V (N.T.S.) MARK DATE DESIGNED DRAWN D.M.W. 1 1 2 0 1 2 3 inches on original drawing DESCRIPTION REVISIONS CHECKED ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS PREPARED U~DE~ (/ lj,:::,..,..e SHEET SUPERVISION OF __ , 263 DATE - SCALE DATE DWG. NO. 01' AS SHOWN 289 0001.--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~'1"19!"1¥1-+ ) A L( __ in 6" ---1 I -~- ,,.,, .-· ....... / I -j-/ I -j \ I I / ' J J-/ I I I I I I fillet B--_..J c---1 --see detail G 45· c--_.., PLAN L = SEE PLAN 4 PIPE DIA. (MIN.) ,,.,,-ii_mits of grouted~ / r:p-rap 020 3 [L w w w II ,< @IMPACT TYPE ENERGY (N.T.S.) DISSIPATOR SECTION A-A '-. PLACE DlAG. #50€," c--c TOP & BOTlOM TYP. TOP & BOTTO~ OF SLAB ---SECTION B-B RE!NFORCMENT DETAILS FOR FLOOR AND ROOF SLABS TYPICAL >---------3/16~ DETAIL A -ROTATED 90° - z 0 F u w ' _, w J Os-Ic V Z<C <II "'" ' p •• ~ I pc µ "' -.,pc 0 z~ <C ' • • 0 - w tc:>-IC Z<C <CI :::;m 7--,- I. PRECAST ~ STEPS-SEE NOT 3---....., ROOF SLAB '-' "' ,--;:; w "'w !~-~ --<CZ "' -l"','.-------4 ,. STEPS ARE 0 j1 w ~ CONTINUOUS 0 ,_ ~Ql.1.Gl:i._SHAFT !a!:J ro I -0 0 "' ~ w ;:; le' I SEE z" J, 0 "' ,. NOTE 3 A) le! ~I~ ,-, [ -. 'c: PIPE RAIL I' SEE NOTE 1__ I -I• m~ . -~w SEE DETAIL A_ al' FOR JOINT Jo b ,_ >- I le' z o. 1--IB: cO <C ,= ~ <C ice Cf' 0 u -5"->-s COUPLING 3'~o· PRECAS;" I' t; ROUGHEN ~URF ACE 3' ~ I ~ <( 0 _ J/100R SLAB Wx SLOPE 1 /8' PER FT +-Ow --~ er w ...._"--'>. ' ~ 1-1/2" GROUT HOLL._ ' JOiNT DETAILS PER 2~X6" INSIDE DIAMETER _.,.. LIGHT WEIGHT METAL INSERTS -NOTE 8 TYPICAL FOR ROOF SLAB GROUT RAIL IN PLACE V VERTICAL SECTIONS ~1-_M_A_N_H_O_L_E---,--L_E_D-,--G_E_D_E_T_A_I_L_ ~ (N.T.S.) 6" t / a \ \ 1: 1 --- 6' CHAIN LINK FENCE PER o.c.E.M.A. STD. 600·0·0C \ I 1-#4 @ top "" -\ --#4 'S: @ 18" "': -•--\ r--first layer of rip-rap placed at random with maximum spacing of 2~ between rocks. both ways J #4 @ 10" "' Z' both ~1 2"ci~ cl, ways add(2) ~ -#4's roughened~- construction / joint / p.c.c _ ________,./ #4 @ 1 o" both WO , la n #4 @ 18" both ways /~ 6" filfet _, E h . . .-_ '---4" / fillet #4 @ 18" beth ways-L __ 6"min. 6x6/10/10 wire mesh where slope is steeper than 4: 1 4 Pioe Dia. (min.) SECTION NOTES 1. MANHOLE SHAFT SAFETY LEDGE Will BE NOTED ON THE PROJECT DRAWlNGS WHEN REQUIRED. GENERALLY, IT IS TO BE CONSTRUCTED IN DEEP MANHOLE SHAFTS 20 FT. OR GREATER IN DEPTH. 2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MAN- HClLE IS REQUIRED. 3. STEPS SHALL BE 3/4n ROUND GALVANIZED STEEL ANCHORED 4" IN THE WALi OF THE STRUCTIJRL STEPS SHAl.L RE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT. SEE DROP STEP DETAIL HEREON. 4. CONCRETE SHALL DEVELOP 3000 P.S.I. OR GREATER IN 28 DAYS . 5. REINFORCEMENT SHALL BE PER ASTM A615, GRADE 40. REINFORCING STEEL SHALL TERM IN A TE 2n CLEAR OF CONCRETE SURF ACES UNLESS OTHERWISE SHOWN. 6. GROUT HOLES, PIPE AND FITTINGS SHAU. BE PROVIDED IN THE FLOOR SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT GROUT ANO GROUTING PRESSURES SHALL BE AS DETERMINED IN THE FIELD BY THE ENGINEER. 7. PIPE ROLL SHAl,l BE FABRiCATED OF 1-1/4n STANDARD GALVAN!ZED PfPE COMPOSED OF TWO SECTIONS 7.5' AND 1.5' IN LENG'TH JOINED gy' A GALVANIZED COUPLING. THE COUPLING SHALL BE TH Rf ADE□ A MINIMUM OF 2~ ON EACH PIPE LENGTH. 8. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR REINFORCED CONCRET"f:: PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL BE FILLtD WITH 1-2 MORTAR ANO NEATLY POINTED OR WlPEO ON THE INSIDE. VARIES (AS REQ'D BY THE A-A 14~ N.T.S. I STRUCTURAL ORA'MNG) j r3f4" ROUND MILD STEEL s1R PLAN VIEW ,...A :t BEND HOT [A -14• [1_ __ 2-112·L~ +;~~~·· ·:jt~ SECTION A-A FRONT ELEVATION ~ DROP STEP DETAIL N.T.S. NOTES AN ·ALTERNATE STEP MAY BE USED SUBJECT TO THE APPROVAL OF THE ENGINEER. 1 • All STEPS WlLL BE FIRML y AND RIGIDL y SET AND NO CONES OR SHAFTES WILL BE 2• ACCEPTED WITH BENT OR CRACKED STEPS. 3. STEPS Will BE GAL VAN I ZED AFTER BENDING. L -- ; • -• • I I • -. --_l '. ·- -·_. ', ' -I SEE PLAN SYMMETRICAi ABOUT t --~ ' ' I G' CHAIN LINK FENCE PER 0-C.E.M.A. STD. 600-0-0C SHORT WALL -r I f 1 ,__e -#4 @ 18" o.c. BOTH WAYS 6" FILL ET #4 @ 18" BOTH WAYS (2)#4 -.-----+tlJ :\~-+•·~:-;::;;~c=:::-_-:==·· r==t-;:±:=y: .-_-.-.:.._. ~1. __ L_A_P __ 1 p .C.C. -~ P.C.C. SECTION B-B DETAIL F RIP-~ C Slope to E conform to -., existing F.L. 8"min. flow tine SYMMETRICAL ABOUT it---" I 'i OPENING I TOP OF WALL SLOPE i I~ ~~~ I~ 1---+-6-" -F-IL_L_ET_-~'c-i•1/: #4 @ 1 s" BOTH WAYS f------'----t-'--_ .· . ~,........~-·. -_-------+--'. .c.::c_. I I .• ~ • ---·-=::!-- b I n .. : . 2" [L 5 #4 @ 18" BOTH WAYS--~ • SECTION c-c DETAIL G A HEAOWALL SHALL BE MONOLITHIC. LAP ALL BARS AT CORNERS 30 DIAMETERS IF NOT CONTINUOUS. /---(2) #4 OR #5 MIN. NOTES: A {I / ELEVATION MIN. G' CHAIN LINK FENCE PER O.C.E.M.A. STD. 600-0-0C 1. HEADWALL SHALL B~ CONSTRUCTED OF CLASS A CONCRETE. 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W' UP TO 5(/'. ABOVE "VI' =60" NO. 5 BARS SHALL BE USED. 2" MIN. CLEARANCE, 30 DIAMETER LAP, ALL STEEL. 3. ADJACENT SLOPES SHALL BE 1-1/2 TO 1 OR FLATTER. 4. MULTIPLE PIPES TO BE SET WITH LONG- ITUDINAL CENTERS 1-2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/ 4" RADIUS. 6. "VI' SHALL BE INCREASED WHEN MULTIPLE PIPES OR PiPES ON SKEW ARE USED. [f _ _ SEE NOTE 2 1 I ]'--..... #4 OR #5 fl -t -,-f-y:-.._/ 12" 0.C. EA. I I ,~ r:::; WAY, SEE i' --I--+-7 : I NOTE 2 µ _I_L l _l_j I I I I I _I_J tr__-:J ·=-c Ci :lJ REINFORCING DETAIL (2)#4 OR #5 , ~r"' 'st, / SEE NOTE 2 _; / CONTINUOUS BAR__,,/ ,,- 90" BENO // #4 OR #S 1?---/ O.C. EA. WAY SEE NOTE 2 SECTION A-A ------- Di fv1 FNSIONS PIPE L E F w DIAM. 24" 4'-9" I 2'-8" 4'-0" 2'-6" 30" 5'-5" 3'-0" 4'-6" 3'-0" 36" 6'-0" 3'-4" 5'-0" 3'-8'' 42" 6'-7" 3'-8" 5'-6" 4-'-2" 48" 7'-3" 4'-0" 6'-0" 4'-1 o" ----- 54" 8'-2" 4'-6" 6'-9" 5'-4" b I " io 0 + Cl 0 _; -P.C.C. SYMMETRICAc ABOUT Ci_---~ it i H 45 I I I '----'------,--------~ -.-'-,----.. . BAFFLE WALL • /--#4 @ 1 O" O.C. --#8 EDGE BARS ADD'L ---WALL REINFORCEMENT NOT SHOWN PARKWAY CU L VERT-TYPE "A" -------·--· (N. T.S.) 0.C,E,M.A. STD. 1309 1 1 2 0 1 2 J inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS MARK DATE DESCRIPTION PREPARED UNDER / -· __ ,., /# ./'I SUPERVISION OF,;~~=__ U', ,l_./~--WI NG -TYPE HEADWALL REVISIONS ~ DATE IS 6 41----------( ____ )_________ DESIGNED SCALE_T_ DATI:. OWG. NO. oco N. T.S. w I o~l ___________________________________________________________________________________________________ j _________________________________________________ J. __________ .J~D:~:::w:N~D~M~,W~,;;;;;;,l~C:H~EC~K~E~O~;;;;;;;;;J.A~S..:S.H~O-NJ. ___ ..1, ______ ,rr O'- SHEET 264 OF 289 C'l n 0"-00) . i i_ I r------!7N!5JI ~.4.Df PVC 5ch 47E:.L PVC xh 80 II/PPL£ (/e,ry/lJ ~ -"'"~1~1.recJ f • ~f"I( ST/<FET ELL I ~ I ,,y I r--/l D // IN /</St/< / {a, ny.ved) I r I M POP-UP ROTOR • ' LE9END CONTINUED: SYMBOL MANUFACTURER MODEL NOJDESCRIPTKlN GPM PSI RAD DETAIL i TORO S700HP-PC-6.0 POP-UP-ROTOR 5.50 40 47 'M' ~ TORO S700HP-PC-7.5 POP-UP-ROTOR 6.94 40 46 'M' ,,----.rl/'/IS/.1 Gl',tJll ~---L.QT.el'JlL L/Nc r---:MQIN LIN1= • :5LllV!:· CONl:XIIT . G CONT.POL t.J/l'C . HOTCS: I. /ILL PLIIST/C P/1"!~ TtJ .M SIIAKcD l'I T/<l:Nt'lll:S. 2. BtJN/Jll ; mPr Mf'/f/6 AT ltJ' mt:l'Y.4LS. 3. Tic /I LtJOS.e eo· Lta" IN M/<IN6 /IT C/.l.llN6t: Or Gl'cCTION 6/'l:4Tl:f' CL.£/W f3/ICl{tl.L COflTFllCTDf' SI/All ,P/2oV/o.£ '10% COMPACTION If/ AU.. Tf'-ef/C/-11:.S Pet' COVNT; or Of'Al-/(,,,e, DJV/P0/1 MENPlt. MA!/AC,eMe;./T ,4<,ENC; f2cGU!..47f O;./_ TIIIIN :J0°. t/NT/t: /ILL La:Jf'.5 llrT!:/l 4LL CONNcCT/ONS tll7V.e IJ!:l:N M//DL:.. 4-:sec ll'l'l~4TION ::t='cc.1r1- c.41iavs .FOi" ,817CK,FILL I/ID COMP/JCT/ON l".e(?Ull".t:Mt:NT.5. I TRENCHING tt!D V/tW {JJl_,R-. !"Lt' &/2 40 ,Pff"L: anchor rwar at ;o;4t'I ac. , tl/1,A.l'VC' S~/2 40 t'O{lf'L/1./G ti" 3 MM,A---t1 U/1?:-l'VC .xh 40 ?/?f. ~-rlll/511 Gflllfr J PIPE ON GRADE SIJ!;../c; JO//JT UVl'·IVC F!Pc cJA/.V. 5LUVe-- I K PIPE ACROSS BENCH DRAIN FINIS/I Gl"JJ/Jt:. ~ __.----,---,SPP!NKLEP h'l:.4D ,,--/J/JV /.(/ lo/SL:/< ( /t.5 !"e(iUl'-.e.,0 ). p,e=1 _____ ,, l'c/34P. <>->-:kr"' into sb,... . .,,-*~- t-r.4ST-LOC!<. Gd[ V. 8/HJS _,.----,tlVl!P..Cf<ISE/< ~-PVC Sch. 40 Tll ~PVC LJJTE/<llL IMPACT ON RISER E NOTC: IN574LL /7'V':1 wC/t"rl'OM Ne//ll"c":57 .4DJ4Cl:.'./7 fllvfD 41"!:ll. I . • .. • I . • I • . ' ' . . • • ' . • • • • • •• • • ,----OUICK (C!t/PLf,R J/4L//E rm11;111'".i»w .7,,,,;, 111 ,v,,-,,r,""'"' I /lvsll b yr«t, /If tvr/-..) ~-r/N/511 6/<"1.0E (01-/{'f'ETE ST,1.8IL/Zc,R • !Jf/1/5S NIPPLE. • fY'ilSS EL/.5 0 d"-455 NIPPLE /;.WSSELLS 1 PVC'. ifE. ?VC Mlll!fLINE QUICK COUPLING VAL VE ..--r/N/511 U4/X • F I G ~ASS P/1"!!. ~--lJ.tllltY in, SI]" 'Y's/',.,.;,~ ,ui/1, ,W/7.t"!<,' min mom/ sv,,,,,_ • ~---------L~~:~~~:;;,;i1'cfl ' I I I I . I .,.......'--'" I ___.,, ,;,....,--UNION .J._ ,.u ~ ..lJ " • ((JNCl'tTt 5TIIJJ4LIZU-----1 ~-QI/SS tLLS PVC M41/'I Tl.'/----' Jr5Ti~M BACKFLOW PREVENTER rrltfls11 t:1'4DE rf"1r.----+!-----C.All ltALVf PYC Ml/IN LI/ill ------/"IC M4LE JID,4PTi?I' , {•-r'f=-') : 0/'lt CU~IC l'OOT l'4' Cr'_USJ,'f:D ~K GATE VALVE 0 l/.4N04L l"l'COi .eAICLOSUl"'-e Lll·M4X M/11',1:1£ Mi6. 13;,·:. ~s:; t,P07l./cl"'6 11./:. ~?? Sll1=IL,4 :JTl"ct:T WMMeP-Cc., CAm,1)1~~ • ..+-------JJ/JLL MCLJNT CtJNTPOLfL~ LIMIT fil1 ~--U----OJ-/·Orr 5/.IITcJ/ . ' " " " " " o I I I I FIN/SI/ Gf'lllJt:. ~j• /YA CONDUIT F::?f<- C'OJITML. /J/?cS. f/CT~-off wiring h 6, ins/a/It'd..,. ;:,u ioec/ ~- f'¥Dl'ldi! ~,ciol ,-flor:i: ad J!.c -~ ~ A, DUI_._ 1-t . ' CONTROLLER Tltf/SII /Jl';IJDI:. POP UP--------; SPP4Y llf.4D IJIT/1 51.Dt: INLLT ?Vi~ Seh80 f'/51'.r' PVC tLL ~1-.--PV C .STl'-f fT ELL ~-PVC Seh !JO NI.PPL.e '----!"re Ttf ""LLL IN L4Tff',4L A SHRUB SPRAY POP UP J"IM/S/1 m--//DL POP-UP-·-----; SPP4Y J.lf".4D ?YC &h80-- l"ISL'.I" PVC /:LL PVC .STl'-ftT .ELL --P.V C. Sch 80 NIPPLc. ~--?YC Ttf orfLL IN L4T.el".4L LAWN POP-UP 5Pfl/llJ:LE? JIEIILJ----~ {NJ"--A-t:' tl?✓,Pl1Ali::. 'l· 1/4ST--LCJC!f' G.4L V fJ.41-105 <'M'./-1.,t' /<l5E/< 5MN6 JCr/'IT- (tfJ/0 ~I lllff'l<5 and n.t, ,,,,. e'twv.} 5ll??LY LIN£ TE£ U--:"--"4 ?E/311/<, .4Ht/lO/< 14' INTO SLOPE llDV !NP/5£,R ( as "1 '""d_) ,,----,-;:;111511£0 6/<llDf IMPACT SPRINKLER ON·GRADE FIii/Sii Gl'llDE CONJl'OL V,c1LVE t:'CJMMON r'-fll'I:. mt ttJ/3/t rxr~ ¾" Cl't/Sf./EO l'OCK PVC M//IN LIME.-~ PL/l5TIC MLYf MX 11/i#J /«f.-Jng_ COvt!r, mar,I: '.-'PO'" 4IJd' stt1/JiJn nu,il:Jtt,-a, a»e-: PVC Tll -c· ( r M//IL I/OJIPTtJf' ('l-,....,tH,ro) ,---f'VC ,d, fCI NIPPLE 1----f'YCELL 1---PVC #/PPL£ CfJMMON ( Ct1--/77"0L J.///Ct:S o· CONTROL VALVE !M.llOl. V 'v ca • (D a 0 d:, 0 'ii " 0 ~ ® () " [I] ® -- MANUFACTURER RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD GRISW'.)lj) RAIN BIRD NlllCO RAIN BIRO CASH-ACME APPRKlVED APPROVED APPROVED APPROVED BRJWNLINE EXISTING LEGEND MOOEL NO.IDESCRIPTKlN GPM PSI RAD DETAIL 1806-MICRO-BIRD-2 MS16-180 ,• .35 30 12 · 'A' 1806-MICRO-BIRD-2 MS30-120 .67 30 12 'A' 1804-SAM-SQ-FLT TURF POP-UP .33 20 a 'B' 1804-SAM-BH-FL T TURF POP.-UP .65 20 8 'B.'. 1804-SAM-120 TURF POP-UP .53 20 10 'B' 1804-SAM-12H TURF POP-UP 1.05 20 1 O 'B' 1804-SAM-12F TURF POP-UP 2.10 20 1 O 'B' 1804-SAM-1 SQ TURF POP-UP .75 20 12 'B': 1804-SAM-lSH TURF POP-UP 1.50 20 12 'B' 35PJDA-TNT 11/64" NOZ. IMPACT 5.40 40 45 'C'/'L' 35PJDA-TNT 3/16" NOZ. IMPACT 6.40 40 47 'C'/'L' 35-TNT 3/16" NOZ. IMPACT 6.40 40 47 ·c· DW-PRV SERIES ELECTRIC REMOTE CONTROL VN..VE. 'D' 2030-2 1/2" MASTER VALVE. ·o· #33 UNE SIZE QUICK COUPLING VALVE WAJ)CKING YELLOW VINYL 'E' COVER 825Y REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTKlN 'F' DEVICE. SEE PLAN FOR SIZE. T-113 LINE SIZE GATE VALVE. 'G' ISC SERIES ELECTRIC WALL M')UNT CONTROLLER. INSTALL IN A VANDAL PROOF ENCLOSURE. 'H' TYPE FW-S/4" PRESSURE RELIEF VALVE. LATERAL LINE, CL 200 PVC PIPE, SIZE AS NOTED. MArNLINE 1 112" & SMALLER SCH. 40 PVC PIPE. 2" & LARGER CL 315 PVC PIPE. " SLEEVE, SCH. 40 PVC PIPE 4" DIA. MIN. INSTALL 24' BELOW FINISHED GRADE. EXTEND 12" PAST EDGE OF PAVING. CONDUIT, SCH. 40 PVC PIPE, 2" MIN. DIA UVR-PVC SCH. 40 PVC PIPE ON GRADE. DOMESTIC WATER METER BY OTHERS. 'I ' 'I' , I' 'I' (LEGEND CON'O AT FAR LEfT) GENERAL NOTES ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (.2X) lHE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WlRE SLEEVES SHN..L BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING . ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO· PAVING. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER e1PE SIZES SHN..L BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE Tl~ OF SAID REJECTION . FINAL LOCATKlN OF THE AIJTOMA TIC CONTOOI.LER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTKlN FROM THE ELECTRICAL SOURCE TO THE CONTROLLER ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFICED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE V!ITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VN.. VE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATKlN ONLY AND SHAlL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, lOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATKlN AND INSTALLATKlN OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT W!LLFULL Y INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DlFFERNCES SHOULD BE BROUGHT TO THE ATTENTKlN OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATKlN IS NOT PERFORMED, THE IRRIGATKlN CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISKlNS NECESSARY. ALL SPRINKLER EQUIP~NT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATKlNS AND SPECIFICATKlNS. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTN..LATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INST Af.LATKlN THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATKlN DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PEA THE DETAIL THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE M STATED ON THE SYSTEM f.1EQUIREMENTS. SHOULD THE STATIC PRESSURE EXCEED 20%, INSTALL A WILKINS' 600 SERIES PRESSURE REGULATING VALVE (IN A SEPARATE VN..VE BOX) DIRECT!. Y DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING VN..VE . AT 10% HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STA TED PRESSURE, NOTIFY THE ARCHITECT IMMEDIATELY. ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTKlN. THE MAXIMUM DEMAND OF GALLONS PER MlNUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START Of INSTALLATION. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHAl L BE SOLID COPPER-UF #14 DIRECT BURIN.. TYPE. USE. • BLACK INSULATED WIRE FOR CONTROL ANO WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12' MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 36~ MIN. COVER.· SLEEVE LOCATKJNS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL ALL QUICK COUPLER VN..VES ARE TO BE INST Af.LED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN 8" DIA. GREEN PLASTIC VALVE BOX. N..L THREADED PIPE CONNECTKlNS MADE TO SUP-JOINT PVC PIPE SHN..L BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 1)URA' DEEP SOCKET TYPE. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE Of'Tlr.lJM PERFORMANCE. N..L LATERAL LINE PIPE ACROSS CONCRETE DRAIN BENCHES SHALL BE INSTALLED IN A GALVANIZED SLEEVE. (SEE DETAIL). ~---CONTROLLER STATION NUMBER ------~F\-:-➔_-·::-_. -GALLONS PER MINUTE ~ VALVE SIZE DESIGNED ORANGE COUNTY · ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION DETAILS SAN JOAQ.UIMSI, HILLS ROAD I ' ',' "' , ',C• ''.•, ''! ' : I i',',, ' ' ' I PLANTING LEGEND SEE OM IX 1: GRASSLAND MIX SPECIES STIPA PIJt.cHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLUS HORDEUM BRACHYANTHERUM ESCHSCHOLZIA CAUFORNICA LASTHENIA CHRYSOSTOMA SISYRINCHIUM BELLUM LAYIA PLATYGLOSSA LUPINUS SUCCULENTAS COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANOO BROME MEADOW BARLEY CALIFORNIA POPPY GOLOFIELOS BLUE-EYED GRASS TIOY TIPS AFIROVO LUPINE FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: SEEOMIX 2: GRASSES MIX SPECIES STIPA PUU:HRA FESTUCA M!!GALURA , BROMUS CARlNATUS, BROMUS MOLLIS ESCHSCHOU:IA CALIFORNICA , LASJtt,fNIA CHRY!;OSTOMA LAYIA PLATYGU>SSA , i.UPINUS SUCCULENTAS ,LOTUS SCOPARIUS ERIOPfiYUUM CONVERTIFLORUM 2000 LBS. WOOD FIBER MULCH 300 LBS. 14-14-14 FERTILIZER 84 LBS. OF ABOVE SEEDMIX COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME CALIFORNIA POPPY GOLDFIELDS Ttl>Y1'11'$ , ,;~ovbµJPtNE DEERWEED GOLDEN YARROW l'OII tffOROSEEO APPLICATIONS USE THE FOLLOWING PER ACRE: SEEllMIX 3: , qoAStAI, SAGE SCRUI} MIX . , SPECIES , ARTEMISIA CALIFORNICA ERIOGONUM FASCICULATUM SALVIA MELLIFERA LOTUS SCOPARIUS ERIOPt,IYUUM CONFERTIFLORUM • ENCEUA CAI.IFORNll:A , ESCHSctlOUIA CAUFORNICA ,_ LASJl-lENIA C!iRYSOSTOMA LUPINUS BICOLOR ,BACCHARIS PILUARIUS'CONSANGUINEA' 2000 LBS. WOOO FIBER MULCH 80 LBS. OF AIIOVE SEEDMlX 250 LBS .. 16-6'8 FERTIL1%l!R COMMON NAME COAST SAGEBRUSH BUCKWHEAT BLACK SAGE Dl;'.ERWEED GOLOEN YARROW COASTAL ENGEi.iA , CALIFORNIA POPPY GOLDIFELDS LUPINE , UPRIGHT COYOTE BUSH FOR HYDROSEEO APPLICATIONS: PER ACRE 2000 LBS. WOOO. FIBER MULCtl 37 LBS. OF ABOVE SEEOMIX NO FERTILIZER TOTAL TOTAL TOTAL LBS. PER ACRE 3 10 10 25 20 1 5 3 2 _Q 84 LBS. PER ACRE 3 10 10 25 2 5 2 5 10 ..l 80 LBS. PER, ACRE 3 • _In addftion to the :ff"). seed,mix the. following 8hrub spec,ies shall bfl .planted.:fr'Om: . one-gallon contalne(s-at a density of200 units per acta; _ ;,·, • .. ·-• .::,: .. • ' ' ' ' ' . ' • ' . . . 8 2 5 4 3 1 5 4 ~ 37 Rhus i'ntagrifolia 20% FUnis laur1na • 15%· H~terorriel8s arbutifolia 25% Rhatnnus .llllcifolia 10% s·a:'mbuc\ls mexican'a 20% Ju91anS caUfornica 10% No Substitutions. The_se p1ants. shall be_ pta11ted iJ\ suitable locatlon.s to be. selected by•. th~· r'ev&getatlon. consultant after 1;,ite grading. Eacl'I plant shall be daep-w·ate~d. once·. . (minimu'm of _one (1) gallon per pJant) at the time of planting. Ptanttflg' Shan_ OC(a:.rr·• :.· during the months of October and November at the onset of the rainy. SeasQO:· Supplementa_ry· watering via water trucks should occur ff ralnfalt tS sporadic Or::. otherwise inadequate to sustain th_e planting. • Provisions will have to be made approximately 12 months in advance in Qrdet to'. .. assure avail,abiHty of these plants in th& size indicated. Prc>gagult:is should,· be· • coUecfed IQc:~lly by the growing contractor. No substitutk>ns. ·.,. • SEEDMtX 4: NATl\1£ ROCKY CVJ St,.OPE MIX (AREAS TO BE DETERMINED IN FIELD BY GEOLOGIST) SPECIES ESCHBCHOLZIA CALIFORNIA ltRIOPHYLLUM CONFERTIFLORUM ARTEMESIA PVCNOCEPHALA , ERIOGONUM FASCICULATUM OIPLACUS LONGIFLOAUS SALVIA MELLIFERA LOTUS SCOPARIUS COMMON NAME CALIFORNIA POPPY GOLDEN YARROW COAST SAGEBRUSH PROSTRATE BUCKWHEAT STICKY MONKEY FLOWER BLACK SAGE DEERWOOD FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 41,$, WOOO FIBER MULCH 37 LBS. ABOVE SEEDMIX NO FERTILIZER SEEDMli( 5: NON-IRRIGATED EROSION CONTRO~ MIX SPECl£S ATRIPLEX SEMIBACCATA ESCHSCHOLZtA CALIFORNICA 8ROMUS MOLL.IS UIPINUS SUCCULENTUS LOTUS SCOPARIUS COMMON NAME AUSTRALIAN SALTBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE DEERWEED FOR HYDROSEEDING APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH 250 I.BS. 14-14-14 FERTILIZER 73 LBS. OF ABOVE SEEDMIX ' .. ~ ' ' _,;, . "• • ;, ' ' ' ,.· > " . ' -_,.. ' . ' • '• . ·' ' FOR SffiCIFI_OAllONS.REFER ,TO .SPECIAL PROVISIONS -, , , , ' , , .,', . PELICAN HI% F!Q.!,0, SAN JOAQUIN ,f,IIUs ROAD ANO SOUTH UPPER LOOP ROAD TOTAL TOTAL LBS. PER ACRE 2 5 4 10 5 3 ..l 37 LBS. PEA ACRE 6 2 50 5 1Q 73 MARK DATE DESCRIPTION REVISIONS D~IGNED x.x. DRAW!< , x.x. CH~CKED~2S:....:_, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGEN(,Y HYO ROSE ED LEGEND SAN JOAQUIN Hibl:? ~b~98 PREPARED UNDER ()?<-R_ SHEET SUPERVlSION OF 266 ES A. DANE R.9.r:. 26'0138. bATE SCALE DATE OWG. NO. OF AS SHOWN ' .~e-s I I IO -ro oro o, o-,..,,.., o, LTRENCH 4" MIN. BOTTOM NOTES· ,·--· 2' ABOVE PIPE. I I --·----i-·-·--BEDDING ~ B" PER S.P. 13"91SHEET 2 OF 2) . I I '-. -----SHAPED 8EDDING "A' PER S.P. 1319 {SHEET20F2) -OP"TIONAL TRi:NCH METHOD 1. SLURRY SHALL COMPLY WITH CU,SS I 00 E 100 TRENCH BACKFILL SLURRY STANDARD SPECW!CATIONS FOR PUBLIC WORKS CONSTRUCTION 1985 EDITION OR LATER SUPPLEMl:.NT OR EDTION. 2. SLURRY AND OTHER BACKFIU PLACEMENT SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES. 3. BACKFILL COMPACTION SHALL BE ACCOMPLISHED BY METHODS THAT DO NOT DISTORT T!-iE PIPE. 4. FOR PIPE INSTALLATIONS !N PL'BUC OR PRIVATE STREC R/W, SLURR':' SHAU_ BE A MINIMUM OC 12 INCHES ON SIDES AND TOP O;:-PIPE. @TRENCH, BEDDING & BACKFILL (N. T.S.) \ DETAIL WEAR I ·1 75· ····-r I bl '-----'-1 L ~ zs:.J NOT[: ~CONC. STRENGTH = 4000 PSI CO'...OR: RED (1\J rEGRAL APPLICATION) ,-8" C.S.P. R!SE'.R TO PAVEMENT SURFACE CONE DETAIL / -PROVIDE CAP OF APPROPRiATE LOADING CAPABILITY / FOR CONCRETE HOSE ACCESS DUR:NG ,...( / IN!T!AL AND FUTURE PAVING OPERATIONS N.T.S. C ~ SHELL / SPACE O 250' (TO REMAtN 1N PLACE) .,,,.-LIFTING LUGS PER MANUFACTURER'S / RE:.COMME\IDATION '(TO REMAIN Arlt.R iNSTALLA.TION) , ~-::;;;c==±"o±c""=--------coATING -SE[ NOTE #J ,v-14 GAGE SPIRAL RIB PIPE 1 /2" HOLE r--l/r HOLE /' FO'<: Pl__UG Jj WFlD LJ 3/4" 4" MIN.-\ DETAIL "A' • . 1... ..__ / --c... SEE DETAIL ~ A" HEREON N.T.S. @ NOTES; #3 @ 24" O.C. REINFORCEMENT _J INSTALLED BY MANUFACTURER 1. CONCRET[ FOR INVERT SHALL BE 800 E-4000. COLOREJ WEAR CONES TO BE PLACED AS DIRECTED f3Y E~GINEER SEE WEAR CONE DETAIL 2. A MECHANICAL FINISHING PROCESS SHALL BE USED TO PRODUCE PROFILE AND FINISH IN ONE PASS AS APPROVED BY E.M.A CONSTRUCTION DIVISION. 3. PROTECTIVE COATINGS: (A) EXTERIOR CDAT!NG. THE EXTERIOR OF TH:: PIPE AND 8~ RISERS SHALL BE COATED WTH A 30 MIL THfCK ASPHALT !vASTIC (COAL TAR EPOXY) PER AASHTO M 243-81 BY THE MANUFACTURER PRIOR TO SHIPMENT. (B) INSTALLATION OF LIFTING LUGS AND STEEL REINFORCMENT SHALL BE ACCOt.APLISHED PR,OR TO AP0 LICATION OF COATING MATERIAL. 4. CONCRETE INVERT SHALL BE INSTALLED AFTER COMPLl:.TION OF BACKFILL OPERATION. PIPE AND INVERT PAVING DETAIL (N.T.S.) ,,'. / ,. 1" 20" MAX. 11 r--···1 , ' . -l+ ~ ---~ ,-. ~6 0 0 0 0 0 ---Nl; :o 0 C 0 0 r) ----~ lo 0 C 0 0 ~, ::-TT I 0 0 0 0 0 1-.LJ. LO --"--"" 7o ~:.,- BAND HOLE LAYOUT N.T.S. TOP BAND HALF / LA.PS BOTTOM ~ALF PLAIN END ---/ SEE DETAIL HEREON I ll--·BL_ r----BAND B HYCRAUUC CYLINDERS POWERED BY MANUAL PUMP TO E.XER' PRESSURE AGAINST COcJPLER TO PiPE WALL DUR:NG INSTALLJI.TICN ~ILL RiBS WITH BUTYL RUBBE~ COMPRESSED @ COUPLER----, BAND Mlfsl. 12" PREPUNCH FOR TEK #3 SCREWS-- BUTYL. RUBBER BETWEEN SCREWS SECTION 8-8 N.T.S. @ INTERNAL ELEVATION N.T.S. BANDING (N. T.S.) PIPE SHET! ••• /-TEK #J SCREWS / '/4", 1·-1/2" -#3 HEX SCREW W /HEX WASHER HEAD CARBON STEEL TOPPING SC~E'N .. ., ....... -----TOP HALF BAND --------~ HOLES FOR SCREWS 1N TOP HALF 00 NOT REGISTER WITH HOL:::::S ::--J BOTTOM HALF-" '-~~-BOTTOM HALF BAND BAND LAP DETAIL N.T.S. DETAIL SRP\ I \ ..-l-----__;:c-" -----! ----- I I ,r-F'RffABRICA"'."ED SADDLE r 7 /16" DIA. SOUS @ 6~ O.C. ALL AfWiJNO I / I c;r-~\fi~TYP / , r Fill ANNUl.AR SPACE WITH MASTIC / SEALANT FOR SRP TO RCP JOIN I I r_r--1 r RCP LATERAL f I= Y-/-r If_ lATE:RAL \ f" = --:::.\\-\\;-= 1:c;:= 12" r 1 -~IF CONNECTING TO RCP, SR? =i.,_, 1 3' ~ TO BE 6" DIA. GREATER THAN \-..-----.--°STU6 RCP. FO~ SRP JOIN CONNECT "\_ r--SRF' WITH STANDARD COUPLER BAND ~-.,··-~-----------~BUTYL RUBBi:':R COM"RESSED BETWEEN SRP AND PRE- FABRICATED SADD . .E L__ CUT CIRCULAR OPENING IN SRP AND REAPPLY ZINC GALVANIZATION TO EXPOSED EDGES. SRP STUB ANGLE PER PLAN Q,-_F_IE_L_D_J_Uc-NC_T_I-CO_N_DET_A_IL __ V (N.T.S.) L 1;2 o 1 2 3 inches on original drawing ORANGE COUN1Y ENVIRONMENTAL MANAGEMENT AGENCY MARK DATE DESCRIPTION REVISIONS DESIGNED ___ DRAWN CHECKED ., ·~ o nJ 19 :i_':.t l! DETAILS .a~ Sl:JEEf PREPARED UNDER SUPERVISION OF ES A DANE R.C.E.2693/;;, DATE 267 SCALE DATE DWG. NO. OF AS SHOWN MAY 1988 289 ''i'-I I I l i . I I _,,--- . __ ,,. - : • //_,,, d a:: _J -I -I r {, / ' 29+00, _______ ~13,00+0~0:._ _______ 1~3~1++0~0 _______ ~1~3~2~+0.:....:_0_ t CU. C:XC y D s. l-'I F=--cl L-'-'L"-','------- J : ' I I \ '• --- "'••---·- ' • \ • ----·-. -. / /' ./ / / \ / ,,,,, ------------__ :.{.,----- / / \ \ \ 133,00 ... • ( \ \ -----. - \ \ I 134+00 ' --- \ ·- I I ' 135+00 \ \ \ !36,00 I i • ' I I \ \ \ \ \ \ \ \ \ \ \ \ 137+00 138+00 I 39+00 140+00 141+00 S1 ATI EXC. CU. -~----··------~---··-···------~----------'-----------c_---------.!.'.F--'l=L=LcL.:..Y.:c:D..::S"-1, : ' I f f I ,. I . \ f I \ ----- ---- / / < I I \ : I ' \ ------,--- I I TYf'JCAL SE'CTION / • ' ·, '- \ ' • • • );\ ', \\ . ·-\ ,, ,,,,./ ----, . ~~YP.) r , . : 1 ' • , :.il'PICAL , • '2k.!'V:A JIQN: •. I ' ' i • ' / . / / I l \ I I I \_ I ( I i I ; '. / I /1 i/ • ! i DESIGNED DRAWN / / I. 3''{!clre! '9 I ' I \ I I. I \ \ \ \ TIIE KETIH CDMPANIES •Pl,m•11-,,,1, •CnH f'll8i,att1/,ag • -~1"</)l/,C/1/i,' •/,m1ri'<''1{'e•· Nc1"1e.·m,·1· • I a,id ,,,,,.., . .,, • frn1'1J·t,cli@ "'""W'"'''"' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. EROSION CONTROL PLANS SAN JOAQUIN ,, 97198ft HILLS ROAD _ CHECKED J,p, s 141+00 142+00 CU. µE~X""Ce.c•+--------+---- YDS. FILL . (_ • \ . // -- _,, / /~ \ / ,,,.,, ' j . i / : ' ' I I i i i ' ! '. \_ \ \ \ , I • ! \ I i I. I \ \ \ 143+00 ! i ' I 144+00 . ·, j A !' ! ; :' i; '. _: I -I ;' .. ' ! ! ; 145+00 i I i 14 +00 147 oc 148+00 149+00 150+00 151+00 152+00 ·r I 153+00 \ ; \ ~ ) , . . I ',. ' _/ -., • --·:.~. /. . ~ . ~-. ·'· ---- ~. ,1- 0 :JJ 154+00 155+00 EXC. CU. ·~·-•.• • • . ·. • • . • ,,~ ------------------------ TI-IE KEIIB C'DMPANIES ·-·~ -·-·-........ •u.m/5"-,Y ·--, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS SAN JOAQ~'ti, 07 lgS, HILLS ROAD STA. 141+00,00-J,5+00.00 STATONl55 00 CU. EXC. YDS. FILL ' I -----' -----! , . \ \ ' I ! I I I r I ' ' I ' I 'I I I I l I ! I I I I I I I I I I . 1 11 I V I I I I ! I • 1 • -r' --I • I I 156, 00 ~ 0 q, ·, -., --., ·~ 157 00 158+00 159+00 I \ I \/ m/0 ' - I - - ' ' I I 160+00 Ii. . . •' 1• • X ' ~, ~--, - 161+00 162+00 - 163+00 164+00 • I I ' .. 165+00 \ '\ \ \ \ \ \ \ \ \ \ \ I \ I \ I \ \ \ \ \ \ ~-~----~~-~-~:. "7-;-'._~ - I ) \ 166 00 "' ,, (! . J ' <_/, 167+00 I I 168 00 169+00 7.2-¾ . ,, .. -· ... --- nm /, ) ' ! ! I KEITH C01\1PANIES I • ' ' I ./ --, ... ~,,.,. < -;-,,,,. MhJ/nl<lrt • ( ""-''"'' "<1" \kW<llf"'"'"' ORANGE COUNTY .ENVIRONMENTAL MANAGEMENT-AGENCY EROSION CONTROL PLANS HILLS ROAD STA. 155+00.00-170+00.00 AR D :rE PREPARED UNO ,_M~=·=~-O=E=S=CR=IP~T=IO=N _ __, SUPERVISION OF· REVISIONS~ DESIGNED SCALE DATE DWG. NO. -· •------I I"'\ SHEET 270 OF· i ' \ 170+00 CU EXC YDS.FILL \ \ \ \ 171 00 172+00 173+00 ~ . ' • ""~ • ,.___ • "c"=-"~ -_ -~ . ·• . . • "-\ ,,,· . -. ~-. • - §--:___ ~ .• ••. ---~-•.' • 1 ~ / uo/' ... • -~-- I I \ \ \ \ ' \ ' I I I I I, \ ----~ ·__ , .• cflJ/ / _)~, --------h io~O --'-.,~t~ IL I _ V/ 7 1 g,:;>.-I ' ~ i;,. ----• • oi Pe, , ;,;/ I r ~0 -,_, i' ·--, ' I ' ' 175+00 176+00 177+00 \ ' \ ) . •··· ( \ ~'· \ / . •• ' ----- . I ---,<--~ ---• ::-:-:~x c-----------"·--• --~-----.·;) ----~ -::.--....:...~ . •. . . ~. ·. • ' • • i\ ---.: ~ " .• \ ' -~-,'\---..~-.• • ",_,,,., . ---·:;,· /i, ' _-, "'' "'' --"' ' "',_:: ,, . 178+.00 \ _·-·-.:: ·-.. i • 179+00 I ! zrr i I 180+00 181+00 I 182+00 183+00 184 00 1STATI E cu FILL YD . I I -;·. . / / • . .• ' ,.·· .•• - / / . / _______ 670- -------7,, --~~~--- -"'/,..:. --· /·:;.\....:c:·~-·=---===~:-:::f;f:;'.-==---"'--'·-~:::::::--.. ~ ------- l~:__:__-_-'--:_;;;....::~--~Lsc;,o ., ' 55 c...-,---._ . 0 . I / in,'s orrC>riOJnol draw· ~ , , mg 1HE KEITH CDMPANIF,S -.,.. -·-·t=;.. ,,..s,,,..,.,. ·-...,_. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS SAN JOAQUIN HILLS R&l!>Jl11~1'C: STA. 170+00.00-185+00.00 A D TE DESCRIPTION PREPARED UNDER UPERVISION OF ~HEET 271 Of 289 REVISIONS DESIGNED SCALE DATE DWG. NO. DRAW CHECl(fQ J:0, AS SHOWN I j I . \.SIAl~•~l8::,5~0'.c0!_ ______ ...'..18~6~+0:'.-0::,_ ______ __'.l.'.:'.8.!...7f+0~0---______ .:.:.:188+00 _______ __cl8----'9t-+----'O----'O--------'...c9++--=0_,0'--______ l----'9-'-l++0'-0'---------'-'-9=-2t-+O-'--'-O----------'-l=-93~+'-0=-0=--------'-19-=-;._+0.:...:..0 _______ l9_5__,+1-0'-0'-•--------'9_6-'--l·+_0:_0:__ ______ _:_:19:.:7.++_::0:_:0::__ ______ .:_:19::.:B::.;+,.::0::.:0::__ _______ 1_9_9++0_0 ________ +Sa:.T'-'A"+TcslO"'N'I I cu. l-C"'"""-+---------+---------,,,.-t'.,77'-------+---------t----------r--------t-~-~-----+-----,--,-------11--"--------+----"------+---------+--------+---------+---------+---------+--: cu. YDS --EXC. YDS / • I / / I / ' I I • . J / I. ' ' / ' • I SEE STORM DRAIN Pl,Al\JS rOR 48" ~flRATl'J CONST LINE;'!> SHEET 13. . • ----.... ~ ---• ------i •• -• . . ~ . . k , . . . \ . . .. &' !1 . '! . ,,( I I I I / --• . / / I . • I I I I I v . \' V ,· • I I I I i I, f '\ /2 . 1~1~/ ,\ / I ' . ' "-: ;-,/ " :v " ' / . • " - I v 1" ' SEE sroR DRAIN PLANS FOR STO M DRAIN CONST LINE "C" SHEET 14. / ~--- \ . I 9J ,• • • \ \ c;BA~(TYP.) E----3----,--,,,<,r -x ~ TYPICAL SECTION TYPICAL ELEVATION I --~ ..... 3 ,:... "' ~- 36 ~ -8/- 1/2 rt') ,..._ CV 0 I \ 2 inches on original drawing ·-'"" -_ __, ·-------~ .... _ ..... CA 92626 ('!U) 5 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENC . EROSION CONTROL PLANS SAN JOAQUIN HILLS !MJ!\31989 STA. 185+00.00-199+00,00 EHEE:T 272 in µo~E2!s1G~N!£cED'<======c==-t SCALE I DATE DRAWN......,-.. -.,_ CHECK'FO J.0 AS SHOWN DWG. NO, OF i 289 "' "00+00 c:. ----- YDS. FILL lo I'< I I 0 o•· . I !!, / "l ~ {,v lv;-c ,g -I 0J 201+00 20 +00 203,00 20 +00 205+00 E 'ILL YDS SANDBAGS (TYP.) 2 BAGS MIM, ,:--; ,S I r 11 x2 Cc~?,· ·y \,/ y ::x r __ d. TYPICAL TYPICAL SECTION ELEVATION ·o I 12 -- 3 inches on original drawing 2 r-,-;----1:: ORANGE ~~~~i~NT AGENCY ENVIRONMENT AL MA DESCRIPTION MARI< DATE REVISIONS DESIGNED CHECKED ,J 0 DRAWN~ -- EROSION CONTROL PLANS SAN JO~~ 1S8' HILLS Ro'.Ao' S'1lll. 199+00.00-205+ 76.45 SUPERVISION JAMES SCALE DATE AS SHOW · Cl. R.c.E. 26936 DWG. NO. SHEET 273 OF 289 I • _______________________________ __,.; ___ ~--------------_-_-_-_-_-_-_-_-:-_-_-_-_-_-_-_-_-_-_--:_-_-_-_-_-_-_--:_-_-_-_-_-_--:_--:_-_----,---:-i ,.·;; COAIOUCTOR SCN£0Ul.£ AWG -#14 LOOP OET. CABLE ( 2 #/l,) Pu//rop,z Condu,f CIRCUIT ¢/ ¢2 11!4 3 3 3 b ¢5 3 b ¢6 3 3 3 ¢8 ¢2P ,? 4 ¢6P 2 2 2 ¢8P 2 4 ¢2PPB I BPB 2 3 ~-- ¢4PPB I BPB 2 2 I 3 ¢bPP8 I BPB. •• I 2 ·=· 2-+---t ¢8PP8 I BPB I -2 -~-~-.-------• "-~---•·----· --"··-~····---•-----·---~--"~-- _PPB/f'JPB. Coh!mon I /llvm Sr Alam,z 51917 I .,,.,,,., ____ ,,._,. --•• • •·"""~---•-•-s -----. Sp,sra:s 3 / I 2 -·--~- / / 3 3 b --··--·-·--------------.. ~ •--•-•~•--«•••••-•••••-••••<•--••••••••-•• 0 M, -~~-••• ·••' .. [CJ.7".:A~. . if.:!_ 3/. 18, .6J. .... . .l,f!.11:.,n~'!.<Z .................... ~.. 2 2 .......... . .. ... §(qri.c1_1 fS1r;r1Co111. / ..... I .. L. 2 .. _ .. TOTAL 3 2 -.... ~-•--• ....... ,. .. ,. " --'". ,. -----· ··•·--·•----~--- ¢,/ ---~···. ·····~-----~----»•--,--~-•=·-··-· ,. I .i. ¢, f.:__ 2 z -----.. ¢4 2 l? ------------ ¢ 5 I I </JI::, 3 -~------••-¥- ¢8 2 -TOTAL 2 0 3 II (EXISTING) I I I 2 S1i<Z (f:XISTI/JG) '3;1 3" 3" 2,:5' Ii.cletXIST. •PB'\ (J \ ,- ~~~ -~:~ jlJJf l/111: #/ltf st 390' TO 8CR fi/ r/>1::,P 6 .. / · •• I 8' / r. I I> l I I I l l 10' I ' --+-'-~-w-+--+1--+-- s TA .12.'7 r c;(). 80 I I /EX!Jf: c'' C, • ·(PVLLROPE ~ I! ¢s !/ / / f/>c·~ I I I I , I I I I 'P 0' I I I ~,------...... _.,... ~---------" --~--w -----...-, Q'.l -.,, cxisr. 2 "c, 1; Pu11ropcz-1r1sfa/l ci¥10 ( t,i91Jtln9) ( 2#!4(/!(1m. S19n) A/0 TE 10 -~ EXIST P.B. . (l'I "' PNASc-F'UNCr/(')AI-Sc(JU£'AIC£ 0/AGRAM VEIi/CLE! ~ PEOE5TRIAA/ MOVEMENT.5 PER FUNCTION .J ., ___ ...., f NEMA P#ASE DESIGNATION 5 / 2 6 4 l----~-----=-............ -.... ···+--~---+--'----11--=:----"+---c~-+-=~--t---FUNC T/O,V TYPE S S DP DP SP 8 SP COOROI.VATEO FVNCTION * ~ Jlf * .JI( ;JfOef,zrn,1nad by Masi',zr COmpu'hzr ov,-Jn9 Coordnared qaer"' l1o,i /f5 2f5 --~ S'l=(?VE'AIC.I= al/TN CAllS OAI All Ph'ASi=S ~ t I I I ' L• ext.ST. .2." C i; Pulli•r..ope /nsral!· l·OLC R --.-w SENSOR .t.lJVIT CIVAAINEt. DETECTOR I - (fl 1\/ • 2•TURt-JS --+-f-n '9 " ~"-=_'.',L.!!£~~1--.µJ·~ 1------ - io , t/1 I 2 #3 I !-¢! 2 •• 1'¢.o• (,2) #4 l 2-1/JI::, 2 3 ·¢0. #5 I 1-¢4 2 2°¢4 #6 I /-ii! 8 2 Z0 ¢8 ■ A.l.L UNITS SH"-LL SE: RACK MQVNT WITA OU"-L OUTPUTS .• OUTPUT •t,:;. SH.A.I.Lee .'.,, ••• ·•.·::,:.: TIME.O. OUTPUT" 8" SHA.LL. ee Pt<!):;:SE!'JC1,.' ON LY. (SEE SPECIA.LPROVISIONS) . · • \lii:•:••ic: Olc:TE.CTOR LOOP L0CA..T10t-l SHA..L\ "!.E ,, ",,;,:, A.PPR:OVEO SY CNGINEER lt-J J:='"tELO :PRIQ~:'.', I. / Ex.1st a"c, .:"Pvl/rap,z:;;;,:.:---------~..L---·-------~ / 1 . 1/>2 lnsrall 3 # 6 Sarv1'ca. ., --~-~-1-:-~-{-c:-x-~-,-~-l..::!£;t:::-.:&~ 2 f::'/./=-~f ~=--=:Ti:":v=£=:j ~~~;~£;x;1~s~t.;i:;';'c;,;f;P~vi1~,r~o;pzi_~. §~i§;R;~IJ/~;;~§~~~;~g§g~ ... i·i•·§· .. · .~.~~·~~· ~·. k@~·~ ...... ·.:-~.~.'[~~~2~pf:!l~~~'f; ~p~-=a..="'=~ .,;,-1~~/-'·t .L=1=[¢?P ,_.i.:,;;; ~~t~\;=1trf;~f=~=~==-~--:s_6_d:-:a:_r::-1e~=.~~-c.n_e=~-cPo_0:_m=-,=½_~-t-n:<_'l=A_c1:n~-d~-0~~0~-,a=)~--= .. ~=--=t~;:._::=:£==x== 1 ==.s==T.=.=-~-E~==,,=-c=-,=-=..✓~=-P.=-v.~-:l~L~R~-o-'P~~'£~. ~j fJPB -13/Kc PVSII BVTTO/V TO lt-JSTA-LLA..TION.. ·. . . , .,·fsU'tf:•j. • SYST<c:M SA.MPLHJG -fJO OLJ.TF'U;f TO PHA.S~' & CALL }-!OLD ~· A/OTES TNIS SN££T: /,</STAt.t' /c ,O,i< #/9 Tt!//STf:O /(/STAL{ /-,Dec ¢ • • □.EXIST PB '---.EXIS7: 2" C, 4 PULL ROPE. • ..... ' : l > INSTALL 12 PR # 19 TWISTED ·SIIIELtYE~ .. --__ _,_ INTERCOAINECT CABLE TO CO#TROLL.ER CABINET@ PEL/CA# II/LL RD (7,8/7'£ TO[),. 4. .j)Wc<'..OC:D /,(/Tc,f"t::CW,</cCT CA&c /,(/TcRCOt/,(/cCT C4.t5L€ . . . . ~ INSTALL EIVTERCO/V/VECT TRAFFIC SIGNAL ANO #IG/./tu.4Y l/G#T/NG CONSTRbCTION SIIA'll a?NFORMTO .SJ;IITI= CA'"' C'AllrO!<'A/IA / / 2 C/fSLE. {STA 205 f 77.49) STANDARD SPECll"ICATI0NS ANO STANOARO PlAAIS (OATl!O JA,V. '88 ANO T#E SPeC/Al. P.iQ:>0'$/ONS, @ . ~'- 1 .. CONOVCTOR SC#Eot/1.E IS FURNIS#EO AS AN INSTALi.AT/ON Gl/10£,.t/AIE 0/VtY. IT SHALL 8~ ,~ .· TJIE CONTRACTOR$ RESPOA/SIB/l/TY TO PROVIDE Th'E CORRECT CONOt/CTORS .Ri=t;J(/IREO , •• • .. ~ .. ··.· ·i"t.k,sT. FOR Th'c /AITENOcO OP€RATION. • ~ _x u'NLESS spoa,,,v OTHE;?W/SE, IIVOUCTIVE LOOPS SIUll BE 6'x 6' attr# AO' -'""'"/,VG ~·. .; · /Al THE OIRECT/ON OF TRAVEL I/NO CENTERED IN THE L.AA/E. NECESSARY STRIPING .:i'½'ALL 8E .. •• •· 3 t.OCATED PRIOR ,ro POSITIOIJING OETECTORS. {SEE SJIEET __ ) / \ \ . , exist. 2'C, t; Pu//l'Op<Z \ -Install ?#b(S1qna!) ~EXIST PS NOT£ II • POI.£ SCNEOU(.£ POLE OATA SIGNAt #PSOQ I/AP. SIG.VAL MOUNTING PEO PU'SII.BUTTON FOUN'OAT!OM ' ' , , 1---,----,-----; . . Alo TYPE h'E/<3#1 MA ,1,f,4 @ATT.5 VE# M ,4 PEO P#ASE POlE .(i){/A{) .TYPE SIZE 30' 15' /0' 30' 20' • 15' 250 TYPE ':4"' SIGN .•• ( DOUBl.E F,i!C6) •I >:I\ Nelli COA.IOUIT S#All BE ;?" t/NLESS SIIOW/41 OT/IERWISE. / ~ ! 5 NEW Pt/t.LBOXl=S SIIALl BE #5 t1/Ntc55 S#OWN OT#ERIHISE. ~' ...:,_ 6 PEOESTRIAN /NOICATIO,A./$ S/./At.l BE TYPe ''G"(Sl=E SPi=CIAl. PROVISION$). q I £XI.ST. ,?~" C, ( PULL ROPE INSTALL INTERCONNECT CABLE. 7. 8 9 CONTRACTOR S#ALt. EXERC'ISE l=XTREME CAR€ TO AV0/0 OAMA<SING EXISTING VTILITIES, UNG,r;;>ot1/ND€0 SIGNAL LIGNT COIVOllCTOR,5 .SNAL.t. NOT 13E' SPllC£0. AL(. Vt!:IIICt.€ INOICATIOJ./S SNALL 8E IZ" ti/IT# Gt.AS., l.eA/SG':5 ANO REFLECTORS IQ INSTAlt. TYPE ll[ SERVICE WITH THE FOLLOtil/AJG CIRCUIT BREAl<l£RS: SOA-IP(METEREO SIGJ.IAL.S), :3QA ·/P (t/NMETERt:·o L/GNTII.IG}, ~ l5A-IP(METEREO lllOM. SIGN). • II. 11./STAlt. 8 PJIASE (TO OPERATE 6 PJIASE) Ml/LT/SONICS 820 SYSTEM COAITROt.t.ER AS$/;M.8lY 1.,(/ITH INTEG/:?Al COOROI/JAT!0/41 TELEMETRY, OETECT!OA/ AS $1./0a/Af, 1A(.D ,¥,(SCEl.l.A/JEOt/S At/X/LIAR'/''lf"(i)UIPMENT (IV' TYPE'"P" · CA8IIJET (Si=E SPECIAL PROVISIOIJS ANO DETAILS O ifG, (SHEET 277 ). EXACT LOCATION BY 0.C.cM,4. ENGINEER .• 10' 15 E ,r;s1: /,</TCRCQ,(/,</cC T SP<'./Cc CA.t5/U€T IA ■ A.LL F'OLE LOCATIOfJS SHALL BE A..PPROYEO BY 0. C. c./Y!.A. ENl#INE£R /NTH£ .. FIELO PRIOR TO lt-JSTALLA.TIOKL ALL MA.STA.RM POLE 1.0CA.TIOt-JS SHA.LL BE POT/-IQLEO PRIOR TO OROE"'?it-JG POLES & IVIIO•TE.t-JON t-JQT REcQUIREO * "F., OISTA.t-JCE ; ZO' (SE.COMO MIO-TE.IJOt-J t-JOT REQUIRED) • ?P8 WIT/I 8/Cr'CtE .S/{;/i/ (SEE .S?c:C/#L /"/f'CJV/5/0#S). C."C..r.oH. S' s:,QUA-Rl'i. , ' ' - 3 inches on original drawing UNDERGROUND STRUCTURES ,._LL. UNDERGROUND UTJL,IT,11!:S OR S'TRUCTURU REPORTll!:D JlJY TH~ QWN..:R OR QTHKR8 AND Tl,109£ SHOWN ON THE Ri:COROtt ltXAMfNED ARI: lNDICATE·D WITH THEIR Af",.ROXlMA'T« L.oC'.:AT10N Ari•E2(1'¢t{T: THE dwNE" BY ACC:EitT!NG THhl: P"LAH9' OR PROCEE[)ING Wl.T-+t IMPROVH.M,£NTII PURSUANT THERETO AGREES l'(j. A$5UME LIABILITY AND TO HOLD:.UNOCR- , SIGN"EO HARMLESS FOR ANY DAMAGES RE:SUl.TING' FROM THE EXISTENCE OF UNDERGROUND UT!LITIE!!I C>R STRUCTURES NOT REPORTED TO THE UNOERSIGNED: NOT INDICATED ON THE PUHL.IC R!i:COROS f.X-'MINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN OJC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUii!: PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES IIHOWN ANO ;t.NY OTHER UTILITIES OR STRUCTURES F'OUNO AT THE SITE. IT SHALL 8£ THIE CONTRACTOR,'& RESPONSIBILITY TO NOTIFY THE OWNERS OF' THE UTILITIES OR STRUCTURES CONCERNED BEFORI ■TARTIN!J WORK. ~' ... ··., PAA~Rll~D .!:' u~~:~.:..s_u~I IVIS·l·ON. o• .. f~ ___ DATl_8:tt::.(±'f HlllflT WILLIAM DtC:KS-ON I.C.( No 19417 ijLG -k+-l~a,c;in !JD ORANGE COUNTY ENVIRONMENTAL MANAGEMENTAGENG'{ --~· .. SCALE', ...... DATE AS SHOWN, ( (ORRE.CTEO lJ/8 lANES) I OcTA/L ':4,, A [}':::::!] .SAN vOAOVIN HILLS ROA!) -'~-.,__ -~o -'<: ""---@ SPYGL455 II/LL RD MARGtlERITE A/IE SEE l'LAI,/ . . ' . : . -- io -- "' "' SAAi. · ✓OAqUIAI 390'ro 8CR -- NOTcS THIS SH€£7: .5 TO M4RG!/ERITE AJIE#!/E SEE DETAIL 'A" (APROX e,'7~' Ero~) /2' if/ I. TRAFr/C S/(i,</Al CO,</DOIT AA.ID IAITERCO#AIECT COAIS7fi'{JCTIOAI SHALL CONFORM TO STATE Or CAL/rORAJIA S7AAIDARD PlAAIS ,MID ..!1,D£CIFICATIOAI.S (.a.-17ED JAN, 1.988), THIS PlA,(I, AA.ID THE SC'EC!Al PROVISIONS. i!. P0llc30XES /Al CORL3 RETORAI AREAS SHAll ,at: A'.lSITIOA/£.0 AS SH60N. EXACT LOC4 TIOAI Or All P/./LLBOXES 8Y O CE.MA. t.=lv'GIAIEER . .3. All PL!Ll60X£S SHALL L3c #5 t/A/Lc.s.5 SHOt,J,V OT/lcRt,JISt:. All CO,</Dt./lT .SHALL c3€ Z" UNLESS SHOWA.I OTH€Rt,,JIS€ . 0 0 0 0 @ 0 @) ® @ @ 2" CONDV/T STU.<5 OUT (Or NOTE,!) LENGTH OR li:JR/:;tt5TEC7t>R) z." CON,OUIT AND • POLlROPe . i!. fi' CO,,f,/DOIT AA.ID ..3" CONDUIT AND # -3 f2 PUll.OOX . # 5 POLt..L30X . #G PL/LLBOX. POllROPe. P{JllROA:. PROPOSeO eOISON ~a SERY/CE ,00/AIT (lfANOliOLc) PVC C'CJ,(/£>t/lT .51/ALL Sc Sc,t/E,DUt.E 80 a/IT# BA/?E #/2 C'OA~R a/.@c'. IHSTAt.L IYTcRCO,,((,(lcCT -SA:'ICc CA,B/,</eT ~R ,DET,,f/(. 'e ;'. S,{(cc-T e7'7. · •. _· 2.0C,4Tc CA,8/UC:T ,(!EAR /?/<:/IT-Or-a/AV (IA.IE A.S ,l)/Rc:CT€D. BY. QC.c.#.A. - 6' I· . •. I ·.' r ;J ' ' s 5· 9•~ ~ I 8 . ' . -,, .---- ,, L~Y " 5TA-IZ7+C,0. 80 5 , I I /,?_. I "' -, ' ' I 1 I I -------L-=-1-----7 ----- 3:JO' TO BC R /1: --,-~::====-=============-=-=-=--=--j I I I I I I I I I I I I I 7' I 5 -·1 7' 3/w 111 5 t' ", ,·' . ... · .·., UNDERGROIJND Sl:RUCTURE:$ .... · .. ·•·•· • -~.::~· •. UND~li-,~~t(jJf1Lfl°,~: .;R --~~~C,~,i~~ .im;P~ftTISD· ~v :~~ ~-~ ;.~,:~~I~: • f:~i~;~A;;~::xi-.#T ~;-IE~:;t;':;:tr=:-~~c;~~=.r~~~;~~;:.;:·: .. IMl"J:IOV£M,EN,Ttl fWAe.UAN,'{ ,T.H't,~--~,m•• ;'n:i .AiHOMlt LIA.IU'l"T-· A..,b-.TO.H6w:irt,H.Q1!1f,;.'. ; " " . ••Gf'il!:£fHli_R~_i,._t;$1l FO•'~N~ :i;IA,);{A.li!~-,~uui:~1ri,G <'°~,~ THlf'Ei~~s~e;:~~-.OF-r.n,,D_~Rc,µNl!: .-' -tn"UJ.TJEfl ·OIJJIJTR-\JeTU-A .. "NQT ltlE~T~ :t:ci-'1'HE"Uf,fm!',ffSIG"'fED;-.J!ml:, ·u,rC11c.up ~-T,Ht:" , :-°." --l"Ul!li:·.1C,, Rtti)1n:,e .. 1t,i/1."~1~(;.t,.QCATltb 'AT.VARtANCS: '-WTfH -·'tl'IAT :l(it,iiGRUl::i-'"··8tJ~Wif.: • ·/ -O~_·: R(eo_Rei. ·~AMJ1~ -'T,Hif ·~l'lTRA(:TOII:\ ls_ R~uti::o l'.O .. TAk.~_-i:iOf·,t,t~iil-ndN~Y:-_ M(A.URU TO l;l'RQ.T'l!CT THE -UTU.;fTt5;$ OR 8T'RUCTVfl'A -~~ ·AND AN·Y Oi'KEfl '0.T,UTfQ • '. • • .. , OR ~hn/CTI.J~Q: ·t'OUN? .. A'.1'0"1'H1i: Sl'{£.0'IT SH;>.t.L'_lll!! Tli_'I. c;o~ACTOFl:'.lil' Ri.P(i!'f•t~-fi.:i.r( TO, ,' ,N01'!..-Y ,1'1;-fl!: ,owNSRS :Q" Tl-IE tJT\L'ITl.£:!J, Ofl',•$TRUCTUR£9' CONC'Ql'fllD, ■llFORI!: ,9TA1n'ING wo~_.. -. -, -. . -... . . --- -• -m~2;B:.1:;tt:::v;~i¥~:r · Hlt.a1ar WILLIAM DIC'k$0N. a.c.1. No. 19417. " • ' ---- J . "' "' . "' -0 TO EL C4PITAAI, SEE SHEET 271;, (APROX2,9!8 '£ TC f' (STA. /5i,, f 7q, 07) • • -.. 1 ~v~2;:;·;;· _.o;!!!!!!!!!!!!!!!!!!!!. • !!. • t' .:. ... ~2 1,, • • i J .· 3 hches on .original drawing· ' : '··, ,' ' .'-' ; ' ,', ' ' ', ,,.\---:'•:") : ' .. ;; ' ' ' ' ' ,", ' _,_ ~:, '-J. I " -,;' ',, "·., ,_ ,-.::_:' i .. • .-.ORANGE COUNTY ... : > . • ENVIRONMENTAL MANAGEMENT AGE!'4(if: .·, < ',' 9 70 S>'c9. • rzz ,,.<q;Q. ec'.) ~yg ✓sss HJ//1~d. .• . r.<1,q,;,,-°". z, .,,,e· E """") . I ,R .w a9o' ·ro ·,!3C,R • I I I . I I 1 9. -•. _,_-'. '":· · • . ·:F· .,,c:·'-·""· I i ,390' .TO ·.acR - ·r1'1.~.• ., •. •.·.s.1~.•,,,£.e~&.·.· .•. '"E".···.r.·•i·. ' · ;{ / • · •• • • ·•· •. • • • • ··•··• fV,, '¥ ; ;-.-._;, ·, 'c' ,,"' '-':, .. -.---: i•:· ' ''· . ' . . '' . ' '\ .. :\ $.4.'Atr i.;04qc11#ill1LLs .. ·-Ro4D······ ': ' ,-' ' ' ' .· ,-. ' '' ' ' ' • ' ' ' .',• ' NOrES THIS SH£€r: ~i::/4~/W s:-~#~iAi-~~o/~J:;~;:;:~~~~c;Dc~;:;;u5~g#.S/IALL.··.··•, 0 @) !S('ECIFICATIO#S (DATED JAN,1988), T/IIS PLA#, A#D T/IE $.Pt;CIAL PROVISIONS. • ,Ot/LL,BQ)(ES I# Ct/r?,B RETt/RAI AREAS SHALL L3E POSITIO#E.D A$ SHOWA/ I# .DETA/L "A", t/#LESS SHOWA/ OTHERWISE. EXACT LOCATION Or ALL Pt/LL,60)(£$ ,BY 0.C.E.M.A. i=#Gl#EER. ALL ,Pt/LL,BQXES SHALL L3E #5 t/#LE-5$ 5/IOW# OTHERWISE. ALL COAI.Dt./lT $//ALL c" (/#LES$ 5/IOWAI OT/lcRWl$E. @· c" CO#Dt/lT STt/,BQt/T (Or #OTcD LE#GT/1 OR FOR .DETECTOR) . @) c' COAIDt/lT AAIO Pt/LLROPE. @ c I /c" CO#Dt/lT A#D PC/LLROPE. 0 ·3-CO#lX/IT A#D Pt/LLROPE. ® #,3 l./c Pt/LL,60)(. ® #5 Pt/LL,BQX. @ #6 !¥/LL/30)(. . '70--~--·_ /'.,..; ~ :ie&~;,:._: ·:· /.nk~r/0"'? , '->' -· •. t';j,=p,=x: "'•"""'"-' .. ~ PROPOSED EDISON CO. SERVICE POI/VT (/IAAI.DIIOLE) . PVC • C:ONDOl'T' SHAlL • C<?.AOGR WIR€. /1(/ST,,ttt /,</Tctf'COPUcCT SP(ICe CIL!J/UcT A=l'f' ,OeTAlt .. c-: .S/1€C7" c77. .. . iocAre CA-8/McT PeAl'f' • .R/u#T-or-«.IAY t/Ye AS .,o/~crc.o er o.c.M.c.A ... so~At£e-e < . . ' ' • ' ' . . . . I j : ,5 _...;,.....- ' '. _;' ' i : NORTH.VPPeR t.OOP ROAX, •• ' I 7. 9 7w 390' TO l3CR ,R w (FUT: SIGNAi,. CABIA/ET:) ·. rVrVRE ·•srREEr \ \ ~~:,;_...-~~---R' ..•• • • --@-r=/~~i:;,t;~s: > > ; ;' 4. 7' l3CR . .. PREPARED I.IN ••• , THESG°l'l;HVl/3JONQF •. •· • •.. ···• •• •• • . . ·· · • • • . , DATE f,-,/ft: ,fif .• • . • · . HIL~AT WILLIAM !)!C~,ON, fl CE. t<O, '19417 ; ••• •• •• • @tr~~;l~nd1s~odates .·•· ' '. ' ' ,.· w \, .· ,' ; r-=• Z,"?'2>2' "'"°"'fl T.'c'"•\' ,: .. .,..__-:_:~_;,,'c..~-:~~ .. ~~:2+"· ""' Eill r. .S/GA/Al CABI/./ET) •• •. ·, . _., . •.. ;·,-__ ,, ,, ·1120 I ;r, 3 nches. on .oriQil10I drowing . · • • ·.·.<:::·.--· /'1,/ •:• • TRAFFIC SIG ~AL • COijDUIJ •. ~L.AN:1 1 • ••. • .. • StM• JOAOLIIN · HlltS. R~/r. . .. •• ·•. ·' .·••. P[llGA:N J-IILL ROAD <., .. ,.,.c • ·•··· .. · .. rp •··•· i<••. •• SPYGLA8B KILL R□A.tl I DETAIL A 4-SECTION SIGNAL HEAD 12' LENSES \~ SJMUL TANEOUS I j DETAIL E 5-SECTION SIGNAL HEAD 12' LENSES .. >. 0 DETAIL INTERCONNECT SPLICE CABINET f / •, T • " " • .. () '"' . ' ,(,' '"' i j l NUMBfA or CONOlJil S AND Sill / MAl VA.R~ T Yfl'fCAl. I. FOUNDATION TC BE 18' X 18'. f-lOL l [IR(L[ PFR Mf~. H)..tP1.Aff'. 2. ENC.lOSURl SHAl.L Bi. FURNISHFD WiTl-i t. DETA(i-iABlt' MOUN'IING BA':,f, ~-ALL 'AC'!Oqy iN~,1ALLfD C'OMPONE>../1'_; ":,HALL Elf.. U.L,ll'.,1f1J OR f'f.R PUf.1" ·Sf·WU N.f.C. Sr AN[lt,,RDS. 4, Ah· co1,(-,IRU(liON Gt-lt.i[!f Pl YWQOD PANEL SHA!! fJ[ fA.:,~r·N[f1 lC TI-JF l,,;f Afl 'Uli. PANfi SHA\ i Rf I?' X ?~' ANfl ')HAIL HAVf A Na. Mi /5 AN;) H A'1' ',1Ar-io;·_,rl 1/1''.Tf'N[[) IN :Pf t:i.Nf{P Of T11i PANFI, -I DETAIL 8 INTERSECTIONS RAISED MEDIAN B TYPICAL INTERSECTION !VA'RIABLEJ ---~-----_;....,, 0.5' F!;AiHffL)..Q. t§.TlliG_ --- Al A.C-1'. WHltf VOl l A.Cf "--URCf Pf-l()lf-!;-l•tif:. I SECTION B - B CONSTRUCTION NOTES -DETAILS A & B I. SAWCUl •NO JOIN EXISTING 2. CONSTRUCl SIQ,WALK ACCESS RAMP 3. REMOV[ CONCRE:lE CONSTF!U-CT 0.85' AC ___ O\IER NAitVt ):Oil - s. CONSTRUCl 1YPE 8 CONCREf( tURB Pf A OCtMA STD. 201. DETAIL G CONTROLLER. CABINET WIRING [~~-·-.............. --~---•--~----~-DUPlE.X OUTLET ... ~:, -~~,...... . .. ~.~---~-~---_._..._ · __ .. ---~-CAB!NE T L !{.HT !15 A.MP -._._____ • ► · ----DE 1 ECTOR POW[R DETAIL ~C STREET NAME SIGN COMPONENTS ?' X 3/8" HANGER ( P40TOCEL I" \. ,,,,.,.--0' 3" ClEARt..N:..:E • .,....__ \ I S I G SJT CA8i t AN[, L80W FITTINC; SHOWING DRIP ! ()(IP 8 SECTION C - C CONDULET ON BACKSIDE Y/.Y/.Yf,, NOTES -DETAIL C A l'-6" MINtMUM B 10'-6" CENTERLINE OF SlGN TO FACE OF POLE DETAIL RAISED MEDIAN MARKING 2 NOTES -DETAIL H (D PAINl 111.lllAN NOS{ WHH HIGl<l! R[fLICIIV[ PR!IIXED IHII IRAI'~ PAINI 111H Gt All llflOI. (?) !NSTAL\ rtlXIBlf vr~lltAl TYP[ ~-lilARKt.R.A'l,RIO 01' nn N ION lfll',PAR POii Al 'illOl[D ON PIAN. (i) 1N',IA1.1 'fl! o• Rfrt1cr1v1 r,v1111N1 w,R,1R1 ON IOP ,tJflfACi OI MIDilN CURB NOi[ Al /' [.C. '.PACING 1-1111 \ MAR,IRII. PIACE R[llfCIIV[ \IJRfACI Of WIRK[RS PARA! 1ft 10 f Of .qOAIJWAY. SECURE!. Y At1CHiJR 1/2'" P'._'i'.'iOOO TO Bt.:",F. OF ~ ~ t.: 1--·r·i".)'<E EH:',,._ 2· .>' !(). X. 4--TELf-" PH('"-J~ PDX 1 ,µr_ 1'-i~ VA Jfi ----- 2" CONDUIT"'--~--- • DETAIL D& =======-==· TELEPHONE SERVICE •• BOX I 1. I I I I I I I I I I ·---J' --, '\ P:)WfR ::::O'iAPANY S[R''i•'.:.t. PA•~U- -----___,.. TEL~P~ONE G~OUNO t-WD !/2" X 8' GENERAL NOTES:.&..& I. ALL WORK, MATERIALS AND EQUIPMENT SHALL C.ONFORM TO THE REQUIREMENTS OF. THE CALIFORNIA, DEPT. OF TRANSPORTATION, ST AND ARO PLANS AND STANDARD SPECIFICATIONS DA TEO JULY 1984 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. • • • 2. 3. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. :T SHALL BE THE CON'RACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. S, 6. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND .ACCURATE TO .THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. TH[ CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT . LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCF FACILITIES OR INTERFERE WITH THEIR SERVICE. • • • 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ORANGE COUN ·v E.M.A. FOR INSPECTION AT 834-3488, • • • All S'fRIP1►16 A►IO Sl0o€1l1'16 SI t•LI, 0£ PERFOFIMEB BY COUNTY FORCES. THE ENGINEER SHAU APPROVE POLE AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLAT!ON. • • 7. ALI. CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. 8. ALL PULL BOXES SHALL BE '5 UNLESS OTHERWISE NOTED. 9. ALL SALVAGED EQUIPMENT SHALL BE DELIVERED SY CONTRACTOR TO ORANGE COUN,Y YARD AT 1152 EAST FRUIT ST, SANTA ANA, CA. CONTRA( TOR SHALL GIVE A 48 HOUR NOTICE T 0 THE COUNTY PRIOR TO THE DELIVERY DATE. .. 10. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE ANO .ELECTRICAL SERVICE ll~ES ANO INTERCONNECT HOOK-UPSBETWEEN THE LOCAL CONTROLLER AND TH[SYSTEM MASTER. 11. PEDESTRIAN INDICATION SHALL BE INTERNATIONAL SYMBOL. 12. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B WITH INTERNATIONAL SYMBQL PLATE. 13. All VEHICLE INDICATIONS SHALL BE 12" WITH BACKPLATES, GLASS REFLECTORS, AND 14. 15. 16. 17. 18. GLASS LENSES, UNLESS SHOWN OTHERWISE. • • • CONTRACTQR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINtER. CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILIHES. ISEE SPECIAL PROVISIONS). INDUCTIVE LOOPS SHALL BE 6' X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED. ALL DE !ECTOR CABLE HOMERUNS SHALL BE IN THE CROSSWALK AREA. ALL ADVANCE DETECTOR ouAo. LooPs SHALL BE E TURNS. (.!'-4•e) 17-20-7 !2-15-8! 2-23-82 II . I IZ Q ----3 Inches on oriclnol draw Inc •ODED DfT Al H. AODfD 0£TAIL D. RE. VISED 0£T AIL f. Of T All £ All AAAOWS., . ORANGE COUNTY ENVIRONMENT Al MANAGEMENT AGENCY 4-20-82 A00£0 -D[TAl I. ADDrn TrPf U UTn.1TY. RE V!SE.O t)( T All H. , DETAIL SHEET 10-9-85 10-6-86 8-1{)•87 !0-14-87 3-;:'9-88 ~-4.-!IB 12-8-88 . D(LUED on All L I, REVIS£0 D0A!L D -{\.TELEPHONE .CONOUIJ_. R[VISlD sol( ll.. ADDEO NOTE 18. bflJlEO-.fYN 1! SERV!(L AOD(D JNlfRC~q .. SPLICE CABiNET. '-IDOlf![D INTfRCONNtCT Sf'L~€ CAB!HU. , D,E SC RJ, l-10 N • SiN JOAQUIN HllLS RD .. · PELICAN HILL ROAD TU SPYGLASS HILL ROAD . I . ' I I- • . I i I ' •. I I I I I I I I I - - - I -------- ----------- --------- 1,r--f--f-_f---)~--- 1 (_ -,-,,.,, 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 \ \ \ \ \ \ \ \ " " E'5!980C: fl.ACE GANOEVICS 2 -OEE? ,fS SHPWIV -- - - ---- ?E/2" 0-C'.EMA. Srv. /328 ----- --------- . -. / ----' ____ __,_ •·· ~~ •••• --~---- -------' 1./ ____________ ,,- ------____ .;_,-- --------------;_ --- -------- ____ ------ ' ' _--1-- - \ I , \, ' ' . ' • I _________ , -+ • -i-- I _______ / (sAN08At;S CON77NWUS ,Ar EL.£VA{/ON5 &H'ow-"i) --I \I\ / ", ,_, :-, c, • \ tpiPO---+ ____ , -------i--------- {b80 ---------- ~-------I \ ___ ;, ---:_---t ---------- ------ ------ .-.-. I _, "" s:. / ' ' I _I / I '. j ' '. I I \ I ' ' ' I '1 ! I I ' ' ' ' ' ' I i i I , I ; I , : I ' I . ' . ! I ' I I • ' I . Iii, " ' " ' I \ ' ' ' I _,_ _/ " ', "" \ • --" \ / u 0 cD a) 0; "' z I -------- -----------__ , ------------------ - - - ---------- .O!) -.,._i-l .,.96' y-;., ~,. IO. ~-'<- 0 r-" 0~ I I ----- ----------- _____________ / I ----- 8 (\j 0) N '° z I ---------- • I . . I i I I I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD TEMPORARY STOCKPILE plTE~ '; fJ: n , 1911;1 MARK DATE DESCR1PT1 ON PREPARED UNDER O ,,_., t."='-"='-'----'=='-'-'"-""---'=-.ISUPERVISION OF t~~!j_'==="~•±:::'f!.~~,~~1 REVISIONS (J ~D~E~S~l~GN~E~D-=sM==--~=;======-.1 SCALE DATE DRAWN /!I. , CHECKED AS SHOWN f'/oV. . l!Jl3 owe. ND- SHEET 278 OF 289 I ' 11ARK DATE DESCRlf'-TION REVISIONS DRAWN CHE E ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY, SAN JOAQUIN HILLS ROAD. SCALE AS SHO.WN" CONSTRUCTION ACCESS ROAD EXHIBIT ~ St.P 011981 • • DATE DVG. ND. SHEET 279 OF 289 M:CESS ROAD EXHIBIT· sAil JOAQUIN Hl~L 52[0, 2:SJPF• 3091 282- i I . ' ... ,._ "'"" . 1 ,,.A-, ' TAIOTOII l VICINITY MAP ' 0 .. --··---SCALE IN MILES PROJECT ADDRESS: 21003 PELICAN HILL ROAD ,0 , , SAJO o,u,o cm""" r lfMNE RANCH WATER DISTRICT APPROVED MANGE COUNTY flit APPROVAL OF SEWER FACIUTIES DATE APPROVED BY: SUPERVISED BY; REVIEWED BY: IR\IINE RANCH WATER DISTRICT APPROVAL OF WATER FACIUTIES DATE #'PROVED 6Y: SUPERVISED BY: REVIEWED BY: BASIS OF TOPO: FLOWN BY: R.J. LUNG DATE 6/14/86 SPYGLASS HILLS RD. TO EL CAPITAN DR. FLOWN BY: AIRBORNE DATE: 2/03/88 EL CAPITAN DR. TO PELICAN HILLS RD. F111E"""""-OATE PLANS FOR CONSTRUCTION OF WATER IMPROVEMENTS IN SAN JOAQUIN HILLS ROAD FROM SPYGLASS HILL ROAD TO PELICAN ASSESSMENT DISTRICT NO, 1. 2. 3. 4. WATER NQTES The water syst8fl 1s to b• installed by the Developer. All water syst .. work shall ·co·nfon1 to the District's •standard Specifications for the Construction of water, Sewer, and Recla1Md W1ttr F1cilitits,• 1s last revised. The District Engineering Office shall be called for inspection two working days before start of work at (714) 833-1223. A preconstruction conference of representatives from affected agencies and ttie Contractor shall be held on the jobsite 24 hours prior to start of work. The water systelfl 1s to be staked by the Developer's Engineer at a minimum 50-foot stationing if there are not any ex1sttng curbs. 5. Any water service found to be w1th1n a driveway or sidewalk shall be re110ved completely and reinstalled at the proper location, at no cost to the District. 6. All 1111n line valves shall be aa1ntained so as to be accessible during tract development, and all valve stem tops having over 48 inches of cover w111 require an extension as per Drawing W-8. 7. In residential streets, the top of the pipe 1D inches and sinaller shall be a m1n1111.1m of 42 inches below the finished street surface and 48 inches below finished street surface on all primary and secondary streets. 8. All fire hydrants shall be set with the bottom flange 4 inches above the concrete pad or sidewalk without the use of spools. 9. All water mains&• through 12• shall be Class 150, ACP unless otherwise noted. 10. No taps or other connections shall be made to existing District water niains 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 1n the presence of the District Inspector, prior to Upping the •in line. Tapping of the •in line shill not proceed unless a District Inspector is present. 11. Where •ters and Mt•~ boxes ire located within slopes, the angle Nter stops shall be so located that the meters and boxes will be parallel and flush, respectively, with the finished surface. 12. No meter Is to be placed within any sidewalk or dr1 veway area. 13. Curbs shill be enscr1bed with 1 •w• indicating locations of all domestic water services. 14. Individual pressure regulators will be required by City ·of Irvine 1f average static pressure 1s 80 psi or ..... PALEONTOLOGIST: ARCHAEOLOGIST: GEOTECHNICAL CONSULTANT: DR. JOHN COOPER 16737 FRANCIS DRIVE CHINO.CA. 91709 (714) 773-2662 FUNDED BY: ASSESSMENT DISTRICT NO. 88-1 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 SANT A ANA, CA. (714) 834-6200 PLAZA 92701 LEIGHTON & ASSOCIATES, INC. 3050 DAIMLER, SUITE B SANTA ANA, CA 92705 (714) 250-7115 EMA -PUBLIC WORKS APPROVED FOR CONTRACT ADMINISTRATION: DIRECTOR OF PUBLIC WORKS WILLIAM L ZAUN HILL ROAD 88-1 UTILITY PHONE NO. SO. CALIF. EDISON (714) 859-5253 PACIFIC BELL TELEP-iONE (714) 966-6216 SO. CALIF. GAS CO. (714) 634-3106 LAGUNA BEACH COUNTY WATER DISTRICT (714) 494-1041 IRVINE RANCH WATER DISTRICT (714) 833-1223 COMMUNITY CABLEVISION (714) 721-6226 THE !RVINE COMPANY (AG. DIVISION) {714) 544-8890 UNDERGROUND SERVICE ALERT 1-800-422-4133 PREPARED BY: THE KEITH COMPANIES . ...,,,.,,, • CIYIL ,..,,,.,,,,,,, . """"'"""" --"""'""""'' • UJl1J SURVffT/t/t • CONS'rJ/1/tT/ON ---200 &Mr Sttwt, Qi.du Jh-. CA 9/Mztl('1t4}640-b800 JAMES A. DANE R.C.E. 26936 DAlE INDEX OF SHEETS SHEET DESCRIPTION 260 TITLE SHEET 28 I TYPICAL stCTIONS, 1 CONSTRUpllON NOlES -LINE A SAN JOAQUIN HUS ROAD STA. "1 . 17+9 212 • +,00.00 TO 16•00.00 213 LINE C 214 LINE D 10+00.0C TO 12•75J4 215 LINE E 10+00.00 TO 20+70.00 216 LINE E 20+ 70.,iSo TO 31•00.00 217 LIN£ E l•OO.ixt' TO 36♦1l7-5 LINE F STREET IMPRQVWENT PLANS . 2t'.f2. SAN JOAQUIN HIU,.S ROAD S!A. 127:+54.67 TO 136+00.00 2B3 136+00.00 TO 147+00.00 264 265 .286 287 28,8 289 147+00.00"TO 155+49.07 155+49.07 TO 165+00.00 165+00.00 TO 175+00.00 175+00.00 TO 186+00.00 186-tOO.OO TO 197+00.00 197+00.00 TO 205+77.49 BENCH MARK: BASIS OF BEARING: T.8.M.: CENTERLINE INTERSECTION WELL CALIFORNIA COORDINATE SYSTEM ZONE :ii MONUMENT f"OR SPYGLASS HIU LINE BETWEEN O.C.S. MUSTARD 2 ,.ND ROAD AT SAN JOAQUIN• HILLS o.c.s. PELICAN HILL BEING N30'16'05NW ROAD STA. 127+54.75 PER R/S 86-1083 TOP Of BRK;,S CAP EL.EV. 415.915 M.S.L ' . ,Mil .. NO. /fl\ BY DESCRIPTION SHT. AP><.'., Re v,,-luN!::i 9 i ! I ' ' ' bl < 0 o:; d d -:x: (/) (/') < d (.!) >= !:). (/') CONSTRUCTION NOTES WATER IMPROVEMENTS AND QUANTITIES s INSTALL ff' ClASS 150 A.C.P. PER I.R.W.D. STll. SPECS. SEC. 15072 @ _ INSTALL ff CLASS 150 A.C.P. PER I.R.W.D. STD. SPECS. SEC. 15072 @ INSTALL 1f" CLASS 150 A.C.P. PER 1.R.W.D. STD. SPECS. SEC. 15072 @ INSTALL BUTTERFLY VAi.VE PER I.R.W.D. SlO. SPECS. SEC. 15100 9 INSTALL FlRE HYDRANT ASSEMBLY PER I.R.W.D. STD. DWG. W-6 § INSTALL BLOWOFF ASSEMBLY PER I.R.W.D. STD. OWG. W-9 €, INSTALL 1• AIR & VACUUM RELIEF VAi.VE ASSEMBLY PER I.R.W.D. STD. DWG. W-10 • /W 120' 22' £ I EXISTING PASEO 00' fASEM[HT IIE1WE£N SPYGLASS HU. RD. & EL CAPITAN ,. 35' ,.. ,. ,. I I -2' 33' -I I I I r ---, j •• • .. -, 'Ll (4. ' .. , .. .. ' " " I • • > .. .. 00' 35' JY . " ' ·; 9,f9 LF -,165 :LF 7,800LF _/8 u. ; t 10 EA I EA I EA ,.. 2' .,__ •· µ:'l " ,. ,ii LJ-WAITR • (J" 3fi" sro••c:sRAl';.\i I t3.5' -1 ..., w SAN JOAQUIN HILLS ROAD N.T.S. TYPICAL UTILITIES I 1W ,. I I 2 ,r I 2 7 SEE SH. 3 SEE SH. 4 SEE SH. SEE SH. SEE SH. 7 SEES~. 8 SEE SH. '?> SEE SH. 10 SlREEl PlANS t--------'------+-----------------+--------------1---------------l-------------+-----------t-------------+------------1 <;, 0 { "' 0 //~ Ill / STORM DRAIN LINE "A" LATERAL "A-1" SEE SH. 20"'.> OF RE.FERENCE FLANS STORlv'\ DRAIN UNE" F" LATE!"ALS "F·Z"-"f-\o" SEE SHT. 2\"), 220,22\ OF REFERENCE PLANS j !/ /1 II • I I I . I ~ I ~ I I I I ' STORM DRAIN LINE "E" LATERALS "E-3"-"E-4" SEE SH.215. ZIG,217 OF f\EFEFIENCE PLANS JINDEX IMAP SCALE: I "=300' El CAPITIA~ DRI~E STORM DRAIN LINE"□" LATERAL "D-1 "-"D-2" SEE SH. 214 OF f,EFEF\ENCE. PLANS SITO RM DRAIN L l NE "C • L TERALS "C-1 •-"C-2" S E SH. 2.12 , '212> OF fl cf'IE.NCE. A...AN5 STORM DRAIN LINE "B" LATERAL "8-1 '' SEE SH.210,21\ OF f\EFEFl6NCE-f'L_ANS 0 z lJJ J PElliCA~ Hill ROAD 1 1/2 0 1 t J inches on-original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TYP1cSf P 07191!1 STREET SECTIONS & CONSTRUCTION NOTES I I I 126+00 ---------------__....--------- \ J ... ' 127+00 01ST. !MPR0Vt.NEN15 PEit. 1RAU 7<1-Yl. PRUTHT fN PLACE E.~lST. S.D. M.IJ. PR□ltt.T IN PlAH '~ ArPKOX. LaC:ATl□N DF Hl~l • UNDE.flbROUMD EOISDM It. Kll: ; L ll>JL PJl'DTHT 11'.l PLA[[ I I ~ , r ~-~!i ----• ~ ____ _,._.. ',' \ --;,· N, 1 . ' -._, . ·• 128+00 tX\Sl SIDtWAlK I ~ ~ :'-~ca I "' ~,.) u ~ I u ~ .. I "' '~ ' w" +u I ;;; " • C <> I~ :s ~ ;:; " I~ I I ci .. \j; " • .. ,< 129+00 /,(/STH.,L r~X /Z"R'EIIVP. 0AZ. J'ALILT; l/4'TcR'°",Y/4'&::rf.W Ptf'.#"G. SEE PEa/l 8/!::G.tPIV. @\ 5' 1 30+00 WATER VAULT DETAIL ~~m~f:f~ti~w=~=ttitl~t:-+r~t-'ar~----+r~il-'f~1-ftf<~~~1l(tF~J5l~t .... +fjf--"-~e~rjt ____ tt1f=tt--d5=tfir➔=f=ttt-+fj1!~t~fj+~tt1i:it--djtfttfl:--4i0 ~A~B~B~RE~VIA TION~. ;: (WATER CONSTRUCTION NOTES) . . - -----· ~-· ' - H.D. R.T. F.E. M.J. P.E. HEAVY DUTY RING TIGHT FLANGED END MECHANICAL JOINT POLYETHYLENE 131 +oo PROF I LE 132+00 133+00 1 34+00 ... 135+00 136+00 N N s G. \\@) ~ ~ 5' -- \ ,, .. ';,' ' • .,. HORIZ•,1"•40" VERT• 1 ·•a· <t3'Ei . .5'H":L a·c, \ ' j i;; ~ .., w "' "' Cl .. + ., ~ PLAN l\/W (HANOLE \, fTYP) i-, 1 \ 'II \j ~ '<\ 'f ' ~ -- □ ;z w ~j dl ;:;:; ~ ~ . ~ ~r fl/,-'-i LEJol&l/1 NC..£ crvr) 5' WATER VAULT LID DETAIL ,, 1/2 0 2 --3 Inch•• on orl9lh1I drawtng ~ ----G. CONSTRUCTION NOTES CONT. 8 INSTALL FIRE HYDRANT ASSY, PER 1.R.W.D. STD. DWG. W-6g 9 INSTALL BL.OW-Ol"F ASSY. PER I.R.W.D. STD. DWG. W-9 !i tS . CURVE DATA DELTA RADIUS LENGTH 26°09'22" 2000.00 913.02 1so•ocr·oo· 1 . 50 4, 71 . . •·\.. ;t ', j 02°43'01" 1997,00 94. 7 Q • ., 0 26'09'22" 1993-00 909.52 © 19'21'33" • 2016-00 68.1-1 7 & 2sii· 50' qa Z.051. OD qzs-.22 1 ., .. !I□' 01'" 11Jt'i. lJIJ '.!i'Z). ,e.3 B II" 'l.8' 17" ,q~s.aa«" • 31:!"2.02. TANGENT 464 61 16" MJ 45' BEND W /RETAINER Gl,ANDS 8 CONCRETE THRUST BLOCK 16" Cl 52 D.1.P. IN 8 MIL P.E. ENCASEMENT, TYTON JOINT OR EQUAL 12" FE X RT ADAPTER 16" X 12" MJ X FE REDUCER 16" X 18" MJ X FE TEE 8" FE X MJ BUTTERFLY VAL VE 8" Cl. S2 D.I.P, IN 8 ML P.E. 8" MJ 90' BEND . . , • 8" D.1.P. FLEX COUPLING W /HARNESS RESTRAINT ASSEMBLY 8" FE METER STRAINER 8 MAGNETIC TURBINE METER W /2-WAY REGISTE WATER SPECIAL TIES OR APPROVED EQUAL .a•· COMBINATION PRESSURE REDUCING PRESSURE SUSTAINING VAL.VE •• CLAVAL WITH EPOXY LINING 8 COATING 8 STAINLESS STEEL TRIM. 21/2" PIPE SUPPORT ASSEMBLY PER C,N.6. STANDARD 8" PLAIN END CL S2 D.I.P, 10· X 12'. LONG REINFORGC:0 CONCRETE VAULT, 3. PIECE QIAMOND PLAT~ ALUMINUM OR STAINLESS STEEL, HINGED, SPRING ASSISTED LID FOR PARKWAY LOADING. 12" ii) RECESSED FLOOR DRAIN 8 CAST IRON GRATE: ALUMINUM OR H.D. GALVANIZED, WALL MOUNTED LADDER. 2 EACH 8" $ PVC AIR VENT STACKS, ONE HIGH, ONE LOW. ROUND PIPE OPENIN'3S TO . BE SEALED WITH ELASTOMERIC MECHANICAL COUPLING, "LINK-SEAL~• . OR APPROVED EQUAL. ~ . .16" X 36" LONG FE X FE Cl. S2 D.1.P. SPOOL (§) 16',~J X FE BUTTERFLY VALVE. (NORMALLY CLOSED) (@) INS~ALL 8" CLASS 150 A,C.P. PER 1.R,W.D, STD. SPECS, SEC. 15072 INSTALL 12" CLASS 15D • • • • • e A.C.P. PER 1.R.W,D. STD. PREPARED BY I I SPECS. SEC. 15072 [li THE :::~i••• • -JN~0t1•0 INSTALL BUT1ERFL Y l<EJ TH :t"'•.:'A- VALVE PER I.R,W.D. STD. C01'1f'ANJES :&,"l!"' SPECS, SEC. 15100 ~-• ... ....a ,uu, oau -..u..-.,,..,,_ . WATER IMPROVEMENT PLANS FOR .i ' I I J t t-~ >-+---+---+---+-+-+--->--+--+--+--+--+---+-+-+---<----t--+--+--+----,.r-t--+--+-, -+-I --+--+-+-+--r-t-+--1 t -~-- +---r---+-+--+--+ , -t- +-+-+--+--+-,-f-+--+--+ l . ~-'+"-+-"~..i-'t--t--+-f-+-+ +--+--+ +-+-'+-'-1-iH--+4'-¼+.+""+-"HH'c'-:l."""'-+-+-+-+-i--t-- t . . _J I -----1-t-+----+--+ 136+00 137+00 138+00 139+00 140+00 141+00PROFILE 142+00 ---- 9- ~" C. f. 5 w w I I /2 0 ' HORIZ• 1 "=40" VERT• I "=8" PLAN 1 •=40• Gt .- 143+00 144+00 . -J © 0 © 8 CD m . + ·-• .. -.. ,.c. 1 45+00 146+00 CURVE DATA DELTA RADIUS LENGTH TANGENT 19°21 '33" 2016,00 681. 17 343-86 26'09'22" 1993,00 909.82 462.96 25°50' 48" 2051. 00 925-23 470,62 11°28'17" 1 956, 00 392,02 • 1 96i67 2G" 09' 22" 2000. 00 913. oz 464.61 147+00 CONSTRUCTION NOTES WATER it~STA_·L JZ" '~-: .-\.-:;-l~~L: /l .. C,P. f---'E.k 1.R.W.D. STC. SP[:S. S~:.15G72. -1:NSTA_L l:3Ul '£ Y VALVE PER J.R.W.A. STD, ·SF'ECS. -St.C. i 5"! OC .. 1-NS~A~E F"IRE H"CRANT ASSEMBLV PER 1.R.w.o. 'STD. J.\.JG". 'w'-E·i • INSTALL G· CLASS 150 A.C.F. PER I.R.W D. STD. SPECS.SEC. 15072 . srA.1:56+00.00-141+00.oo \ • • \ • I I I , 0 SS4J2·.c:L 8"C.F. 8" C.f. 5~.07-F.L. 8" c:. A'-. -• • 147+00 - I b 1 4 +00 __L ~b \.. J l 148+00 • Ca ~ ,; ' 13•09•4o•w ---, 149+00...: ~ 1 ·.SD --~ -""' Q Si <r "' ~ " ~ "' 150+00 !5&8.11-f.L. 8"CJ'. Q , . 151+00 -- ' ---f·:--+--t-- • ---J_ '_ f r ' 152+00PROFILE 153+00 --------------- HORIZ• 1 "•40' VERT• 1"•8' I I PLAN i 154+00 155+00 156+00 CURVE DA A 0 DELTA RADIUS LENGTH 14'24'32" 2000.00 502,97 2 14'24'32" 1949,00 490. 1 4 ' 14'24'32" 1984-00 498-94 0 14°24'32" 2007,00 504,?5 14°24'32" 204e,oo 513.5 3 TANGEIIT 252,82 246,37 250,79 253,70 258. I 3 ----,--_ . ----- I --.· l=jcccr ----l-"'t="if--"'1-'=cl. --' ,· i CONSTRUCTION NOTES WATER @) INSTALL 12" O--AS5 150 A.C.P. PER I. R.W. D. STO. SPECS.-sec. 15072. @ INSTALL 6UT1'E.f'\ FL-( ""'-""-Pel'\ LR.W.D. ST[?. SPECS. 5€C.. 15100. 1 1/2 0 I 2 - - - - WATER IMPROVEMENT PLANS FOR MARK ~ATE :PES°CRtPrlON RE.VI tONS DESIGMED C~KE!l SAN JOAQUIN STA,147+00,00~155+49,07 SCALE DATE ~S SHOWN -,:...,-' SHEET 284 _· of -21}9 . -i ' I ·, -I I -.... -----, I--,,, . ct . ' . . •1 Q ·:1 "" "' . ,.J ..., ... "" z ~ i Q .., :fl i "' "' ' Q I ... "' :! I -' "-,_ z ! ► Q "' i: I ~- t:i '.' ;I W I ~ I >-+--+--+~-· ·+·' v+c+c+++++++-+-+-+-+-+-+,'-'~+-+--f';'i+.c++++ ++-+-+-+-+-+-+1-+-+-+-+~'='1r:-;-1~pch"~t'='-tc ctc-J~l-=-t=-' CO.ct' '-'l~F---bh:lf-=++±c±-fc--t-'cl~F---H<"'irc+--t--'F*-+-+c--t=1~F---rr-+-+++c±=' • N:c±c+c-+'-lc-4~=t--'4=c+c=~~cc+-+-+ (j • 1.LI b en v + IC) 575.lq-f.L 8" er. ~1S.1B-f'"L 8" C.F. ~,s.qt.-f "C.F. 575.:l!•n. .. [.f. -...J :c ~ :E 1 55+00 ¼' r-1---,-- v CD C\J ~ :c (J) w l&J (/) • ~ ~ • ~ e:, ,... 511.E.S !Hit GA~ 57.Qill_f \JAlER 1 56+00 El CAPITAN DR. Z8i " 0 Q ~ • 0 ;; N • + 0 "' ~ . "' N 0 z w • 0 ~ ~ ~ "" = a, ~ -, "' ~ V, ... ~ C, "' ~ '-" ~ 157+00 158+00 '-i' 'Ii .. , \i "' ill ?;I l,j ~ .., ' • " '° "' "' " .. ::, .. ~ 15 •00 -159+0 ~· l ~ \j ~ 'Ii 'Ii ' " ~ I I I "'"' 159+00 8'' C..F, tJ" C..F: at.BD·F.L. J!ln C.. J'. cj ., .. • 0 .. - 160+00 PROFILE 161+00 ;I I HORIZ• 1•=40• YERT • 1 -.. 9• ., la ' ,:,,,,;...;-, GAS 13'! DTM[RS) ·>· '" PLAN 1 ·=40-" ·'·1 .. 162+00 0 • .;, • 0 • N I --- ' " " •. i • i • • 1.. ' 1 163+00 -- • (0 Q) L "-"!=l=l=1=1r=r=rrrrrrr+c-+-c+++-+·C\J ~-tc ++++++=t--+·+cc+=-+c-t~-'=f=+=+=+=1=1=1~'lr=F·"I·· "'" a'i ... .:;, rO 164+00 ~ bCJ0.':19·EL- 1''" c..F. \;:10\.,ti·f.\.. • ~- ~ 4 C. z t'\ • r =--··· CURVE 0 DELTA RADIUS 33'12'48" 2800,00 @ 33'12'48" 2749-00 0 33'12'48" 2842-00 1 65+00 DATA LENGTH T ANGENf 1623,1 I 835,07 1593,55 819,86 1647,4• 847. bO "''..;:. .--,-,. CONSTRUCTION NOTES •. _-~\ J w. :Tf;.1",. 9 IN.STALL 12" ~ STD, SPECS, 0 @ @ CLASS 15C A,C,P, SEC. 15072, PER J ,R,W-D, INSTALL BUTTERFLY VALVE STD, SPECS. SEC,.15100. PER l-R-W-D, INSTALL F.H, ASS'T PER l,R,W,D, STD. DWG, ~-6 INSTALL 8" C,l:ASS 150 A..C.P. PER !.R.W.0. STD, SPECS., Sic. ,so1z:'; ':. I /2. 0 2 ---- 3 lnche::5 on orlglnel drawl·ng .. -.... -I .., < ~ .... ------------...... -----t~ PREPARED BY ,-J I -[i] THE . =j!:1''• :i:: · • ·KEl TH-·:=rL. z COMP AN l ES !!:=iii!• ~ •. --•11111;1rCMu....,._ u.-d•= < --------------------------si 1-----------------1 ~ WATER IMPROVEMENT PLANS FOR E: SAN JOAOlJJN ST/\-155+49.07c16S•OO.OO Cl) ~ ..J 0. ... z ~ "" ' > di "' '1-1 ·t+=~s~~~+~~~~+J!~~~~=~R~~E~~$~~i~~~3ii~E!-:-----~~;,i·~ r: SHEET . .265 t; ~ ~--f!!~~c,,.;,F'=a=;==-..... -=.;..i SCALE a.ATE lll,IG. of UJ : 0 ll[SC~IPTIDN 5 21'5&' Dt" 2784-00 ID&,. :Jo ,31. 4q MARK OAl~ 15' 52'08" 2807,00 17.7.'t+ 3'f1.fE REVISIONS 6 • ESIGNED ,_. 289 i: 1/ ~::ai;/;l,!;ii!a-;i,..L::~~~~~;.,1,•C!S~sJ;!"'~""::!,lfM:A~;:,•,.!'B'J;..J.,-,,-=..,.,.-,;,,-,,~"-=;;~,.,J tt, I 52t0-, '2ilJPF• -309t--105 14-H•r-89 01.1·3'3 _Ptl I_ -309'1-9!:tS '/ RAWN CHECKED J.ll. •P•ST. S.,J,H.R S1A.1S,+49 1_:.07-16S+OO·, o-- I 165+00 0 0 d 0 .,. It) CD - - • +---'C---+------!-+---+-+--+--O~--'-i--- -+-++. • • 166+00 I I/ ii I• 1/ T . i ' I -,- -· ---•. ,t • • ...... . 167+0fl w 161+ O • 168+1Ju ;_;:.;,>-----------= 16 • 169+00 169+00 C "' r ;.._ • --ct J-__ L q rr• l +--+-+-~---!~+---t---+-+---t-~t-+--,-+--+-t---t---t-+--t-+---t--t-+--t---r-tt-+---,-+--t--t-ct-+--t-+--+-t--+-+---+--+ -1 t ' 1--f· -I --1--.. --,----l-f--___ I -+--+ +--+ i . 1 i • -; ····•· --r ,__1 +-+--+--+-+-+-+--+--+-+-+-+---+-+ -+--+--+-tt-+--+-+--+-+--+-t-+--+-+--+-t--+--t-+--+-+---+-t-+·-+-+--+~t--+-t~+-+~+- 110+00PROFILE 111+00 w 170+00 "'" HORIZ• 1"=40' VERT• I "=8' 281 213 E.18. '11· F. l- ~"C. .F '., £:,!C!.1/·F.L. S"(.F. ~- I eJ C.35·f.L 172+00 173+00 174+00 0 .. c.f- 1c,i1..Ei6•t.L- ~"(.F. 175+00 CONSTRUCTION NOTES 8. WATEF'\ JNSTALL 6" CLASS ISO A.C.P. PER .R .•• STD-SPECS. SEC. 15072. G INSTALL 12·,·cLAss 1so A.c.P. PER J .R.w.o. 0 STD. SPECS. SEC. 150721 INSTALL BUTTERFLY VALVE sro. SPECS. SEC "\100. PER J.R,w.o. IN,;TALL F-H-oS'Y PER J.i;;.w._o. STD. 0\/G, W-6 -... -----::..' ,:-~:-.::_=:=: _ GAS BY DTIIEXs CJ .., D" F::::::"-:::'-:--------~--------L _ ..Q "' ill ___ r, ------ WATER IMPROVEMENT PLANS FOR 1/2 a 2 --- - 3 lnchee on ol"lglnel drew Ing PLAN , 33'12'48" 2800.00 1623.11 835,07 ES!t~Eo_g SCALE DATE DIIG. Nil. Qf .ti ----------------------------------.l..-1!."..:=;.:4~0!.'-.1...:,;.;:.... __ .,..:.9'_;;;2•:..' _ l : , : : 6 _ · _ . 1 . . . ; ; ; 2 8 : ; : U : : . . l ; . ; · : . : : D : : : O _ . . . . L _ . . : 4 . : ; o : . : : 7 . ; . . 3 : . . l : _ _ . . . . . 1 . _ . . : i ; . ; 3 : : . . 1 . . . : . 7 : : . . 1 _ . . . J ~ 5 " - . 1 . . . - . . . . : . l ; : . 5 _ • ; : . 5 ; ; ; z · _ u : ; : ~ : . . · _ , 1 . . . , : ; E ; ; ; B O ~ l . . : - □;::□:.,.....1._..:'.: . l ; . ; 7 . _ 1 ; . ; 4 : _ _ . . . . . L ~ - " ; ; . , 1 ; ; . l · ; , ; 2 ; . ; Z ~ ~ i i : . ! ' ~ ' : : w N ~ ~ l l ! a . ~ ~ C ~ H E ; : C ; K : a E D ~ - ✓-~-i2~~~·•~s;:,Ho::, : w : . : : • ~ M ; ; ~ ; : : " ' ~ - : : : ! ' t l ~ ~ : : . + , , - - : : - ~ - - : : , : : ' . " : : : - : - : : : - l : - ~ 2 8 : : : 9 ; - . : ~ · : ; ; - H • • 175 00 • 52t 2'JPF '0"1 1nF. ,~~M ... -1:10 n7•A"' ~ ... r ,.,..,..,· ..... ,"'· •P•ST. S.J .. R STA. lv~•OO,OO-+·QO. -O • .., 1 ., ,. I I 175+00 b 0 LLJ d z 0 "' -le:! ..J + < IO ;--- "' "' :z: r--"' « 0 -N C, w t-• >:: • "' ;:! 'iii ~ -w ~ B"C.F ( b2'2.E,8-F.L. a., c.r. c.o CX) (\J t-= :z: en Lu LLJ en 2e,; "' ~ OJ ':' ~ Co l +-·· -' 176+00 ,,,, " "' ~ ~ ~ ~ • I I ~ "' ~ ... . 11 ~ -I I w flTF &2:t.+'H:l ... 8" C.F. " \:! 1 77 + 00 6'Z2,l; '!,-f:L 8"C. F. lolf.Dfi·F.L I B"C F C1 .;._::.. •• ~ " .. " .. ~ _J_ . t • 177+00 :,, " " .. Jl i- ~ ~ ,., ., --L-+-+ ' I 1 79 ... 00 178+00 w I t i 179+00 ~ l 'll \j ~ ~ 'si " ' ~ -- .II I' 'I I t --+ ' 80+00 PROFILE 181 +oo 8''C.F. Ei 17. &2. -n. B" C.F: u .; '--~ . ~ ~ • 0 ~ HORI Z• 1 "=40' VERT• 1 "=8' w -- PLAN .oro R-<1'-t~ -,,+-lii!"te-+n.i* i.,;.·+c-1m-+'c'Ft--c~~+~+-+-H--+-+++-+--H~¾.~-t,.,~-,l-ri11.,,.+-~'t-+--H~':+-~;.1-~~:r'+-~~-q.cc+-+-+-'--'iP'f=-+~"t-+-~-+=F3 ' ·+ ' t l-. • .. +-+-+-+-+-+-+ . . -----r---- -j. . ~+-+-+-+-+-+-+-+-f---+-f-c-+---t--+-,-+---+ ---- ... --•--•- • _:_,-'..:,'. -----' ·-~-- + • -,..... ID. ++-+----+-+--+-!--··+-+·-+---t-r +·-+---tf---+-+---+----+-+---tc-+-+--+----+·-+---tf--+- I 82+ 00 183+00 1/2 0 2 --- - 3 Inches on orlglnel drewtng. 184+00 185+00 ~ I CURVE DATA DELTA RAOIUS LENGTH TANGENT (il 33°12'48" 2800,00 1623,11 835-07 I 86+00 CONSTRUCTION NOTES .:.,<,>."'-_.,, --,,, . ' ,,_ '1' "· • -1:'.- 8 INSTALL 6" cLASS 150 A.C,F·. c'Y I .R.W,D. STD. SPECS. SEC. 15072, INSTALL 8" CLASS 150 A,C,P, PER ],R,W,D, STD, SPECS. SEC. 15072, INSTALL 1z· CLASS 150 A.C.P. PER 1'.R.w.o. STD, SPECS. SEC, 15072, INSTALL BUTTERFLY VALVE PER 1 ,R,W,0, STD. SPECS, SEC. •15100. INSTALL F,H, ASS'Y PER 1,R.w.o. STD. DWG. W-6 -... -I .... ·< z < 1------------------{"' ~ u. WATER IMPROVEMENT PLANS FOR "' ! © 3s•20·00· 2400.00 1s21.93 101.53 SAN JOAOUJ N ~ a: 0 36'20'00" 2451 .oo 1554,27 804-27 H l LLS:illttAl989 ; l---©3",-+==-36_'_2_0_'_0_0 __ -+-2356. oo-·+--1-4_9_5 __ z-q---+-7 73 .-7-5---1 ~ © 33°12'48" 2749.00 1593,55 819.86 © 21' Sb' 02" 2784-00 1065.7G 53~.'tq STA.175•00.00-186+00,00 i ~~'~➔--~J~1•~5~0~·~1~5-•.....j___.2~4~1~6~-o~o:--.-1--....:..1~34~2~-~s~o-+___.6~ 8 ~ 9 ~ - ~ o 7 : . _ - t ~ ; ; t ; ; : ; : ; : t - = ~ ~ ; - - , ; - ; - ; - - ; ; ; ; - - t , ; ; m , . . ; , ; ; - i m i i f R - - - - - - - - : - - - - , - ; : ; : ; : : ; : c ; c - l i © 25051•19" 2393.00 1079,87 549,29 MARKDAT.E DESCIHPTlON ~~~~~:i~rg:o~~ SHEET - REVISIONS J• A . . . 36 2· 87 ~ / q•z&• I&" 2807.00 ·.41.2.'.'>l 231.71 " • -I-++---~::-t-=--:::-;:-;:----j-;--;:--:,:----~-T-:=:-:c:------11'"Dc,cE:",'sl-..,G"cNE;;D~~-==="ri-r=Y SCALE DATE DWG. NO. Ot 'i/;i/ ·-· _ --------------------------L..-'la."..;=;.;4:.v..'-....L.----------------------------1.....: .... __ .;;3.;;3_'.;.1,;;2_'.;4.;;8_"_.i...;;2.;;8.;4.;;2.;.·.;;0,;;0_...1,,...;.l .;;6.;.4.;,7.:,-.;,4,;;•_.,i._,;;B.;.4;.7.:,-,;;G,;;o_.,1ao::R::AW;:N~D .. ·~·m..-,i;C:;:H:;Ea:C:::KEa;D:..;.:.... ... .J.:''"'s-'s:::H:.,O::W::,N .l.!M:;;A::,'<:...1'6::;'?>1..,J _______ J....:2.;.:8;;;9:.....J t;1 •P•ST. S,.J~~,R srA:i•1s•OO.OO-!&-.;i•_Oo.oo 52\0.23JPF 1 3091 107 IS-Mar-89 07•46 AM/ 3091-9'99 / -l 1 •. l( 1.11 ¼. 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L....L..cL...L_.J........L..c.L_l--L..Jl.......l........l.....c.J..-1..-L-L.J.....+-...L_.J.......-L-i.......C......t.....,'l.......l.cc...i-f.......l..--"-'-L.-"--....L......l.......J........J.......-=cf--4-'::--:'-'-':='--::--'--c'::-r--'--+--'---'--'-"-.L......t........'---ll.......l--f........L.......l........L-L.....L...l........J.......J.......-'-f--.t........L...eL.......lc.......tc...J.cc..c.L......L...cL_-+....L....l......J........J.......i......i.....elcc.c.l.......l..cc1---'---'-......L-'"-.....1........L...l.......J.......,'-'-'-r"-'--L.c.Jl.......l........!..=......L....J.......L.....c..c.ci..-...L==..c..La=r..c.L==-• 191+00PROFILE 192+00 186+00 O" C.f. &,Q'l.@ 8" CF -=----~ 00--------- E, D2.E.1-F.l. =c""cc""c-- i"C.f. E, □z. D :_7.:11. ·e .. YF. wo zo -J ... U) 0~ ~4 ~~ ---- 187+00 188+00 :>;: <> ---------------~ I I I w I I I I' " I I I l ~ J I I • -k I I ii3 "' " C t 'I/ \\ ,, \ =r 1 88•00 / 189+00 ' ~:k -9 ~ 189+00 190+00 :-·-· " ;;. "' ~ "' ..,. -~ ;... ' ' -1 90+ cQ -j =----=c--1 91 + " ;, .. " .., ~ 'rj \j "' i HORI Z• I "•40' VERT• 1 •zs• ~-w .... ----=----=== ======- ~ ---- "" Is:: ~ G< "" 1:1c:;·.S "' C, It: '~ t_j i!!i c:, "' ... t.: :I oi;i~ "' " ' "' ;#,......, .,~ -., Ci :0:: .,.. "' i,! < -~ PLAN 1 "=40' 6 19J .. oo 1 /2 D 193+00 2 - - -- 3 tnchea on ortgln1I drawing 194+00 1 95+00 cu VE DELTA RADIUS 0 36'20'00" 2400.00 ' 36°20'00" 2451 .oo G) 36°20'00" 2355,00 • 31°50'15" 2416,00 5 142°32'15" 1 . 50 6 02°29'24" 2412,00 0 01°06'29" 2397,00 ® 02•11·10· 2393-00 9 25'51'19" 2393,00 196+00 <.j ~ ~ DATA LENGTH TANGENT 1521,93 787.53 1554,27 80.4. 27 1495.29 773,75 1342,50 689,07 3_73 4.42 1 04 ,8 3 02 -~ 2 46,36 23.18 91 , 30 45,66 1 079. 81 549 .29 •<>'" C-T e ' 197+00 CONSTRUCTION NOTES WATep, ·• .· @ iNSTALL 8" CLASS 150 A,C.P, PER l,R,W, , STD, SPECS. SEC, 15072, INSTALL 12" CLASS 150 A,C.P. PER !.R.w.o. STD, SPECS, SEC. 15072, INSTALL BUTTERFLY VALVE PER J,R,w.c. STD. SPECS. SEC. 15100," WATER IMPROVEMENT PLANS FOR SAN JOfflUoi'f9II HILLS ROAD STA,!86•00,00~197•00-0ll MARK DATE DESCRJPTJON SHEET REVISIONS . . . 266 DESIGNED B.E. SCALE DATE owe. NO. of DRAWN D-J. W .. CHECKtD ,\S SHOWN MAY '8'!'.> 2.69 U <:I <'TA ,,. .. _;,n ""-'"""•"" nn ~~rn n~,n~-~--• . --,.,_ ---~ ---· --- -., I "' < • 0 "' "' ...J ...J I -I "' I z I -::, 0 < 0 -, ~ ., \ !s I "" "' z < ...J 0. 1.// "' t ~/ H ~ ' I ' iNSTL c,·· CLABS f50 A.C P. f'E.A iRWD 5i"O. 5f'E_C..S. See r~7z f..02 4i; ·f.L. / S"C.r :J: Cl) Q) l&J~ ~ 8'2 lN';,TL 12" Cl.A-95 !50 A.C.P ~ IRWD STD.0f'EL:<$. sec 1'?072 lNSTL 8lJTT£'P,FLY \ALvE fE.~ \'l'"iWD ST'V. Sf'6C6. SEC ISC!OO ' II 0 • HCJR!Z: I "=iO' VERT: I "=6" 21!4 z Cl ;::: ;:: V1 . ;;z ...... "' .. ::.. t- c:, c:, aj 2 <,J PLAN 1 •=4 ' 205+00 er-----'----'-----+-----...;_'-'- 205+00 I CURVE DATA Q DELTA RADIUS LENGTH TANGENT WATER IMPk. SAN HILL STA.197+00 0 82 ° 58' 4 I " 35 . 00 50 . 69 30. 95 ~.'.:,<;-,~_j_ __ .,:'.':_::'..':'._c'..'._ _ _j__~'::'.._~:'.___~_.:::_:'..:_'.:'..:'.__j __ .'.:.:'..:.:".::'.. _ __j,-:MA::R:::Kf:D--:-A::TE::t--::D::ES::C:::R:::I:::P:::T:::l::ON;:---fepCoRcEPP A""RED UNDER -----i..V 99°36' 17" 35.00 60.85 41.42 F.....-"-'---''"-----'-~~------¾SUPERVISION DF _____ .... ------~-i<3---l--l-l_O_' 2_6_'_5_B-.. ---1f----2-oo---+--5-9_5_-+--2-3 ___ 9_4_-I REVISIONS JA S A. DANE R. C .E. 26 c_::,; --__;1---·----t---·----t------j!!!DE='S:..1_!<;:GN:!';E~D.,¥B'tsEFr='-i===nr==-I SCALE I DA TE I DIIG. NO. DRAWN A$ SHOWN MA'{ 'ilo/ •P•ST. S.J.H.R STA.197+00.00-208+31,44 -l15W,2_3JPF: 3091 109 22-Ma,--69 01 :0"'