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Home My WebLink AboutR_5859_SI " I V I C I 1~ I T ''( fv1 A P ------g~----~--•-•--_____________ ) i LC)C AL SANT A ANA. CALIFORNIA MICHAEL ~A,, RUANEv DIRECTOR PL.ANS FOR THE ltvlPROVEMENT FROfvl OF r,1EVvPORT COAST ROAD TO 6100' EASTERLY I.R.W.D. APPROVAL ,0. DESCRIPTION APPROVAL DATE & ADDED BUILDER ENTRY ON SHEETS 7, 14, 15, IB =-'J 1°44f ' ,, 20, 21, 22, 24, 27, 28, 29, 40 t V - & REV. CONSTRUCTION NOTES 81, 82, 100, 101 l~ru t;r.' ' f~,1 SHEETS 4, 25-30 ''f & i{),--t{L . , REV. SEWER PROF!LE E:Lt:VJJ.TlON SHT. 27 .:.,_ i/t/{f & 1--.. .. REV. F!RE HYDRANTS SHEETS ~1-, 29 ~ ~(41!_ --------------~---. .,_.,, .. ASSESSMENT DISTRICT 6 1RR!G.ATION P.o.c. MODIFICATIONS SHTS 4, ZS·>C' ,-, t() fHj) If t,{1_, 6\ REV, SEWER. LATERAL LENGTH, F.H, LOCATIO!' Ne' ,r .. ,/t,(ff SHTS 4, 25 V M, R__E_c9_'.m DRAWINGS' SH1S 4, 2s;21 OCTOBER 9 4 % 'v 19 FUf\JDED BY~ ASSESSMENT DIS 1·R1CT I §> H r· l\. I --nr·,·cfl LJ:..,..., I'~ , T.8)),: CENTERU!;E JJ✓Tt.RSC:CTIOf~ WEL'. _ MO~-IUMFJH F CR SPYGLASS HILL ROAD A.T ·SAN JCu~QU['\l HiL LS nct~D STF,. :2·1+S4.75 TOP OF BRASS CAP -l)l5.9i5 l, ____ _ , PR-0 iE''' J \ u l~.,, I 6627 f=;:!DGE PARK ROAD Nn7-,- ',.,1 ' t:.: ec:o,-rc, 'c"'' t. L 1Nf'"''l"A_l_'ON '<' SHO"/" vL Ir:. H.\lh.,-.\ , , UJ .i\il , L,;i ~ w l'i ON PLANS FOR BIDDING PURPOSES Ct~LY, ACTUAL LiMITS AND REMOVAL I l·•: 1A' N·r1·1-1c,: ''·IA' L o,:; "E'I ,:;n,,!Pe-□ IN• ~...,. 1 L""' ..;:,r L o"-u .__n,;1 ,'I,_..__ , THE FiELD BY THE SOI!_$ ENGINEER. l COUNTY OF' ORANGE E.M.1,. TRAFFiC ENGINEERING DIVISION EXP. DATE: PATE: OF CAUFORJ,i/\ COORDl!sA TE SYS'. ZOhiC VI u;,JE 8F.T'l!EE~J D.r.s. ~1:(JS:';\RD 2 A,\Jf) G.C.S. P~UCAJ✓ HILL. 8E!NG i·13CJ·'"iC'D5'W PEi{ R/S 86<C83 BASIS FLOWN BY: R.J. LUNG DATE: 6/14/88 AP PROV 1\L or:~ D0MC:S TiC W !\ TER F<ECLAIMED WATER fAC.iLJTl[S SANIT.4RY SEWER APPROVED BY SUPERVISED BY /0-18-'f'?' DATC: DAT~ 10/1(:/-•u i --~y~-l---t ___________ _) ,. ( .. 5) " t\PPROVED O.q • ~Jr~E .l-41 v COUNTY FIRE DEPT. F,re. 11-yfJ,-,,,,_ r Lo &.Ar-r/9~ .,..., fv ' ,,,. L ,$! ll~-t: ... :to r /(_,,,,,_I). ' ;:--;:;, <--' <C ['le§_ ft ___ t/_a_,c r M ,,,_,,. _ • ·---·-·· 112_-19-9'-/ FiRE MARSHALL DATE ,_ . -Of~VIA Tl()~~S !--h\' i1 ,~A ' ' '-"" I j ( L. A l (--~-/:; \..J,,,__,. .. L., i" ·-'\" c--rA•-in,pnr J l f-\!\JLJ/.;,r ,LJJ~ ' -· GEOTECHNICAL. CO~JSLJL T ~,NT: ) I i I S-1 BUBBLE-UP STRUCTURE DETAJL ·-~-'~ ...... ~•·" O.C,E.M.A. APPROVAL 6 DESCRIPTION SHT. APPROVED bATE !I:,. 4,14-17 M'~ Zu,_,,, ~ $.,/;, iRRIGil.T!ON P.0,C. MOIJ!FICAT!ONS 2:5-'.30 ~ ---· SCE VAULT MODIFiC l.i TION G,7,9,fl ~ .. ~ ~~ -------·-· ----~ ---· _G4 ~,.. ~s-v~~:-~-~~ £ D\SPOSAL SITE PHASE II e ~ -/1/. j/,j;• ,~f.} •~~ /~&H -·--------~-" -i)L\ HYDROSEEO MODIFfC/ff!ONS :./4• %'~ Jj.Wtt /. ~?,.;t , ~#'f ~ DlSPOSt\~ IH'Tf. Prt,'l,SE HI 1,:,1,',' "'7 ::::/;t -··-·-·-·· ;;-·,n u ',,U;~'!t--f ·'""'1 l,i;~ DEiEIIJ1Wk BAS]~ ',.:,. ~ ,v,,\/4 f 1824A i/s~-, h • ..,46 S-1 W/;, .,..."l;.t,,..,4,,;yt i·~,,~ ·---~----8 RECORD DR/\,WINGS 2.3,4,I B.9Jl,r?. /1$,'l),,7· ,..., 4l)t::f14 --·-· -~-• -·-··-S_?_A.L,43 i I r'.":~,i 1-,,. p f-l '1 (-\ii E f\_!,Q ' I t.J I , ~-, r : ( I._; l \I' ce I so. C,4LiF, '::D!SiJt, ('7!4) :159 5255 PMJF:C GEcL :TLEPrlOt✓E t'f/4) 956-~J?:b ' I SO. C/..LiF. ~· , " C,). 0!4; GJ.C--3::J\'., I \._;;-\ "j L!1G~J-:A SF-."AC.h COL•,'JTY WATER n,sL / '" ,, ' 4'.M-Kl!li i I'd ! it"t'Vir~c r~.4~-.:CH 'NATEF? O!S-,--HiC 1 (714) 476-75:10 CGf'ifiU~liT f C.Li,8L[V1Si0~ i?i'-ii 72!·5226 I Tl-i[ IRVil•E CU\i? fl.NY I 1',G. DIV .i i?·14) 5411-8890 i UN:1F.RGRClJ!'i'.'J SF.RV!Ct A.L.t:RI i-8()0-·1 ;~:2 -11!3 3 \.. ' .- ( ·-,- UNDERGROUND j l"r-/l ,~y LJ I I _.I I , ., I ERT f-\ L.. :. ' - DAYS PREP1\Rt::.D I I I SH-'ECT .... ' L. ' ihJDEX TiTU~ SHEET LOC ,l\ TiON MAP SHEE1S DESCRIPTION TYPICAL SE.C7JO~S~ CONSH~UCf!Of\l NOTES GHAD!NC·:-No·tt·s • --4 1 YP1C.Al SECTJONS1 CONS TRUCTiON GPA1:NG NO f[S NOTES GRADING PL.l\NS ~ 5 RflJGE PARK ROAD G Rl[:GE PARK ROAD 7 5 g RiDGE O A.RK ROAD RIDGE P Af~K RDAD f"\iOGE P,ti,RK ROAD RIDGE PA.S.K ROAD RIOCE ?ARK ROt,D STA, 10-000.~2 TO 2:+00.00 2tt 00.00 TO 33+CQ.OO 33·1 00.00 TO 44+23.03 ~4+23.03 TO 53+ 50.00 53+50.00 TQ 64+00,00 53+50.00 TC G!+ ~,0.00 64+00,00 ro 71+00.00 IMPROVEME~JT PLANS . ,x::_ I. _, 13 1✓1 15 !6 17 R!OCE ?.i:,,RK ROAD R:DGE PARt< ROAD f-~IDGL P/'-1.RK ROAD tFJC: f't.RK ROAD RIDGf: PARK RO.AD R!DGE. PARK. ROM) STORM DRAlf~ PLANS 20 21 27 23 24 f.24A- 248 l..iNE "/',1 LINC 'A~ LINE. 'A' UNE ''!" sr=wER Ar~D WA rER PLANS ?5 ''"AS:,-1'"'' ,_;(\ , , )VU "'?r ,, 3-, ·- :J.J 34 3;.; 3(, 31 3B 39 40 41 45 45 47 RIDGE PAHV. ROAO rnnu: PAf?!\ ROAD RIDGE . PAR< ROA:J RlOGE P t1R~( ROM) 'R.i[(";t_ PARK ROA[) RH)GE PARK_ ROAD PLANS Q<C',;" ,-.,/~, .... t. Pl\RK R01\D RJSGE PARK HOAD RlDGE Y.1\RK ROA.D riDGE PARK FWAD RIDGf. PARK ROAD RiDGE P.~RK ROAD F~IDGE P,\RK ROA.D R!DGE P.ARK RCA.D fl!DGE PARK !WAD PARK ROAD R:DGE PA.RK RIDGE ?ARK ROA'.) HDGE r_)ARK. ROAD f!IDGE PARK ROAD STA. i0+00/\2 ro 20'1·00.00 2:J+00.08 TO 30+62.27 .30+62.2"1 TO '12+00.00 42+00.00 TO 52+00.CO SZ>-00,00 TO 63-<-()0,00 G3+00.0:) TO 7I+0:-:J.OO STA, !0+!1.07 TO !8-•·50.0C 18+50.00 TO 28-+80.35 28·rS0.J5 TO :38+90.00 (} 38+90.00 TO 49+50.C:O 49+50.DO TO 60+80,93 t0+00.00 TO I0+70.0S 60+7GA.3 TO 57+3~.3~ s1 A" :c.:.so.82 ":O 20+00.00 20+08,00 TC j0+34.70 30·1 34. 70 TO tf2+00.CO 4?+00.CO ""O 52+00.0C 52+00.80 TO S2+00.00 s2+00.oo ro STA. :o+o:i.oo TO ?I-.-00.0'.J 2: +-00.80 ; C: 33+00.00 33+0C.OC) ro 4-'1·•-23.03 >:;4+25.03 10 53 +-50.00 5.3+50.00 TO E..cl"""CJ0.00 ! 0 GH-D0.00 6!.J+oc.oo ro . STA. !()·!JO.Li? TO 21+00.00 ?.1+00.00 TC 33+0Ct00 '33+00.00 TO 41]+?3.03 44+2:i.OJ TO 5:5~·50.00 53 t-50.00 T 0 53 t-50.0() TO 71+00.UO STA. iO+C0.42 TO 3!+00.00 3]+00.00 TU S2+0Cl.00 S2+0().00 :o "fJ+OO.DO I I I STRIPING AND S!Gf\liNG Pl.ANS '1,' !'.JS Rlf;Gt PAC:K R·JAD STA. :c+C;D,c:1i: ·:o 30+62.?/ i 49 HIOGl::. PAeK R01\D 30·i·G2.27 TO 52 .. ·00.CJO ...___( __ ·t __ ~_t_22. _________ ).I _ con -on s .. ee • , _ ,::-:· '."!r;10'.'~S -=-=---0~,,--•••~,c ,_..,..,..;;__c,..-.....,.,,,.,_c=-c,,,-~-....,~-:/ I Ot • 79 RIDGE PAR!< ROAD STA.10+58 :i: BEGIN PROJECT RIDGE PARK 55+86.9l RIDGE PAR!< ROAD ROAD DENOTES SHEET NUnilER FOR GRADING J DENOTES SHEET NUiiBER FOR EROSI071! CONTROL DENOTES SHEET Nlli'!BEH FOR INDEX OF SHt~ETS (cont. J EROSIO~l CONTROL PLANS ,51 RiDGC 52 RIDGE 53 RIDGE PARK Pt\RK P.'\RK RO.il,D ROAD ROAD ST/\. 10•00.42 ,O 21•00.00 21""00,00 TO 33➔·00.00 33 ... 00.00 TO t;.4 c'.23.03 5,1i .. RIDGE PARK ROi\D 44·~23.03 TO 55 F~iDGE F'ARi< RO/\D 53•50.00 TO 56 RIDGE PARK ROAD 53+50.00 TO 57 R!DGE PARf< ROAD 64;.0Q.OO TC DETAIL SHEETS • GEOTECH!~ICAL 58 59 DE:" AILS DETAILS -GF~ADING AND STORM DR/\iN 5:3 .... so.co 6!~+00.00 61•00 00 71,00.00 60 SIGNAL PEAK EX1ST!i'-JG J\CCESS ,~OAD EXH!B!T 61 -iRRIGil,TION • IRRIGATIO~J -STORe,,I DRAl~I 62 63 64 DET .l\!LS DET A.ILS DETAILS DETAILS • P.lvl.H. RETAINlNG WALL DETAILS 65 DETAILS -LllvllTS 01" PERlvliT .. 66 DETAll.S •• LIMITS OF PERMIT ~ ,_,:.·~· .... h:,,;::-.-~-~:•;;;-·~¾z•---·, '••--~7'C:---~~•~:•:•::::;.,-·-' ,_--,,:~ , _ _"•~·---"~~~ LJ1\\ 59A TRAFFIC CONTROL GATE DET,\IL..J:, ~~=-:::::t~_-~,.,.~-~~-7.'.;--:'.' '"~~ y;;;:','i•~t:~,~;;;t:~"':::..,_c,,,,,,-;::'.:,=·~:?✓\ ?LAN TRAFFIC S!GNPL PLANS NEWPORT COAST DRIVE AT RIDGE PARK ROAD 68 DET.•.ILS -SIGNAi_ "Tr:-\.;, ~ PLANS 59 RIDGE PARI< ROAD ( 70 RIDGE PARK ROAD /1 f~!OGE PARK ROAD f'L.~N':> NOT Rl::'C~\Vft) 72 r-~!DGE PARf< ROAD 5 FRoM COv I-Ji'{ 73 R!DGE PARK ROAD '3·?·04 ~ C.A .. T.V. DiSTR!BUTiQI\J SYSTElv1 Pl.A.NS /L F~iDGE 75 RIDGE 76 i~!DGE P/\Rt<. PAf,K PARI< ROAD ROAD eOAD 10•fi0 TO .34·00 34+00 TO .57 +00 SOUTHERN CALiFORi\JiA EOISOi\J PLANS 77 RiDGE 78 r~!DGE 79 RIDCE PAf~K i~O.AD PARK i<OAD P ARl-< RO/ID l0•58 TO 17 •00 } R/\;t-.;';> hJC,1 ·11_•·0D TO 44.·00 R,ccEWl:t.> FRo ·\ 44<·00 TO 71•0C COIJNi : .,.e;.~~ • \?5 IRVVD RECLAiMF'D AND DOMESTIC WATER . C;\PIT AL r=· ACIUTIES • w 1 THROUGH W 46 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY KEY MAP if' ' ,' I I : ~--· GRADING NOTES 1 • ALL IIORK SllALL BE IN ACCORDAHCE 1/!TH THE GRADHIG CODE OF THE COUNTY OF ORANGE AND ANY SPECIAL REOU!REMEIHS OF THE PERMIT. A COPY OF THE GRADING CODE AND MANUAL SHALL BE RETAINED ON THE JOB SITE IIHllE WORK IS lN PROGRESS. I/HEN REFERENCED ON THE PLANS. A COPY OF EMA STAHDARD PLANS SHALL ALSO BE , RETAINED ON THE SITE. 2. GRADING SHALL NOT BE STARTED 1/lTlfflUT FIRST NOTIFYING THE DISTRICT GRADING INSPECTOR-A PRE-GRADING MEETING ON THE SlTE !S REQUIRED BEFORE START OF GRADING 111TH THE FOLLOll!NG PEOPlt: PRESENT' OWNER, GRADl NG CONTRACTOR, DESIGN Cl VI l ENGINEER, SOILS ENGHlEER. GEOlOG!SL DISTRICT GRADING I NSPECT~R, ~RCHEOLOGIST, PALEONTOLOGIST AND WHEN REOlJIRtD INSP£CTIONS FOR GRAD1NG WILL BE EXPLAINED AT THIS MEETIN£ . -,, • . : 3.' AN APPROVED COPY OF THE GRADING PLAN. SH!\Ll BE ON THE ./ P~RMlTTED SITE I/MILE I/ORK IS IN PROGRESS. , ;t'., 4. CUT ANO .FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT ., HO~IZONTAL TO l FOOT VERTICAL !2'1 l EXCEPT I/HERE " SPt.ClF!CALLY APPROVED OTHERWISE, > S. FILLS SHAl~ BE COMPACTED HIROUGHOUT TO A MINIMUM OF 90:>; RELATIVE D':NS!TY. AGGREGATE !JASE FOR ASPHALT!C AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SMALL BE OEIERM!IIED BY UNIFORM BUILDING CODE STANDARD NO-70-1 OR APPROVED EQUIVALENT. ANO FIELD DENSITY BY UN!EORM BUILDING CODE STANDARD NO. 70-2 OR ~PPROVFD 6. J. 8. 9. l O. l 1- EOUIVALENT. ' - AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED IN IIR!T!NG BY THE SOILS ENGINEER AND THE SUlLDlNG OFFICIAL PRIOR TO PLACING FILL. FILLS SHALL BE BENCMED INTO COMPETENT MATERIAL P"R EMA ST AND ARD PLAN 1!0. 1322. L ALL [XlSTltlG FILLS SHALL BE APPROVED BY TllE BUILDING OFFICIAL OR REMOVED PRIOR TD PLACING ADDITIONAL FILLS. ANY EXlS!INC lRRIGI\TION LINES AND CISTERNS Sil/Ill BE REMOVED. OR CRUSlk~ Hl PLACE. AND APPROVED BY HIE BUILDING OFFICIAL /\ND SOIL ENGINEER. STgCK PILING OF EXCESS MI\TER!Al SHALL BE APPROVED BY THF BUILDING OFF!Cll\L PRIOR 10 EXCAVATION-- THE DESIGN ENGINEER, AS A CONDlT!ON OF ROUGH GRIIOE APPROVAL. SH/ILL PROV l DE A _BLU~ lOP Ill TH ACCOMPANYl NG WITNESS ST AKE. SET AT ,HlE CENTER Of EACH PAO REFLECTING THE PAD ELEVATION l'OR PRECISE PERMITS AND A BLUE [OP 1/!TH \IJTNESS SIAKE SET AT THE DRAINAGE SllALE ll!GH POINT REFLECTING TH[ HIGH POINT ELEVATION FOR PRELIMINARY PERMJTS. 12. All TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER THE GRADING CODE. 13. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SflALl. AFTER CLE~RING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS., INSPECT EACll CANYON FOR AREAS OF ADVERSE STAB! L l TY ANIJ TO DETER~l~E THE PRESENCE OR ABSENCE OF SUBSURFACE WATER OR SPR!Nu FLOII. IF NEEDED. SUBDRAHlS IHLL BE OES!GNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF Flll IN EACH RESPECTIVE CANYON. 14. SUBDRAIN OUTLETS SHALL BE COMPLETED AI THE BEGINNING OF IH" SUDDRA!N CONSTRUCTION. -• - l 5. THE EXACT L~CATIDN OF THE SUBDRA!NS SHALL DE SURVEYED IN THE FIELD FOR l1NE/GRADE AND REFLECTED ON AS-GRADED PLANS. ! 6. All CUT SLOPES SHALL BE INVEST l GATED BOTH DURING AtHJ AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMltlE IF ANY SLOPE STABILITY PROBLEM· EXISTS. SHOULD EXCI\VIIT!Oll !l!SCLOSF. ANY GEOLOGlCl\l HAZARDS DR POTENTIAL GEOLOGICAL HAZARDS. HIE Et!GltiEERlNG GEOLOGIST SilALl SUBM! T RECOMHHlDED TREI\H1EtH 10 THE BUILDING OFFIC!/\l FDR APPROVAL. 17. HllERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED l O BE NECESSAR'/ BY THE ENG!NEERHlG GEOLOGIST ANO SOIL ENGINEER. THE SOil ENGHJEER SMALL SUBMIT DESIGIL LOCATIONS AND Cl\t.CULI\T!ONS TO THE BUILDING OFF!Cl/\L PRIOR TO CONSTRUCTION-THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESS! NG AND CEIH I FY TO THE ST ABJ Ll IY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 18-WHEN CUT PADS ARE BROUGHT TO NEAR GRADE. THE ENGINEERING GEOLDC!Sl SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. Ir CONSIDERED NECESSARY BY TllE ENGINEERING GEOLOGIST ANO SO!lS ENGINEER, A COMPACTED Fill BLANKET lllLL BE PLACED. 19. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS MW SUBM! T A COMPLETE REPORT AND MAP UPON CDMPLf;Tl ON OF THE ROUGH GRADING. 20-THE COMPI\CTl!JN REPORT ANO APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERfORMED. EACH TE'ST SHALL BE IOENT!F!ED 1/llM THE METHOD OF OBTAINING lHE l N-PLACE DENSITY. WHETHER SAND CONE OR !JR! VE RI NG AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY . DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY TllE FIELD TECl!NJCIAN. 21 -THE SOIL ENGINEER AND ENGHIEER!NG GEOLOGIST SHALL PERFORM SUFFICIENT !IISPECTIONS AND BE AVl\llABlE DURING GRADING AND COtlSTRUCTlON TO VERIFY COMPLIANCE 111TH THE PLANS. SPEC!FlCATJONS AND THE GODE 1/lfHlN THEIR PURVIEH. ?2-THE ClVll ENGINEER SWILL BE AVAllM!LE DURING GRAO!!lG TO 23. 24-25. VERIFY COMPLIANCE Wl1H THE PLANS, SPECIFICATIONS, CODE ANO /\NY SPECIAL CONDITIONS OF THE PERMIT ll!TMlN THEIR PURVIEW. THE PERMl1TEE IS RESPONSIBLE FOR DUST CONTROL ME/ISURES- SANlTIIRY FACILITIES SH/Ill BE MIIINTA!NEO ON THE SITE. THE LOCATIONS ANO PROTEC] !ON DF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERM!TfEE- 26. I\PPROVED PROTECT! VE MEASURES AND TEMPORARY ORAi NAGE PROVISIONS SHALL BE USED TO PROTECf ADJOINING PROPERTIES DURING GRADING. 27. ANY EXISTING \JATER I/ELIS SHALL BE ABANDONED !N COMPLIANCE WITH THE SPECIFICATIONS APPROVED BY ORANGE COUNTY. HUHAN SERVICES AGENCY, DIVISION OF ENVIRONMENTAL llEALTH- 28-ANY EXISTING OIL llELLS SHALL BE ABANDONED IN COMPLIANCE ll!TH 29. JO. 3 l . 32. 33. ;r4;' THE ORANGE COUNTY O!l CODE TO THE APPROVAi. Of EMA/RE GUI A Tl DN. SPEC l Al SERVICES SECT l ON. .!UH EXISIING CESSPOOLS /\NO SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE 1/lTH THE UNIFORM BUILDING CODE TO THE APPROVAL OF EMA/REGULATiON, SPECIAL SERVICES SECTION. PRIOR TO FINAL APPROVAL. TliE CIVIL EHGJNEER SHALL CERTIFY TO THE BUI UH NG OFFICIAL, THE AHOUNT OF EAHTi! MOVED DURING THE GRADING OPERATION. THE PERM!TTEE SHALL COMPLY IHT!l Ti1E GRADING CDDE REOUIREHENTS \/HEN AN EXCESS OF 5.000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS, ASPHl\l l CONCRETE SHALL BE CONSTRUCTED PER THE REOU!REMHHS OF EMA STANDARD PLANfBOS. AGGREGATE BASE SECT! ON SHALL BE CONSTRUCTED PER EHi\ ST AND ARD PL/\N 1804. AlLCONCRETE STRUCTURES THAT COME !N CONTACT \Jl1H THE Otl- Sl ~E _SOllS SHALL BE CONSTRUCTED WITH TYPE S CEMENT. UNLFSS DEEMED llNNECESSARY &\ SOLUABLE SULPHATE-COIHENT TESTS - CONDUCTED BY THE SOIL ENGINEER. 35. EXPORT SO!l MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SlJE APPROVED BY THE DISTRICT GRADING INSPECTOR. 44 45 46 47 48 49 50 51 36. 37. 38- 39. 40- 41 • 43 .. SLOPES EXCEEDING 5 FEET lN HEIGHT SHALL BE PLANTED I/ITH AN APPROVED PLANT MATERIAL. l!l ADDITION, SLOPES EXCEEDING 15 FEET IN HEIGHT SHALL BE PROVIDED 1/lTH AN APPROVED JRR!GATION SYSTEM. UNLESS OTHERIIISE APPROVED BY THE BUILDING OFFICIAL. THE GRADHlG CONTRACTOR SHALL SUBMIT A STATEMENT OF COHPLI ANGE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROVAL. ASPHALT SECTIONS MUST BE PER COD[, PARKING STALLS= 3• A/C OVER 6" A/B, DRIVES J" A/COVER 10" ICDMH.J 12" IINDUSTR!All OR PRIOR TO ROUGH GRADE RELEASE FOR BUllOlNG PERHlTS BY THE DISTRICT GRADING INSPECTOR. THE SOIL ENGINEER SHALL SUBMIT FOR APPROVAL, PAVEMENT SECT JON RECOMf'IENOA Tl ONS BASED 01! •R• VALU[ I\NALYSlS OF THE SUBGRADE SD!LS. AND EXPECTED TRI\FF!C INDICES. PRELIMINARY SOIL AND GtOLOGY REPORTS ANO ALL SUBSEQUENT REPORTS AS APPROVED BY EMA/REGULATION, GRADING SECTION ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. All EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FAC ! L l Tl ES TO HANDLE SI ORN 111\TER ARE APPROVED AND FUNCTIONAL: HOWEVER. IN, ANY CASE. THE PERMITTEE SIIALL BE HELD Lll\BLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. GRAD! NG OPERATIONS !NClUDI NG HAI NTENANCE OF EQU! PMDH IH THl N ONE-HALF MILE OF A HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 8•00 PM ANO 7•00 AM DAILY, ON SUNDAY OR ON A FEDERAL HOLIDAY. ROOF GUTTERS SHALL BE INSTALLED TO PREVENT ROOF DRAINAGE FflOM FALLING ON MANUFACTURED SLOPES. THE PERMiTTEE SHALL GIVE REASONABLE NOTICE TO THE 0\/NER OF ADJOINING LANDS AND BUILDINGS PRIOR TO THE BEGll'lNING EXCAVATIONS IIHICH HAY AFFECT THE LATERAL ANO SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. TH[ NOTICE SHALL STATE TME INTENDED DEPTH OF EXCI\VAT!ON AND I/HEN THE EXCAVATION WILL COMMENCE. fHE AIJJOINING OWNER SHALL BE ALLO\l[D AT LEAST 30 DAYS AND flEASONABLE ACCESS ON THE PERMITTED PROPERTY TD PROTECT HIS STRUCTURE. IF HE SD DESIRES, UNLESS OTHERlllSE PROTECTED BY LAIi. N,T,S. RIDGE PARK ROAD STA, !5+48,39 TO 71+00.00 R/W ! 60' R/W 1r V Fr» Il C & IL !lJl ~] [O) IE IF« C !lJl 7T S IE C 1r ll O !i\'l \iVHEN NON:-RIPPABLE iVlATERIAl IS PRESENT N.T.S. IN CASE OF EMERGENCY CALL,_--,J""IIC7~"'"F~O~S~T~ER=~--AT WORK TELE. NO. '--~•7~14~)~6e..4~4"'~"""9""'..,.2 __ _ !JOHE TELE. NO. '-cc===------ EOUJPMENT AND WORKERS FOR EMERGENCYcllORK SHALL BE MAOE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECES- SARY MATERIALS SHALL BE i\\/A!LABLE ON SITE AND STOCK- PILED AT CONVENIENT LOCI\TlONS TO FACILITATE RAPID CON- STRUCTl!JN OF TEMPORARY DEVICES llHEN RAIN 1S !Hi"IIMENT. EROSION CONTROL DEVICES SHALL NOT BE NOi/ED OR MOOlflEO IIITH□UT YHE APPROVAL OF THE BUILDING OFFlClAL. /\LL REMOV!\I!LE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH ll□RKJNG DAY IIHEN THE 5-DAY RAIN PROBAB!LlTY FORECAST EXCEEDS 40%. I\FTE~ A RAINSTORM ALL SILT /\ND DEBRIS SH/ILL BE REMOVED FROM STREETS .. CHECK BERMS AND BASINS. GRADED AREAS ON TllE PERMJTTEO AREA PERIMETER MUST DRAIN /\\/AT FROM THE FACE OF SLOPES l\f THE CONCLUSION OF EACH YORKJNG 01\Y. DRI\INI\GE TO BE DIRECTED TO\il\RO DESlLTlNQ FACILITIES. THE PERMITTEE ANO CONTRIICHJR SHALL !lE RESPONSIBLE AND SHALL TAKE NECESSARY PREGAUTJONS TO PREVENT TRESPASS ONTO AREAS \/HERE IMPOUNDED UATER CREA1ES A HAZI\RDOUS GONDITION. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSHJN CONTROL YORK AND INSURE THAT THE YORK IS IN ACCORDANCE YITH APPROVED PU,NS 52 53 54 55 LEGEND [IT]] UNCLASSIFIED EXCAVATION lv'7 ~ UNCLASSIFIED FILL [_::] CLASS 2 MATERIAL CUT FILL / / / ~~~~~~~ .. : .· It I I i 14·" \ -~ L 6" SELECT GRANULAR BEDDING COMf"ACTED TO 90% MAX. DENSITY _,./ !EJ{C£ 'ti£ T~Ou\11 I?£ Vl~u\'l!E £ 1 C£h\:JV0h\:l SilUJf8HO~£~u\'l N.T.S. FIL.L f----1 ' ' -· ! i " --1:_J 1 '' LEGEND = +==i ;._____. t:NSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER ~ I l ! I ii UNCLASSIFIED EXCAVATION ;s-;J UNCLASSIFIED FILL/IMPORT BORROW I I ' I l I ' I i ! f 1 I -\ ' \ .\ • ' ~ OVEREXCAVATiON AS SHOWN ON PLANS !E£~1Hlb'lf O~~ I? A Vl~~\'HE ( 1V!Pl. 2 N.T.S. NOTE, QUANTITIES SHOYN ARE FDR PERMIT PURPOSES ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OUN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE ,JOB, CONTRACTOR SHALL ALSO ADVISE O\JNER AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATE. UNCLASSIFIED CUT UNCLASSIFIED Fill BUTTRESS/ SLOPE STABILIZATIO~; FILL ROADWAY OVEREXCAVATION UNSUITABLE MATERiAL EXCAVATION 520,868 43 I, 074 182,000 6 o, 000 176,000 ISSUANCE OF I\ GRADING PERMIT DOES NOT EL!l"l!N.~TE THE NEED FOR PERMllS FROM OTHER AGENG!ES I/ITH RECULATORY,RESPONSlB!LlTIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED 111TH THE IIORK AUTHORIZED ON THIS PLAN. ALL CONSTRUCTION VEHICLES OR EOUIPMEN'f, FIXED OR i10BllE, OPERATED l'.lITHlN l.000 FEET OF A DI/ELLING SHALL BE EQUIPPED 111TH PROPERLY OPERATING AND MAINTAINED MUFFLERS. ALL OPERATIONS SHALL COMPLY 111TH ORANGE COUNTY CODlFlED ORDINANCE DI\llSION 6 !NOISE CONTROU. . STOCKPILING AND/OR \IEHICLE STAGING AREAS.SHALL BE LOCATED AS FAR AS PRAGTICABLEFROM DYELLINSS. ~==================""-==.================================================~•=======================================-=====DR, 17 (16153) Sheet 3 Of 79 GRADING PLANS 0 CONSTR_UCT i 2' TERRACE DRAIN PER DETAIL 1, SHT. 59 (2) CONSTRUCT 6" TERRACE DRAIN PER O.C.E.M.A. STD. 1321 '--" 0 CONSTRUCT DOWN Dr<AIN PER O.C.E.M.A. STD. 1321 0 cm,STRUCT SROW DITCH PER O.C.E.M.A. STD. 1332 ® CONSTRUCT RIP-RAP PER DE.TAIL 5, SHT .. 59 0 CONSTRUCT SPLASH WALL PER O.C.E.M.A. STD. 1321 (L -PER PLAN) 0 CONSTRUCT CANYON DRAIN PER DETAiL 7, SHT. 58 © , REMOVE EXISTING CONCRETE STRUCTURES 0 POLES TO BE RELOCATED BY OTHERS @ REMOVE EXISTING A:C. ® CONSTRUCT TRAPEZOIDAL CONCRETE SWALE PER DETAIi. ii, SHEET G (b -PER PLAN) @ PLACE RlP-RAP PER 0.C,E.M.A, STD. 1809, AND PER DETAIL 5 SHEET 59 ~~ CONSTRUCT 0.35' A,C, OVER 1.0' A.S, CONSTRUCT i5' WIDE, 6" THICK MISCELLANEOUS PROCESSED BASE ACCESS ROAD. , CONSTRUCT 6' HIGH CHAiN LINK FENCE PER A, P.W .. 4. STD. 600-0-0C, 45' 3T TYPICAL UNDERCUT SECTION . N.T,S. R!DGE PARK ROAD STA. !0+58± TO !5+48.39 UNDERGROUND STORAGE TANK REMOVAL• 56, IN THE EVENT THAT SOIL CONTAMINATION IS DISCOVERED DURING EXCAVATION ANO REMOVAL OF AN EXISTING TANK, 1/0RK,SHALL BE STOPPED UNTIL, A SITE ASSESSMENT ANO MITIGATION PLAN HAS BEEN PREPARED_, SUBM! TTED /\ND APPROVED BY EMA/ENV I RDNM[NT AL RFSOtiR(i~S AND EMA/GRADING, AND GSA/INTEGRATED.WASTE'.MANAGEMENT. ""., ,\,::.,,,·: ISSUANCE OF A GRADING PEllM!T DOES NOT ELIMINATE Th'f'. NEED FOR PERMITS FROM OTHER AGENCIES 111TH REGULATORY RESPONSIBILITIES FOR CONSiRUCT l lJN ACTl V l I l FS i\SSOC1 /\TEO Ill TH THE WORK AUTHORIZED ON THIS PLAN. NOISE CONTROL NOTES• ALL CONSTRUCTION VEHICLES OR EQUIPMENT, FIXED OR MOOILE, OPERATED WITHIN 1,000' OF A 01/ELL!NC SHALL BE UlUlPPED \/!TH PROPERLY OPERATING ANO MAlNIA!NED MUFFLERS. ' "TYPICAL I STREET SECTIONS I & MARK DATE DESCR!PTION REV!S!ONS I CONSTRUCTION NOTES I l PREPARED UNDER' •" ... // • I I SUPERVIS1,0N OF~~~ /iJ /~ ...... :.{_.. R,C.::'.. DATE SHEET 3 l\,::'.:DE:S:::·"""!GN'.:,'E:::,D=M.==T==. =======,::J-j SCALE ! DATE DRAWN C.Y. . I CHECKED J.D. I /JS, SHOWN I MAY i 988 DWG. NO. OF 79 GRADING PLAN CONSTRUCTION NOTES -t046[0,23IPF: 3092 2270 11-0ot-91 OB-:08 AM / 30'::12~.?JO J) e. I ""i • l ! l-:: Jl'l:,:!J:,) I -KJ I ~ ' I of """' 0"'" g rJ-. I ' • l ' I ~ - I 1 -I f I I 0 I i I : I I J ' l l ,. I ( ) I I I ' . . . • ··-. -- . . . R/W 82' 45' 'l 37' ' ' 35' I 7 TELEPHONE: CONDUITS Li TYPICAL SECTION RIDGE PARK ROAD 2 BRONZE ANGU:: METEft STOP PER LRW.D. STD. W-Z SROOJ-<S BO:X GG-S OR____.,/ t,FPROVEO EQU1-\L -T' Rf:.CLA!MED WATER LATERAL 2" SERVICE CONNECTION PE:R f RWD STD. W-2 -·- I \;,, • ' . ., . REC. WA7ER ST\JB 0 .. . ' -. . . N.T.S. --,rRIW . <i ;;; • . I-. ., -"' c..: . r s I 0 E w ,.: .J -·u, <J . -· • R/W 2' ~ ~ 0 A L K/ . . - DUE TO TPE STEEP SLOPES AND EXiSTING DEN.SF~ BRUSH ON THE ARIAL TOPOGRAPHY DEPICTED HEREON, MAY NOT ACCURt~TEL.Y RF.P,1ESENT THE GROUNO f.:LEV1-\TIONS AT ALL LOCtfflONS. WHERE THE EXISTING G~O~'.ND ELEVAT!CN IS CR!T!CAL TO COMPONENTS OF CONSTRUCTION le,g, DAYLIGHT LIW:~$ ON STEEP SLOPES, DRAIN/\GE SYSTEM tNt..i:TS /OUH:[TS, RETA!t~ING wr,LL B/J,Ci< curs etc.) -- . . THE SURVEYOR SHALL FIELD VERIFY THE TOPOGRAPHY AND INFORM THE ENGINEER OF ANY DiSC:Rf:PANCY PRIO~ TO SETTL\S SWJ<ES FOR CONSTH:.:CTION, = ~.-__ -,--"/'"" ""'¼," .,~-'\. / .... , --~~~~"" -·-· ....., ..... --~..,, ,,.~-- ~ . ' " ;-;, . "' ,~ ..j 01 u • • R/W TELEPHfiNil". CONDtllTS ONLY-· TELEPHONEl] CONOUiTS-- ONLY . \ \ ' . ; ..,.. ..... ,.., . . ',./;' V .,,,,.. "''¾. ,,. • .,,. """~ . ...,... \,_~ -..._ ,/ '\,/'" ~ ·\,....,..,,,.--............,,_,..,.,.,...._..-' _.,.,.,,-. ··~1 r -RISE~ PCR .S.D. PLANS • ~#---,\ ____ _ 0 -. SPLASH WALL FER OCEMA STD. 1321 I 10' TRANSITIO: -----. ,--- i---·--..:.:_.:.=c:.:=.---• i> ~ ® TERRACE DR~I-~~-TRANSITIOl\l SECTION A-A ' .. .,,_ CONSTRUCT 6" THICK P,C.C. DRIVEWAY W /RAKE .\ FINISH l 30' ' 1 20" ZONE G RECLAIMED WATERMAIN . , 8'' ZONE H RECLAIMED WATERMAIN GAS . STORM ti i 0----_ --CABLE Tl/ () DRAIN 1. , ~ u• i SEWER '\ 1 ~\i\i_5• 'I s.C.E. STA. 56+00 I O () • 7 , ;--CONDUITS TO 4.5! 5:JJL~.5'~1!:._j__il.:,' ',, ONLY STA. 7h00 I I 10.5' 4' ' \ ',. , f-,-'='---J-C-i 12· I • '\..... i,......1_5._!L __ ---..-; \ 12" ZONE 7 DOMESTIC WATERMAIN ' \_IS" ZONE' 6 DOMESTIC WATERMAIN TYPICAL SECTION RIDGE PARK ROAD ~= _ .. ,,., N.T.S. INST /.\L..L 4" DJP. PRESSURE CUlSS 350 W /BEDDING PER IRWD STD. W-11 AND BOND PIPE PER iRWD STD CP-10, CP-il. INST./.\LL 2" PRESSURE REDUCING V/II_VE: PER DET l'dl 104 SHEET 4 ._,,, ~ -----". ___ /"'------~.,,-"'.;.'~-~ .~' l'i "-., "', , ~ E ' ', EX1Si!NG GROUNO -~t'.:r;:-==~,-..!....t......._ ~ 5'W»rn-AttJAcDJr TO SIKETRAM.. SL0:'"' ROUN!llNG' DEiA!l TYp,c.'J.I., ENTIRE: LENGTH a:; PROJa;f J / •, CONSTRUCTION PLANS NOTES IMPROVEMENT CONSTRUCT RED\IOOD HEADER PER DETAIL 19. SHEET 59 CONSTRUCT 1135' A.C. OVER Ul' A.8. CONSTRUCT "A2-6~ TYPE CURB AND GUTTER PER /LP.II.A. STD. 104-0-0C (W~1.5") CONSTRUCT LOG/IL DEPRESSION PER O.G.E.M.A. STD. 1306, "L" PER PLAN CONSTRUCT PARK\.IAY CULVERT TYPE "A" PER O.C.E.M.A. STD. 1309, ["S" PER PLAN, "!l" HEIGHT OF OPENING-PER PLAN) CONSTRUCT 7'-6" \./IDE S!DE\.IALK PER O.G.E.M.A. STD. 1205 CONSTRUCT FLARED DEPRESSED CURB DR!VE\.IAY APPROACH PER O.C.E.M.A. STD. 1210 CONSTRUCT ACCESS RAMP PER A. P. lJ. II. STD. 102-0 -OC REMOVE EXISTING BARRICADES REMOVE EXISTING CONCRETE CONSTRUCT "DEAD END" SIGNING AND GUARD RAIL PER 0.C.E.M.A. STD.140i ,~ND 1403 SA\.ICUT E.XIST!NG PAVEMENT INSTALL 2 -G" P.V .. C. (SCH. 40) WITH PULL ROPE TRENCHING Pl':R O.C.E.MA STD. PLAN 1760 IMIN, 30" COVER) SEt4ER/WATER IMPROVEMENT PLANS @) &@ &G.;2) ~ ~ ~) @ @ ~ (or; SEIIER CONSTRUCT 8" I/ .c--:1>:-sEllER Ni\IN IHTH BEDDING PER I.R.11.D. STD. S-8 .. CONSTRUCT 6" C-900 PVC PIPE CLASS 200 FORCE MAlf\l l:lEDD!NG PER l .R.11.D. STD. 1~·11. CONSTRUCT 48" PRECAST CONCRETE SE\IER MANHOLE WIT-LOCK PVC LINER PER l.R.IJ.D. STD. S-1 111TH COVER. CONSTRUCT SEVER PLUG. REMOVE SEWER PLUG. DOMESTIC WATER CONSTRUCT FIRE HYDRANT ASSEMBLY STD. 1/-5. REMOVE BLIND FLANGE. PER l.R.11.D. RELOCATE EXISTING FIRE HYDRANT PER I.R.W.D. STD. W-5. ' RECLAIMED \./ATER CONSTRUCT 4" C-900 PVC PURPLE PlPE CLASS 200 W /BEDDING PER I.R.Y.O. STD. Y-11. CONSTRUCT CI\P AND THRUST BLOCK PER l.R.W.D, STD. W-9 STORM DRAIN PLANS INST/Ill HI• RCP ID-LOAD PER PROFILE) INST/ILL 24-RCP ID-LOAD PER PROFILE) INSTALL 48~ RCP ID-LOAD PER PROFILEJ !NSTI\LL 36ti RCP ID-LOAD PER PROFILE) INSTALL 21 ~ RCP ID-LOI\O PER PROFILE) INSTALL 27• RCP ID-LO/ID PER PROFILE) INSTALL EXTRA CO\/ER 27" RCP ( D-LOAD PER PROFILE l INSTALL EXTRA COVER 30" RCP I D-LOAO PER PROFILE i INSTALL EXTRA GOVER 36" RCP ( D-LOAP PER PROFILE ) INSTALL EXTRA COVER 18" RCP ( D-LOAD PER PROFILE l INSTALL EXTRA COVER 48" RCP ( D-LOAO PER PROFILE ) INSTALL EXTRA COVER 45"' RCP { D-LOAD PER PROFJLE J CONSTRUCT JUNCTION STRUCTURE TYPE X PER O.C.E.11.A. STD. 1310 CONSTRUCT JUNCTION STRUCTURE TYPE ll PER O.C.E.1-LA. STD.13! l Pl.ACE I TON RIP-RAP TO COVER BOTTOM AND GROUT All VOIDS TO i /2 ROCK DI A. CONSTRUCT DO~NDRAIN TO PIPE TRANSITION STRUCTURE PER O.C.E.11.A. ST0.1331 CONSTRUCT INLET TYPE !I PER O.C.E.M.A. ST0.1302 CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.M.A. STD.1333 CONSTRUCT REINFORl':ED CONCRETE COLLAR PER O.C.E.M.A. STD.1317 CONSTRUCT OUTLET STRUCTURE !!ITH IIING I/ALLS PER DETAIL 61, SHT. 63 INSTALL • EXTRA COVER !53" RCP \ D-LOAD PER PROFILE l CONSTRUCT ENERGY D[SSIPATOR PER DETAIL 66. SHT. 63 lNSTI\LL EXTRA GOVER 60" RCP ! D-LOAD PER PROFILE l CONSTRUCT P.M.H. RETAINING WALL PER DETAIL 69, SHEET 64 INSTALL TYPE V INLET PER O.C.E.M.A. STD. !305, INSTALL EXTRA COVER 24" RCP ( D-LOAD PER PROFILE l CONSTRUCT JUNCTION STRUCTURE TYPE fl! O.C.E.M.A. STD. !312 CONSTRUCT. BRIC!( /\ND t!ORTAR PLUG INSTALL EXTR/\ GOVER 42'" RCP ( D-LOAD PER PROFILE ) INSTALL ENERGY DISSIPATOR RINGS PER DETAIL 72, SHT. 59 ffi ~ 12' -o• D.C .) @ INSTALL EXTRA COVER 21'' RCP ( D-LOAD PER PROflLE) CONSTRUCT CONCRETE ARCH FER DETAIL 61 SHT. 246 713 INSTALL EXTRA COVE[i .. 72" R.C.P. (D~L,q,.;D . .f'ER PROFILE). &(' 79 INSTALL:50::R.C.P~ fo-LOAD PERPROFILE) • '--" .. "E'R 1::rsr O N-LlJN1li OL-P LANs··-----~,•--' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHO\./N ON THIS PLAN ARE OBTAINED BY A SEAR.CH OF A VA l LABI_E RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANE. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOIIN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT- ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO \/ORK AND THE PUBLIC 18 PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY W!TH THE "'OCCUPATIONAL SAFETY AND HEALTH REGULP,TlONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "'CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE !N ANY 1/AY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE \J!TH THE OCCUPATIONAL SAFETY AMO HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR OR \/ITH THE STATE OF CALIFORNIA OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". CDNTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND.COMPLETE RESPONS I B ll. l TY FOR JOB S l TE CONDIT l ONS DUR l NG THE COURSE OF CON- STRUCT I ON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSGNS AND PROPERTY: THAT THIS REQUIREMENT SH.ALL APPLY CONTINUOUSLY ANO NCT BE L H1l TEO TD NORMAL WORK I NG HOURS. .AND THAT THE CONTRACTOR SHALL DEFEND, !NDEMNlFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL L l AB IL l TY, REAL OR .AU.EGED, l N CONNECT l ON W l TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DR. l7 (16153) Sheet !1 Of 79 @ CONSTRUCT SANDBAG VELOC!TY REDUCER PER O.C.E.M.A. STD. PLAN 1328 · 2 ROWS DEEP. • CONSTRUCT VEHICLE ACCESS RAMP PER O.C.E.M.J.I .. STD, PLAN 1329 3 SAGS lliGH . CONSTRUCT DOUBLE ROW SANDBAGS, 2 BAGS HIGH. PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TYP IC.AL STREET St:.CTIONS & l'D::.:E:::S:..:IG::.:N:::ED:.===,=====e-1 . SCALE I DA TE DRAWN CHECKED AS SHOWN , DIIG. NO. STATION 10+00 11+00 12+00 13+00 14+00 15+00 16+00 cu. L I I I SECTION A-A 17+00 18+00 19+00 20+00 21+00 ,D fl. STATIO ; • N CJ; 0 i ,..., < 0 0 . 0 0 + 7'1 r~TATICi~ CU. EXC. u.QS I ! FILL ' ! I l I I I i I I l l ", ' ' I I ' l / I ; / I \ \ r / / j 21+00 24,369 0 / ' / / / ! / 22+00 / 22,178 0 13,259 0 24+00 25+00 ' 13,544 0 \."- ··-......,, . .. 26+00 I~ l 17 0 25,237 0 28+00 / 31,241 0 29e00 30+00 31,976. 20,850 0 31+00 7,867 • DR. 17 (16153) Sheet 6 Of 79 32+00 33 +00 2,313 DESIGNED M.7'. DRAWN STATION EXC. CU. FILL YDS. ' SHEET 0 OF 79 _J ::, z r - f 0 <J r I i \ r,•· re I I i I ! \ I I \ / \ \ \ I \ \ l f; 11 rl I I ' . \ \ ' \ \ \ ·" ,_ \ i ( r~ \ . ,,......--"<,, \_\., ___ )' / -- \\ ,, -, ______ . \ •,\ '\\\ ', \ '· ~ ',.,_"-.. '·" ..... _, ~ ... - \ \· ·, ,-' -,.,", .. \: ', 0-. ·, ' ~ ~·~---"' ,~ .. ",, ' '"·--··~- " .......... "-..::;,, -~-• .. -~, . "•-~ "· , .. 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 ) ,/ / j j i /112 I i / I { ' 53+00 / ,/ , b / / I I I i j \ I \ ,, l \ I I I I I / \ \ / I ! 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L~--_ :-·---~:.:·r.·:~ ·<::: _______ :_~--~::::.t·~:J~: ..... -~----_.--_-__ ;·----~-{:-~--~~.: .... --r-:_r·r-_-__ --=:r----_ -L---.:.£-:-:--:· ---t---::-:t.·:_-::-r::----1------r··---!--:".:::·_ ----r---:_·_ ·:<-·::\L:·_:_·-~·:·.-.. :: _ ----:·_ . -----·-···-·-.. __ ::-·:_:: .. :: .. --.f:··.:.i: .. ::_ ~~_:_J~--~--~---: --J_---~-"L -___ -. ' :i -~: f ~-T t •• ::'· [J~f-, -:::: .-------:··, .•. ·--~·:: --:-.~~ : .... ,. ?:--i :_~: :.r:~--3~::.:~F~-~: :·.· .. --t~: ---k .. :-_ .. · .. :_~:-:_..:· :::::·_ t:··· -~.--.}~:~-:".·: ~;--=J--.= t:~:·J._·:--__ -.1 .:r :-·1 -i -~ ~---• -• -::.: -·---:: ·.:·__ -·1__·~--T------··.::·· --·--.: --~------_ -----r--· -~-_·--i-• -t· -t::~-:~" ......... ~ --·----l--•··: +--·:~ ·--. -t· . -·:_~~r~~~--__ :_. -----· -, ----w•-· --· • -·-1~-··---~-~-·-:.~:·. ~---:~ ~.:---· ::-~~: ~-=:::f:.~~=t.~.~: : .. --~:. -·--_L.,.~ - 32+00 33+00 34+00 35+00 36+oo PROFILE 37+oo 3B+oo 39+00 40+00 41 +oo 42+00 CONSTRUCTION NOTES CONSTRUCT 0.35' A,C, OVER tO' A,B. CONSTRUCT aA2-6fi TYPE CURB AND GUTTER PER A-P-W-A STD-104-0-oc !W.L~l 1/2 2 '. •.• 42+00 0 0 o· 0 . ". '.""_ --.:-.::-------. 43+00 LOCAL DEPRESSIO!~ DETAIL A-18A (.) co co co 0 00 ---r·· • -1··-··"" . ·-· .... - -_,,______ -_·-!~--" -"'" -----r_-----+ ... --···-+·· - J::-··t:·: . -·-_-; ::1> ,,,... ---~-:~·"J_··-----~--- 1 ---'- ,~f":'-nl• ,t m _.-,e, m. -,.-:-·- ~-" - - -. - -. -. -·--___ :::-:--Mt·· . .... i .... . """ t·"'--·· ...... -'""" +--1---1-1:1,~ 0 :: -··-- -::····.:.t.:.. --------::::: ..... 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COVER 30'"L-r.~•'-",-,, -, _/'-·./ @ ~Om3TRUCT·;::~ .. WIDE SIDEWALI<~R O.C.E.M.A. STD. 1205 1/2 0 2 tnchee on origins! drawing DR. 17 (16153) Shec-::. 15 Of 79 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT -+·-- -·:::!Cc---:: -_--- 52+00 53+00 54+00 55+00 + + f-lOIUZ• 1 "=40' + RIDGE PARK ROAD ' LOCAL DEPRESSION DE TA I L-A--e4 CURVE DATA LOCAL-DEPRESSION DETAIL A-t!'3 0 DELTA RADIUS LENGTH @I 13°05'52~ 2100.00 480-06' 241 . 08 63+00 CONSTRUCT LOCAL DEPRESSION PER O.C.E,H.A STD. 1308 •L• ' . ... ,,.j. ----• ' ·-.. -··· . PER PLAN = -. . - • STREET IMPROVEMENT PLANS FOR? RIDGE PARK ROAD- 2 ,5f8 RECORD DRAWINGS i[S)% ADDED IRR. SI.EEVES N "' • < ... tn ll:I! • -l • ::::, • 0 ;;,:;_ - -!-·-- - - ------ --··- ---.... 0 -------... - ----. -- --t----- --.. -· ·. ::::. ---• " --"--- ---. :--~-- !fl~::-.:""~ ·: .. "·. . ' -- ' ,., -·· ~ ::::::: . . :.:C.J'~ ;;; :,:' -··--:-- i ... ·• ... +_ -' ·--r,,.. __ ., - ------_::~:-::·:.--_~ .::~----~:u :_----_::-:. • _ ~:.:_ ~:-~J =:_:·-1:.i:j :.~~~ . :.·!· .. _,,,,J . ---_,..,. "- :"'.'._:.i;.-0) , • ·_u_ 0 --:· :·:1r .;.;:..· -------,--J_ ,-r----1- ' r _4: t) "( ........ ·--·• ...... . ~:~: ~--/~•)t:; ~ ~ ·:-~-'-:l ~-_• ••• ·:-_ ~ :::'.·· ili ' c'"3 ~·-----' ·" • ---·--..... . • . .. . -- ..... ----+--ry.. . ..... , ' :T 64+00 65-1-00 41 -- ,,_...., • .. . ,. ' .. :·•_ u iO 00 O"l • + u. Ii') w <D P..T. • 1/07. Bf> STA. ,:;5,-e,0.00 . --..... , ___ '_ ,-. __ O· ··-ro: -----. .. -'' ·-- ---~ L) m -· -.,. -. --- ___ ,, ~--~ -;;.._: _ .. 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CONSTRUCT FLARED DEPRESSED CURB DRIVEWAY APPROACH PER O.C.E.M.A. STD. 1210 CONSTRUCT DEAD END SIGNING AND GUARD RAIL PER O.C.E.M.A. STD. 1401 AND 1403. , CONSTRUCT RED\i'JOOD HEADER PER DETAIL 19, SHEET 59 1 .1 /2 0 1 2 on orlglncl dro11lng DR. 11 116"5') Sheet 17 of 79 • STREET 0 IMPROVEMENT PLANS FOR? 0 DELTA RAD I US lEt~GTH TANGENT N "" RIDGE PARK ROAD I . I /1/ ,, I !8+00 i. \~!le \ . I ·-w I I . \ 0 0 . om ID -+ • CO 0 -: z ~I-"'." f.f) w w w :r: z (/) ::J w :r: w u (/) f-: <! ~ Ill ST ALL I 8" RCP (!)-LOAD PER PRIJFI LEl 'NSTALL EXTRA COVER 48" R,C.P. (D-LOAD PER PROFILE) INSTALL 48" R.C.P; <D-LOAD PER PROFILE) INSTALL EXTRA COVER 18" R.C.P, {D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE ll PER O.C.E.M.A, STD. 1311. CONSTRUCT DOWN?:lRAIN TO PIPE TRANSITION STRUCTURE PER 0,C,E.M.A. STO. 1331. INSTALL 24" R.C.P. ID-LOAD PER PROFIL£). CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M,A. STD. 1317, 72" COLLAR -Ls 24", To 12" · CONSTRUCT OUTLET STRUCTURE WITH WING WALLS PER DETAIL 64, SHEET 85. INSTALL EXTRA COVER 63" R,C.P, ID-LOAD PER PROFILE!, PLACE I TON RIP-RAP TO COVER BOTTOM AND GROUT ALL VOIDS TO I /2 ROCK DIAMETER, INST ALL 36" RCf (D LOAD PER PROFILE) INSTALL INLET TYPE V PER O.C,E.M.A. STD. 1305, CONSTRUCT JUNCTION STRUCTURE TYPE lll PER O.C.E.M.A. STD. 1312. ~ CONSTRUCT BRICK AND MORTAR PLUG. ~ • INSTALL ENERGY DlpSIPATOR RINGS PER DETAIL 72, SHEET 63 ( Sa 12'-0" O.C.l ?f:; INSTALL EXTRA COVER 72' RCP (D-LOAD PER PROFIL_!::l \t,\53) DR• l/ / Of 19 ,--------sneet ""B PREPARED BY II;,. hCH!L ~ El!CUtatlMf 1/2 0 2 3 inches on origlnal drawing ff KEITH :rJUl~llltt y AAc:l'lll[~TI/!<£ m THC:: hl'tol'MlH =~~~t!J2r~~, CA tnfl ,r:=:~~, 9,6 4.1 il 5\5lq( 'llANGE ELEY. 'A'J:Hl RISf ORANGE COUNTY ENVIRONMENTAL MANAGEMENT 'AGENCY STORM DRAIN IMPROVEMENT PLANS FOR RIDGE PARK ROAD LINE"G" STA 10+00.00 LI NE" H" STA. 10•00.00 LI NE" A II STA. 10+07. 07 11~ 49.0' 12+40,00 18+50.00, MARK DATE DESCRIPTION PREPARED UNDER SHEET F==='--=="-'='---!SUPERVJS!ON OF --'--.c...~-'-'-'--1 ~-----'R,,,Ec:.V.=.l.:,:S.,_IO,,,Nc:.:S,:.__ __ -4 ____________ ---11 18 DESIGNED wPR SCALE I DATE • ! 01-/G. NO. OF DRAWN CHECKED AS SHOWN l'? STORM DRAIN -40[0,23JPF• ~P r< ~ ~ 0~1 ~",~ f f'>,, 3092 3401 r /,-~~ . ' . .. > 1I-Jul-88 01•05 PM/ 3092·5402 7'1 I ~. /ri~-· ',,,; C ·--0 ..:0 u···~ ·-· , . _;;,, :i:;;: -~ ---·-"'"" .,, .. _,-~-· . 19+00 20+00 21+00 22+00 1 "=40' HOIHZ• 1 "=40' VERT• l "=8' 24+00 25+00 26+00 27+00 DATA RADIUS DIST. /LEN. • TANGENT 595.50 30902 158.07 22.63 28+00 CONSTRUCTION NOTES INST ALL ID-LOAD PER PROFILE) INSTALL EXTRA COVER 36" RCP (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M-A- CONSTRUCT DOHNDRAIN TO PIPE PER O.C.E-M-A-ST0-1331 TRANSITION STRUCTURE CONSTRUCT INLET TYPE II PER o.c.E.M-A-STD-1302 STD. CONSTRUCT JUNCTION. STRUCTURE TYPE H PER O.C.E.M.A STD. 131 L CONSTRUCT BRICK a MORTAR PLUG. 1/2 0 2 lnche~ on or!ginel dr-awlng DR. 17 (16153) ,Sheet 19 Of 79 1310 ORANGE COUtJTY ENVIRONMENTAL MANAGEMENT AGENCY DES! GNEO tJPR DRAWN CHECKED STORM DRAIN IMPROVEMENT PLANS FOR SCALE AS SHOWN LINE"A" STA.ll8•50.00!-l20+e0.3SI DATE Q,C.E,M,A, TITLE BLK. FOR STORM DRAIN -40C0,23JPf• 3092 3401 1I-Jul-88 01•05 PH/ 3092-5402 I> ft..., I '·) U fr f 1~--~) ,/ FINISHED SURFACE OVER <t. PIPE 28.+00 29+00 30+00 • 31+00 35+00 36+00 37+00 ) / 38+00 39+00 ' CONSTRUCTION ~JOTES INSTALL EXTRA COVER 30"RCP { D-LOAD PER PROFILE) INSTALL EXTRA COVER 36" RCP ID-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M.A. STD. CONSTRUCt DOWNDRAIN TO PIPE TRANSITION STRUCTURE PER PER o.c.~.M-A-STD-1331 CONSTRUCT INLET TYPE II PER Q.C.E.M-A. STD-1302 INSTALL 18" RCP ( D-LOAD PER PROFILE) INSTALL EXTRA CO\/ER 18" RCP ( D-LOAD PER PROFILE) CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A STD. 1317. REV, REF, UT!UTIES REV, LAT. "A~IG" LINE 2 "A" MARK DATE DESCRlPTlON PREPARED UNDER // • c" /I/,• 1--"====----"==;;_;_:...:..;;;::__--ISU?ERVISTON OF ,-1/1/,,/,,l,,~r""e, 7 l,,lf,/)fr,..,,,,01_ REVISIONS DESIGNED Wf'R DRAWN SCALE AS SHOWN .DATE 1310 SHEET 20 OF 7"> TITLE 8LK, FOR STORM DRAIN -40C0,23JPF• 3092 ll-Ju!-89 01l05 PH/ 3092-5402 DI'\, e ,,~, Lf ec: e ::1-.~J r r \ I I • ' ; \ A 'I : \ I I TANGENT O,C,E,M,A, TITLE BLK, FDR 1/2 0 on 2 or-lg!nal draw log I DR. 17 (16153) Sheet 21 Of 79 PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT TORM DRAIN IMPROVEMENT FOR AGENCY PLANS RIDGE PARK ROAD SC/\LE DATE LINE "A., / SHEET 21 OF i"'J 1!-Jul-88 01,os PM/ 3092-5402 50+00 51+00 53+00 • I [::::j I ELEMENT LINE thoo D • s, s, d" v. d, l2<l =.., A 79.9 30" Q.013 . 1 000 .0380 i. 42 27.C 2.46 ~ A 79.9 3011 0 .01'3 .0503 .0380 l,80 21. 2 2.46 ~ A 22.4 24" Q.013 . 0146 .0455 I. 38 ·9.7 1.68 ~ A 21.5 18" 0.013 ,0395 .01tl9 l,50 12.2 1.48 ~ A II 5 18'" 0,013 . 0791 .0120 0.65 15.7 1.29 • ~--, ! ! [@ A !l.5 18"' 0~013 ,0995 .0120 0.6! 17.i L29 ---· 1§3 A-22 o.9 I 18' 0,013 0.!981 .0001 14 10.4 .35 2.8 § A-22 I.I 1 811 Q.013 .0152 .0001 .285 4.8 .39 .• . _ __,,, .. - ...... __ 51;+00 RADIUS LEN./01S1 2104.50 167. 73 1£::,I. .2 ··-. ' I...·;¼ . 3 4 .. __ ..,.,__ 232. 4-e, 2104.50 2104.50 v,,.1 l "='~ ----~ -~,.,--.,,-·~------2104.50 170.46 v, " 5 'i ' -' '\ " 6 16.4 '/ " I 7 16.4 '·- 2104.50 205.47 7.9 tt 7.1 3.1 57+00 58+00 INSTALL EXTRA COVER 27" RCP ( D-LOAD PER PROFILE l INST All EXTRA COVER 30" RCP ( D-LOAD PER PROFILE ) 59+00 INSTALL EXTRA COVER 18" RCP ! D-LOAD PER PROFILE l CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M-A. STD.1310 STRUCTURE 60+00 I /2 3 inches 121~1 r--t-5_0 _,.r¢!::_ t..-1 HE-i±,.L"-----1 ADDED 4" R.W, CROSSINGS 0 on or·!g!na drawing ,DR. 17 (16]53) Sheet 22 Of 79 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT TORM DRAIN IMPROVEMENT FOR AGENCY PLANS RIDGE PARf( ROAD LINE "A., MARK DATE DESCRIPT 1QN PREPARED UNDER 1·.t/ // • / NI/ • -·-'---<SUPERV1SlON Of ,-/Y.4.,-"U~ .. ,.,--, /. /,,(.,~_,f",. , ,_SHEET 22 OF REVISIONS DESIGNED tJPI< DRAWN SCALE lf:HECKED AS SHOWN , DATE I DIJG. 7-", TITLE BLK, FOR STORM DRAiN .. 40l0.,23JPF• 3092 3401 11-Jul-88 01•05 PM/ 3092-540~ .Drt. !<? L !t='t,:r:::,1:-) ...-'i;;) ~ (Ji ~ • -< j • w z -_, "' • ...! • ;;:, "" ! C .... "' ' \ \ \ ' r I ... I • I I : t : . . 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A-'.:ID 0.0 48" 0,013 0.0080 . . ---·-·-- . • I ELEMENT 'LHlE s, d, -- . . -- 1/, d. V, ------ -. " l'"IYDRP,ULIC DATA :-1076· ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STORM DRAIN IMPROVEMENT j ELEMEJ\lT LINE Q,oo D n So s, dn Vn D ,. . . . . ' B ! --·-· ·---l I ; . -··-------1---· . ·····-·----· .. -· .. , .. §] A-13 5.2 '18" 0.013 .1058 .0025 0.40 14.0 --1431 A-13 .4.0 18" 0.013 •. 1600 .0036 0.39 17.1 \ .2821 .OQ96 .0279 .0096 §:-c de Ve ·-- .09 4.8 1.01 4.9 0.44 ·24.I q,sJ 10.6 --~-. CONSTRUCTION NOTES: @) ® @ @) @ @) @ @ @ ® INSTALL ID-LOAD PER PROFILEJ INSTALL 24" RCP ( D-LOAD PER PROFILE ) INSTALL EXTRA COVER 27" RCP ( D-LOAD PER PROFILE ) INSTALL EXTRA COVER 18" RCP ( D<LOAD PER PROFILE l CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD.1310. CONSTRUCT DOWNDRAIN TO PIP!'; TRANSITION STRUCTURE PER O.C.E.M.A. STD.1331 · CONSTRUCT INLET TYPE I! PER O.C,E.M.A. STD. 1302 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 INSTALL EXTRA COVER 24" RCP ! D-LOAD PER PROfll£ 1 CONSTRUCT BR !CK AND MORTAR PLUG 1/2 3 inches 0 on original DR. 17 (16153) Sheet 2/r Of 79 2 drawln g PREPARED BY THE KEITH COMPANIES STORM DRAIN I MPRO\IEl1ENT PLANS FOR RIDGE PARK ROAD LINE "'A" STA. l50+76.43H63+61 0§ 10;42 AH/ 3092-700 ; I / y I , DA TA r"'-!lELTJ;/BEI\RlNG HAD[U5 LEN./DIST, i t_,_) h---------·---···---('' ~:.) ·go' 04 • I I " c'0.50 32.23 i c~ 35" 40' 06" 22. '50 14,40 ! I '' ... , [~; 35°.57-'0b" 22,50 14,12 ' . ,., " lv 19'31'27" 22.50 ' , IS 7 ~{:~---···· ~-~) N 6 i"46'36"E 6.00 © 53'28'34" • 90.00 84,00 • r·;,---: .. ) N 53" l3'24"W 6.00 ' -~-;";'-o, N 81' 46'36" ' E l 20.50 091 N 08° 13'24"W I lG,00 / : CTOJ 45"53'03" 90.00 ' ! 72.08 I ' // I I I! i I / J c!; , ; .i / i I / j ' / ( ' t ' { , / ! ,: I ' l I i ' ' I , , /;' / / / ' I ! I I " I T/\NGCNT 20.52 7 .46 r 11]. [g] ·----.. ?.JO :J.87 ----·-----·· ·-------~-- 45,34 ---··-- ----· ' --·------ 38.09 " -- ! / ' / 21'06'11" 36'51'15" / ' i I ' I I,, ,, 111 i i / i / ·' EX. 315' RCP P!:.R TRACT 14772 SHT, !3 OF 23 152,83 56.29 28,47 ' ' I 45.00 28.94 !4.99 --·-----·· --·--. -··-------·-------- ---------------- ---... .,.~-------·-·····-------~---------~·--•·"··-""" // ~ . . . . I SECTION A-A I' 8" G.66' I ' 21' 60 ".GZ _____ •..,.·f'/_'1""•--------· ...... I ·r' 8" 0 FOR Cf~TCH BASIN OFf:NING DETAtLS SF!LLWAY CRt:ST l !'" SE!:: OCEMA STD., 1302 r=,:==::::,;:;;:::====================::;=i I i ·.-.-.,...,,.------------....,_1,.,L A 17,50· ~ -3·5'-,_ ________ _;,,: _______ G_O_l_.l_O_IN_V ____ ,.. ~;;J 60~.95 F"'~~ It 602.70 INV. _.-',.I l 592.17 INV, -GO" RCP OUTLET 59G.GC !NV, zooo _.--·- 5"~ 80 FS 5 ... 0_::::..,---------_ _.._... .. _vi. ~ ,,.--· _,.,------~-------- 60" OUTLET AT SPILL \J'J A Y NOT TO SCAL.f: '>G'RCP Sao~ ALUM. EXPANDED METAL WELD G'' O,C TYP /T TOFRAlv1E L~ WELD I " ALUM. SQUARE PER STD. 1507 -AL~~?-l~APANCED ME~ :--t'~"xl/4" -r'.· P.LUMI\IUV ·.i:" 3 /8" PH!LL!PS RED ;;I{ HEAD ANCHORS 11118' C.C. 8 3" FROM .ALL ENDS, -~. N~~L/\TF0;'1,1 OPENi~~S SH.<,LL JTE: ~ AT 12 rOOT IN, t,RVAcS. 2, OP~ N PLATFORMS SHALL BE. STAGGERED ANHOLE SAFETY LANDING DETAIL PER O.<:,EJ,'l.A, DRAINAGE DES(GN CRITERIA II AlllS. TABLE F l/2 0 3 inches on o:"i91nol 2 :DR. 17 (16153) :sheet 24A of 79 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STORM DRAIN IMPROVEMENT PLANS FOH 24A OF 79 I 7'l - I -,. ~ .;. ;;, ., t-; r: '::l _____ -_-,--,--. -·-···-·--·· ---· ---·---- _, --· . L . :•--;-------;-··_\__:·-:-~ ------~-~---· . i , " --·--~·-·--~ =~'~ .. -· -~~~~,.--,,,, < i_~. =~ -.----=----• _.__ ·-----•----------'. ·-·--,-------.••••• ·v • ·• • •· • "' .. .,.~----• ' >---'----+-~~--,-- -~-~r--,,-----; ~.-~;_··~-=-.. -~-----.----~---- ='•_• .==_._':= __ ='=:. ===,:~ .. =-'='_,=-=:::,_= __ i,-' :=;;= .. _?,-=-=:--------'·':':=·: i =-=-"· ~--~ ----'!--:--i---' ·-. ' -I. j -::--~ ... -•• ---1--J ___ • ' -:f' --~ • . -----,--- ... -.-...... ,,_ .. :·.-l::.::::. ,---- ·----,-~ ----,---]-;;-'~;~~-~ ~~.-~"""~,s·~c, __ == '"-''== I '"-~--' ... : .. -----··. =·.:::--' .-;-. ----- j ,j ! ' i -1 ' I ____ --•.. --!~-------·:=: __ • _____ . -. -., --=-<-·--~-·:~-:..---L --,---, - - --·------- __ , _____ ; ____ , ---·,-----!---• __ , -'---- --• ·---~----i-_~""'=""-·=.-:.:--·_ .·----- JO I /2." MlN-42"RCf' 1.25' MIN-GO" RCP W PER OCEMA STD. FLAN 1319 CONCRETE· ARCl-1 N.T.S. w HYDRAULIC DATA El.Erl.ENT LINE 0100 D " So Sf Dn Vn Do : Ve (II l "59.7 ""'"'" -o 0.01:!> 0.0200 0.0080 1,73 14.li 2.49 9,52 12] L I "57.2 36" 0.024 0,0200 0.0251 3.00 8,09 2.45 3.25 " lhTEJ~lM HYDRA'.JUC ClAiA WAS USED TO SIZE THE STORM DRAIN I 0 I I 0.009~ Jl..l I l4Z 48" .0(~ J,OIGO 2.66 IG.O!! :).52 12.12 I . I 5] A.I I'll'! ' 48" .01::i 0.1152 D,0098 1.48 :5:5.GO J.52 !2JZ . FOR HYDRAULICS OF LINES M, N, 0, 8 f' SE!": l>llSIN I'll REPORT BY RIVE'RTECH INC. DATED NOVEMBER 199~ tnc.hes 0 11 DR. Sheet ng 17 (]6153) Z4B Of 79 -------- - --/,-'-·· J -"'-=-·1 Pr\.i:P AR'?.D BY RIDGE PARK ROAD LINE LINE LINE LINE LINE " 77 ! SHi:J· ' l RC.E. 47447 ll24B. DI/G_ NO. OF 79 . . . ...... L • ' /, , , { I J ! I /' : ' ( ,l / l ,, J / / ' ! I ' I 17 , , . ,,, " ,;: 'i ~-.. ::,:, L:~::: ----. ··-····· .... i ~ ~ ~ ~ ' ~ \-:I ~ ~ ¼) < ~ ~ :, 3: tj ~ ':-:, -~i ' C)J ~ (I) ' I/'' ~ l'-i ~ If) " &'.i --1 i ~~ Q --, .._, \) ~::..: tti :t <fl~ ' ! i-1--: .__, 'Q tll v11-!. " -----·· ............. . "• ,,__."~•,a •"=n»•d • •• C) DELTA/BEARING 0 17"03'34" "2) '~ ''-,· 7°41'05'~ @J N 09°3: tOQ .. E 0 N 09°31 '00"[ @ N 09°31 .,,..,,..,, .. E uu . -~ 1/) 589.50 79.07 .-, 2 ----... -_,, •••• ,.,..,..._,o, -· SE\IER CONE'TRUCT 13" V. C. P. SEIIER MA! N II! TH BEDD l NG PER l.R.U.D. STD, S-B, CONSTRUCT 48" PRECAST CONCRETE SEIIER MANHOLE WI T-LOCK PVC LINl:'.R PER l.R.W.D. STD, S-! WITH COVER CONSTR,JCT SEIIER PLUG. REMOVE SEIIER PLUG. RELOCATE EXISTING FIRE HYDRANT PER I.R.W.D, STD. W-5, 39_._5_9 __ _,il ,~ 10-0 I 1,c:v1sc: CONST. NOTE ),{l!Z;· 95 1 No:s 82, iOO, IOI ~J:-:AHK!DATE, :)ESCR!PTlOM 3 40 20 DR, 17 (16151) !Sheet 25 Of 79 SCALE 0 FEE7 40 INCHES ON ORIGINAL DRAUING PREPAR.E:D 8Y 0KANGE COUNTY ENVlRONMENTAL MANAGEMENT AGENCY SEwER & IMPROVEMENT \./ATt:R PLANS FOR RIDGE PARK ROAD LINE "S-2" STA. I 1 O• 50. a2jj20+00. oo I SCALE, DATE AS ShO"N 110-91 . 'HEE, 25 OF 79 0 0 0 .,. <L 0 . z , 0 0 0 0 + 0 ~J ' N a) . 0 If) • c, ~ -· .,, ~ ,-!h 0 <: 0 0:: "' 0:: < 0.. I l (.;_C C "' "' w ,- "" :, "" ll~ w t0 ·--' ---·· .. ·-·-····-'"" "'""""'" ""'"'""' ' '"'""'"""""' ....... ''"'"""" """"'""' " ·•--· ---·· -·--·------ 20+00 ... , .. . ., ·-· .,.,_ .. " """" ""''"" .. ·----~ ·---··--g~ ··-·. --·-- ·i --.. 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"' et:, • .--------------------:Jo ,.., PREPARED BY rn THE KEITH COMPANJES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ' C 0 C 0 + 0 N • < -ID 0 DELTA/BEAR I NG RAD I US LEN. ID I ST TANGENT ~o SE\-IER t IJATER 0 1 s· 41 1" 589 .. 5o 192 25 96 99 : IMPROVEMENT PLANS FOR @ 23° 50 9" 589 50 245 27 124 43 ~ '"3' 15° 25 29" 589. 50 58 70 79. 83 6 11ii1 REV.LAT. STA. Z9,2;J) RIDGE p ARK ROAD ~ I...:;) REV. '/"'PIPE CLASS o GJ N 08' 35' 14"W 40 50 ADDEO wTR SERVICE LINE "S-2" ;;; © 1~r "' 5 N O 9 ° 3 1 ' 0 0 .. E 31 0 0 f ,, -I 11 I ... REVISE CONST. NOTE STII. "20•00.001130•34.70 ,- '151 N 4 8, 2 6 , O o "w 2 9 o o n--+-9_5-+N.:.:"o"':s:...::s:.::2,_, :.::;o:.::o:,_, ""10"""1-----t,=====,---:-#c..,.--:--+,..,'----II;; ~ MARK DATE DESCRIPTION PREPARED UNDER r-'"--r-------------j---------7---------r--------·j~~~l!:'.'.~cl..--!:.":~~c!.:!!!!..._-!SuPERVISiON OF -' REVISIONS ..: G.M.R. SCALE DATE DllG. NO. OF ~ AS SHOUN 10-91 79 !l,l DESIGNED DRAVN P.J A,__ CHECKED GM R 14-0r:d .. -9t 11 t20 AM / 3092-999 ... -.. ··-""' ·--··" ·---. '" . ,,,._, ..... , •-<•• ---·-·•"" -----·-- .•• .. --•• .... "•I' •.••. ·- 32+00 33+00 .. . ·-,.,, __ A' -- --·;1 ---··--:cccf'-.~1--••• ._,:: -·-'l"'"I '~ ----~ --- .• \ • ·: ... ;~·-cc=t±::=I ~-=c::·-Q'..,., ___ ,,._._ "' --·-···· --· -~, ... ·····-·-....... ,.. ijf :':;¥i~I i==i=· -·,:: •... -------. ··-·· . _J ____ -SI '-:cc· =•· --.Ei _::c:,I ~: -~' ---· == =· :::-:, '~::• ,c:c -~ :.C:c = = :,;. --· ' •==c::c:cc:c_'. ____ ··------·--•• •• :1n ---· --·-· -·-,, __ ·-·--·-,,,.,. --- • ' 3 ·::: :, ._,,,. -·· •---•m"'"" a• _ ... •-s., - ~-••••"'' "" "' ,,,m,1< """' 1:::::1 I 36+00 --·-~· '"""""' ---~~ "'""' . -.. ·-···· -· , •... ·-" -· --·-~ " -- •·--= -'tl!' ,· .. -.,: ,-c.:f : • --: . -;::·:: t :::::: . : .::-.... 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'". : • • • ::.j_ -.-'."i ·:--· 1·.;;. _ ·=.::·1 .::· -· ·--·--~-~-.. -.~J._-:-_--'< .... -·-:-:-::z.:: : ~ "'.'.:'" •• , ~!::;;; :::: : . --·· -,l,::,: ,:.---- ··---_, "". ;a "'I,,. --._,, ---·-.. :=@= .: =i ··_ ~+_-__ -+-_-_;+,J":· •=r~EHc'R;,;i I:.'l O --- ·---' • ~+::.;,~ -·· " ---· ~-. -·-·· .... -. ~---- ~=icti~- -;;~; ~::.:-j~ ._.~~:_:· : =~r_~?=~ --:. ~~ :::: -=--J -f 1 ·= _ ·:= . ~~ = .:.:I·=---....... , ·c· ff:/ .. , :· -~-:. i! ~::~ -J:tf It~ :c::i== ·-· i -i~i·_:;""'.~ - _,' ,_: 3'\F_ ::~ ~'i ~--.. -· ...• ---.~~~ l - =: ·1:-:-_: :_-;_ 1 ~ -l -~ -- ---~=--=-· ,::: ;· ·:_:' ::--..:::. ~-----::··• -----. t---1 --~-· -•• --•«m -........ ., ---... --~--·-- ~_;,:::__ -.. .:. --"1····· -.I. • 39+00 40+00 41+00 DR. 17 (l6J5J) Sheet 27 Of 79 I ' DATA F'"-0--,...-------=--....,,--..... .,.... ..... ..;.. .... ___ .,... ________ ..,... _______ ...,.i:;, 12 ,21 DEL TA/BEAR I NG RAD I US LEN. ID I ST TANGENT 9s 42+00 CONSTRUCTION SEUER CONSTRUCT a· v.c.P. I.R.li.D. STD. S-8. SEIIER MAIN ----"~-·---·~·. -. -"" . -------------. . ~r·· -·, c_. --.. ----·t-· -- ~ .. ;:,;;~,:,,.~ .. ,:~~~ ,:-:;t .. ~:l NOTES IJITH BEDDlNG PER CONSTRUCT 46" PRECAST CONCRETE SEI./ER 11ANHCJLE WI T-1..0CK PVC LINER FER !,R.W.D, STD, S-! WITH COVER CONSTRUCT CONSTRUCT STD. 11·5, SEIJER PLUG. DOMESTIC IIATER FIRE HYDRANT ASSEMBLY PER I ,R.IJ.D. REMOVE BLIND FLANGE. 3 40 20 SCALE 0 FEET 40 INCHES ON ORIGINAL PREPARED BY rn ~ THE KEITH COMP At~ I ES BO DRAl-llNG •1'1..-l!IC -1:a1,11. t:"!l!OlltUIM! •,i,«,lcll!l!O\& •(JIii!! -lll!ril09 •C- """"'l?ICTl)Ol:g •t""l-lllAL • a:~ICli ORANGE COUNTY MANAGEMENT ENVIRONMENTAL AGENCY (j'1 21 o j 4 • 18" 50 30 j 1.4 ~ 10-20 REV, f;l10FILE ELEV 1---~-----------+--6_1 _o ___ -t-__ 2_2_6 _________ 4: _6_--i f-~+-"'9.:::,5_k-yt!!)/;,'_ l{B/§._,,__-1 SE\.IER IMPROVEMENT \./ATER PLANS !'z) 35' 49' ?_8" 61 Q 50 381 72 1 97 33 10-5 REVISE CONST. NOTE 9 95 NO:S 82, 100, IOI FOR RIDGE PARK ROAD SUR N.U.L.R,STA,30~34.70_42+00,00 510,23JPF: 3092 2512 i 1 ~oct.-91 02t55 PM/ 3092~999 --..... -· .., • 0 0 0 ... "' 0 z -, 0 " . on • N .... ' " N . N ,0 • 0 "' "' w :0 w "' r r • J ' ef -0 I = -= C·t=-~: i.,;;;.;;; -•---,,.······ ----·- c::.:.: ,1,...-;;:,, __ ::.~..:...:::.:.·..:: \ I -i...---- 42+00" ' \ \ i I I i / i i I ' ' ' __ _;_~ -·--!--"-- -·-···----· ---------:-.:.';'.7" ~ ·~'.-r:'.'":': -::::::·· --·-•• ·· .:".:~ ......... , •. .:: .• h.+~. ·..:: ... ' 43 +UO 44+00 :::.: :ct:=:i::":'.'.:"c t:•·-··-·--->---·---t: :::::; -- 0 • t:.:.:.: .:.;.· :..;:;; <tC+UU I::: ) .. / ,IIDI \ 6/ IOI ffi" • ffi 47+00 PLAN r = 40' PROFILE HORIZ : I" = 40' VERT: I" & 8' -----o----r --;;~; ti;, .. :~ ;;;;~.: ~: ,_ '"'"'"" ...;., 48+00 ·--·-· --·•--•• "" -··I-··--·-r-- ;~t~~~-~~ ~f ~:i~~t?~j'.; I 49 +00 ... :"Ev -~ ->v +uu eo ;.;;;;~· _,;;; :,,;;;.,4,~~: . _·:·:·1: .. "" t···:.:. _ _ ''.~f."'.'"---- --·-,--- ·: _ _::: ::.: "·::.t: ·--·~----· ------·-··- n: ~==:::~=:~ ~~~:; ••-· -~~-~~1"~ ;'[3'"C"f"C:"0"3'":::;,j· ~-~f?.~.;~ ;~~ ~-------- c;.ac,c~i=, 51 +00 I DATA ·I ·l::.c::· - 52+00 DR. Sheet 17 (]6153) 28 Of 79 •• i ·-- ····:tc·· T ·----~------·-·--_-:.--·· ' -·-----"' -. . ,....,_,.,..,aarn ---=: .. ~~~t~~~t~~I CONSTRUCTION NOTES 102 SEIJER CONSTRUCT e· v.c.P. SEIIE~ MAIN YITH BEDDING PER l.R.11.!l. STD. S-8. CONSTRUCT 48" PRECAST CONCRETE SEWER MANHOLE WI T-LOCK PVC LINER PER l.R.W.D, STD, S,I VI /COVER CONSTRUCT SEIIER PLUG. DOMESTIC I/ATER CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.11,D. STD. 11·5. REMOVE SL!ND FLANGE. RECLAIMED I/ATER CONSTRUCT 4 • C-900 PVC PURPLE PIPE CLASS 200 W /BEDDING PER I.R,W.P, STD. W-11 INSTALL 2" RECLAIMED WATER SERVICE FER IRWD STD. W-11 3 40 20 SCALE 0 FEET 40 80 INCHES ON ORIGINAL DRAHING + 0 0 0 ... "' 0 -z , 0 0 0 0 + ..----------------------.,ru II> ! PREPARED BY THIE KEJTH COMP Al\! I ES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • 0 0 0 0 4 1\1 ... < ,- "' Q DEL TA/BEAR I NG RAD I US LEN. ID I ST TANGENT 00.., SEI.JER & WATER ~l : ~ 5' 12•59• 589 50 53 67 26 85 _ ,,::;-, 4e>!J rjr,f,;r,, . IMPROVEMENT PLANS FOR "' 0 29' 43' 01" 589 50 305 75 156 40 ffi l~~l!I ~DDEO WATER SERVICI :: @ 1, 21 51 -2 1 o 50 50 25 25 13 RI OGE PARK ROAD ~ 1--:c---11--------~--+--------+----------t---------;1----v-· +"----------! O 0 5°50' 13" 2110.50 215 00 '107.60 /4', 10-5IREViSECONST.NOTE LINE "S-2" "' l---s,:,--1"-----------+----------t--------i---------11:..,:6C' 95 No:s 82, 100, IOI ® N 17° 15' 09"\./ 40 50 -~ it/ta~t'i nA"."c..» u~S STA. -'12+00.00 52+00.00 ffi r-~-t---'-------+-------t-------t---------li~ffi &\B\q( REV. REF. UTILITIES ~ "fi' N D 1 ' 5 1 ' 32 "W 3 1 . 0 0 n---1--+--------t===-c==s---c:-:-,:-----r--,,,,_.---i=-.__~~-1-----------t---------i----------r--------ii.:..M'.'.!,:.:;RKc:.L":D::c•c:.rE~--'o~E:::sc::c:::R~1 Pc:Tc,l~O:::N_-1 PREPARED UNDER NI ./ / • _,;;/I//. /. SHEET od 1 SUPERVISION OF . 28 -REVISIONS - DESIGNED G,M.R SCALE DATE Dl!G. NO. 7o9F ~ ORAMNM..._ .!CHECKFDGMR AS SHOUN 10-91 w STA.42+'D0.00-52~oo.oo -5W,23JPFt 3092 2613 ll f:: t!rJt) r ' ' ·--:::;:1:·::: ::-~----: ·:. ~·· ------;:•:·.:· .::::.,._ ·::..:._ ::;:~_ ···· ..... _,-.,, ''"=. •·· !~,~.:• ~= -~~ DR, 17 (16153) Sheet 29 Of 79 DATA L0, _":;,.:-'. ----1 -:::L -"1·: ... -=···-+--~ --r ------..... -· --.,, . --~~-·- CONSTRUCTION SEIIER 6 CONSTRUCT 5w V.C.P. !.R.11.D, STD. s-a. SEIIER HAIN ll!TH BEDDING PER CONSTRUCT 43• PRECAST CONCRETE SEIIER MANHOLE WITH T -LOCK PVC LINER PER I.R.W.D. STD. S-1 W /COVER DOMESTIC rJATER CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.l'J. D. STD, W-5, REMOVE BLIND FLANGE. RECLA!;'!.ED WATER CONSTRUCT 4" C-900 PVC PURPLE PIPE CLASS 200 WITH BEDDING PER I.R.W,D. ST!J. W-IJ Z" RECLAlMED WATER SERVICE FEil IRWD STD, w.e 40 20 SCALE 0 FEET 40 80 3 INCHES ON ORIGINAL DRAYING 0 0 0 ... .,, 0 z , 0 0 0 0 • .------------------....iiru ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 10 d 0 0 0 • N "' j \ lf ff 18 ' ' 65+00 \ IJ \\'Q I\) \'. ' t-~ 1\',. ' (l i \ ~ ,m ·\\., \t \,) ~ I o, ~ . ' ··,. .:i I(\ ---\ <S) ~ \··l r' \ ,.. -~ ·"" ( \ • \.,: Ill -~-' \, - '::I \\l <Si ' ,, ,. \\ ' ''\"<~\,\ . . -., •• -1\\ ·~· -- G • _, w" " -• '" ,-.. -:i• ' Ill' ~I I.I ~ -§ ' ' ~ ti: 'I '( \) ' $) IN ' t'- iD (l ' ,, ~ Iii IT ' -J " ~ ~ <tj ~ t'- 4 lj \.· " il'i Ill '3 "l I l\l s <i: ~ ' Ii:: ¾ . ~ Sl ,m ll: ~ if Ill ~ .~ .j t-::.: ~ ~ '(J-_...., '11' ~t:5 p: :i t:, ' :. f'~ " ~ {fl 1-,;. ':\ I~ 1 $ I DATA DR. 17 (16153) Sheet 30 Of 79 (~ I @ &@ lb,@ ,~OTES SEYER CONSTRUCT 8" V.C.P. SEliER 1'1A!N HlTK BEDDJNG PER l.R.li.D. STD. B-8. CONSTRUCT 6" C-900 PVC PIF'E CLASS 200 FORCE MAIN WITH BEDDING PER I.R.W.P, STP, W,il CONSTRUCT 46" PRECAST CONCRETE SEVER MANHOLE WIT ,LOffi PVC LINER PER I.R.W.D, STD. S-I W /COVER CONSTRUCT SEHER PLUG. OO•JEST l C 1/,\ TER CONSTRUCT FIRE HYDRANT ASSEMBLY PER LR,li.D. STD. 11-5. RENOVE BLIND FLANGE. RECLAIMED WATER CONSTRUCT 4" C-900 FVC PV~i'LE FIPE CLASS 200 W /BEDJ)JNG PER I . R, W . D, STD. W-1! ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 0 0 0 .,. <l) 0 --~ DELTA/BEAR l NG RAD I us __ l--L_E_N_._I_D_l_S_T_.-+ __ T_A_N_G_E_N_T _ _,,' Ci) 1°21·32" 21 o.5o 21-1.15 ,37.1:-1 I "" ~~('~2~,-,~------1·,-4-3-.-,-2-.. --~-2-,--c-1-_-5_c_1 __ 4 ___ 6_~_s ___ 3_5 __ _,L----31 ~BS 7 ~ SE\.JER & \.IA TER OVEMENT PLANS FOR @) 0°0?•0 4 " 610.50 .25 o.53 ·-[,""i lfk/J-RIDGE PARK ROAD ti (£] 29 ° 2. -'-0.. 6 1 0. 50 31 1 . 25 59,. 09 ---t 1,12913;1 REV.1..AT.STAG7.:l3.07 LI NE "S-2" -~ ~ ADDED Z"WTR SERVICE ! I I ' i /: I " /-" // ,/'¾._. /' '.".·, l·'::.1; ..--,r;: '-J U-1/oa / ,, -~--,l(.·t. ... ,,., ,,.,.•}<"' 6]~: ,.•· -~')! ✓--·' . ~-..,_/''•--.:~·- I ' 'i•,' •" ," ,.,,.~.:::'·:; ,_,,,.- 1!., . .,~-· I I ' ' . /"'\'" \.,j EMA REGULATION HEREBY CERTIFIES THAT THIS PLAN WAS APPROVED AS ADEQUATE TO SATISFY THE PRELIMINARY AND/OR DETAILED LANDSCAPING PLAN REQUIREMENTS, ,/.,.%·~·. ~~.c-- DEVELOPMENT SERVICES DAI E \ ,, '' ' I I L,'!:(£/ '" .,.. ·,_..,Y'.,.. <:'.:·\ /' ,' -\ \ .,,, j , '.~'"' ~·. ·~ .. {/ ' ,.• / 'b ! -·. /" ,' SEEDMIX 2: GRASSES MIX ) ·,, ..... :r,.,,,._,,,..,,.,,____~~-~,,.,.-_..,,,.~,:.,, ~ -~""'.__,,-·· SPECIES NASSELLA PULCHRA BROMUS BORDEACEUS HORDEUM BRACHY ANTHERUM SSP BRACHY ANTHERUM ESCHSCHOLZIA CALIFORNICA LASTHENIA CALIFORNICA LAYIA PLATYGLOSSA' lUPINUS SUCCULENTAS LOTUS SCOPARIUS ERIOPHYLLUM CONFERTIFLORUM PLANTAGO OVATA I 11 ,, i • '1 ' N ii ,, I -~i ' t:::.~: C,_-', ::J::;.:;_,,,j I"') ii '1 I . ' I ··---,i ' / ' /~~ • ~· ./' ~--:.~: .l I ~ ,/,: I ~ I' } '· t ~ l ~ ·-) ~,I. I ,... , ' .. -·,··-. ' " ·-·-··-. { / . i -r', ! • ·.•• i -:~ •• -~,¼--~=-~~~~-~-=.::, .... , ...... ' .. :" .. J ~ • ~ J<.·J. I , • " ·-, --'-,~·•,,,,__ .,--·..-. ____ .,,,_,. f -~--•··-_: .. ,.-.•_ .. j} , ····"',.,:· .•. ,· -. ;· -~------~-.. 1'-:; r Ir·;· -• ·-·-~,---M M-•·\.lif~~-~::! ! -ti --·~~ -----L-?F~t-~i-' ~ ->-• _,,. I ,:--! -,:~c, , .·i ,-·· --.·. .--· ' ...... -· :}·.· __ /,---i· ::~-.; \:) t ... i::~(Z('? . . : ,,, .,, i ,.---;...c,••••~•. --~--,,-••--~•••M•",._,,,.,":.•,:,;.•,:_ ,."\ ,,. "•' '' ',•,·•• "".;, ,"""""/' -0 ~,-.,: ,.~,M-· •,. •-<:.•.,• .. ~•''" t~•'• , '"'~ -·;o: ' . I •~-• .. -.,, ·c1 ' ·;;1 ! . ' ' • I '··--~ I -•···•···.· •· .. ~,., I! • ··. \ ,~ Ii \~, t, \✓.:' ' ·, ' ' " . ..·.~ . COMMON NAME PURPLE NEEDLEGRASS CALIFORNIA BROME MEADOW BARLEY CALIFORNIA POPPY GOLDFIELDS TIDY TIPS ARROYO LUPINE DEERWEED GOLDEN YARROW WOOLLY PLANTAIN LBS. PEB ACRE 5.0 5.0 3.0 2.0 2,0 2.0 5.0 2,0 2.0 L.Q TOTAL: 35.0 2 [) : 2 ., ".,\ ~-"- GRASSING PLANS FOR RIDGE FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: l!srATICN " ucu. i[ fills ' • 1 / ! II ' 11 II I· I ii II I ' I 1 ti !l I' .I I I '1 Ii ll Ii /l j EXC. FILL . \ """"•~c,~,,. • . ·", .. --·-·-· ~ 1-~ 2h00 22+00 23+00 24,369 22,178 13,259 0 0 0 "?' .. 1/,2· • • . • • ~ . .,: ' 30+00. ==~=======================-==· ==·====·====····=··=···""·====·=·-==·=· ==-="""'======================== =·==-==-=-=·=·-=========================··==-=====::;-1 33 +oo s I 31+00 24+00 25+00 26+00 27+00 28+00 10,637 13,544 0 0 ----- "·,, .>,,,· ·-.,._ '· I I I I I I I I I I I I I I I I NASSELLA PULCHRA BROMUS BORDEACEUS •• .HORDEUM BRACHYANTHERUM SSP BRACHY ANTHERUM ESCHSCHOLZIA CALIFORNICA LASTHENIA CALIFORNICA LAYIA PLATYGLOSSA LUPINUS SUCCULENTAS LOTUS SCOPARIUS ER!OPHYLLUM CONFERTIFLORUM PLANTAGO OVATA COMMON NAME PURPLE NEEDLEGRASS CAUFORNIA BROME MEADOW SARLEY CALIFORNIA POPPY GOLDFIELDS TIDY TIPS ARROYO LUPINE DEERWEED GOLDEN YARROW WOOLLY PLANTAIN FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE; WOOD FIBER MULCH SEEDMIX NO FERTILIZER ECOLOGY CONTROL BINDER I I I • ·····-\ . . ",.-·· -·· I BS, PEB ACRE 5.0 5.0 3.0 2.0 2.0 2.0 5,0 2.0 2.0 M TOTAL; 35.0 2000.0 35.0 150.0 DR. 17 (16153) Sheet 32 Of 79 ,~,· LiL:, 2/14/ REVISED SEEDMIXES, 96 REVISE L!MITS OF HYDROSEED DUE TO GRADING CHANGES MMlK DATE ·DZSCR!f'lON REV 1 s I o:1s J.f) , ... ,.,. ;~.:··-,. "' ..• "' -~--·-·== "' ' ... ,,-~ GRASSING PLANS FOR , RIDGE SHEET 32 OF 79 z i ' _, "- ~~ llC) \ iSTAT!O; I ,, El(C, I Cv. IYDS. F!~L \ \ \ \ \ ' I / \ \ l ' \ .r /t ,, ' .· ' ,;., --,.,_ \ \ j I ' \ --74i 16,417- \ ---.- -'3rn 22,306 \ \ l,952_ 17,559 •.. -. ·--,-.... -'> •• \ -.~{ __ ¾ :~:;;~J;;J-.~:::\,: .. :.· / -.... '·--. ----.. 2.,0.85 19,080 \ ·-,, --------<:: . '· • .---··-;,," ·•-.;-, ' ·-.":' -,.~--\,_ ___ ---;o <,.,,,.. . ", / , .. -. ---" ... ·-·-::----.::: :>.,.::---· -'-''•-, 37+00 448 25;122 ,,·--··~-........ ""'· ··~ ., 38+00 315 ·'31,276 __ 39+00 ' 315 27,743 J-lioRLJ'-fE-,§:.EY / ~ .. , . ·-"· --· • '· ,,_ ·-.,~. -------,-..... ,_.~ '"--..,.,'\\ ,,,.,.'"" ,---··•~,..,~.. ...~ • 'v,, '"''"" ' .,., ..... _ ... _,,,~ -_., I -.::,, ·'. •\:.,_ •• '~ ' ·>,,·. :.: .. -;~';B~::t::;~:-·=••·:---·:_ ·,·?•, .. :;'·~h"";;21/;,;;;,: ,, ~· -·---.--' -"·······':-,,, ___ ,_' ' c;, , . '· . . COMMON NAME PURPLE N~E□i:g:~ss CALIFORN,A RLEY MEADOW BA - PO"PY CALIFORNIA ' GOLD FIELDS IDY TIPS T LUPINE ARROYO DEERWEED ~~~Ct_~ ;~~~:N UIS, PER ACRE 5.0 5.0 3.0 2.0 2.0 2.0 5.0 2.0 2.0 2Si TOTAL: 35,0 2000.0 35.0 I•~ •/ :;__~ ·, ,' ~ _::: ~--..-, -· ,, \_ -~-' . -.. -~-~·· • -. ,,------- i i i i I I I I I I I I I I I --~ - ' -· 41t00 \ 644 15,935 \ \ \ \ \ \ \ \ 844 14,544 \ \ \ 10,670 ' ' .( .i \ ' I i ! I \\ ~. ""' '!_,'. ' ' ,'"'" : S,} _;:;:~-...... --""~ .§ ,/-/ -. ,, ' ; .' , ! .,,/ I --/ ' / / • V' :t ~ 11 II Ii ' 'j I I ~ I' ,I ,. STATION 44.+00 cu. ~Exe. I YDS. i FILL I . ;:_,,;-n--::--.. g£t-., ffo-:.., ',_ ::::, !'·---~ ·•e !._i .. -;;Z., -.. \\:'('·'.,, -··-- l7i/f'J'"i,':"►"1"'•1f//';"fr _,.. -, :· q.·.; SJ L ,,,, / •--"~ , t, {,· ,'½ • ,,. _,/ ,,.r; .. ::_~~•· ;,,,.'lf-//I';' JJ.ar,1 , •" _e-' \o·:i: ',<_.,., I I '"'" ,. ,, _ _.. j .,_,,,,· .• •• · -i:~""\~¼.J -. -•• ., f 1"·-:·:"::d<Lf"• ·-''\-.: ... / 1.,.,...,,·' ·~ _ .. .,.~ •, ' .--·-p·; ' <"" ) \.'"' ;,t(':>" .. --~-:\.,< "? __ ,, .. -~~~ (-' "',,,. ' t ~::2:)c>t,7 : • ' : ,. 7~?;;~ .•• ~.-.~ ...... J.:·; ... ·.:.~.: .. ·.-.·.·.·._·,.":~}:·;:~~ z;,,:.,." -.·~~✓--. - 1:tL • , I •. ,. -:,c_:·: "sa.ec-,,,;,:,:,:, , f~~, r C ,i\~,~!, , . .,_ ·;: c"'-":,---_ • /,.,,,, -... •r~ .. ,..,,, ~ '-.:~~"' ':!·., __ : ~, ·: . ' -~~-~)[:'· > .. :· -, \~-?\[)~_-:,:;~:;:.:.-·,~.~,>~:~-; };/. \ ;\::0;::·. ' .. .. :·.,~,. ' . \,._ -. . ·- ,.~ -•I •' -·..--~-~ ' .• ' ' . ' ; .. h ,, .'&,. . . • ··-• __ -.(-.. ~ _:._,,__ ., ' ---;-" . • ~-~ '~ f, .,<--;~;,/· 1·-·.-•--,, .. {,'./.!., ... ~,. :", ~~,,_-.f·) ,,. i/ \>,. ;:' '·-' .. . .. '\. ,.,/1" <,., ~ \ 'j\,,_\,. ·•,,,·<<..\ ':<~'. \ " ~-\ ,, \ \ -,, \ \ ~ ----.. \\\ '\ \, \-_ \\ -\, \ _\ ' \ ·. '\,,._ " ~--\: . ····,. ·, '"·'\,· ¼,~ \, ""' -~ '•, ""-._','• ', ->~'\. '""-~.., .. • ,,,, ", "'' ',, "" . -~ --~ •;._'\ ---'·<\ I i . 315 - 10,030 45+00 315 9 --,., l ~..'.)~\,.,r V 46•00 -· : I I 315 6,359 ····-,, . ._. ---... .;. .. --,::_·•-· .... " / ,.--:;:::c";,-l]ELE7£ ilYIJ!cO:3£.£.D ~ /,./'' /,..,.,,,,' /// z'.'.'97::"?, . .t._::..,/'-5~ ,1 :«, ' , ,<t~-' 47+00 I ' . 48+00 49+00 ' •.• .· 50+00 315 315 315 I 315 7,537 13,026 12,200 I 8,472 ~- :, __ --;, _1,::: ,:;:·, ... Lt:"::· .i c,--~~····---·~ .. ,__., .... , •• -• .:-••••• ,·- ' -· ~ ------·----~ ·• --· 5i+OO ' . '"/ ' I ::1; ;,~.~-1 i ' -, .. 315 7,4!1 :;-. /""" \.,_,<, C,' . ' -.. ~ 52+00 315 ! 5,569 ---~~--,-,,-~~--•=,-. 53+00 ' ST/.fflON i ·-· • •.c·xr I ru l ,.. ._., _,,. , ' I F}LL I YDS. I i •l ~! . "•--. ,. I ' ,, l• ; -' -:•, nv I } • ' NASSELLA PULCHRA BROMUS SORDEACEUS HORDEUM BRACHY ANTHERUM SSP 8RACHYANTHERUM ESCHSCHOLZIA CALIFORNICA l.ASTHENIA CALIFORNICA ~ PURPLE NEEDLEGRASS CALIFORNIA BROME MEADOW BARLEY LBS, PER ACRE 5.0 5,0 3.0 CQMMQNIIIAME LBS, PER ACRI •. · ·~ .:t CALIFORNIA POPPY GOLDFIELDS 2.0 2.0 2.0 5.0 2.0 2.0 2S!. ARTEMISIA CAL!FORNICA BACCHARIS PILULARIS "CONSANGUINEA" CALIFORNIA SAGEBRUSH CHAPAPRRAL BROOM 1.0 2.5 ....,,'"".,....,..,,..,,=,_,...,l-! i LAYIA PLATYGLOSSA LUPINUS SUCCULENTAS LOTUS SCOPARIUS ERIOPHYLLUM CONFERTIFLORUM PLANTAGQ OVATA TIDY TIPS ARROYO LUPINE DEERWEED GOLDEN YARROW WOOLLY PLANTAIN FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: WOOD FIBER MULCH SEEDMIX NO FERTILIZER ECOLOGY CONTROL BINDER TOTAL: 35.0 2000.0 35,0 150.0 ENCELIA CALJFORNICA ERIOGONUM FASICULATUM ERIOPHYLLUM CONFERTIFLORUM HAPLOPAPPUS VENETUS ISOMERIS ARBOREA LASTHENIA CALIFORNICA LOTUS SCOPARIUS LUPINUS SUCCALENTUS MIMULUS QURANTIACUS ORTHOEARPUS PURPARASCENS PLANTAGO INSULARIS SALVIA MELLIFERA NASSELLA PULCHRA BUSH SUNFLOWER CALIFORNIA BUCKWHEAT GOLDEN YARROW COAST GOLDENBRUSH BLADDERPOD GOLD FIELDS DEERWEED ARROYO LUPINE MONKEY FLOWEH OWL'S CLOWER PLANTAIN BLACK SAGE PURPLE NEEDLEGRASS 2.0 3.0 4.0 1.0 4.5 2.5 6.0 2.5 5.0 0.5 30.0 2.0 DR. 17 (16153) Sheet 34 Of 79 ~ A 2-ze TOTAL: 70.5 t.!!f::, '!J'J RE.t:.£1/lD DRAW/Nt!i ORANGE COU.HY ENVIRONMENTAL Mt\NAGFMENT AGENCY GRASSING PLANS FOR RIDGE &,./! -~·,,./"~'"•,_.,,~,\ ffi 2114/ REVISEDSEEDMIXES. r 44 ?3 0" STA "-3+50.00 I I / --•m--.,,.,,.-•· --·-"»---,_.,_" "• .. ,. --· -... .,.,. "•,,... FOR HYDROS EEO APPLiCATIONS USE THE FOLLOWING PER ACRE: 96 ~~~~i ~:i~N'ff c';/;:i:GoE5:Eo I , +~ • c., / ~ / / II AREA TO BE REVEGETATED AS PER THE "HABITATE RESTORATION PLAN" W.00D FIBER MULCH 2,000.0 !!ARI, DATE DESCR!P!ON -~~~~~~jg1g:}D~~ /jl '/J .::;"/j/J. ,./.·.,1 •s3H:::4El ff PREPARED BY LlSA. 15-15-15 COMMERCIAL FERTILIZER 400.0 ' !lElllSHJ;JS " ' ' 0 ~ ' • ;;IL~=~·==;,.~ .. --ce·-c.·, =====-=-===-=---=-======-~-~.--~--· -=--== .. ~o .. ec· .=~='S. ---=-·"'""''"·=--""·~z~=~· ~,~=~=-~,;,· ·=~· "'"•""··~-~-~-~==;;,.,,;_~,~""::;;·;_~.; .. ~-::.,~:~:.~~·',~"'~;"":--~"'~~";:;-"' .. "'"'"-""'· ... z-=,:',,"": 3~-"""',;"~~~·.":·:;",7"'",;:.,,;;~_;)~···=·:~:~··~•··~··:. -~:z·"-"'':~::~~"'-:~·.~~-""-=·"''·~·· ~. ~·=~· ~-~--=·"''"·""-=z.~ ... ===~· ====~~======-=---1~~~~:~i~~!L:~~~IN~G=~~~~N·~D~E~R==="~·--~·-=··•., -.•=--r-·~=-'····'=~====;·"C·--~~-:~ ·cr·-=:~~!~~l~c.: 7.,l~t]Ej)r:g!l.)"'9-==J!~-~~~,J. ~~~? I ~~:s. -~~ ·__ . 9f 9 CRO, PL. N,U,L~R STA. = 40C0,23JPF, 3092 2261 ·:0~·. l/ l? 1.s-.3) 0 0 . 0 C'} + v; If) ' "' 0 . M "" .. >& >& • < I-ro • "' • _, • => • = ..., IL • C "" co 'fS;:) !2-, ~ -<) Q) ~ r ~ -::B I \J l II ,I ll il h----z , --:-1 o!:::;; m r-c; ~ to tJ -1 l' ~! ' I X ..J r tu G: rr--+-~I I I \l 11 I, II II 11 11 I I I I ,a ,o I + I :g 'I :;,.-.. I I~ 8IN + !J.'.I • Q) ! ~ \;I- e ,0, !f) I'- I ill 'JD l I I (j) l.'i (\l 0 0 ~:t ' co I ' e.i 6tiGJ I to: ;j Ii t--f • rt) l V ' -- I I 0 0 I i 0 ..J _J CL lfJ C' >- ' -_ _,,,..,, - ,, ' ·~ \ ;/". J -- - 23,417 -' ·-"-~·:-.-·.,;_··-· -----------.... -2-,49!·~----56+00 15,732 ,.,,.,;:;;; .. ~ ---= --,...,.. 11,95.6 313 58+00 .·.{}/' ~ \\,c 3 2,246 3!3 59+00 59_,_g13 l_._~o __ _ . "-t ;j ~'-o \ ARTEMISIA C BACCHARIS P~LLIFORNICA "CONSANGUIN U~RIS ENCEUA EA so.,oo ERIOGON~ALIFORNICA ERIOPHYL:iiASICULATUM ~APLOPAPPUS ~~NFERTIFLORUM SOMERIS ARBO _NETUS LASTHENIA , Rt:A LOTUS scoi.:dFORNICA LUPINUS sue RIUS MIMULUS Q CALENTUS ORTHOEARP~ANTIACUS ~~~;:GOIN~i~i:~RASCENS NASSE' MELLIFERA i..LA PULCHRA 6!+00 COMM Olll NAME CALIFORNI CHAPAPRR1LSAGEBRUSH BROOM BUSH SU CALIFOR~~LOWER GOLDEN YARBRUCKWHEAT COAST • OW BLADDE~~~~ENBRUSH GOLOFIELDS DEi:RWEED ARROYO LUPINE ~~~'KSEYCLFLOWER OWER PLANTAIN BLACK SAA~ 0 UR '-'C ' PLE NEED LEGRASS FOR HYDRO"E ~ ED APPLIC" WOOD ' M TIONS USE THE 15-15-t~BCER MULCH , FOLLOWING PER AC s, OMMffiC se, SE:~~:~NG BIND,ERIAL FERTILIZER 24,452 LBS, PER ACRI 1.0 2.5 2,0 3.0 4.0 1.0 4,5 2,5 6.0 2.5 5,0 0.5 30.0 2.0 ~ TOTAL: 70.5 2,000.0 400.0 160.0 i0.5 13,269 DR. l7 (16153) Sheet 35 Of 79 9,761 ,,,_ ,,.;,·, '.1~"" ' I '' ' ' , I '-~-·-,t,c;,z,· • ~ l ,, '. I I I ,. l ' l I ' I ! I ' r •. . -,_ L-:-,,,_:1, ·r,:,,: ·\;:::, • ' ' ! / I ' l ''· ,· .• , .. r·- i_:.: ! C-b .,...,, i ~.'.'~' ("": ;:JriL.J~ ' I I I I I I I I I ' I I I ' ' ~ I I I I I ' I ' . =-~·-~'"' . . ,_-~ :::'.' ::::--~;::,,~·-;;;;;'.;.;.::·:.~';::._~; .. ~-~~~-~~~ DR. 17 (16153) Sheet 36 Of 79 '·. '·- I[) t0 2114/ REVISED SEEDMIXES. 96 REVISE LIMITS OF HYDROSEED. DUE TO GRADING CHANGES MfJ!~ Oh TE! OE:Str.:!?Hm riEIIISH:,:lS STA, 53+50 -6!•00 SE':::ET 36 OF 79 ' I I ! ,1 ,, jl Ji ii Ii ! _( 'j l 1 I . I Ii 11 11 I ' I 11 ., I' II I I ' 11 I 11 ii .. II !i 1 i I I I I ' .,,,,~..,.""',, ~,-, / STAT!ON / CU .• E)(·C~ YDS. IFILL / / I 64+00 SEEDMIX#4: l\!ATVIE MIX & SPECIES ARTEMISIA CALIFORNICA ~ACCHARIS PILULARIS CONSANGUINEA" ENCELIA CAUFORNICA ERIOGONUM FASiCULATUM ERIOPHYLLUM CO HAPLOPAPPUS VE~~l,TJFLORUM ISOMERIS ARBOREA" US ~~~H5E5NIA CALIFORN!CA COPARIUS LUPINUS SUCCALEN.,.US MIMULUS QURANTl~CUS ORTHOEARPUS PLANTAGOINSi~:i~RASCENS SALVIA MELLIFERA NASSELLA PULCHRA 8,635 65+00 COMMON NAME CALIFORNIA SAGEBRUSH CHAPAPRRAL BROOM BUSH SUNFLOWER CALIFORNIA BUCKWHEAT GOLDEN YARROW COAST GOLDENBRUSH BLADDERPOD GOLDFIELDS DEERWEED ARROYO LUPINE MONKEY FLOWER OWL'S CLOWER PLANTAIN BLACK SAGE PURPLE NEEDLEGRASS ·· FOL1 OWING FOR HYDROSEED APPLICATIONS USE T'"'E WOOD FIBER MUL~ -• PER ACRE: 15 . ' -.H • -,5-15 COMME ~ STABILIZING BIND~~IAL FERTILIZER SEEDMIX • LBS, PER ACB 1.0 2.5 2.0 3.0 4.0 1.0 4.5 2.5 6.0 2.5 5.0 0.5 30.0 2.0 -o ;L_Q I TAL: 70.5 2,000.0 400.0 160.0 70.5 7,089 0 67+00 5,735 0 i ;_ ' l ' .5,!43 0 j ~ ~l/'.,.,1{1"~ Oi:;=: ;·-:.;.~ r_:::"r;:-;}~.t::;-%.__ V~f . ' I 5,113 0 70+00 DR. l 7 ( 16153) Sheet 37 Of 79 I 6,122 0 71+00 . \ ,. ,,, ... ,,_ .. ,,;.' -·•e.,r• / --=e.~~ ST,/.\TIONli EXC. CU. I FILL YDS. ii i [l ! ! ' • I !I 11 ! ' I ! I I i ' GRASSING PLANS FOR "? :s IJ1 I 11 I I 11 • STATION CU. D(C. YDS. FILL 37 10.00 11+00 12+00 13+00 14+00 15+00 16+00 , 17+00 18+00 APPR!JVAL FOR ONS!TE RECLAIMED WATER SYSTEM ONLY THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. 19+00 20+00 _,.-,<· {~./··· ". ·,, .,-· ·. \ .,/,:::· / •uA,, /• / DR. 17 (16153) Sheet 38 Of 79 21+00 2 () / 0-0") 2 STATIO EXC cu. FILL YDS. --~-f 4~$4 i IRRIGATION PLANS FOR RIDGE PARK-ROAD STA.10+00.42 -21->00.00 0 0 + 0 "' _, :::, z _j a.. STATION CU. EXC. YDS. FILL IS 37 10.00 HGl !HYDRAUUC GRADE UNE) ZONE 'G'. METER ELEVATION HIGHEST HEAD El.E\fATION 11+00 12+00 I 13+00 \ . \ \ ' \ ~" I \ \ " \ \ \ •• \ ., ., • 14+00 15+00 Pressure regulator setti~g / ; 16+00 94.3 15-0, ' :55.i'Q " \ \ 17• 0 \, \ \ 3\7., \ I ' i I I l . \ , IS+OQ ' I / CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE APPRO• PRIATE RAIN BIRD 'PC' SCRENS, PR!.OR- TO USING THE-ADJUSTING SCREW. \ THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARi, FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. 19+00 20+00 . \ i'' '' '.i i; ,~ /' . 21+00 1:--w w ,-......,:z: n--:i.:.~<!?. ·~~-Y\ , •• . . V:_!_'1-" 2-4 \ \ -= .. 1': .~~~-:--~;-~.j'# IRRIGATION RIDGE STATION EXC cu. FILL YOS / / "• • ,, •·• ••w,,, .. , .. ~ / PLANS FOR ROAD STA.10+00.42 -21 +00.00 ' 'O 0 . 0 0 + 0 . -' /"'; PRESSURE C'.'°'LCULATION F~q CONTflOll~R-'L' VALVE 'L-23'@ 23 GPM' i HGL (HYDRP.ULiC GRADE Llr~EJ ZONE •a· METER ELEVATION HGHC:ST HEAD Eli:VATiON 1178.00 703.00 eoO.oo -. .,, ,<"',~ -~. ;.,:·.·:,~---.-~ '"'""'•'"'"'" • "" • --~--"•• All PIPE ACROSS _CONCRETE BENCH DRAINS INSTALLED IN GALVANIZED SLEEVES PER DETAIL . 61 / • ----------• ' I SHALL BE .. 'L" SHEET _\ ni1s DESIGN,IS D1l>.GRfmilJrr1c. ALL PIPING, VALVES, ETc.:; ~HOWN;WITHIN PAVED .AREAS', • IS FOR/ DESIGN'CLARi'FICATION ONLY' AND •·- MARK DATE DESCRlPlLlN REVISIO!lS STA-21+00.00-33•00.0D PREPARED UNDER SHEET SllPERV l S 1 ON OF 39 -[\ ! / / ' SHALL BE. INSTALLED IN PLANTING AREAS DESlGNED ~~ ----~-c·~ ,:;,,.==·===~<~J_'._b,,L~~====~(-=~,.\;v;.;H;:;.E;N~~~~::-~::R~·i;p::-;'~:::S::iS~IB=LmE;;;'.=::=-====.,-==:;::;;::::;;!!!\D1J:R~-A:a:W~N-,, __ ,,, __ ==a!lblc;gH:!lEgc~KE~Dl.-::, .. ,:.,::.,..,,,,,,,. J,;~~~:il-,..;_.J_==-==-==L.f.;;;f,,- &- SCALE D/\TE I l)HG. tm .. OF AS SHOWN 79 ' "' _ _, I =· ' z --' a. 0 "' -" '-" \ \, \ '\ \ '~ '• / I I / J j ' \ / ! l}J) Z.· 7 ! I I i '/ / / / ,,., .. ._ ·,, ,, ' \ ' ' • I , / . ~ti ' ' . . 'l' . • -,' ,' '' iitii,~; ' / .-1Z4~ :· f • ' ' ., • ' ' ' i ' \ I ) \ I 1/J} ---' ~~ .. - ~lf;';\,\..'r;.'i-J. \~ ' --..,:.\~ ----r·O'" ,_, ~- / / ' \ ' ' ,,e• • ' ___ .-. --.;;;,;••'.:: / \ \ \ / J ' ·' CONTROL PANEL SHALL BE A UL LISTED COMBINA flON STARTER, NEMA 3R ENCLOSURE, DOOR-IN-DOOR TYPE, WITH CIRCUIT BREAKER DISCONNECT, THROUGH-THE-DOOR ON/OFF HANDLE, MAGNETIC STARTER WITH OVERLOADS AND HEATERS ON ALL LEGS, HOP, SELECTOR SWITCH, 115 VOLT CONT~OL CIRCUIT TRANSFORMER WITH CIRCUIT BREAKER DISCONNECT, CONTROL TERMINAL STRIP, AND TIME DELAY RELAY 'OFF' TO PREVENT PUMP CYCLING AS VALVE STATIONS OPEN AND CLOSE THE ELECTRICAL CONTRACTOR SH,~LL PROVIDE ALL LABOR AND MATERIAL FOR MAIN POWER TO THE PUMP PANEL, AND FOR 115 VOLT POWER BETWEEN PUMP PANEL AND SPRINKLER PANEL DflY CONTACTS. SPRINKLER PANEL (BY OTHERS) SHALL INCLUDE A PUMP RELAY START PACKAGE. WHEN THE TIME CLOCK IN THE SPRINKLER PANEL IS ENERGIZED, THE DRY CONTACTS WILL CLOSE AND ALLOW POWER FROM THE PUMP PANEL TO FEED THROUGH THE DRY CONTACTS AND BACK TO THE PUMP PANEL, THEREBY ENERGIZING THE PUMP, f ENTIRE UNIT TO BE FACTORY FINISHED WITH TWO COATS OF AN APPROVED COLOR GREEN 'RUSTOLEUM' . FACTORY ENAMEL FINISH, WITH TWO COATS OF 'SINCLAIR' CHROME OXIDE #15 TO BE APPLIED ON rHE BASE AFTER FIRST DEGREASING AND WIRE BRUSHING. 1 THE SERVICES OF A FACTORY TRAINED REPRESENTATIVE SHALL BE MADE AVAILABLE ON THE JOB GITE TO CHECK INSTALLTION AND PERFORM THE START-UP, AND INSTRUCT OPERATING PERSONrJEL. (CONTACT SOUTHERN CALIFORNIA PUMP SALES AND MANUFACTURING 714-966-1095) A REPOR" OF THE START-UP DATA, INCLUDING VOLTAGE AND AMPERAGE-READING, PRESSURE GUAGE READl~\GS, AND GENERAL OPERATING CHARACTERISTICS SHALL BE SUBMITTED TO THE ARCHITECT FOR RECORD PUR?OSES. THREE SETS OF OPERATING AND MAINTENANCE MANUALS AND CONTROL PANEL WIF,ING DIAGRAM SHALL BE PROVIDED TO THE CONTRACTOR, ,f'¼f"""" ~-,,_"'_,"_""_' .--"-~ _✓-.,✓"'.", ,.,..-...,,,,.,,..." _,,.-.. ,.,.._, . ' -· ' --' ,... ----,.,,,,,,.,-,-~_ >. BOOSTER PUMP MODEL NUMBERS; _&,k~-, /' POC-'G': CONSTANTFLO MODEL# 52BP115P4-5,0-DEFGHIKM ,,,,_ 1 t ' ,, POC-'H': CONSJANTFLO MODEL# 45BP81P4-3,0-DEFGHIKM POC-'I': CONSTANTFLO MODEL# 45BP81 P4-3.0-DEFGHIKM r l 1 i ?::LOO 893.00 I 172 ' \ \ \ \ ' \ \ / 1 • ····---·····-· 2 -~--·---.. ~-----,. RIDGE PARK ROAD ST A. 33·>00. 00--44+?.3. 03 .· \ \ \ ' I I ..J 0.. ( I I ' \ \ \ ' THE ELECTRICAL CONTRACTOR SHALL PROVIDE All LABOR AND MATERIAL FOR MAIN POWER TO THE PUMP PANEL, AND FOR 115 VOLT POWER BETWEEN PUMP PANEL ANB SPRINKLER PANEL DRY CONTACTS. SPRINKLER PANEL {BY OTHERS) SflALL INCLUDE A PUMP RELAY START PACKAGE. WHEN THE TIME CLOCK IN THE SPRINKLER PANEL IS ENERGIZED, THE DRY CONTACTS WILL CLOSE AND ALLOW POWER FROM THE PUMP PANEL TO FEED.TI-IROUGH THE DRY CONTACTS AND BACK TO THE PUMP PANEL, THEREBY ENERGIZING 11-lE PUWP . . ENTIRE UNITTO BE FACTORY FINISHED wn·H TWO COATS OF AN APPROVED COLOR GREEN 'RUSTOLEUM' FACTORY ENAMEL FINISH, WITH TWO COATS OF 'SINCLAIR' CHROME OXIDE #15 TO BE APPLIED ON THE BASE AFfER FIRST DEGREASING AND WIRE BRU.SHING. , THE SERVICES OF A FACTORY TRAINED REPRESENTATIVE SHALL BE MADE AVAILABLE ON THE JOB SITE TO CHECK INSTALLTION AND PERFORM THE START-UP, AND INSTRUCT OPERATING PERSONNEL. (CONTACT SOUTHERN CALIFORNIA PUMP SALES AND MANUFACTURING 714-966-1095} A REPOR~ OF THE START-UP DATA, INCLUDING VOLTAGE AND AMPERAGE READING PRESSURE GUAGE READl~'GS AND GENERAL OPERATING CHARACTERISTICS SHALL BE SUBMITTED TO THE ARCHITECT FOR RECORD PURPOSES. THREE SETS OF OPERATING AND MAINTENANCE MANUALS AND CONTROL PANEL WlfllNG DIAGRAM SHALL BE PROVIDED TO THE CCNTRACTOR. BOOSTER PUMP MODEL NUMBERS: _& -------~···· -·---·-· t POC-'G': CONSTANTFLOMODEL # 52Bf'115P4·5.U--DEFGHll(M 'I ( POC-'H': CONSTANTFLO MODEL# 458P81 P4-3.0-DEFGHIKll < (t P:c-'1': CONSTANTFLO MODEL#458P81P4-3.0-DEFGHIKM / ~---''-•..__r ........... ~ ---..--....,;-,.-...../.../ I t ' I j ' ! ! I ' \ ' \ Existin iter presswrn at upstream sjda of meter ' Re • ~I pJessurti ' \ ' ' ' \ \ \ ' \ \ ,_ \ TOTAL PRESSURE fl.EOU!REO FOR OPERATION Existing water prnsswrn at 1.1µstn.1J1m side Qf meter Rosldual preszure •,, ._P,'-r~s"-,"'-'''s'''-''"-'''c.''"-''cc'-'-"'-"ng._ _________ __,__..,_;;~ '· • \ 't-, --<,---:-.. '.\LL P~?E ~Cf!;OSl;l (,Oli!CRETE BENCH DRAINS . SHALL BE ':!''SI,Al..lJ::D ~ ~LV(\Nl~D SLEEVES PEA DETAIL 'L' SHEET '\b.1, \. \ '-\ '·.... \ .• _.,.;.;_ ...... __________ __, 'cqilWACTO/l SH/Ill ADJUST THE $?RAX PANE'f\_NS BY INSTALLING THE APPRO-. ', P-,RiATE 'llA. IN Blllll..!PC' SC,REENS, PRIOR Tb USING'\:THE ADJUSTING' SCREW. • -. & 2-:ZS R'EL.~D DRAW/Al6 ',: _& •h~I t\i,i., ilZltll,AfJoi-J U~ •. ,, \ RIDGE RQAD ST A. 33+00. 00··44+23. 03 I . 0:: . ..., • ::, • • I t;''~\i.l.J 9 9:i_l/5Sc__j,l,QP!gQ,..!z""idJllf'~'.f!' 0U"i:''''1!✓0~·•~b=~~=----------.-----11<n THIS DESIGN DIA RAfy!MATIC. A~L' ~J~_fi• t-J '°" =w 1:.-f" ,.,, )/ES, ETC., ,s ow~ W\THif! P~ED ".~ • t!Af!KI DATE DESCRIPIO!I PREPAAE!l UtlOER .IS. FO!l'---OESIGN Ct · .. IFIC~JIOJl~NL'I Al-JO ,; n-=-===,_R_E_l/-ccI-=s"'a"'i1::;1sc:..:....:=--isUPERVIS!ON OF SHALL BE "JNSJALLE .IN Pi.A i (j,-AAEAl:r·-· • H.lt-"-E-S!-"-.,E-,~====----+--8-..,-.,-E--.~"~A-T-,,--.----~~-t wHENEVEF! .. Poss LE'. • · , '------:'-• " "" " .,,..._ .. '° 1:111c. rm. DRAWN CHECKED AS SHOl/ll JUNE 88 SHEET __:. 40A o.. 79 \ ,' \ \ \ I / / l I ' I \ \ \ I ,_ I \ \ \ \ ' \ _, \ / \ I ( \ j \ \ \ i I \ \ \ -, ,, ' i I \ / \ I / / ! / / / f / / I / / I ! ' I I / I \ \ / -\ \ \ \ \ \ \ ! \ \ \ \ \ \ ' \ \ \ I \ ,..,,. \ \ \ \ ,/ / \_ "'-,..._,= I i ' / / ) I \ i / Recl.:.imctl iriiglltim, wH1cr Gasket straimll' Ct.") ~astc,r val'J6 (i 1//l'') lrrig~tirin main line pip<' Lateral linii pipA Electric "rernot~ 'control va!ve Pre:emmi required ~t sprink;er ter {2") M,sc. Loss (20% of total p' ,1g loss) Elevation Loss Check valvo / ( I / URE REQUIRED FOR OPERATION ater pressure at upstre~m skl1:1 of meter / / 1178.0D 943.00 3,70 2..70 2.00 5.90 4.00 4.60 35.00 L98 32.48 / I I I I \ i \ WA HR MHERS AND , AU. CONNECT!?NS TO lRVlN! RANCH WATE,R_,.... DlSTRlCT FAC!UTlEJ.,.MUS:L_~E APPLl~D FOR AND/OR Af't ROVE~ JllR_?Uc;i.H -THE 'lkV!Nc' '''7(,\NCH WATBC"'!lfSTRICl" -su~DIVJSJQ.tJS!Df_Y-.LO,,MENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OB:AINING SERVICE CALL (714) 453-5300, !Is ~ , I I 'ONSlTE APPROVAL t:'C-l/,)_"i_l_,,i.ttt __ DA!E_l:_i'~-\,i;,,~ .. --" --~-... ,_., __ .. -· -...... '' ----... ..-··--·-- ALL PIPE ACROSS GOIIICRETE ,BENCH DRAINS SHALL BE ___ ,,.,,- INSTA~LED IN GALVANIZED,,SLEEVES _f'ER.DEfAIL .. ,p-·SHEET .. ···-----" 1.5 CONTRACTO~ SHALLADJUST THE SPRAY 'PATTERNS B,Y INSTALLING THE/ APPRO- PRIATE R,(\llf Bl\'!Dl'PC' SCREENS, PRIO~• TO USING 'fHE ii\DJUSTING SCREW. , ! /· / I ,,Tl-llS--□E1'ilGI/, I~ DIAGRAMMATIC. ALL PIPING, ,- VALVES, ETc:-;-,__~J-IOWN &,!THIN PAVED AREl,IS - IS FOR DESIGN CLAR!Ff\:ATlON Of!L 'I'.-AND, / SHALL BE INSTALLED IN PLANTll}<'.l,-AR,EAS WliENEVER-·l'OSSrBtE: ,,, I i / i ! / / I / I I i I I ' \ \ I i I / ! i· ' I i \ I I \ \ ' I I - ' \ I \_ \ / 1 _Li /2 n ch e); I / / / i , \ \ \ \ \ ' \ \\ \ \ i / / \ \ \ \ \ \\ \\ \ \ \ \ \ \ I I I I ' ,_ \ \ l i I ·--~----~-··· _,,,,..,. i / ,II, ,- //_/ f on I _,/ / --' ~/ ! ' ! ! I I ', -'-".-),,,·~::. , I I gl i n • / ! I , I/ ·_/ ": ,,' I >/ I / i I / _,' / 2 I ' ' ! I I / RIDGE PARK 44+23.03 STA I f / • / / ! ' I -\ .. \ \ \ I ! / / I ROAD 53+50.00 -,, \ ' \ \ ,/ ( l l PREPARED UNDER i.:Mc::A.::.R:::K"-' D:::A.:;Tc::ECL-_ _::D.::.ES;:_C:.cR=P-'-0"-N"-' -----ISUPER'I IS !ON OF ________ _ REVISlOt!S SHEET 41 DESIGNED DRAWN GRD, -m JJP CHECKED SCALE AS SHOWN DATE JUNE sa. rm. 2261 30-Jun-88 09,49 AM OF 79 / 3092-5102 ..J "- ';'·-'.::,: Y''-' ,, ' ,\ \ ,, ' ' \ \ / / ,./_,,.· i / __ ) I / / \ I \ I \ \ / ( \ \ \ \ \ / j I I I J / / I I l l ! I I I \ \ fl/ 01·· .···:;;,; "' / L '( ' \ \ I • \ \ ' \ / ' I ! \ \ ' \ \ \ I \ ·L \ ' ' ' • _, IL I I / hi '1\.;, Ii._.) -,_,_ U'i ,osr I I I / I I / / / Lh't-1/T'S OP' GHtl/D!NG ,;.iNO PERA1/'T --.. , .... j / I / I / \ I / i I , , / I i \ \ / / / I / / I I I / I I I I i ! I \ CONTROLLER 'G' LOCATION.I5':P.,-~J WALL MOUNT CONTROLLER IN A VMJDAL PROOF ENCLOSURE, SEE DETAIL 'H', F;Nt,I. LOCATION TO BE APPROVED DY Tl !E LANDSCAPE ARCHITECT. COORDINATE THE 120VAC POWER TO THIS LOCATION AND MAKE THE FINAL HOOK-UP, , No1c: IIJ5[4t.i... IN <'.:o JJOt?ST,0 /?llMF a?WA/671"'c:4M, or . llle: ,s ASi:e T -ST l",;JI Ale/'-.411/ D 17-1-le.40 or,Tl-let1.4S~ l#Jl,Ve. I / / \ \ I \ ! ' ! \ ' V> \ I '\ \ • z ii 'I 11 II I\ / I ' / 4057 ' - ' ' ' I ; / .i i / ; i / / I ,,../ ···-,,. ' ·-,-i •,...._,_., i ! i j I . L - ' ',, ... / • IS' • ·G·<.> ,. -:,.. ' • • .... ,, ..... _:, ! • \ , I \ \ \ \ I I \ '. \ / ( I . • -:. -ff- • ! '~) _.,. -· . ~ I~ i ;r, ., iiJj \ . I j \ 11. •,. 1 ·,, .. -c1:-~· --i'.;ft ' ~::--~:-"~ i-1.114 • I ,f:' i I<[ i ~ . ,.,. , ·, . <',,-C, ' .• J •• ~ . . • . ..,--0 .\~---.rllCONTROLLER 'G' LOCATION.ISCP.,-~i WALLMOUNT .• CONTROLLER IN A VANDAL PROOF t"iCLOSURE, .,.. SEE DETAIL 'H''. FINAL LOCATION TO BE APPROVED BY THE L~NDSCAPE Al,CHITECT. COORDINAJE THE 120 VAC POWER :ro THIS LOCATION AND MAKE THE ' FINAL HOOK·UP. · P.O.C.• POINT OF CONNECTION. CONTRACTOR SHALL RUN A 2112" SUPPLY LINE FROM THE 2• RECLAIMED WATER METER, TO THE· • .2• BASKET STRAINER, THEN TO THE 1112" PRESSURE REGULAT!NG MASTER VALVE. • CONTRACTOR SHALL INSTALL EACH COMPONENT IN A SEPARATE VALVE BOX. r,'~'> THE SYSTEM HAS BEEN DESIGNED FOR CB GPM MAX AT JG. I • PSI MIN. v,.,,, THE RECLAIMED WATER METER ISTO BE PROVIDED BY THE CONTRACTOR AS COORDINATED BY 'IRWD'. ALL PERMITS, FEES, ETC., Sf'.All BE.THE RESPONSIBILITY OF T~(;~1~ED BY THIS WATER.METER• • (, 27'S/fao SQ. FT. -::. ..... , •. -.. ... _._.,,_~-...,,......,,,.,..,, .. ~.--.....--.,.,,.,,.,, ~. ANNUAL CONSUMPTIVE USE. 27/2 AC. FT. /YEAR. < ; PRESSURE CALCULA TIOf~ FOR COJ\l, ROLLffi 'G' VALVE 'G·23' @ 52 GPM I-IGL {HYDRAUUC GRADE L1NE) ZONE' 'G' ii 78.00 f;1ETni !cLEVATtDN 1060.00 r'i!GHEST HEAD CLEVA.TION , 1 "165.00 .,,. Reclaimed irrig11tion wate~ im:,rnr (2"J 0,70 Sa$kflt strniner (2") •. 0,20 :vta5t~r valve (t 1/2") Q,-00, ltrist.tion mair; line p;pe C:J'.30 ' 4.50 L~tt./ijl liM pipe Electric r,imoti'I tl')ntr:,! valve 3.5C PrcMurc. rcquirnd tit sprin~ler 40.CO. Misc. Lb-SS 120% af total piping Ill$$) ~.CO """~-· ·, 45.4'} [levt1tion Less -"• \ Ch~ck va1,..-e 5.00 ' ' ,. TOTAL PRESSURE R5:QUIRED FOR QPE T!Of~ 100.87 l:cxisting WJler preS$:Jre 1.t upstr~am side qf met?' 51.09 Residc1a! press.ure ,, : "/4, , •49,77 Pump required, ses pt,r:1p spt,c. ·:shirni.4 cf 7';i' i . ' " ' / • ' \ ' ' iRRIGATION PLANS FOR RIDGE PARK ROAD . 0 "' + ,.., "' . < .... "' ' "" ..J . ::, z -' ,,_ ' \ \ / .... , _____ _ --_., ___ _ . ..-.. ~ I / \ \ ' \ \ \ \ i \ \ / \ \ \ ' \ \ \ I / f / / i ,, ( i ' -\, I ' i !-··-v ,/ /' '1. /.J -··· -.... , ....•• ·-·-· -1871. 11/>t' / ' ! / / / I i 7 78iDO 035.'00 1 osi:f.oo L60 1.00 3.00 4,,30 5:40 I • ..... •3.so J 40.00 / 1.94 •.. ·22;;95 , .5.-00 88.69 6"1.92 ·-25,77 \ " ' / ' I I / / /, / ,/ l / ! ' ii i ' I / / •' ! --·-· ,.- \ ' / / . / I I , .. ,~ ........ _~/ _\=:-.:-- / / / I I ; / ' / I i I / / / fl.I!.[) \/,' :-~\<Jlljlliti~Z'{·" 1 .'-J !' • ~;. ici 4r; /1/,Z" f-",' / j ! ... ·, ' j '· , THE SPRAY I R SHAU, AOJUST HE APP RO- CONTRA~TOBY INSTALLING ~~NS PRIOR,,, ' Ti,RNS 'PC' SCRcc , • ' · , -:~~TE 'RAlN ~1:gjUSTING SCREW, _ : ·, • • • CROSS .CONG , LEEVES PEA; D 1 . , .. ·\ ' , ALL' PIPE 1N GALVANIZED ,s ! i ! , ; . ' • INSTALLED/ • " i I ' ' ' ' ' / .61_ TO USING T~E _ TIC All PIPING, ' ' ·-' / ' IS\DIAGRAMMA PAVED AREAS THIS, DESIGN SHOWN WITHIN. ONLY AND VA!.VES, i:~GN Cl/lRIFIC~~~N~ING\AREAS IS FOR OE 'INSTALLED IN r , SHALL R POSSIBl,;E_. ·., ENEVE \~H ~-... "-Fl~ \ \ \ \ \ ' \ \ "' , .. ....,, ... , "· •, \ \. " . ' . ·,..._ 0 -~--', • '------.. ',, '""-' '·. ·---........... , '• "- / '• ., ..... ~. --~" '•, R l7 (16153) D • , f 79 ·--...... ·sheet 43 0 . ··, . DESI GtlED DRAWti CHECl(EO D ', ENVlRO~ME~TAL , . IRRIGAilON PLANS RIDGE . SCI\LE AS SHOU!i DI\TE 8\89 PARK- / / FOR , ROAD SHEET 43 OF, 79 \ \ \ ··-··~':~\~ ' •. / I . \ \ / / \ , \ \ \ \ \ \ \ \ \ • \ / '. \ \ ' \ \ -~ ' \ \ \ \ ' ,:: ' ::~¼:',~\:' "' ' ' ! ', '. ' ' '. ·,, ' ; '; • f ' /'.hc-\,.l,. ·, '• .. ' ' ·,. . I ·< + \", '. ,,\ •,\·. . .... \· ,, '., '_;: --~-··· .•••• ~< . ,!)O' :t /. / / '_/ , /'" / / / " / \ \ \ ' . \ 11D (g 1 f ' f • • I ; ! \ / / ' I / \ f ! / I j \ \ ! f I ,. • , I / / I / .i / .. ' vA;.vE 'H-22'@ 45 GPM / / I ! I ' ' / / . i ! / ' i ' f I ! ; I I / I / "·•·"'"••-.::~ . HGL (HYDAAUUC Gfi.A0£.1.lNE_l ZONE 'G' M~TE_R ELEVATION ......... .,. H\GHE,Si"READ -EL~VA ti~~ I ! f , 11178.j)O f j1035/00 } / 1008.00 Raclaimactirrisation water rne;ter (2.") Basket strninet (2")·:""·· tl.'la,'ter va've (1 1/2"! lrrii;r~t'fott-...,.,a.in line pipe Lateral !il'U! pipe ~ '" Ei'eCi:i'Hnemo.t~.cohtrol Vii.lY8 PrMstirc r11qwirnd at $pr!r.kler-• u;o 1.06 3._oo 4.Jo ~:40 3,50 40.00 / 1.94 Misc. Loss !20% ~( total piping loss) E18Viitlci"i1'tos:r • ••• •• ·2'l:Ol5 ~ Cf,&cK __ y13.Tv.a ... --..... 11.no TOTAi. PP.ESSUftf; REOUlftED FOR O?ERAT!ON 83.69 , \;l:li!:t•r,g-Winer pres~uro at UpMt.e11-r1 side of meter. • Residual pressure, • '" 1.92: "'·--'•2:&:1-7 Pump required, see -pump, spec. sheit 40 of Jg·, .. / ' CONTROLLER 'H' LOCATION.JSC6'24 WALL MOUNT .. CO/,ltflOLLER IN A VANDAL PROOF'ENCLQ§URE, • S€E DErAIL'H'. FINAL'L-OCATION TO BE APPROVED ~Jo~c~~~~~~~~Hl~~';:;li!~~~:~t ~~ : FINALHOOK0UP. • ...... , ::"--• .... , ' ., P.o.c/4 POINT'Cif' CONNECTION. ~N'tl¾CTOR SHAlt ., RUN I\ 2 112" ,~UPPL Y 1,6NE FROM THE 2" RECtAIMED ~ I--'.[-" WAfER ME'r"ER, TO Tft"E 2" BASKET STR.~INER,·· ..... .lHEf)ITO lliE B~STER P~P. AelD THEN iO,'(HE. ' '1 1/2" GRISWOLD PR§,!S!JH~·REGULATING MAST-€,R VALVE. CONJRAfTORS~lUNSTALl:EACH COM..' PONENTINA.SEPARATEVALVEJ30X. ., , , /THE SYSTEM HAS BE!,N DE?SIGNED FOR 52 Gl'M.MAX. / ~.T 90 PSI MIN., ,, -. • .., ,THE RECLAIMED WATER METEf< IS TO BE PROVIDED BY , THlc t;ONTRACT£.R AS COORDINATED BY IRWD. All '.PERMITS;·f'E[::S, ETC .. SHALL BE THE RESPONSIBIUTY •, , Of' THE CONTRACTOR ' ·TQjALAREA SERVED BY THIS WATER METER~ , 230:400 SQ, FT .. \ 1 '.'ANNLiAL'Q?NSUMPTi\fE USE "" < 22:9 AC. Fl'WER YR. ' '. / / / E / ~~-re\-\ SEE/ ~HE: , i , I ,' 56 • ;,-Z, \ • 11:ii,• ~"~---·~'~~-,i-~-✓-.-.f~~ 1' • 11 1J >i '/11 I I I I I j I ' I S4•17!47 If. I r l j I I ,', "' , ., .... _.✓,- o/1. "· I. -r--r- -, ,,, i ./ .. ., ....... ., ... .,,~···· ··- , -, r'.. :' ;; • :~-i \-12.·-'\ ;..,-, -.-r~ • i.- ;' -·t \ ;,, VIZ"/ / / f ' I / ,/ ·' / / ! I'/ ( i / j / / ' ; i / / / / I I J i I / / J ' . / ... / ,I w,, " •, ' ,0 0 •• \ 0 0 <::[ ..;t. t'IZ" ,, 2(.0 6 I t;-u,!l...DESl~N ;S.;.,0!1'p~h!A~l0.. :ll~L. ~;Plr-lCl, .• i' \/~VES, ETC., SHOWN WITHIN. PAVED AREAS (: IS .FQRr1>(,S!GN Cl.ARIFICATIC)N ONLY.'AliD. SHAtjL 'r;lE ilNSTALLE,!l II/ P~AN:m11G\ARl,,AS "wHEflEIIE!l l'OSSIBl.iE. ,: ' • ' , \ ' • ••• \ ' \ / .,,"', / / / / I •,, , ,'·"t~ ptE l A LL i.RnrGATIOi~.h f\ I NL IN E l';>'.JJ1ESIAND S c.S.EVJ.S __ _ < ._·. ~-,'' ,.: -~~:-0~~:(1s•·.~A_¢J<pl .. ·'S·!8E·W't;;L1<S UNL~SS .. NOTEU :~" ttro~fE·l~t~ .. ~<i·-E.s· FO R<i•flM:;· H:A·:;.N Ll"t~_E..,' ,A ND ~-_j v-1iREs'·:,A RE AT CURE FACE / ORAtJGE COU~JTY E~VIRO~ME~TAL MANAGEMENT AGENCY IRRIGATION PLANS f,QR RIDGE PARK ROAD IWlK DATE OfSCRIPIOtl PREPAAEO U1lOER ic====R,-E_II_I..cScciccllc.c:lS"""-=---11supEnV!SIO~ OF --------1 DESIG!IED DRA!ilt SCALE AS SHOW DATE B\89 Di!G. !JII. SHEET 43A OF 79 / / / / 1: ' (?'~··~ ' / ' i i j j I I ' All LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALL.CD Pn!Orl, TO PAVING, PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGE:-J AND RF-JECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID RF..JECTION. • FINAL LOCATION Oi=Tf-!E At,'TOMATiC CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 120 VAC ELECTRICAL POWER SOURCEATCOt,.TROLLER LOCATION SHALL BE PROVIDED BY OWNER OR GENERAL CONTRACTOR. THE !RRIGATJON CONTRACTOR SHALL MAKE THE FIN/-J.. CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER, ALL CONNECTIONS SHALL BE PER CODE /,LL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE !RRIGATION CONTRACTOR SHA'..l FLUSH AND ADJUST A'...L SPRrNK:..ER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERS PRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE REGULATING THE PRESSURE A7 EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. THIS OESJGN IS DtAGAAMMATIC. ALL PIPING, VALVES, ETC., SHOVv'N WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL DE INST,'\LLED JN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCAi"t: ALL VALVES !N SHRtJB AREAS. lT IS THE RESPONSIBtUTY OF THE IRRIGATION CONTRACTOR TO FA.¥.ILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINl~G WALLS, STRUCTURES AND UTillTIES. THE IRRIGATlON CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WOPK HESHA:..LCOORDINATE H!S WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY lNSTALL THE SPRINKLER SYSTEM AS-SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKt-JOWN OBSTAJCTIONS, GRADE DIFFERENCES OR DIFFERENCES !N THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGIN(CRING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENTTHJS NOTiFiCATiDN IS NOT PERFORMED, THE IRRIGATION COhrfRACTOR SHALL ASSUME FU:..L RESPONS!BiLITY FOR ANY REV!SIONS NE:t;ESSARY. ALLSPR:NKLEffECU!PMENT NOT OTHERWISE DETAILED OR SPEClF!EDSHALL BE INSTALLED N3 ?ER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATION$_ R~FERTO SPECtFICATlONS FOR ADD:TJONAL DETAILED L\IFORMAT!ON. ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN I\! THE DETAlt.S ARE FOR TYPICAL !NSTALLAl!ON ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS, PRIOR TO INSTALLATION THE CONTRACTOR SI IALL VcRIFYWlTH T~lE ON-SITE GRADES. IF THERE IS AN ELEVATION DlFFERENCE OF 24" OR MORE BEN/EEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHA:.L BE INSTALLED PER THE DETAIL. NO HEADS SHALL DRAIN UPON COMPLETION. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REOUIREMCNTS, SHOULD 1i-!E STATIC PRESSUHF.. EXCEED 2Q%, SET THE MASTER CONTROL REGULATING VALVE AT 10% HIGHER THAN THE STATED SYSTEM P.EOUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE, NOT;FYTHE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL fl.:JN A HYDROSTATIC PRESSURE TEST AT 150 PS!, FOR 3 HOURS MIN!MUM. ALL ST ATE□ GAL.LON AGES lN VALVE CALL-OUTS ARE ROUNDED ,UP TO NEAREST GALLON. THE SYSTEM lS DESIGNED FOR TrlE MINIMUM OPERATING PRESSURE AS SHOWN AT EACI-! POINT OF CONNECTJON, THE MAXIMUM DEMAND OF G,\LLONS PER MINU1E IS AS SPECIF-IED, THE IRRIGATION CONTRACTOR SH . .<\!...l VERIFY THE Al//1.lLABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. t..:..LLOWVOLTAGEWIRE FROM COf\iROLLE!l.TO VALVES SHALL BESO:..ID COPPER UF #14 DIRECT 2UR1AL TYPE USE BLACK lNSULATEb WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAiNLINE PIPING WHERE POSSlOLE BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. NO SHARED COMMON WlRES WILL BE ALLOWE:D. USE E~OXYTYPE CONNECTORS, THROUGHOITT. FORM EXPANSION COILS EVERY ONE HUNDRED FEET OF WIRE RUN, AND AT EACH CHANGE OF DlRECT!ON. PROVIDE/\ MINIMUM OF 24" COVER OVER ALL PRESSURE MAINLINE PIPE AN:'.I 18' MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE !NSTALLED IN PVC SCH, 40 SLEEVE WITH 36" Mli'.J. COVER. SLEEVE LOCA.110NS TO BE AS SHOWN ON PLANS AND INST AU.ED PEA DETAIL. IN S:.OPEAREAS;INSTAU. .. SCHEDULE 40 GALVAM!ZED STEEL L1NES ON-GRADE WHERE CALLED FOR ON DRAV-IINGS, SECL,7EDTO SLOPE FACE TEN FEET ON CENTER VJITH #4 X 36" REBAR ~J-HOOK" DRIVEN INTO SLOPE FACE BELOW PIPE. ALL aurcK COUPLER VALVES ARE ro BE INSTALLED IN SHRUB OR GROUND COVEN AP.EAS WHE~EVER POSSIBLE AND WITHIN 10" OF WE HARDSCAPE ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHAl.L BE INSTALLED IN 8" D!A. GREEN PLASTIC VALVE BOX. INSTALL ALL VALVE BOXES PEF! OETA1LS. WITH STATION NUMBER'STENC!LED ON UD !N YELLOW LETTERS. 2" HiGH. CONTRACTOR SHALL TEST ALL PRESSURE MAIN LINES UNDER A STATIC PRESSURE OF i50 PSI, ANO Pfl.OVE WATEA-TJGHT. CONTRACTOR SH1\LL PROVIDE NECESSARY FORCE PUMP AN~ PRESSUR.EGAUGES. MAINTAIN PRESSURE FOR A PERIOD OF NOT LESS THEN 3 HOURS, WITH NO DROP IN PRESSURE DURING THAT TIME. ANY LEAKS FOUND DURING TEST PERIOD SHALL BE REPAIRED BY REPLACING OR llGHTENING DEFECTIVE CONNECTION, w;rH NO CAULKING OR PACKING TO BE ALLOWED. ALL THREADED PIPE CONNECTIONS MADE TO SLiP•JOINT PVC PIPE SHALL SE MADE WITH APVC THRE/;DED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCJ-:'.ET TYPE. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPF!OPRIATE DEGREE OF RADIUS FOR THE AP.EA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMiNATE SPRAYING WATER ON BUILDINGS, Hf,RDSC/\PE AND NON-!RRIGATED AREAS. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. CONTRACTOR SHALL PERFORM A COVERAGE: TEST UPON COMPLET''JN, IN THE PRESENCE OF INSPECTOR. CONTACT THE DISTRICT ENGINEERING OFFJCETWO DAYS PRIOR TO THE IRRIGATION SYSTEM 'COVERAGE lt::.:T AT (714) 4i5-7500 AND ARRANGE FOR A WAf.K THROUGH OFT HE SYSTB,1. CONTRACTOR SHAU ... INSTALL ALL MATERIALS TO COMPLY WITH ALL APPUCABLE CODES AND ORDINANCES, AS CALLED FOR IN LEGENC AND DET All DRAWINGS. CONTRACTOR SHALL GUARANTEE THE ENTlRE SPRINKLER SYSTEM FOH j\ PERIOD OF ONE Yf:AR AGAINST DEFECTiVE MATER!ALS mo WORKMANSHIP, ANY REPAIRS NECESSARY DURING THIS Tli.1.E, !F DUE TO DEFECTIVE MATERIALS OR WORKM!>.,'"-JSHIP, SHALL BE MADE AT NO COSTTOOvVNC:R. CONTRACTOR SHALL DELNER TO OWNER'S REPRESENTATIVE UPON COMPLETION EXTRA EQ:JIPMCt<.T AS FOLLO\/IS; t. ONE LOCK WITH TWO KEYS FOR CONTROLLER ENCLOSURE. - 2, THREE EACH QUICK COUPLEFl.S WITH ATTACHED HOSESWIVHS, 3. ONE OF EACH TYPE OF SPRi~KLER USED ON PROJECT, WITH n\lOOF EACH NOZZLE SIZES N,JDi"RCS TO FIT EACH Sf>RJNKLER USED. CONTRACTOR SHALL INSTALL PRESSURE MA1N LINE AND OTHER lRRfGATION SY&IEM COMPONENTS IN ACCORDANCE WITH ALL IRVINE RANCH \YAT£R DISTRICT REGULATIONS. ( SEE SPECIAL NOTES CONCERr..JING NON-OOMESTIC WATER AREAS). \ •. / / 2 , I " I I I / / ~ \ ; ) -... ---,,/· f \ \ t ,_,, / / / / I •,/ I I I :!i" /. " I I ' \ I "A ,,. tat/I .1 I I 67/ i / I f ! / • i I / I I /( ! i ' \ \ --·····~~:ir d;1s 9 -~. ---' .7/r A. B, D, , E, \ G, ,H, I, J, K, M, I ' ~ l: 'IL ' • "-.-.___ .. .,,.__ . _ _,"----, ·-·-_,..,,,.,..,,,., !HE INSTALLATION OF THE lRRtGATION WATER SYSTEM·.SHALL CONFORM TO THE REGULATlONS FOR THE CONSTRUCTION OF. IRFI\GATION WATER SYSTEMS-WITHIN THE IRVINE RANCH WA!ER 01STAICT {~!.R.W.D.) AND THE ACl?JMPANY1NG PLANS AND SPECJF!CAT!Ol'JS. ' ,; . -: ' ' ~ .. ALLON SITE CONSTANJ PRESSURE RECLAIMED AND POTA..9L,E WATER MAIN UNE PIPING INSTALLED ON THiS PROJECT SHALL BE IDENTIFIED !N ACOORci)NlyEWITH "1.R.W.tl'S~ Af(!ULAT!ONS AND THE !RRiGATION SPECIFICATIONS. , All CONSTANT PRESSURE AECLA!MED WATER. PIPING SHALL BE PURPLE COLORED PVC\, MARXtNG ON THE PURPLE COLORED PVC P!PE SHAU. !NCLUDETHE FOLLOV1\Ni3; CAUTION RECLAIMED WATER. NOMINAi.. PIPE SIZE, PVC-1120, , PRESSURE RATING l'N . ' pour-ms ?ER SQUARE . INCH AT 7l DEGREES. A.STU DESIGNATIONS SUCH AS. 1785, 2241, 2672, 3139. PRlNT!NG SHALL BE • Fl..AC'Eb CONTINUOUSl.YON TWO S!DES OF THE PIPE. •et AL~ECLAIMED WATER SPRINKLER OONTROL VALVES, SHALL OE TAGGED WITH IDENTIFICATION TAGS. ~ .... (•) TAGS SHALL BE WEATHERPROOF PLASTIC, 3• }( 4~, PURPLE 1N COLOR WITH THE wtm:Js "WARNJNG ~ RECLAIMED WATER M 00 NOT DRINK~ IW.PRINTED ON ONE SIDE,' AND ~1..v1sA • AGUA JMPUAA • NO TOMAR" ON THE OTHER ·--SJDE'. IMPR.!NT!NGSHALLBE PERMANENT AND BUI.CK 1N COLOR. USE TAGS foS MANUFACTURED SY: ,roM CHRISTY ENTERPR1SE, 21201W, STRUCK AVE., ORANGE, CALIFORNIA, 92677, 'i7:14) 711~.4142. OR APPROVED EQU/:,L , .... ""-p ".b~E rM sHN..L dE ATTACHED :ro EACH VALVE AS POLLOV.'S: (1) ATTACH TO VALVE STEM DIRECTLY OR WITi-l PLASTIC TiE-WHAP ,QB · (2) ATTACH TO SOLENOID WiR§ OiR.ECTLY OR WITH PLAS:nczrrs-WRAP .00 (3) ATTACHTOVAlVE COVER WITH EXISTlNC:: V/'J..VE COVER BOLT (b) WARNINGTAPESSHAitBE USED ON ALL CQNSTAf,ff rREsSUREMAlN LINE p;PING CARRYING POT~LE WATER. WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY fOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE POTABLS:MA!N LINE PIPING. THE TAPE SHJ\LL BE ATTACHED TO THE TOP OF.T_HE PIPE ½'ITH PLASTIC TAPE .BANDEO AROUN[HHE WARN1NG TAPf ANO THE PIPE, EVERY Fl1/E {5).FEET ON CENTER WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR wrrHTHE WORDS "CAUTION BURIED WATERltNE BEulw~ IMPRINTED, !N MINlML!M HNCH-HIGH LETTERS: BLACK IN COLOR. IM~A!NTING SHALL BE ~lNOOUSANDPERMANENT. , ~ . THE "I.A.W.o.~ sHALL BE tiOT1FIED TWO DAYS PR10R. TO TH'E START or THE CONSTRUCTION AT {714)4?'3:·l'.13Wl}ND EA'5H WORKDAYTHEREA.9"ER UNTIL COMPLETION OF PROJECT. ~ At.t PRESSURE MAIN !,.!NE P!P1NG FRm.~ THE:: RECLAIMED WATEP. SYSTEM SHALL BE INSTALLED TO MAINTAIN 10-FEET-MINlMUM HORIZONTAL.SEPARAT10N FROM ALL POTABLE WATER PIPING .. WHERE RECLAlMED ANO POTABLE W1\TER ?AESSllRE MA!N l.JNE P@ING CROSS THE RECLA!MEO WATER. PIPING SHALL BE INSTALLED eaow THE POTABl:E WATER P\PiNG !NA Pjl(, 'CLASS 200 PURPLE COLORED PVC SLE!?JE WHlCH EXTENDS A MIN!Mj.n-..-1 OF ?fEET ON EITHER S!DE OF THE POT/'.BL~ WAT~~ P!Pii\13. -PA.OVIDE A MINIMUM VERTICAL CLEARANCE OF 6 INCHES, CONVENTIONAL (WHITE) _pvc PIPE MAY BE USED FOR SLEEVING M;f,!tER)AL lF IT IS TAPED WITH 3 INCM ,v'JIDE RED WARNING LAPE WHleH READS "Cft.JJT!ON • RECLAIMED WATER." . , , THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BETWEEN THE HOURS.OF ioo P,M, AI..ID 6;00 A.M., UNLESS OTHERWISE DIRECTED BY THE b!STRI~ ENGINEER . • , . ADJUST SPRAY HEADS TO EUMlN,ATE OVEA;PRAY.ONTO AREfoS NO'.ljUNDER THE CONTROL OF THE CU&'TOMER FOR EXAMPLE, P~XH.DECKS,PRIV~TE_,PATIOS.STREETS_ANDSfDEWPJ..KS. . \_ . ~ CONTACT THE ~1.R.W.D.Q OFFlCE TWO _DAYS PR10R"To TH€'°!RR!GATJON SYSTEM COVERAGE TEST .AT (7t4)~·~ ,AND ARRANGE FOR A WALK TH~OUGH OF THE SY~TEM. .. • • Vi.,_ .,_ • ' :. I , _ .. ~-·--'·=-,.,, ,- I .N..l.ON SITE COOSTANT PRESSURE POTABLE WA1ER MAIN LINE PIP!NG iNSTAU.EDON-lHIS PROJECT SH/..U. BE iOENTlFIEO IN ACCORDANCE WITH-· THE D!STRICT'S'REGULAitct.lS AN'D IRRIGATION SPECIFICATIONS. Af.,LMAIN LINE PlPING>fo,NO CONTROL WIRES LINDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES, MAIN LINE SLEEVE SIZE: SHALL BE A , MlNIMUM OFT'h1CE (2X) THE DIMtETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHAU. BE OF SUFFICIENT SIZE FOR THE REQUIRED t,JUMBER OF \fv'!R.ES UNDER PAVING. • ALL LATEP.AL LINE PtPIN<l UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE ANDSHAl.t BE 1NSTALLED PRIOR TO PAVING. PIPE SIZES SHALL £0NFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALCBE PERMJTTED, BUT" SU8STITUTJONS OF LARGER SIZES MAY BE'. APj'ROVED. fil DAMAGED Ai\10 REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SA!D REJECTION. FiNJ\l LOCATION OF THE A!JTOMAT!C CONTROLLER SHALL BE A.0 PROVED BY THE LANDSCAPE ARCHITECT, i10 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL SE PROVIDED BY ow;-..rn OR GENERAL CONTRACTOR. THE iRRIGATlON CONTRACTOR SHALL MAKE: THC FINA!.. CONNECTION FROM THE ELECTRICAL SOURCE TO THE comROLLER ALL CONNECTIONS SHALL BE PER CODE, AU. SPR:NKLER HEADS SHALL BE SET PERPEND!CULAR TO FJNISH GRADE UNLESS OTHERV.1SE SPEClFl!;:D. THE rRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND I/ALVES FOR OPTIMUM COVERAGE WITH MIJ1.m1.'AL OVERSPR,WONTO WAL!(S, STREETS, WALlS, EiC. TH!S SHALL INCLUDE AEGULATJNG THE PRESSURE AT EACH VAlVE TO OBTAIN THE OPTIMUM OPERATlr¥3 PRESSURE FOR EACH S%"TEM, THIS DESfGN IS O!f\GAAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION Ot-:L.Y AND SH/ll.L BE INSTALLED [N PL11J..'TING AREAS WHEREVER POSSIBLE. THE: CONTRACTOR SHALL LOCATE All VALVE:S IN' SHHUSARE.AS. !TIS THE RESPONS!BIUTYOF1HE !RRIGATlON CONTRACTOR TO FM11UAR!ZE HIMSELF WITH All GRADE DIFFERENCES, LOCATION OF WAL.LS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION COf\ITRACTOi1 SHALL REPAIR OR REPLACE All ITEMS DAMAGED BY HIS WORK. HE SHJi,.l.l COORDINATE HIS WORK WITH OTHER CONTRACTORS RJR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING,_E"fC, DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVJOUS IN THE FIELD THAT UNKNOWN • OBSTRUCTiONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSlONS EXIST THAT MIGMT NOT HAVE BEEN CONSIOEREC IN THE El'-.!GINEERING. SUCH OBSTRUCTIONS OR. DIFFERENCES SHOULD SE BROUGHT TO THE ATTENTION OF THE OVVNER'S AUTHORIZED REPRESEhTATlVE lN THE EVENT THIS NOTIFICATION IS NOT PEA.FOR.MED, THE IRRIGATION CONTRACTOR SHAU ASSUME FULL BESPONSIBiLITV FOR ANY REVISIONS NECESSARY. ALL SPR!NKLEHEQUIPMENT NOTOlllERW!SE DETAiLED OP.SPECIFIED SHALL 9E iNSTAU.EO Af3 PEA MANUFACTURER'S RECOMt/,ENDATIONS A"lD SPECIFICATIONS . . REFER TO SPECIFICATIONS FOR ADDIT!ONN_ DETAILED INFORMATION. AO\/ (ANTI-DRAIN VALVES) UNITS AS SHOWN iN THE DETAILS ARE FOB 'TYPICAL iNSTAllATlON ONLY. AND MAY NOT BE REQUJRED ON ALL HEADS. PRlOA TO INSTAilATION TH:E CONTRACTOR SHALL VEF\IFY WITH THE ON-SITE GRADES. IF THERE !S /\N ELEVATION D!FFER.ENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE AfJV'S SHALL BE !NSTALlED PER THE DETAIL. NO HEADS SHALL DRAIN UPON COMPLEnON. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO St AS STATED ON THE SYSTEM REQUIREMENTS, SHOULD THE STATIC PRESSURE EXCEED 2Q,%, SET THE MASTER CONTROL REGULATING VALVE AT ,0%, HIGHER THAN THE STATED SYSTEM AEQUIREM~-,118, SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED. PRESSURE, NOTIFY THE ARCHITECT lMMErnATEL Y_ CONTRACTOR SHALL RUN A HYDROSTATIC PRESSURS TEST AT 150 PSI, FOR 3 HOURS MINIMUM. • ALL STATED GAU.CiNAGES !N VM.V'E CALL-OUTS ARE ROUNOED)JP TO NEAREST GALLON. THE SYSTEM IS DESIGNED FOR THE MiNIMUM OPERATlNG PRESSURE !.S SHOINN AT EACH POlNTOF CONNECTION, THE MA..XlMUM DEMP..NOOF GALLONS PER MINITTE !SAS SPEC1F!EO, 'THE 1RRIGATlClN CONTRACTOR. SHALL VERiFYTHE AVA1LABLEWATER PRESSURE ON THE SITE PRIOR TO THE START 9F INSTALLATION, AU. LOW VOLTAGE WlRE FAOM COf'.ITROlLER TO VALVES SHALL BE SOUD COPPER llF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED \t\l!RE FOR CONTROLANDWH!TE FOR COMMON. INSTALL IN A COMMON TRENCH 'MTH PRESSURE MAINUNE PIPING WHEW' ")OSS18LE. BUNDLE ANDTAPETO PJPE AT 10 FOOT 1NTERVN..S. NO SHARED COMMON' WlRES WILL BE ALLOV\'ED. USE EPOXY TYPE CONNECTORS, 1 HROUGHOITT. FORM EXP!WStoN C01LS EVERY ONE HUNDRED FEt'T OFW!RE RUN, ANO AT EACH CHANGE OF DIRECTION. • PROVIDE A MINIMUM OF 24" COVER OVER ALL PRESSURE MA'NUNE PIPE ANO 18~ M!N. COVER OVER ALL NON-PRESSURE LATERAL LINE All PIPE UNOER PAVED AREIIS IS TO BE INSTALLED [N PVC SCH. 40 SLEEVE Wnl-l 36ff MIN. COVER SLEEVE i.OCATIONSTO BE Af3 SHOWN ON PLANS AND INSTALLED PER DETAIL. IN SLOPEAREAS:lNSTAlLSCHEDULE 40 GALVANIZED STEEL l!:,.JES ON--GRADE WHERE.CALLED FOR ON DRAWINGS, SECC~:C:DTO SLOPE FACE TEN FE:ET ON CENTER WITH #4 X 36" REBAR ~J-HOOK" OR!VEN !NlO SLOPE FACE BELOW PIPE. ALL QUICK COUPLER VALVES Af!E 10 BE INSTALLED iN SHHUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF '1'HE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE IN9TfilED IN 3" DlA. GREEN PLASTIC WJ .. VE BOX, ,J ~ ' ~ INSTALL Ail VALVE BOXES PER DETAILS. WITH STATION NUMBER STENCILED ON UD iN YELLOW LETTERS. 2• HIGH. CONTRACTOR SHALL TEST lil. PRESSURE MAIN LINES UNDER A STATIC PRESSURE OF 150 PSI.AND PROVEWATER-TIGITT. CONTRAC"TOA SHM.l.. 1 _PROVIDE NECESSARY FORCE PUMP AND PRESSURE GAUGES. MAINTAIN PRESSURE FOR A PERIOD OF NOT LESS THEN 3 HOURS, WITH h!O DROP IN PRESSURE bURING THAT TIME. ANY LEAK$ FOUND DURING TEST..PERIOD SHALL BE REPAIRED BY REPLACING OR TIGHTENING DEFECTIVE CONNECTiON. ¼TTH NO CALU<:ING.OR PAC!{ING TO BEftll.OWED, ALL THREADED PIPE CONNECTIONS MADE TO SUP-JOINT PVC P!PE SHALL BE MADE WITH A.PVC THREADED COUPUNG. ALL THREADt;O ADAPTERS Ai\lD COUPLINGS ARE TO BE 'DUM' DEEP SOCKET TYPE. JNSTALL ALL SPRAY HBA.DS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADlUS FOR THE AREA TO DE COVER.ED. ADJUST ALl NOZZ'~Et'JTC ELIMINATE SPRAYING WATER ON BUJLDJNGS, HARDSCAPE AND NON-1RR!0ATED AREAS. ADJUST ALL VAJ..,VES FLOW CONTROLS TO PROVIDE OPTJMUM PEl=lFORMMlCE. CONTRACTOR SHALL PERFORM/\ COVERAGE TEST UPON COMPL8'.10N, IN THE PRESENCE OF INSPECTOR. CONTACT THE DISTRICT riNGJN!:ERlNG OFFJCETWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE 1E8--'. AT f714\ 476-7500 AND ARRANGE FOR A WM...K THRo'UGH OF THE SYSTEM. CONTRACTOR SHALL !NSTALL ALL l~ATEAJAl.S TO COMPLY W!TH ALL AP PUC.ABLE CODES AND ORDINANCES, AS CAU..E:D FOR !N LEGEND MD DETAlL DRAWINGS. CONTRACTOR SHALL GUARMTEE THE ENTIRE SPRINKLER SYSTEM FOA A PERiOD OF ONE YEAR AGAINST DEFECTIVE MATEAlALS AND WORKMIWSHl?. ~y REPAlRS NECESSARY DURING THIS TIME, IF OUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, SHALL BE MADE AT Nr;) COST TO OlNNER.. CONTRACTOR SHALL DELIVER TO 01,"JNER'S REPR~SENTATIVE UPON CO,\liPlETION EXTRAEOUJPMENT Mi Fb!.l.ovvs; t. ONE LOCK WITH n<ro KEYS POR COl'..'TROU.EA ENCLOSURE. • z THREE EACHOUICK COUPLERS wrrKATTACHED HOSESWNELS, 3. ONEOj: EACH TYPE OF SPRiNKLER USED ON PROJECl', WITH TWO OF !::ACH NOZZLE SIZES AND~TO Fff EACH SPRINKLER vsilo, CONTRACTOR SHAJJ,., INSTALL PRESSURE MA!N LINE AND OTHEA IRRIGATION SYSTEM COMPONENTS IN ACCORDANCE WITH ALL IRVINE RANCH. WATER DISTRICT REGULATIONS. ( $EE .SPEC!Al OO'TESCONCERN!NG NON-OOMESTIC WATER AREAS). IRRIGATION PLAN FOR RIDGE PARK ROAD \ \ . "' _, f?5:;fJKO D£Aw,;J,5 SfA.64+00.00-71+00.0 ::j nl¼, lli2., Vc,y , :z 1-S'~~+=-:.-=---=.:.:..----l\,,,,~=~=---~-'-----~--~ ARK DAY£ OESCRIPT!Oll REVISHIUS { 0 .::s / / / i i ,/ I f / / l l / i i l / / i / / / l ' • I i ' / I I I "-·~-"-~•~,E~T~E~R~P,~E"'D"Eci'S'-;T'cA"cl_"~M~P-"l~"--- 120 /240V-l\1'-3W (LOCATED @ STATION 26,62.00) .I j [------------------------:-:~-::-:--:--------11s:cc;J.A..;.;Li1E[-:=.-:=.J PARTIAL ELECTRICAL SITE PLAN 1•-40•-o· ' "'""' .. ,~,,.. ""'""""' , •• "" '""'-""' '"'-", "' ----.,. '' ' - '' JOB ,;,; 11-859 I PLAN NOTES APPROXIMATE LOCATION OF METER PEDESTAL. PROVIDE (1)2!/2" C.O. TO UTILITY POINT OF CONNECTION. VERIFY LOCATION AND REQUIREMENTS WITH UTILITY CONSULTANT. CONNECT WP JUNCTION BOX TO IRRIGATION CONTROLLER VERIFY LOCATION ANO REQUIREMENTS WITH IRRIGATION PLANS. 2 #l01l. l #!O E/G-3/4" C, 3 #IO 5 ! #!O E/G~ 3/4'' C, STUB OUT 3/4" C.O. 5'-0" BEYOND PULLBOX, CAP ANO PLACE CONCRETE MARKER. DR. 17 (16153) Sheet 45 Of 79 / E-4 MlSC. ELECTRICAL REVISIONS ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ELECTRICAL PLAN FOR IRRIGATION ~l[JGE PA~~ ~OAO STA. 1 o+'oo. 42-3 I •00. 00 @ & ';~ L?;11':'7L?)r;:;;-}fii\C,2/"? 0 R~""-i....::.:'...../.....c..-----"-'---l:pMR~E~P,~R~r'o~u~•"NoE~R'. --------,5=.H=E~E~T~ U LJL.J uLJt.JlrueJ~ l5 1-'-CMA:.::R.::K:.J,'c:D.::A.:.Tc.EL-_....::D.::E.:.S.:.CRc,lc,P_T..cl..cO.cN __ SUPERVlSlON OF ----·-------! ,---------,-----4~ ElECTIIICAL ENGINEERS • LIGHTING CONSUL1"ANTS 1----__,:R;,:E:,.,V~!!.:S'!.!..l !!O~Ne,Sc_ ___ -f-----,----,-::-:-:=---:-:=----j OF ~'lkf'lutt.$ute1:lOelrvlrlt!.CA"lt11S•fll♦J 15Hl71¥FAXJ1t4!7SJ·lS83, IDc"Ec>S'.!l~G:':N!!:EJ>.D===s=======--1 SCALE DA 1 E D\IG ~ NO· 79 l7£0ll.wlfft!Slrtt1 ~"~·CA ns.:a '"/71~1 78/.Ji!ro~MX !114J m.1!l:); IJ.-. DRAWN I CHECKED AS SHOWN .. p .. STRP,F'U~ N,U.L,R.10 .. 00.00-30+62,27 -!046l0,23JPF: 3092 1706 16-0e-t-Sl 08:20 AH I 3092-700 l j I V' .J ·~ ;:: --~--~ "'~·- ~ ''"-. ·~ ·-"'~ : -I - I ... ) .. • \ PARTIAL ELECTRICAL SITE PLAN I JOB ,G,11-859 PLAN NOTES 0 0 APPROXIMATE LOCATION OF METER PEDESTAL. PROVIDE (1)21/2" C.O. TO UTILITY POINT OF CONNECTION. VERIFY LOCATIOH AND REQUIREMENTS WITH UTILITY CONSULTANT. CONNECT WP JUNCTION BOX TO IRRIGATION CONTROLLER VERIFY LOCATION AND REQUIREMENTS WITH IRRIGATION l?LJUIS. 11 11 X 17•r X 1:2 11 l?ULLBOX WITH PARKWAY COVER MAJUC'ED nELECT.n PROVIDE 611 MINIMUM PEA GRAVEL IN BOTTOM OF PULLBOX.,STUB 3/4 11 C~O~ 5'-0 11 FROM PULLBO:iL <fr• ;~;~~E 2" SCHEDULE SO PV; ;~N~UIT F~~ :LL CON;U~S ~;~SSJ!IG STRE:ETS AND ROADWAYS, CONDUITS GROSSJNG STREETS SHALL BE INSTALLED A MINIMUM OF 36" BELOW GRADE 2 mo AND! #10 E/G~ 3/4'" C . 3 # 10 AND IO 10 E/G-3/4" C. STUB OUT 3/4" C,O, 5'-0" BEYOND PUL!_BOX, CAP AND PLACE __ , __ / CONCRE.TE MARKEl't DR. 17 (16153) Sheet 46 Of 79 E-5 ORANGE COUNTY ENVIRONMENTA~ MANAGEMENT AGENCY ELECTRICAL PLAN IRRIGATION f'A~i\ ~OAO STA.31 •00.00-52•00.00 SHEET 46 Cffl, 1/en!".ire. Will.' 220 • Irvine, CA <;;me~ 17141153-477, • FAX rm1 7Sl·1S88 ,D~E:.'Seci'.':G:::N:-:Eo:D_===;=======-1 SCALE ?700 l'wel!'&,~rm .. lhv,~""• CA nsc1 • i7J.i) o/1'17-1000 • FAX i11") 78MW1 I" .. 5 SHO"N DRAWN CHECKED ~ w DATE OF 79 »P• STRP.PLN N.U.L.R.'.)C+52.27-52,.00.00 l046!0.23JPF: 3092 i707.,, l8··0ct~91 OE',:06 AM/ 3092~700 , • ---MPF-2, 4 i\ND 6 2#1, 2#4 AND 1#6 E /G-2" C. ------MPF-9, I! .'-ND 7 2.#4, 2#8 AND l#S E/G~!-! /4" C. • PARTIAL ELECTRICAL SITE PLAN SCALE DR.17 (16153l Sheet 47 Of 79 JOB 1f11-859 ELECTT?ICAL ENGINEERS ~ UGHTING CONSUt.IANTS Or,e ~-mt,; U0 e ffl1e, CA ,2718 • f1141 753--4717 I fAX flMJ 753-151!3 3no ~ SUffi • II~. CA 'J2SO! • j7l4/ w.i:::o • FAX 11141 787.!fOl ' ' ' ,· ' ; ' . i ' \ ., ' \ \ '-.,,__., PLAN NOTES 0 © 0 G) G) ~ G) APPROXIMATE LOCATION OF METER PEDESTAL. PROVIDE (ll2V2• C.O. TO. OT!LITY POINT OF CONIIECTION. VERIFY LOCATION AND REQUIREMENTS WITR · UTILITY CONSULTANT. CONNECT WP JU!ICTION BOX TO IRRIGATION CONTROLLER VERIFY LOCATION ANO REQUIREMENTS WITH IRRIGATION PLANS. 11• X 17" X 12" PULLBOX t-lIT!l PARKWAY COVER MARKED • "ELECT.• PROVIDE 6" MINIMUM PEA GRAVEL IN BOTTOM OF PULLllOX,STUB 3/4" C.O. 5'-0" FROM POLLllOX • . -,•"'"' ,,.-· ... ~--·"~·· , .• ,._, -::·- PROVIDE 2" SCHEDUl.E 80 PVC CONDUIT FOR Al.L CONDUIT CROSSING STREETS AND ROADWAYS. CONDUITS CROSS1NG STREETS SHALL RE INSTALLED A MtNIMU\'1 OF 36" BELOW GRADE. 2#1, 2#4 AND !#6 E/G-2" C, 2# 2:, 2#6 AND 1#6 E/G-1-! /2" C. 2#4, .2#8 AND 1#8 E/G-t-1/4" C. 2:.t4, 2ff6 AND ttt8 E /G-2" C. :2#2, 2.ft G AND[# 6 E./G~ 2" C, STUB OUT 3 / 4" C,O. 5'w0" BEYOND PULLBOX, 'CAP M.JD PU\CE CONCRETE MARKER • CONNECT TO 5. HP, 240V.~!¢ !RR!GAT!ON BOOSTER PUMP AS REQ!JlRED. ) PROVIDE A GOA/2P FUSED D!SCONNECT SWlTCH WITH FUSES SIZED PER ,., E01JfPMENT MANUFACTURERS RECOMMENDATIONS, ·1 .,,,/ .. ~ '•"-.,,,,.,,c,o<.'.U/ ''-•¼.,, " ""' ~ ---.-,.-,• _,.,./ E-6 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ELECTRICAL PLAN FOR IRRIGATION RIDGE PARK ROAD STA. 52+00.00 -71,00.00 / /15 M!SC, ELECTRICAL REV. 9G PREPARED UNDER e,:...MA:;;R_K.;.c;;D .... A..;.Tc.E· ~-....c.D ... E_S_CR_I_P_T_l_O_N_---! SUPERVISION OF ----------1 REVISIONS SHEET 47 DESIGNED DR.1\\IN ,CHECKED SCALE AS SHOb/N DATE DUG. NO. OF 79 ~P• S1RP,PLN N,U,L.R.52+00.00-72•00 OD -1046!0,23JPF: 3092 1708 l8-0ct-91 08ti0 AH I 30 2-700 11 ./' / / .. I ,' •' I . I / I ,, I al I / I / / ,. l ' . l / ' I i l i * EXISTING MEDIAN NOSE SHALL BE RELOCATED TO 5 FEET BACK OF CROSSWALK AND PAINT 4 !NCH DOUBLE YELLOW FROM NOSE TO BACK OF CROSSWALK BOTH SIDES. COAST MATCH LI NE STA. II + 35.00 RIDGE PARK ROAD 'SEE LOWER LEFT 4 l\ETAIL l!'l RIDGE z "" ,::, "' .., .,. :;: ~ @i -... Wl7~ PARK _______ .. ___ _ -·-· ------ OR\\IE ROAD DETAIL u A" RAISED MEDIAN MARKING .MOTES: (D PAINT M~!llAN NOSE WIT!-1 i.llGULY Rl:FLE!:Tll/E PREMIXED .WtHTE. TRAFFIC PAltlT WITII CU\55 BEADS. © INST/ILL FLEXIBLE VERTICAL TYPE I( MIHlKEll, R7, ll lD OR TYPE 1!-1 IJN TELESPAR P!lST AS INO!CflTE!l OH PLAN. G) lNSTflLL YELLOW REFLECTIVE PAVEMENT MAllKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2' C·C SPACING ! MINIMUM 5 MARl<ERS l PLACE REFLECTIVE SURFACE oi; MARKl:RS PARALLEi. T!l CEl'ITERUNE OF ROAD\'lllY. THIS SHEET: NOTES 0 SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL. THESE PLANS, AND THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A20 (A-Cl ANO A24 [A-OJ FOR STRIPING DETAILS. INCLUDING INSTALLATION OF RAISED PAVE- MENT MARKERS CSEE SPECIAL PROVISIONS). 0 0 0 0 © 0 [I] SANDBLAST EXISTING STRIPING. ARROYS OR LEGENDS AS NOTED. REMOVE RAISED PAVEMENT MARKERS. REMOVE AND SALVAGE SIGN (AND POST. IF APPLICABLE]. PAINT STRIPING, LEGEND. OR ARROY AS NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETIIJLS. SIINDOLIIST /ILL CONFLICTING STRIPING, /IND LEGENDS YITHIN INTERSECTION DEFINED BY CROSSYIILKS. REMOVE RAISED PAVEMENT MARKERS. INST/ILL NEU SIGN ANO POST. NEU POST SHALL BE SQUAREPERFO~ATED STREET TUBE •TELESPAR" WITH BREAK AWAY CHARACTERISTICS PER STANDARD PLAN 1417. SEE TRAFFIC SIGNAL PL/IN SHEET 108 FOR ADDITION/IL SIGNING. EXISTING TD REMAIN ( l:XISTltHi !'ION-CONFUCTING SIGHING, STR!llll'lll, Al?ROWS Alill LEGENDS lHlT NOTED SI-HILL llEMAll'I.) I'.. ('\J ' ('\J lD DR. 17 (16153) Sheet 48 Of 79 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SlGNING & STRIPING PLAN NEtnJPORT COAST DRIVE AT RIDGE PARK ROAD Bi • RIDGE PARK ROAD STA.!0•00.42-30+62.27 SHEET 48 1,10:::,::EocSl,.=G.:.:,NE:,:D~==;M=.=S=. ====-,! SCALE DATE 1)1.!G. NO. DRAbfN P.N. CHECKED A.~. OF 79 AS SHOWN ' I ::r: () I- ~ RIDGE PARK '' 1 ff = 40' ROAD 1,, ' ' - '" ,, " '·' '-'' ~ I 0 0 • 0 0 -1- N \.Cl NOTES THIS SHEET: G) SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL. THESE PLANS, /\NO THE SPECll\L PROVISIONS, SEE CI\LTRANS STANDARD PLANS A20 [1\-C) AND 1124 !JI-DJ FOR STRIPING DETAILS. INCLUDING INSTALLATION OF RAISED PI\IIE- MENT 111\RKERS !SEE SPECIAL PROIIISIONSJ. " PAINT STRIPING. LEGEND, OR ARROY AS NOTED. INCLUDING INSTALLATION OF Rl\lSEO PAVEMENT MARKERS PER STRIPING DETAILS. 0 0 • DR· 17 (16153) f '"'9 Sheet. 49 o~ I ORANGE ENVIRONMENTAL MANAGEMENT AGENCY TRI\FFIC,SJGNING & STRIPING PLAN STl\.30•62,27-52+00.00 MARK DATE DESCRIPTION REVISIONS PREPARED UNDER SUPERV) St ON OF AONAN U. HINOIYEH RT 1488 (EXP 2/31/92) SHEET 49 DESIGNED 11.S. DRAl.il<J P.N, CHECKED A,i,l SCALE DATE DYG. NO. AS SHO\JN OF 79 •P., STRP.PLN N.U.L.R.301-52.27-52+00.00 1048!0,23]PF: 3092 1707 30-0ct-91 05:32 PM/ 3092-700 ~ ~ ' vi r-:r: (;) 0:::: ::;: 0 ...J w OJ w w (JJ 0-~ 0 z r-w w I (J) w w U) 0 0 0 0 + I'/') lD w z ...... ...J I u I-' <( ::L 0 0 • 0 0 + C\J LD ' ,- (JJ LLi z ..... I __, I u f- <( ::L l " = 40' ~-,4 DETAIL 22 RIDGE PARK ROAD r:::l I 1 -= 40" • DETML 22 4 THIS SHEET: NOTES 0 SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, THESE PLANS. AND THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A20 [A-Cl AND A24 (A-D) FOR STRIPING DETAILS. lHCLUOING INSTALLATION OF RAISED PAVE- MENT MARKERS (SEE SPECIAL PROVISIONS). © PAINT STRIPING, LEGEND, OR ARROII AS NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. INSTALL NEIi SIGN ANO POST. NEIi POST SHALL BE SQUARE PERFORATED STREET TUBE "TELESPAR" WITH BREAK AWAY CHARACTERISTICS PER STANDARD PLAN 1417. ::r: (.) I- ...-.:- .:t: 0 0 • 0 0 + f'I) (Q /- • LJ.. ...-.:-/..J.J I--..J (/) /JR. 17 (16153) Sheet 50 Of 79 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TR~FFIC SIGNING A STRIPING PLAN STA.52•00.00-7!+00.00 SHEET 50 ~D~E~S~!G~N~ED"--===~M=.S=·==-;;=~ SCALE DATE DUG. ND. DR<UN P.N CHECKED A.~. AS SHOON OF 79 ~P• STRP.PLN N.U.L.R.52+00.00-72~00.00 -1048!0,23JPF1 3092 !706 3I-Oct-91 08~34 AM I 3092-700 ' I I • STATION CU. EXC. Ds FILL y . 10+00 / \ \ ' ) ~~--·- ·;.~;:..: - 14+00 I 15+00 16+00 17+00 !8+00 19+00 20+00 / ! I " ' 333 5,944 \ ' ' , ' 315 446 4,028 5,878 700 14,635 0 !4,10 9 0 i I i \ 15,563 0 2!+00 / rm. STAT10Jl cu. EXC. I ,'.'ILL YDS,· l I I . i ' , . SHEET 51 OF 79. • . •. cc ...J • ::, . z 1' STATION 20•00 I \ \ \ \ I / ; I / 21+00 / / ! / / i ! / / / / J I i 22+00 23+00 24+00 l \ 25+00 26+00 UM!T;,> OF E):'.TEJili') PLt\Ns;·-,.~._ 27+00 '/ I 28+00 I I . i / , ! i ! ! L ____ r:..)r ,,Ji:;~-.,-1.-::3 29+00 \ \ ·\ / / 30+00 31+00 32+00 C~NSTRUCT SANDBAG VELOCITY REDUCER PER O,C.E.M.A. STD .. • PLAN 1328, 2 ROWS DEEP. . , . \ • / .,,,,,,-,. CONS1"RUCT VEHICLE ACCESS RAMP PER 0,C;E.M:A. STD/ PLAN l329, 3 BAGS HIGH. •. ••• ><' \ • / I i DR. 1 7 ( 1615 3) Sheet 52 Of 79 I • / 33+00 OESHiUED CHECKED I /2/ 34+00 / / / / 0 I \ \ / / STATIO ~ _,~N• •-<~"····· ; . I cu. ORAW3E COUtJTY EtJV I ROtJMEtlT Al MAtJAGEMEtJT AGENCY EROSION CONTROL PLAN RIDGE ROAD STA-2!+00.00-33+00.00 SHEET 52 SCI\I.E 111\TE AS SHOVU 8\8_9 OF 79 0 ,0 :o 0 • . ,.,, I I"> ' 0 0 0 0 • N < I;;; -' ::, z • f - I ---- ii ., i\ ' \ I / / f I I, II / ' I I . ------. . \ .. / 1,v',,, Ci+·" / / i ,. ' / j i i I 35,00 ' -· ,;_:::_ :~ .. :-·· ., •-.. ~, •··,, ... I ' I . . • ;~.:-E_·:·::.·\: ~,,1_ r;·;:)·t:;_;·;: 1;~11 ·ti tt1:J'\_i_'•; ;-. ~..) L i~\ f'·✓ s ~ \i,,,. o'" ·,,_,._ ·' .. ··,-._ \, ' I Cr 1p le;,JiW\"Jf:~· 1·1J". {:~ i ' >,-, l \ ,...,, ""-' I \ " 1---•; r;·-·, '. ' : , -··-~-> -°',~--\ .. :r1·•-·L-~---· \--- ,. •, ,., 36•00 2,085 19,080 "'-.,, ·, ', " ', \ . . ' ': . ' • ::_:_~->~•-·;;_;, \'-".,;;;..,--\ ...... I \ \ \ -.. ,,,__ -,.::- .. ,_ "'·,. -i-~---,,--'..._- - 37+00 ' 448 / -_, 38+00 39+00 -- .,, ' 31,276 t"~\'''"',':. ,.:<'> _ -~ M·, •• '_:~,-.... _.,_f~~--:~~-.A , ~.::c:·:·:-:: c,}'.;t r:::,r:_,. . -"'"\ , _ / L f<t.?y•' ,:;::;, • ~--. ,· . • --·= 40+00 3!5 -· -·-··"'~------. -~,-•.•,w._,, ·~-..... .,,,_..,-, ____ ·---... ' -- • • " AG V. ELO"JTV R;DUCER "ONSTRUf'T SA,~DB -~ ' - ~ER o.2.E~M.A, STD. !328, 2 ROWS.J~.~_EP • CONSTRUCT DOUBLE ROW SANDBACS, 2 BAGS HIGH • \ \ • \ -- 315 17,667 \ \ \ \ 42+00 43•00 \ / / \ I \ \ 3!5 !0,670 \ \ \ I ' ' \ 44+00 ·n:"JF'"' C..'):/-(\. /.j}:.:; ~':.-S·t~;::' tJ~-·: ---I ' I \ ~'1' ii J i - / I . : l !..., J f E!JV 1 rt!Jtlr01E'.rl T AL t·lANAGEt'.t!tJT AG[tlC I I I -=-==- . I I CONTROL PLAN :-1·· /s\ [ID' 1,a EROSION ~1m··J1·G· E· P/1'.. ~S)r.., ~O~D REV. FROM ST A. !\ ,. . ~ ~ -v'\\,, , I g5 42-l"OORI TO 441-2:3RT / ~t:;dr "-) '~:s -j1---+- Df51G/l 7·Z!·S5 \ <1/4~96.S5 SY A. 31:\i-.oo. 00··44+:?.3 • 03 / &RHIJJN!i /.H.lDIFltnT!Otl~ i ' /2\ 7/11 HOVE 5lOPE'.!!rlAY FRl:lr,l /Ji ,, s~ .AP.Cll/lEOUloY SITf I .. . . ,. •' •1r11~:£PAw,m u:m:&H ..ilL,' MT, 1, ..,a,,,.•~ Ol\iE O~CC~IPIC'.l SiJ?E1W 1 S ! o:i 07 · u~, 1/4/Jt ., ' §"~T t ... ,.,_. --~Ell I s um s 07, I r:m:si mn:o ~,r. • SCI,!.!::! jl DI\TE Dt:J,, r:o,. 79 1,,_; 1-'"'t 8\QQ lot:At-f.:(,_J,C.J'.t . I CHsfJ\EU Jal"· ,:J_AO !'eJl.ec . -=:----.. -~:==~.,.;- l ·- i l I 1 L, 1[ (I I ll ! ,' I j 11 Ii II 11 I I l I • I I- I' 1! Ii i ) ~)~-· ,/ i ; f i '· ·,.,i ,~" _,........;o_i:~ . ' __ .µ~:.~~-/· --~-~,~-i ' /'··, > .,;;' \·.r ' ,:. ; ' • f}titl?.~:Xl,/J ;l4 "f/" n,;;[; J.1!7EA I \ \ \ STATION 44+00 rl I -xc I ----t., .,. C. . ' YDS. FILL ! ! I '! ' i I / 10,030 i ' ' / ' I ' 45+00 / 315 9,330 =--==v: 47,00 315 6,559 \ 315 7,537 48+00 49+00 50+00 51+00 315 _____ , ____ t 315 1 !3,026 ,..,;r.:1v' r· r;__;,r ' \ \ L- ;~· u r-,-,-· .•• , v/'","" \ ,{'"'""'· ! { \,,.J 9 , ·'@ '-------!!- 12,200 I .·i;-""'i ~c '·"7 ./ ~ ·-:,/' "'f /'\ ,' i I ' ! \ 315 8,472 ~-~ . CONSTRUCT SANDBAG VELOCITY REDUCER PER 0.C.E.M.A. STD. 1328, E ROWS DEEP ' CONSTRUCT DOUBLE ROW SANDBAGS, 2,BAGS HIGH 315 315 7,411 I 5,569 , _____________ .,,___.,_,,., ___ ,.._,+---· .---- .-(1:'l:. //) ,-·-:; .. ·· .... , •. --,, .'. i.f'J ITT DR.. ,7 (' • ,6153• Sheet 5, 1 ,, Of 79 53+00 - EROSION CONTROL PLAN RIDGE '/ / lJI l> / \ \ \ \ \ \ \ •"' N•-c,.~~••• ,-,-, / i, , ' ' . i ,, I l'·-. i ' . i ! \ ,' ., • ' -~-'c,Al::··j,::./h ..... :C\!.;, ..... '"••--·-··· 66 CONSTRUCT SANDBAG .VELOCITY REDUCER Pf:R O.C.E.M.A, STD. PLAN 1328, 2 ROWS DEEP. • • CONSTRUCT VEHICLE ACCESS R4MP PER O,C.c.M.A, STD, PLAN 1329, 3 BAGS HIGH, CONSTRUCT DOUBLE SANDBAGS, 2 BAGS HIGH. ,._ .. __ _,. ·~ '-'"• ,, ,••' . n f'. h ,:; ,,; i / ~ARJ DAIEI DESCR,Pnm1 DR. 17 (16!53) ..... REVHHO:lS / I . I / -f'l..ml~ •~i"<ll L'"':ilt':".'l!Je:l .,.·,c,c;11~,1...s"1 -vc~=n ~~-•cn~tl'i!'i •t~n i..:.:7Hl~ ~-::.Jlrs-'!l"U/~ tcs,=.:.:.r \ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLAN RIDGE PAR;< ROAD SMEEl 55 ' ' I I ' N 101 0 I "' < 0 0 • 0 0 ' ,. "" ) 0 0 0 '"' • n '" < ~ w 0:: -' ::, z ' . \ , \ ,'. Sheet 55 Of 79 DESlGIIED ., '· ··-·--SCALE I DATE i ·~-=====-===---=~·;;,··.;;;...;;..;;~--~-,_;=-=·=· ~_..;,..;;-~·;,· .,,,;_;;;_:,__~~-~-=~~-=,;;;,.....;;.;;;;;..;·:-__ =--=========~===,,.,;..;;..;;==..;;=;;_--==-~',,;·•.;,=_..;;=====~~=~=..;;.,,,,,;;,.,;=~-;,.\,,;\=;;,..~~··,;;,"""'~~---=..;,;;,,,,,========;,;,;==~""',,;,,,.;,""",,,,,;====="""'----.;;,=~--,=,,;·;;"·;,.'===,;,.,-,ea!D~R:;:A:;;,W:;:il"'~"'"==v~J~·;;;:>-;:·_~~~H~,:;;;C;;;KE:a;D~•7~:'~:!i.,~--z;,.~Lis"'.::,'1t·c~(f:"'1,:=s=-a:~:a:,;:,v"',i~.=--==---.... .,.;.= lu o:' OF a 79 "' = = ,,LO - j ~ \ ' \ \ \ j i ! ~--.. ·"-·---·- ,.., ..,, .... ---,,~-_-.. ,,.,,,, ",, \ ' ) \ , : ' ' i ! / ,I J \ \ \ \ \ \ \ \ \ \ \ ,, ' ' \ \ \ \ ' ' ' \ \ \ ,. ·" ,," f::!}:.'>-~:,.:;;;:; / / / f /. \ \ \ \ ,, \ \ \ \ \ --:/.2,;-tr I B . / l :i ' i i , I / ' \ \ , , / / \ , \ f \. ' ' \ ' i / I ; / ' } I i ' ' ' \ I ' ' ' / i \ i I ' ! f ! ' i I \ I 65 66 ' I / ! ,' ; / ! ! f ' / ,I / j ',, CONSTRUCT SAND'BAG VELOCITY RE:DUCER PER d,C,E,f,l;A, STD. PLflN 1328, 2 ROWS DEEP. • • • ! \ \ DR. 17. (16153) Sheet >6 Of 79 PP.EPMED DY THE , . !!Ei Tl'l CO~,;?Jl.!liC!O ---., j/ ORAtlGE courrrv " EtJV I !10rl~Et3T AL MAtlAGEl'IE:tJT AGEtJCV EROSION CONTROL PLAN RIDGE PARK ROAD STA. 53+50 -61,00 !lllllK DATE, DESCnl!'lOll PREPl\llEO UIIDER h / ll--~-~==---------i!S\!PEAV!S!O!I Of Ii !1ElllSHl:lS SCAf.E AS SHOlr.l DATE 8\89 SllEEJ 56 OF 79 " ~, $Q I c> I! ..:S !i ! t - I ! . I / / / • \ • \ I / -I I I I i ! I \ \ / I \ / / -~\. ·,, ~\ , . ...., / I / " i ! I , / I I ! I / I i , ' ' ! / ' I I / ,/ / // / / / ;\ i • • \ / i \ • , i I ) I ( I / I I I ' l I I \ ', . \ \ ' I I I \ I \ I I \ ' \ \ i I \ I ' I I I \ I \ \ \ ' \ \ I ' i ' \ \ \ ' \ I / ,I ! ! / • I \ \ \ \ \ ! \ ' ' ! \ i / / / • ( ·-·-----. \ I i • \ CONSTRUCT SANDBAG VELOCITY REDUCER PER O.C.EJ.1.A. \ STD. PLAN 1328, 2_ROWS PEEP. ·, \ • CONSTRUCT DOUBLE S.ANDSAGSt 2 BAGS HIGH ,, '·-. ' ·, \ ', \ \ \ • • • \ \ • ' \ ' \ ', ,, \ \ \ \ \ I ; ORAtJGE COUNTY \ \ \ i I. \ \ \ \ \ I E~JV I ROflMEtJT AL MAtlAGEMENT AGENCY ,, EROSION CONTROL PLAN RIDGE v'f! A • ROAD "" ,_J CJ z ..J "- OVERSIZE MATERIALS MAY BE PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORTS AND SPECIFICATIONS IN ALL FILL AREAS AS FOLLOWS : . IN FILLS WliHIN RIGHT OF WAY AT A DEPTH OF GREATER THAN 15 FEET BELOW FINISHED GRADE IN OTHER FILL AREAS AT A DEPTH OF GREATER THAN 10 FEET BELOW FINAL FINISHED GRADE. I J FL ' 4 Ft. T V ' Oversize layer Finish Graae Profile Aiona Laver Face .'.Jotes: Gramdar. Soll Oen:sifica by F1ood1ng ~ to Fl 1i Voids l. Roc.'.I.: layer~ may De used only if the o'ierali quantity excceas the capacity of wrnarows. :a be oetermine!l by tl'le geor:ectmlcal cn~sultant. 2. 0'1er!o1zi:: rocks ar::! cefined as rocks in excess or 12 1 nc~es but 1ess than J feet 1n maximum ~ize. 3. Overs1ze rocks snou!d be olaceo rn lavers rn 3 fo::it m,u.1rnum he1ght. • 4, Gram.ilar s~l 1 should be pvshed over reeks anct flcoa~a to fill voids. Granular -soil shal1 :near. any sc11'! whlcn has i! Unif1~a Soil Ci.ass~fication System (U6C2!:l-11 tiesianation of~~!, S?, SW, ~G;,!o/ G?, or ·Gr: with St;;, 20. ¥. ki1 f',.i1 nver-rock layers :;nould be comp.!lcr.ed to 90 percent re-lathe compaction .:.na should be fre'!! of o\/erstz:e rcck!L 6. S.:bararns and/er outlets r.iay tJe necesHry for eacn rcct. layer or -sp~ciai ctes1~r: to ::er.nit orarna(!e. co be cietermrneo ::y tile gectechn1c.:tl NiQ1 neer. 7, ·'Kock raXes or other suitable means may be required. to c~ntro1 rock plac~mcnt. ROCK LAYER Dt:_ T.AI (N.T.S.) l L. ALLU VI U I\~ f='?'J~W,:,Tti:, ~ ,_ 1\ 1~ i 1 (:1 ·; ,>A_£,;,c:;.,11_!/,) J,JCJ.[:. Al!uviurr\- AND TOPSOIL (N. T.S.) FILL SLOPF Exist1nq Profiltt l REMOVAL DETAIL " CA \i :-Jt. Will; i\ ::;:J~JVtJ~: U) l (i r-iU '::-V~;1·•~ f..U-/:l,1Ufv1 2. !'T. L'UJ' i\f'-j~•, FILL OVER CUT SLOPE SL•:3!.Jh'.A!!\l /,J;D/C'I·' (_/-.T P."i"t,1"\ l1[i.'!TH ,l\r·mj,__:: i~ Y'.'IDTH CF _m·vt.ST BEN(.J---1 (r<E·,) MA( !.?[ Pl':COM'v1!_t~J£.U ff:' 1'-:~: ·A .. l.r:tc:Hrw:·,t.L ,'::CJ\:su:.-r:...rir BA_S~D 1Jr,,1 ACTUAi 1:-:ELD cm.iJ:ri,_::;r,.1-s EJJCOL;NH]~[D UUFdt-J('; Gf~AD:'.'✓G BENCHING DETA.!LS L.R~:CUL.Af< r"H ... L H-;[::: (,,F vvt:f'..:srz::: SHC'JL...() B~. COl·,1PA2"i"[:) re, ,~;ly; R•.~•_J\i!VE cc,t,,-1PACT1C)i\< PROFILE ALONG WINDROW ·-·-··----·-.. OVERS!ZES CAN BE PLACED /:'.HHER ON A CGMPACTED FILL SURFACE OK, lN A TR[NCH DUG INTO COMPACTED FlLL AND THEN S~RROUNDED WITH GRANULAR SOIL WHJCH····sHOU:.D BE DENSiF!ED BY FLOODING. (GRANUL.AR SO:t. SHALL M[Ml ANY SOIL WHICH HAS A UN!f!ED SOE .. COti.1PACT!GN SYSTEM [U8C29,-1] DESIGf'-iAT!ON OF SM, SP, SW, GM. GP, OR GW W!TH SE ~ 20) r--it~TER!M I COMPACTED / Fl~L SURFACE I =1-~ ROCK PLACEMENT DETAIL ---·-·-·•···-... ----·--·------· --•--'•"·--· ROCK DISPOSAL DETAIL SUBDRAIN ALTERNATE (N, T,S,) DETAIi OF CANYON SU8DRAIN TERMINUS SUBDRAIN AL TERNA TE B: Ci,~_;,_r-,! r;R.A.\!lL wr:::AF~PtD 1:,; r::LTER :.:1\8RiC' ALTERNATE 8-1 ALTERNATE 8-2 N!lT£'.'i. .., 11-, AL:D,T!O!-i "'.\; f" fAIN ov~R~.!\P, IT ,::; '').!!:;;;csrrn 7Hf'.T ,'i: .. 'U-i e,\µ,f-11(: f-ic FRWi·'."i;~, .. ·1,E("; '.Sl;CH ,\::; \'il'.:-1 tU,1L-;;) .. ., 2·.1::.::::RAIN it-i$T.ALlAT:::i~, ;,:_JP,:":PAiN r,rT :'.",H,\,'_l 8[ ::-.Z'.Sfhl.LC.i', W:TH .flF_Rr"OF?f'-T1('.CJS i;OWt'i OR, (-, I i (J(A"''i(.>f-J'.) 1;~ '~ICI'),', f~G F,', Ti-ff Cf.OK(; ihll,_';,,,·_ ·::,_\'-l9:l. r.~.rn, '.'rl,\!..i.. ti[ ''lT' GRA ~ID ~'!PE • S'J{i8RA1rs _1YP[ s,.,[i['.l<f;-_'tl T_lr'F. ':.:--IJ'.I i 8C ASTM C5i)P, V,?;r,:·::c:r,:y: c;~1,1~1,: p,~r. (A,~t') (:R r,:-:n.,' ii2_i~,1, ~:ere: :-;s_ Df-' A~IM 1;1;;;:7_ :si.:Hf..DULE 4'.) ;\,'S,;';'l_(.i!·kfr~it!': f.:L(T/L:!:.M' S<"1,(t.Nf. (;\SS) 1_);.:; AS!).j ·JJO:A '.i,N ;'..5 [JI")_ -\Sll~ 81fiJ'.:i. ~.;cr-1CGJL[ +(, i"CL'•(',!"''rL ::1,:..,l).~;~:,,: P1 .. As·:-::.: (,::,,re; f'if~C OR .".P,'='1":"'()'.'S:') ES•U!V~L[;,11 '.:,F-tCi~ICXalU'\':; f(,1~ (:A.• .. :;~:N-1:.i CL-'\::/:i 2 ~-,:::_pr,'.[AOL.[ :\-·'ATF.;IA~ si.S 1:;·:/.:,;r~:t,itl SIF\,":: _'$:ZC: f'f?,...J:tH :,!'c..iS.:1,Je, : " 1 ·::o .3/4'• '.-lO 1un J/F\" ,1(). : c,J CJ(:. 4 2S 4-'.:• r,o. e 18 .33 H:J. ,';-'.'! 1-.:u, s-o _f..;(_i, 2(1(,) ' I i OU'."i .. Ci· ~'11-f :', - 4' ,:_. "iC,Ni':_f{fORA l:c, Pin: 10'!' MJ..:S. 0 C. H!)i--'.1/C)r;iAL: __ y JD' ~!AX. O,C \.'t::f;:1:c;~,L; __ ·r OFT.AIL 8 8 T-CONNECTION "'t-CT:_J,,\,l_ DIM~.>F,:(1:~:. OF fii ;_ P,i_.\'.-,.,i<El", ['1,>-,'./ CUT, KE·: w,cn-1. !<;::'-' DEi-.,h. 11,,1<' surc,r1,1i, UA.'\ SE i_;\-i,'},;(:rL, ,;;1:.1 A:;rni-1ut-:AL, i,r.·r 11['LI, S:~OCf"',\ir<, Gu~r,1'.[7 OR1\l:J, OR ,,i[Rf!C.O\. r,-Pf!~-; MA"" Bi ?-:: .. C()>/~~ENX) ~<Y ·: 'il: G[O":[i".'.i'':-H~i-L ;Yjt1°:/.IL)P.'-1T fit,,<;[r: (:;, H:l.t) c..:,,,01·":o,ts '"-SU[lf';R.A.".J ;,;:_; rf.,Li.A 7Wr,i -:;L...'~(P,\lrs P1i'E: ':,f',t.:.L ~<f. :,-,-:;fALLEf.1 \'::T--i ''F;:'.;""();>1,Ti"JrlS U:.'.WM Al t.•:')CA:1or~'S 0:..;;;:/.,;.J,\i[L, f;!Y TilC ,xc': (:1:'.:M'.,i,,L,.lAt;',, ::,H;~li CC: tJ\'.ll'f:f['()i(,\1f0 ;:,1,','. • [Sf'J;t;;;,';t¢,~;J C~:i6'~L ,~G~\~t~A~~c,;/;:'f i;\1,;r-l ;)I\ ;.,;,T1,1 D'.17'.;' ~!'\i\ }5 :),: ;.s:1,: I/ SCr,['.JU' i-, "''' t,(;fi't,_.~;.jiflslL[ '.,(.''i,C,:U-J'.:: ".,, ''":.··"-,:::R ,\~,H/. i.•:'.0:i4 !:TR ~5 O'-: A'.ci!,,1 '.:,i'.:11Ci ·1;,I. -4(.' i·'·JLr:1',YL C:H!J',R,:W p,.,\', !''v''~ ",:r<c ::,;;, f,,"PH()\'C~ l-.<)i.l<i/f,i ~-~;T '.0!:D:·;F":CA1'10t!~, rc.,r~ c.~-LTl-,:'g,,; CLASS 2 ri;:RM[ASI_[ U/,TC?1A, u. S. ':-i T At-JO ,;RD S:F\r ·;;.zr_· ,',/4" J/i:/" i<(). IW, 3 HC: WJ. :.:/J ,,10 ;21x·: Wl--1 cl(1 ,v;. "i C{1 /5 :s 33 3 ·15 AL TERNA TE A r~E.,::r:_,Rt,lt') f"':f'E SCRRour.ic.,EJ \.'/IIH f'f.R'~f-.'J.J-41 ~ MAffRIAI ALTERNATE B CL:J,r,i cr,1,Vl.L. w:-,'A'l"·C:G It, PLi~'I ~/,-;:c,c SLOPE-BUTTRESS OR REPLACEMENT FILL DETAIL (N,T.S.) M1\J1f,.\~H,1 H"iOr,1 10P 0~ SL.(if'f: I() i::m,ff1L":[NT .. PAD Ov'[G'['.<CA /A r,o:-~ Nir! RF - C0~,1i='l-,CT10'.'-! \1h'{ D~ R[C:C),1,11 •• ff:-<~>LD H'( ·:H: cH:1r:('H!-1lr."1\i. ;,":O!·~S\.iL.":Ai'✓T 8.6,S[l_r ON AC':'.JA'.c ,:·:[LG (,0!'-il} ::Cr✓'~j t-J(lJ.L: ~)U80RAit-: A.:~0/0k (;?[ATER tJi:.;"'"/H /\i>J:)/Or: w,~11"'.""' ,·-,c· I C\•.,if-"'~I" 5[f'.J''rl ('<"E._···\ '-1/s'-' t~E k'Eccr-11t-/:::t'\DED ff, rnE Cf"~"J·n-c·:H~-ncj,, u·,t--./~1_,1 iNJ·: 6A..-,fr; Er:;· s, . .';:1s:.i'Ri:'A,_~r'\x;r'101r~ow·, r::,T<)'.':T:D DUF::ii"·JG (,:<1AG1i'iC, SIDE HILL FILL KEY (N. T.S.) DETAIL DR. 17 (16153) Sheet 58 Of 79 3 inches on original drawing DETAILS AGENCY =======================================================~-•=======::==·•re================~===================•============================================;, Ii ,,, ' ,S ' ', . , ·/ 8 I'. . ~ . SEE DETAIL HEREON /"-· 1-;1 LONGITUDINAL SECTION •'t 2 BARS 4 G1RCULAR a l 2 LONGITUDINAL AS SHOWN OR EQUIW.LENT WIRE __ "' SECTION A-A <J) --1 '"3"' I -,. \TYPJ !\!OTES: . i. 'INSTALL ENERGY DISSIPATOR RINGS PER DETAIL HEREON. 2. CONCRETE RINGS SHALL SE OF CLASS 520-A-5000 CONCRETE 3. CONSTRUCT PRECAST CONCRETE PIPE PER SECTION 207-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. THE RINGS SHALL BE PRECil.Sl WITH STANDARD TONGUE AND GROOVE AS SHOWN ON THE DETAIL DRAWING HEREON, 5. DRf,INAGE NOTCH OF PRECAST S~CTiONS SHALL BE PLACED ON THE PIPE INVERT AND CENTERED ON THE PIPE CENTER LINE, 6. REINFORCING STEEL SHALL HAVE THE SAME CONCRETE SOVER REO'T AS THE AD.JOINING PIPE SECTIONS, 7. ADDITIONAL REINFORCING ST~EL MAY BE USED TO MEET STRENGTH REQ'TS PER NOTE 8. e·. MINIMUM STRENGTH FOR THE PRECAST PIPE SECTION SHALL SE EQUIVALEN, TO ADJOINING CONCRETE PIPE SHOWN ON THE GENERAL Pi.AN. 9. ALL JOINTS SHALL BE SEALED WITH PLASTIC CEMENT PER ASTM D-2822 (HENRY'S PLASTIC CEMENT # 208 OR APPROVED EQUAL) ' ~J;_~ERG'[ DIS§JJ:P,,TOR RING \!_5(~ N.T.S. ,,-GRATE ,..... <---C,S.P, RISER PER 0.C.E.M.A. -~ ! ·-DETAIL !327 \;-::= USE SAND BA\GS TO ANCHOR :,;--.-RISER, PLUG GAP INTO 123 TEMPORARY RISER PIPE ;/ D1 = I PIPE SIZE SMALLER THAN Dz C.SP. SHALL BE 14 GA. MIN. STORM DRAIN ------~CT? I ' • i I I ID' '\ €:=:tvTl='fGGeµc.y i OVf;;iRFI-Ov,.,/' ~ C')C)JN,-! D~ 11-i 1----- s=121v1 DRAIN'j PFi:'OFU_,EI ,see ~ 23 I 1.0' CHAf\JNEL lf\JLET DETAIL ( M. T.S. ) ALTERNATIVE I ' . ' ' . . •. Tr2'AF'ezc1~L CJ-/,4MWeL. '--PE:~ 0[;;;.;-r'AIL Iii $HT. 9 b"'5' ,-GEOTEXTILE FILTER RIP-RAP / FABRIC PER O.C.E.M.A . / STD. 180!1 20· OR PER PLAN FLA.t'tE TO JO' \¼1DE AT JNLET CONDITIONS ONLY. I I I i 11 I G c., 0 (.) I r--2 x RWD. HDR. COf'>lT!NUOUS -.. / (19\1,_ ____ R_E_D_W_O_O_D_H_E_A_D_E_R_. _____ _ (_::,,I (N, T,S.) 10. 1 2' TERRACE DRAIN 0---------(N-, T-.-S-._) ________ _ 1/2 0 r·:.: .... ··-:: 3 1ncnes on iDR. 17 (16153) ,Sheet 59 Of '79 .. original drawir1t; 2 '· ~ ~ ~ ~ ~ a. . •' .. ,•-1-1'~~- r" ·, .~.; .. " .. ,, . ., . ' ' ' • "' ', . ,. l , ·, .. ' . ,.. . ,-, 4'.' cp SCH. 40 G:S.P.--l ' ' . . . ' j " co .' . . . • . •·:-.• ii ii Ji· .. ' ' ' \, ·,, r I !.O' :EDISON ACCESS I • 1 OF 3/8" BENT ROD, TYP. i .8.7' IRWD ACCESS ROAD ... ' ' ,11 -. • ~ _..,. 5" qi" l./4'~ PLATE • ·--b db-;-1 Lr~z""'1'-'--/-=0_,.~ -=c=LR~ . GRIND EDGE SMOOTH---~(' /7 ~ 2•·-O" • .._;_-, I 4:-O" 5'' 5" . ., • 6" ¢ x I/ 4''. 'PLATE 1 rGRIN~ EDGE SMOOT_H I I I . I • • " ... : ·. ··\ 2 1 /2" <:p scH. 40 G.s'.P. ~:::::::'.:::::: 7, _j · · / ~:::::'::5::_,.._-::-------------3/8" BENT ROD (FOR LOCKING 1J ~ ·1 _;,.::::::::----CLOSED GATES) VVELDED i'0 .1..--~ -TO PLATE TYP . ; t,-;,-,.-~CONCRETE rOOTING , TYP. • ©ELEVATION 3 l /~:: SCH .. 40,.;G,S,P;, (GALV; S1EEL l"JPEt '~ ,,. . ' • I 4' 0" ' 33 TRAFFIC •CONTROL--_ GATE •·• . ' .. .,, .... • 8. 7' !RWO ACCESS ROAl3' IDENTICAL TO OTHER SIDE 2' -O" SIMILAR TO OTHER SIDE 3 / 8" STEEL PLAT{::. WITH-~: REFLECTIVE SHEETING ON -BOTH_§,IDES (TYPICAL) "' \ t . . .. . . ' -.'3 /8''. TYP. BENT ROD • V\/ELDED JO POST. .. -~_.;'--r.::,--. 3" ·"' -;--{,: i \ ,;..,.,!t•'"t' ,. ' • ·- . • -._• GATE'LEAF- 3 1 /2" SCH. 40 GALV . STEEL PIPE 0 ' ', .. ... I· •' . ,,, . :,':".·-.NOTE: PROVIDE ONE (ll' STATIONARY POST FOR EACH LEAF TO LOCK. INTO "OPE~~" \ •P• POSITION. ·Fl('JISH GRADE .. 3 DR. 17 (16153) 79 Sheet 59A Of ,, 1/2 Ix 2.l28 RECORP llRAWINGS ,O.;l, 97 , , · ., 0 .on I;'. I I 1 or101nal ' • 2 drowtng " •f'1.-1Wl •01,IL r,.,,11,u~1""' •L•.U ~u,t.,,,i,ia "L"®tdC_...f """"''""'""[ ·~"""'""''""" iww.•~:•vo• ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC CONTROL 'GATi:-. ' ,_ ' I ,. 2C-Sep~95 OZ15i ' ' SHEET 59A OF79 f'M / 3092--3102 1( r "'r:".~ ( rv 'ff5I' i~ = I IJVfM'\IC Sch. 40 PfPE anchor n! 10· o.c. l 1UVR-PVC Sch.40 l COIJPLING I ~ _ . l I ----'====== (~-., 2 .. -, ., ' u ~ N' 3 REBAR ·, 8 I CONCREiE BENCH Ol'if,1:1 '---J I I I \ PLASTIC VALVE BOJC 1/'JITH LOC[tiNG COVER. • .\ I-HAYWARD 72 BAS!(ET STRAINER \'l!ITH 100 MESH MONE!. SCREEN. FINISH GRADE---i I L_ Ot1E CUBIC FOOT 314"' 'CRUSHED ROCIC PVC FITTIMGS !1S REQUIRED. ~~ BASt(ET STRt\H\3E!:;; NOTE: _j_____ ... WALL MOUNT CONTROLLER • i;=== ·· --,--·-· ]'<:----VANDAL PROOF ENCLOSURE/ II ,-/, -CONTROLLER ASSEMBLY · t MANUFACTURED BY: ~ STRONG BOX " • 2115 S. HELLMAN, UNIT 1 ONTARIO, CA. 91761 '-,~,----_J (714) !!41,6992 10" l'lOUNO VALVE BOX I srE111c11. ·o.c· 0111 uo P.V.C. lee FINISH GRADE __ ~-·•;:;:;::::::::::==-----------'l,.= -..,;=~== r.a Ill.I:_:.· POP-UP SPRAY HEAD---·-_1 ,,,,,,;z/tffff:fff:: I PVC Sch. SO RISER---- . . PVC Sch. 30 NIPPLE ---- LATERAL LINE-· ! i • I 0--il"-I II ___ .] I SWING JOINT-----_; f'VC Sell. <10 ELL, AND STREET ELL '"~' ;;']:~,! ~ ,ll •· ,t~tj:, .. ''ill• ,i,, t..::.:l.,i( ~<ii!! I I ,. !i 1C __ ~.' 01u~c~ coruJP~-tiu\~G ,, &\n ~,/l[E ) _:/~~·-~~--------·-L_~_~=---\]~~---:-;·fl ~~=12J~' L~~:~~:11~P~/~ii"'~c~i-=o::.·"~J:...:P-~t1':S::E~P~~--------J SPRINKLER HEAD -I SISTANT j LOCI< SCREW , #4 REBAR anchor 24" into s!opo ADV IN RISER FINISH GRADE DR. 17 (i6153) Sheet 61 Of 79 ' l..l, 1f1i"ruT HP/"17'7 N GRi1tDE I SYMBOL 'v V 0 ffi @ (D ® RAlNBlRO R.AINB!RD RAIN BIRD RAIN BIRD RAIN BIRD RA!N B!RD GRifuNOLD ·HAYWARD NISC.O RAIN BIRD APPROVED APPROVED APPROVED SflO\/VNLJNE APPROVED SO. CAL PUMP APPROVED EX!STJNG RAIN BIRO KIMGBROS. 'I MODEL NOJOESCRIPTION AAD i DETAIL 1806-SAM-100-LA TURF POP-UP 1806-SAM-rnH-LA TURF POP-UP I .33120 65 _ 20 a I 'A' 8 'A' 25BP.!-FP-ADJ-DA-TNT-.09 IMPACT I 3.60 40 35 35/--1-PJADJ-DA·TNT-12 IMPACT i 6.40 40 35 35A-PJADJ-DA-TNT-12 IMPACT ! 6,-10 I 4G EF8-CP-PRS SER!ES ELECTRIC REMOTE CONTPOL VAf.VE. 2230 SEHIES PRESSURE REGULATING M~STEA CONTROL v;LVE. -SEE PLAN FOR SIZE. • t- ~~~~ QUICK COUPLING VALVE WILOCKING GREEN VINYL MODEL #72 SlM?lEX BASKET SmAINER. SEE PLAHS FO.R SIZE. T~i 13 UNE SIZE GATE VALVE" :sc S~RJES ELECTR!C WN.L W.OUNT CONTROLLER. !NSTP.Ll. ,NA \ANDAL PROOF ENCLOSURE SEE PLAN FOR SIZE ',V, e:,t<t-., . CONDUIT, SCH. 40 PVC PIPE, 2' MIN. DIA. UVR-PVC SCH. 40 P!PE ON GRADE. S!ZED AS NOTED PIPE CflC'.,SS BENCH !JR/\~ls ALTERLINE. UVR-PVC SCH. 40 LATERAL LINE PIPE ON GRADE SIZE AS NOTED. • • RECLAIMED WATER W.l. I "-11 TO BE PROVIDED BY 1HE CONTRA"TOR AS C_::":lRDIHATED BY IAWD. ALL PERMITS, FEES, ETC., SH~• BE' THE t1ESPCN,Sl8UfV OF THE C-ONTR!\CTOR 258PJ-FP-ADJ-DA-TNT-09 IMPACT' I 3.60 140 MODEL !<CLINE SIZE SPR!NG CHECK VALVE MODEL f(SC UNE SlZE SWING CHECK VALVE:. 40 'B'/'C' 'B'!'C' 'B'!'C' 'D' 'D' I 'E' l ,c, 'G' 'H' 'I' 'L' 'M' '8'/'C' 'N' ~--!-,'1PFR·0.u·e;>----f-8GME&f · rn n 'M T"R TO DE PRO'o'IDED D' < 001 --1 -,z = .r-16'"'·'EI' "E - i?OGPD!tl.\T[D DV IRWD. ALL PERMITS FE[G1 [TO.~ •~Ill,;; k pe NELSON APPROVED ''½r--f\ -✓, • fy ,_,,,-,;:""/~ "" Ril 'F i;;,r. s1201JQ1::;,I ' , T , o , ,,_r: en::: · ,c: nL.... ~.,u,u LFPi' or· Tl :c corffnAcror<. #7643 OUICK COUPLING VALVE WITH LO"KIN" GREEN V!NYL COYER " ~ SEE SHEET 44 FOR GENERAL NOTES • AND RECAUMED WATER NOTES SEE SHEET 40; FOR PUMP SPECIFICATIONS AND MODEL NUMBERS /./ ,..,""'' PREPARED ar . ,_.,-l'/"~ -,,_---"':_·c,,,,:<"f>~•;' ;,.._,.,,, r = ;-) THE ~!"'~""'111:'J •CIVIL l(E!TH lt!it!a:"~1t1 ~p,ll"c,el /~cf'.:,::: -L~"'l.lJ"t C0f1? l,tll ES h":l'lllrfGTU::'~ ~.~,:.:; W!IU/l't'{I; ·=inru,:nu ,_ ~, = ~ ijllt::U '1':l!U l,'_:M. f;J. =~ ,;.l'J$-= I ' ' ! r I I I i ' . " i ·1 I I ORANGE COUrlTY I EM\/IRONMENTAL MANAGEMENT AGENcrl I IRRIGATION DETAILS FOR i I ! RIDGE PARK ROAD I.& li11sl~1. eE,11. LEl,t-0D 11 e,:,v. P1P-,:, c;,fecs H I KA?.K OAiE DESCRl PT! ON PREPARED UNDER I r, llEV I SI mis 'SUPERVISION OF SHEET ll 61 DES!G!lED I SCI\LE I.DRAWi! 1CHEC~~ED .. 0/\TE mm. rm . OF ti l AS sHmm 79 O~C 0 E,M,A. T!TL~ BU<. FOR STORM Wll\!N -.,; -40[0,2JJPF• 3092 340 --f ' \ . . - - CD Si.-lRUB NOZZLE (2) FiMSi-l GRADE ® LATERAL LINE PIPE ~ @ TEE IN LATERAL LINE PJ?E f'2"i P!PE ST A8UZER, SEE SPECS. \:::d,) REFER TO SPECIFICATIONS (Z::\ SPRINKLER TIE, ~ REFER TO SPECIFICATiONS SPRlt-..'KLEI<' ST ABlUZER REFEQ TO SF'EC!FiCAT!ONS 2-UVR-PVC SCI-I. 40 ELLS ff X T> f; ONE UVR-PVC SC~l. 80 T142EADED NIPPLE UVR-PVC SCH, 40 RISER Ci-iECK VALVE, i<Ei=ER TO SPECIFICATIONS, :,; { ';\ p < K UVR-PVC--- PIPE ON GRADE, LATERAL LINE -KING BROS. CHECK VALVE , (LINE SIZE) ~---v\--U.---IT'J ''7-----ri-~ IN-LINE CHECK VALVE I wrrct:n.r v,,uve rlA.N5£D tJ,/1#4 CHEQI:. "'LV.£ -~tE/$ • rr-l'IJN, "'"; ""'"'" I 1~-1'-. .jl j , -.,--l . ·• ~ Iii<----t.AU!f'I! t::nWII" II ' Soutllom Ca!lfomln Pump Selca n Mfg. l'.O. BOlt 9285 fountain \lal!ov ,CA. 92108 ,.1--..:..;==:.:...:=::.<..=:::...::==---'-----------....., ,-----2" O!A. UVA-PVC CONTROL WIRE CONDUIT W! 2X2Y.2 TEE FITTING A"iD LENGTH OF PVC PIPE : EXTEM)m :e mo YJ.J...VE oox. -"SNAP mP EU:CTR:cAL CON'.i'JECTOR.S -P..ASnc VALVE epxw, LOCKING COVE.A 16"'X1~. 00 COVER, BHAND "R.t.V. AND STATIONNUMBffi . ... ,.,.,.MAX. , ~r:: \ ANlsH GRADE '-,--LM\.PIJ'C!.ATERALtmEOMGRA0:E.' '---o:ai:arccCOL<U'<G12'100ll>lrnJ \\,._ ______ CONmOl V"-lro . '------TuVOCU2:CFEET~Y.rCRJSH8)ROCK #l AESAA 'ii MACE SECURED 24~ ~ ""'"""" TYPICAL MAIN LINE AND VAL VE ·· INSTALLATION ON GRADE ON SLOPE " . APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND All CONNECT!ONS TO !RV!NE RANCH WATER DfSTR!CT FAC!UTlE.S MUST BE APPUED FOR AND/OR APPROVEIJ THROUGH THE !RVlNE RANCH WATER DlSTRtCT SUBDlV!SlONS/DEVELOPME.NT SECTION. FOR SPEClF!C REQUIREMENTS FOR OBTAINING SERVICE CALL (7l4) 453-5300. . j \\ ONSITEAPPROVAL µ&' IO"i ( M_ .. _. ___ DATE I• 15 • 'ilt> ORAtJGE courrrv EiJVUU'.ltJl'iENT AL M,\tJAGEMEUT AGEflCY DR, 17 (16153) Sheet 62 Of 79 . • I .. DESIO!lEO ORAWII lcHECKED • RIDGE PARK ROAD SCA!..E DI\TE I AS SHO\ill , • 8\69 I SKEET 62 OF 79 1 • .· ':ii, ' \/1 A s7 ,./ / » ... •• --rip ·-rap , ' -c·, / ~'X\ 0 )\ )~ cgoL I \ .L I/ ' \45' " I I QO / I, -ll,• ' -· u • , I \ I I / I "-...___s" fi, et -, 5' I-+ ' t--l l __ ,-, i I I I ~ ! g_ ix, 1·· I I I N t·$ A ' I ,.....--see de\oil G I 1----; ' 8'' opening~ l_ I I .... -11---" -.d.. ' / ' ' J -~, + I 1 • r -·-" + -.... -> I -.1.1-. . ' t\oV.\\tV! ~--. ..j f I ;.,L I I I s i-e I~ .I----j ;.. .. l'l _Q .. -' fillet m ' / I \ I ' r•e /"°\ I I I j .A I I I I 800 I L.. ·--+-..J. " ' • ' C} \ ' '-. /45' 1 )r I i,.· \ ,.., .._.i II v..'\i 1; I )( I.I~ G Qr l . •. -+ { 1 i )l \~ ........ I L}~-~--d>:loil C .,, \ '-c<!( \. I L '-~grouted rock as ~ .. \.-,~_) ' ' D. 1i a ~ • "" " '" ~ .. ~ z 0 .. ~ w w ~ "' B C n-:'.)ted un pfon ~) .(_) ~ r , @IMPACT TYPE PLAN ENERGY (N. T.S.) llOTEf!: I. GROUTED AND ~OIi• GROUTED RIP. RAP --Tl! CDIIFORM TO EXISTING GROIJNll. 2. !lll MllT PLACE NON-6RlllJTHl RIP• RAP ovrn GROUTED l!!P• llAP. PROVIDE A SMOOTH TRAllSITION FROM GRO!JTEll RIP-RAP HJ l!O!i-GRDUTED RIii-RAP. OISSIPATOR --,..-+--BED1J!NG "B" PER SJ), 1319 a. b C C f • ! , ~ C' SYMMETRICAL / ...,_,--•'CHAIN LINK FEN c ABOUT c ~ • / PER 0.C.E. M.A. STD. t. , / e, t SO□-O·OC v,)#4 rm ~i I SYMMErR!CAL TOP OF WALC SLOPE\ ~ \ #4 @ 18" BOTH WAYS EXISTING GA□Ut!IJ; SHORr WALL #4 @ HJ" O.C. BOTH WAYS I ----B'' t=""/LL:::r iii --#4 @ 18" BOTH WAYS ABCUT it ---:-1 't. 8"0PCNING I 1; ..-,--,-------.........-J l~I e :': (2)#4 ' I P,C,C:,,_/ SECTION B-8 6" fillet OPTIONAL CONST. JOINT fi!iet 6"rnin. min . - _l_J-,~JJ_ . . 16" LAP cur. OFF 111\Ll SECTION c-c [x:st!ng flow i;ne I DISSIPATOD #4 @ Hf both WO:;, ·1__ !front a back foce) 6)(6/10i10 wire rnest1 wbere slops:> \_ Slope t0 cor.ft)rn, • to existing r-".L. D!MENSIOl'IS * H * L * \'J ,, t ,-c ~E-t' 1. ;5" "lif * * * * t' ------ is sler,pcr than 4 1 i a"rn1n r"'" ____ _ f-----4__.fjp..§_ Dia. -~/ m~'"=· ~---! l I- SECTION A-A MOTE: M!~~-CO!-.JC, STRENGTH "" 1~000 PSI COLOP: FffO (INTEGkAL P.H·'UCATION) /'---PROV1m· CAP OF /\PPROPR!AIE LOADING // CAP,A.81UTY' // /" •• l3" c.s.r. ~12:[R TO PAVEt"1U~T su·Rf'.'ACE FOR crn~CNt:. rt: HDSE ACCESS DURING ,-(' _/, IN!T!!,L AND ruTIJR[ PAVING OF'ERAl!ONS OPTIONAL ,!1.C.C. CONST, JOINT I ~--\: ····-~ PCC DETAIL F DETAIL SYMMETR!CA.l A.80Ui ~ ------._ 4:. --- 8.J.\FFLE WALL 1" G 1r 0 o .. 0 =,,-1 "..ri ---:---=--~---::,--...!, i -;,,: O O O -7--..l.. 0~ •• 0 0 0 0 0 0 _,..,.', · 0 0 0 o c; o:J.,,;:;:,::=, 0 0 0 0 ' ! . I -·'<l•i WEAR CONE DETAIL N.T,S, .· ,/ SPACE @ 25D' (TO REMA!rJ IN PLACE) -----UFTiNC 1.UGS PER ~JANUC-ACTURER'S // f~t·coMMtNDAT!Ol,j (TO RLMAl~J /IF) LR li\JSTALU'<I JUN) BAND LAYOUT N,T.S. J:~_QJES: I LTRE!KH ·-4" M!r,J BOTTOM ·1. SLURRY SHALL COMPLY WITH CLASS 100 [ 100 TRENCH GACl<IILi. SL.L:R~Y STANDARD SPi:.C1f· ret,J:()f>.JS f-"OR PU8UC WOriK~.:; u;NSl K'.JCT10i~ 1 :JF\5 UJiliON OR LAI ER SUi-='F'L[MUH GR ~:..OJTION. 2. SLURRY Af-.JO OTHFR BACKFILL PL.ACtME:Nf SH/-1l l. rJE G!~UUGHT UP [CUM.LY ON 80TH SIDES. 3 8ACKF1LL Ct)f;,PACTION SHALL GE. AC;COMF'LISI-IEtl ffr .td[THODS THAT CIS!ORf THE P!PE. 4, FOR PIPE INSTA1_LP.TIU~S IN PUBLIC OR PP.lVATE STREET R/W, SLURD'~c.,-- SHA,l.L BE A fJIN!MIJlvl OF 12 INCHES ON SIDES ANO TOP C:F ~ - TRENCH, DETAIL 0 CC/\TfrJG -SF.I~ i'>!OTE /]3 SEE GEiAIL ''A" HEREON 2. A 1'.1ECHANIC.AL FlN:SH!NG PROCESS SfiAL.L 8E USED T·J Pf?ODUC[ PROfiLt AND Fli~IS:4 !N or~~: PASS AS ;\PPROVED BY 1:-:.M./\. CONSF<'.UCTiOr-,,; f';IVISIQr~. 3 PROTECTIVE CO.ATINGS: (A) EXTEr-~IOf~ CU/,t!NG. Tr-ff ExTCF/IOR oF· THE P'P!: /•ND_ 8" RIS[F:S $11.LLL BE. COATED WITH A 50 Mil. TH:CK AS Pi 1/\I_ T M1\STIC (Cl)l\L TAR EPOXY) PF.R AASHTO M 243--81 [:!Y THE. MANUr:/:i,C1URER PRIOR TO SHiHA!:f'll. (8) ii-lSfALLATION Of LW 1!1-..!G LUGS AN[; STEEL r:z[INf()RCMENT SHA.LL 8£ ACC0~1'.PUSH[D PR!OR TO APPLICt,110N or-c::.J;\T!NG MA.lERlt.1.. 4. COf\JCRETE INVERT SHALL s:::: iNSIA.LLED A~ER COMPLETION OF BACKFILL OPERAT10N PIPE ANO INVERT PAVING DETAIL / / L-0.PS BOTlOM Hf,Li=;- / SEE DE.TAIL HE.J/[:Ji~ j 1 -BAND -==-'-<~-SRP I~ //_~'<"-.:_/,..~fl J B I I B ELEVATION N,T.S. / ~~_...,,.,.., ~~ k_~·~ H'fDRl-'>.UUC CYUNO[RS POWERED BY f,AANlJ/1,I_ fllJMP TO [XEJH PRF.Ssur~r· AC;\INST COUPI-.ER TO fllPE WALL DURING !NSTALL'\TION rn.I R1BS WiTH Buro. RU8i3LR COMPRESSED @ COUPLER ~7 . ~ ND M:N. 1 :[ , '·-· BUTYL. RUBBER 1-':H FOR BETWffN sc~::ws ft..K #, , '"'1::-WS-----' SEC~J3 N.T.S. BAND LAP DETAIL N,T.S. HEADWA~L SHALL BE MONOUTHiC, LAP ALL BARS AT CORNERS JO !J!AMETERS If NOf CONTINUOUS, ;-(2) #4 OR #5 A PLAN ELEVATION NOTES: 1. HtAOWALL '.:;HAI..L 8E CONSTRUCffD OF CLASS A CONU~ETE. 2. Rt:l!\lrOriCING STffl SHAU BE NO. 4 8/\I~~; FOR "V{' UP TO 60". ABOVE "Vv' =GO" NO . 5 BARS SHAL~ BE USED. 2~ Mir~. CLE/'1RP,NCE, 30 DIAMETER LAP, AI_L STF[l 3. ADJACENT SLOPES SH.A.LL BZ 1-! /2 TO 1 OR Fl.AT:ER 4. MUL,..IPLE PiPES TO BE SET WiTH LONG- ll"UOiNAL CENlERS 1-··2/3 [!I/\M~TtRS /\PARi. 5. ALL FXPOSEJ• CORNERS TO Bl f-W~mDE.D J/4" Rr\DiUS. 6. "w" SHALL. H~ INCRF}--,StD WHEN r,L11_T:P~.E PiPES OR PiPLS ON SKEW AR[ USE.D. ~ WING-TYPE. •HEADWALL(N.T.S.) / SEE NOT[ 2 REINFORCING DETAIL CON1 iNUOUS 9ff BE_ND #4 OR #5 12" O,C. FA. WAY SEE NOTE 2 SECTION A-A DIMENSIONS PIPE L E F. \V DIAM :14" 4'--9" 2'-B" 4'-0' :2:-6" 30" s· •-5" 3'-·0" 4 , ·." .. D 3· -0" .36" 5'-D" .3'--4" 5'-0" j' -8'' 42" 6'· 7" 3'--8" ~•-,ff' 4 '--2" 48" 7'-3--4-'-0" 6'-0" 4'--10" 54" i'-1cl' 4'-4" @'-a," 5'-4" e,o" q'-0"' o'~o"' 7'-a," lY-o" 18" ,i:-a" 11!-4" 31_(;" 2'-0" b3" 9'-3/' 5"'-r 11_9,1 < b' -1" 72." IZ-1I" 7'-2." tD-9'· 16'-6'r DETAIL DR. 17 (.16153) Sheet 63 Of 79 1 1/2 0 1 2 ~ -.. --., - 3 inches on odginal drawing 1--ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS PREPARED UNDER SHEET E DE T S 11---'---'---------·-li SUPE'RVISiO~~ OF-----------63 f l ~; 0Q\1--_S_P_i_R_A_L __ R_IB __ P_I_P _____ A_I_L___ UES!G!iED REVISIONS SCALE D1\TE; ~;:-NO. DATE O.F ~·Z 'L~~=================================================;======v===============(=N=·,,T=, s=·,,>==============================================================~~=1!,,.,==========1b'~JP~.A;w;:'-l,;:.9~--·;;;cy;·;;;~·-·~---~1C~H~E~C,~'E;;;D~;;;~~~I A"S=S,,·f·=IOj\\;"'N.1,,'·,,,;Ai/'Y"'.. 111=?13=8~:=~~;;"~===:!=~7=9;,,_:d 00 ~ . o-_p t. , 1 l I (,., ! s .3) CASE f~I N.T.S. .. • CASE tJ2 Pli"ECAST P.M.H. CONCREre :SLAB SY OrH£RS 40 !)IA, MIN, LAP : 1 ,<;:Ul /,17'/L -. - CONCRETE BLOCK WALL CORNER BAR DETAIL N.T.S. l SECTION B N.T.S. IF'/.vl I ( \ I /. 8' 6' CF. '. . P Jvl.H. IN CUT AREAS N.T,S. 1 ' B" BLOC.K WALL PER 1 ✓REIAINING WALL Sl:J./EDU I .. , 3' \ 1/2 0 TCJF OF PREtAST ==1JC"LT \ I :..'~~ le.-. ' j \1 / \ \ ,, l.JV'i LPAD ELEVAT!ON !'ER / PLAN / SECTION "A-A" / \ ) / , I \ ' SECTION "A-A" 2 3 inches on original drawing I ORANGE COUNTY !ENVIRONMENTAL N1ANAGEMENT AGENCY I 7 DETAILS P.M.H. RETAINING WALL 0 fr:, ,\shi., REY. SCE'.PAO tJETAllS SHEET 64 \ \ . \ \ '/ ·• Oa,;: I 4"). t1; 0 /~ 8 _Q:. ,,. C !!>~ ·tlMITS OF PERMIT SHT. 65 SHT. I 5HT.6b I ~ 1"1''-'i '" 0 --1 ,,-.,. ·.JJ l!] ~ "' ~ GRADING PLANS LIMITS OF PERMiT .PLANS FOR RU)GE SCALE: !1't: !00 1 DATE: PARK ROAD _SHT. 65 OF 79 -:±; I 0 / 0 ! + / / / i .• ... ·r:,'b !1'1;). .-<~. ~" ••• , ,-'--. I I I \ MATCH LINE SEE SHEET r \ \ I" " 100· \ SHT. GS NO. STA. 73-r30 SHT. GRA.DiNG PLANS LIMITS OF PERM\T PLANS FOR ! VISTA SCALE: l:'-::100 1 DATE: RIDGE ROAD SHT. 66 OF 79 l"·",.... ____ =--__ ~_=_-=--_-=·::·_•-_-• ·:~--=_= __ ~::-_·=·:_·::::::::::::::::::::::::•::.•_-_-_._-_·. _~ __ =_~ __ =_=_·_·=_~_~_"'··:···:-::· ~====~-~-~-==-~-=----~-"'==-aa=-==~· ='-~--'·==·-""•=··"'·--:-__ .,,__, __ ~J.lt""·'""".:zz:t~,..,..~~~ -~.,,,.,,,,..,,_.. .,.,,..,...,...., • --~-:--.. ~~-----=-==~--L~-~-~~ .. -s,~ -......,.,...,~-. ==-=====•·•=·•=·-=-=-~-' =---~-""'""""-=-...=~===-~=-==---=--=---=-=--==------=--=-~--=-~========================================-i';) i I I l I II I I J \_: _,/ I j_ ·--~---··-·-···--·---.,----------t --if V ... -··· ------ 08 NEMA PHASE 1 01 02 ----! ______ 02_--+-----ic-_e.s_J_--+i __ 06 ___ ! __ e>7_._J ... ~~9.r~g1N~!!_ON FUNC!~!!.J_____ ~ _____ ; -*-~I __ *_' __ I __ *_· __ i __ * ____ L_ _ ----~-----··-·-.l.---:*~----__ L ___ *_·. _ _, cl.. DETERMINED SY MASTER COMPUTER DURING COORDINATED OPEllA •ION. SEOUE~!Cf:: WITH CALLS ON ALL PHASES. POLE ::N:o•==i =P=°r=~=!=E=D=A:i T=:=E=IG=h=·•==~-- 1 -~-~~-· ~-L-+ __ M_.~_:~_-i;.:...;@_1~-~~_:_;s_--1-_:_~_1~--N=' A=iL==M~=~- O -. _u-:_:~_I_:_;c_o._+i _:_: 0 _t._~_u..,.~P_:_~-~-r_i_L~_:-+_T_Y:_~_u,,_' _N_D_A_;_1~ 0 _E N __ ···-➔-J_,~o_:_ 5 L_m_ 1 LY_;_E_' ,,._· ;_~_i-; ffi ! 2~:70 + ::: __ :5:5~~: :=~~ _ 250 ::::~ ' ___ 3MAS : :;:~-i . : -;---:-:--!---:--,,-----:·:~::~: 0). 19-4-70 r ··;C' 30' ••• 12'. 1 _20_0_··:I _ ~V-1-~ _-~ 2MA:$·-[ ____ ?_~~~~--~~--c--, ----~E--r,-C-~~ ---2--'.~--,x-8-'--0-.-t---N-e_w_po_r\_C __ oa_sl __ _ 0 [ _ IA ! ;~;-··----~-; ---1 W-1-T • --_i SP-l--CS 1----8 ® I 29-5-70 : 30' 55' 15' 250 SV-1-T : 3MA.S I ____ SP-!-?_____ 8 -~)[ M ; 10' -------• i ----------TV-1-T ; --! SP-1--CS -~"·~--·-·----+------,.-i···--·---·-··""'~-------+----_,_,,,,,. +----····-···--···· ---+-------j 2 NW -... _ C i 3'-0!Jx8'-0" s ' SW .. ·----1-··-"···-"'"" i SW s 2'-0":d'--0" 0 ! 19-4-70 _ ~ ..... _ 30' l---3_0_' __ ,_ __ l~' _ 2?? _____ --=~-~:~'. ·! zr~:AS. j SP_·-_1_-CS_+--'-~! __ N_W_-+_C_, --2_.'-6 __ :::8_'--0_'__,--"---~~-~-\::~~r•tc,~-~-s!_7 ,{ G) f" !A , 10' ---.•. -· --------W-1-T : ----; SP-l--CS 4 1 NE I r EXACT POLE LOCA TIOMS DETERMl!KD BY ENGINEER IN THE FIELD. s I POTHOL[ POLE FOUNDI\TION LOC.ATiONS PRIOR TO OfiDERING POLES. 11 ---.,---1 11 II I, I I I II ·I II II I• ,, ti --i-··-"-'" 08P 2 2 I 2 ; 4 ,__ _______ _ 02PP8 1 i 2 ···-·-·----! 2 . -... """"' ., -·--·· ... ·-_, ____ ,, ___ ,. ·····--··-···-f .. , .... ,.,---·1 · · · 04PPB ----! --• l 06PP8 TOTAL '------~--------··----·-------------------------------------------- \ \ \ SEE SHEET 68 ['\ •• :, i! i'~03 : l . \ . I ' -ij I~. 'ii \ . ' . • \ ! ', 1_ I I ( : =N . . I'\ • -•. _N,_ OJ --CONSTRUCT P.C. CONCRETE TYPE 'P' .CONTROLLER CABINET FOUt'sJDATION. [II-:-FURNISH & INSTALL TRAFFIC CONTROLLER FULLY WIRED IN TYPE 'P' ALUMINUM CABINET. PER THIS PLAN AND THE • SPECIAL PROVISIONS . 11] --FURNISH & INSTALL TYPE Ill ELECTRICAL SERVICE & FOUNDATION. I}]-FURNISH &. INSTALL 2" CONDUIT, NO. 6 PULL BOX, AND PULL ROPE [fil --FURNlSH l, iNST ALL 2'-. CONDUIT, NO. 5 PULL BOX, AND 6 PAIR :t22 CABLE FOR TELEPHONE SERVICE CONNECTION. TO ELECTRICAL SERVICE CONNECTION. TWISTED, SHIELDED INTERCONNECT TELEPHONE []J -FURNISH & :NS TALL SPLICE C/\BINET AND FOUNDATION PER PLAN ,\ND DETAIL F SHEET 68. [I]--FURNISH & INSTALL EVP CABLE FROM END OF MAST ARM TO CONTROLLER CABINET, TERMINATE EVP CABLE INTO SPEClt,L FUNCTION PANEL ON LEFT CABINET WALL. I]] -FURNiSH & INST ALL 2' CONDUiT, "5 PULL BOXES (UNLESS I]] --FURf\JISH & iNS TALL SlGN AS INDICA TEO. OTHERWISE NOTED), AND CONDUCTORS AS INDICATED. lill] -FURNISH & iNST ALL DETECTOR LOOPS AS INDICATED. 1~ l=-_::.J::..-=-:--= \~-- 11 I I ~ lfJDUCTlVE LOOP DETECTOR SCl1£DJJLE SENSOR UN!T CHANNEL DETECTOR -. 1 Hil5 OJ H l ·--···-····---···-··· ·---- 2 w l-02· r-21 = I-- 2-02 [}J ~ ! (')1 ,_, .,., 2 ' -···-··-·-·----1 2 (·-:i_, 3-02 GJl ol ' 4-02 -, _, ' -3 '""·-·-··-·--___ ,,, ______ ..... -., ·"~~ . 2 5-02 1 r:c, ·!T !·-01 ~ 4 !~06 ffi] 2 {4} ~--~ ---r---;G]-- ·-i (5) 2--06 UJ .L.j. 5 wl 2 (61 3-06 1 4~05 . 6 -·--·--·-----.. 5-06 I ~ j i-03 [ill 7 ---· ----··-----,-.. -·· -------·· -·-. ~- L (8! l--08 ITm •·· l 2-08 !ill 1l . --··· --· ------· ·-·------ llzl ? 3-06 ,_ jj l 1--07 ~ 9 --···· 2 {7} l--04 ~ ~ t---1 2-04 lf:j] 10 .... 2 SPARE - t+ 1 E VPl II -----..... 2 EVP2 ~ ! EVP3 :µ. 12 2 EVP4 [£'i •• DETECTOn LOOP LOCATiONS SHALL Bl i\PPR0\1£/) CY ENGlNEER IN FlELD PRJOR TO !NSTALLA T!ON, ALL DE:TECTOH UNITS $H.4LL BE RACK MOUNfED. OUAL CHANNR, DUAL OUTPUT PER CHANNEL WITH INTEGRAL COU)RGATED EXTtNS!ON ANO OELAY CAPABIUT'L OUTPUT •A• 'SH.il.ll GE TiMEO. OUTPUT •s• SHALL ff£ PRESENCE VODE FOR SYSIEM SAMPUNG ON\. Y. t4! :: SYSTEM SI\MPL£li NUMBER. 0 :c VcJ·HCLE COUNnNG SYSTf:M tNPUT NliMSER. 3 inches on original drawing --·1 ~.. ---------ORANGE COUNTY ENVIRONMENT AL MANAGEMENT Ii Ii ' ll I i 11 AGENCY ij ' I I NEWPORT COAST DRIVE I 1:' ' , ~~· !\\l \ lEGElVD I ' · ·~;. : \ : \ [a·] 1 DLC I AT I ·.: I : ' ~-' ' \:I ! .. . : ,n\ \ \ o----· ----•, -. ' ·'· : • /\\ \ I ·. . E '.\ RIDGE PARI< ROAD ! @ I !f\i1S 'AL.' PL"L. BOX IN E:><!S T" C ·Ot's'ill wr· RUN I I . -: • . ~· I L_ ' ) I_ -~ I... '! -,...J! . . V . -, 110T 1-08 @ 'f\Js-T' 1 • CONDUIT It~ E·,cs -PULL. BOX SIGNAL PLAN I ~ I I i-1 _ L. ,, 1-I . I -~--I SHEU ~ 11 ).jlft.!'{i( OA':E DESCfHPf!Ot-1 PF:£PARW UNOl:'.R DR. 17 (16153) Sheet 6 7 Or 79 R E V I s 0 N s su~Ef;,v:$10t~ r.w RCE J-2:1:', [>ATE I h, 7 :I ' I ' { DE.5:Gt.'E[t D. WEA VER SCALE DATE ti. O. NO. I U :t;eg'N T.PHAM .. ! OU!CKE!:i D.L.CRUZ ft$ -SHOUN SEPT. '14 _ ___:::~~--J.?:. 79jj 0" =-~-= --"'--=-·----···· ··-~·-···-· : ... .. ~--.:0.-M• ----.. ---------------- (/) 1. II II '1 I. ii ' !/ '! I • I I DET Ail A 4-St.CTIOI✓ SIGNAL 11EAD 12'LENSES ® (J) © ® / SIMULTANEOUS 111,,_ -----------i tl " I ij I ! I Ii ! II ! l ' 11 11 I DETAIL E 5-SECTION SIGNAL HEAD 1 ?" L~l\1SEC: ""''-b-!~ ._,. lll/TERC01VP✓ECT SPLICE CABINET l 3i" PADLOCK HA'SP . ~--16' -·------ 2•--, .. -1 , ... ·"' l I -t ·i f .I ;-1~.-+,-_-~1~.i~°'JE' ____ ,.,! L -~ I -, ~ , f ! i 61// ~ l r i t l j l I. ,.... " .,, -. _ ... L . I • L.O.t1D i /,,.., ,··\ r'"1 a· ,., "' ,._ ~· ... ,,. : ;' ? FRONT •-. * • ½------+' -;,u. v· ! •(2-,.c. --i------,.__~,_ i _., l ' /: :•·-·---· 141/q• __ ,,_, ___ 1 ! / ~-----··22'-···-----_,,,.! -" ,;c. !2i<1" I ' ___ t NU1-.HJER OF CONQUlTS ANO S)ZE MAY VARY TYPlCAL Pl AN VIEW FRONT ViEW SIDE VIEW NOTES -DETAIL F '· 2. 3. FOUNDATION TO St 22" X 22"~ ANCHOR BOLT PLACEMENT PER CAB!NET MFG. TEMPLATL ENCLOSURE SHALL BE FURNISHED WITH J}., DET.&CHt,BLE MOUNTJNG BASE. ALL F ACTbRY lNSTALLED COMPm~nn s SHALL BE l!.L. us TED OR PER PUBUSHED N.[.C" STANDAFmS. 11 •1. A j'4~ CONSTRUCTION GRADE PLYWOOD PANEL SHALL BE FAS1ENE.D TO 11 1 ) 5. ;~~L:~~:~~:~~i~~;:~:~~s\~~~\::i ::E:c:!~~~~ci~:,~;~~t:~:L;:iA~:· B: 1 -- 25 F'ORCELAlN i'Jf-llTE~ □ET AIL G COf{TF?OLLFR CABINET ~VIR!NG -----------··--> !O AMP A,C. COMMON ··-----!"'"IJ*"'ill~l BUS •• • -FAN ------ DUPLEX OUTLET CA81NET UGHT CON H-Wl.LER POWER AUTOMAnC FLASH STOP TIME OUT FL/I.SH RELAY DETAIL C STF?EET lt/AA4£ SIGN C0A4P0!v£NTS Ll...l u z "' " Cu -r_;i ?; ~. 2, ! } : "' . -. i ' t SECTION C -C ; CONDiJLET ON BACKSIDE __ __, NOTES -DET All C DETAIL H RAJSED A4EDIAN 1vf AR!(ING NOTES --DETAIL H (D Ptd~n MErnllN NOSE W!Tf-1 H!GHLY REr"LECT!VE ?RE.MIXED WHITE TRAFFIC PA\NT W(TH CLASS □EADS" 0 !N'5Tf,LL FLEXIOLE VERT!CAL TYPE K tMRKER, R7. R10 O.R 1YPE N··!DN TELESPAH POST AS ih!!JiCATED 0>1 PLAN~ ,, .. :"\ (}; t~~STALL YELLOW REFLECT!Vi:: PAVEMENT t,..iARKERS ON TOP SURFACE Of" ME01AN CURB NOSE AT 2' c.c. srACl~JG (MlNIMUM 5 MARKERS/. PU,CE. REFl.ECT!VC SURFACE OF MARKERS PAfHLLEL TO € OF ROADWAY. i. 2. 5. 6. 7. 13. iL 19. SECURELY ANCHOR i/2" PLYWOOD TO BASE OF TEL[PHONE GOX. _ ··--- 8" X !O" X 1~'' TELEPHONE BOX -~ ...... DET·AIL D TELEPliONE SERVICE BOX ----- TYPE NEMA. 3R ------··----~--·-· -------,r;ffHONE STAMP "TELEPHONE• ON BOX ........ =·-----11 , --++----~--~-1 -~~--,,_~-------·--~,,,, I" CONDUIT I ! f£l !:.PHONE GROUND, RCD V2" X 3' ' GENERAL NOTES g & j i=!NlSHED GRAOE I ·is· I r .... /,LL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CAUFOHN:I\, DEPT. OF TRMISPORL\ TIO,t ST ANDAllD PLA.NS /,ND ST M~DARll SP!::CIFICA T iONS DA TED_ JULY 1991 AND THE SPECl,\L PROVISIONS FOR THiS Pf10.JECT. UTIUTIES SHOl'IN ON THESE PLANS ARE CORRECT AND /,~CUR,HE TO THE EXTpn Of l\VAIL':,BJE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQU:iilD TO ASCERTAIN __ : f!E fXAt .I LOCATION OF UNDERGROUND FAC!L.ITltS PR!OR TO DO:MG WORK T,MT MA'/ DAMAGE \UCH FAC:L1TIES OR ifHERFERE WITH THEIR SERVICE. 48 HOU:1S PfllOll TO llEGiNNlliG OF CONSTRUCTiml, THE CONTRACTOR SHALL CO!{f ACT ORANGE COUNTY E.M.A,. FOR 1NSPECT!ON AT 5G7--7800. fHE ENGINEER SHALL APf'ROVE POLE AND LOOP DETECT!OM PLACEMENT :N TIIE FIELD PRIOR TD INSTALLATION, ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED, ,I\LL P!JL L BOXES SHI.LL BE •5 UNLESS OTHFRWISE NOTED. ALL SALVAGED EOUIPMEtH SHALL BE DEUVERED BY CONTRACTOR TO OR,\NGE COUNTY YARD AT 1152 EAST FRUIT ST, SANTA .ANA, CA. CO~TRACTOR SHALL GIVE A 48-HOUR NOT!CE TO THE COUNTY PHIOR TO THE OELIVG1Y DATE. COMTRACTOR SHALL PROV!OE ALL NECESSA.RY TELEPHONE AND ELECTRICAL SERViCE LINES AND iNlERCONNECl HOOK-UP'.:, BE r WEEN lHE LOCAL CONTROLL[R AND 1HE SYS! EM MASTER. PEOES THIAN 1NDICATION SHALL BE INTERNATIONAL SYMGOL. PEDESTRiAN PUSH BUTTON SH1\LL BE TYPE B W!TH IN TERNA TiONAL SYMBOL PLATE. ALL VEHiCLE 1!~:J!CATIONS SHALL DE !2" D11\METER \'/ITH BACKPU, TES, GLASS REtLECTORS, ANO GLASS LEMSES, UNLESS SHOWN OTHERWISE. CONTRACTOR SHALL POTHOLE CO~JFUCTING UTtUTIES AS DIRECTED BY ENGINEER. CONTRACTOR SHALL AVOID DAMAGING EX!S TING UTILITIES, !SEE SPECIAL PROVIS!ONS). INDUCTIVE LOOPS SHALL BE 6' X 6' WiTH 9' SPACING lfl THE DIRECTION OF TliAVEL UNLESS OTHERWISE NOTED. ALL DETECTOR CABLE HOMERUNS SHALL BE IN THE CROSSWALK AREA. 6'xG' DETECTOR l OOPS SHALL f\E FOUR(4J TURNS . ALL OU.ADRUPOLE DETECTOR LOOPS SHALL BE TWO (2-4-2) TURNS. lNST1\L L CONTROLLER CABiNET FOUND A TiON SHALL BE 18' ABOVE AND BELOW Fi NI SHED GRADE iSEE DETAIL Dl. "CAB!NET DOOR OPFN' CIRCUiT IN CONTROLLER CABINET PER MANUFACTURES SPECIFICATIONS. .,,-7;-',.-l-~·::c.,)f ,\''r1r•1 ··"'L' ;h .. • • • ----· _,,_ ---· -- ORll~~GE COU}JTY 1 /._.::__ .1 1--'.:J ,J,Jj "'"'"''-~ i\iL,I 'd" I 6 ~ ,·,:-, c·,·:·,·, "'iJt" II ,_., :·•\1,;·, El\!VIRON:/JENT .',L MANAGEt:'.ENi AGENCY ! ·; i •hH!ti ~[18E[/}.::~R·c':~Lr-iEC'/ 'S(,l_:cc cr,s:>JCT. I /.' 1;>-:J--0H :i,J:-:,,1·'(.:D i /·! :· rJ,: co.'~: j i:: ,:: ;· ~,F'!.iC C!..S!t![-:-. I ~..., !l~!'.{-fl: iJ;D:f'.!~G CC:'FRJ..,,L~R Cf,Q,'.~E7 \','ie<,NG, ·1 l~, Ii ! (j ' -I f.''.'.'..1f:FJ ,\;: rn,:or~~~1 c ,·.;:.11. iCf: CMH1i:. '. ' °-' .-i I 12-2s-97 I RECORD DRAWINGS I I ' I SIGNAL DETAIL SHEET I ' DR. 17 (16.153) i ! . Sheet 68 0£ 79 [ . i 11 t 11 I l l i ' • I 11 ,1 ll I. ' Ii i • f ' 11 11 I . . ' I ' i I I ' I 6. PROVIDE !i2" CONDUlT FOH FUTU!{t. !!5 VAC .SERVICE. l ===~-=··==P~l<=O~Vl=DE="~~~OL=iN~"~"=·~"~-="='=IJ=E=S='P=L=IC=E=C=A~8'~,N~ET~.==================:!6===-==============================-~"="-='-~~=~·-~=~~.,=~·•=--'-·-·-="--~==~==•=•·="---"=-=--=-=-==•=-=--=' =--=====-===·· j ~-·-_I I th-, ~.ero;. DATE " < S C R ; ;, ' : o r, ?fil::PfJtt!) lU,UR I SHEET ' hoo SlA:-:RV'S:ON <W I R E V I s I 0 N s . D.'i.TE I 'O SCALE DATE (/. o. t;(). ' i rn:s.-cnru I 79 l -----·--SEPT. '34 ETD4350 OF AS ?iti'tii t_O."Ul':7! -~~·c =·~··---"'-Jsmcc~D -. -~•"~=--=~ ' I? ......... ···-.. -·-····· .. ·····--···"--------------·--· ... ------· .... ·--·-···--·------·---------... -----·-··"· _., ......... _ ---------------- 1;"' ~ \f'l § i- i - 1:l!J656 SYM OESCRIPT ION SYM ~ ~ MGC TRUNi( WITH REVERSE ► ~ AGC TRUNI( WITH REVERSE ► 1-&> MGC TRUNK -85- -G> AGC TRUNK -8Ser _, "- • ' -2,s ~ ', ~ ~. ~~ I~ ~ I I I I I I DESCRIPTION MGC TRUNK WITH REVERSE WITH BRIDGER. AGC TRUNK WITH REVERSE W!TH BRIDGER. MGC TRUNK W/TRUNK MAKER MGC TRUNK W/TRUNK MAKER AND BRIDGER SYM L_ I --0-I ...---- 1--~>--.. ' ----Q: -~ ------------13 _ _.,._ ·- --------;· l'!,, --- I I~ - > 'N - DESCRIPTION SYM DESCRIPTION -a 2 WAY LINE INTERMEDIATE BRIDGER -e.-DIRECTIONAL DUAL OUTPUT LINE EXTENDER 0 2 WAY TAP (BALANCED) 39D8 □ DUAL OUTPUT L!NE EXTENDER 4 WAY TA? PORT 1-41DB5• PORT 2-32D8 ◊ 3 WAY LINE PUTTER 6 WAY TAP BALANCED OUTPUT (-6.1) 3 WAY LINE SPLITTER U.B. 0 8 WAY TAP ' 14 15 -+- RilOGE P'4~&{ ROt~D ---- /'-I I I I I I I I , I I I ~\ /2oo1\ w ~ SYM DESCRIPTiON CABLE SPLITTER @ POWER SUPPLY - COUPLER -ii-POWER BLOCK □ VAULT/ PEDESTAL 0 LOCKBO)( -:::: TERMINATOR -----~~ U.G. CABLE ROUTING ~ I I I ~ ~ I I / I , I I 16 1 rCURB ' ' s' r 3/w ClS:fV REQUIRES MINMJM JO II COVlli'l FRCM GU1TER FLOW LIN'E. ALL CA1V. VAULTS k'\JD HllliTDHOLES l'-1UST BE SET TO FINIU, IlL'IDSCJl_pE GMDE. ALL CA'.!V -VAULTS AND WINDl!OLES MUST BE INSTALLED ON 12" GRAVEL Bl\SE, --- -- DESCR iPTiON TOTALS .750 CABLE HOUSE COUNT .500 CABLE TRUNK CABLE DISTRIBUTION CABLE At2 CABLE TOTAL. CABLE BEARING TOTAL UNDERBROUND 17 10 ' , __ 'A~ ·= . r -7 I □ 1420 (!15) I X [El 1730{!113} I 0 [ill TV 104 I "' I J @] TV 1228 -' ::, @] TV 1600 a. -W TV. 21J.OO [OJ Q 1 ODO 2' x 3' x 2' (SOLT □OWN STEEL LID) ----l" POLY DUCT ----1·112 ," POLY DUCT ---2." POLY DUCT ----3" .POLY DUCT REVISIONS DATE 19 ~o ' -- I I I I "' "' I + "' C.AT.V. DISTRIBUTION SYSTE~/i ZI me 11 06153) Sheet 1 Of 3 Of 79 I- LL w _j lLl > 0 {D <( w lLl (/) w z I 0 _j 0 :c ... 0 N ~ (\j 2 I OF 3 1 l---------+---l-------,--------------+----+-----+----'j---71 LOCATION NEWPORT COAST DRIVE TO STA. 71+00 SCALE• I " = 40' 1----------..,..~------1 ~P)][_(OJL?'-"'ii)"-'~'=·C::"'='llf"._...,?'-, __ t\4\--'l'>v, !l ~ 11 ,I 3 ~ ? ;J, r r, ~ 6 136656 ' ! I ' I I I () I I \ii l 1-' ' ! \ f-I ::z:-Qi --0 Q:: 0 Lu + ~ (D 0 "1- Q) ~ ,, I (L (2~ w PMH TO CAP ( FOR FUTURE POWER SUPPLY J -.M ~ ' ' -,DR. l 7 (16153) '\ Sheet 2 Of 3 Of 79 ! SHEET 75 °i::74 SYM DESCRIPTION SYM DESCRIPTION SYf-.'l DESCRIPTION I SYM DESCRIPTION SYM DESCRIPTION CABLE DESCRIPTION TOTALS -Br> MGC TRUNK WITH ► MGC TRUNK WITH REVERSE _L -a 2 WAY UNE SPLITTER @ POWER SUPPLY -,750 CABLE HOUSE COUNT REVERSE ·---- WITH BRIDGER, ' INTERMEDIATE BRIDGER -Ez TRUNK CABLE -BJ> -Bt>o- DIRECTiONAL COUPLER -II-POWER BLOCK .500 CABLE AGC TRUNK WITH REVERSE AGC TRUNK WITH REVERSE 0 DISTRIBUTION CABLE . WITH E!R:OGER. --µ:: DUAL OUTPUT LINE EXTENDER 2 WAY TAP □ I VAULT/ PEDESTAL Ai2 CABLE {9-( BALANCED) 39D8 BS--~, □ □ LOCKBOX TOTAL CABLE BEARING MGC TRUNK MGC TRUNK \'I/TRUNK MAKER DUAL OUTPUT LiNE EXTENDER 4 WAY TAP I o,..-----PORT I -41 DB5• PORT 2 -32 DB ◊ -TERMINATOR LB> --q~ 3 WAY LIME PUTTER --TOTAL UNDER.GROUND {9o-' • 81\LANCED OUTPUT (-6.1) 6 WAY TAP ' AGC TRUNK MGC TRUNK W/TRUNK MAKER -----·-·-U,G. CABLE ROUT!NG AND BRIDGER j--0~ 3 WAY LINE SPLITTER U.R 0 8 WAY TAP SCALE: I " = 40' . -., REVISIONS DATE C.A.TV DISTRIBUTION SYSTEM 2 OF 3 I I I I I I LOCATION NEWPORT CO/\ST DRIVE TO STA 71 +00 138650 I I 11 II SYM i-BJ> I I ti> I. -8> !-G> ,! -- C\l 1- i..L) i..L) ::c (/) DESCRIPTION MGC TRUNK WITH REVERSE AGC TRUNK WITH REVERSE MGC TRUNK AGC TRUNK SYM . DESCRIPTION ► MGC TRUNK WITH REVERSE WITH BRIDGER. {§t>o-I AGC TRUNK. WITH REVERSE WITH BRIDGER. • BS-MGC TRUNK VI/TRUNK MAKER f§o-lMGC TRUNK W/TRUNK MAKER ND BRIDGER I SYM DESCRIPTION SYM DESCRIPTION I a -a 2 WAY LINE SPLITTER I -6._ INTERMEDIATE BRIDGER -0:-DIRECTIONAL COUPLER 0 1--r,·-DUAL OUTPUT LINE EXTENDER 2 WAY TAP I,--"--(BALANCED) 39D8 '-t=E-DUAL OUTPUT LINE EXTENDER □ 4 WAY TAP , -··ll, PORT I· 4!08: PORT 2 • 32D8 ◊ ~~ 3 WAY LINE SPLIT,ER 6 WAY TAP BALANCED OUTPUT (-6. i) 0 3 WAY LINE SPLITTER U.B. 8 WAY TAP i ,I SYM DESCRIPTION C.OBLE DESCRIPTION TOTALS REVISIONS @ POWER SUPPLY -.750 CABLE HOUSE COUNT . TRUNI( CABl'.,E -fl-POWER BLOCK .500 CABLE DISTRIBUTION CABLE □ VAULT/ PEDESTAL 412 CABLE 0 LOCKBOX TOTAL CABLE BEARING -::: I TERMINATOR TOTAL UNDER!lROUND IFJlt-i~~~ LP~;-iOli:::~ "ff'l~ -------U.G. CABLE ROUTING SCALE: i H 40' = DATE CO){ COMrJJUN~CAT~Of<JS C.A.TV DISTRIBUTION SYSTEM LOCATlON: NEWPORT COAST DRIVE TO STA. 71+00 "ll 1'14\bl· ,;"_j~ -rp ~nDerE @:~;':';!JP,<? ~O~D ;= t"\ik\ i ' DR, 17 (16153) lheet 3 Of 3 Of 79 ~@o') U1GOH£fl.lWC ¼ "fl l I I I 30F 3 /! r, 71 I """" q '\ ~ I I ! !j I ! I ri • 1h - . ! I M,AX TYP / TACK WELD ( 318"• BAR TO "';!" x 3/8" TYP, HEAD WALL@ R.C.P. V .r;;CR!✓f;E 'X' I -r, --.,,---.If-'X' . ., I I '· ' ' : I ' _ _,_ ~;'-c '-r1.A n I'~ ' i i ?( ·-' ' " , /4 I I ' ,1' , I~,. I ' I '--2-"'5'-/ , -t --ALT, '✓ERT.--"' ~ ~, -\~ fJ>TO, HOOf< \ 1 i . c,;:.:: so~ , J U ~ i-!ORiZ, BENO , i ~ INTE;}:5_!3/ECTION ~ /ENQ ' ALT. __ CORNE;R f?OUBLE_CU,'"'!TAIN RE/NFOl'<:!CiNG NOTi:11 ·x· " -4&, OIA. Ar CONC, UNLEGS NOTED TVP REBAR @ INTERSECTIONS ·A ~·~::;i:BAR >-----~L._ !j_ ____ ~· 2 5 6 SECTION :"--·-"•~.,. L~ sll '2" WALL Tt..!ICKNE I," WALL V-'-0 " MAX s-------'"'~-"0 ---'="-------rv THICKNESS BEYOND 55 BEYOND' o.c. HORIZ "':'.;, 'ii) 113" EACH FA CE o.c. ilS, ~ 18-" vERT, EA 1-':'> DiA EACH F4 TYP. AT , F.ACE GONAI~ CE 4 PL/4.CE& 2~11~ VER i E4 !=AC TYP, TICAL .._ E i2" T:-IJCK C0NC. W 1ALL / __/// REINF - RE'MAIND OF WALl ER -, '/ PER~ "--=- I I I ""· 3'-0" MIN I -TOP OF WALL £1 fb," o.c. V J!; iv 18" o.c, EA WAY EA. FACE TYF· /2-'7 EA ;~A~CE I ! ,,...,.,,J • .-1 ti' ! • \ ' j -1 l/" ' I " x·: V' ' I ' ' ' i / I ! ' I , / 1'-1 -' ,~ I' • /_ t"'-I ~ I i I u -f'x I~ ' .• -✓~4~--", -·----la!. ! l 1/t· \ ~"-,. II ' I I ,. I ~1-•;, ~ ~-, ' 1/ EA FA~ "i ; I OPEN FOR ',_ 7i ~I RCP PER \ \Id ' I 1 \PLAN // --4.. l 1\1\\ r t> ,d,:\~ Al,/ I i ' ~-~,'--/,p,/ !, i ~ ... -, .,.,✓.-I I ~ It _I _I _-li/ _I -l Jl --- ,i I 4 '----BOTTOM OF 5LAS I EB I -/ 3'¢ WEEF >-iOLE J ® -RADIJ 5 LiNE OF CHANNEL BOTTOM ON INTERIOR HEAD \I\IAll AT R.C.P. 3 .,,.--L.3l,/2 ''x3":x 1.-::t "LL V / CONT {GALV) -FOR BALANCE SEE bl· SECTION AT R.C.P. 1 4 I ,,,-DRAINED N/,TIVE / BACKFILL 1,'":?''x6' UJELDED--- .5TUD ti1 t"v~•· r-----1 ' . • • •• • • l--------------------v""A"'"'"'re"'"-----------------:i·•~" M!N TO 24','1" MAX RETAINING V\fAllS AT BASIN I 1\1.T.S. 7 CONCRETE L ALL CONCRETE SHALL HAVE A MINIMUM UL i!MATE COMPRESSIVE STRENGT>-! AT 25 DAY& AS FOLLOWS, ALL CONCRETE 3250 PSI 2. ALL CONCRETE S!-lALL HAVE A MAXIMUM SLUMP NO G:REATER THA~1 4". 3. CEMENT SHALL CONFOF<M TO A&TM Cl!:>O AND AGGREGATE SHALL CONFORl'1 TO A5TM C33, 4. ALL CONCRETE 51-lALL. BE PLACED UNDER Tf.lE CONTINUOU5 INSPECTION OF AN APPROVED DEPUTY BUILDING INSPECTOR. :;,, MIX DESIGN SHALL BE REVIEUJED BY THE STRUCTURAL ENGINEER. b. PLACINC:i OF REINFORCiNC, SHALL CONFORM TO AC! 31B SECTION 15, 1h ; 1,7. 7. EXPOSED EDGES CF CONCRETE TO BE ROUNDED OR BEVELED. REINFORCINC, STEEL I. REINFORCING &TEEL Sf.lALL CONFORM TO .A5TM Ab\!, GRADE e;,O FOR ALL REINFORCING SHALL BE FROM !NDENTIFIED ,HCCK WIT!-l MILL ANAL Y51S SUPPLIED. 2. ALL REINFORCIN6 STEEL, DOWELS, ANCI-IOR 130:.. TS, ETC., &HALL f3E WELL SECURED IN PLACE PRIOR TO PLACING CONCRETE. CONTR/4CTOR Si-lALL USE TEMPLATES TO INSURE ACCURATE PLACEMENT CF ANCHOR BOLTS. DOWEL$, ETC. 3. DOWELS SHALL ElE PROVIDED AT POUR AND CON5TRUCT!ON JOl~✓T5 AND 5HALL BE THE SAME SIZE AND 5PACIN6 AS THE REINFORCING SHOWN FOR Tl-IE SUSSEGIUENT CONSTRUCTION, 4. ALL CONTiNUOU$ BARS OR DOWELS $H.ALL LAP 48 DIAMETERS IN CONCRETE, UNLESS SHOWN OTl-lERUJISE. !:>, REINFORCING 5>-IALL HAVE Tl-lE FOLLOWIN6 MINIMUM COVER&, CONCRETE AGAINST EARTH NOT FORMED 3' CONCRETE AGAINST EARTH FORMED OR TROWi=LED 2' WALLS .AND CURBS Iv,• STRUCTURAL STEEL L ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OP A5TM Ab AND SH.AL.L BE FABRiCATED ACCORDING TO AISC :"RACT!CE AND 6PEC!FICATIONS FOR BUILDING. STEEL Sf.lALL BE NEW r'EMBER& AND NOT REUSED FROM PREVIOUS JOSS. 2. STRUCTURAL &HAPE$, PLA7E5, BAR&, ETC::. SHALL CONFORM TO ASTM A3b. :,, ALL WELDING SHALL BE DONE USING THE 5!-l!ELDED ELECTRIC ARC PROCESS BY CE;.cTiFiED WELDERS U51NG APPROVED ELECTRODE&. 4. CONTINUOUS IN$PECT!ON !S REQUIRED FOR ALL FIELD LUELDING. !:>, ALL EXPOSED 5°EEL TO BE C.ALVANIZED, 1• • • ' ' ' ' ' ' ' ' ' ' --'---~"1.,_ __ ,____ 8 GENERAL I, T>-!E CONTRACTOR 51-4ALL VERIFY AND BE RESPONSIBLE FOR .ALL DIMENSIONS AND CONDITIONS AT T!-lE JOB SITE. THE _ CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND 5HOl'<ING ALL i:'XCAVATION5, TEMPORARY 5TRUCTURE5, AND PARTIALL 'T' COMPLETED PORTIONS OF THE WORK. 2. ALL CONDITIONS NOT 5PECIFICALL Y 51-101.cN OR DETAILED SHALL SE OP THE SAME TYPE ,AND Cl-lARACTER A5 THOSE 5H_OUJN FOR SIMILAR CONDITIONS, 3. ALL WORK AND.MATERIAL SHALL CONFORM TC THE ORANCiiE COUNTY FLOOD CONTROL DE5iGN MANUAL (LATEST ADOPTED EDITION) AND ALL LOCAL CODES. 4. THE CONTRACTOR SHALL LOCATE ALL EXl5TINu UTILITY LINES PRIOR TO EXC,AVAT'NC, OR SHORINC:,. ;;, LOADS, EXTERNAL INTERNAL DRAiNAGE b2,:;> FSF EFF &25 P5F EFP L BACKFILL FOR WALL TO BE NATIVE SOILS. A PERFORATED 6 NCH DIAMETER PIPE EMBEDDED IN .4 i FOOT $QUARE, 3/4 INCH DRAINAuE ROCK MA.TE RIAL l!JHICl-4 15 WRAPPED IN FILTER FABRIC SHALL BE INSTALLED AT THE BASE OF THE WALL. THE DRAiNS TO D!SCI-IARGE THRU THE WALL AS Sl-lOWN IN DE1'AiL5 BELCW. cOUNDATION5 FOOTIN6S Si-aALL RE5T ON FiRH, UNDISTURBED OR COMPACTED SOIL AT A MINIMUM DEPTH BELOW FINISH GRADE OR NATURAL GRAP:= AS SHOu..N ON THE DRAUJ:NGS. 2. ALLCLUABLE SOIL BEARINCi VALUE'S ARE BA.SEP ON SOILS REPORT BY LEIGHTON AND ASSOCIATES,iNC. DATED NOVEMBER I, l'?i':35 PN. IS402bl-04. COEFFICIENT OF FRICTION ACTIVE PRESSURE WITH NATIVE BACKFiLLL, DRAINED • • 9 /~ f'.)o.:V\j, 5"'fWf;:EN • At..10 5ECT!Ot'""!' c:;:.,t.<.,ATE !::,00 PSF .3S 62 PSF/FT Col!L 8: WEJLSUI CONSULTING STRUCTURAL ENGINEERS JOOSZ S. P4$4denn .tTte:.U/!t Swfe200 ~In, CruU'ozmk; ~---!M/15 (714) ,;oo-,mu Fi/X (714) 5'15-tiSl!JI> ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PLAN AND ELEVATIONS OF WALLS AT BASIN STRUCTURE BASIN 81 AT NEWPORT COAST AND RIDGE PARK ROAD OVERFLOW STRUCTURE DETAIL Co PT PRE'PAR£0 UNDER 1-M"'A"R'-'K.LD:cA;,,T;;,,E '::::=:::D:::Ec:S::n_l_lO_N __ -f SUPERVISION OF -·-·------, SHEET ~--~R=~=IS~l~ON~S~---~~~~~c-~~=~~~s-1 DESIGNED SCALE DATE DWG. NO. DRAW CHECKED AS SHOWN 4/Z21\lb ' , I 7.' 7 • t--;~ \ .., : ~---1 ~' ~;-,. ~ :=:.:~ : •-' ~