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HomeMy WebLinkAboutR_5970_S--~-----------------------~----------------------,--------'-------------------.----------------------.--------l--_j __________ _ )( )( )(---------------- )( )( \ . . l~ .. 'I \ ll: 0: "' w "' -' z w el w z :r: "' ;,: t; "' !!J « 0 :J l!: i INDEX.OF SHEETS ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORT A T~ON · SHEET NO. I 2 3-6 7 B 9-IB 19 20-25 26-35 36~48 49-61 62-66 67-72 73 74-78 79-81 82-84 85-87 88-89 90-100 101-114 115-123 124-128 129-133 134 135-142. 143 144 200-204 205 206-207 DESCRIPTIOM TITLE SHEET CONSTRUCTION STAKING SURVEY CONTROL DATA SHEET T-1 CSS-1 TYPICAL CROSS-SECTIONS STANDARD PLANS SHEET KEY MAP a LINE INDEX LAYOUT SUPER ELEVATION DIAGRAM CONSTRUCTION DETAILS CONTOUR GRADING X-1 TO X-4 L-1 TD L-10 SE-I CD-I TO co-G· G-1 TO G-10 D-1 TO D-13 D-14 TO D-26 U-1 TO U-5 SC-I TO SC-6 CS-I r~(O)J~(Cl'. rl£Q\~~ f (Q)~ (C(Q)~~l'~[Ll)(Cl'~(O)~ CO)~ ©u ~ urE G=-O~(GJ~W ~ v DRAINAGE PLANS/PROFILES DRAINAGE QUAN./DETAILS UTILITY PLANS STAGE CONSTRUCTION PLANS CONSTRUCTION AREA SIGNS PAVEMENT DELIN./SIGN PLANS SIGN QUANTITIES IN ORANGE COUNTY PVMT. DELINIATION QUANTITIES SUMMARY OF QUANTITIES RETAINING ~ALL PLANS STATE PARK LAYOUT PLANS • IRRIGATION PLANS PD-I TO PD-5 PD-6 TO PD-B PD-9 TO PD-I I Q-1 TO Q-3 R-1 TD R-2 SPL - I TO Sf'L -11 HP-I TD HP-14 HP-15 TO HP-23 E-1 TO E-5 TO FROM 0°5 MILE NORTH OF MORO CREEK CAMEO SHORES ROAD/ CAMEO HIGHLANDS DRIVE PLANTING PLANS SIGNAL AND LIGHTING IRRIGATION ELECT. PLAN LOS TRANCOS UNDER-X LIGHT. BRIDGE PLANS E-6 TD E-10 El I BRI -BR8 CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS PRECAST REINFORCED CONCRETE PIPE DIRECT DESIGN METHOD NSP FS-1 NSP D-79 TO BE SUPPLEMENTED BY DEPARTMENT OF TRANSPORTATION, STATE OF CALIFORNIA STANDARD PLANS DATED JANUARY , 1988 GTE COMMUNITY CABLEVISION 1lCE NEWPORT BEACH Cf) 1- ::ie ..J ;:1 c..,I I c.., <(. w ID 1- ~I ORANGE COUNTY 0;. I ~&oLF COURSE ENTRANCE TO LOS TRANCOS NEWPORT COAST DRIVE MAINT. ENTRANCE PARKING LOT -=g~~~I~~~~~~~~~~,,,~~~~~~~~~ 1 o -_.,.. :5 I 240 2so 260 -·210 2so 29oc:;;;- ...... Los 1JlCE[t.S ~ 3 en, ENTRANCE TO NEWPORT BEACH 1-1 PELICAN ::ie, POINT ENTRANCE TO CRYSTAL COVE STATE PARK \ ;I I-' c/\ME.Ou SHORES ROi\DJ:I c.., <( w ID ; E"'1n I WORK AND CONSTRUCTION STA. 231+91.40 1-'-------'----'-----'--'-ICRYSTAL COVE ENTRANCE TO CRYSTAL COVE HISTORICAL SITE l-o:: 0 Q. PM . 14.8 ST ATE PARK ---PAC I FI C 3:: w z THE CONTRACTOR SHALL POSSESS THE CLASS COR CLASSES) OF LICENSE AS SPECIFIED IN THE aNOTICE TO CONTRACTORSa. INDEX MAP SCALE 1ft = 600' ,. IRVINE RANCH WATER DISTRICT DOMESTIC WATER APPROVAL OF· RECLAIMED WATER • FACILITIES SANITARY SEWER 1 " 320 FUTURE SAND CANYON AVENUE ' 330 BEGIN CONSTRUCTION STA. 358+00.00 BACK = ...:.-1" -:::ti::....c, ... ()c c::~ /\Uc-/\n P.M. 12.4 FUTURE ENTRANCE TO 340 c ~/ \ ____ or-- ENTRANCE TO REEF POINT ~ OCEAN---- 3 EMA -PUBLIC WORKS APPROVED FOR CONTRACT ADMINISTRATION PROJECT NO. TD4330 APPROVED , 'i FORM DC-0~-83-PF (REV. 1/86) ,.,,... FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES . 0 I . I . 2 I I J 360 11 DIST COUNTY ROUTE 11 POST MjLE TOTAL PROJECT SHEET NO. TOTAL SHEETS !2 Oro i . BEGIN WORK I STA. 359+00.0Q __ ' , .. i . MORO·C EEK ' ' 112.4 / 14.8 • 144 , .. . ' :1 KERN SAN BERNARDINO .. 0 LANS APPROV'AL DATE • ~ I ~A.:::.s~s_E_s_s_M_E.:...N_T_D_ls---, R-IC_T_s_s __ -, ---IF(',.:;.:.__,~ cu 12208 I • . I I : ORANGE COUNTY ENVIRONMENT AL ~ MANAGMENT AGENCY 40:0 CIVIC CENTER DRIVE WEST ~ _SANT A Al''r-1, CA 92702-4 J48 THE KEITH CC'MP ANIES 2995 REDHILL. AVENUE COST{), MESI-,, CA 92626 Contract Mo . EA OE0251 I ,--• • ... , . • X X x---- .• ~ -· X X ~ >-(ll 0 w Cl) GJ a: w ~ 0 z 0 i= < I-CC 0 Q,. en z < cc I- Li.. 0 I-::;;: w a: I-CC < Q,. w Cl < -z cc 0 LI.. --I < (.) LI.. 0 w I-< I-en 0 w Cl) > w a: w I-. <( 0 .... :z: ..... ..J LiJ (!) :z: < •O l-o:: LiJ cc ...J < II I ~ □ PT. 1 . 2. 3. 4. 5- 6- 7. 8- 9. 1 0. 1 1 . 12. . ST AT I ON 234+83.87 239+98.00 265+87-00 279+92;00· 292-t-84-00 303+47-00 -307+46.00 316+08-00 335+73-40 342+60.38 363+80.00 HORIZONTAL CONTROL PESCRIPTIDN S&W STAMPED "L. S. 3866" c.D.H-S&W S&W NO TAG C.D.H. S&W .. .. .. .. .. .. .. .. .. .. .. .. .. .. PER .. .. .. .. .. .. .. .. .. .. 0 R/S N0.88-1069, R.S.B. 120/36-41 .. .. .. .. .. .. • .. .. .. .. .. .. • .. .. .. .. .. .. • .. .. .. .. .. .. • .. .. .. .. .. . .. • .. .. .. .. .. .. • .. .. .. .. .. .. • .. .. .. .. .. .. • .. .. .. .. .. .. • ... .. .. .. .. .. • 228+ 22.20 NAIL W /TAG "L.S, 5780" PER TRACT N0.14063, M.M. 670/23-29 z 0 I-<..) ::J n:: I-en z 0 0 ,;f" <..) a, a z -t- w t<) C\J NOTES• ·,;!" C\i :::£ a.. 240 250 ENTRANCE TD PELICAN POINT HORIZONTAL AND VERTICAL CONTROL FOR CONSTRUCTION STAKING WILL CONSIST OF STATION OFFSET MONUMENTS AND BENCHMARKS AS SHOWN. COMPLETE INFORMATION AS TD LOCATION, DESCRIPTION, OFFSET, ELEVATION AND OTHER AVAILABLE SURVEY DATA FOR EACH MbNUMENT AND BENCHMARK WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER UPON CONTRACT AWARD. NEJPORT COAST I DRIVE ROUTE 1 260 270 280 ENTRANCE TD CRYSTAL COVE STATE PARK . ' FORM OC-0 -90-PF (REV. 1/86) 85 39444 .. • PER ORANGE COUNTY SURVEYORS VERTICAL CONTROL MAPS 62 AND 63 PT. 1 -S-167 ELEV.=116.710 2. 3. 4-5. 6. G-771-RST64 3K-30-68 R-J67 - 3K-42-81 B-783 ENTRANCE TD LOS TRANCOS PARKING LDT ENTRANCE TO CRYSTAL COVE HISTORICAL SITE .. .. .. .. .. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES =122-183 =122-366 -69-985 =111-975 =101.223 0 1 2 PG. 62-1 62-2 62-2 62-2 62-3 63-2 SAND CANYON AV NUE 320 330 • 3 . DIST. COUNTY ROUTE. POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 144 LEGEND• ,, 6'0 0, 0 HORIZONTAL CONTROL Q VERTICAL CONTROL 340 z 0 t; ::J 11 0 n:: ~ <t I-<..) w en <t :r: z al <t 0 <..) ENTRANCE TO 8~ - -WISHBONE HOTEL ~ ow s:t: 00 C\J ENTRANCE TO REEF POINT + + -z cooo • -IOIO ~ IB t<) t0 a.. m REGISTERED CIVIL ENGINEER ' PLAN·s APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGMENT.AGENCY 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES . 29951 REDHILL AVENUE • COSTA MESA, CA 92626 \lfESSI LLI EELER ~ . 41243 ~ xp. 3-31-9 * CIVIL OF C~\: CONSTRUCTION STAKING SURVEY CONTROL DATA SCALE 1"= 600' CSS-1 cu 12208 EA OE0251 • X . 'X x---- ,..--~ . X . X -- . \ 0 >-w (J) [l) > 0 w w er: (J) w > ~ w a: 0 w f-<( 0 " o>->-w [l) [l) f-o 0 <Cw w ...J z ::,::: :::, 0 0 0-...J (J) w <(W I 00 0 ,_ -. ~ z -I ...J LLJ (!) z < 0 ~ I-0::: i LLJ cc ~ ....J -< 2 Cl -I-< I-cc 0 c.. Cl) 2 < cc I- LL Cl I-2 w ~ I-cc < CL w Cl • < -2 cc Cl LL I -...I < L,) LL Cl ~ w I-< I- Cl) ~ PRELIMINARY [§]TYPE I 0.50' A.C .• TYPE 8 0.75' A.8. CLASS 2 0.8 5' A.S.8. CLASS 4 [lQ] TYPE 2 0.35° A.C. TYPE 8 0.35' A.8. CLASS 2 ,0.45'A.S.8. CLASS 4 . ~<< 10'$ -2 .• I -5'.< 0,<> ~ " ' ' STRUCTURAL SECTION TYPES I.J... 0 a. ..J 0 ..J I-I.J... TEMPORARY ASPHALT PAVEMENT 0.35° A.C. TYPE 8 1.-00' A.a CLASS 2 BIKE TRAIL 0.17° A.C. TYPE 8 050° A.8. CLASS 2 PARKING LOT 0.35' A.C. TYPE B 1.00 A.B. CLASS 2 ', rEXISTING GROUND -~ VJMJ::-::::,,:;;;;;;,,,-,-_!_j~-- ~ a. l-o ::::, F-(.) 10'* r EXISTING GROUND * 51 WHEN ADJACENT TO BIKE TRAIL SLOPE ROUNDING DETAIL TYPICAL ENTIRE LENGTH OF PROJECT EXISTING , , NEW . PAVEMENT ' r PAVEMENT <t. 7' VARIES ! -· ----· -.. ------___ ...___ EXISTING PAVEMENT TO BE COLD PLANED 0.35' MIN.----' (TYP. ALL SECTIONS) COLD PLANED PAVEMENT JOINT FOR AREAS ADJACENT TO: REMOVE AND REPLACE EXISTING PAVEMENT,SEE SECTION ON SHT. X-4 FORM DC-OE-90-PF (REV, 1/86) ae 39444 ROUTE I R/W 35' MIN. TO 130' MAX. 10° 5' I AE 2 PAVEMENT 12' -I 12' 2' 1.2•751 * I / *5' 2' VARIES 33.5' TO 53' 2' v: Z SIDE-. J_ COLD PLANED PAVEMENT iJ'.. -2:/ !vtiJ~ WALK L..--o::=::f-~~~~_:_O~~--~ I ~~~~:-f-. TYPE A2-6 J ~ ~ EXISTING PAVEMENT~ -i:/:::r--J_ CURB "-.. ~---TYPE I PAVEMENT---.../ STA. 11+14 AND ABOVE TYPE A2-6 CURB 2% G--,,_ I BIKE TRAIL ~---,/7~::::j----r_:_:_~P.--~~-~;j,,,.~2:%~0'.: ... ::i~~~-Yo f/ SEE STRUCTURAL lfl1!~ IN TABLE • TYPE A2-6 CURB 5' STA. 11+14 TO STA. 12+ 78 2' 20.5' <t_ 13' 2' TYPE! I TYPEI "' "- ~R a~J~l--PAVEMENT 1· PAVEMENT e:, -~Di/£13?s:-4==~i-,~-0~,5~5;' ~~l.~7°~1/o!=====l.~7°~1/o~-~0~.4~2~' ~~:"1,.<;>,r CRYSTAL COVE HISTORICAL SITE ACCESS ROAD 2:1 MAx. k , I re:-~- TYP E A2-6 " TYPE A2-6 CURB CURB SEE SHEET SPL-I * 4.75' FROM STA. 20+68.45 TO STA. 21+93.06 LOS TRANCOS PARKING LOT ACCESS ROAD SEE SHEET SPL-I ROUTE I ( PACIFIC COAST HIGHWAY.) TYPE 2 PAVEMENT-~ TYPE I PAVEMENT7 . PROP. .61' R/W 33' ,t· \, 2' 10' VI lEXIST. PAVEMENT P. G. TO REMAIN 10' SIDEWALK E-=======v,:-~1ES ======--===-=-VARIE:.-,-='-----_..--+--VARIES :G%.-j /~+---2-01:EE DETAIL SITT. CD-I ..... -----.. \J O 1l'F=b=J-~-c:::::::.- _· -------------:---------------------_-:::, J.__./-;-----11-~-----=.J::t,..........__.TYPE 8-2 CURB · . .. -COLD PLANED PAVEMENT JOINT STA. 231 +91.40 TO STA.233-o-78.87 50'" 61° I'** .6' 9' 34' 33° 10' \ \_ _TYPE I PVM'T '-!----+--TYPE 2 PVM 1T • EXIST. PVM 'T TO REMAIN / TYPE I PVM'T---+-' TYPE 2 PYM 'T--l---~J ~ r---,P.G. 6 1 -2' 10 I R/W 2 \, 1----VARIES I VARIES ' --------------.c.-~~?;°"~0=:pV.~'A~R~IE~S~=-=-= ============-=============:.====,,=-VARIES ~ \ _.Z% r J L -. _____ ,_,-----------------=-.:;..__r-r-~_~_J ___ t~A~-1--------------- -: • , "'-----sf.. '-SIDEWALK COLD PLANED PAVEMENT _ __, TYPE 8-2 CURB JOINT COLD PLANED PAVEMENT JOINT R/W 2° 6 1 STA.233+ 78.87 TO STA. 238 + 18.87 *60' FROM STA. 236+06.67 TO STA. 238+18.87 **I I' FROM STA. 238+08.87 TO STA. 238+16.67 601 I 34 33° 61° R/W 10° 61 Z 10° 2' ' \ \"--I---TYPE I PVM'T ,-1.....' --1EXIST. PVM'T TO REMAIN / "-'-1----1--TYPE 2 PVM'T TYPE I PVM'T--+-' "-TYPE 2 PVM1T--1·---+-' ~ r .__ • : FP.G. P.G.- 'v 1--------__,.....__ VARIES . _f __ VARIES . ......._ ___ 2% L~5~01,~0¥=V~AR~l~E=S~ = -------=====-==-====:::.------VARIES~ .,,0/ DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 I . 12_,,4/ 14-8 • 3 144 t---/......1...-;-//'---,:,---11 ;f7f-','-----/;--,;<-L-:,-f--1/ ---L-~-- J,f/,,/4twv>,,--, WuAJt* fESS Ora REGISTERED c·1v1L ENGINEER 1 ~ ~\>.() IOt;,i{ ff IILLIA ~ . /] WHEEL ER t =-:1-':--:-:-/=-'..,.,-! =-"'===-•-c=-:J==-· ::-:--::-==------1 ~ 4 1 2 4 3 ~ PLANS APPROVAL DATE No,_ -- t--------------\\~ Exp.3-3I-95 * - ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL ,.p,:,, CIVIL ~~ :;-, .._OF-c'\.....-:\,r:,'1:-'i/f. MANAGEMENT AGENCY ~ 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA.92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 - ---~ --------------------= 1=:=:~-~~"g'"~l:iz~o/.~o=:;:C~~ " -----------------------l.:...-,. _ _J...~~o -l,L1,~•---,,_~__,..-------------------------J ..__-<./ -~ SIDEWALK TYPE 8-2 CURB __ .,,.. -' TYPE B-2 CURB COLD PLANED PAVEMENT JOINT-COLD PLANED PAVEMENT JOINT TYPICAL CROSS SECTIONS STA~238-:-18.87 TO STA.238-o-61.77 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I ' 3 I N cu TO 12208 SCALE X~I •• EA OE025I ,! " X X ~- X ' ' X ·-· >-CD 0 w Cf) > w a: w I-<( 0 '-0 >-wen 1-o <Cw _Jz =>c, 0-_J Cf) <CW 00 :..: Cl -I-c::c I-a: Cl Cl.. v., :..: c::c = I- LL Cl I-:..: w :aE I-= c::c Cl.. w Q ' c::c -:a:: = Cl LL -..... c::c u LL Cl w I-c::c I-v., 0 w Cf) > w a: w ~ 0 >-CD 0 w ~ 0 w I 0 ..... z ..... ...J LLJ (!) z < 0 l-a:: LLJ Cil ...J < ~ . .. R/W • . VARIES 2, Mie: 9 1 34' 9'10 5' 6'1010 I • VARIES 61' TO 67' ·1 TYPE I PVM'T i R/W 33' 10' ✓ARIES 2, 10 I 61TO z -- I 12' "-.'-._ I EXIST. PVM'T TO REMAIN '-_, f ~-'"P.G. [ P.G P.G.--- p • • _ __, CsrDEWALK ' ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 . Ore ·//' ./ f // /_ .,,(,,/,; 4 j ,/ //4 ·"' ;M REGISTERED CIVIL ENGINEER.. • I ~1!,GfESS/0f\',4{ ~ g ILLIA '4' '? s. _l -'2-l -CJ:.2.. fi WHEELER % PLANS APPROVAL DATE ce No. 41 243 "' !--------------~\~ Exp. 3-31.:.95 * - ASSESSMENT DISTRICT 88-1 <f',r, CIVIL ~"' ORANGE COUNTY ENVIRONMENTAL ,;~t or c•\.l\~<i,~ MANAGEMENT AGENCY " 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA.92702-4048 ...__..,-'--TYPE 8-2 CURB COLD PLANED PVM'T JOINT TYPE 8-2 CURB_; >-.....___.., COLD PLANED PVM'TJOINT_J • THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA.92626 i...., ____ __;, _____________ ..;.... __ -r. i r 60' R/W STA. 258-:-61.77 TO SiA.241-o-32.27 * 2.5% FOR IO~WIDTH a 12 1 WIDTH . 5 % FOR 6 WIDTH • . VARIES 601 TO 70' 2 PVM'T I PVM'T TYPE I PVM'T------.. 3· /; TYPE 12 , 9 /TYPE 2' 34' t-"=-,,t----=--<=t-----='---------+-------"3~3._' ------..i.-~l~0:_1---lM~:<\~R~IE!'::lz VARIES IO'JO 15' TO 9 ' I . 6 P.G.- '-._'-._ I -P.G. P.G.]_EXIST. PVM'TTO REMAIN ·"'-, /" ----v ......__--... VARIES VARIES - ' R/W ,~ R/W .. 9' 2' f 74' • 1 • VARIES 601 TO 66 1 1 TYPE 2 PVM'T I / TYPE I PVM'T i R/W 6' VARIES VARIES 34' 10 55' VARIES 49' TO 55 1 2' 9~12' * 231T06' STA.26I+1010 STA.262+50 * I "-'-._ I [_EXIST. PVM'T TO REMAIN I "--., ;--.. -P.G. ,P.G P.G.-I V --... ......__ VARIES VARIES . ..__ --~"=-. ~ VARIES========-========= ======-===~.c.,_=-=====---_~RIES Z% i;=t --------------====--LJk_.,,-g,,_1..------------------------------------::::. TYPE 8-2 CURB-~----,e--,"-.,__-~ ------l REMOVE COLD PLANED PVM'T JOINT . • EXIST. A.C. BERM STA.26I+I0.00 TO STA265-t23.32 TYPE 8-2CURB ---......._ ~%-'l:,_f:I'& VARIES _______ ===-==-====--=-====-=--.c..c..::._-'=='-. • VARIEs 66L~ ~L~~~i'~JOINT___/"--.. -_ _:~=--===--=--=----------------=--=--=---:_-__~--==~l ..... ··-/_,__~=-=2 ~: ....... ~Yo~!J:~::::_s,DEWALK (STA. 242+52.27 '-TYPE 8-2 CURB TO STA. 243+37.77 74' * END CONSTRUCTION AT STA.262+50 . ' 66 1 STA. 266+60 TO STA.269+00 " " R/W 9' i I I R/W "i' -9' COLD PLANED PVM'T JOINT I STA.242 ..,.52.27 iO STA.245 ~99.43 60' * 2.5% FOR 10' 8 12' WIDTH 5 % FOR 6' WIDTH 60' *** TYPE 2 PVM:T . / TYPE I PVM T TYPE 2 PVM'T TYPE I PVM'T~ i \ R/W f; I * 9' 34' 33' 10' 6 1 9' i-.t.-t--=-----1-----=~-----'-,,+.----~?.,;2__ ____ .......i. __ ~----l-~-!21----"'--...! P.G. STA.245~99.45 10 STA.255,c,61.14 * VARIES 12' TO 6° STA. 244+02.27 TO STA. 245+22.27 ** 2.5% FOR 12' WIDTH *** TYPE I PVM'T STA. 243+99.43 TO STA. 245+22.27 rr=TYPE 2 PVM'T , I " r-TYPE I PVM'T TYPE 2 PVM'T--~ t t. TYPE I PVM'T~ VARIES 60' TO 74' 60' R/W 21i-...,6,,__'-t;~VA;;R~l;:;:ES;i'"-t.,._ ____ .....,.!:3~4c...' ____ -4-..,___~\.l~:<\~R!':IE""S._,3~3~'...!T0~4!!1~' ----1-.J.V.~'A~R~IE~S~~ff--1 2, 9~12' VARIES 1 9'ro 23' , 10' TO 2' VARIES I '-._ '-._ I 1EXIST. PVM'TTO REMAIN ~ ,-. P.G. rP.G ....+--.. P.G. . V ......___ ,, . -......__ 2% 5% VARIES VARIES ______ v'ARIES ---.__ .__::..-~-,J_J-~~-~~~=i= == ===========------======-==-==-:-====-=--c:..-=-==-= VARIE1i,_ 5 % 2 % TYPE 8-2 CURB -7-P=-_ _._ ______ .... ---:--:-------------------------~ -----,... -]_, -.~/-,-....J~-~-=;dY§:::PE!ll=.8~-!.-2-C_U_R_B_ COLD PLANED PVM'T JOINT-~/'---~-~-COLD PLANED PVM'T JOINT STA.253-:-61.14 TO STA.261 +10.00 ''" -. ' TYPE Al-6 CURB --- -__ " \ EXISTING CURB ..v- 8 SIDEWALK 1 3 R/W / . TYPE 2 PVM:T r-TYPE I PVM T VARIES 66' TO 60' STA.269+00 10 STA. 271 +00 R/W / 1 1 VARIES 55' TO 521 +_ 9' ,__.oc9:...' __..2.,.,_~f:;.• ..i-V'!.'.A~R!!IIEi;5,S&o!-o---~V!:'A~R~IE::',S~5~5=-T0~5"'!!I"::.5=-=-=--'+.-----__::.:..:.:..::==--::=-~-=-="c...c::..-----,2'i.,,...._j2_._~ 2'ID3.5' STA.269.+5010 STA.269+74 R/W ~ * ~ STA.266+60.67 TO STA.269+74.00 * BEGIN CONSTRUCTION AT SfA. 269+50 .& REMOVE ~~I-EXIST. I A.C.BERM 2% TYPE 8-2 CURB 74' STA.269+74 10 STA: 271 + 44 VARIES 66110 60°STA.269+0010STA.271+00 60' STA.27I+0010 STA.272-t64 VARIES STA.27I -1-44 TO STA.272+64 ---TYPE 2 PVM'T / ,TYPE I PVM'T t. TYPE I PVM'T--""'""\-~"'- 9,_I2• 6 1 VARIES VARIES 5".5' TO 33' VARIES 53't TO 36't VARIES '6' 9 1 1-o---..:...,..2'i--,.-;:::....,.-i-":_::_::=--i--...:..:....::==="'=-~~---....l-----'~.'..=C..::C.:CC...::.--'-'C-=:::...::-~..i--~::..::.::.....i.,......::--i2'·1-co-........s:---o-1 VARIES -35'ID24' 8'-10' ** P.G. STA~269+74.0010 STA.272+64.00 * * 10' WIDTH AT STA. 272+64 TYPICAL CROSS SECTIONS NOT TO SCALE X-2 - FORM DC-OE-90-PF (REV. 1/86) 86 39444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' I ' 2 I cu 12208 EA OE025l X X X .. X C >-en 0 w (/) > w a: w f-<! 0 '-o>-wen ro <!w ...J z ::> (9 0-...J (/) <! w 00 z C -I-,:s: .. I-a: 0 0.. (I) z ,:s: cc I- u.. C I-z w a: I-cc ,:s: 0.. w Cl • ,:s: -z cc 0 u.. -...I ,:s: t.) u.. 0 w (f) > w a: w f-<! 0 >-en 0 w :.:: 0 w I 0 z ..J w ~ z <C 0 l-a:: w m ..J <C I~ C I w I-,:s: I-(I) @ '\. TYPE Al-6 CURB 60' -68.81' STA. 272 + 64 10 STA. 275 + 42 60'-78' STA.275+ 42 10 STA.287+97.95 TYPE 2 PVM'T ~TYPE I PVM'T 6 1 10' 33' R/W 9'-18' 2' · VARIES -P.G. P.G.\ 60' TYPE 2 PVM',.T----._,__ TYPE I PVM -----ii --....._ 33' 10' 0'-6' 2.-1 ~ -$ VARIE: ,EXIST. PVM'T TO REMAIN P.G;- R/W. 9' ~# VARIES \ VAR/ES ---.. ---.. -....__ ::2:::%:::o ;~\J~,AR~lE~c!FV.='A=R=IE=iS : = _ --__ = = = = = = == == _-== = = ==--=--:..--:...-c_-:....-'= --pVA~R~IE~S~5% d:2:::%:::...J--- TYPE B-2 CURB -p;.;,..--: --_=--_=:-_-__.=-_-_____ --------------------=-==-1 L ~YPE B-2 CURB ~~QTPsi~~f COLD PLANED PVM'T JOINT EXISTING CURB 8 SIDEWALK STA.272"'64 TO STA.287+97.95 . *4~• FROM STA.287+50 TO STA.287+97.95 · ~ 0 FROM STA. 287+50 TO STA.287+ 97.95 '\. * ** SEE SHEET SE-I FOR SUPERELEVATION TRANSITION STA.286+40.I5 10 STA.287+97.95 1· 60' • 1 • VARIES 601TO 661 . r-TYPE 2 PVM''tT TYPE I PVM 7 't. R/W R/W 9' 2'VARle 43' TYPE I PVM'T./- 43' VARIES 21 9' I I I I I 6110 10 1 \ STA. 287 • 97. 95 TO STA. 290 + 67. 95 * SEE SHEET SE-I FOR SUPERELEVATION TRANSITION 60' 60' 61TO 12' P,G._ TYPE B-2 CURB I TYPE I PVM'T I TYPE 2 PVM'T-------, R/W /~ • I ;-TYPE I PVM'T l : -~ 5' 13' 2•! 91 21VARIEl: ~3• ~ 43{ • \'.ARIES 2' 9' R/W ~/ l-"''---t----=----r-t,~.:-,-f,2~1~10~--------....:.=----------t-------.::I.~------~~~~~ ..... 5:t J ~6_'_.G. li';ro A14X. . ~,/ v~ I ~ CURB--~ * SEE SHEET SE-I FOR SUPERELEVATION TRANSITION . G. STA.291 -i-75.45 TO STA.294+43.34 R/W . I 60' r-TYPE 2 PVM 1T / TYPE I PVM'T--\ 6 1 43' I ~1/~P.G. 60' I I i TYPE 2 PVM 1T \ /TYPE I PVM'T 431 61 2% ... TYPE B-2 CURB I I I R/W 21 91 ,!;iil-10' BIKE TRAIL STA.297+00 TO \ / I Ir P.G. B-2 c~uR=B=----' * SEE SHEET SE-I FOR SUPERELEVATION TRANSITION * * VARIES; FROM 25' AT STA. 298+ 70 TO 2' AT STA. 302+ 73; 21 FROM STA. 302 +73 TO STA. 305+82 STA. 294,o.43.34 TO STA. 306+80 - . -P.G. 2% - -21:-~ ' ~~~ '----TYPE B-2 CURB FORM DC-OE 90-PF (REV. 1/86) 86.J9444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ]· R/W 9' 2' TYPE B-2 CURB---~1 . ' ... 60' I • TYPE 2 PVM'T 6( TYPE I PVM'T-----...,43, <t I - STA.306+8010 STA 321+80 DIS\!\' COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro I 12.4 t'. 14.8 5 144 w ~;_ IL✓£ L - ~\\ () f ESS/O,v4. . 0 . ( ::J: WILLIAM '%_ !ff WHEELER ~ REGISTERED CIVIL ENGINEER -r --:-1 ' ~· c:;z -~--•• -• ",---. ---c~=-------II"' No. 41 2 43 "' PlANS APPROVAL DATE • Exp. 3-31~ * """" ASSESSMENT-DISTRICT 88-1 cf';: CIVIL ./4,~ ORANGE COUNTY ENVIRONMENTAL '11:r ----.-1,1r;,'i.--~ MANAGEMENT AGENCY OF c~\. 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPAN!ES 2995 REDHILL AVENUE COSTA MESA, CA.92626 601 R/W • I TYPE 2 PVM'T ;-TYPE I P*V~'T \ I 1-2' 43' 6 1 2 5'-9' 10' 'Z VARIES-~ VARIES BIKE ln:·Y TRAIL 1,)1/ _ P.G,_ 2°/o ..'.'l L--. '--'(~' ~ i.L-r--~~1/ 0.50 A.B. CLASS 2 * SEE SHEET SE-I FOR SUPER~LEVATJON TRANSITION ** TYPE I PAVEMENT VARIES 43 10 5·5 AND EXTENDS FROM t, TO RIGHT SIDE GUTTER FROM STA. 307 + 90. 95 lO STA. 314 +07.35 I 60 '-65' VARIES • TYPE 2 PVM'T R/W /TYPE I PVMT.-~ TYPE 2 TYPE I 601-67' VARIES PVM'T---~ PVM7'T 7'-9' 2'\IAR/El: 43'/ 43' VARIES 6'TO 10' R/W 3'-9' . VARIES I STA.321-t-80 TO STA.325 -i-08.79 ,sf.; SEE SHEET SE-I FOR SUPERELEVATION lRANSITION ** VARIES; 2' BETWEEN STA. 321+80 TO STA. 323+33 7' BETWEEN STA. '324+ 04 TO STA. 325+08.79 60' 60' /,---;-,--TYPE I PVM'T 2'VARIE' 13' 30' TYPE 2 PVM'T----~ TYPE I PVM'T~ 291 "'14' I2'TO ** 6' R/W ** 6'-(2' 21 5'-9' I 101 6 1 2' VARIES BIKE 1 ' I TRAIL TYPE B-2 CURB 9' ~1 R/W ,2'-12' VARIES 101 BIKE TRAIL '-,, I EXIST. PVM 'T TO REMAIN\ '--r---..____ +-P.G. rP.G. V ..____ z O * VARIES VARIES .:..--=====-~=-=----VARIES ..____...___ __ ¾.,._ Yl:!B----==-==-=-===-----------====-=---=•=: I I P.G.-I VAR/ES 5% ~z~, 0 I ' 1 I ..__ --~ -----------------------------~ 2% ~ -L--~w·/ ~~ • -----~ <-Tl I TYPE B-2 CURB !-r.l° '- COLD PLANED PVM'T JOINT-0.....___.. 4' TYPE B-2 CURB 2 ' I , ' / 3 I STA. 3261-42.79 TO STA.329 +12.79 COLD PLANED PVM 1T JOINT *: ~;E '?il~~~k°Jr E~Tii1t0~i~WJD~ GUTTEITT'VPIC' /\ I~ CROSS ·suc..-,o·Ns STA.326 .. 42.79 10 STA.327+00 I f f-\L ~ Ll ' I NOT TO SC ALE X-3 cu 12208 EA OE025I > --- - X X x---- X X _, - - >-CJ Cl w (f) > w oc w I-~ Cl ~ (.!l I E' ~ ~ :;;:· c:, i== c::c I-= c:, 0-v., :;;: c::c i:c: I- LL c:, I-& w a: 1-1:C c::c 0-w Cl c::c -:;;: i:c: Cl LL -....I c::c u LL Cl w I-c::c I-Cl) Cl w (f) > w oc w ~ Cl .... z .... _J LJ.I (.!) z <C 0 I- 0::: LJ.I CCI -J < I i ~-- ~- ----•~-.,, --------------••• ~ 1· 60' 1· 60' l r;=TYPE 2 PVM:T TYPE 2 PVM'T /TYPE I PVM T TYPE I PVM'T \, R/W ct ~. R/W 9' 2' 6 1 131 30' 29' 2' 9' . 6 I '-'-I -i_EXIST. PVM'T TO REMAIN ~ I---. P.G ,P.G. \, --• • VARIES -\(AR/ES I ------~ .?% J{~~o~'/o~V.~'A~R~IE=:S~ ------====-=--------VAR/ES 5 ,1 P.G.- ~---=--:: --------=-=------• ------==----~J .... ~~~~:~t:~%_~J:::ji:·J2~o~,o~~---~ ______ ...,.. ------~ ~ -----------------------------------1 _. fa-------..:--~ ~~ TYPE B-2 CURB / (' , / TYPE B-2 CURB COLD PLANED PVM'T JOINT--__, COLD PLANED PVM'T JOINT STA.329+12.79 TO STA. 346+12.38 ' I.. ----TYPE 2 PVM'T R/W / I TYPE I PVM'T 7' -9' 21 VARIE~ 13' 30' 60'-65' VARIES VARIES 60 1 TO 66' TYPE I PVM'T ---,._ I -~ 29' 14' /AR(F.C 2 1 l R/W 9' 21 VARIES 6'jp D I 6110 12' "-I '-.._ "---,_ r-----.. _ 1 P.G. I /G. r EXIST. PVM'T TO REMAIN .,.,.· t--.... P.G._ V ....____ 2o/c * VARIES _vARIES ___ J__j__ VARIES VAR/ES * \ ....___ .__ -_.'.'._ -J.-~~~ll;?~~~=j==-= = === = ==-=-:::::::::: =------= == -=-= = = = = = = =+~~~~ _.::.~2::::0;.==o~~-- TYPE B-2 iitt PLANED P~ JOINT >----...._L_______ ---------~-----------,--------l --z__:?:.;,~~y;~~~~~~B R/W 3'-9' VARIES STA.346 ... 12.38 TO STA.348+82.38 60' 1~-~f -TYPE I PVM'T ZN'ARle 13' 30' 12 1TO 6' * 5% FOR 6 1 WIIJT'H 2.5 % FOR 10' a 12' WIDTH VARIES 60' TO .70' TYPE 2 PVM:T ~ - TYPE I PVM T--~\ '--... 29' 14' YARIE! 2' IO'JO 6 I "-"-I ·-r EXIST. PVM 1T TO REMA! N '-P.G .G. P.G:-- -, I ---. • • ..-1-.___ l R/W 9'-15' VARIES V ~ --~~ ~ .._~~R-~-~VA~R~IE~S~l---= ~===~RIES --= ~=-= ---VAR/ES ~-= = = = = I VAR/ES .. k _2% TYPE 8-2 CURB----c---~--·-------------------~1-1.~~~~~LL=.Jl-_;_~e---.!!..---- \.__ __/ TYA:: B-2 CURB COLD PLANED PVM'T JOINT • COLD PLANED PVM'T JOINT R/W 9' I STA.349+90.38,lO STA.352+60.38 _ 60 1 • ~ TYPE 2 PVM:T /. /TYPE I PVM T 2' 6 1 13 1 30' *5¾ FOR 6' WIDTH 2.5% FOR 10' 8 12' WIDTH TYPE 2 TYPi I 29' "---.. -P.G. 'rP. G , 60' 6 1 2 1 9' "-" I {EXIST.~VM'TTO REMAIN yr-:---2 o, "'ARIES VARIES I[_ VARIES --t--V.'.___" P.G,-\ ---,o_ 5% v, -----• MR/ES 5 ----J._~--~~===i==--=-'=-== ====-=== -------= = -i = = == =-= =-=~t~~~~~,_~~~-%~o~J}c:-~2~0/.to~_c--~ t--1" --~--------------------;-----.,.._J 1L.----~,~ ~ -~- TYPE 8 _2 CURB , "-r--_.,.,-' -._ __ ...--~ """ TYPE B-2 CURB COLD PLANED PVM'T JOINT-__, , ~-COLD PLANED PVM'T JOINT STA. 352 ... 60.38 TO STA. 35s!oo FORM DC-OE-90-PF (REV .. 1/86) 8639444 .. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I , I 8-2 CURB ' 2 I R/W I I I VAR. 12' LANE I I NEW PAVEMENT PER LAYOUT SHTS. 60' 12' LANE REMOVE AND REPLACE * 12' LANE COLD PLANE AND OVERLAY 7' EXISTING PCH ¢. • MEDIAN I I " *EXACT LIMITS TO BE DETERMINED DURING CONSTRUCTION. SLURRY SEAL EXISTING PAVEMENT REPAIR CROSS -SECTION (TYPICAL NORTH AND SOUTH BOUND) I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I 12,,-4/ . 1 4. 8 • 6 144 ~iQfESStO,v-4 :"> '/ § "1ILLIAM '½, /] WHEELER i , -'2-(-'92.. :=::! ~=4=1 =24=3~ ~ PLANS APPROVAL DATE No. -------------,~ Exp.3-3J-95 * - ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 40 0 CIVIC CENTER DRIVE WEST SANTA ANA, CA.92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE , COSTA MESA, CA.92626 TYPICAL CROSS SECTIONS ' 3 I NOT T 0 S CA LE cu 12208 X-4 EA OE0251 - GENERAL RO.AD WORK □ A-I0A 0 A-I0B 0 A20-A 0 A20-B 0 A20-C 0 A-24A 0 A-24B 0 A-24C 0 A-24D 0 A35-A 0 A62-A 0 A62-B 0 A62-C 0 A62-D □ A62-E 0 A62-F 0 A73 0 A74-A 0 A74-B 0 A75-A 0 A75-:-B 0 A75-C 0 A77C-I 0 A77C-2 0 A77-D 0 A77-E □ A77-F □ A77-G .□ A79-A □ A79-B 0 A79-C 0 A79-D 0 A79-E 0 A80 0 A83 0 C7-AI 0 C7-A2 0 C7-A3 □ C7-A4 □ C7-A5 □ C7-B I □ C7-B2 □ C8-A 0 C8-B □ C8-C 0 C9-A D C9-B D D72 D D73 □ D74 D D75 □ D77-A D D77-B D D78 D D80 D D8I D D83 □ 084 D 085 □ D86-A □ 086-B D 086-C 0 D87-A □ D87-B □ · RSP·Dlfl-C □ D88 • D D89 □ D90 D D93 D D94 D 095 Abbreviation Symbols Pavement Markers and Traffic Lines, Typical Detal Is Pavement-Markers and Traffic Llnes,Typlcal Detal Is Pavement Markers and _Traffic Lines, Typical Detai Is Pavement Marklngs-Arrows Pavement Marklngs-Arrows and Symbols Pavement Markings-Words Pavement Markings-Words and Crosswalks P.C.C. Paving Detal Is Excavation and Backfl I I Mlscel laneous- Llmits of Payment Excavation and Backfl I I Bridge Surcharge and Wal 1- Llmits of Payment Excavation and Backfl I I Bridge-Limits of Payment Excavation and Backfi I I Detal Is Concrete Pipe Culverts Excavation and Backfl I I Detal Is Reinforced Concrete Box and Arch Culverts Excavation and Backfll I Detal Is Metal Culverts Type I I I Barricade and Object Markers Markers and Delineators Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type 50 Head! lght Glare Screen Metal Beam Guard Ra! I Ing-Standard Hardware Metal Beam Guard Roi I Ing Barrier and Guard Roi I Anchors Cable Anchor Assembly (Breakaway! Thrle Beam Barrier Thrle Beam Barrier Guard Roi I Flares MI see 11 aneous Guard Ra 11 Deta i Is Guard Ra! I Connections to Bridge Roi Is, Retaining Wal Is and Abutments Guard Roi I Connections to Bridge Sidewalks and Curbs • Thrle Beam Connections to Type 50 Barrier Emergency Passageways Portable Scale Pad and Approach Pod Detai Is Reinforced Concrete Crib Wal I Battered Wal ls-Type A,B, and C Reinforced Concrete Crib Wal I Battered Wal Is Type D,E,and F Reinforced Concrete Crib Wal! Vertical Wal Is Type A,B, and C Relnfarced Concrete Crib Wal I Vertical Wal ls-Type D,E,& F Reinforced Concrete Crib Wal I Type A,B,C,D,E,& ~ Header and Stretcher Detai Is Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure-Vertical Wal I Steel Crib Wal I-Construction Detar Is Steel Crib Wal I-Design Data Steel crib Wal I-Design Data Timber Crib Wal I Types A,B,C, and D Construction Detai Is Timber Crib Wal I Tyoes A,B,C, and D-Deslgn Data Drainage lnlets-OS,OL,GOL Dralnage lnlets-Gl,G2,G3,G4,G5,G6 Drainage lnlets-GTl,GT2,GT3,GT4,GO,GDO Pipe Inlets Grate Deta 11 s Bicycle Proof Grate Detal Is Gutter Depressions Single Box Culvert Double Box Culvert Box Culvert Miscellaneous Detai Is Box Culvert Wlngwal Is, Types A,B,C Box Culvert Wlngwal Is, Types D & E Box Culvert warped Wingwal Is Pipe Culvert Wlngwal Is, Endwal Is and Warped Wlngwal ls Arch Culvert Wlngwal Is, Endwal Is and warped l'/1ngwal Is Overslde Drains Overslde Drains Underdralns Construction Loads on Culverts Pipe Headwal Is and Strut Detai Is Plpe Culvert Headwal Is, Endwal Is & Wlngwal Is Types A~ 8, & C Drainage Inlet Riser Connections Flared End Sections Concrete Arch Culverts □ D96 0 D97A 0 097B-I D D97B-2 0 D97C-I 0 D97C-2 □ D97D 0 097E-I 0 097E-2 0 D97-F 0 D98-A D 098-B □ D98-C □ D98D-I □ D98D-2 D 098D-3 0 D98D-4 D F-10 □ F-20 0 N8-A 0 N8-B 0 N8-C □ T-10 0 T-1 I □ RSP T·IZ 0 T-13 D T-14 Pipe Riser with Debris Rack-Cage CMP Coup 11 ng Band Deta 11 s No. I , FI anged End CSP Channel Coup! Ing Band Detai Is -Downdralns, Standard Positive Joints CMP Caupl lng Band Detal Is No. 2, Annular, Reformed end, and He! !cal Caupl ing Bands - Downdralns, Standard and Positive Joints CMP Coup I Ing Band Detal Is No. 3, Flanged End CSP Channel Coup! Ing Band Detol Is -D~wndralns, Standard and Positive Joints CMP Coup! ing Band Detal Is No. 4, Universal Coup! Ing Bands Standard and Positive Joints CMP Coup I Ing Band Detal Is No. 5, Uni versa! Coup! Ing Bands Standard and Positive Joints CMP Coup I Ing Detal Is No. 6 -Standard Joint CMP Coup I i ng Deta i Ls No. 7 -Pas 1 t Ive Jo Int CMP Coup I Ing Oetal Is No. 8 -Positive Joints and Downdralns Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Standard I n_l st Structure Shou Ider I nsta I I at 1 on and Deto I Is[ of SI otted Dra In Connections 12'' Thru 2f'' Slotted C.S.P. Drain Detai Is . Alternative Hinged Cover for Type OL & OS Inlets and Trash Rack [or Type OCP Inlet Structural ~action Drainage System Detai Is Edge Dra 1 n Out I et and Vent Deta 11 s Edge Drain Cleanout Cross Ora i ~ ,Interceptor Oeta i Is Chain Link Fence Barbed Wlre and Wire Mesh Fence Curbs, Dikes and Driveways Whee I chair Ramp Deta i I No. I Wheel chair Ramp Detal I No. 2 Traffic Control System for Lane Closure on Freeways and Expressways, Mlscel laneous Detai Is Traffic Control System for Lane Closure on Multi lane Convent Iona I HI ghways, Mi see I I aneous Deta I Is Traffic Control System for Lane Closure on Multi/one Comentional Hi9tweys,Miscellaneous Details Traffic Control System for Lane Closure on Two Lane Conventional Highways Detal Is for Ramp Closures, Mlscel laneous Detol Is BRIDGE 0 BO-I Bridge Detai Is 0 B0-3 Bridge Detal Is 0 B0-5 Bridge Detai Is 0 BO-I 3 Br I dge Deto I Is D B2-3 16'' Cast-In-Dr! I led-Hole Concrete Pi le D B2-5 Pl le Detai Is -Class 45 and Class 70 0 B2-8 Pi le Detal Is -Class 45C and Class 70C D B2-9 Load Test Anchor Pl le Detal Is 0 B3-I Retaining Wal I -Type I H=4' -30' 0 83-2 Retaining Wal I -Type I H=32' -36' □ B3 -3 Retaining Wa I I --Type I A D B3-4 Retaining Wal I -Type 2 D B3-5 Counterfort Retaining Wal I -Type 3 D B3 -6 Counterfort Reta In Ing Wo I I -Type 4 0 B3-7 Retaining Wal I -Type 5 0 B3-8 Retaining Wal I Detal Is No. I O 63-9 Retaining Wal I Detal Is No. 2 D B3-1 1 Retaining ~al I Type 6 -6' Max. 0 B6-I T-Beam Detal Is 0 86-I O Ut i I I ty Openings -T-Beam D B6-2 I Joint Seals D B 7 -I Box G i rderl Deta i Is D B7-5 DecK Drains 0 B7-6 Deck 'Dralr\s -Type D-1 and D-2 0 B 7 -I O Ut I 11 ty Open Ing -Box GI rder □ RSP 87-11 Utlllty Detalls D B8-5 Cast-In-PI lace Prestressed Girder Deta 11 s 0 B I I -7 Cha In LI nk Ra i I i ng 0 Bl 1-30 Temporary Railing (Type Kl □ B 1 I -4 7 Cab I e Ra I 11 Ing· 0 BI I ·-5 I Tubu I or Hand Ra 11 Ing 0 Bl 1-52 Chain Link Roi I Ing Type 7 D BI I -53 Concrete Borr I er Type 25 D Bl 1-54 Concrete Barrier Type 26 I D BI 3 -I SI ope Pro1ect I on Deta II No. I D Bl3-2 Slope Protection Detail No.2 D BI 4-I Structure I Stee I PI ate Veh i cu I or Undercross i ng ' D Bl 4-2 Structural, Steel Plate Arches _ D BI 4 -3 Supp I y L 1 ne and Corrrnun I cation and Spr Ink I er Control Conduit □ Bl 4-4 Supply Line SIGNS, SIGNALS & LIGHTING OVERHEAD SIGNS -TRUSS 0 Sl-12 0 S2-I I 0 S3-I I □ S4-6 0 S5-6 0 S6-8 0 S7-8 0 SSB 0 S8-BA □ SSC □ S8D 0 S9-I 2 0 SI 0-9 □sII-10 0 Sl3-IO Overhead S 1 gns, Truss, Instruct I ans and Ex amp I es Overhead Signs, Truss, Single Post Type, Post Type I I thru VI I Overhead Signs, Truss, Two Post Type, Past Type 1-S thru Vll-S Overhead Signs, Truss, Single Post Type, Structural Frame Members Overhead Signs, Truss, Two Post Type, Structural Frame Members Overhead Signs, Truss, Structural Frame Detai Is Overhead Signs, Truss, Frame Juncture Detai Is Overhead Signs, Steel Frame Removable Sign Panel Frames Overhead Farmed Panel Deto1 Is for Mounting on Removable Sign Panel Frames Overhead Signs, Truss, Sign Panel Mounting Detol Is Laminated Panel, Type A Overhead Signs, Truss, Removable Sign Panel Frames I 10'' and 120'' Sign Panels Overhead Signs, Walkway Detal Is No. I Overhead Signs, Walkway Detai Is No, 2 Overhead Signs, Walkway Safety Roi I ing Detai Is Overhead Signs, Truss, Pl le Foundation OVERHEAD SIGNS -LIGHTWEIGHT □ SI4A-5 0 Sl4B-4 □ SI5-8 0 Sl6-7 □ SI 7-8 0 SI 8A-8 D Sl8B-7 □ S20A-7 □ S20B-9 Overhead Signs, Lightweight, Balanced-Slngle Steel Post Connection and Mounting Detal Is Overhead Signs, Lightweight, Balanced-Single Steel Post Deta i Is Overhead Signs, Lightweight, Type A, Connection Detal Is Overhead Signs, Lightweight, Type B, Connection Detai Is Overhead Signs, Lightweight, Type C, Connection Der a I Is . Overhead Signs, Lightweight, Sign Panel Mounting Detal Is, Laminated Panel, Type A Overhead Signs, Lightweight, Light Fixture Mounting Detai Is Overhead Signs, Lightweight, Post Detai Is Overhead Signs, Lightweight, Foundation OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE D S39-6 Overhead Signs, Box Beam, Closed Truss Alternative, Foundation D S40A-I Overhead SI gns, Box Beam, CI osed Truss A I ternat i ve, Two Post Type Frame Members D S40B-I Overhead Signs, Box Beam, CI osed Truss A I tern at i ve, Single and Two Post Type General ~rame Detai Is D S40C-I Overhead Signs, Box Beam, Closed 1russ Alternative, Ribbed Sheet Metal Detai Is D S40D-I Overhead Signs, Box Beam, CI osed Truss A I tern at i ve, Two Post Type Frame Details D S40E-I Overhead SI gns, Box Beam, CI osed Truss A I tern at i ve, Two Post Type Frame Juncture Details D S40F-I Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type Post Details D S40G-l Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Type Frame Members D S40H-I Overhead Signs, Box Beam, CI osed Truss A I ternot i ve, Single Post Conti lever Frame Details D S40 I - I Overhead Signs, Box Beam, Closed 1russ A I ternat Ive, Single Post Conti lever Frame Juncture Details D S40J-I Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Cantl lever Post Detai Is D S40K-I Overhead SI gns, Box Beam, CI osed Truss A I ternat Ive, Sing le Post Butterfly Frame Detal Is □ S40L-3 Overnead Signs, Bax Beam, Closed Truss Alternative, Single Post Butterfly Frame Juncture Oetal Is D S40M-I Overhead SI gns, Box Beam, CI osed Truss A I ternat Ive, D S40N □ S40P OVERHEAD SIGNS -TUBULAR Overhead Signs, Tubular, Instructions and Examples Overhead Signs, Tubular, Single Post Type Layout and Pipe Selection D S40Q Overhead Signs, Tubular, Two Post Type Layout and Pipe Sections D S40R Overhead Signs, Tubular, Structural Frame Detal Is No. I D S40S Overhead Signs, Tubular, Structural Frame Detai Is No. 2 D S40T Overhead Signs, Tubular, Foundation Detai Is ROADSIDE SIGNS D S4 I -3 Roadside Signs, Typlcal lnstal lotion Detal Is No. I D S42-15 Roadside Signs, Wood Pasts, Typical lnstal lotion Detar Is No. 2 D S43-A Roadside Signs, Laminated Wood Box Posts Typical lnstal lotion Detai Is No. 3 D S43-B Roadside Signs, Steel Post, Typical lnstal lotion Detal Is D S44-7 Roadside Signs, Typical lnstal lotion Detal Is No. 4 SIGNAL AND LIGHTING DETAILS 0 ES-lA Signal and Lighting Details, Symbols and Abbreviations 0 ES-IB Signal and Lighting Detal Is, Symbols and Abbreviations 0 ES-2A Signal and Lighting Detal Is, Service Equipment □ ES-2B Signal and Lighting Detai Is, Service Equipment 0 ES-2C Signal and Lighting Detal Is, Service Equipment □ ES-20 Signal and Lighting Detal Is, Service Equipment 0 ES-2E Signal and Lighting Detal Is, Service Equipment and Typical Wiring Diagram □ ES-3A Signal and Lighting Detal ls, Signal Heads and Mountings 0 ES-3B Signal and Lighting Detai Is, Signal Heads and Mountings 0 ES-3C SI gna I and Lighting Deta ii s; Signal Heads and Mountings □ ES-30 Si-gnal and Lighting Detai Is, Signal Heads and Mountings □ ES-3E Signal and Lighting Oetal Is, Signal Heads and Mountings 0 ES-4A Signal and Lighting Detal Is, Contro I I er Cabinet Deta i Is 0 ES-4B Signal and Lighting Deroiis, Controller Cabinet De7oi !s □ ES-4C Signal and Lighting Derai Is, Contra I I er Cab 1 net Deta 1 Is □ ES-SA Signal and Lighting Detai Is, Derectors □ ES-56 Signal and Lighting Detai Is, Detectors □ ES-5C Signal and Lighting Details, Detectors 0 ES-5D Signal and Lighting Detai Is, Detectors 0 ES-5E Signal and Lighting Detai Is, Detectors 0 ES-SF SI gna I and LI ght i ng Deta 11 s, Pedestrian Barricades □ ES-6A S 1 gna I and LI ght Ing Standards Type I Standards and Pushbutton Posts D ES-6B Lighting Standards, Types 15 and 21 D ES-60 Lighting Standards, Types 30 and 31 □ ES-6DA Lighting Standards, Type 32 D RSP ES-6£ UgtTtinq Standards.Types 30 and 31, Base Plate Details 0 ES-6F □ ES-6H □ ES-6J □ ES-6K □ ES-6L 10 Degree Lighting Standards 10 Degree Lighting Standards Detal Is Signal and Lighting Standards Case I Arm Loading, Wind Velocity= 70 MPH Arm Lengths 15'to 30' Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity= 70 MPH Arm Lengths 20'to 30' Signal and Lighting Standards Case 3 Arm Loading, Wind Velocity= 70 MPH Arm Lengths ZO'to 45' 0 ES-6M SI gna I and LI ght Ing Standards Cose 4 Arm Load Ing, Wind Velocity= 70 MPH Arm Lengths 25'to 45' □ ES-GMA SI gna I and LI ght Ing Standards Case 5 Arm Loadl ng, Wind Velocity = 70 MPH Arm Lengths 50'to 55' The Revised Standard Plans (RSPJ and New Standard Plans CNSPl which apply to this contract are Included as -Individual sheets of the project plans. ... ._. ,,,., --......1-~.-1 '""''--_.,_ ___ ..1.._ ----1 , __ ....,..1-""-•-,,1,.J.-ot.1~ ,.,.",....+,-,,,...+ fn,-,i,l11rlo n1 ,+ ,-,,.-o nn+ I t mt +Ari to thn~A 1 nd 1 coted bv a mal"'ked box . DIST, COUNTY ROUTE POST UILES TOTAL PROJECT SHEET NO: TOTAL SHEETS 12 Ora. -12-4 1 14-e 7 144 To accompany p I ans dated JANUARY. 1988 0 ES-6N 0 ES-60 0 ES-6P □ ES-60 0 ES-6R 0 ES-6RA □ ES-6S 0 ES-6T □ ES-6U 0 ES-6V □ ES-7A □ ES-7B 0 ES-7C 0 ES-7D 0 ES-7E □ ES-7F □ ES-8 □ ES-9A □ ES-9B 0 ES-I 0 0 ES-I 1 □ ES-I2 □ ES-13 □ ES-14 D ES-15 Slgnal and Lighting Standards Type 40-0-80 Slgnol and lighting Standards Case I Arm Loading, Wind Velocity= 80 MPH Arm Lengths 25'to 30' Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity= 80 MPH Arm Lengths ZO'to 30' Signal and Lighting Standards Case 3 Arm Loading, Wind Velocity= 80 MPH Arm Lengths 20'to 45' Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity= 80 MPH Arm Lengths 25'to 45' Signal and Lighting Standards Case 5 Arm Loading, Wind Velocity= 80 MPH Arm Lengths 50'to 55' Signal and Lighting Standards Details No. I Signal and Lighting Standards Oetal Is No. 2 SI ip Base Insert for Type 10 and 15 Lighting Standards Left Turn Signal and Sign Standard Type 33 Signal and Lighting Detai Is, Electrlcal Det □i Is Structure lnstal lot Ions Signal and Lighting Detol Is, Electrical Detar Is Structure lnstal lotions SI gno I and L 1 ght Ing Deta 11 s, Electrical Detar Is Structure lnstal lotions Signal and Lighting Detal Is, Electrical Detol Is Structure lnstal lotions Signal and Lighting Detal Is, Electrical Detar Is Structure lnstal lat Ions SI gna I and LI ght Ing Deta i Is, EI ectr I ca I Deta 11 s Structure I nsta 11 at Ions Signal and Lighting Detal Is, Pul I Box Detal Is Cant! lever Flashing Beacon Details, Types 9,9A,9B Conti lever Flashing Beacon Detal Is, Types 9,9A,9B Signal and Lighting Detai Is, I S"O I ux DI agrams S igna I and Light Ing Oeta i Is, Founaotion lnstal lotions Pedestrian Undercrossing Fluorescent.Lighting Fixture Signal and Lighting Oetal Is, Splicing Details Slgnal and Lighting Detal Is, Wiring Detai Is and Fuse Ratings Pedestrian Overcrosslng Fluorescent Lighting Fixture EXTINGUISHABLE MESSAGE SIGN D ES-27A D ES-27B D ES-28 Ext I ngu i shab I e Message S 1 gn, IO' ' Letters Ext i ngu I shab I e Message S 1 gn, IO'' Letters Extinguishable Message Sign and Flashing Beacons SIGN LIGHTING DETAILS D ES-29 □ ES-30 0 ES-32A □ ES-32B □ ES-33 Mercury Sign Lighting Equipment 36'' Fluorescent Sign Lighting Equipment Sign Lighting Equipment Signal and Lighting Detal Is, Sign Lighting Control Internally I I lumlnated Street Name Sign NEW STANDARD PLANS □ NSP D79 Precast Reinforced Concrete Pipe Direct Design Metmd □ NSP FS-1 Construction Project Funding Identification Signs □ NSP FS-2 Construction Project Funding Identification Signs □ NSP H-/ HigtM'ay Planting Abbreviations □ NSP H-2 HigtM'ay Planting Symbols □ NSP H-3 HigtM'ay Planting Details □ NSP H-4 Higtway Planting Details □ NSP H-5 HigtM'ay Planting Orrigatfon Details! □ NSP H-6 HigtM'ay Planting Orrigatlon Details! □ NSP H-7 HigtM'ay Planting !lrrigatlon Details! □ NSP H-8 HiglM'ay Planting (Miscellaneous Details! ST AND ARIO !?LAN l~ST (January, I 9 B 8 Ed l t I on) Revised I l/15/90 CONTRACT NO. . --~·,-' .. X - X x---- , . , ,•' X ,. • . X . 0 w >-Cf) Cl) > 0 w w er: Cf) • w > f-w <{ er: 0 w f-<{ 0 '--0 >->-w Cl) Cl) f-o o <{ w w _J z ~ =i (9 () ()_ w _J Cl) <{ W I 00 0 -f-z :r: _J (!) w Cf) (!) 0:: z w <( > .0 0 z f-0:: (!) w Cf) ro w _J Cl <( 2: C, -I-< I-re C, 0.. Cf.) 2: < cc I- LL C, I-2: w aE I-cc < 0.. w C ' < -2: cc C, LL oID -....I < c.:i ~ LL C, t:: ~ w I I-< I- Cl) ~ FORM DC-OE-90-PF (REV .. 1/86) 8639444 z 0 1-u =i 0:: I- (/) z oO vU . mo ..±z r<) w (\J GOLF COURSE MAINT. ENTRANCE . • -' NEWPpRT COAST DRIVE ENTRANCE TD LOS TRANCOS PARKING LOT I ~---------~ \ ~_,_ ______ ___,c=,-\------1-'--+-~ ~+--'~----------=.-=._-:,,-~+-=-sP=L--~, --+, --I I . ROUTE 2~ 2so 260 21.0 2so 2901 / 300 / ~ - 1 L - 2 / • I L - 3 '+--+-____ L_-_4-++---' / -L - 5 (_ -------- ~--r-7-tt==------=--=-t=t----t----t--+--' 4---~/ "'-----1-.::::.._"-----"L..._C,.___ ENTRANCE TD ENTRANCE TO PELICAN POINT CRY ST AL COVE , CRY ST AL COVE STATE PARK HISTORICAL SITE Lil z _J I u I- <( ~ 0 0 + '<I" '<I" (\J <( I-en FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' I I // SAND CANYON r AVENUE ENTRANCE TD WISHBONE HOTEL '------1-c:,.., - z 0 II 0i'.= ::,:: -<! u u w ::::, -<! :r: 0:: CD -<! 1-1/l 0 lO z O~o Qt.OU OOz + + -co Cl'.) (.!) ID lO W i<J t() co / , 330 340 ~ 50 36) l.-;u-0 1--_ __1:L~8J===f----~L=:.:..:':9_U-~71,-==~·;-s~p-'='-L-::.-:2c...--_L_-_1 ~O 2 I ' 3 I (ENTRANCE TD REEF POINT DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Ora I !Z.t I 14.8 8 144 • REGISTERED CIVIL ENGINEER ~1'-0fESSiON-4{ 0' ~ WILLIAM ~ ~ ~ fi WHEELER ~ "" No. 412'1-3 "' PLANS APPROVAL DATE 1-...;.;......;. __ ;._ ________ 4\i< E 3-31--)5 * ~ xp. =-=--~ ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL J'~1: CIVIL 11.--'i!-''<-c OF 0 '' l~IJ MANAGMENT AGENCY co< 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 . THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 KEY MAP AND LINE INDEX ND SCALE cu 12208 EA 0E0251 0 B.C. STA. __ . NOTE= FOR COMPLETE R/W' DATA.SEE R/W RECORD MAP AT DISTRICT OFFICE 11 1--~1:tii·l:22 X LEGEND PAVEMENT REMOVAL 1----+--1 ==t:;:~, PROP'D, INLET /LOCAL DEPRESSION ====== EXIST. STORM DRAIN PIPE X >-Ill 0 UJ (/) ifi a: UJ ~ 0 0 UJ (/) > ~- UJ ~ 0 ">-@co ~ ~o o ...J UJ UJ :::, z ::.'. O (!} 0 ...J (/) UJ <C UJ I 00 0 'x----1:- :c t!) z ::J w t!) z <( X (/) a:: w ~ 0 z '~ t!) w (I) ID w _J 0 <( z C i= < I-CC C 0,. c,:, z < cc I- LL C 1-z w :a: I-CC < 0,. w Cl I 145 145 0 231+98-22 B.c. P.M. 14.8 231+91-40 END CONSTRUCTION 8 END WORK .... -j. ,, ' ............... -u· .. "a::i.••· R/W I 3 i4 15 '6. ' 7 i 18 9, to • 238+61. 77 239+41.82 239+.90 .1p 240+50~11 ·, 241+32.27 242+17.27 ·243+36.10 243+96.ll + 78.87 BEGIN PAVEMENT R/W ~EGIN·CURB ....... ,.~··· ........ ~ -. ' ...... . • • •m• ••• • o .. ,• . .... )., .. ....... [· ....... l - ...... 1' ... .l. ' • • , ••• •••" V • . . ••• , ••••• -•~,o• ., •• ....... 1, . ' ........ , .. , .... ~~~/s\El:787_l 239+01.71 • 239+81.77 239+93.43 240+53.43 24J..+61.27· 242+52.27 243,+39. 43 243+99.43 0 IO , ' ' 1949.QP' · ..... 2000.00' 534.08'- 534.08' 50.00' ,50 .. 00' 35.00' 35.00' ·50;00 1 50.00' ; e• Tf' bb" • • '. 8°. 11•--0011 __ _ 4°.17' 21n'· 4~ 17' 21 11 · .3° 48' • 50 11 3° 48' 5111 .. 90° 00 1 00" .90°.·00 1 0011 . 3° 48' 5111 3° 48' 51 11 . LE_N.__ . TA.r,1:c . ~!~•:,i•5,• l 111~~~~/ . 39.98' 20.00' 39.98' •. 20.00' • 3.33'. 1.66' 3.33' 1,66' 54~98' 35 .. 00' 54.98' 35.00' ·3.33' 1.66' 3.33' 1.66' 234+83.87 E.C. 0 z +18.87 BEGIN CURB 51 • LT. IO 8' EXIST. E.P. t <t a:: I- ALL AREAS OF EXISTING PAVEMENT WHICH HAVE FAiLED AND WHICH WILL BE USED FOR' FUTURE TRAVELED WAY MUST BE REPAIRED SEE"EXISTING PAVEMENT REPAIR X-SECTION" ON SHEET X-4. . •• . 8' EXIST. E.P. .......... ~ , ....... . ...... .:s .. ,., ... ......... ····-oa, ••. Or':> .. ······+ ··•·· ·-sro·. .. Kl -s:1:·· ... J t • ' .. -l--...... ~>N"· • ·~·="•• ·, ... . .. . . .. ' ' .. ,, ... ·»--···· • . ...... t ... + ' ' "'··'. ui. w • -0 88o/c ... : ......... ·.--.. 0 I' , .. ····--/ .......... ~ "1"··-- .• ··i• . ._ ......... ',,_ .. .... . i., ~~ ........ t•·· ............ ' " ... !. - · .... ~_, ........ ~--.... \. .. .; .... ' •••••••• .. •<•,.,••+,-••"" _ • ., ••: ••mv ... ., •, .. ., .... ~ ~-- . .. " ... ,,. ~· .•... --~ ... •••• w •• .c ..... .; ... . ····••· l .. . ·····---'-·-. ••••• . ;, ........ . y ... . ...... , . . ... .... t· .. ' ,, ...... t .. X Station Cu, Exe. Vds. Emb. -FORM DC-OE-90-PF (REV. 1/86) 8639444 74 9 ..... ~·, ....... • . 194 19 . ; . 231 ·19 ' .... ,. .... 1. ' ... .. , .. 231 19 . f .. : . ····-···' .. ' ....... ·l - . .. , .... ; , ...... i .. -... • ...... , .. l ....... --- ' ., .. j .. . 250 19 ······-..... '-. ., . .. ' , ' ' ·j······· ••• ........ , ... , ... ,., ..... .. ·• , .. , I, .. ' 2 0 19 FOR REDUCED PLANS ..... ,, .... . ~········· i-····· .. \., .,,, ... ,. .. .. l . f Rlri'HT:FL0\·1LiNE ,: .... , ..... -••••• i--... :: ••.. /.-.::·.·.: .... ~.·-L::.... . ...... i ; ••••••••• --·. : .. :.· .... ; ..... .. <.:. 0 .... J 269 37 1 ......... , ... 2 3 74 3 ORIGINAL SCALE IS IN INCHES. . ~+76. 77 3 8~ x50' - 11 3 STA.240+45 GOLF COURSE UNDERCROSSING >< GOLF CURSE MAINT. E TRANCE ENTRAN E TO PELICAN POINT I . 5'x35' LANDSCAPE AREA (SEE PLANTING PLAN SHT. HP-I) -..... . ... '=" ... . . ........ ,, ,. ..... . . ........ .,. ..... "·' .. ' ...... "i ............. --- 352 65 250 37 .................. . ..... ; . , ., .... 231 111 DIST. COUNTY . ROUTE POST MILES TOT AL PRO"1ECT , SHEET TOTAL NO. SHEETS 12 '12,4 / .14.8 9, REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WILLIAM WHEELER 411243 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY p,3-31-9 CIVIL OF C~\.\ 400 CIVIC CENTER DRIVE WEST SANTA ANA CA. 92702-4048 r., TYPE 8-2 CURB PER L!...J DETAIL 4 SHEET CD-I r,;i REMOVE BARBED L=J HIRE FENCE r;i SIDEWALK SEE ~ DETAIL 1 ~HT. CD-I [}J HHEEL CHAIR RAMP N8-B CASE E ~ BUS TURNOUT SEE • ~DETAIL 2 SHT. ~D-I r;;, STRUCTURAL SECTION. ~TYPE 1 • . ' , + 12.77 ~ STRUCTURAL SECTION ~ TYPE 2 ..... ! .. (/) z <( _J a. t!) -_J~ 1/l -Cl ~ ~<C. _J I:-c::: u wt!) • ::.'. WW 0--ID 1/l 324 426 cu LANDSCAPE AREA ••• . 0 I'-,.: ON·•· + ..... . ... -sf (\J . . 'St .. • ... N~ NOTE: fill! WHEEL CHAIR RAMP • . N8-B CASE B,WITH· ORIEN- TATION MODIFIED PER DETAIL 7 SHEET CD-3 TEMPORARY CONSTRUCTION EASEMENT LIMITS SHOWN ON CONTOUR GRADING PLANS. 130 135 .... , 130 135 __ SCA.b~• ..... -1 ... •••••••• ·tt □Rtz .. :.1.~ .. =;::so • : .VERI-L 1_'.'=si•·· 12208 EA OE025I .,, 0 :,:, s: X STATE OF CALIFORNIA X X DEPARTMENT OF TRANSPORTATION DESIGN OVERSIGHT " 0 I 0 m I ti@ t&!l/w~ ALBERTO ANGELINI "' 0 I -0 .,, -:,:, m <: ~ ' 0, 0) ~ en -< . Q. ~ 1--;;;-,-;;,I ~ I ~ .J---,.......ll I I ~ 0 C (>I II\) bl lO 0 Cf) .. ' i ' : ' ··.···•·· ... ,., .,. i . [ '. 1 ·--··'" ;·· ' ' 1 l i I -c.,J 0 ' \ '. . ' ' ' -c.,J U1 • i • 244+00 ·1po.91,··· ,! I ·o· I •i ..... ;UJ • '-li,. ~44'-i:50 .• ,1!30;. 74 f • ·2;45+'.oo' J ~o .:sr .. • ' ' < \ ; \ ' ' ! '. L~.L.! ' • -c.,J 0 i ' ' ... c.,J U1 • I 244'+()() : \ , , . 'i:(J32,-' 27! 1 i : ! : : • ::,: : '::: • ' .. '. ! ! • ' • • 12'44~50 ! • '! I • • l(1 3 2 1 4) ' • r I I ; i '1: I ! • . •: I ; • ! ! ! ! I }ff'..;: j f;;: . i 1, ~f j:rt~~x! i 1 -~~ i ~ ! ' i Ti 0 -c.,J U1 • ' I 244+00 _fIB0,99' ~ ... )'. r' , .. 2 : L'. : , . , a..c. ! fi: ! ! ! • • ' . ' ., ··t ~ ;_, , 245+22'.27, EC. !oi 0 "T1 :D. 0 Gi :D z :D > m r-C c:: en o o m > C .r-"O ,-m -1N .i:,. 01 Cl> (,0 -11\) Cl> .i:,. 01- -11\) (>I~ lD- -11\) ~ .P., -iro -.J .i:,. Cf)_ en ► 1:-: II\) -;);I~ Cfl z ,I.O lD z 0 J: m en 0 - .'N, =1~1 F\l 'ID 1--.1 °' IC>J a> 0 C N N 0 O> m )> 0 n, 0 N-Oi NI~ Ow I\) (]lllD Cf) Cf) c,J (>Jl_j!> -.J (>J ➔ ' -' ; ' ... ··--<··+. 245+50' ., 3.0, 40, ii: :·;1:"_, .... ,, ., ~45:+50. '. 1'(·1'31' '72) V ."-c,,;v • • ••••~"• ., ll•'• > ••~ i • ~ T, 130.72,' ~ ;:,:'i:•;=j 0 • 2·45+:sb:. ' J ·30 .,63 . • . , • . I : I • ,: i ! . ; !•i i i : , , , {L;.! I. • • , ' ' ' . ., l"" • vi• \ ••' _._, ... ~· ' ' .•. ~ . . .. ! , • , , , 1, .. : : : :I\ 1: , .. , ... 246+0'0 8 ... 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([I STR~CTLJRAL SECT101'1 · · TYPE 1 .· • · . • · STEEL CASING PIPE, SEE CONSTRUCTION NOTE~ SHEET CD-5 .. v WHEEL CHAIR RAMP N8-B CASE B, WITH ORIENTATION MODIFIED PER DETAIL 7 SHEET CD-3. .. . . ..... , .. , .. . ....... ~· ....... . ' -,f • j1o!sTRUCTURAL SECTION TYPE l • !43! IRRIGATION POINT OF CONNECTION PER SHT. CD-5 .. : .... ., -.... \ ... L-... .... ,, ........ . .. ' .. ...... ,, ' ....... J 0, 125 . , ... ., , :, ....... _. ... ' . . .... ! ••• ...••. :scAtE··· ....... \., ... '"' .. -,. ...... ,,, ... .,,, . ' -.. :. . .. , . ..... l HORIZ l"-"50'' •••••• • Vt~r:i-f ~I5 .. • •••• • ••••• 125 120 125 12 CExc.;:c+. __________ 3""'1""5'------'-'------'3"-"3"-"3'-------"'-~3,:,....-_____ _,::2=-"'---'------'-'7"-'6"'---'-'---'--'------"'3'-.!.7~ _____ ....::O,!__ _____ ~o ______ _:O!,!._ _____ ..;c_~--------Co,!.__ _____ ___,!OL,_ ___ ___c _ ___!,8,!>3~ __________________ --l Yds. 'emb. 19 37 0 9 9 0 0 0 0 0 46 65 0 1 2 3 FOAM DC-OE-90-PF (REV. 1/86) -0039444 • FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208 EA OE0251 • X X .. . . x---- p .• ( X X >-co a w (/) > w (( w !;;: a !-:r. (9 -~ w > 0 z (9 CJ) w 0 & C i= i:::i:: ... cc C CL. Cl') & i:::i:: cc ... u.. C ... & w a: . ... cc i:::i:: CL. w Cl ·a w (/) > w (( w !;;: a >-co Cl w :.:: 0 w I 0. z ....J w (9 z <t g 0::: w ID ....J <t NOTE= FOR COMPLETE R/W DATA.SEE R/W RECORD MAP AT DISTRICT OFFICE +50.00 JOIN .:!t:PT 4,• LT. 33' LT. + ' . -~~· .... ·--~-... ~ ,, .. )· .... ··~ .-.;. ....... ·--;· , ..... ·----._ .... ~ • .,,,~·•••o,o.,,~·o,•••••<-.,o, -m •••••••,•,···~••••• ••, """••)•••-• ., •• wjm • \·••• c• ------! - Station ·-on······-•··· ·:··.oL.6 ••• ... , ... +· .... ,,, .... :. PORTTQN'.OF sso··•v~c~· ... O"'t • .... : ... ; .. ·: .. l'-N ... ('\J.-- ········· ·"··--·N-··· t•••H .. ' .......... ·. .... + ....... . ... ·O s:t· .. . f:':;. (\L: . ·N- . ····t·~ ······~-, ...... ··'·· --~·--,., " . --l • .. '.:Rl~HT·· .. fLOHLI NE ... " ..... t,.~., ,.., ...... :_..... . ! ' • ......... , _..... . ..... ) EXISTING 5' WIDE SIDEWALK 0 B.C. STA .. 27 270+92.06· E.C .. STA. '271+07. 95 28 271+44.OO 27i+87. 29 .. 29 2,72+20. 71 272+64.OO . · •• Ri·;;· I ............ -l ... ~-· X IT] 11 t--------i-t---+-·-------- CURVE DATA RADIUS DELTA LEN. TAN. 53O.OO' 10 43' 06'' 15.90' 7.95' 240.00 1 10.0 23' 26 11 43.52' 21~82' 24O,OO' 10° 23' 26 11 43 ~.52 I 21.82' . :· ·,··s··7·5•·····v···c· ••••• •• rv --........ ,o .. .... • il6' ... ..... ,' ~--· ........ ,, . -· ~ ., ',. P ...... I· • ····s·r' ·A·····-· ·'279-• ,,..s····· · ....... •...... . ..• ·; .. " -+-t:::.. ··-.\. L_ .. DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 12.4/. 14.8 12 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE WILLIAM WHEELER No. 41243 Exp.3-31-95 CIVIL C~I.\ 144 COSTA MESA CA 9 6 CONSTRUCT.ION NOTES TYPE 8-2 CURB PER DETAIL 4 SHEET CD-I REMOVE BARBED WIRE FENCE ~ STRUCTURAL SECTION TYPE 1 (@] STRUCTURAL SECTION TYPE 2 . ~ METAL BEAM GUARD. , RAIL, TERMINAL SECTION TYPE A 8 B BREAKAWAY, TYPE 8 FLARE IE] TYPE Al'-6 CURB ALL AREAS OF EXISTING PAVEMENT WHICH HAVE FAILED AND WHICH WILL BE USED FOR FUTURE TRAVELED WAY MUST BE REPAIRED SEE"EXISTING PAVEMENT REPAIR X-SECTION" ON SHEET X-4.· .... -. "' .. Os:!" . ·•·oo:t ',W v•+-"·• ('\JI") .... 00(\L •• 0<£L ... ll)(O + ... ... ('\J ('\J ..... 00 ('\J ... + .. ····_ (\J~·.:······,_ .. rt:>~---· • OON N~ .. ... ·---- S:c···· ;A•:d ....... . -nL;E; - . "y-., , ........ , ",.._ • •• •• •• ••• ,. -y HORI z; .l"=r50' Vt::Rl.' r~~s· • L. ••••v••••••.• .. :••J .. y ••••_-.-.•.•.; ··:·[•·. ·A··v. (".\'.LI ·T·········· 1:: .:.:.4·· ::., -... ,·· . ., ....... u.v---· ........ ,,,.L······-•--v•: .... _ .. ······--····· V 00 0 , •••••• 0 •••\ 000 0 00 00 •• ••• !•• r,xc. 259 324 287 287 259 241 250 241 250 259 250 250 259 Yds. t-----t------------==-------.,.--=~-------~~~-------~=~--------=-~-------~~~-------~=~--------=---'-'------------=-"'-'"'---------'==---~-----"==---------'="'-"'---~------'='='----~----'-------------------1 .._ ..... _-,_.e_m_b.1------,,---,,--~':.,;2.:::0~ ______ 5;;:.l.,.9~__,,---,----"6:.,;2.:::0~__,,-----=2:..::.6::.::9.__ _____ l:.,:6:.:,7 ____ --,,-,-:.:,2=-o"--=-~===-~=4·6---, 65 148 185 139 93 74 -____________ ...... ___ 'T"" ________________ ..,__ __________________ .,.... ...... ____________ .,.... __________ --1 FOR REDUCED PLANS o 1 2 3 FORM. DC-OE-90-PF (REV. 1/86) . l . -86 3'344~ !•. : .!! r. - ,· ORIGINAL SCALE IS IN INCHES . " cu 12208 EA OE0251 • . ' \ \ X X ·x X ,. >-[ll 0 w Cl) > w a: w ~ 0 ">-fil [ll ~o ....I w ::, z oc.9 ....I Cl) ~ LU 00 z Cl -1-c:C I- CC Q a..' Cl) z ,::c cc I- I.I. Cl 1-z w a: I-CC c:C a.. w Q 0 LU Cl) > w a: LU ~ 0 >-[ll 0 ·~ 0 LU I 0 NOTE= FOR COMPLETE R/W DATA.SEE R/W RECORD MAP AT DISTRICT OFFICE ' . B.C::: .. STA.· E.c;. STA.. • • RADIUS . DELTA LEN. TAN., .. 30 ·.287+97.95 288+37~30 530.96 1 4°.15'.·2611 39.3,8' 19.70' 31 , 2as.+1Jt._61. 2_s9+11.95 •s30;·00~ 4° ·15·, ·2611 •. :i9~·3s• 19.10• 32 rcB9tclo.29 .2.B9+c9.!ol .• 50;00 1·::J" 4g,·5oii 3.33; 1.66' 33 ,.cB9+Bia.c9 .. cEl~.!}19~,•ioc 50.-00! • 3° 48(>5111 3 .. 33' . ·1 .. 66~ 34 290+67.95 291+02.95 35;0Q' 90° 00' 00 11 '54.98 1 .35.;00' 35'.:::.291+40~45 291+75.45. ·. ·,35100.1 . 90°·00 1 00 11 54.9!3·, 35.00' 36 292+53.79 292+57.ll 50.00' 3°,. 48 1 . 5.1'' 3.33' 1.66' 37 293+13.79 293+17.12 .50.00' 3° 48' 51" • 3~33' 1.66' 38 • 29·3+25.45 293+68.44 • · 530.00' 4° 39'. 4011. 43.12' 21.57' 39 294+20.51 294+43.34. 530.00' 4° 39' 4011 43.12' 21.57' 40 293+65.24. 304+00.81 · 2100.00' .28° ·15• 1511 1035.57' 528 •. 54' 41 294+43.34 304+00.81 2151.00' 26° 01 1 24 11 980.72' 499.03' L-.;;!4~i.._,2.,_,9"-"3,;,c+-><65~2.:z__1--,.3~0::..4i;:+:..:::0:.::0:,.,8""-1---'-__.___,2=->0p::9...:0,:.;:0,:..'·__,· __._..:;2:.::8:...0 _.· ·__,1""'5_· __,1""'5_'' -~·· ..:..·· .,_,IO~IO:::.a..:4.::2_' _..____,5"'-'1=5..,_7.,.0_' _. ,,_ EXISTING CURB 0 0 DJ • EXISTING SIDEWALK , l=:======-===-==~=-=-=--=-==::±::=::..:'.:::::'.:3::.::====R=-=/=W=-t====d!=--===:=:..::===-=======-====---=:::::::· II. . ll+ic.95 El' it 5 □' Station ·······> ·-----' •·• o• '' ._f .... , • ., + I"') oov. NI ...J. I ....... ; .......... . 284 .. ,, . • • l•-... , ···l .. , ' ... ,· ...... l-, ... ......... -~-j""" •• .... ,. . 285 286 R/\-J ....... ~.: .... ., .... .$..--..... ". . .... ,., ' ,. . '1 . '.__ ...... · .... . •••• V"~' ,, ... •.,.~,,,-,,,o••• _•••;" • • ;,,,. •••• • .. , ;-•;r-••••••;,,, ,,___.,._.,,,... -RI1GHT: FLOWLI.Ni: ; ... . ... :: .. :j' . . . . . . . ..... . . ... ... . . ---, .. ,.,w~-__ L ..... ., ... , .... ...... j . --+··-~···· ::::iL-"'--'---- .287 . . u u.i FORM DC-OE-90-PF (REV. 1/86) 86 39444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ENTR TO LOS PARKIN SEE Sl-!1 NCE RANCOS LOT SPL·l 2.!♦ I z z-,,T-• / 7-- /_ 3 11 ENTRANCE TO CRYSTAL COVE HISTORICAL.SITE 4 3 SE.E SHT. SPL-1 1 2 3 N 49°29'55"W ./293 'x50' ~--'-"''-=-~---13 +30,45 --10' x 30' LANDSCAPE AREA (SEE PLANTING PLANS SHT. HP-5) ! +65,24 BC X R/W DIST. COUNTY ROUTE 12 REGISTERED CIVIL ENGINEER POST MILES , TOT AL PROJECT SHEET TOTAL NO. SHEETS 13 WILLIAM WHEELER No. 41243 144 PLANS APPROVAL DATE 1-~~~~=~-====~~~--1.1-l< ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL CIVIL OF C~I.: MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST S T I :::,. CONSTRUCTION NOTES DJ TYPE B-2 CURB PER DETAIL 4 SHEET CD-I [fil REMOVE BARBED \-JI RE FENCE 0 SI DEHALK SEE DETAIL 1 SHT. CD-I III \·JHEEL CHAIR RAMP N8-B CASE E • []J BUS TURNOUT SEE DETAIL 2 SHT. CD-.! WHEEL CHAIR RAMP NS-B CASE B, WITH ORIENTATION MODIFIED PER DETAIL 7 SHEET CD-3 . illSTRUCTURAL SECTION TYPE 1 . [@) STRUCTURAL SECTION TYPE ,z cu <.O .•..... . Q)..:C. ('JO) .. 12208 . ' IT§] TYPE Al-6 CURB t 001 100 ; ' • ., ....... "~ .... ........ .; .. 95 ······· ········ ... ·., .. / ... t-=-"-1 ...... , -,, ...... ! ....... -~: .. 100 -........ ' + ... 95 ·--- EA OE0251 r X X .)!, ' , I ,----.----,,..------------------------------...i.-----.,...----------·-------------------...i.--------------------------------J.-----------------------------------...i....,,.---.----..-----..-------------.-------,.-------. POST MILES SHEET TOTAL >-[lJ Cl w Cf) > w a: w ~ Cl Cl w (/) [ij a: w ~ Cl ......_Cl>->- W [lJ [lJ ' 1-o Cl <Cw w ...Jz ·:::.::: ::> (!} 0 0-w ...J (/) <CW I 00 0 NOTE: FOR COMPLETE R/W DATA.SEE R/W RECORD MAP AT DISTRICT OFFICE o. 0 + \ 1,£) U") CJ') \ C'1 ....I 298 )I' X d R/W X 299 EXIST .. E.P,. JOIN EJ.15T. BIKE PA1\.I )/ 0 .B.C. STA~ 40 • :293+65 ~ :24 41; 294+43. 34 42>, 293+!i,5 .24 .• E.C. STA •. \ .304+.oo.s1 • -304+00.81 .304+.0 □.fll· n a ';( SEE SPL~I . . ' SEE SHEET •. • BR-I ITO BR-__,8-....._ + 14. DO BE&IN GUARDRAlf REMOVAL ';( ...J .... FOR CONTINUATION OF BIKE TRAIL < et: .... • Li.I ~ ........ et: cc 0 O• :Z • a, .... It) • (!) It) It) Li.I + r,.... CD )( CURVE DATA RADIUS... ·DELTA,· 2100.00.'. 28.0 • 15'. 15'' . 2151~00' • 26° 07' ·2411' 21149.: □□ ~--· • c B0 15' -I 5" TRJ\NCOS SSING ROUTE .LEN. ··• 1035.57' • • 980.72' I □ID.4c' 1 1 o• -CLASS I BIKE TRAIL . •TAN, 52S.54' 499~03' 515 .10' STA-+OQ.81 E.C. /2 3/4"0 D STEEL CASING ~ . Jo:4 LO -=--= -- D 0 (SEE GRADING PLANS) 0 0 + R!W DOMESTIC w. CRYSTAL co~TER To . DISTRICT ( S E HISTORICAL EE SHT. CD-6 J. . \\ \ DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Oro 12.4/ 14.8 i 14 144 REGISTERED CIVIL ENGINEER .. CONSTRUCTION NOTES m TYPE B-:-2 CURB PER DETAIL:4 SHEET CD-I 0 . REMOVE BARBED WIRE ~ENCE. ' [I] STRUCTURAL SECTION TYPE I. [I) REMOVE EXIST .• GUARDRAIL . [!Qj STRUCTURAL, SECTI_ON TYPE 2 -. riil STEEL CASiNG PIPE. SEE CONSTRUCTIO L'...'.J NOTE <5 , SHEET CD-5 , @I FLARED DEPRES5ED CURB DRIVEWAY APPROACH, SEE DETAIL 6, SHT. CD-I_.· r.:7 METAL BEAM GUARD RAIL , l.!..'.!J TERMINAL SECTION TYPE A AND B' _. BREAKAWAY, TYPE 8 FLARE ) 431 IRRIGATION POINT OF CONNECTION x----PER SHEET CD-5 • X X z (!) -U) w a ::;.: Cl -1-c::c I- CC Cl Cl. Cl) z c::c cc I- u. ' Cl I-..: w a: I-CC c::c Cl. w Cl 95 8 Station ....... , .. .. ·--1 - } .. ••• ~•• ••••• •·• ·•o<rn C • ,.j, ..... _1_ .,.,. ·-·· ...... :: .1rl •~· ..... ., ... (.!).., ..... .... Q ... .. -o ; + (0 .. ! ,, 00-....... ,i, .. . 010·· . 0-iro ' ..... !.,. ....... . . ..... [D .. ····--· .... >. . ....... -, ... , ·-· . • ' ..... , .. •• .. -+. ~u --····" ' -55 - 0. • • • ..,, •• • u• • ., ........ +---- • •U• C ~ •. 0••• .... :. ·····••<'"'""'•"····· •••• FINISH SURFACE' AT :c. L; ...... 1, . , • . ... -i··· ........ -.. ................. .; ....... . ' .... ""'. ---- ............ ,., -.... -_, --···· 60 •• """•~ M ....... .. :,--..... . , .. ; . . ..... -i·· --· ....... . .......... \ .. , ... ' . '······ .... 55 '-='Exc..:c+· • _________ _,5=3-""O-"'6-~ __ __,,5:..,_4..,_,3,,_.,5"----'------'5,,,_· -'-79><-6,.__~ ____ 6::::....:::O..:::6..::,:5_·--'-I ,-----4~73:,c.1,,,___~-~~2~9--':'3--':'5-~-~'-'--'I.L.!7..,'-I3"'-,-'.-'-------=2"-'6~5~7 _____ _,,,_!...."','"---------'-· -~2,.,._,2"-'7~8,!____.:.__ __ _:2=2~)3~ ___ .:.__~824!,!.3....ll---'/!..__ _______________ ~---------1 Yds.r-91 Emb. 0 0 0 435 I 2 639 6 380 4 667. 4 • 1102 2 398 3 361 I / FORM DC-OE-90-PF (REV; 1/88) eG,39444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ·O 1 2 3 ' cu 12208 EA ,OEO251 ' ' \ ( X •. X x---- X X -.. . •• 0 >-L1J [f) Ill > 0 L1J L1J a: [f) L1J > I-L1J <I: a: 0 L1J ~ 0 I-z J: :J (!) w (/) (!) 0::: z w <( > 0 0 z I-0::: (!) w (/) CD w _J 0 <'.£ a:: Cl -I-< I-I:!: Cl 12. v., .i::: < = I- LI. C I-2 LU a: I-= < 12. LU Cl < -a:: = C LI. I -...I < (.) LI. Cl i LU I-< I-Cl) ~ NOTE: FOR COMPLETE R/W DAT A, SEE -R/-W RECORD _1'1AP--A:r D·I-sTR I CT OFF I CE /Y') • '<t ii5 STA. t-06.26 8.C. R/W 0 43 44 45 B •. c. STA .. 308+06. 26 . • 308+06.26 <3j4 ~07.35 DOMESTIC WATER TO CRYSTAL COVE HISTORICAL DISTRICT • (SEE SHEET C0-6) · r--:.. + lO E. C~ STA. 319+42.33 • 319+42;33 319't42.33· ROUTE 1 60 55 -60 55 Station Cu . Exe. Yds. Emb. ~· . -,----.. ,. .i ••• •• • • •• '-o ~TC"•• . • ... ,,. 824 4028 ......... -.,..,, ................ , .. ...... i -· ......... ······· .. - 824 3 750 R/W 981 1963· . DATE 5I-IAKE 51-lACK Ac;cESS (SEE DETAIL ON SI-IEET CD-2) 1-78 • I 96 1 RT BEGIN 1046 1056 io lO 889 ·1352 FORM DC-OE-90-PF (REV. 1/86) 8639444 CURVE DATA . RADIUS .. ··•DELTA LEN. 27.55.00' .. •· ·., ' ... 23°.11' 5111 1115 .. 42' 28 06.00' • .. 23°. • 11' 51" •• 1136.07 . • 2857;00· . 10° 55' I I 2G": • -·· •. 544.70' ,. ,..o7 .35 BEGIN S RUCTURAL SECTION TYPE 11 1 1 ' TAN~ 5.65.46' 575.93' 2T3.l8' . STA. +42-33 E.C. \ EXIST. E.P. \ ---------- EXIST. E.P. R/\J DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS i2 Oro 12.4/ 14.8 REGISTERED CIVIL ENGINEER ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL . MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST • SANT A ANA CA. 92702-4048 THE KEITH COMPANIES ,, 2995 REDHILL AVENUE COST A MESA,CA, 92626 15 CONSTRUCTION NOTES r.7 TYPE B-2 CURB PER L!..J DETAIL 4 SHEET CD-I @J REMOVE BARBED WIRE FENCE . . r;;i STRUCTURAL SECTION ~ TYPE 1 0 REMOVE EXIST. GUARDRAIL 144 ------- -------------=--=~~-==~----__ --~::_-::-,-,;CLASS I BIKE . . • • \._ TRAIL (SEE GRADING • C") ~ STRUCTURAL SECTION TYPE 2 i-: 0.: • "rf I-; 0::: .. m. '·LO 0 ·o co . st lO • + LO i ........ -.... , .. . ..... L .... ' .. ,, •..... l 778 3 36 -...J (/) c:t ~ 0::: ...J t-u w . :,.:: o- -(Il .. ._ - +-07.35 51.tl□'RT. ANBL.EP□lNT, B.C. l L. __ +_7_5_,E=N=D~M=·=B=.G=.R=·- 74' RT. +O ND GU RDRAIL REMOV L _ BEGIN FENCE REMOVAL 1343 2 33 I 713 657 . FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 PLANS) ALL AREAS OF EXISTING PAVEMENT WHICH HAVE FAILED AND WHICH WILL BE USED FOR FUTURE TRAVELED WAY MUST BE REPAIRED SEE"EXISTING PAVEMENT REPAIR X-SECTION" ON SHEET X~4 . u . ; ..... . --. ... -~ f ... . '"'· l·" ..... ·1· ., .... 1657· 750 2046 806 3 • ... 1. ... .. , .. .... , .... METAL BEAM GUARD RAIL TERMINAL SECTION TYPE A AND 13 BREAKAWAY, TYPE 8 FLARE. . . . { ~--'--.. -· ExisT .. GRfitihlD .~ .. •.••••• ···CENT ERL I NE • ' ••• • -•• "••• • "T ___ .. __ .. , ........ . cu .. , ,.., .... ·······~ '' -+· ..... -, ... ..... .' .. ...... { .... ··.·· -,s:c··A· ·L··E:·· ·······•• ·· ' ··-· ' . . .. ,-. ., ... _ -' "" •••••·• !, h• '"' m"•' • ••• -"" + ~.,_,,,. ••• .. . .. . .. ' ···•·•·· ... ~bRtt;:r:35?:°~( ;:;: ..... , .. , ... VERT.•la:;5. ., ... _ ...... , i ........ ' ................ ,, ~ ,, ..... ; ... -'"• .... ; ·····::·~ "''.'' . . :. ... L·····.•···A· ·y··o-· ··u··r'.•··•·I' ~-7 •· . ·." ;· ., .,. • . .. ·._ .. ""··~-·l.;.,-... ,"":-~ , ... .• . ........ , ' ... ····-• " 1······--•.... ;··· ,v -~·-·-• • ·····--· , •• , ... __ 12208 • EA • OE0251. 100 95 100 95 100 95 \ . . ., ' X X ·) >-co 0 w (f) > w r:r: w !;;; 0 '>-8 co t-o <Cw .Jz :::, "' 0~ .J (f) <CW 00 x----1- J: (!) (/l -.. 0:: w > 0 z I.!) CJ) w a & C) i= < ... cc C) CL en :a:: < cc ... Lt.. C) ... :a:: w a!: ... cc < CL w Cl . . X 0 w (f) > w r:r: w I-<(, 0 >-co 0 w :,.:: 0 w I 0 z .J w (!) z <t g 0:: w ID ....J <( --·--• .-,, ~ . •· -------· • -~ - • ,. . CURVE DAliA . .. i NOTE= FOR COMPLETE R/W DATA.SEE R/ij RECORD MAP AT DISTRICT OFFICE . u . u.J IV') IV') C\I I 0 u 1-w w !.i: J: (/l - 46 ' ' 47 48 49 I 50 ' 51 52 53 54 55 B • c:..'I,.;.::·. STA . ' . ki ._c_ ~ . S 'l' A_.,_ • Dfi ■ ti I I ·--323+37.13 ' 323+'1,()~45 50.00' 323+.97.13' : ..... 50.00' 324+00.46 .-. 323+67. 13, 323+4'70.45 50.00' 324-f-27.13 324 30.46 50.00' • 3?5+ 40. 34 325+43.r;l 50~00' 3 2.lii tOO. 33; 3cGf.03.Glo 50.00' ·325+08.79 325+43.78 35.00' 326+07.Sl 326+42.79 35.00' 327+92.79 ·328+32.14 530.00' ' • 328+73. 4-f 329+12.79 ·530.00'· I I N ~ Zw Ow I-(/l (/l • z ....J <{ <{ 0::: 0:: 1-o m o::: 0:: <{ :::, :::, u (!) EXIST. E.P. 1--'-"-o "'---f··· --. -· ..... : ....... ., ........... . ~ + O') -r-.. IV') I ...J • <1- 1-LJ.J Cl.) LJ.J :c LJ.J Cl.) z 1-4 LJ.J • ...J LJ.J Cl.) - :c c.., I-< :c 0) • O· I'--.,_ lO I __ EXIST~ E.P. ALL AREAS OF EXISTING PAVEMENT WHICH HAVE FAILED AND - WHICH WILL BE USED FOR FUTURE TRAVELED WAY MUST BE REPAIRED SEE "EXISTING PAVEMENT REPAIR X-SECTION" ON SHEET X-4. ....... , ..... .,_ • . ' <RlGHr:•·-fLOi·1LrNE····· ·323 -. I . ' _ .. a ~-~-r-• ~•--• ~~• ~--~• ~~ •~•~ 10' CLASS I BIKE TRAIL (SEE GRADING PLANS) ..... -' ID ..... ·-··· ····.0··_· .. • .. ••.• . . ---· ~- .•. • ··.30 30 · . 30 3• 3• .. 30 • 91° as· 40 .. 40 .. , ---~ ---.. --.,.•-~~ .~ .... . . -·-, . .... ,.,. -, DIST. COUNTY ROUTE POST MILES fOTAL PROJECT SHEET TOTAL NO. SHEETS ...... , .. •1•n. • .-,· T M"RO . - . :•II n. .. 48' 5111 •. • 3. 33., -. 48' '51••· -3.33' 48' 5111 3.33' 48' 5111 3.33' 48' 51" ' 3.33'· . 48' 5111 3.33' 40' 3611 • 56.00' 23' 54"· • 54. 00' 15' 26" 39.38' 15' 26" ·39.J8' ' / 5 324 32 l i2 Oro '12.4/. :14.8 '1.6 144 -:1 «; 1 . i 1 1 36 34 19 19 i I FUTURE SAND CANYON AVENUE lfilI) REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE t\SSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA,CA. 92702-4048 . 41243 xp. ~~31-9 • ,,--.. CIVIL or c~\., 150' THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 ·~-1,-IO 3/4" O.D. STEEL CASING, RIW / j:._/ II • • N 0 O') 01 + _J (\J _ rt) rt) INT. . -clDIN N 44.0 26' 31 "W '-" i,a 11,,31.01' "" c:c· 5+76. 36; II = 13 LJOIN o __ .......... ___ .,... ___ -----------------+-1-~---,-----,.;,,..,.--..... --------.---------~ 1- LJ.J LJ.J :c Cl.) 6 L 3 7 328 ii 329 ~ 330 331 JOIN ~332 t; -/(t_ _/~ __ -_ -r-_-_-,-/-. ---r--r---r--++-,--,...---r---,...+---cr--+---+--'------T---r---r---r---r--.--_ -__ -t_-__ -,_.-_.-_ r-. -;_ Nr::-:-t_ ~ ~a' a u i ,-r ~14. .. 90 · 1 o• -CLASS 1 79'RT. .. 70 , C\I R/W BIKE TRAIL 74' RT. ----.....,___ ---......_._. -...J :c u I- <( ~ LJ.J LJ.J Cl.) C~STRUC'TION NOTES ~ IRRIGATION POINT OF . CONNECTION FER SHT. CD-5 r.l TYPE B-2 CURB PER L..!...J DETAIL 4 SHEET CD-I [II REMOVE BARBED HIRE FENCE (}]SIDEHALK SEE 0ET Al L 1 SHT ~ CD-I 8)HHEEL CHAIR RAMP NB-B CASE E @) BUS , TURNOUT SEE . 12' X 50' 3 l-'r---"'-'c....=...-...1 -,, 23.79 □ !'-C SEE GRAD! NG PLANS l DE'lAIL 2""SHT. CD-I r:::1 STRUCTURAL SECTION ~TYPE 1 ' • Cl 1.0 7 X 79 ' 111 . rt) t•BB39 ~]t LANDSCAPE ARE.C-. • ~ • (SEE PLANTING PLANS , SHEET I--IP-7) • 8 • ' ,; • TRANSITION FROM B-2 CURB TO B-4 CURB THROUGH CURVE ........ ·+ ... WHEEL CHAIR RAMP N8-B CASE B, WITH ORIENTATION MODIFIED PER DETAIL 7 SHEET CD-3, ~ METAL BEAM GUARD RAIL TERMINAL SECTION TYPE A . AND B BREAKAWAY, TYPE 8 FLARE [Lg]STRUCTURAL SECTION " .TYPE. 2 ---- f"i7l STEEL CASING PIPE, S~ L!.!J CONSTRUCTION NOTE %) SHEET CD-5 0WHEEL CH/\IR RAMP DETAIL 1 CASE G [fil TYPE B-4 CURB PER DETAIL S. - . .'.·:... ...~ ' -'""•i• . . ......... ,, .!,. ·~ .............. , ......... ~ , .JJOTE.=.L.SEE SUPER•· El.:EV.A lTON .... DIAGRAM. ,FOR; AREAS.·.·· .•.• .. ·., : ./ -i -_, BETHEEN ST°ATTONS 2H!of40.l9tSHT.SE;I) 321 +on:ao ... ,.,, .. ....... __ ,,, ·; ...... ~,, .... ... , ... .. t ....... -.. ............ ; ' • ... . ... or-,,c .. ,·. _ol!) •· · I!)..-. 00 -+. •· +· .... ; ·...;,.n: .:·<\Jn • • . t<).-',; ... -I")-·· .. ·n=-··•·---.... • .. ::-:..rv,~.· .. ----.--·--· _._, _____ ... -, • .. .. ' ~ ......... -_,_ -t .... , .. 1--.. 115 110 1 1 . 115 110 ,~Ex::.::.c:+-. ----,--------'!c·5~2:!,2,__ ____ .!.!II~0~6 _____ __,,9~9~( _____ _,7'=5'=9!...._----,-------'-:7~13=---'--'--'---::8~5=--_-i-_----"1~3:="6~1 ----'---'l'c'I ==------•_,tlr;-;4-:-f-4--'------",3,;;9_;,,8'"'". --'--;-----"'3c;.274 _____ -':'3:!"2~4 _____ -'.:;3'-;-;I5c"------'-------.----,----,-------i Yds.'e°mb. 667 509 389 176 83 343 435 • 472 481 250 74 194 315 FOR REDUCED Pt.:ANS ' 0 1 2 3 FORM DC-OE-90-PF (REV. 1/86) 8639444 ORIGINAL. SCALE IS IN INCHES cu 12208 EA OE025I ' ' . I • )( )( \ , ·_.)( 1 1 '1 -I r. •· " ·-. -, )( ,, 0 :Il ;:: STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DESIGN OVERSIGHT CALCULATED/ DESIGNED BY DATE REVISED BY 0 " I && ft!Mwt9!!iMY ALBERTO ANGELINI CHECKED BY DATE REVISED _o m I "' 0 I .,, ,, -:Il m < ~ ' O> 0) - -< Q. • " C "' -m I I I I I..! m/m 3 X y () I\) l['i) Ul lD lD en I\) II\) en lD lD .en uJ CD 0Ien1 ,,Ul uJ 00 lD a-, 0 0 1 i i i I I !--!-~!-: ' ; i i ' ' "' """ .. i . ! \. . '. \ • ·- ii' b • : . .:...... w N ;··'' .. / ... ''332:+-00 , 1 1'11:.92.1 ' . : .. : : ' ' '.33~+50; [l 11 ; 83 • . . . i .. : ; ; i •• • : A;_: --u, .. : ..., I . -'3~2+00 -;o 13~q5) ' . I, I:: '< 1 ; i I 332+50 I \J 1 :2 • 90) :; i'f '~y~+~'gi ~-8~1 iO. •' • 1 • ' i I i : . • : I i i • : I ' ' . I 333+ 00' , . . 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C) w I C) g a:: . w m ...J <t. 11 0 105 1 1 0 105 11 0 105 NOTE= FOR·COMPLETE R/W DATA.SEE R/W RECORD MAP AT DISTRICT OFFICE 0 0 + l/') s;;r en ~I • --' • ' • a, • -N 8' 10 .. LEET. FLOJJLINE ... ' -- ' . t ... Qlf) .. •·•••· O(\J ... ••• 6 13' (X) EXIST. E.P. R/\·/ .... <"" • ...... ...... -...... "-1 ;., .. l ... ---... L ... ... . .... { -· R/W ~ PROPOSED ENTRANCE TO \·/I SHBONE HOTEL X---"T"""---X-±------ u, . IO ,,..., c=, ' . ,... .. ., ,-. -· \. ... . --.. ~ -~· , ... ,. 4 3 ENTRANCE TO REEF POINT SEI SHEET SPL-3 ...... ·>.·· .... ..,"."'"" . = ' .... , .. ;, ...... . ,. .. . . .. .. , ~-· ,; . . . .. -f-···" < . .' •••.. -i ...... --···~--, .... ~ .. ···"1 ···, ... ;_ . .. ... -< I . ' 0 '"' . ! ,,. , .. , CURVE DATA . BoC. STA . E.<;:o. STA.·· . RADIUS. DELTA 4 3 59 .60 61 62 63 64 65 • 66 67' 68 8' X 50' + 45. 38 ~ +05. 3B 346+1 3-46+9 ?.47+4 348+□ 3.4.8+8 3-<19+5 350+6 351+2 351+4 352+2 2.38 3.04 D; 72 · I]. 12. 2 .. 38 5o38 8.72 8._72 O.38 1.04 .. .. , .. -, . 346+51.73 530.00' 347+3~.38 530.00' 341 +44. □4 s □.□□' 348.+04. O':i 50. Q[l·' 349+17.38 35.00' 349+90.38 35.OO' 350+72.04 50.OO' 351+32.05 ' . so·. 00 1 351+79.73 53O.OO' 352+60.38 53O.OO' . , ' .. ....__ ... __...;., 40 15'•26". , . :40 .' 15' 2611 3• AB' '51" 3· 48' 51 " 90° 00' 0·0 11 90° 00 1 0011• 30 48' 5111 30 48' 5111 . 40 15' 2611 . 40 1s.1 • 2611 '.;' ' " _,' ALL AREAS OF EXISTING PAVEMENT WHICH HAVE FAILED AND WHICH WILL BE USED FOR FUTURE TRAVELED WAY MUST BE REPAIRED SEE "EXISTING PAVEMENT REPAIR X-SECTION" ON SHEET X-4. R/\·/ w u z w Ii.. w > 0 '.2 □ WO a:: --+ 10' x 30' LANDSCAPE AREA (SEE PLANTING PLANS SHT. HP-9) ........ --1-.. . .... -~·-··· ..... \- • Y" V ••• •~! ,_ ••• . -... -----r· •-••.w••n•••~--j •,--., , ..... ; ..... -~· f ··- ....... . ~ ..... ........ m--• ' -····/ \ - •• : .. ~-·., ,, .. -<-~-:-, ... ··n _·-•<:. ...... I.() CX). ............ JV)(X) . ..... 1 •.. ...... ~om ••• i .. ·--o· ....... ,· • •co .... + (!) __ ,,n .•· .. ·.-__ -·· : l.() en • • •• JV)(~) ....... l - ,.,. ... " ,.... ., .. ,. ······O···· .. 0 r--.;·· • .••... :.·. ::+. r::::: ·: LEN. 39.38' 39.38' :r. 33 ,. 3. "?13'; .54.98' 54.98' 3.33' 3.33' 39.38,' 39.38'' .• -. , SEE SHEET R-1 0 o- TAN. , . 19.79' 19.70' ( • io!a I I :Glii'• .. 3.5. 00'I 35.00'' l .'66' 1.66' c,'19.70', •• 19.70 1 : ! . .. ., . BEGIN CONSTRUCTION DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Qrq 12.41, 14.8 18 ' REGISTERED CIVIL ENGINEER WILLIAM VVHEELER -{-Z.\ -C):2-. No. 41243 144 PLANS APPROVAL DATE 1------------,-----\\-!< Exp. 3-31-95 * ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL CIVIL MANAGEMENT AGENCY or, c~1.1 400 CIVIC CENTER DRIVE WEST SANTA ANA,CA. 92702-4048 STA. 358+00.00 BACK :: STA. 358+06.65 AHEAD P.M, 12.4 R/\·/ .. 0 :::! IO <t + a:: Cl. a:: <t ::::, fiz] WHEEL CHAIR RAMP N8-B CASE B, WITH ORIENTATION MQDI- FiED PER DETAIL 7 SHEET CD-3. t!) zt-=. (!)a:: JOIN EXISTING GUARDRAIL END B-2 CURB : ... ·••l{) ··•- 1·····; , ·O Oil) . ... + (\J ... 0 ··QI.() • + (\J • ·'"·--·o W-<- 1 CD IO •• ••••· ii:) K +o .... . .... . '' ...... . j •• • w••:• -••--~ • ••• • • ·•••• ,,. ' ........ '· 1431 IRRIGATION POINT OF CONNECTION PER SHT. CD-5. c·•~1 .... -,~•• . ' ...... ···•-•"f ..... . ........ .:-...... "' ..... , .. 0 ... ···-----., ......... --·.: .. ··-... . ... ,.. . .. . Lt) "'" • +1'0 o: .. . · I'-. • . . .... .. 0 Lt) . ... ' • ....•.• + {]) ··········--00 ........ . Lt){]) •• n<.6 .. . --~-J ... ., . . . .. . '........ ,. .. , ..... .. ·.: ----'' .: ...... ' ............ ; --... ' . ' ( ...... -·" CONSTRUCTION NOTES (TIHHEEL CHAIR RAMP N8-B CASE E ...._ . ~ BUS TURNOUT SEE t.:::...l DE.TAIL 2, SHT. CD-I r:::1 STRUCTURAL SECTION . ~TYPE I • • ~ STRUCTURAL SECTION ~ TYPE 2 EI) STEEL CASING PIPE. S~E ~g~~fR~B.!JON NOTE.%>. □ METAL BEAM GUARD RAIL l..!:!l.A 79, TYPE 7 FLARE .. ! ... .1 .. """., .• -~--.. --.,. ... ' ..... __. 75 75 75 ... ---;••·" ...... ,.,. . • • .... Qi , .............. .. •• • -•'"'" V • ---···"'. ' •...... .,,, .. ; " -.... . . •'• .. ,. . ... -' ,~ ., ... , .. _ ....................... -..................... : l;:~•.ro:v T·.·•·:11. -?<.1?0•-:1:: __ •. Exe. 324 35 611 602 546 870 843 657 694 528 981 Yds.FEm::..:.b+. ------'-------'3""s~,-'-------.CI8'-><Q-><6---~-'---1"'""13'-'-Q----'----2::=,=5:,>Q=,-9----'--'------,2=-==-6794'-:--'-----,,""",,'-11""----,-----""-8-"9"'-8--------=-7><....L..-----....::,2:.:el3:...,_ ____ '----=~4"=:6c-------'-'-::!-=---------""-""l-:::-9--------'"'--"';-l=-9--------------------i 0 1 2 3 FORM DC-OF.-90-PF (REV. 1/86) 8639444 FOR REDUCED PLANS .ORIGINAL SCALE 1.S IN. INCHES cu 12208 EA OE025I_ .. ... • • • X X x--- X X ~ Ii ~ ~ . . . ..... ·-.... .;. .... . .;.. ;. ' -- l ' • ,. ' ' 1 •• ' ' ~-' . , ' . '-~ . :, ' .. , .................. .......• ···----.. --,,,_,,,,, ... _,,, .. : --·····--· ............ ' .... : ..•.. ,••-··· .. -· -·-···· ·--:••···-·························: ·-···· .. ············-····· • .. : ...... ··-········-········-·· ·····-····· .. ·-········-····· ,, ' ~ • t-,. i i + ' • ··:· :· j ·: •• . I .... . . .. . 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UJ ~ :z < 0 l-a:: UJ a:i _j < J I ~ ~ ~ PLAN I , I I I FORM DC-OE-90-PF (REV. 1/86) 8639444 RECOMPACTED NATIVE 12" MIN. WPJ -0 -- 0 - r __ --) -· . ~,;-. . .,._ _J :s: w 0 CJ) .) _ WP.J. SHALL BE CONSTRUCTED IN SIDEWALKS, 111 MIN. DEPTH _ ,AT 10' INTERVALS AND AT ENDS OF DRIVE APPROACHES, CURB . RETU~1NS, AND TREE WELLS. JOINTS SHALL BE EDGER FINISHED _ (R=l/8 ·) - - - - • • ---• - - - •-· -•-------. ' SIDEWALK LAYOUT- FOR CONTINUATION OF SIDEWALK SEE LAYOUT N.-T.S. I ' r---F()R CONTINUATION 0F SIDEWALK SEE LAYdUT ---PCC SIDEWALK 4" THICK ~-CURB ~-WHEELCHAIR RAMP CASE"E" STD.N8-B • CD SIDEWALK AT CURB RETURN LEGEND: WPJ N.T.S. - P.C.C. TYPICAL WEAKEND PLANE JOINTS NOT TO SCALE PORTLAND CEMENT CONCRETE• I MATCH STREET- CROSSFALL AC , AB Asa CURB FACE GUTTER LIP 12' 4' 2' 60' TRANSITION R/W 20' 5' P.C.C. SIDEWALK 80' TURNOUT 8'x50' P.C.C. SIDEWALK 12' 12' 2' TYPE 8-2 CURB ~ .. R -- STRUCTURAL---' SECTION TYPE I ' --' 'GO' TRANSi llON R/W~ . AB --------~:..---------..: __ LJ ASl3 --- SECTION A-A 50' (MIN.) a· x so· P.C.c. STRUCTURAL SECTION TYPE I \ ',' ', 60' -TRANSITION --SIDEWJ:.1.LK B ~ _ -· =50~ CURB FACE .~R=50'~ _ ,--R=50' LR= . 4' _] ~ t 8' -···'-=FLOWUNE -----· BJ 20' 20' 12' "'D" i 12' r---=--------1 VARIES o· -4' \_ STRUCTURAL SECTION TYPE I MATCH STREET CROSSFALL: SECTION B-B ©: ---=B=U=S~S~T~O:.:..P-=D~E::..!T.:.!:A~!L=-· __ _ N.T.S, FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 STRUCTURAL SECTION TYPE I 3 50' GUTTER GRADE CURB FACE DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora _·_12.41'14.a·2O 144 .. REGISTERED CIVIL ENGINEER QfESS/O LLI c3 • EELER ~ -{ --Z.\ -9:.L ~ 41243 ~ PLANS APPROVAL DATE No.-------'----'---'=----'-=---- 1--_ _.;...;.,_ ________ --'\-I< xp. 3-31:"'9 ASSESSMENT DISTRICT 88-1 CIVIL ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY . ~ c~ 400 CIVIC CENTER DRIVE 1'vVEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 _ R/W ., ' ' , 9' 10% MAX. -----...__i------------i GRADE ,1 I 2% "--._I /2" R. CASE A w· PER PLAN --TRAIGHT l ~ - GR DE ct a, a:: 6" . I P~R IPLYANI PLAN I P~R I P~ANI FINISH GRADE FINISFI GRADE ,. X "I. y w I y • , • X ~ I BOTTOM OF CURB ELEVATION -© FLARED DEPRESSED CURB DRIVEWAY APPROACH -N.T.S. - .,---TYPE 8-2 CURB OR - TYPE B-I CURB OR TYPE 8-4 CURB•, 0 TYPICAL S~~-:ION UNDER CURB CONSTRUCTION DETAILS CD-1 cu . 12208 EA OE0251 ,, . X X x---- X X ·- .. 0 UJ >-(/) CD > 0 UJ UJ er: (/) UJ > I-UJ <( er: 0 ---UJ I-<( 0 & 0 -I-c:c I-i:i:: 0 CL Cl) & c:c cc I- u.. 0 I- & w 2E I-cc c:c CL w Cl c:c -& cc 0 u.. -....I c:c t.) u.. 0 w I-c:c I-Cl) .... :z: ..... ...J UJ c.!) :z: < 0 l-o:: UJ CD ...J < \ I ~ N 21• /4' 40" W <.i ai (D (\J ID 0 + • 0 (D . -lO 3' TRANSITION CURB FACE BACK OF CURB ~---·_,,,6,,,,2.,,,,5_' O>!JF'---"'2_" _,,,C,L,__ ___ ~ 3' TRANSITION 6. •.• .. ' . ~ -~ . GUARD RAIL LEND OF GUARD RAIL .. 62,5' " 6' P.C.C. SIDEWALK SECTION A -A CURB TRANSITION AT GUARD RAIL DETAIL N.T.S. DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro .1 0 12-4/ 14-8. 21 144 REGISJERED CIVIL ENGINEER PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 LLIA ie HEE "" No. ~1243 CIVIL OF C~\.\ 3oDFa~--1--_ ---f--r--,_ -------RO (P -lO .. . ---&· ---------- --------- 309 -r------::3'::10 __ u_T_E ! ACIFIC · COAST HIGHWAY) SEE LAYOUT SHEET L-7 _ _ ------- -~---.---.-----------.......--------------------r-.------_-_-_-_-_-_~o~t~~:7::-:r· - - - _lt) ---It) -----------__ £EX. E.P. ------ R/W IO· CLAss ·• • . I BIKE TRAIL ------. • -~-------CJ 59.18 F.L. . • 0:: 59.91 fL 0.: ,.__ a;; co + 311 312 313 ----------- -------- - - - - - - - - --cJ . - - - - - - - - - - - - 9.38 59.73J 13 • I-~ 0:: a.. . st 0) -'sl" ,.,; . \D ,.__ . + co 59.26 . -I!) --------------------u t.5. 6 •l-a.. 0:: \D• 0 co . st "l ,;;t r<) .+ co ----- . u 0:: 0.: 0 0 + --------- 68.93 F.L. ------------- I!) • I!) 0 \D I!) R/W ,-.: .Q ------• F.L. 59./4 ' ---F.L. 58.68 12.10' 12.50' F.L. I 25.00 21.87' 67.44 65.F~ F.L ...... lO 0) 0 0) + 0 CD ® @ 0 ® ® 0 ® DELTA/BEARING N 17°45' 15"\./ 2°00· 10" 29°58' 11" N 05°49'47"E 34°22'39 11 2°21'46 11 29°47'38 11 N 60°42' 15 11 \./ <.i ai • ,-.: a.. 0) 0) ai . '1" + ------------------------- (.) 0:: 0.: r-- 0 a;; st + ---- F.L. 58.2 . • '\ . 't 1\.1\. I\.· ~ v· «· ~ '-... ,. ::-...... I-: 'DI I; • I 58.04 58.2 58.67 60.79 F.L. F.L. F.L. F.L 6 ".:: w 25.00' 21.87' '•• ~ "J • -JZ... ~-" / U.: ~ r--I r<> y ""~~ 00 <4-l Q w -o1 ~ Ill ·c.r "15' I I() ll.. I O LL A / \l) ll.. • THICKNESS VARIES----....,____ __ V=A~R=IE=S~ _ ____, <>'(;,~ ~ 1.1.. N . \D _....... I EXIST. 1....IIL-;...-A.C. OVERLAY , A.C. OVERLAY--_f t Ill l"MIN.-I8"MAX. O'MIN. -..!•'~ <o wa:, r--• -===================---L~~7~0~';M~A;X~. :=:=f'(_,V;~~~~l\,~~~I =~;~~ «, ~ _j f;; ~ ---=====::::::::==:::::~+-~~2==::::t===--..:t~s~TIRUCTURAL SECTION DA;; SH AKE SH ACK ACCESS : isUJLDING l--0 A.C. OVERLAY L ___ _J DATA RADIUS LEN./DIST. 60.00 2861 . 00 100.01 35.00 1 8. 31 85.62 50.00 30.00 2048.00 84.46 50.00 26.00 77.54 EXISTING A.C. PAVEMENT I" COLD PLANE EXIST. A.C. PAVEMENT SECTION A-A TANGENT 50.01 9.37 15.47 42.23 13.30 TYPICAL N.T.S. 0 ® @ (iJ) @ @ ~ @ @ DELTA/BEARING-' ' 30°23' 19 11 ' ' N 36° 44' 26 11 \./ . I N 05°49'47 11 E N 14° 13[ 17 11 \./ N 05°49[47 11 E 34°22'3911 2°21'46" ' ' 29°4V'38" I TYPE I SCALE: 1" = 20' FOR SIGNING AND STRIPING SEE SHEET CD-3 DATA DATA RADIUS LEN./DIST. TANGENT 0 DELTA/BEARING RADIUS 35.00 18.56 9.51 @ N 60°42' 15"\./ 60.00 @ N 40°39' 12"\./ 19.23 @ N 60°42' 15"\./ 23.33 @ 148°47' 10 11 2.00 . 27.23 @ 4°31'14 11 2557.00 26.00 15.60 8.04 @ 149°12'01" 2.00 2024.00 53.47 41 . 7 4 26.00 13.52 6.92 0 1 2 3 LEN./DlST. .1 9. 63 23.33 19.34 5. 19 . 225. 41 5.21 ---- u ci . a.. I!) 0 I!) + --- --------------~- EX. E.P. ~ w I-0... ,..,.. 0) I!) co st + I /2" HIGH CURB FACE (TRANSITION FROM I /2" C,F TO 6" C.F. OVER A LENGTH OF 4 FT.) TANGENT 7. 16 11 2. 77 7.25 CONSTRUCTION NOTES QJ TYPE "8-2" CURB PER DETAIL 4 SHT. CD-I. [ill STRUCTURAL SECTION TYPE I r,:;i TYPE "8-1" CURB PER L.@J DETAIL 4 SHT. CD-I. 1211 PROTECT IN PLACE. CONSTRUCTION DETAILS CD-2 SCALE : I 11 = 20' u m -· i--: a.. I!) r<) r--0 + FORM DC-OE-90-PF (REV. 1/86) 86 39444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208 EA .OEO25I \ x---- ,. ., X ' X ---- >-m Cl w en > w a: '- Cl w en > w a: w Cl>->-w m m ' 3oa 0 . m fO ru . fO 0 ---... . ------.c:-E_X. E.P. f2 0 ----lO -------·-··- ROUTE 1 ( PAC IF IC COAST HIGHWAY J ' 309 310 ' 311 ' 312 ---- 313 ----- - --"' --;;v-E. • P • --~,.... DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Oro 12-4/ 14-8' 22 144 REGISTERED CIVIL ENGINEER ~V-OfESSIO,i,-4 ~ t § ILLIA ~ /g WHEELER i _7-'-. _·· ..., ___ ,_-_~-'-.. --'-::--_, _. ------~ 41 243 -;;; u-;.P~LA.;;,N;.;.S.;..A.;..;PP_R;.;.O.;..VA..;L;...D_AT_E _____ -l\i< No. -3.,_,_-'=31'--'_"""95-it _ ASSESSMENT DISTRICT 88-1 • Exp • .::.......::..:.......,,= ORANGE COUNTY 'ENVIRONMENT AL .,,~,,.i' ....__c_iv_iL...-; :,;.'..,_ MANAGEMENT AGENCY or c~1.1~1:i~ 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA, 92702-4048. THE KEITH COMPANIES 2995 REDHILL AVENUE ---~ -.. 26 ----' ,L..1.1 l.:.ll., - - --3t<f ------------ ------.. -.--· \ ~Cl Cl -----------------------' -----------...1W W ::, z ~ Uc, U ...1 en w <CW I uo () ... .... .~ :z -'ii ..J w ' :t " ~ .:Z ·< 0 I- 0:: ~ IJJ a::i ..J <, ' ::;;;;: C) -I-c::c I-a: C) 12. en :!ii: ci:r:: a: I- u.. C) I-:!ii: w ~ I-a: ci:r:: 12. w Cl • c::c -:;;: cc C) I.!. I -...J c::.t c.:I u.. C) Cl w I I-<:::t I-en ~ ·~ ::::-- --------- . CLASS I BIKE: TRAIL ~ -~---------x. E.P • -------. -------·----- WHEEL CHAIR RAMP AT SINGLE CROSSWALK --------10\ N.T.S. V FORM DC-OE-90-PF (REV. 1/88) ,. ,.... ----------------------------------------------------------- 214 R16 • LO LO . 0 lO lO 1t::=============================================================~R~1;7!2E2~~ R 11 c:::=-=:j:::===l============t=:::::;=~I~:=:::~·~=====: ~ 225 R 11 A ' ~~ ~ "~ .; x1/ '. ' '--.__10, CLASS I BIKE TRAIL-----... ---~--w... _____ _ R44A,,.--, 1219 - 22 R 1 SIGNING AND STRIPING FOR DATE SHAKE SHACK ACCESS SCALE: 1" = 20' FOR LAYOUT CONTROL SEE SHEET CD-2 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I 2 ' • I ' 3 I u u u u u \..I --- - - -----r,:V -E,P, ----~,... NOTE: ' FOR MORE INFORMATION ON SIGNS SEE SHT. PD-8 u u --- cu -· ' --D LJ '-l - ---: ....._ ---• u u u ------------------- u u -CONSTRUCTION DETAILS CD-3 12208 EA OE025I X X x---- X X >-cc 0 LU (/) > LU a: LU I-<i: 0 " o>- LU CC 1-o <i: LU _iz :::, (') 0-_j (/) <i: LU ()O f-I t9 Cf) 0:: w > 0 z t9 ff) w Cl .. & 0 j::: c:z: l-a: 0 ci. (I) & c:z: cc I- LL, 0 1-2: w 2E I- CC < ci. w C < -& 0 LU (/) > LU a: LU I-<i: 0 >-cc 0 LU :,<'.'. () LU I () .. Z· _J w 19 z <! ~ w en _J <! cc 0 LL, ::::; ~ < c.l LL, 0 w I-< l-e,) ~ ~ ~ ~ (f) ~ ~-.. .. 7 . . K \ ·~B-2CURB ,,,-R/W I l'-6" I 16" I TELEMETRY CABINET 12' 0~ w ..... -- SERVICE B METERING CABINET NOTE : SEE ELECTRICAL AND TELEMETRY' DETAILS IN APPENDIX A TO THE SPECIAL PROVISIONS PLAN N.T.S. xx 130.0 F.G. 130.0 F.G. /_l_ . ,21 -1/.:'i:\V/'"~ "'""' / ~ ... L3" MIN. <€v~1~-T 0 (\J + ID \l) (\J ~ (f) ' I~~ -" p y 6" (x) ' MIN, u - "" . Q ~ <o>~ 1"F·R,<s\ w~(M) rt.7 ~o><f> ' ~ i ,-- 1 ' ! • .. _. . . .. ,_ .. L L • \~ I\ MIN. Ym J, h'<:' ~ U) y \\.~=? ri~JN, / /_. • < i t,-~-r1-J::....J'i8L..L[\\ -□rT t--t-,i------; ].JLJJ!!--r-4.--/4_,.1---1'"', ,-~-0--+--&+j+.-+----t-Hrt--tttt-,---t-·+-'--l-1---¥-- t--~) l,..d>~r'-'1--"'-;,m;rr-t\ ~ "±·□ Lo-L ,..::-__ ...... -:.. -~ A/ ) V ~ V ·.~ ~ 1---~l!SJ'~· -;N. V TEMPORARY THRUST I ~ ' BLOCK PER 1.R.W.D. STD. • -J_L..-===----Jc==::::::,._--,-----,-..L:c==::::i...::==---U.,_L...-,-,1. W-I2 IF PRIOR TO ON SITE PIPING 2' [,), d8-l<>-- - - - - - - - ---,------- 12" DIA. SUMP HOLE FILLED WITH 3/4" ROCK PRESSURE REDUCING VAULT ' E1LEVATION I N.T.S. FORM DC-OE 90-PF (REV. 1/86) 06 J!,444 I STANDARD WATER NOTES: DIST. COUNTY ROUTE POST· MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS A. THE WATER SYSTEM IS TO BE 11,JSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED. WATER FACILITIES," AS LAST 12 Ora '12.4/ 14.8 23 144 REVISED. ·.·: •••• ... --...__cM, THE DISTRICT ENGINEERING OFFICE SHALL ~E CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT 14) 476-7500'0R (7141476-7634. ' • • . ' . . ' A PRE-CONS11RUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITa 48-HOURS PRIOR TO START OF WORK. D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. • • • E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. • F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM • TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. . H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. AA • ~ I. ALL WATER MAINS,6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, ACP, UNLESS OTHERWISE NOTED. J J. NO TAPS OR OTHER'.CONNECTIONS.SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TQ CONDUCTING AND APPROVE°'K' -11 PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSJ:EM .. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED"-0/ MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN/,'-. • H • LINE'SHALLNOT PROCEED UNLESS A DISTRICT INSPECTOR.IS PRESENT. • . • · ~ . . . K. WHERE M.ETERS AND· METER BOXES ARE LOCATED WITHIN· SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT TH¼ METERS AND BOXES WILL BE PARALLEL AND FLUSH,if!ESPECTIVELY, WITH THE FINISHED SURFACE. . . . · . •. ~ L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK.uR DRIVEWAY AREA. .; • • • M; CURBS SHALL'BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. • ~ N. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI.OfNY • SPECIAL ON~SITE RECLAIMED WATER NOTES: . o:· -~i::s SHALL BE INSCRIBED WITH TiE DOWNS FOR ALL VALVE LOCATIONS. . . ·~ . . . L REGISTERED CIVIL ENGINEER ~ 0' ~ ~I\ \lf ESS 10 N.,i; WILLIAM WHEELER s 7-2-\-1::)'.Z-. °" No. 41243 PLANS APPROVAL DATE --------------11"' Exp;>-3I-95 ASSEMSMENT DISTRICT 88-1 J'1;-. CIVIL 11.,~'"" ORANGE COUNTY ENY I RON ME NT AL ' or c~1.,,ll MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 6" D.1.P. CLASS 52 WITH POLYETHYLENE WRAP AND BEDDING PER 1.R.W.D. STD. W-II 6" CAST IRON BLIND FLANGE 6" DIA. RT x FLG ML DUCTILE IRON SPOOL 6" DIA. FLG x FLG ML DUCTILE IRON SPOOL (LENGTH AS REQUIRED, 6"MINIMUM) 2" MIP THREAD x SWEAT ADAPTER DOUBLE STRAP BRONZESERVICE SADDLE 2" I.P. OUTLET 2" COPPER TUBING -TYPE"K" ·· ..... 0 •• •A; THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION o""Q' 6" DIA. RESILIENT SEAT IRRIGATION WJ\TER SYSTEMS WITHIN THE "IRWD" AND .THE ACCOMPANYIN.G PLANS AND SPECIFICATIONS. . ~ GATE VALVE FLG X FLG B. ALL ON-SITE CONSTANT PRESSURE RECLAIMED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON THIS PROJECT SHALL Bf§> 6" DIA. VICTAULIC COUPLING STYLE 77 IDENTIFIED IN ACCORDA~CE WITH THE "IRWD'S" REGULATIONS AND THE IRRIGATION SPECIFICATIONS. . . . . <v •• · • 6" DIA. FLG x ~ROOVE END ML D.I. SPOOL (LENGTH AS REQUIRED, 6"MINIMUM J *- C. CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED PVC. .~ D. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INC~UDE THE FOLLOWING: V CAUTION RECLAIMED WATER. NORMAL PIPE SIZE. PVC-1120. PRESSU_RE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES ASTM DESIGNATION SUCH AS 1785, 2241,.2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE 'A PRESSURE TRANSMITTER (0-I50-PSI) BRISTOL 2408-IOB-ATTACH TO VAULT WALL WITH SS TUBING PER DETAIL (]_)IN IRWD STD. W-2I ( INCLUDED IN APP ENDl:X A TO THE SPECIAL PROVISIONS • . 'V PRESSURE GAUGE (ASHCRAFT 0-150 PSI) E •• ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS /.>_ (al TAGS SHALL BE WEATHERPROOF PLASTIC,· 3"X4", PURPLE IN COLOR WITH THE WORDS "WARNING_ RECLAIMED WATER DOW 6"DIACOMBINATION PRESSURE REDUCING PRESSURE SUSTAINING NOT DRINI(" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE VALVE. CLA-VAL MODEL 92G-OI KC EPOXY COATED, WITH 303 STAINLESS PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL . STEEL TRIM . . (b) .ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: • •• (1) ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR ' (2) ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR (3) ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.· , F. WARNING TA.PE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYIN.G POTABLE WATER. • G .. 2" BRONZEGATE VALVE 2" BRONZE CORPORATION STOP 1.P. THREAD x F.I.P. .WARNING TAPE SHALL. BE MINIMUM OF 3: INCHES WIDE AND SHALL RUN CONTINUOUS • •• ~ CONSTANT PRESSURE MAIN LINE PIPING: THE TAPE SHALL BE ATTACHED TO THE TOP OF TLJEFP9te Wi~HE~~~\1~E~~~rB~~t}6'W 2" ADAPTER MALE 1.P. x SWEAT AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. • . . 0 2" H. 'f:u\~ENDINWG TAPE FOR THE c,pNSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORD'S."CAUTION~ ATERLINE BELOW IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS BLACK IN COLOR IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. • : · • . ' . · • · · · I. +~~~~:~i·~ i~1Tt~6:~1~16~ ir~Rg~ttT:RIOR TO THE START OF CONSTRUCTION AT (714) 476-7603 AND EACH WORKDAY<®> J •• ALL PRESSURE MAIN LINE PIPINq FROM THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 1 O FEET MINIMUM~ HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE '0} , PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED 81:LOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A~ MINIMUM VERTICAL CLEARANCE .OF 6 INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3. INCH WIDE RED WARNING TAPE WHICH READS "CAUTION -RECLAIMED WATER". ·. • .· . w K. THE IRRIGATION S. YSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BETWEEN THE HOURS OF 9:00 PM AND 6:00 AM <zy UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. · . . · . . . · . . . . - COPPER TUBING -TYPE "L" 2" COPPER 90° ELBOW-SWEAT 2" COMBINATION PRESSURE REDUCING PRESSURE SUSTl',INING VALVE CLA-VAL MODEL 92G-0I KC EPOXY COATED WITH 303 STAINLESS STEEL TRIM AND SCREWED ENDS. GALVANIZED LADDER (ALHAMBRA FOUNDRY A3400) WITH SAFETY CLIMB AND STAINLESS STEEL ANCHOR BOLTS. ADJUST ABLE GALYAN I ZED PI PE SUPPORT -GRINNEL FIG. 264 6'-O"x 8'-0" ASSOCIATED CONCRETE PRODUCTS SERIES 450 PRECAST VAULT WITH 4'x4' OPENING IN COVER AND 12" HIGH NECKING PROVIDE DIAMOND PLATE ALUMINUM ACCESS DOOR PER ACP DESIGNATION 3100-l I62B-T-I2 WITH RECESSED PADLOCK HASP .. L. • ADJUST SPRAY HEJ>.DS Tb ELIMINATE OVERSPRAY ONTO AREAS NO'[ UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE:<@> • POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. · • . . >.•• .•• • • PROVIDE SLEEVE AND SEAL SPACE AROUND PIPE WITH POLYSULFINE ' ' ' < • • •• • • • • • · SEALING COMPOUND M. CON. TACT THE"IRWD" OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TES.TAT (714) 476-7603 AND ARRANGE A A WALK THROUGH OF THE,SYSTEM. • • • • < · • · .. ·.·· . . • • •· V N. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES . AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. .. . . 0. WARNING TAPE ON RECLAIMED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT-BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. • 1. WARNING.TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. • . •~ • • . 2. WARNING TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUO, SLY FOR THE. ENTIRE LEN. GTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE OP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. •• . \ · • 3. ~ARNING TAPE FOR, THE CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE _RED IN COLOR WITH THE WORDS 'CAUTION • RECLAIMED WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN. COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. • •· . • FOR REDUCED PLANS • • ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I 3 , • I 2" UNION MALE I.P. x SWEAT CONSTRUCTION DETAILS CD -4 cu 12208 EA OE025I - X X ·-It . ' x---- X X >-CD Cl w (/) > w a: LLJ I-<( Cl '--o>-wCD 1-o <Cw _Jz ::J (.9 (.)_ _J (/) <( LLJ (.) Cl I-:::c (!) (/) 0::: IJJ > 0 z (!) (/) w 0 a:: Cl -1-,=i:: I-= Cl a.. Cl') a:: ,=i:: cc I- LL Cl l-a:: LLI a: I- CC < a.. LLI Cl < -a:: cc Cl LL -...I < (.;I LL Cl Cl w (/) > w a: w I-<( Cl >-CD Cl LLJ ~ (.) LLJ I (.) z ..J w l9 z <{ ~ 0:: w [I) ..J <{ si Cl') @ NEWPORT COAST DRIVE \\ i / ~,, \1 t ,, o:: t I\ ,,"' I' , 1 I I ,, cnO.. I ~ \ I ,, c,~' / Cl I ', I ' , \'o T C\J \~' >',s •• , / --:-f--.,/ . if, --~ \ ' ll>A / (l) ,, T \ \ V / -...; / ' \ , ,,.. --, 2 5' · 263+64123/4"0.D.STEEL', 1 ,,"' /A\ f , \ R/W ', /I ,, ,, , 1 1"1 ' 1_,;r>ci ' R/W 15' UTILITY BENCH SLEEVE PER SHT. L-3~ ', \ ... "'"' ,,,/ 1 1 ', \ _.......>, \ 11,,, ,, ,,. ,, , 1 I '-. I I I' , ' , .... ==----__ =F"-=-=--PJ::-i ----£__ = _. -=c ~=-. -;::::==---..:====-.,~'=---=--;-;'---=-=:;:,--_ -_ -----W 1 _. ,.,L----W • .., --::;t-=:::'."-:::::::~W'..:-:;:-:=-7!=-::::::;:::--=--=--/ --;:----ft!i----, ---r--. ~ - - _.,,,, ~ -----,,-,,-~--s~~---1-L---+--C>-111-----r---s ---... -D -----"'- TO LOS ANGELES <===::::i I,; •.,"'_ - - - -l I .. - - - - _') -,0--; T ----T (2 ~ 4,; 64. o ~ '-EXIST. I •1 IO co EXISTING 36" SLEEVE PAC. BELL j',... <t co I'-- B 1 <t +22.94 1:11-~-WITH 12" DJ.P. RECLAIMED L=l40~1/ ROUTE I WATER LINE ( I.RWD FACILITY) 253+00 254+00 265+00 266+00 I _ _ It) 257+00 260+00 - _ ; '7'"6'x8"RCP EXIST. GAS, -It) <t ----G; _fo _ 77'l-G --~ ----A ___ i B 1198 ---1-g --'-·--+---,o SAN DIEGO-. -G--- ,,.___ G --____ V'\_ --.--------'"---'=B'-".O:.:!...P..,_. _· -G ---=:::::> ---G --- -------l.:... R/W ~ SEE SHEET HP-3) , FOR CONTINUATION u ---........ , ----... ....... ID It) + It) I!) (\J j:1= (fJ '-.. L .... -------..;..;,~---- H 3'MIN:-f 'L= 280' PRESSURE REDUCING VAULT PER SHEET CD-4 UTILITY BENCH -• -....... .......__ ........ '--......G ---...................... '----..... -...... A "-=PROP. GAS ---... ~ 0 (\J + ID I!) (\J ;:! (/) ' F ' H B.O.P. CRYSTAL COVE -STATE PARK -~-------------------- R/W J .1/ ~ I.R.W.D. FACILITY .. <¢-~ (RECLAIMED WATER) lo -\. -Ge::, x,' D .............. ....... w ......... " ........ FORM 0C-OE-90-PF (REV. 1/86) MJ~u UTILITY BENCH s TO LOS ANGELES R/W in C\i I'-- 27" WATER LINE T ROUTE I - 0 ~ U') I!) \----1.R.W.D: FACILITY (RECLAIMED WATER) 3: 0:: u >: Cl.. \D _r8' I 1-S T --w ID ID I!) It) + <t It) E IO 347+00 348+00 <= -,----r--..1----:;~·--1-+--=!lt3~4~6~+=oo::--~ ___ 3_4_3-r+_O_O_i;,.. 344+00 345+00 --o c G --,., .. , ------TO SAN DIEGO __ _ -IO_,n_ ~ G-------------G----~ ----------G _ _L---=======:::::=== -- QUANTITIES 7EA-0 4EA.v 295 L.F.<§> 4 EA.(&> 575 L.F.<'.p 15 L.F.0 I EA. <g) 280 L.F.<B> 2EA.~ EA.<t9 295 L.F.<@> EA. (w EA.<B) .R/W C t=l43' 3' MIN. RECLAIMED WATER P.O.C. SYSTEM DESCRIPTION 2"COPPER SERVICE INSTALLATION PER I.R'.W.D. STD. W-2 REMOVE EXISTING TEMPORARY BLOW-OFF AND END CAP OR BLIND FLANGE INSTALL 6" P.V.C. CLASS 200, C-900 PURPLE PIPE WITH • BEDDING PER I.R.W.D. STD. W-11 2" END OF LINE SERVICE PER I.R.W.D. STD. W~3 STEEL CASING PIPE PER IRWD STD. W-13 12" D.I.P. CLASS 52 WITH POLYETHYLENE WRAP AND BEDDING PER I . R. W. D. STD. W-11 12" x 12" x 12" TEE WITH AND 12" x 6" REDUCERS WITH POLYETHYLENE ENCASEMENT, BEDDING AND THRUST BLOCKS PER I .R.W.D. STD. W-11 AND W-12 6" D.I.P. CLASS 52 WITH POLYETHYLENE WRAP AND BEDDING PER I . R. W. D. STD. W-11 6" R.W. GATE VALVE PER 1.R.W.D. STD. W-7 B W-8 BLIND FLANGE WITH THRUST BLOCK PER I.R.W.D. STD. W-12 INSTALL 4" P.V.C. CLASS 200, C-900 PURPLE PIPE WITH BEDDING PER I.R.W.D. STD. W-11 INSTALL 4" TURBINE METER PER 1.R.W.D. STD. W-17 INSTALL 6" x 4" DUCTILE IRON REDUCER FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 15' UTILITY BENCH R/W TO LOS ANGELES iD <J= l[) - SIDEWALK POST MILES SHEET TOT AL DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora 12.4/ 14.8 /A)~J?-, /4;L/,,' REGISTERED CIVIL ENGINEER 24 144 ~l,l.QfESSto,v41 WILLIAM ~ WHEELER -{ •• 1.-l -"31... "' No. 41243 PLANS APPROVAL DATE t------,.--------~\-1< xp 3 31 95 ASSESSMENT· DISTRICT 88-1 ..r-'.11: CIVIL ORANGE CD.UN TY ENVIRON ME NT AL ' OF c~\.1 MANAGEMENT·AGENCY 400 CIVIC CENTER DRIVE WEST SANT A ANA,. CA. 92702-4048 ,.: THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 SAND CANYON AVENUE I . I ::, oc u > 0.. ;;. >< U) .1-1----I.R.W.D. FACILITY (RECLAIMED WATER) w B D R/W -I'- ll) s ( --G---- D PROP. GAS EXIST. GAS 10 3/4" O.D. STEEL SLEEVE PER SHT L-8 R/W CONSTRUCTION DETAILS SCALE: 1 " = 50' CD 5 cu 12208 EA OE025I X X < '' ' x---- X X . ' I \ >-(lJ 0 w (/) > w a: w I-<( 0 " o>-wm t-o <Cw _Jz ::J ('.) () -_j (/) <CW ()0 a: w w z -C, z w I-(,) w -, 0 a: 0. 2: Q -I-c::t I-cc Cl Cl. (I) 2: c::t cc: I- LL. Q I- 2: w :::3E I-cc c::t 0. w Cll • ' c::t -2: cc Cl 0 w (/) > w a: w I-<( 0 >-(lJ 0 w ~ () w I () .... z .... _J w C!) z <( 0 I- ~ w co . _J <( ' . ~ .... I{) . 3( 5+00 EX, E,P.> . -.. I{) CU~/::3-..... LL. I ----=E:::..X_, E. R -----....I c::t (.) LI.. Cl Cl w I I- c::t I-Cl') @ . I FORM DC-OE-90-PF (REV. 1/86) 8639444 Q>- b) g:;:: ~ t--~ 1-'- 8~ !l'Jsi Rf=MOVE EX/f5T.~ I 4 X :!J ' WATE I"<: Vl'IULT I L-:J 00 30Gf47,O0 'I° 47.25 /NV. 8"W 54-.2 F.G. aor;; -f 47.00(GG,OOLT) ~EMOVE EXIST. BLIND ' !fLAN6E AND JOIN EXIST. /0" 0/\TE VALUE· cur::a _,,r ------------~+-------GTE------ aor;; tav. 50 (a,1 dr> .JOIN EX/ST/N<3 /0" X d" REDUC~ I 47.77 /NC./. 8 •• W. ,45. CD TOP IE" SEWEf'!. -----cL---,·E._X, -=E-'.P--_-+---- · · ALTERNATE •• A .. , TO BE USE IF L.B.C.W.D. VAULT IS NOT IN PLACE AT TIME OF CONSTRUCTION J LL ~ : <o IX;) :::; l'I) <'., ~ .... \!) ll.: () i-()-.. ~ . . ~~ -co 'M IQ ff) --. ' Cl) 'I- ~ ,55. / F,G. 51.:!JV JNV. a··w 50, 8 TOP E'7 .. Y'I 64, 8 FG. .. 51-02 /NC/. 8 Yv 4V-I TOF' If=" S --r~lrV - JOIN E,X/STING (43,,38 IN<./.) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES \ a I ' 1 I . 2 I ' 3 I • QUANTITIES I EA. 384 LF. f 416 l 2 EA. 2 EA. I EA. I EA. I EA. I EA. 48 L.F. II EA.J II EA.I II EA.I I EA. POST MILES SHEET TOTAL DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora 12.4/14.8 25 144 REGISTERED CIVIL ENGINEER vl'.OfESS/04-,i ~ :----..:"l ,§ ILLIA ~ /'] WHEELER \ 1 -2-\ -"?2-:::! 41243 ~ PLANS APPROVAL DATE ii No. 3-31 -95 >I- ' ,ASSESSMENT DISTRICT 88-1 J' Exp.___ - ORANGE COUNTY ENVIRONMENT A~-%-CIVIL ~o'I-~..,_ MANAGEMENT AGENCY ~~ c~ 400 CIVIC CENTER DRIVE \.JEST ,, SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 DOMESTIC WATER SERVICE TO CRYSTAL COVE HISTORICAL DISTRICT KK Ll A CONSTRUCTION NOTES 6" 90° BEND \JITH POLYETHYLENE WRAP .• BEDDING AND THRUST BLOCKS PER I . R. \J. D. STD. \J-1 1 AND W-I2 8" D.I.P. CLASS 52 \./ITH POLYETHYLENE WRAP AND BEDDING PER I.R.\J.D. STD. \J-11 8". 45° BEND WITH POLYETHYLENE WRAP • BEDDING AND THRUST BLOCKS PER I .R.\J.D. STD. \J-11 AND W-I2 8" GATE VALVE II. VALVE BOX PER I .R.\J.D. STD. W-7 AND W-8 8" TEE \./ITH POLYETHYLENE WRAP , BEDDING AND THRUST BLOCKS PER I .R.W.D. STD. \J-11 AND W-I2 1" AIR II. VACUUM RELIEF VALVE ASSEMBLY PER I.R.\J.D. STD. \J-10 MODIFIED FOR CONNECTION TO 8" TEE PER 1.R.W.D. STD. W-3 INDUSTRIAL/ COMMERCIAL FIRE HYDRANT ASSEMBLY PER I.R.\.J.D. STD. \J-6 ' 2" COPPER SERVICE INSTALLATION PER I.R.W.D. STD. W-2 . 2" COPPER TUBING -TYPE "L" 0 10" 90° BEND WITH POLYETHYLENE WRAP , BEDDING AND THRUST BLOCKS PER I.R.W.D., STD. W-II AND W-I2 ~ IO"x8" REDUCER WITH POLYETHYLENE WRAP • , BEDDING AND THRUST BLOCKS PER 1.R.W.D. STD. W-II AND W-I2 M 8"x8"x8" TEE AND BLIND FLANGE WITH POLYETHYLENE WRAP ~ BEDDING AND THRUST BLOCKS PER I.R.W.D. STD. W-II AND W-I2 0 2" END OF LINE SERVICE PER 1.R.W.D. STD. W-3. f J QUANTITY FOR ALTERNATE"A" CONSTRUCTION DETAILS SCALE: 1" = 20' CD -6 cu 12208 EA OE0250 - X X 0 UJ >-Cl) co > 0 UJ UJ a: Cl) UJ > f--UJ <( a: 0 UJ ~ 0 ' 0 >->-UJ co co ~o o _J UJ UJ ::J z ::<'. 0 Cl 0 _J (/) w <( UJ I 00 0 ,.... .... :I: 'Z <!) .... .... _j x----l/l \.J.J e::: <!) Li.l .z > < :::, 0 .. ,z 1- <!) 0::: .... UJ en C\J IJJ ..J Cl < z Cl -I-< I-cc X Cl Cl,. Cl) :a:: < a: I- u.. Cl I-:a:: UJ a: I-a: < Cl,. UJ Cl )( FORM oc-OE-90-PF (REV. 1/86) 8639444 X I.. \ PELICAN POINT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS DIST COUNTY 12 Ora 12-4/ 14-8 26 144 · REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ' / ASSESSMENT DISTRICT 88-1 • ORANGE COUNTY ENVIRONMENT AL MANAGMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 '.• i ' ·-··------ \lffSSION LLIA EELER 41243 3-31-95 * xp. -=--.=--~ CIVIL OF C~1,\<(j Cj \'9o~c- -· ;,~ 246 ..:>;: ~-> ttj ·0..:;, '<i --- CONTOUR GR,\DING SCALE 1" -50' EA OE0251 • ◊ cu 1220~ JACQUES'S -177[0,23JPF• 3C14 70 05-/.p,·90 01•12 PH/ 3014-999 X X x---- C X X 0 w >-Cf) en > 0 w w 0: • Cf) w > I-w <{ 0: 0 w I-<{ 0 "->->-@ en en 1-o o <{ w w _J z ::,:: ::> CJ 0 0-w _J Cf) I <{ w 0 00 t-.... :::i:: :z (!) .... .... ...J Cl) w a:: (!) w :z > < 0 0 z t- (.') a:: ....... w Cl) a:i I.JJ ...J 0 < z Cl j:: c:i:: I-re Cl Cl. en z c:i:: a: I- LL. Cl I-z LU :'ii: I-a: c:i:: Cl. LU C c:i:: -z a: Cl LL. J -...J c:i:: (.) LL. Cl LU I I-c:i:: I-en ~ DC OE-90-PF (REV. FORM - )( 1/86) B639m I ' )( FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES )( • 0 1 2 3 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 12-4/ 14-s 27 144 J!i~!/4.~n 7 1u}u,h REGISTERED CIVIL ENGINEER ~_llffSS/0 ILLI 2i HEEL -, "!I •• ,-::::a"i ;;! No 41243 p~;N;~PPR~;;~ DATE -I< ~P-3-31-95 * • ~~~~tiMg~JN~l~TER~~TR8~MIENT AL o~1v~~ MANAGEMENT AGENCY . 400 CIVIC CENTER DRIVE 'NEST SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2 995 REDHILL AVENUE COST A MESA, CA 92626 CONTOUR GRADING SCALE 1"'"' SO' G-2 cu 12208 EA JACQUES'S,-177[0,23lPF• 3014 70 0E0251 OS-Ap,-90 01•12 PM/ 3014-999 X X 0 UJ >-Cf) co > 0 UJ UJ a: Cf) UJ > I-UJ <{ a: 0 UJ I- <{ 0 " 0 >->-UJ co co 1-0 o <{ UJ UJ __Jz :,:: ::J (9 0 0-UJ __J CJ) ::c <{ UJ 00 0 I-.... ::c z (!) .... .... ...J x----(/) LL.I -·- X X 0::: w ::> C) z c.!) .... (/) w Cl z C j::: < l-a: C Cl. c,:, z < a: 1- u.. C 1-z LU a!: I:: < Cl. LU Cl c:c -z a: C) u.. -...I c:c (.) (!) z < C) I- 0::: w lil ...J < u.. C LU I I-< I-c,:, ~ FORM oc-oE-90-PF (REV. 1/86) 8639444 X X X FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 X X 2 3 ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS DIST COUNTY 28-144 12-4/ 14-8 12 Ora uJ,,lfu/f4/n Z (AJ/4,1,t,1£; REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-t ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 QfESS/0 LLIA · EELE 41243 p. 3-31-9 * .CIVIL OF C~I: \ CONTOUR GRADING SCALE 1 .. = so· G-3 cu i2208 EA OE0251 , I JACQUES'S -177CD,23JPF• 3014 70 0S·Ap,·90 01•12 PM/ 3014·999 X X 0 lJ.J >-(j) al > 0 lJ.J lJ.J a: (j) lJ.J iii t: a: 0 lJ.J t: 0 " 0 ;>-::::; lJ.J [J] cu t:o o ...l w lJ.J ::i z :,,:'. (.) 0 (.) ...l (j) lJ.J <I: W I (.) 0 (.) 1-:c (.!) .... .... :z .... x----en ..J LLJ (.!) X X a::: w.J > 0 ~ :z (.!) .... en LLJ D z C) -~ l-a: C) Cl. Cf.I z ccr: cc I- LL- C) 1-z LU :3E tc ccr: 0 l-a:: w co ..J < Cl. LU Cl F (REV 1/86) 1!6]9444 _.--FORM oc-oE-90-P • X X X FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 . ) 2 I 3 DIST COUNTY ROUTE 12 Ora 1 POST MILES TOTAL PROJECT 12-4/ 14-8 SHEET TOTAL NO. SHEETS 29 144 ,11,,11r,;A'7 t. 1m,,7.AA-!l ~\>-\\\ ESSION-4; REGISTEflED CIVIL ENGINEER ,§' ~ILLIA fj \·JHEELER ~ No. 41243 PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 C\V\C CENTER DR\VE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDH\LL AVENUE COST A MESA, CA 92626 X i< E 3-31-95 * xp."'--=-'-~ CIVIL OF C~ • !04.11 T.C.. CONTOUR GRADING SCALE 1" = SO' G-4 cu 12208 EA OE0251 05-Ap,·90 01•12 PM/ 3014-999 JACQUES'S -177[0,23JPF• 3014 70 '· X X x---- ,;'--·· X X -. 0 LJ.J >-CJ) CD > 0 LJ.J LJ.J a: CJ) LJ.J > I-LJ.J <( a: 0 LJ.J ~ 0 " >->-@ CD CD I-0 0 <( LJ.J LJ.J ...J z :,,:: :J (9 0 0-LJ.J ...J CJ) I <( LJ.J 0 00 ..... .... :c :z:: C!) .... .... -',,J fJ) IJ.J a::: C!) IJ.J z. > < 0 0 z I- C!) er. .... IJ.J (./') CD LU -I Cl < :a:: 0 ~ < I-a: 0 Cl.. Cf.I :a:: < = I- LL Cl I-:a:: w a: I-= < Cl.. w Q < -& = Cl LL -...I < c:.:, LL Cl w I-< I-Cl) ~ .·X I ® BIKE TRAIL CURVE E.P. RADIUS DELTA B.C. STA. E.C. s 7•1o·or· 302+47.30 302+ 73.00 200,00 30•29·10" 302+ 73.00 304~00.81 2038.00 EV 1/86) 8639444 DC OE-90-PF (R . FORM - LENGTH 25.02' 124.00' TANGENT 12,53' 62.02' X WALL"A" LL"B" WA WALL II C II TEMPORARY CONSTRUCTION EASEMENT X I --- i -, __ -· • ' ------x--------- • ~ ------ RETAINING WALL DATEAASTING NORTHING EASTING. LENGTH 64.00 42.00 20.00 BEARING· N ;oo 25' 48" W N 270 27' 56" W N 38 0 21 I 4 9" E NORTHING 028 26 516714.19 1516016.67 516651.25 1516 . 516729 09 1515997.85 516766.35 1515978.48 16718 ~2 1516011.57 516733.91 1516023.99 5 . FOR REDUCED PLANS NAL SCALE IS IN INCHES ORIGI 0 I ... 1 J 2 3 --------- ---------- X ---I I \ \ DIST. COUNTY ROUTE . I THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 POST MILES TOTAL PROJECT . 12-4/ 14-8 SHEET NO. 30 TOTAL SHEETS 144 SCALE 1" = 5o• G-5 cu 12208 EA -177C0,23JPF•. 3014 70 0[0251 \ 90 01 •12 PM/ 3014-999 OS-Apr-' ' -,, ,'...·'.·. /. ! -:.1 X X ----~ X ---- 0 LJ.J >-Cf) [l) > 0 LJ.J LJ.J er: Cf) LJ.J > !;;: LJ.J er: 0 LJ.J !;;: 0 '>->-@ [l) [l) 1-0 o <( LJ.J LJ.J ...J z ::,::: :JC.) (.'.) C.) ...J Cf) LJ.J <( LJ.J I C.) 0 <? I-:c C!) .... C/l 0::: LU > Cl z , C!) .... C/l LU Cl .;: Cl j::: < t-a: ..... z ..... ...J 1.1:l C!) z ,,( 0 I- 0::: LU co ...J < C, X 0.. X Cf.) z < a: t- u. Cl I-.;: w a: t-a: < 0.. w Cl .::c -z a: C, LI. -...I < c.) LI. C, w I-< I-Cl) ~ M DC-OE-FOR \. ® 0 5 @ @) VE DATA • BIKE TRAIL CUR DELTA LENGT_H STA. RADIU~ 039.28.. 12.78, B.c. STA. i,c5.95_0 110.00_ i.s6·2s·· I0.9? 305•82.2 07•79.7 90.00_ 16'06"48"" 28.12, 306+68.8 3 9 5b-9 100.00 •47'QO" 15.33 0 I 30 + • O' 8 2' 309+3 • 09 4 100.0 '56" 85,0 4 5 313+ • , 1 •oa 7' 312+9 • 3 56 480.00 8'03" 120,8 3 316+2 • O' 18°2 315+4l.3 63 94 365.0 317+49.12 318~ . 90-PF (R . EV 1/86) 86 3M44 TANGENT 6.40' 46' 5. 14.15' • 7;68' 46.62' 60.96' X ED PLANS FOR REDUC S IN INCHES SCALE I ORIGINAL 0 1 2 3 X G S T G-6 •P5U• GRAD!N DIST. COUNTY REGISTERED CIVIL LIMITS OF -----~MIJ .__ I -__,_ --,,_ --:,------ - CONTOUR GRADING SCALE 1 " = .50' -0 cu 12208 ROUTE ' T6ff~ p~~J~CT 12-4/ 14.8 T TOTAL SHEE SHEETS NO. 31 144 EEL. ~ 41243 No. 95 * -t< 3-31-Exp. CIVIL OF C G-6 EA • , 3D14 7 □ _ li7C □,23JPF . 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C ..., m ..., 07) ...,0 ►/fl r..., 7J s: -1ei r -I>, t.. m rn /fl CX) ~ /fl (JJ zI f\) om . rn ..., -/fl ~ 1ilici ~ m..., ...,► /flr ' .,,.,~•· X .x x---- -~ .. X X ,_ >-CD 0 LU (/) > LU rr: LU I-<( 0 '--.. o>-LUCD 1-o <(LU ...J z ::J (!) 0-...J (/) <( LU 00 I-:c ~ ...... (,/) et: LLJ > 0 z (.~ ...... Cf) w Cl :a:: Cl -I-< I- CC Cl Cl. Cl) :a:: < cc I- LL. Cl I- & w ~ l-a: < Cl. w C < -:a:: a: Cl LL. -...I < t.l LL. Cl 0 LU (/) > LU rr: LU I-<( 0 >-CD 0 LU :,,::: 0 LU I 0 ...... z ...... _J LLJ ~ z < 0 I- et: LL.l CD _J < w I I-< I-Cl) ~ ---------- ~\~l , LIMITS Gf ' CJRADIIJ6 FORM DC-OE-90-PF (REV. 1/86) B639444 )( LIMITS OF PERMIT :•_,If<:~:,·;)------ \ )( rf'E"TAJN/N& WALL • SEE SHT. rf'-2 )( I FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES TEMPORARY CONSTRUCTION EASEMENT 1 2 3 )( )( DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS , 12 Oro 1 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE 12-4/ 14-8 33 ()rESSJo LLI .EEL ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 41243 3-31-95 P-~--- 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626. CONTOUR GRADING SCALE ln -50' cu 12208 EA 0E0251 OF G-8 144 JAC □UES'S -177[0,23JPF• 3014 70 05-Ap,-90 01 •12 PM/ 3014-999 L X X •. x---- ' X X >-ID 0 w Cf) > w a: w ~ 0 "- 0 w Cf) > w a: w 1-<C 0 0 >->-w ID ID t-o o <( w w _J z ~ 6 C} () _J (/) w <CW I () 0 () I-..... :c z ~ ..... ..... --' U) UJ e::: ~ UJ z > < 0 0 z I- ~ a::: ..... UJ U) 'CC UJ --' 0 < z C j::: c::i:: I-cc C CL. c,:, :::.: c::i:: = I- LL. C I-z w a!: I-= c::i:: CL. w Cl c::i:: -z = Q LL. -...I < (.) LL. C w I I-< I-v., ~ ·'. , 'a•, .. .. FORM DC-OE-90-PF (REV. 1/86) 81339-l44 X ' -348 ' -c:, "' \ _,,,,,,,/ -------. ~ _______ _..,,. _J X FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES X I X 0 1 2 3 I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 12-4/ 14-8 34 REGISTERED CIVIL ENGINEER ~\\\lfESSJOl\',4( .§' ILLIA ti -T-'lJ. ·•"';".l;L. § WHEELER 144 PLANS APPROVAL DATE "" No. 41 243 t-..;;;.;;.;.;;..;.;;...;.;;.;;;..;,.;.;.:;,.:;;.;.;.:;, _____ _\ \i< Exp. 3-31-95 * ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY cu 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILi.. AVENUE COSTA MESA, CA 92626 X CIVIL F C~\.I '\ CONTOUR GRADING SCALE 1 ft = so· G-9 12208 EA OE02!:>1 JACQUES'S -177[0,23lPF• 3014 70 05-Ap,-OG Gi •I~ PM/ 3014-999 I, . ;;, ' ' \ I ·-''' . \ ' ,, , '' I '' ' ' • , L I" r-1'---'T-----~----------.-. __ ..:;_ __ ~_----, _____ _;_ _____ 71--------':'"'. ___ J_ _______ .....;.. ____________ ""."""__.... ___ ;J_"".""" ______ ......;.. ___________ _,... ____ l,i""o-is:...T-,-.c-o.:_u_N_TY--,,-R-·)-u_TE ___ ....,.-~P~os"""T,...,..,M""'1LE ... s--,-,,s:...HE ... E .... T,,....;.To"""TlL...., :. I ,' .X X >-Ill Cl LU [/) > LU a: LU ' ~ 0 '- I Cl LU [/) ' > LU a: LU ~ Cl 0 >->-LU'lll Ill I-0 0 <{ LU LU ..J z ::.:: ::JC} 0 S [/) LU <I: LU I , 00 0 z .... :Z I .... ...J LLJ (!) :z < 0 l- et:: LLJ CD ...J < \ Q -~ I- C!: ·o X ICI. X c,:, z ,:c cc I- LL Q 1-z w a: I- CC ,:c ICI. w Cl FORM DC-OE-90-PF (REV. 1/88) 86 39444 I' 1' 2'-6" MIN. ' 2'-6" ' • i I, #4 @ 12" o.c. 5" BOTH WAYS -,,_ r--;-1"<..,.·-;-+---'--x-,-,· ,- 6"x6"x16" CONC. BLOCK, SOLID-~--· ~ GROUT ALL CELLS EXTEND 6"x6"-W1.4xW1.4 WWM -~ · INTO SPLASH WALL FOOTING NOTES: ' . I • <!) I .. HINGE POINT'\,.· :: . -·1 ;,.., <!l 1:;:::::/ • • I l,...Z:j 'N ~ ' ~§T'-1~:-_--~~__,__ --11;;;;;;;; ;::; IL,...-; I' •r~I -:11-11 ==1 1 -:; I~ -:' .. I 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE~ PNEUMATICALLY PLACED. •• . I , ' ,. . ' 2. REINFORCING SHALL BE 6" x 6" -W1 .4 x W1 .4 WELDED WIR~ MESH (W.W.M.) OR APPROVED EQUAL. • , ! 3. GROUND SHALL BE PRE-WETTED TO_ THE SATISFACTION OF TH~ BUILDING OFFICIAL OR ENGINEER PRIOR. TO · PLACEMENT OF CONCRETE. MOISTURE LOSS RETARDANT SHALL BE USED WHEN REQUIRED. BY THE . BUILDING OFFICIAL OR ENGINEER. ' . i 4. CONCRETE OR CONCRETE BLOCK • DIVERTER (SPLASH) • WALL To; BE CONSTRUCTED WHEN DOWN DRAIN TERMINATES AT TERRACE DRAIN. SEE PLAN FOR LOCATION AND DETAILS. , f ' I 0 coNCRETESPLASH WALL & rERRACE \!:) (N.T.S.) I I I I DRAIN • FO.R REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' 1 .I ' 2 I ' 3 I . N.T.S. -· · NOT· TO SCALE t--+----1---• .. ~ TOTAL PROJECT, 'NO. SHE" S• . I 12 Ora I . -12-4/,-14-8·'35 144 1----,L'-' __ __J__ <-/ • I I vf/,JJ,,h= -:;: /..!J=J,=''·-""-"''/"'-?"--'-~,~--- ' REGISTERED CIVIL ENI ii NEER ~Ro, Ess,a,,,4( §''¾iLLIA ~ g1/ WHEELER t cu =------11"' 41243 "' P=-:-L-,-AN:-:cS:-A:-::P=PR=0:7V:-:-Ac-L o=-A='iE No. -----"'\:-!!-Ex· 3-31-95 >I-,_.. ASSESSMENT DISTRICT 88-1 • • p. ORANGE COUNTY ENVIRONMENT AL J''4;: CIVIL 'i<-~"'<- MANAGEMENT AGENCY ' OF c~1.1,\'\ 400 CIVIC CENTER DRIVE WEST , - .SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 ) ' . '• 12208 •' : · EA OE0251 ! ' ! 1 ; - " ,. X X 0 w >-Cf) Ill > 0 w w [C Cf) w > I-w <( [C 0 w I- <( 0 " 0 >->-w Ill CD t-o o <( w w _J z :.:: ::J (.'.l u U-W _J Cf) <( W I uo u I- x----i§ Cf) CY w > z _J w C z <( X X -0 z (.!) Cf) LJJ 0 ::.:: C j:: c:c I-CC C D.. en ::.:: c:c cc I- LL C 1-2 w :';iE I- CC c:c D.. w C c:c -::.:: cc C LL -...I c:c (.) LL C w I-c:c I-en 0 l-o:: w CD _J <( FORM DC-OE-90-PF (REV. 1/86) 0 0 + s,;:t" "-1"1- N:::C ~ I -< c:::: I- (./') LJ.J > LJ.J 0 ZCD -< ....J w :::c LJ.J c:..) (./') I-< ::r: 86 J9444 R/W N .,. 2:3' 231 +91. 40 R/W BEGIN CONSTRUCTION II -------<EARTHEN SWALE . FOR PROFILE SEE SYSTEM NO. SHEET 1-7 0-6 8,9,12-15,19A 0-7 18-21,23-25,42 0-8 20,26,27,33,33A,43 D-9 28-32,33A,34A D-10 36-39,22 D-11 34-35,40,41 D-12 FOR PLAN SEE SHEET D-1 D-2 D-3 D-4 D-5 SPL-I SYSTEM NO. l-9,42 12-15,19A 18-25,43,44 26-31, 44 32-41 47 X GOLF COURSE MAINT-ENTRANCE EXIST. TRENCH DRAIN PER NEWPORT COAST GOLF COURSE IMPROVEMENTS SHT. I OF I EXIST e-1-" ~:!)_ EXIST. DITCH ... DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro 12.4/ 14.8 36 144 ~1>-GfESSiOl)!,1 ~ t § WILLIAM 5J WHEELER REGISTERED CIVIL ENGINEER u, "" No. 41243 PLANS APPROVAL DATE --------------4\i< Exp. 3~:31-95 * EXIST. 5' WIDE SWALE CIVIL OF C~c\ 0 I-ASSESSMENT DISTRICT 88-1 0 LL. RANGE COUNTY.ENVIRONMENTAL + LJ.J ANAGEMENT AGENCY s;;j" ....I 00 CIVIC CENTER DRIVE WEST s;;j" SANTA ANA CA.92702-4048 N ~ THE KEITH COMPANIES , _j 2995 REDHILL A VENUE < lJJ COSTA MESA, CA,,92626 I-co U') 1- LJ.J LJ.J z LJ.J -:::c ....I U') :r:w c:..) LJJ I-(./') < ::r: LEGErJD 0 -SYSTEM NUMBER 0 -FEATURE CALLOUT U~IQUE T□ EACH SYSTEM X 44. 47 0-13 5· WIE EXISTING X le> EATHEN SWALE '\:::.J EATHEN SWALE N~~~ 0 ~~~ ~ / -wiTHILow FLOW 5· WIDE EXISTING INTE,VALS ~ INLETS AT 200' y --== ==--==-==-==c-===--==!=-====::c-===--==~==c~=-==-==-==c-==c-===-===--===-===--==~==-s=::.c.c-===--==~==-'==-====-==-==·__./= :ii''--.__== .. c..·-~=-=l=:+=:::=clN~T=FR!c=V~'A!!:-"I S~=-=-----R/W 0 0 + r,.... --------------------------------------11--------------------------------------------------------------~---------------------~ ~ ~ l RO u TE 1 +34 \\< EXIST. 30" RCP :-...":-c,"¥-0 ·----------------------.---------1248 1 I -N 49°29'55"\-J -------------I ;;~, -~ ----..J 249 250 251 252 253 254 ~ 255 256 257 244 245 246 247 -_-------------------------------------,1 _____________________ _ --- \ X-----x ', -----x-____ , x-'__...,.,.,_,,,_,,, X FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ~ ~~ ~ ~~ r------------------------------------------------'----- R/W 0 X 1 2 3 cu 12208 L(') N NI □ I <1- 1-LJ.J (./') LJ.J :::c LJ.J (./') z -LJ.J ....I LJ.J (./') :::c c:..) t-< ::r: DRAIN/-\GE D-1 SCALE in ,= 50' EA OE025I i,; X X x---- -~·· ' X . . X Cl LU >-Cf) [lJ > Cl LU LU 0: Cf) LU > f-LU <I'. a: Cl LU f-<I'. Cl " Cl>->-LU aJ aJ f-Cl Cl <I'. LU LU _J z :.:: ::i (!) () () -LU _J rJ) <I'. LU I () Cl () f-:r: (!) CJ) 0::: w > 0 z (!) CJ) w 0 z Cl -1- c:i:: l-a: Cl CL. Cl) :a.: c:i:: cc I- LL Cl 1-z w aE I- CC c:i:: CL. w Cl c:i:: -z -z ..J w (!) z <( 0 f- 0::: w m ..J <( cc .. Cl LL -~ c:i:: (.) LL Cl w 1- c:i:: I-- Cl) ~ • ~ 0 0 + l'- t..n ..... Ni a • < F I-w Cl) LLl :c wen z -u..J ...J LLl u, :c u I-< :E 0 0 I O1-r,.... :c ('\J C,!) -I 0::: < 1-W U,> Cl LJ.J CD z< -...J LJ.J LJ.J :cu, u I-< L DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS NEWPORT COAST 12 Oro 12. 'l-/ 14.B ·37 144 1 DRIVE 1 I \ I \ ~RGfESSIO!)l4 S) '( .~ WILLIAM ~ c:;-~ fi WHEELER ~ .. REGISTERED CIVIL ENGINEER ~f .• -· ~ .';"<,,✓t . . . . . .~-' . I \ "' No. 4\c43 "' PLANS APPROVAL DATE a-------------1-I< Exp. 3-31-95 11-- (';;'\ fJ EXISTING 5' WIDE "' /,\b "'~ C V £EARTHEN SWALE ... ... / / /✓ / ---~ ----'----, _....::,,...,.._--==··=· =R=/=-c~=l-=l=c-==c-==···==-==>-1· g ~:\.b~ J.J~\ij~~J, •• ;• ~~;;;~A§::::::=~§~~~~~~~;;;:;::;::==============~~;=-::~::-Jf-_,. ----1 "'------........ _ 6 f-f; ••• '--...,; '/ I - - J./ - - _""'=·==========I I',. LL.. ~ ~~ • NL.Ll - - - - ,_ - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/-1. --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- - - - - - - - - ...J • I I • 257 ~l RlOUTE 1 +9<o ",,',,,' I / 265+94-44 < 3 _ N 49° 29' 55"W '-I 1,.... N 49° 29' 55"W , ~ :3 -2-,5_8 ______ 2...,5_9......__ -__ 2_6.,..0 ______ 2...,.6-1 -262 -263 /?64 -265 266 -_2_6,...7------2 ... 68------2 .... 6_9 _____ --2~.-t"'i"l-J' w • ,, L.LlCD / z 1 ,4-EXIST 6' x8' CONC. ARCH PIPE -LLl •""=--EXIST. 24" RCP ,,_ , ------------------ ® a lr \ \\ X EXIST. 5' WIDE SIDEWALK AND CURB WITH LOW FLOW L RETS AT 200' 1ITTERVALS ,, ...JL.Ll __,,,___,,___ ___ --=-_ -----------,f:----------;_-__ -_-_......,-+'-"'-"Jo,.--... £....,,.___ --.. --=---=---=--7, --X . . :C U, / / ~----:;,~~,--_-_-_-_-,-r,J~ -R/W ~ ['1 R/W-I I '' ... ... (t ENTRANCE TO CRYSTAL COVE STATE PARK X . . FOR PROFILE SEE SYSTEM NO. SHEET I-7 D-6 8,9,12-15,19A D-7 18-21,23-25,42 D-8 20,26,27,33,33A,43 D-9 28-32,33A,34A D-I0 36-39,22 D-1 l 34-35,40,41 D-12 4~, 47 D-13 EXIST. 5' WIDE SIDEWALK / AND CURB WITH LOW FLOW INLETS AT 200' INTERVALS L FOR PLAN SEE SHEET D-I D-2 D-3 D-4 D-5 SPL-1 0 0 + IV) - - - --- - - - - -- - tz:I ~\-- - - - - - - --·_ - - - -- - - - --: - - - - - --- - - - - - - ------ - - - - ----- - - --- - - - - - -- - - - -, :"' - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - --- - - . ~ 0 0 00 IV) N I 0 {')~~ ~\ ROUTE 1 ~l \~~EXIST. 4' X 3' CONC. ARCH PIPE ~0 \\ ~ N 49°29'55"W '\ 21"""0 _____ --2 ... 7_1 ____ ..,.1111--2 ... 7 ___ ----2 ... 7_3 ______ 2..,..7 4------2-7 .... 5--------2-7 ... 6 ______ 2_7 ... 7---278 ,, 279 ------2-8 ... 0-. -----2 .... s'""1 ______ 2""'8'""2---____ 2 ... 83 ,, EXIST. 24" RCP-\1 ~~'-~ '~, 11-,Y <:>'-" - - --- - ------ - - - - - - - - - - - - - -v--------------------------------:,,.\. --------------------------------------------'\. ---, X ,. .y , ,. .. \\ ,. , ,. ,. ,, ,, a ,, . -(J b --q' I"' . ~ II d R/W- • -elf e X " ~ V ,, @) \ I <CF 1-W cnw :::c LJ.J u, z -LJ.J ...J LJ.J u, :c c.., f--< :r:: J'J;,h CIVIL Iii-''<-,. or c~\.1,C1~ ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA. CA 92626 SYSTEM NO. I-9,42 I2-I5,19A 18-25,43,44 26-31,4.4 32-41 47 DRAINAGE D-2· SCALE l" = 50' • ·1 ~.i....-..11------------------------.---------------------------,.----FO~R--,.RE~D-,U~C--ED--,.PL_A_N~S ____ 0 ____ 1 ____ 2 ____ 3---,.-------------------------,----.,....-------.--,.---------'----! ORIGINAL SCALE IS IN INCHES I , I , I I CU 12208 FORM DC-OE-90-PF (REV. 1/86) 86 ]9444 EA OE0251 : X • X 0 LJ.J >-if) co > 0 LJ.J LJ.J a: if) LJ.J > I- LJ.J <C a: 0 LJ.J I-<C 0 " 0 >->- LJ.J co co I-0 0 <C LJ.J LJ.J _) z :,:: ::::> (!) () () -LJ.J _j (fJ <C LJ.J I () 0 () .·~ x----l- z _j w (!) z <( , :c ·X (!) if) a::: -w > 0 z (.!J U) w 0 :a.: Cl -I-< I-a: Cl Q.. Cf.I z < 0 ~ a::: w w _j <( 0 0 + IV") OON NI 0 I <~ ~LJJ Cl) LJ..J :t: WCI) z 1-1 LJ..J ....J w Cl) :t: u ~ < ~ R/W ~--- L X EXISTING 5' WIDE SIDEWALK R/W / AND CURB WITH LOW FLOW INETS @ -~00' INTERVALS ' __________ _, ENTR TO LOS PARKIN NCE RANCOS LOT -- EXISTING ~-CURB 8------ PARKING LOT ----------- +-- EXISTING CONCRETE SWALE -- DIST. COUNTY ROUTE 12 Ora . , ... REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12.4 / 14.8 ·38 144 ()fESS/O ILLIAM •• ! .. ·•.l, . ·:::'. fB WHEELER ~ ------------11"' No. 41243 "' PLANS APPROVAL DATE i-,-;..;;;.;;.;.;;.;.;;..;,.;.;.;;..;.;..;;;..;;.;_;,;;;.._ ____ -\ \ i< xp. 3-31-9 ASSESSMENT DISTRICT 88-1 CIVIL ORANGE COUNTY ENVIRONMENTAL or c~\. MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA CA. 92702-4048 THE KEITH COMPANIES '\?91"95 REDHILL AVENUE ST MESA CA 92626 ------------------------------------------------ ---------------- II II ------ ROUTE 1 ~ :iEXIST. 18" RCP :: 291+25-45 q,_ INT- ) ____ .--_____ N_4.,..9°J_9_' 5_5_"_W __ .....,._n _____ -----------__ 1 ... 1 -....... --1-/ ____ _, _N_4_9_0 _2_9_' _5_5_"W__,.-----i----,.---_ -------- ,._ _____ I I 283 284 285 I -----------~----------- 287 288 11 289 290 II 291 292 293 294 ---;2~95;-------1 II II 296 286 ! EXIJTING CONCRETE SWALE ROUTE ! 1 ----------------- 300 301 11 EXIST. 18" RCP-i1 10'x 9~ CONC. ARCH PIPE _,._ -- ENTRANCE TO CRYSTAL COVE HISTORICAL SITE X FOR PROFILE SEE SYSTEM NO. SHEET 1-7 D-6 8,9,12-15,19A D-7 18-21,23-25,42 D-8 20,26,27,33,33A,43 D-9 28-32,33A,34A D-10 36-39,22 D-II 34-35,40,41 D-I2 44, 47 D-I3 FOR PLAN SEE SHEET D-I D-2 D-3 D-4 D-5 SPL-1 SYSTEM NO. 1-9,42 I2-I5,19A 18-25,43,44 26-31,44 32-41 47 cc -----.. ----I --299 I- LL •, Cl • . I-, ·. :a.: w 2E I-cc < Q.. w Q < -:a.: cc Cl LL -...J c::C c.:, X LL Cl w ~ I-c::C I-Cf.I ~ ' FORM OC-OE-90-PF (REV. 1/86) 8639<144 298 --t 297 I ---------------- ---- ------I ------ --------- --------- - ENTRANCE TO CRYSTAL COVE HISTORICAL SITE =------=r -----.._ -- FOR REDUCED PLA S ORIGINAL SCALE IS IN INCHES --- 0 ----- 1 2 3 R/W @ \\ \\ \\ \\ \\ \\ ,, DRAINAGE D-3 SCALE 1ft = 50' cu 12208 EA OE0251 . ' • ' -. . . . , .. . . . . . X X x---- X X C . ) 0 L1J >-Cf) CD > 0 L1J L1J a:: Cf) L1J > f-L1J <( a:: 0 L1J f-<( 0 " 0 >->-llJ CD CD f-o o <( L1J L1J _J z :.:: i3 ('.J frl _J CfJ I <( L1J 00 0 I--I z 0 ...J CJ) w 0::: 0 w z > c:i: 0 0 z I-0:: 0 w CJ) CD w ...J 0 c:i: z 0 -I-c:c I-cc 0 Cl. en z c:c cc I- u.. 0 I-z w a I-cc c:c Cl. w Cl • c:c -z cc 0 u.. -...J c:c (,:, ~ u.. 0 Cl w I I-c:c I-en ~ . FORM DC-OE-90-PF (REV. 1/86) 0 01-- + :r: O') (.:) -f----1 JV) 0::: •W <'.> t=D er., CD <: L.J.J ZI--w .....JW :r: :r: CJ:) u I-L.J.J <CW :c CJ:) 86 39444 R/W '• . J EXISTING CONCRETE SWALE EXISTING CONCRETE SWALE----~ --- CONG. ARCH PIPE @ X V SAND CANYON AVENUE II ---------------------=---: -----::::::=--- ,- --• .----l ---l ------~ \ DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 12..'1-/ 14.8 39 144 REGISTERED CIVIL ENGINEER ~ ~11-QfESSiOl\'4/ f WILLIAM '%, · .· .'. · ~,~ . ii WHEELER ~ PLANS APPROVAL DATE a: No. 4 l243 "' ASSESSMENT DISTRICT 88-1 • Exp. 3 -31-95 * "'- . ORANGE COUNTY ENVIRONMENT AL J'?,;,, CIVIL ""' MANAGEMENT AGENCY r or c~\.1\\'J'<-~ • 1.00 CIVIC• CENTER DRIVE WEST SANTAANA.CA.92702-4048 THE KEITH COMPANIES 2995 REDHILL A VENUE COSTA MESA, CA. 92626 FOR ~ROFILE SEE SYS-l"EM NO. SHEET I:.. 7 D-6 8,9,12-15,19A D-7 18-21,23-25,42 D-8 29,26,27,33,33A,43 D-9 28-32,33A,34A D-10 36-39, 22 • D-11 • -. 34-35,40,41 D-12 44, 47 D-13 FOR PLAN SEE SHEET 0-1 D-2 D-3 D-4 D-5 SPL-1 SYSTEM NO. I-9.,42 12-15,19A 18-25,43,44 26-31,44 32-41 47 EXISTING CONCRETE SWALE X ~"~0-.-== .;:;::_ .. 9 ~~~R/~W===~~~~~=~~=~===:!:::=======-.:;=:,o. -::-~ .. =-=====-======J~ 0 0 + N JV") Lt') JV") I . ~~~~======i~~~~~~~~~~~;:j ----------------------------------------------------------------7 ti --------------------------~•-----------------------------------. 0 11 II ROUTE 1 ~ REMOVE EXIST-18n RCP-"'ii 325+76-36 ~ INT. 11 • < I- F L.J.J er, L.J.J -----_ ---------")L-,.. __ N_4_4_0 _2_6_'_3..,......,n.;.;.w___ ---.-------........ ~II; __ .,.....-4:......./...,..___ II I -I I -u--------------II I b L----111 ~"'> EX I ST. 1 8., RCP ~: N 44°26'31nW 329 -~.------....... --------330 331 332 319 320 321 322 523 324 32~ II ,. 326 327 328 II ---------------------------------------------•-----I~ ------------------------------------~----------------------------------- :::r:: L.J.J CJ:) z f----1 L.J.J .....J L.J.J ., r X ' . ' '" 'I ~ e FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I . 1 I .. ' 2 I .. X 3 . I " " -. V . . y I CJ:) .... :r: If r _, . 0) R/W- u I-<: :c I . l --~ 69 '(: -~ @ ~''\ DRAINAGE D-4 SCALE 1" -50' cu 12208 EA OE0251 ., ~ -. ill'. •• ' ' ., . ... • - . • X ... X ~ ·~ ·,. • . !X----·. .. • .... ,,1. ~ .. *•~·· ; • ":? ... ,, X • • X 0 UJ >-(/) (D > 0 UJ UJ er: (/) UJ > r UJ <i: er: 0 UJ r <i: 0 '-0 >->-UJ (D (D ro o <i: UJ UJ _J z ::.:: :::i CJ u U-UJ _J (/) <i: UJ I uo u 1--:r: C.!) Cf) 0::: w > 0 z C.!) Cf) w Cl :.;: Q l- e:( I- CC C CL en :.;: c:i:: a: t- u.. Q I-:.;: w a: t-a: c:i:: CL w Cl c:i:: -:a:: a: C I.I.. -...I c:i:: c.:, LL. C w I- c:i:: I-Cl.I z ...J w C.!) z <( 0 I-0::: w ID ...J <( I ~ 0 01- • :::i:: LI") C,.!:) "-1"1-t I"? c::: + w I> <t:O I-CD en< W!- Z W -w .....J :::c: en :::c: C'.)LJ.j 1-W <en :r: FORM DC-OE-90-PF (REV. 1/86) w39444 ------345 I ENTRANCE TO ®WISH~ONE HOTEL Q R/W REI:\= POIWT ~TA,S PARK PAR\<.\ 1-.\G L0-1 EXISTING CONCRETE )< DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro . /2.t / l'l·.8 40 144 ' , ,: i . ,, f REGISTERED CIVIL ENGINEER OfESSIO ILLIA _, , , • • . i:£ WHEELER '" _; _··_.c._. _· _; ,....-----c-==-----1 ~ No. 41243 ~ PLANS APPROVAL DA TE ------------~1• xp. 3-31-9 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY. ENVIRONMENT AL CIVIL MANAGEMENT, AGENCY or c~1.1 400 CIVIC CENTER DRIVE WEST SANT A ANA CA, 92702-0 8 KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 FOR PROFILE SEE SYSTEM NO. SHEET I-7 D-6 8,9,12-15,19A D-7 18-21,23-25,42 D-8 20,26,27,33,33A,43 D-9 , .. - 28~32,33A,34A D-10 36-39 ,22 D-11 34~35,40,41 D-12 44, 47 D-13 . ,. __________ ___J FOR PLAN SEE SHEET D-1 D-2 D-3 D-4 D-5 SPL-1 SYSTEM NO. 1-9,42 12-15,19A 18-25,43,44 26-31,44. 32-41 · 47 __ 0_~--~~*~'.--;;f", --fR/"-SWALE~ ----~~~~~==-========~ /:;:=:::3~: l ... . . . ··-. --. .. . .. --------------------1-------------------------------------=----------------~----------------------------------- EXIST. 2 /" RCP--i e 11 11 I N 52"1 1ftW I -- 349+36. 38 t. I NT. t_ ---------......... ----------......--N ~2_0 _·1 s_· _51.,....."_W ------,--_R_O_U_T_E_1 __ 1.......,...., ----~=----- - 46 34711 348 ®-:: EXIST. 24 .. II 3-, X 349 351 352 353 354 355 356 357 ®--------------------·-------------------------· ----------------------------_-_ --- - C ~~ 1/ s~<i,, ENTRANCE TO REEF POINT 3; FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES R/W 0 1 2 3 cu 12208 DRAIN.AiGE D·-5 x· SCALE 1 ft = 50' EA OE0251 ..... ., • X X • ' X-•-- X , X • II----~ .................................... . . ........................... .. ' lf-------l .. , ...... , ... ,_, ........ ; ..... , .. , ....... ,. •· -------<·········•··•··-··· /35 1----1-----.!------~··• >-Ul 0 w 1/) > w 0:: w I- <( 0 0 w 1/) > w ~ w I- <( 0 >-Ul 0 w :,,:: (J w ::c (J /30 ................. j" ........... .. ·• lf-------l··• .. ····•· , ..... ,. ' .. , .. , .. , ........ , .. .· ......... .. ! ' •I• < .. ,,,, .. ,.,,,,.,,,j ,. 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""''" ............ . ·- ... , ........ , .. , ... ; "''"",'""" ... , .. -..... ·-· ··· ........... _ .. • i ... , , .... •··• I <••❖•-►-< ·' ·• ·l •'·I••!•"' .... , .•• ,.•• ·i .. , .. , .. , .. .... •· ' .:. : ' . . . ....... ............................ -...... ··-······ .. -· ....... -................ - ; ..;...__ ~-.!-;... i : .:. -·-- ! ' I d,,.j.,., .. , ., . ....... -....... _ ....... : .................... ... 25 YR.HGL.: l . ' ' . . . . l°ffOP. es YR; f!G't.. -- f•, • ,. . •· f ., . £XJSr. ,. < ··· .......... , .......... •'-• ... , .. ; ... . •· ... , ...... . . .,. , ........ , ... . .:. .... ., •• , ·• •· <· .;.. ' DIST COUNTY ROUTE ·• . '. •·. . j. •. ---· -----···. --········-... . ' 1 2 ·-··· ...................... . ......... -· ......... : ............... -........ -..... :--....... -....... : ........ · ................. -...... . _ ............................ _ ................................ 1------I Ora 1 REGISTERED CIVIL ENGINEER l j. '·> ·+ <17.p.~.' i ~ -. . . . : -. . ,, --' ,; ,, ' ' . . . I . . , . . , . . . . . . ,.. __ - . ,. . ' ................. ' ................. : ... . ' ' ' ' . ; .. I • • ' . ,. i··-'• ' ., ... , .. , ........ ,. ' .. , , .,. ... ...... -............... _,_,. ... -.......... . •. T ........... ···-·· · .... 7 ..... '. .. "'." ........ _ ...... -.... !. ·---··: ' :.l.78'@.BE.l.'.0-$.£"R._ t. .. ... .... .... .... ..... ...... .. .. .. . .. ....... ;-............ : : .. : .. .!.. ... . ...... .. . .. .. . -·· ........ .. ..... . ... . ·, ,,,,_, ;""':"'"'Cti": ' .. , .. ,,, ... ' .. . ,;;;,,vrtr..n. ❖ , , • , ~ • ,. , ·{ •· ; ! : ·! . ... _ ............ : .. · .. _ ........... ······-··· ... ·-........ -....................... · ...... : ................... · ...... . -:. . t : . .. ..... , .. , .. , .. ,. , ....... , ... , ., .. , ....... 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' ,, l ... .... ' ' ~ @ 11-------1••••••••••••; ... , •• , •• l•••;•••••~•••, .. •••< ••••••••••••••••••< .. . . ...... . , ....... . ... •· . ·• . .. .......... , .. , •••••••• , .. i• .. l··•--•···' ............... i••. ·•·•I•·· ·•·····--"' ., ....... . ... ••I•• I'"•'••!•• i• •" •• • • •i• • .j • I••<•••'••••• i• • •" •!••(• • •f • i• •!••-'••I .... ••>•••" f •• -,. ·•I·.( .. •> .. • .. ,.·❖•••••, •• ; ••I••, ... ; .. ,.•< • ., • • •• •<--., .. , • •<• • •( • -j-• <• .. ,••I • •i • •f ·•· •< •• I•• • I·<· •I ., .... •>· <•••'•• .. i .. ";"••l••l--•("•••<•-->"l .. 1 ...... 1 .. , ... , .... , .. , •• , .. , .. ~ c- c:::! c-o Station Cu. j ·f • •· l . ., • • !·--• • • • •· ~., • • • j. ' POST MILES TOTAL PROJECT 12.4/ 1 4. 8 SHEET NO. 41 TOTAL SHEETS 144 135 130 IZG ----------•--ll 0 l----lt:-t-----.. ---------------------'---------------~------------------------------------------------------'-----------------------·------------11 Ex Ydi,. Emb Fo= OC-0!!:-tl-PF c~v. 3/801 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 cu 12208 EA OE0251 )( )( )( )( • >-ID 0 UJ Vl > UJ 0:: UJ I- <( 0 0 w Vl > w ~ UJ I- <( 0 ,_. z t-< _J LLJ C!) z < 0 l-o:: LLJ CD _J < ·, /Z5 !15 D--'---=---~··••. • ·I <· .. , ... -------'····· .......... _ ........ !,:,i,, .................. . , D.: //0 , -------'···············--··· ........... -.. •··· ... p .... .... 0:: µ.; • ·.;:.:.:J ........... . '<I" //5 11-~-'-----····•· ..... , .. , ...... , ., ..... ,, i· .. , _, , , ' . ' . . , ,: :. :'ff:"ii:_ :··:: //0 .,. ' ---' .... .,. ' ..... ; ..•...... , ' ~--· ' ,. ' ·-······· .......... _,,,.,• ..... . .. , .. ,, ,. •·· ,. ·• ., .. , .... , ........ ,. ' .. , ·+ i l . ,,,. ••·•••~@J:: ,, ,,, •> >H++> '""' ,. . . . . : . :-.. 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' . ... , .............. ~. ., .... , ... ,. <· .. t I• 1·-- . ... :, .................... · ........ -......... _ ................ .. , ••• •I·•· ... ,.' ,. ,. •·I I • • , ... , ' ' j· ·! :· . . . .. .......... ; .... ,_ ... , ........ , .. , .. _ .. : .. ; .· ..... . ' I • '•<·• ·-.; • :. ~ .. : .. : .. ~.~ • ' ,. l t ' FOR REDUCED PLANS ORIGINAL SCALE IS . IN INCHES 0 2 3 ~ ·? -1•" ·:·. : ............ _ ..... -·······"···•···· ' :, ....... ., .... · ............ ., .. .,_ _____ _,, ' ' DIST COUNTY 12 Ora ROUTE 1 POST MILES TOTAL PROJECT 12-4/ 14-8 SHEET NO. 42 TOTAL SHEETS 144 . . :·oo• ''5 .. :·::·:·;· • • : -Ii • • • • . . . . , . ' ' , ..•.. ;. ·····~··· ······+-----ll REGISTERED CIVIL ENGINEER :: 15:0'i • • • • : -. ~ . .... ,,, __ ,,, .. _ ·-· ··-; ~-:--:~ . ' , ... . . , .. ., .. : ..... ., ..... : -.. . I > ,, : i . : : ; .i .. ; ' ; ' , ., ..... , .. , .. ,. I, , .:,ri-:: ·:· :· '., ' ' . ·-·· PLANS APPROVAL DATE 4] 243 ,·· . . . 3-31-9 ·;'ASSESSMENT ·DISTRICT·:88-:f' • RANGE COUNTY E:NVIRONM · ANAr.,,:::M· C'·I\IT·',.•A·t':!EN' cv,. ,. . l • ,. •· <• ·< ~,-.,. ~-'• ••i•~•~• • t· • ··'••<••~••l••l•••>••;,.;.,, AOO :CIVIP CENTER D.RIV:E :WE : SANTA: ANA; ·CA; :92702.-:404! .. J .. : ... ~. I· ◄• •,••l••+•••••I• ,, • .;.,.,. j, .. ),,t •< ·:ii•· .;:r-·· • ·:·· , ~ , , ,. , :·' ' . ,. , ',, ' ' , . : n: : : : : : r .. , ..... ;\!))::: .. :\ ... . ' , . . + 1 \ ·: ,, • , i ~-,_ '_,, ,•· · 1'· .. ···-: 1.:. j 1 120 ,. ◄ ., •• , .. ; •• ·'·+, -f•·•··••-<i---i--,--:, .. , .. , ... ,. , • • • • : : : : • : • • • '------!I .::.:.r· .. 'r!·· •· •) ··• · ·•··-··1 ··•·· ... ,. -~ ·.., •• ,. • , •••••• , --, ... , .. ,. • •···•··• --,-• .... , •• , ... , •• , .. 1 .. +· ., ·:· ::j -~~Q :-····•-::,:;\:L;\;'.;'lj//5 .,,,,,,,, ,,,,, ... x.,s, -~ ,,:,._:,~·.· .\. :_,, .;.: ,,.,., ... ,,. . . 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( •• • ·l·•I ..... , •l• t ! . j ·"·' .... --·-. ... ,. ·-········ .··· ····-········ , ... ·•··-....... -... ·····-··· ... ...... -··" ........ . ·--······ -...... ,•••···· • --' FOR REDUCED PLANS· ORIGINAL SCALE IS IN INCHES ··•···· ---··•,· .. ' 0 2 3 DIST COUNTY ROUTE 12 Ora 1 cu 12208 . POST MILES TOTAL PROJECT ~12.4/'14-8 SHEET NO, 43 TOTAL SHEETS 144 45 40 120 115 X X x--- )( X • If--------< .. , •• l•·•••••••I••!• ••••I· •••• >••'••• .. ,. <•• ·>· ·I , ... , ... . . ' .. ' ,. 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' . . . . -·· ·; .... · .. · .............. . ; . . ............. ~,•:••···-· .. ·· .. ·-····· ......... : i••-1•···~~"'1,J .... ,1.•··~ •. , .. :;;,; .•• !•<·· ··•>•··•--·1· ••• , .. ; ..•••• ,.,.,., .•• , •.•• :1-: .. :::::::: .::~ ~:i:: .rn;::.: :+::H·(+f :1·::: : ; : I : ! ~ .. i .... --···· t ··-· ··-·· ··-··! ~·. • ! . .......... :·····-··· 1 ;. ·~· ' :L , ... , •• , .. , •.•••• j .••..• , .• , ...... , .• , ..•.• , .. , •.•.• ., ..... ( ............. , .. , ...... ; .. , ..••.• , •• , ...... , •• , ...... , ..... ,. ·•··•··•••❖ ........ ., .................. ., •• , •• , •• ., •• , .. , ... ( } . ' \ f !, ' ! : . . ... ?· ' ~ \· ! .............. ,: ·•·· .. ... TOTAL SHEETS 144 /05 /00 0 Ydo. Ex ---··------II FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 12208 I f:.A-·-O-E0_2_5_1, -- X X • ' x--- X X • DIST COUNTY ROUTE • ' 11----~·····-········-··.·····. 1---1----ll ....................... _ ............................. . ; .. .................................... : .......... ·······-····· .. --........................... : .... . . . ·-·····--·-••,•·--·····" ,.,_ ·······-···················· ..... -i .... \ ,. 12 Ora ' .. ' II----~··• ..•.. ····-· -· ; . If-------+••" •••I••!••••• , ......... , .. ( ..... ,,., , .. , .. . , .. ,. •I•,,., .. '., .... , ........ ,. .. , .. , .. ···•····••f• , .. , ............. , .. , ..... j .. , ....... , .... , .. , ........ ( ··•·+ ·•• ,,. ••·••· ◄ ··f··>··'••·•"l••◄•·.,••I· <· •' •! ••••❖ .. 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F~ DC~-!:1-PF C~V. 3/DDI FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES , .. , ...... , ..•.. ··T·•···>··I··•· , ...• ' ' PLANS APPROVAL DATE cu 12208 POST MILES TOTAL PROJECT .12.4 / 14.B SHEET NO. 48 WILLIA WHEEi ER i:o. 41243 3-31-q . : ·; . i : .. TOTAL SHEETS 144 70 55 ·~·· >•·l••'•"''"j .. j ... ; •• ; •••••• j .. , •• ( ••• ; •• j •• , •• ., •• j,.) •• '!••'------• '-I•!·:•-·;. :··f. . : .. :. EA OE0251 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I 12-4/ 14-8 • 49 144 NOTES: jJ~~wLi /-' - . 1 . {F) THE QUANTl1Y SHOWN IN THIS COLUMN ~11-0fESSiO,t,4( FOR EACH INDIVIDUAL PORTION OF WORK IS A )C REGISTERED CIVIL ENGINEER /$> FINAL PAY QUANTl1Y. ~ ILLIA ~ 2. {N) INDICATES NOT A PAY ITEM. ~ WHEELER ";. -~ "' 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD -1 -'Z-l -92-'-U ,., "' 41243 "' UNLESS OTHERWISE INDICATED ON PROFILE SHEETS. PLANS APPROVAL DATE No. [Q)~£~~£@~ @(UJ~~u~u~~~ -I< Exp. 3-31-95 * -ASSESSMENT DISTRICT 88-1 . ,/' CIVIL ,-.'I- RCP = REINFORCED CONCRETE PIPE ORANGE COUNTY ENVIRONMENT AL ~'E C~'-1~1:1~~ MANAGEMENT AGENCY OF 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES • ,..., ~ 2995 REDHILL AVENUE 0 0 CJ) • COST A MESA, CA.92626 I-u w I- .....I w z z z • z 0 ...... • 0 0 0 0 z • CJ) -...... -w ,..., • CJ) w z,..., I-I-I- >-(/) 0 LI.. er: u u u [D > :c LI.. CJ) z er: er: ...., 0 w w w 0 w w '-' W O :::l (.!) -(f) I-I-I-I-er: -I-w a: CJ) I-w ::::, CJ) u z,..., ZI-0 0 0 (/) ...... z CJ) oz er: er: ,..., er: er: w >-...... I-I-CJ) ::::, > u...., ::::, w I-CJ) z wuwcr: ............ ,..., a. ,..., a. ~ a. DESCRIPTION w < ::::J er: 0 I-0 ~ ~ 0 > 0 0 X a: 0 • I er: ::::, er: I-0 w <, lDW ow ow • • • • • • • . 0 0 w w > u er: Cl.. CJ) LI.. z u I'-. a. oa. oa. a. a. a. a. a. a. a. a. u w z (.!) (.!) I ZI-W z < -w '-'0 ('\J 0 ('\J 0 • • • • • • • • w • w w I-< < OCJJOZ ...... .....I .....I LI..> .....I ....., .....I ...., .....I CJ) CJ) u u u u u u :c (.!) 0 < z u 0 (.!) (.!) I-z er: w .....IW (.!) CJ) CJ) CJ) • • • • • • • • ::::J STATION <Z < :c < 0 -er: er: ---:c w < ...... 0 0:: OWi-er: .....I WW CJ) I-z I-z u u er: er: er: er: er: er: z zw z w <-w UI-CJ) --:.::: I :,::: 0 :,::: --z :c er: • OZI-U CJ) CJ) X -1--I- er: • er: w < CJ) uu (.!) (.) I-(.) • I I I I I I • << Cl z-1-z • • < CJ) < ...... CJ) Cl I <I--...JO <O -o 0 ('\J lD co -... 0 UJ co < er: .....I -:c ::::, ::::, er: >-er: z I :c ....., (.!) 7 co CJ) :Co<l ua. LI.. er: .....I er: -er: ---('\J ('\J l"l l"l ... :c Cl a. Cl (f) Cl ::::, --.... C.Y. LBS LBS C.Y. C.Y. C.Y. L. F. L. F. L.F. L.F. L. F. L.F. L. F. L. F. FT o>->-wCD [D . 1 D-1 1 a 6. 1 0 5.62 165 347 OL-14 INLET AND GUTTER DEPRESSION (2 •• ) 51 ' LT. 234+97 D-1 a t-o 0 . <w w ...J z :,,: :JC, 0 2 7.45 412 0-D-1 a 5.92 187 OL-21 INLET AND GUTTER DEPRESSION (2 .. J 55'LT 241+27.5 D-1 2 a ...J (/) w <w :c 4.5 24" R.C.P. CLASS I I I 243+29 00 0 b 212 55. 5' LT 241+27.5 TO 51.5' LT b D-1 3 a 4.58 5.20 140 337 OL-14 INLET AND GUTTER DEPRESSION (2 .. J 57' RT 241+27.5 D-1 3 a ~ ... b 1 3 1 5 24" R.C.P. CLASS I I I 57.5" RT. 241+27.5 TD 50' RT. 242+75 b z .... .. C .34 19 CONCRETE COLLAR DETAIL 3 SH. D-25 50' RT 242+75 C ... ...J x---- I w d 46 5 24" R.C.P. CLASS I I I 50' RT 242+75 TD 54' RT 243+20.75 d (!) z ·< 0 -~ 1--24329 0:: D-1 4 C 6.23 4.70 153 314 OL-10 INLET AND DEPRESSION (2 .. ) 51 ' LT D-1 4 C .. ... w 3 RISER DETAIL 8 SHT. D-26 51 ' LT 241 +29 d ~ III d .30 15 18" R.C.P. ...J < D-1 5 e 6.98 4.91 166 318 DL-10 INLET AND DEPRESSION [2") 55' RT 243+29 D-1 5 e . . f . 30 15 7 18" R.C.P. RISER DETAIL 8 SHT. D-26 55' RT . 243+29 . f . g .50 23 CONCRETE COLLAR DETAIL 3 SH. D-25 89' RT 243+29· g h 10 9.5 30" R.C.P. CLASS IV 89' RT. 243+29 TO 99· RT. 243+24 h i 2.21 126 DOUBLE HEADWALL STD. D-89 99' RT 243+24 i ' •. ' 2l: Cl j 241 ROCK SLOPE PROTECTION 99' RT 243+24 j -I-c:r:: I-a: X Cl D-1 6 a 0... D-1 6 a 3.0 6.64 139 393 OL-21 INLET AND GUTTER DEPRESSION [2") 51' LT 254+09 0 2l: b .30 15 4 18" R.C.P. RISER DETAIL 8 SHT. D-26 51 ' LT 254+09 b c:r:: a: I- u.. Cl . I-D-1 7 C 3.0 6.64 139 393 OL-21 INLET AND GUTTER DEPRESSION (2"') 51 ' RT 254+57 D-1 7 C . 2l: w d .30 15 6 18" R.C.P. RISER DETAIL B SHt. D-26 51 ' RT 254+57 d :a: SHT. D-23 67' RT. 254+66 I-e 3.4 38 562 J.S. TYPE I -DETAIL 1 e a: c:r:: f 54 9.5 36" R.C.P. CLASS IV 0... 67' RT 254+66 TD 1 02· RT 255+09 f w g 4.7 1 . 95 105 HEADWALL STD. D-89 1 02· RT 255+09 g 0 \ h 204 ROCK SLOPE PROTECTION 102· RT 255+09 h • <:t -2l: . a: Cl D-1 B a 3.68 2.61 239 OS INLET AND GUTTER DEPRESSION (2 .. ) 57· LT 256+50 D-1 8 a u.. -Q5 ..J b 242 5.5 24 R.C.P. CLASS I I I 57· LT 256+50 TO 51' LT 254+09 b <:t c.:i ~ SHT. TOTAL 53.4 1460 5315 445 20 631 10 54 X I.!.. ' C) w I I-[Q)~£0~£@~ @QJJ£~u □u □~~ o:s: I-rn t11~-... [Q)o i]@J, i ~ .. I . ' FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-90-PF (REV. 1/80) ,._ ORIGINAL SCALE IS IN INCHES I ' I ' I ' I cu 12208 EA OE0251 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I .. • 12-4/ ·14.a• 50 144 NOTES: . 1 . (F) THE QUANTllY SHOWN IN THIS COLUMN . J!/~6/114-1 ~1',0fESSiOl(,4{ FOR EACH INDIVIDUAL PORTION OF WORK IS A )( REGISTERED CIVIL ENGINEER ~ FINAL PAY QUANTllY. ~ ILLIA '4' 2. (N) INDICATES NOT A PAY ITEM. ~ c:;. -WHEELER % <.o 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD -/-".Z.\ -~ .z_. "' ,., cc No. 4124J "' UNLESS OTHERWISE INDICATED ON PROFILE SHEETS, [Q)~£~~£@~ @QJJb\~lJ~lJ~~~ PLANS APPROVAL DATE -Ir Exp. J-Jl-95 * -ASSESSMENT DISTRICT 88-1 . RCP = REINFORCED CONCRETE PIPE .r/; CIVIL "" ORANGE COUNTY ENVIRONMENT AL ~l', ~~ MANAGEMENT AGENCY OF c~1.1\l:S 400 CIVIC CENTER DRlVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES • ~ 2995 REDHILL A VENUE 0 0 en • I-u COST A MESA, CA.92626 w I- ...J w z z z • z 0 ..... • 0 0 0 0 z • en ..... ..... ..... LU ~ •enW z~ I-I-I- >-(/) E: LL en Z 0:: OLL a:: u u u en > w '-' W O :::, a:: '-' 0 w w w 0 LU (..'.) ..... en I-I-I-I-a:: ...... I-LU cc en I-w :::, en u z~ z I-0 0 0 (/) LU >-..... i-i-en :::, ..... z en oz ct:: ct:: ~ ct:: a:: > I-en z wuwa:: u '-' :::, ........... ~ Cl. ~ Cl. ~ Cl. w DESCRIPTION LU <( :::, a:: :::, a:: I-ct:: 0 I-0 ~ ~ 0 > 0 0 )( cc 0 • : 0 w <(""') l!) w ow ow • • • • • • • • 0 0 w w > u a::: c.. en LL z u I'-.. Cl. 0 Cl. 0 Cl. Cl. Cl. Cl. Cl. Cl. Cl. Cl. Cl. u LU z (..'.) (..'.) : Z 1-W z <( -w '-' 0 C\J 0 C\J 0 • • • • • • w <( oenoz • • • w w I-z <( u 0 ..... ...J ...J LL> ...J '-' ...J '-' ...J en en u u u u u u E: (..'.) 0 (..'.) (..'.) <( I-z ct:: w ...J w .......... C..'.l en en en . • • • • • ' • :::, STATION <( z <( E: <( 0 w ..... 0 ct:: ct:: ..... WW E: <( ..... ct:: 0 W I-a:: ...J en i-z. I-z u u ct:: a:: a:: a:: ct:: a:: ' z zw z w <( w UI-en ..... -:.::: :c :.::: 0 :.::: ..... -z :c a:: • OZI-U ct:: w en en 1-U : ' : : : : : X -1--1- Cl a:: • z ..... I-z < en uu C..'.lU • <( <( < en <( ..... en Cl :c <( I-..... ...J 0 <( 0 -o 0 C\J l!) co -'<I" 0 lO co <( a:: ...J ...... E: :::, :::, ct:: >-a:: z : E:'-'C..'.l7 ClJ en E: "" u Cl. LL a:: ...J ct:: -ct:: ---C\J C\J t") t") v E: 0 Cl. Cl en Cl :::, . . ' C.Y. LBS LBS C. y. C.Y. C.Y. L. F. L.F. L. F. L. F. L.F. L.F. L.F. L. F. FT o>->-LU ID ID 1-o 0 <(LU LU ...Jz :.:: :::, (!} 0 0-D-1 9 a 3.68 2.61 239 INLET AND GUTTER DEPRESSION (2 .. ) 51 • RT. 256+50 D-1 9 a ...J (/) LU OS <(LU I 51 • RT. 256+50 TO 51' RT. 254+57 OD 0 b 194 3.5 24" R.C.P. CLASS I I I b D-2 12 u .34 1 9 CONCRETE COLLAR DETAIL 3 SH. D-25 74' LT. 257+61 D-2 12 a ~ .... b 4 1 . 5 24 .. R.C.P. CLASS I I I 74' LT. 257+61 TO 70' LT. 257+61 b :z .... C 3.62 4.95 125 331 OL-14 INLET AND GUTTER DEPRESSION [2 ") 59_5· LT. 257+61 C I ..J )(----UJ - (!) :z ·< D-2 13 d 7.06 5.89 1 8 1 354 OL-14 INLET AND GUTTER DEPRESSION [2 .. ) 5 1 ' RT. 257+61 D-2 13 d . 0 . · i I-34 5.7 30" R.C.P. CLASS I I I 54' RT. 257+61 TO 55· RT, 257+61 0:: e e UJ 4.2 1 . 52 85 HEAD\.JALL STD. D-89 85' RT. 257+61 CD f f ...J 4 85' RT. 257+61 < g ROCK SLOPE PROTECTION g D-2 14 a 3.8 3.55 102 266 OL-7 INLET AND GUTTER DEPRESSION (2 ") 51 • LT. 271 + 56 D-2 1 4 a I D-2 15 a 3.0 3.33 89 261 OL-7 INLET AND GUTTER DEPRESSION (2") 51 • RT. 271+79 D-2 15 a z: b .30 15 15 18" R.C.P. RISER DETAIL 8 SHT. D-26 51 ' RT. 271 + 79 b c:, -to-c=c C 2.5 38 562 J.S. TYPE I -DETAIL 1 SHT. D-23 80.5' RT. 271 + 87 C to-9.5 24" R.C.P. CLASS IV 80. 5· RT. 271 +87 TO 106' RT. 272+08 d a: d 32 )( c:, iCa. e 3.7 1 . 20 75 HEAD\.JALL STD. D-89 1 06' RT. 272+08 e Cl.I X f 67 ROCK SLOPE PROTECTION 106' RT. 272+08 f c=c a: to- I&. c:, • to-D-3 18 a 4. 1 9 6.97 158 401 OL-21 INLET AND GUTTER DEPRESSION (2") 51 ' LT. 288+15 D-3 1 8 a . z: w ~ to-cc cia: D-3 19 b 3.00 6.!54 139 393 OL-21 INLET AND GUTTER DEPRESSION [2") 51 ' RT. 288+16 D-3 19 b iCa. w .30 15 5 18" R.C.P. RISER DETAIL 8 SHT~ D-26 51 ' RT. 288+16 Cl C C ' d .25 1 5 CONCRETE COLLAR DETAIL 3 SH. D-25 78' RT. 288+17 d cia: e 12 2 18" R.C.P. CLASS I I I 78' RT. 288+17 TO 90' RT. 288+17 e -z: f 3.2 . 91 50 HEAD\.JALL cc STD. D-89 90' RT. 288+17 f C, g 81 ROCK SLOPE PROTECTION 90' RT. 288+17 g I&. -~ ..... I c=c c., ~ SHT. TOTAL 41 . 26 11 06 2807 4 1148 32 230 34 I )( I&. . 0 C) . w I I to-[Q)~£0~£@~ @QJJ&~u □11D[g~ GS: to-en @ . " / [Q)ot] ~ . FOR REDUCED PLANS 0 1 2 3 . FORM DC-OE-00-PF (REY. 1/80) ,.,.... ORIGINAL SCALE IS IN INCHES I ' I ' I ' I cu 12208 EA OE0251 . ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO . SHEETS . . -. 12 Oro I 12-4/ 14-8 • 51 144 NOTES: .. . ~-. w~~wLL \ 1/ V 1 . {F) THE QUANTITY SHOWN IN THIS COLUMN ~1',0fl:SSIO,t,4/ FOR EACH INDIVIDUAL PORTION OF WORK IS A )t REGISTERED CIVIL ENGINEER ~ FINAL PAY QUANTITY. ~ ILLIA ~ 2. {N) INDICATES NOT A PAY ITEM. ~ HHEELER ~ -~ 7 -21-"':);2.... "' 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD .., ,., "' 41243 "' UNLESS OTHERWISE INDICATED ON PROFILE SHEETS, PLANS APPROVAL DATE No. [Q)~&~~&@~ @(UJ£~U~U~~@ {I Exp.J-31-95 * - ASSESSMENT DISTRICT 88-1 . RCP = REINFORCED CONCRETE PIPE ORANGE COUNTY ENVIRONMENT AL <f'/; CIVIL ~~ "4r, fl.-.~ MANAGEMENT AGENCY or C~\.l~IS , 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES • ,...., 2995 REDHILL AVENUE 0 0 tr) • COST A MESA, CA.92626 I-u w I- ..J w z z z • z 0 ...... • 0 0 0 0 z • tr) ...... ...... ...... UJ z,...., i-.:... I-I- ~ (/) ,...., • tr) w OLL c:: u u u CD I: LL trl Z C:: > w '--' IJ.J O :::J c:: '--' 0 IJ.J IJ.J IJ.J 0 UJ (!) -tr) I-I-I-I-c:: ...... I- UJ cc tr) I-IJ.J :::J tr) u z,...., ZI-0 0 0 .. (/) UJ >-...... I-I-tr) :::J -z tr) oz c:: c:: ,...., c:: c:: .> I-tr) z IJ.J u IJ.J c:: u '--' :::J ............ ,...., a.. ,...., a.. 'It a.. w DESCRIPTION UJ <( :::J c:: :::J c:: I-c:: 0 1-0 'It 'It 0 > 0 0 I ' IJ.J 0 )t cc 0 • 0 <, ID IJ.J 0 IJ.J 0 IJ.J • • • • • • w u c:: a.. tr) • • 0 (!) IJ.J > z I-IJ.J LL z u· "a.. 0 a.. 0 a.. a.. a.. . a.. a.. a.. a.. a.. a.. u LJ.J z (!) I z < ...... IJ.J '--' 0 C\J 0 C\J 0 • • • • • • • • IJ.J < OtrlOZ • w w I-z <C u 0 -..J ..J LL > ..J '--' ..J '--' ..J tr) tr) u .u u u u u I: (!) 0 (!) (!) <( I-z c:: IJ.J ..J IJ.J ...... ...... (!) tr) tr) tr) • • • • • . • • :::J STATION <C z <CI: 0 IJ.J -0 c:: c:: ...... IJ.J IJ.J • <C <C ...... c:: 0 IJ.J I-c:: ..J tr) I-z I-z u u c:: . c:: c:: c:: c:: c:: I: z z IJ.J z IJ.J <C w UI-tr) -:r: :.::: 0 :.::: ...... :r: c:: • OZI-U tr) tr) -:.::: X -z -1--1- c:: • c:: IJ.J . < tr) uu (!) u I-u I I -I • I I I . <C <C Cl z ...... I-z • . <C tr) <C - tr) Cl :r: <CI-...... ..J 0 <O ...... 0 0 C\J ID CD -st 0 lO co <C c:: ..J •· ...... I: :::J :::J c:: >-c:: z I co Cl) • I: "" u a.. LL C:: ..J c:: ,;... c:: -C\J C\J I") I") st I: I: '--' (!) J - - Cl a.. Cl trl Cl :::J '-C.Y. LBS LBS C.Y. C. y. C.Y. L.F. L. F. L.F. L.F. L.F. L.F. L.F. L.F. FT 0~ ~ .. • LJ.J CD CD i-o 0 <(UJ UJ ...J z :,c :::J C, (.) (.)_ D-2 19A a 1 . 80 80 ARCH TO R.C.P. TRANS. DETAIL 7 SHT. D-26 90' RT. 279+24 D-2 19A a • ...J (/) UJ <(UJ I b 00 (.) 36 1 0 48'" R.C.P. CLASS IV 90" RT. 279+24 TO 125' RT. 279+28 b G 5.7 2~75 160 HEAD\.IALL STD. D-B9 125' RT. 279+2B G . d • 241 ROCK SLOPE.PROTECTION I 25' RT. 279+2B d ~ -- z -.D-3 20 a 3.2 . 91 50 HEAD\.IALL STD. D-89 , 74· LT. 290+63 D-3 20 a -~-- ! -I lt----UJ b 16 1 . 5 1 8 .. R.C.P. CLASS IV CONCRETE BACKFILL 74' LT. 290+63 TO 58.5' LT. 290+63 - (!) 3.41 b z G 3. 18 2.39 235 OS INLET AND GUTTER DEPRESSION (2 '") 55' LT. 290+63 G ·< ,,_' d 2. 13 10 1 . 5 18" R.C.P. CLASS IV CONCRETE BACKFILL 55 .5' LT. 290+63 TO 47" LT. 290+65 d -0 ,· ~ I-.. .25 15 CONCRETE COLLAR DETAIL 3 SH. D-25 47' LT. 290+65 e .,, a::: e UJ m l 3.57 4.92 123 331 OL-14 INLET AND GUTTER DEPRESSION (2 ") 52" LT. 289+50 l ~ -I ~ ...-i:: m. 1 1 4 2.0 24" R.C.P. CLASS I I I 52" LT. 2B9+50 TO 55" LT. 290+63 m . ' ' . '· , D-3 21 f .25 15 CONCRETE COLLAR DETAIL 3 SH. D-25 41 • RT. 290+65 D-3 21 f /,' . g 16 4 18" R.C.P. CLASS I I I 41 • RT. 290+65 TO 57· RT. 290+63 g ::,z 4.58 OL-10 INLET AND DEPRESSION (2 '") 57· RT. 290+63 h -- 0 h. 5.78 146 310 -c-24 6 18'" R.C.P. CLASS I I I 60" RT. 290+63 TO 84' RT. 290+63 i c:it i c-3.2 . 91 50 HEAD\.IALL STD. D-89 B4" RT. 290+63 ' IC!: j j )t 0 ~ k 88 ROCK SLOPE PROTECTION 84' RT. 290+63 k Cf) ::,z c:it m:: c- L!.. D-3 22 a 108 1 4 24" R.C.P. CLASS IV 55. 53· LT. 303+50 TO 51" RT. 303+50 . ' D-3 22 a 0 . . ' c-b 8.68 8.22 232 430 OL-21 INLET AND GUTTER DEPRESSION (2") 51 ' RT. 303+50 b :;::;:: LI.I , 2E c-m:: . C!iC D-3 23. G ~ . . 46 7 24" R.C.P. CLASS IV 51 ' RT. 303+51.75 TO 51" RT. 303+96.5 D-3 23 G w ' OL-21 INLET AND GUTTER DEPRESSION (2 .. ) 51 ' RT. 304+07 d C d 6.20 7.53 192 414 , • ' ' c::t -' z;: ' m:: 0 !.!,. I . ' -•• -I . , cl! . • . . c.:, , SHT. TOTAL 40.05 1063 1720 329 66 268 36 )t !.!,. . . 0 C) w I I-[Q)~&O~&@~ @(UJ&~u □uo~~ c.ll: c- ,. : ", Y-1 f:J ' ,. >' "l!:] [Q)□ il® -. FOR REDUCED PLANS 0 1 2 3 FORt.1 DC-OE-DO-PF (REV. 1/00). ,,_ ORIGINAL SCALE _IS IN INCHES I ' I ' I , I cu 12208 EA '0E025I ·, • . DIST. COUNTY ROUTE POST MILES SHEET TOTAL -. TOT AL PROJECT NO. SHEETS 12 Ora I 12-4/ 14-8 • 52 144 NOTES: --' wJ~&wLL • (F) ---1. THE QUANTllY SHOWN IN THIS COLUMN ~\>,OfESSIO,t,4( FOR EACH INDIVIDUAL PORTION OF WORK IS A )( REGISTERED CIVIL ENGINEER ~ FINAL PAY QUANTllY. ~ ILLIA ~ 2. (N) INDICATES NOT A PAY ITEM. t:; HHEELER .:;. -~ 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD -, -:Z.1-<:'2-:z cc No. 41243 "' UNLESS OTHERWISE INDICATED ON PROFILE SHEETS, [Q)~£~~£@[E @(U]&~U~U~~~ PLANS APPROVAL DATE {, Exp.J-Jl-95 * -ASSESSMENT DISTRICT 88-1 . RCP :: REINFORCED CONCRETE PIPE <f',1; CIVIL :,..'I-ORANGE COUNTY ENVIRONMENT AL '4;-t fl.~ MANAGEMENT AGENCY OF C~\.\~l:S 400 CIVIC CENTE~ DRIVE WEST SANTA ANA,CA. 2702-4048 THE KEITH COMPANIES • ,..., 2995 REDHILL AVENUE 0 0 CJ) • I-u , COST A MESA, CA,92626 w I- ...J w z z z • z 0 -• 0 0 0 Cl z • CJ) ---w ,..., • CJ) w z,..., I-I-I- >-rn I: LL. CJ) z 0::: 0 LL. 0::: u u u co > w "-' W O ::, 0::: ._, 0 w w w Cl w C!l -CJ) I-I-I-I-0::: -I-w a: CJ) I-w ::, CJ) u z,..., z I-0 0 0 rn ·W >--I-I-CJ) ::, -z CJ) oz 0::: 0::: ,..., 0::: 0::: > I-CJ) z w u w 0::: u "-' ::, --,..., Cl. ,..., Cl. :tt Cl. w DESCRIPTION w < ::, 0::: ::, 0::: I-0::: 0 1-0 'It :tt 0 > 0 0 )( a: Cl • t 0 w < ""') lDW ow OW • • • • • • 0 w u 0::: Cl. CJ) • • 0 w > LL. z u I'-Cl. 0 Cl. 0 Cl. Cl. Cl. • Cl. Cl. Cl. Cl. Cl. Cl. u w z C!l C!l t ZI-W z < -w ._, 0 (\J 0 (\J 0 • • • • w < OCJlOZ • • • • • w w I-z < u 0 -...J ...J LL.> ...J "-' ...J ._, ...J CJ) CJ) u u u u u u I: C!l 0 C!l C!l - < I-z 0::: w ...J w --C!l CJ) CJ) CJ) • • • • • • • • ::, STATION <Z < I: Cl w -0 0::: 0::: -I: < < -0::: 0 WI-0::: ...J w \JJ CJ) I-z I-z u u 0::: 0::: 0::: 0::: 0::: 0::: z zw z w < \JJ UI-CJ) --:.::: I :,:: 0 :.::: -0::: 0 Z I-U -z -1--1- I 0::: ' ' 0::: w CJ) CJ) < CJ) uu C!l u 1-U ' ' ' ' ' ' ' ' X << CJ) 0 0 I z -I-z < I--...J 0 <O -o 0 (\J lD co -v ·o ~ co < 0::: ...J < CJ) <- -I: ::, ::, 0::: >-0::: z ' I: "-' C!l ""') co CJ) I: ""' u Cl. LL. 0::: ...J 0::: ,... 0::: ---(\J (\J ~ ~ v I: 0 Cl. 0 CJ) 0 ::, '-. C.Y. LBS LBS C.Y. L.F. ' o>->-C.Y. C. y. L. F. L.F. L.F. L.F. L.F. L.F. L.F. FT wCO CD t-o Cl <w w _J z ::,:: ., ::JC, 0 0-D-3 24 Q 1 . 1 1 27 CONCRETE COLLAR DETAIL 3 SH. D-25 9' LT. 307+56 D-3 24 _J (/) w Q < w I 261 00 0 C 3.00 3. 1 1 69 OL-7 INLET AND GUTTER DEPRESSION (2 ") 51 • LT. 307+42 C d .30 15 12 , 16"' R.C.P. RISER DETAIL 6 SHT. D-26 52" LT. 307+42 d e . 16 23 36" R.C.P. CLASS IV 9· LT. 307+56 TO 6" RT. 307+64 e f 2.40 53 ' J.S. TYPE I I SEE DETAIL 2. SHEET D-24 6" RT. 307+64 f ~ -I :z - I ..J )(----LI.I D-3 25 e 164 5 24"' R.C.P. CLASS I I I 51 " RT. 304+17.50 TO 51" RT. 306+00 D-3 25 e ,-- (!) z f 3. 1 0 2.59 235 OS INLET AND GUTTER DEPRESSION (2 .. ) 51 ' RT. 306+00 f ·< . ..::•., 0 ,-' , --~ I- . 0::: ~ UJ D-4 26 D-4 m i 34 3 16"" R.C.P. CLASS I I I 53· LT. 313+67 TO 53" LT. 314+00 26 i ..J 7.07 403 <X: j 4.56 165 OL-21 INLET AND GUTTER DEPRESSION (2 ") 51 ' LT. 314+00 j , ' - D-4 27 a 1 . 60 35 CONCRETE COLLAR DETAIL 3 SH. D-25 96" LT. 313+61 D-4 27 Q C 46 39 46" R.C.P. CLASS IV 96' LT. 313+61 TO 52" LT. 313+49 C d 2. 1 5 1 1 2 , .. R.C.P. TO ARCH TRANSITION DET. 6 SHT. D-24 52' LT. 313+49 d . e . 30 15 16" R.C.P. RISER DETAIL 6 SHT. D-26 130 • LT. 313+70 e X f .77 12 SLOPE ANCHOR -DETAIL 4. SHT. D-23 1 1 9. LT. 313+67 f 0 . -c-f .77 12 SLOPE ANCHOR -DETAIL 4. SHT. D-23 1 07" LT. 313+63 f ~ c-12 SLOPE ANCHOR DETAIL 4. SHT. D-23 96" LT. 313+60 f = f .77 - )( 0 ~ f . 77 12 SLOPE ANCHOR -DETAIL 4. SHT .. D-23 64" LT . 313+56 f u, X f . 77 12 SLOPE ANCHOR -DETAIL 4. SHT. D-23 73' LT . 313+53 f ca: cc f . 77 12 SLOPE ANCHOR -DETAIL 4 . SHT. D-23 61 ' LT. 313+50 c- f !.!. g p. J. 60 6 16" R.C.P. CLASS I I I 1 30' LT. 313+70 TO 54.5" LT. 313+46 g 0 c-h 4. 16 6.97 156 401 OL-21 INLET AND GUTTER DEPRESSION (2") 51 • LT. 313+46 h ~ !.!.I a c-C: dC D-4 26 a 7.30 4.31 160 269 OL-7 INLET AND G~TTER DEPRESSION (2") 55' ,LT. 324+96 D-4 26 a ~ LY b 106 6 24" R.C.P. CLASS IV 55. 5' LT. 324+96 TO 55' RT. 325+15 b Cl • ~ -' ~ I C: 0 ! !.!. ~ ' --I Cl!C y I SHT. TOTAL 36.53 901 1569 126 1 6 46 292 )( !.!. 0 LY I . c-[Q)~£~~& @[E @(UJ&~u~u~rE~ . <.!t c-Cf.I ·c:R ' . ' -W)□i]f "~ ;'"' I . FOR REDUCED PLANS - 0 , 2 3 - FORU oc-oe-o·o-PF (REV. 1/80) ,,_ ORIGINAL SCALE IS IN INCHES I ' I ' I , I cu 12208 EA OE0251 . DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I 12-4/ 14-8 • 53 144 NOTES: w~6tuLL .. • (F) 1 . THE QUANTITY SHOWN IN THIS COLUMN ~I\OfESS!O,t,4( FOR EACH INDIVIDUAL PORTION OF WORK IS A REGISTERED CIVIL ENGINEER ~ )( FINAL PAY QUANTITY. '4' ~ ILLIA 2. (N) INDICATES NOT A PAY ITEM. ~ WHEELER <:_;. -$. "' 7 -:Z.1 -<=:) 'Z.-"' ,.., 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD "' 41243 "' No. UNLESS OTHERWISE INDICATED ON PROFILE SHEETS, [Q)~b\~~b\@~ @(Ll]m~u~u~~~ PLANS APPROVAL DATE -Ir Exp. 3-31-95 l} -ASSESSMENT DISTR1cr 88-1 . u'~;, CIVIL ~'° RCP :: REINFORCED CONCRETE PIPE ORANGE COUNTY ENVIRONMENT AL fl:.~ MANAGEMENT AGENCY or c~1.1~1:1 400. CIVIC CENTER DRlVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES • ,...., --2995 REDHILL AVENUE 0 0 (/) • COST A MESA, CA.92626 I-u LLJ I- ..J LLJ z z z • z 0 ....... • 0 0 0 Cl z . (/) ---LU r"'""'I •U)W z,...., I-I- I- >-en I: LI.. (/) z c:: 0 LI.. c:: u u u [Xl > LLJ '-'LL.JO::) c:: '--' 0 LLJ LLJ LLJ (.9 -Cl LU I-c:: -I-(/) I- I-I-, LU a: (/) I-LLJ :::, (/) u z,...., ZI-0 0 0 en LU >--I- I-(/) :::, -z (/) oz c:: c:: ,...., c:: c:: > I-(/) z LLJ u LLJ c:: U'--' :::, --,...., 0.. ,...., 0.. It 0.. LLJ DESCRIPTION LU <( :::, c:: :::, c:: I-0::: 0 1-0 'It 'It .0 > • : LLJ 0 0 )( a: Cl LLJ u c:: 0.. (/) 0 <, l!) LLJ 0 LLJ 0 LLJ • • • • • • • • 0 0 > z (.9 LLJ z I-LLJ LI.. u " 0.. 0 0.. 0 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. u z : z < LU < (.9 OU"JOZ -LLJ ...., 0 (\) 0 (\) 0 • • • • • • • • LLJ ..J ..J • LLJ LLJ I-< -...., ..J ...., ..J (/) (/) u u u u I: I-z c:: u 0 LI..> ..J u u (.9 0 (.9 (.9 <( z LLJ ..J LLJ --(.9 (/) (/) (/) • • • • • • • • :::, <Z Cl LLJ -0 0::: 0::: -LLJ LLJ STATION < I: < -0::: ..J (/) I-z I-z u u 0::: c:: 0::: c:: 0::: c:: I: LLJ < < 0::: 0 LLJ I-LLJ UI-o::.:: -z z LLJ z :i::: 0::: : OZI-U (/) (/) (/) --::.:: :i::: ::.:: -z -1--1-0::: a:: LLJ < (/) uu (.9 u 1-U : : : • X (/) Cl :i::: z-1-z : : : : • << < (/) < ..... Cl <CI-...... ..J 0 <O -o 0 (\) l!) Cl) -st 0 lO Cl) < : -I: :::, :::, OJ (/) I: "" u 0.. LI.. 0::: ..J 0::: -0::: -(\) (\) I") I") st I: 0::: ..J 0::: >-0::: z I: '--' (.9 , --Cl 0.. Cl u, Cl :::, '-.. C.Y. LBS LBS C.Y. C.Y. C.Y. L. F. L. F. L. F. L.F. L.F. L. F. L.F. L.F. FT o>->-... LUOO [Xl i-o Cl <CLU LU ....J z ~ :::, CJ (.) D-4 9.7 4.97 (.)_ 29 C 40 305 DL-7 INLET AND GUTTER DEPRESSION (2 "') 55· RT. 325+15 D-4 ....Jen LU 29 C <C LU :i::: d 106 (.)Cl (.) P.J. 1 4 24" R.C.P. CLASS IV 58.5" RT. 325+15 TO 163' RT. 325+27 d e .90 13 SLOPE ANCHOR -DETAIL 4. SHT. D-23 79.5' RT. 325+18 e e .90 13 SLOPE ANCHOR -DETAIL 4. SHT. D-23 101 .5' RT. 325+21 ' e e .90 13 SLOPE ANCHOR -DETAIL 4. SHT. D-23 123.5' RT. 325+24 e !'--e .90 13 SLOPE ANCHOR -DETAIL 4. SHT. D-23 145.5' RT. 325+27 e c z -f 3.7 1 . 20 75 HEADWALL STD. D-89 163' RT. 325+27 f ! ...J )(----w g 267 ROCK SLOPE PROTECTION 163' RT. 325+27 (!) g z ·< - ,.,,c, 0 I . . ~ I-30 0 5.25 . 1 0 1 1 2 OCP INLET \./ITH STEEL COVER 79' LT. 328+41 a::: D-4 D-4 30 0 ... LL.I b [ CD 22 5 18" R.C.P. CLASS I I I 79· LT. 328+41 TO 58.5' LT. 328+41 b ...I 3.34 3.20 <C C-95 263 OL-7 INLET AND GUTTER DEPRESSION (2") 55· LT. 328+41 C d 14 2.5 18"' R.C.P. CLASS I I I 55.5' LT. 328+41 TO 42' LT. 328+41 d e .25 15 .. CONCRETE COLLAR -DETAIL 3. SHT. D-25 42' LT. 328+41 e ' . D-4 31 f .25 15 . CONCRETE COLLAR -DETAIL 3. SHT. D-25 49· RT. 328+42 D-4 31 f g 4 3 18"' R.C.P. CLASS I I I 49· RT. 328+42 T051.5' RT. 328+42 g z:: h 5.79 3.89 135 279 OL-7 INLET AND GUTTER DEPRESSION (2"') 51 • RT. 328+42 C) h -c,- c!it i P.J. 94 12 18"' R.C.P. CLASS IV 54 .5' RT. 328+42 TO 146' RT. 328+64 i c,-.77 12 SLOPE ANCHOR -DETAIL j a: j 4. SHT. D-23 74• RT. 328+48 )( C) a. j .77 12 SLOPE ANCHOR -DETAIL 4. SHT. D-23 95· RT. 328+53 j Cl) z:: j . 77 12 SLOPE ANCHOR -DETAIL ~ 4. SHT. D-23 1 1 6 • RT . 328+58 j m: k 3.2 . 91 50 . HEADWALL STD. D-89 1 46' RT. 328+64 c,-k LI. l 308 ROCK SLOPE PROTECTION 146' RT. 328+64 1 C) c,-z:: L!J a D-5 32 6.25 . 1 2 I>-a 1 12 OCP INLET \Jl~H STEEL COVER 79• LT. 334+67 D-5 32 a m: c!it b 26 5 24" R.C.P. CLASS I I I 79.5 LT. 334+67 TO 54.5' LT. 334+67 b a. L!J C 3.67 3.99 1 1 1 296 OL-10 INLET AND DEPRESSION (2 ") 51 • LT. 334+67 Q C • d -6 2.5 24" R.C.P. CLASS I I I 51 . 5. LT. 334+67 TO 46' LT. 334+67 .d - rl\t e .34 19 CONCRETE COLLAR -DETAIL 3. SHT. D-25 46' LT. 334+67 e -z:: l:ll: C) -LI. ~ -...I cleC y SHT. TOTAL 25. 13 643 1367 575 134 138 )( LI. CJ C) I L!J c,-[Q)~£~~&@~ @llD£~u~u~~@ ~ ~ ' (I,) @ -::---' [Q)□ i® ' '-..- ' ' . FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-00-PF (REV. 1/80) ,._ ORIGINAL SCALE IS IN INCHES I . I . I I cu 12208 EA OE0251 ,--' NOTES: . . . 1 . (F) THE QUANTITY SHOWN IN THIS COLUMN )( FOR EACH INDIVIDUAL PORTION OF WORK IS A FINAL PAY QUANTITY. 2. (N) INDICATES NOT A PAY ITEM. 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PROFILE SHEETS [Q)~£~~£@~ • ' RCP = REINFORCED CONCRETE PIPE • ,...., 0 0 CJ') • I-u w I- ..J w z z z • z 0 .... • 0 0 0 0 z • CJ') ---UJ ,...., • U'lW z,...., I-I-I- >-(/) 0 LJ.. a:: u u u :c LJ.. CJ') z a:: CD > w '-'WO:::::l a:: ...., 0 w w w 0 UJ (!) -(J') I-I-I-I-a:: -f-UJ er: CJ') f-W:::::lU'lU z,...., ZI-0 0 0 (/) UJ >--I-I-(J') :::::, -z CJ') oz a:: a:: ,...., a:: > I-(J') z wuwa:: u...., :::::, --,...., ll.. ,...., ll.. it ll.. UJ <( :::::, a:: :::::, a:: I-a:: 0 f-0 it it 0 )( er: 0 • • 0 w <(""') LOW ow ow • • • w u a:: ll.. CJ') • • ' • • 0 (!) w > Z 1-W LJ.. z u I'-. ll.. 0 ll.. 0 c.. ll.. ll.. ll.. ll.. ll.. ll.. ll.. ll.. z • <( UJ <( (!) OU'lOZ z -w '-' 0 C\J 0 C\J 0 • • • • • • • • I-<( -..J ..J LJ.. > ..J ...., ..J '-' ':...J (J') (J') u u u u u u <( I-z z a:: ' u 0 w ..J w (J') CJ') • • q -a:: a:: ---(!) (J') • • • • • • w <( -0 a:: ....J WW CJ') I-z I-z u u a:: a:: a:: a:: a:: a:: w <( a:: OWi-w UI-:::c ~ 0~ a:: OZI-U (J') --~ :::c a:: : a:: w CJ') (J') <( (J') uu (!) u 1-U ' ' ' ' ' ' ' : (J') 0 0 :::c z -I-z < I--....J 0 <( 0 -o 0 C\J LO a:) v 0 lO a:) -:c:::::,:::::, -' aJ CJ') :c "" u ll.. LJ.. a:: ....J a:: -a:: -C\J C\J I'? I'? v :c ...., (!) ""') -- '-. C.Y. LBS LBS C.Y. C. y. C.Y. L. F. L.F. L. F. L. F. L.F. L. F. L. F. L.F. o>->-UJCD CD . t-o 0 <(UJ UJ ...J z ::.:: :::, (!) ()_ 0 D-5 33 I 3. 1 7 3.85 103 293 ...J (/) UJ <( UJ I 00 0 m 50 D-5 33A f • P.J 90 ~ g .90 13 -z .... g .90 13 I J )( ... -UJ g .90 13 ' (!) z h 2.0 58 ·< ,c i 3.7 1 . 20 75 '· 0 . , ~ I-a::: j . 337 -UJ 2.0 ~ CD k 58 ..J <C n· 3.67 2.75 239 p 68 D-5 34A 0 4.6 . 1 2 1 1 2 b 24 C 4. 1 8 2.79 25 230 2 d 6 Cl -I-<?it e .34 19 I-2.5 a: f 38 . )( Cl a.. g P.J. 124 U) 2 h .90 13 <?it CJ:: I-h .90 13 I.!. h .90 13 Cl h .90 13 . I-~ LY i a I-CJ:: <?it a.. LY Cl D-5 34 j 3. 12 3. 1 I 89 261 • k 204 1 <?it -2 m: Cl I.!. ~ -..! <?it ~ I SHT. TOTAL 26.96 556 I 1 35 337 1 I 8 448 )( I.!. . Cl w I I-ll'lt I-.. Cl) c-11·:J· ~ .. .cc' ~ . . FOR REDUCED PLANS 0 FORM 0C-OE-00-PF (REV. 1/88) """' ORIGINAL SCALE IS IN INCHES I • @(UJ~~u~u~~~ a:: w DESCRIPTION > , 0 u :c :::::, :c -X <( :c FT . . DL-10 INLET AND DEPRESSION (2 .. ) 2.5 18" R.C.P. CLASS I I I 13 24 .. R.C.P. CLASS IV SLOPE ANCHOR -DETAIL 4. SHT. D-23 SLOPE ANCHOR -DETAIL 4. SHT. D-23 SLOPE ANCHOR -DETAIL 4. SHT. D-23 J.S. TYPE I -DET. 1 SHT. D-23 NO M.H. DOUBLE HEAD\./ALL STD. D-89 ROCK SLOPE PROTECTION J.S. TYPE I -DET. 1 SHT. D-23 NO M.H. OS INLET AND GUTTER DEPRESSION (2 .. ) 14 18 .. R.C.P. CLASS IV OCP INLET \./ITH STEEL COVER 5 24",R.C.P. CLASS I I I CLEANOUT PER DETAIL 5. SHT. D-25 2 24" R.C.P. CLASS I I I CONCRETE COLLAR -DETAIL 3. SHT. D-25 J.S. TYPE I -DETAIL 1 SHT. D-23 . 1 1 24 .. R.C.P. CLASS IV SLOPE ANCHOR -DETAIL 4. SHT. D-23 SLOPE ANCHOR -DETAIL 4, SHT. D-23 SLOPE ANCHOR -DETAIL 4. SHT. D-23 SLOPE ANCHOR -DETAIL 4. SHT. D-23 DOUBLE HEAD\./ALL SEE SYSTEM 33A. UNIT i OL-7 INLET AND GUTTER DEPRESSION (2") 2.2 24" R.C.P. CLASS I I I ----- 1 2 3 I • I . I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora I 12-4/' 14-8 • 54 144 tr2L&wJ.,,i ~I\OfESS!O,t,4/ REGISTERED CIVIL ENGINEER ~ ~ ILLIA ~ ~ ~ -HHEELER ~ "" '1 -:Z. t -9 .:Z.. ..., ,., "' 41243 "' PLANS APPROVAL DATE No. -It Exp. J-31-95 * -ASSESSMENT DISTRJCr 88-1 . u'~/: CIVIL ~'l-ORANGE COUNTY ENVIRONMENT AL fl,..~ MANAGEMENT AGENCY E or C~\.l~l:l 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA,92626 ., 0 0 ' w • w t5· .. (!) 0 (!) STATION <Z <( :c <( z zw z -z -1--1-<( <( <( (J') <-a:: ....J a:: >-a:: z a o... a U'l a :::i 51 ' RT. 333+50 D-5 33 I 53· RT. 333+50 TO 53' RT. 334+00 m 65' RT. 334+67 TD 155' RT. 334+86 D-5 33A f 88' RT. 334+72 I g i 1 1 0. RT. 334+77 g 132' RT. 334+81 g 65' RT. 334+67 h . 155' RT. 334+86 i 1 55· RT. 334+86 , j 53· RT. 334+67 k 51 ' RT. 334+00 n 53' RT. 334+00 TO 53' RT. 334+67 p . . 79' LT. 335+89 D-5 34A 0 . 79' LT. 335+89 TO 56' LT. 335+89 b 54' LT. 335+89 C 52' LT. 335+89 TD 46' LT. 335+89 d 46' LT. 335+89 e 58' RT. 335+72 f 58' RT.,335+72 TD 156' RT. 334+94 g 78' RT. 335+56 h 97' RT. 335+41 h 1 I 7' RT. 335+25 h I 36' RT. 335+10 h I 56' RT. 334+94 i 51 ' .LT. 338+00 D-5 34 j 54' LT. 335+90.5 TO 54' LT. 337+96.5 k [Q)~&O~&@[g @(UJ&~u □u □[g© [Q)oi]@ cu 12208 EA OE025I ' I - j I ' \ ' . POST MILES SHEET TOTAL ' DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora ) 12-4/ 14-8 • 55 144 NOTES: .-, . _ _,./ (F) wJJ~ 6 w~ . 1 . THE QUANTllY SHOWN IN THIS COLUMN ~iOfESSIO,t~( FOR EACH INDIVIDUAL PORTION OF WORK IS A )t REGISTERED CIVIL ENGINEER ~ FINAL PAY QUANTllY. ~ ILLIA ~ 2. (N) INDICATES NOT. A PAY. ITEM. ~ l-JHEELER ~ -~ 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD r -2-f-C;:),2._ s ... "' No. 41243 ,., UNLESS QTHERWISE INDICATED ON PROFILE SHEETS, ' PLANS APPROVAL DATE [Q)~~~~~@~ @(Ll)&~U~U~~~ {r 3-31-95 * -ASSESSMENT DISTRICT 88-1 . Exp. RCP = REINFORCED CONCRETE PIPE .r/41,.( CIVIL ~~ ORANGE COUNTY 'ENVIRONMENT AL 'ilc-~ MANAGEMENT AGENCY OF c~1.1\1:J 400 CIVIC CENTE~ DRIVE WEST SANTA ANA, CA, 2702-4048 ' THE KEITH COMPANIES ' 0 • ,..., . 2995 REDHILL AVENUE 0 (J) . ' I-u COST A MESA, CA,92626 w I- ...J w z z z . z 0 -• 0 0 0 0 z • (J) ---w ,......,, .. en w z,..., I-I-I- >-Cl) :c !J.. (J) z ci::: 0 !J.. ci::: u u u Cll > w '-' W O :::, ci::: '-' 0 w w w 0 w (.!) -(J) I-I-I-I-ci::: -I-w a: (J) I-w :::, (J) u z,..., z I-0 0 0 Cl) -z (J) ,..., ci::: I ci::: LU >--I-I-(J) :::, oz ci::: ci::: > ~ (J) z w u w ci::: u '-' :::, --,..., c.. ,..., c.. :io c.. w DESCRIPTION LU :::, ci::: :::, ci::: I-ci::: 0 I-0 :io :io 0 > 0 0 )t a:. 0 • • 0 w <, LC) w ow ow • • • • • 0 w u ci::: c.. (J) • • • 0 w > !J.. z u "c.. 0 c.. 0 c.. c.. c.. . c.. c.. c.. c.. c.. c.. u LU z (.!) (.!) • ZI-W z < -w '-' 0 C\J 0 C\J 0 • • < OWOZ • • • • • • w • w w I-< -...J ...J '-' ...J '-' ...J (J) (J) u u u ·u u u :c <( I-z ci::: u 0 !J.. > ...J (.!) 0 (.!) (.!) z w ...J w --(!) (J) (J) (J) • • • . • • • • :::, STATION <Z 0 w -0 ci::: ci::: -WW < :c < -ci::: ...J (J) I-z I-z u u ci::: ci::: ci::: ci::: ci::: ci::: :c z w < ci::: 0 W I-zw z ' < w UI-(J) --:,,c:: :::c )c:: 0 ~ --z :::c ci::: 0 Zc-U -I--1- ci::: • ci::: w (J) (J) < (J) uu (.!) u 1-U ' ' • • • ' ' • X << (J) Cl :::c z-1-z < (J) <- Cl < I--...J 0 <O -o 0 C\J LC) co -st 0 lD co < ci::: ...J -:c :::, :::, ci::: >-ci::: z • Cl) (J) :c.,., u c.. !J.. ci::: ...J ci::: -ci::: ---C\J (\J t') t') .... :c Cl c.. :c '-' (.!) ..., Cl (J) Cl :::, '-. C.Y. LBS LBS C.Y. C.Y. C.Y. L.F. L. F. L. F. L.F. L. F. L. F. L.F. L.F. FT o>->-.. • • LU Cll 00 i-o 0 <( w LU __J z .. ::i CJ ~ . 0-0 D-5 35 5.04 3.68 123 275 DL-7 INLET AND GUTTER DEPRESSION (2") 51 • LT. 341 +30 D-5 35 ...J Cl) LU a a I <( LU :::c 00 0 b 58 3.5 24" R.C.P. CLASS I I I 54' LT. 341+35.50 TO 58.50' LT. 341 +90 b C .34 19 CONCRETE COLLAR -DETAIL 3. SHT. D-25 58. 50' LT. 341 + 90 C d 222 4 24" R.C.P. CLASS I I I 58. 50" LT. 341 +90 TO 54· LT. 344+13 d e 6.04 1 . 25 100 498 CLEANOUT PER DETAIL 5. SHT. D-25 54' LT. 344+15 e ~ -f 174 4 24" R.C.P. CLASS I I I 54' LT. 344+17 TO 58.5' LT. 345+90 f z ..... g .34· 1 9 CONCRETE COLLAR -DETAIL 3, SHT. D-25 58.5' LT. 345+90 g ..J lt----,i LU 1 1 8 24" R.C.P. CLASS I I I h h 3 58. 5· LT. 345+90 TO 54" LT. 347+07 - i C!) z ·< _:,._ . ' 0 - I I-D-5 36 a 4.5 . 1 2 1 1 2 -D-5 0::: OCP INLET WITH STEEL COVER 79· LT. 347+09 36 a LU 26 4.3 CD b 21 " R.C.P. CLASS I I I 79. 5' LT. 347+09 TO 54.5" LT. 347+09 b _, <i: C 4.50 7.06 164 403 OL-21 INLET AND GUTTER DEPRESSION (2") 51 • LT. 347+09 C d 10 3 21" R.C.P. CLASS I I I 51 " LT. . 347+09 TO 4 1 " LT. 347+08 d e .25 17 .. CONCRETE COLLAR -DETAIL 3. SHT. D-25 4 1 " LT. 347+08 ' e . D-5 37 f 8.55 6.30 206 363 DL-14 INLET AND GUTTER--DEPRESS I ON (2 .. ) 57' RT. 347+12 D-5 37 f g 124 9.0 30" R.C.P. CLASS IV 58' RT. 347+14 TO 79· RT. 348+40 g z,: h 3.20 38 562 J.S. TYPE I PER DETAIL 1 . SHT. D-23 79' RT. 348+40 I C) h -c-cg: i 32 1 0. C 30" R.C.P. CLASS IV 79' RT. 348+40 TO 85' RT. 348+76 i c-j 28 9.0 24" R.C.P. CLASS IV 79' RT. 348+40 TO 103' RT. 348+25 j cc )t C) Q.. k 4.95 3.65 1 21 274 OL-7 INLET AND GUTTER DEPRESSION [2"1 103' RT. 348+25 k en X c:t m: I-j I!. D-5 38 a 4.25 . 1 2 1 1 2 OCP INLET WITH STEEL COVER 79' LT. 348+77 D-5 38 a C) c-b 22 3.8 24" R.C.P. CLASS I I I 79. 5' LT. 348+77 TO 58' RT. 348+77 b :::.: !.!.I C 3.41 3.91 107 294 DL-10 INLET AND DEPRESSION [2") 55' LT. 348+77 C a: 348+77 TO 43' LT. 348+85 c-d 12 4.5 24" R.C.P. CLASS I I I 55.5' LT. d m: c:t e .34 19 J.S. TYPE I -DETAIL 1 SHT. D-23 43· LT 348+85 e Q.. - !.!.I f . 34 19 CONCRETE COLLAR -DETAIL 3 . SHT. D-25 53' RT. 349+20 f Cl • g 36 9.5 24" R.C.P. CLASS IV I 53' RT. 349+20 TO 85.5' RT. 349+36 g ca: -z,: m: C) I!. I -..l Cl1t u SHT. TOTAL 30.9 952 2893 36 670 156 ,, )t !!,. C) 'Cl !.!J I c-[Q)~£0~£@~ @(Ll)&~u □u □~~ . ~ c- ,--' Y.t r1'(c~ ' [Q)~ ~(Q) '-·-·. ·~ I I . FOR REDUCED PLANS 0 1 2 3 FORI.I OC-OE-00-PF (REV. 1/80) .. _ ORIGINAL SCALE IS IN INCHES I ' I • I I cu 12208 EA OE0251 ' I , ' ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL . I TOT AL PROJECT NO. SHEETS I 12 Ora I 12-4/ 14-8 • 56 144 NOTES: ,~. -' --- ' j /Jl~6Wki ' 1 . (F) THE QUANTllY SHOWN IN THIS COLUMN ~~Of£SSto4-_.,1 FOR EACH INDIVIDUAL PORTION OF WORK IS A )( ' REGISTERED CIVIL ENGINEER i ~ FINAL PAY QUANTllY. <Y ILLIA ~ 2. (N) INDICATES NOT A PAY ITEM. ti l-JHEELER c;;!. -~ c., 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD 7 -'2-1-C?J:Z. .... ,., er 41243 ,0 UNLESS OTHERWISE INDICATED ON PROFILE SHEETS. PLANS APPROVAL DATE No. [Q)~&~~&@~ @(UJ~~u~u~~~ {, Exp. 3-31-95 * -ASSESSMENT DISTRICT 88-1 . RCP :: REINFORCED CONCRETE PIPE .r~,,., CIVIL ~~ ORANGE COUNTY 'ENVIRONMENT AL 11,.~ MANAGEMENT AGENCY OF c~1.\\l:l 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES • ,..., 2995 REDHILL AVENUE 0 0 CJ) • I-u COST A MESA, CA.92626 w I- ..J w z z z • z 0 ..... • .0 0 0 0 z • CJ) ..... -..... UJ ,_ •U,W z,..., I-I-I- >-(/) :c LL CJ) Z 0:: OLL 0:: u u u co > w '-' W O ::::l 0:: ....., 0 w w w 0 UJ (.!) ..... I-I-I-0:: ..... I-CJ) I- UJ a: CJ) I-w ::::) CJ) u z,..., ZI-0 0 0 (/) UJ >-..... I-I-CJ) ::::) -z CJ) oz 0:: 0:: ,..., 0:: 0:: > I-CJ) z wuwo:: U'-' ::::) --,..., a.. ,..., a.. 'It a.. w DESCRIPTION UJ <( ::::) 0:: ::::) 0:: I-0:: 0 I-0 'It 'It 0 > 0 0 )( a: 0 • : 0 w <(""") Lr) w ow ow • • • • 0 w u 0:: a.. CJ) • • • • 0 (.!) w > LL z u I'-. a.. 0 a.. 0 a.. a.. a.. ' a.. a.. a.. a.. a.. a.. u UJ z (.!) : ZI-W z < -w '-'O C\J 0 C\J 0 • < O(J)ClZ • ' • ' • • • w • w w I-< -..J ..J LL > ..J ....., ..J ....., ..J CJ) (/) u u u u u u :c , <( I-z 0:: u 0 (.!) 0 (.!) (.!) z 0:: 0:: ...... w ..J w ...... ...... (.!) CJ) CJ) (/) • • • • ' • • ' ::::) STATION <Z <( :c <( 0 w ...... 0 WW ...... 0:: ..J (/) I-z I-z u u 0:: 0:: 0:: 0:: 0:: 0:: :c z w <( <( 0:: 0 W I-w UI-:r: le:: 0 le:: ...... zw z 0:: 0 Z I-U CJ) -..... le:: ...... z -1-...... I- :r: 0:: : 0:: w (/) CJ) <( CJ) uu (.!) u I-u : : : : : : : : X <( <( CJ) Cl Cl :r: z ...... I-z <( I-...... ..J 0 <CO -o 0 C\J Lr) co "<I" 0 lO co < <((/) <- ..... :c ::::) ::::) -0:: ..J 0:: >-0:: z : co(/) :c oel u a.. LL 0:: ..J e::: -0:: -C\J C\J I") I") st :c Cl a.. :c ....., (.!) """) --0 CJ) 0 ::::) " C. y. LBS LBS C.Y. C.Y. C.Y. L.F. L.F. L.F. L. F. L.F. L. F. L.F. L.F. FT o>->-,, UJCO co t-o 0 <(UJ UJ ' ..J z ~ => C!) 0 0-D-5. 39 C 3.41 38 568 J.S. TYPE I PER DETAIL I . SHT. D-23 85' RT. 348+76 D-5 39 C ..J (/) UJ <(UJ :r: 00 0 d 58 10 30 .. R.C.P. CLASS IV 55· RT. 348+79.5 TO 85" RT. 349+36 d 3:s1 104 INLET AND DEPRESSION (2") . B 3.26 293 OL-10 57• RT. 348+77.5 e f P.J. 26 1 1 18 .. R.C.P. CLASS IV 60.5' RT. 348+77.5 TO 85' RT. 348+76 f g .77 1 1 SLOPE ANCHOR -DETAIL 4. SHT. D-23 73• RT. 348+77 g . ~ h -3.33 38 568 J.S. TYPE I PER DETAIL 1 . SHT. D-23 85" RT. 349+36 h z .... i 132 12 30" R.C.P. CLASS IV ss· RT. 349+36 TO 3D3.5' RT. 349+97 i I ...J )(----UJ 5.86 7.44 412 OL-21 INLET AND DEPRESSION 12 .. l (!) j 186 203· RT. 349+97 j --,- z k 42 4 30" R.C.P. CLASS I I I 203" RT. 349+97 TO 242" RT. 350+17 k • <C ' i I --I 1 . 1 2 75 HEADWALL STD. D-89 242' RT. 350+17 ' 0 -. ~ I- 0:: m 122 ROCK SLOPE PROTECTION 242' RT. 350+17 m '-:; UJ CD ~ ...J ~ <C D-5 40 a 3.76 4.97 127 332 OL-14 INLET AND GUTTER DEPRESSION (2 .. ) 53· LT. 357+95 D-5 40 a b '' 50 3 18" R.C.P. CLASS I I I 53· LT. 357+95 TO 58' LT. 358+S"2. b C 3.2 , 91 50 HEADWALL STD. D-89 58' LT. 358+ ~2. C d 4 ROCK SLOPE PROTECTION 58' LT. 358+ SZ: d & D-5 41 328 C, a 3.22 4.82 1 1 8 --OL-14 INLET AND GUTTER DEPRESSION [2") 53' RT. 357+95 D-5 41 a e-b 10 3 18" R.C.P. CLASS I I I 53· RT. 357+95 TO 58' RT. 358+0~ b c:s: e-3.2 . 91 50 HEADWALL STD. D-89 58' RT. 358+09 Ci!: C C )( C, a.. d 4 ROCK SLOPE PROTECTION 58' RT. 358+0eJ. d en g c:s: ' . Ci!: e- I.!.. D-1 42 k 0.50 23 CONCRETE COLLAR -DETAIL 3, SHT. D-25 110.5' I t . 242+92 D-1 42 k C, e-I 46 10 30 .. R.C.P. CLASS IV 110)5' LT. 242+92 TO 7' LT. 243+17 I & L!.I m 3.41 38 568 J.S. TYPE I -DETAIL I SHT. D-23 77" LT. 243+17 m ~ e-n 142 15 30" R.C.P. CLASS IV 77' LT. 243+17 TO 67' RT. 243+20 n cc c:s: a 0.50 23 CONCRETE COLLAR -DETAIL 3, SHT. D-25 67' RT. 243+20 0 a.. ' LY p 32 16 30" R.C.P. CLASS IV Cl -67' RT. 243+20 TD 99' RT. 243+20 p • q DOUBLE HEADWALL SEE SYSTEM 5 UNIT i 99' RT. 243+20 q cis:: i -g j cc - C, r I.!.. l!.I --I cis:: C,) SHT. TOTAL 35.96 881 3069 4 4 122 86 452 C) ----- )( L!. 0 C) LY I e-[Q)~£~~£@~ @llD&~u~1r~~~ . "'1C e--Cl) r:11r~ ( '•.•--' ~ [Q)□?2 i] . . FOR REDUCED PLANS 0 ' 1 2 3 I FORU DC-OE-00-PF (REV. 1/B8) ,._ ORIGINAL SCALE IS IN INCHES I ' I ' I ' I cu 12208 I EA OE0251 i ' - /.,,..,....-----·--- -.. ,. __ , -. . DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora I 12-4/ 14-8 • 57 144 NOTES: --wJ~ ~ ~i. ' 1 . (F) THE QUANTITY SHOWN IN THIS COLUMN / ~I\OfESSION-4, FOR EACH INDIVIDUAL PORTION OF WORK IS A REGISTERED CIVIL ENGINEER x· -·----~ FINAL PAY QUANTITY. ~ ILLIA '4: 2. (N) INDICATES NOT A PAY ITEM. t; HHEELER ~ -% ' 7-'Z-\ -"?Z-~ ,.., 3. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD : a: No. 41243 · "" UNLESS OTHERWISE INDICATED ON PROFILE SHEETS, [Q)~t%~~t%@~ @QJJ~~u~u~~~ PLANS APPROVAL DATE· -It Exp.3-31-95 * --' ASSESSMENT DISTRICr 88-1 . "'~tr CIVIL ~'" RCP = REINFORCED CONCRETE PIPE 'ORANGE COUNTY ENVIRONMENT AL ~~ MANAGEMENT AGENCY OF C~\.\\l:l 400 CIVIC CENTER DRIVE WEST ' • SANTA ANA, CA. 92702-4048 • 0 0 ,.., THE KEITH COMPANIES (1) • I-(.) 2995 REDHILL AVENUE w I-COST A MESA, CA,92626 ..J w z z z • z 0 -• 0 0 0 z • (1) ---• (1) w z,.., I-I-I-,.., 0 LL a::: (.) (.) (.) 0 :c LL (1) Z a::'. UJ w '--' W O ::J a::: '-' 0 LLJ w w >-(!) -(I) I-I-Cf) I-a::: -I-I-[D > (I) I-w ::::, (1) (.) z,.., ZI-0 0 0 0 UJ >--I-I-(I) ::::, -z (I) oz a::: a::: ,.., 0::: a::: UJ er: (1) z w (.) w 0::: (.) '-' ::::, --,.., 0.. ,.., 0.. ~ 0.. ' w DESCRIPTION Cf) ::::, 0::: 0 1-0 :It 0 > 0 0 UJ 0::: ::::, 0::: I-:It > • : 0 w <7 LOW ow ow • • • • • • • • • 0 I-0 w w > (.) 0::: 0.. (1) LL z (.) 00.. 00.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. 0.. (.) UJ <( (!) Z 1-W "0.. X er: 0 z (!) : z < -w '-' 0 C\J 0 C\J 0 • • • • • • • • • w • w w < < OUlOZ -..J ..J LL> ..J '-' ..J '-' ..J (1) (1) (1) . (.) (.) (.) (.) (.) (.) :c (!) 0 I-z 0::: (.) 0 ..J w ::::, (!) (!) UJ z w --(!) (1) (1) (I) • • • • • • • • • STATION <Z < :c < w -0 a::: 0::: -:c I-< -0::: 0 W I-0::: ..J WW (1) I-z I-z (.) (.) (.) 0::: 0::: 0::: 0::: 0::: 0::: z zw z <( w < w (.) I-(I) --:.:: J: :.:: a:.:: --z -1--1-0 J: 0::: 0::: : 0 Z I-U 0::: w (1) (I) < (1) (.) (.) (!) (.) I-(.) : : : : : : : : • X << <(1) <-0 z-1-z • (1) 0 J: <t--..J 0 <O -o 0 C\J LO co co -st 0 UJ co < 0::: ..J 0::: >-0::: z : -:c ::::, ::::, co (/) :C<l (.) 0.. LL 0::: ..J 0::: -0::: ---C\J C\J I") I") st :c 0 0.. 0 (/) 0 ::::, :c '-' (!) 7 - C.Y. LBS LBS C.Y. C.Y. C.Y. L.F. L. F. L.F. L.F. L.F. L. F. L.F. L.F. L.F. FT '-o>->-' ' wen [D t-o 0 <( UJ UJ D-3 43 42 12 48" R.C.P. CLASS I I I 1 44. 5' LT. 301+45.50 TO 134' LT. 301 +85 D-3 43 a .Jz ::.: a ::::, C, ' U-u b 1 . 60 35 CONCRETE COLLAR -DETAIL 3. SHT. D-25 1 34' LT. 301+85 b .J Cf) UJ <( UJ J: ' 134' LT. 301+85 TO 125' LT. 302+17 uo u C 38 12 48" R.C.P. CLASS I I I C I ' D-3 44 g 186 2.5 24" R.C.P. CLASS I I I 51 . 75' RT. 306+03 TO 51 . 75' RT. 307+87 D-3 44 g ~ -h 4.61 1 . 40 64 CLEANOUT PER DETAIL 5, SHT. D-25 51 . 75. RT. 307+88.59 h :z TO 1 1 I . 56' 310+62 ' -i 280 5.5 24" R.C.P. CLASS I I I ... 51 . 75' RT. 307+90 RT. i -_J -x----I UJ j 4.66 2.80 245 OS INLET AND GUTTER DEPRESSION (2 "1 1 1 1 . 56' RT. 31 0+61 . 90 j (!) :z ·< ' '' - --0 -.-~ I-' ·. -_) a:: SPL-1 45 a 30 12" C. S. P. \ 16 GAGE l 365' RT. 299+70 ( PL-1 45 a ~ UJ -' m _J <C / ' . ' ' ' . - ' z:: SPL-1 47 3.5 6.78 147 396 OL-21 INLET AND GUTTER DEPRESSION (2") 1 61 ' RT. 301+42 ,PL - 1 47 a 0 a -I-b 33 18" C . S . P . ( 16 GAGE l 1 61 ' RT. 301 + 42 TO 160' RT. 301 + 75 b ~ I-.25 15 CONCRETE COLLAR -DETAIL 3, SHT. D-25 160' RT. 30 I +75 C C: C X 0 12.. d 67 5 18" C . S . P . ( 16 GAGE l 160' RT. 301+75 TO 155" RT. 302+45 d u.> :2l: e .77 12 SLOPE ANCHOR -DETAIL ~ 4. SHT. D-23 159' RT. 301 +89 e m: I-e .77 12 SLOPE ANCHOR -DETAIL 4. SHT. D-23 158' RT. 302+03 e I.!.. e . 77 12 'SLOPE ANCHOR -DETAIL 4 . SHT. D-23 157' RT. 302+17 e 0 I-e . 77 12 X SLOPE ANCHOR -DETAIL 4 . SHT. D-23 156' RT. 302+31 e CONCRETE COLLAR -DETAIL 3, SHT. D-25 155' RT. 302+45 f LI.I f .25 15 a: C. S. P . ( 16 GAGE l 155' RT. 302+45 TO 1 51 • RT. 302+77 g I-g 32 5 18" cc ~ h 0.91 50 , HEAD\JALL STD. D-89 1 51 ' RT. 302+77 h 12.. LI.I Cl i ' ' 1 1 ROCK SLOPE PROTECTION 1 51 ' RT. 302+77 i • j 8 2 18" R.C.P. CLASS I I I 147' RT. 301 +29 TO 142'RT 301 +23 j ~ k 3.5 6.78 147 396 OL-21 INLET AND GUTTER DEPRESSION [2") 142' RT. 301 +23 k -z:: m: 0 - L!.. I -...I SHT. TOTAL 23.85 521 1037 1 1 132 8 466 80 Cl( >, C,) GRAND TOTAL 314.04 8083 1893~ \ 8 15 1956 30 11'2. 590 36 3143 652 70 162 X L!.. ' ,0 a I.!.! I I-----[Q)~£~~&@~ @OJJ&~u~u~~~ ~ I-(I) r-11:) . -i , [Q)□ ~~ ' ~ '-__ ,- ' . FOR REDUCED PLANS 0 1 2 3 ' I FORM DC-OE-00-PF (REV. 1/00) ,._ ORIGINAL SCALE IS IN IN.CHES I ' I ' I ' I cu 12208 EA OE0251 J )( 0 >-~ CD > 0 W w a: CJ) w > <(1-W. )( a: 0 w ~ 0 )(---- & Cl -I-<:t I-a: )( Cl 1:1.. (I) a:: <:t cc: I- LL. C I-z LU a: I-cc: c:c 1:1.. w Cl c:c -z cc: Cl LL. -.... <:t c:.:i )( LL. = w I-<:t I-(I) ,c -' • -, • .J .... z .... ...J UJ (!) z < 0 I- C:: UJ' CD\ .. ...J < ~ I ~· i \ ( B PLAN -ANGLE SHALL NOT EXCEED . 45" WHEN SIDE FLOW EXCEEDS 10% OF MAIN LINE FLOW STATION LINE 30" DIA. MAX. 1 o" i ♦ I L 3'-d' 1 '-6" '' STEEL STEPS ' . r-~· .. l-,:h,-4:tr-4" X4" MORTAR FILLET r----sEE NOTE "If T L-:,:-1--+-5"-' l,o;-;:-• ALL STEEL REINFORCEMENT 1 /2" DIA. 4'' 0.C. RAD.=I.D. OF SPUR+/-~l~il--2--j---tr_~ TATION f STA. SECTION B-B - I (SHAFT NOT_ SHOWN) ' ' NOTE "P:.' TWO (2) INCH DEEP SEAT TO CORRESPOND TO MANHOLE SHAFT, GROUT BETWEEN SHAFT AND SEAL STREET GRADE W· J MANHOLE FRAME AND COVER CONCRETE RING~~ :· -. • • MINIMUM 2'-10 1/2'' WITH PAVED STREETS AND REDUCER --i 'O" ~,..,.--MINIMUM 3'-6" WITH UNPAVED STREETS MAX. 30". DIAMETER SIDE INLET .I T ROUND· EDGES OF INLETS I -hi-· 3 •-5'' lrl- • • SECTION A-A NOTE USE JUNCTION STRUCTURE TYPE • I FOR OUTLET PIPE DIAMETERS OF 42" OR LESS, AND INLET QIAMETERS OF 30" OR LESS. * MANHOLE SHAFT SHALL BE 4'-0". !(NO JUNCTION STRUCTURE BOTTOM WIDTH SHALL BE INCREASED TO 4'-0" MINIMUM WHEN M>15'. I . ,' ~4 BAR'S @4"' 0. C. , 0 ~ L 1160TH WAY6 91 • . D _i. L ..J UJ.l. , ' OE:TAIL. R w.-r.s. J_ ..J I-t DETAIL N , ft • • • I I ,' ~ 0 'J: Ge.cr10,-J D-D . ALL STEEL REINFORCEMENT #4 AT 4" O.C. STREET GRADE CONCRETE RINGS 4"X4" MORTAR FILL_ (OMIT IN PAVED STREETS) 1 '-4" FOR PAVED STREETS -r- 2'-3" FOR UNPAVED STREETR_ SEE NOTE "f:>!.' (ABOVE) -' 'b ROUND EDGES . _ __,_,., '-:::::::::2:___:1--..1.. -hi. 3 •-5" ir~ ~ SECTION C-C .:. MAX. FOR PAVED STREETS 11" FOR UNPAVED STREETS 16". (SEE NOTE 4) (SHAFT NOT SHOWN) I SEE NOTE 3 .~1-·_J_U_N_CT_· I_O_N_S_T_R_U_C_TU_R_E_TY:._PE__;,-_I_ \_'._,) -N.T.S. 1. HEIGHT ·H: 2.LENGTH L: 3. SHAFT: 4.DEPTH M: 5. T: i 6.STEPS: 7. REINFORCING GENERAL NOTES (IN SEC. A-A AND SEC. B-B) SHALL BE NOT LESS THAN 4'-0" BUT MAY BE INCREASED AT OPTION OF "ENGJNEER PROVIDED THAT THE VALUE OF M SHALL BE NOT LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SEC. C-C) SEE NOTE #4. .• • -• ..... '\ SHALL BE 4' FOR INLETS OF 20" OR LESS AND 5' FOR INLETS GREATER THAN 20" UNLESS OTHERWISE SHOWN 0~ IMPROVEMENT PLANS (MAY BE INCREASED A MAX. OF (1) ONE FOOT AT EACH END AND TO MEET PIPE ENDS). CONTINUE #4 AT 4". O.C. . i DIST. COUNTY ROUTE 12 Ora REGISTERED CIVIL ENGINEER SHALL BE CONSTRUCTED AS PER SEC. C-C AND DETAIL N WHEN · DEPTH M FROM STREET THE KEITH COMPANIES GRADE TO TOP OF BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" F.OR UNPAVED 2995 REDHILL AVENUE POST MILES SHEET· TOTAL TOTAL PROJECT. NO. SHEETS 12-4/ 14-8· 58 144 STREET ' 1• COST A MESA, CA. 92626 MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER. VALUES OF M WOULD REDUCE .H ----~=..;.:._;.;.;;....;;.;;;.;;.;;;~------_.;..------'I (IN SEC. c-c) TO 3'-6" OR LESS 1 SHALL BE 8" FOR VALUES OF H UP 'fO AND INCLUDING 8'. T SHALL BE 1 O" FOR VALUES OF H . OVER 8'. I ~• SHALL·BE .CONSTRUCTED PER STANDARD RLAN D72 .. SHALL BE PLACED 1 '-0' ON CENTER. THE LOWEST STEP AT THE SIDE OF MANHOLE FLOOR. , UNLESS OTHERWISE SHOWN, STEPS SHALL NOT BE MORE THAN I' -4" ABOVE THE LEDGE. ,·· STEEL: SHALL BE #4 BARS, DEFORMED, STRAIGHT BARS 1 1 /2" CLEAR FROM FACE OF CONCRETE. ) MIN. 8-1/2" 15" 8. STATIONS: OF MANH0LES SHOWN ON IMPROVEMENT PLANS APPLY AT CENTER LINE OF SHAFT: UNLESS NOTED OTHERWISE. j 9. FLOOR: OF MANHOLE SHALL BE STEEL-TROWELED TO SPRINGLINE. 1 0. RINGS, REDUCER and PIPE: • FOR ACCESS SHAFT SHALL INSIDE SHAFT. BE SEATED IN 1 :2 MORTER AND NEATLY PAINTED OR WIPED I 11. LEDGE: 12. • MANHOLE FRAME AND COVER: 13 .• BODY: 14. SHALL BE SLOPED AT 2" PER FOOT. ' SHALL BE PER STANDARD PLAN B7-I I DETAIL U45. OF MANHOLE SHALL BE CONSTRUC1ED IN ONE CONTINOUS OPERATION EXCEPT THAT , CONTRACTOR SHALL HAVE THE OPTION OF PLACING A CONSTRUCTION JOINT WITH LONGITUDINAL , KEYWAY AT THE SPRINGLINE . IF MANHOLE EXCESS SHAFT IS NOT REQUIRED PER PLAN, REINFORCEMENT SHALL FOLLOW THAT IN DETAIL R. , USE JUNCTION STRUCTURE TYPE I FOR OUTLET PIPE DIAMETERS OF 42" OR LESS, AND INLET DIAMETERS OF 30" OR LESS. ·, i I 0 1 2 SURFACE OVER PIPE 8" TRENCH WIDTH 8" 3 4-#4 BARS (TYP.) OPTIONAL. CONSTRUCTION JOINT 3" CLR. CONSTRUCTION OF ANCHOR FOR TRENCH W/ SLOPING SIDE WALLS . Q CONCRETE PIPE SLOPE ANCHOR __ \_V N.T.S. N.T.S. = NOT TO SCALE r SURFACE OVER PIPE ANCHORS NOTES: 1. PIPE ANCHORS REQUIRED ON ALL SLOPES OF 3:1 OR STEEPER. 2. ALL REINFORCING STEEL SHALL . BE # 4 Bt\RS. PIPE X ·sLODC" DISTANCE I·' 12·· 11/2:1 14'" 2:1 16" 2 1/2:1 18"' . 3:1 20'" _J r I . ' t i . ' ! ! FORM oc-o'E-90-PF (REV. 1/86) 811 39444 f::OR.-REDUCED PLANS ORIGINAL SCALE IS IN INCHES I • cu 12208 • EA OE0251 ' ' ' r i I . -: ,• ' ,I • • ,,;_ •-••·~,h _.. ,:., •----~ .• -:~:;,:;.,..:.a_:_, ~~ X X x---- ~ X X 0 ill >-Cl) co > 0 w w a: Cl) w > I-w <( a: 0 w I-<( 0 " o>->-wCD CD 1-o 0 <Cw w __J z ::<'. ::J CJ (.) (.) -__J Cl) w <CW I (.)O (.) -z -_J w ~ z < 0 I- 0::: w (D _J < z 0 -I-< I- i::i:: 0 a.. Cl) z < a: I- LL. 0 I-z w ~ I-a: < a.. w Cl < -z a: 0 LL -...J < (.) LL 0 w I I-< I- Cl) ~ D BARS @ 3" O.C. TIE BARS----... A D BARS @ 3'" O,C, STREEl GRADE 3J o" MAX. CONCRETE RINGS y AND REDUCER SEE NOTE 13 STEEL STEPS -- ------<>tT ANGLE SHALL NOT EXCEED 45" WHEN SIDE FLOW EXCEEDS 10% OF MAIN LINE FLOW. p L TIE BARSy p E BARS I- ' I D 9 6" OR LESS PLAN OVER 96" (SHAFT NOT SHOWN) MANHOLE FRAME AND COVER MINIMUM 2'-10 1/2" WITH PAVED STREETS ,,,,,---MINIMUM 3'-6" WITH UNPAVED STREETS ;::i,; (SEE NOTE 3) MAX 30" DIAMETER SIDE INLE OMIT THIS STEP ,------. IN PAVED STREETS H BAR----.. p p 4" X 4" MORTAR FILLET .,,--SEE NOTE 13 ~ I-n- SECTION B-B L:(MIN) P(MIN) 5'-6" 5'" 6'-0" 6" I""" ·--1 • -o"----c .. --iJ #4 H BARS 3'-0" LONG (SEE NOTE 14) STREET GRADE CONCRETE RINGS ~-H BAR.---------+-M~A~X+-M~IN-1 -~-----,.-----FOR PAVED STREETS 11 8 ½ FOR UNPAVED STREETS 16 15 - jP t D BARS I @ 3" o.c. I p ~ T T I T -~, I I ' > ' ' / ~ .-~---- I I __, T T D2 PLAN N.T.S. T7 ROUND EDGES TO 3" RADIUS ' I I I " I I I _,, T 1/ 1/ V/ ' /, V F @ - BARS 3" 0 C . . D BARS T J.S. TYPE II -NO MANHOLE SHAFT N.T.S. TABLE OF D2 42" 45" 48" 51" 54" 57' 60" 63'' 66" 69" 7'i' DIAM.~ 36" VALUES FOR T T 8" s" pf' 8 1 /2" DIST COUNTY ROUTE 12 Ora REGISTERED CIVIL ENGINEER POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12-4/ 14-8. 59· 144 ~\\Of[SSJO,i,,4/ ILLIA -, _? I -"'' ,.1 fi HHEELER L -' -· "' No. 41 24J g" 9 1/4" PLANS APPROVAL DATE --------------1.11< Exp. 3-31-9? >ti,,_-, ASSESSMENT DISTRICT BB-I 9 1/2" 1 o" 10 1 /4" 10 1/4'' 1 r· ORANGE COUNTY ENVIRONMENT AL ~1r "'::c_,v_iL--:;~-,.,'¼ MANAGEMENT AGENCY ~1~ 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES ·2995 REDHILL AVENUE COSTA MESA, CA. 92626 STEEL TABLE FOR JUNCTION STRUCTURE -TYPE II NO MANHOLE SHAFT D BARS F BARS MINIMUM LENGTH MINIMUM SIZE LENGTH NO. REQ'D SIZE NO. REQ'D 20 #5 4' -O" 16 #5 5' -O" STEEL TABLE FOR JUNCTION STRUCTURE -TYPE II • D BARS E BARS MINIMUM MINIMUM DIAM D2 NO. REQ'D SIZE LENGTH NO. REQ'D SIZE LENGTH 42" # 6 f/5 4'-fi" 4 ()4 3'-'i' 45" (I. 6 4'-1o" 4 • 3•_5• " 48" 6 H 5·-1· 4 • 3'-7' 51" 6 " s·-s· 6 • 4'-9" 54" 6 " 5'-9" 6 a s·-1- 57' 6 6'-1" 6 a 5'-6" N -· 6°-4· 6 5'-1 ,. 60" 6 " • 3" RAD. VARLABLE # 4 l\i! 6" o.c. B 4" MIN COVER I r-4 I T SECTION A - A T A REINFORCED FLOOR •FOR PIPES GREATER THAN 60' DIAMETER #4 @12" O.C. BOTH WAYS DETAIL M T 2 JUNCTION STRUCTURE TYPE II CONC ETE COLLAR--~ #4 DOWELS@ ~.--12" O.C. (TYP.) I DRILL 8 GROUT #4 DOWELS 9" DEEP 24.. • 1@ 12" O.C. (TYP.J COVER --- ''-? ¥.,-<C.....:..."--<.....L..,.'-"'-..c.....,;_--"4...-' ------_ _, 48" RCP • • • # 4 ~ 6" o.c. (TYPJ 5, 4' X . CONC.ARCH (EXISTING) SECTION A-A © 48" RCP TO 5·~4· CONC. ARCH TRANSITION DETAIL N.T,S. D BARS SHALL BE PLACED 3'' 0.C. E BARS SHALL BE PLACED 4" O.C. TIE BARS SHALL BE SPACED 18" O.C. OR CLOSER. WHEN L IS GREATER THAN 5'-6" SPECIFIED ON IMPROVEMENT PLAN, CONTINUE D BARS AT 3 O.C. AND INCREASE F BARS AS REQUIRED LENGTHS SHOWN IN TABLE ARE FOR LONGEST BARS. WHERE SHORTER BARS· ARE REQUIRED, BEND OR CUT TO MEET FIELD REQUIREMENTS. -r-Tl I-~--+-! ~t'------,-----.-1 .,--1 I I 5' X 4' 11 I I I CONC.ARCH I (EXISTING) • I I I 1 . I I u__ _JJ I I ~ _j~ ----- - ' ' • • • • ' • / 48" R,CP. --= '-, ~ ~ SECTION B-8 0 1 2 3 ' 1. CENTER: OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF STORM DRAIN WHEN DIAMETER D1 IS 48" OR LESS IN WHICH CASE PLACE E BAR SYMMETRICALLY AROUND SHAFT AT 45· WITH CENTER LINE. 2. LENGTH: L MAY BE INCREASED ONE (1) FOOT MAX. AT EACH END TO MEET PIPE ENDS. CONTINUE D BARS AT 3" O.C. 3. DETAIL M: WHEN DEPTH OF MANHOLE FROM STREET GRADE TO TOP OF BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR • 3'-6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT AS PER DETAIL M. WHEN DIAMETER D IS 48" OR LESS, CENTER OF SHAFT SHALL BE LOCATED AS PER NOTE 2. 4. THICKNESS OF DECK: SHALL VARY WHEN NECESSARY TO PROVIDE LEVEL PIPE SEAT, BUT SHALL NOT BE LESS THAN TABULAR VALUES FOR T, AS SHOWN IN ABOVE TABLE. 5. REINFORCING STEEL:· SHALL BE ROUND, DEFORMED BARS, 1 1 /2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN, SIZES AND LENGTHS ARE SHOWN IN ABOVE TABLE. 6. STEPS: SHALL BE CONSTRUCTED PER STANDARD PLAN D72. UNLESS OTHERWISE SHOWN, STEPS SHALL BE PLACED l'-0" ON CENTER. THE LOWEST STEP SHALL NOT BE MORE THAN l'-4" ABOVE THE LEDGE. AT THE SIDE OF MANHOLE FLOOR. 7. RINGS, REDUCER, AND PIPE: FOR ACCESS SHAFT SHALL BE SEATED IN 1 :2 MORTA~ AND NEATLY PAINTED OR WIPED INSIDE THE SHAFT. 8. STATIONS: OF MANHOLE SHOWN ON IMPROVEMENT PLAN APPLY AT CENTER OF SHAFT UNLESS NOTED OTHERWISE. 9. FLOOR: OF MANHOLE SHALL BE STEEL-TROWELED TO SPRINGING LINE. 10. BODY: OF MANHOLE SHALL BE CD NS TR UC.TE □ IN ONE CONTINUOUS OPERATION,. EXCEPT THAT CONTRACTOR SHALL HAVE THE OPTION OF PLACING A CONSTRUCTION JOINT WITH LONGITUDINAL KCTWAY AT THE SPRINGING LINE. 11 . MANHOLE FRAME AND COVER: SHALL BE PER STANDARD PLAN 87-11 DETAIL U45. 12. FOR PIPE SIZES NOT SHOWN, USE TABLED VALUES FOR NEXT LARGER PIPE. 13. TWO (2) INCH DEEP SEAT TO CORRESPOND TO MANOLE SHAFT. GROUT BETWEEN SHAFT AND SEAL. 14. MANHOLE SHAFT SHALL BE 4'-0"' AND JUNCTION STRUCTURE BOTTOM WIDTH SHALL BE INCREASED TO 4'-0" MINIMUM WHEN M>IS. FORM DC-OE-90-PF (REV. 1/86) Ell' j\i,444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208 EA OE025I )( )( )(---- )( □ IJ.J >-Cf) aJ > □ IJ.J IJ.J a: Cf) IJ.J > I-. IJ.J <( a: □ IJ.J i I-<( □ "-. □ >- > -1.J.J aJ • aJ t-o □ :5 IJ.J IJ.J ::J z ::.:: (.) (.'J (.) ...J Cf) IJ.J <C LJ.J I (.) □ (.) ::.:: 0 -1-c:::c 1-C'C 0 Q. en ::.:: c:::c cc: I- I.!.. 0 1-:;z w a: I- CC: c:t Q. w Cl .:=: ' .... z .... ...J IJJ (!) :z < 0 t-a:: IJJ CD ...J < I ) 4 @ 12" . l"(TYPJ ' ·-. I ·---~ .• r---i---t----:------ -L 90' .____ #4 @ 12" PLAN s INTERIOR SURFACE--- • OF PIPE PIPE . t-=:i...1---ANNUU\R EXTREMITIES· SPACE DETAIL A CUT NO. 1: Saw the tube at an angle of "/\' /2 with the traverse plane. Reverse one section and tape both sections together, forming the deflection lYPICAL JOINT FOR REINFORCED CONCRETE PIPE angle "P:,'. · • CUT No 2: Saw the tube longitudinally removing a • strip 3.14(0 -D )inches wide on the side opposite the open joint. Bend the ends of the cut I together and insert the tube in the pipe. ff MIN M CUT NO. 2 LINE -CUT NO. 1 "A''/2 0 CUT NO. 2 LINE DETAIL B IINTERIOR FORM) TABLE . D2 L T PERMITTED~ (INCHES) (INCHES) (INCHES) DEFLECTION 4 12 12 4. 2· 14' ' 15 12 4 1'55' ... 18 12 5 1'40' . 21 12 5 i"29' 24 12 6 1·20· 27 12 7 1 • 1 3' 30 12 7 . 1'07' 33 18 8 1·01··. 36 18 9 1 ·o 1' 39 18 9 1·09• 42 18 9 1·05• 45 18 10 1·01 • 48 18 10 0°58'. 51 18 10 0·55• 54 18 10 . 0'52' 57 18 10 0'49' 60 21 11 0·45• 66 21 11 0'43' " NO NEED FOR COLLAR FOR LESSER . DEFLECTIONS . ,r ' DIST. COUNTY ROUTE ROST MILES SHEET TOTAL 41'A 2' -10" ·1 r TO.TAL P,ROJECT. NO. SHEETS . l '• ~ "V" ' 24" 24" • 4•1 /2" RCP RCP _L -•· B" / I· •I A 5' -O" 6' SECTION A-A • © .. r--·· ________ C_L_E..;...A~N-=0::-;:::UT:--._D_E_TA_I_L_ N. T. S. .. • • ' • . •• ' , I ) 6' TYPE " 18-9" GRATE AND FRAME PER CALTRANS STD. D77-A # 4 @ 12"0.C. BOTHWAYS _FOR "V" GREATER THAN +·-o·i \,,,, . .,, 1·5 /8"x3·5 /8" KEYS 12 Oro • REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY .ENVIRONMENT AL MANAGEMENT. AGENCY • 400 CIVIC I CENTER-·DRIVE WEST SANT A ANA CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA,CA. 92626 1. A CONCRETE COLLAR IS REQUIRED WHENEVER D1 IS UNEQUAL TO D2 OR THE PERMITTED DEFLECTION AT A PIPE· JOINT IS EXCEEDED; THAT IS, WHEN ANGLE "/\' IS GREATER THAN· THE PERMITTED DEFLECTION AN.GLE. (SEE TABLE). 0 . \ 2. CONCRETE COLLARS SHALL NOT BE CONSTRUCTED ON MAIN LINE STORM DRAINS UNLESS SHOWN ON THE PLANS OR ORDERED BY THE ENGINEER. \ 3. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 21 INCHES AND ON ALL PIPES WHERE THE PULL . • BETWEEN THE EXTREMITIES . (SEE DETAIL A) IS 2 1\2 INCHES OR LARGER. _ 4. CIRCULAR TIES: PIPE DIAMETER SPACE BETWEEN NO. OF· PIPE EXTREMITIES CIRCULAR TIES 21" OR LESS. 2½ 3· 24" TO 30" 2½ OR LESS I 3 ' 33" TO 51' 2½ OR LESS 4 60" TO 66" 21/? OR LESS 5 '' ,, '' WHERE THE SPACE BETWEEN THE PIPE EXTREMITIES EXCEEDS 2 1\2 INCHES, THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN A MAXIMUM SPACING OF 6 INCHES CENTER TO CENTER. CIRCULAR TIES SHALL HAVE A DIAMETER 5 INCHES GREATER THAN THE OUTSIDE DIAMETER 0F-THE LARGER PIPE. 5. FOR PIPE LARGER. THAN 66 INCHES IN DIAMETER A SPECIAL COLLAR DETAIL SHALL BE DELINEATED ON THE PROJECT PLANS. 6. WHERE THE PIPE IS 21 'INCHES OR LESS IN DIAMETER, AN INTERIOR FORM OF UNSEALED SONO-TUBE, OR EQUAL (SEE DETAIL 13), SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT: THE PAPER FORM MAY BE LEFT IN PLACE.. WHEN THE PIPE IS 24 INCHES OR LARGER A REMOVEABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTER AND NEATLY PAINTED. OfESS/0 LLI EEL . • 41243 3-3l-95, xp. ___ . CIVIL OF C~I.I \ 7. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLER, L SHALL BE THAT OF THE LARGER PIPE AND THE EXTERNAL DIAMETERS OF THE COLLAR SHALL BE EQUAL TO THE OUTSIDE DIAMETERS OF LARGER PIPE PLUS 2T FOR THE LARGER PIPE. A CONCRETE COLLAR SHALL NOT BE CONSTRUCTED CONNECTING A LARGER DIAMETER PIPE UPSTREAM TO A SMALLAR DIAMETER PIPE DOWNSTREAM UNLESS SHOWN ON THE IMPROVEMENT PLANS OR ORDERED BY THE ENGINEER. • • 8. THE VALUE FOR .~NGLE "/\' SHALL BE SHOWN ON THE IMPROVEMENT PLANS . 9. WHERE THE SLOPE OF THE UPSTREAM PIPE IS GREATER THAN THE SLOPE OF THE DOWNSTREAM PIPE, JOIN SOFFITS. WHERE THE St.OPE OF THE UPSTREAM PIPE IS LESS THAN THE SLOPE OF THE DOWNSTREAM PIPE, JOIN INVERTS .. ' 10. BEVELED PIPE MAY BE USED IN LIEU OF A CONCRETE COLLAR IF APPROVED BY THE ENGINEER. . 11. FOR PIPE SIZE NOT LISTED IN THE TABLE, USE VALUES OF L, T, & "P:,' FOR THE NEXT LARGER SIZE LISTED. ' / :;z cc: C LI. {\5 -...I @ REINFO~~;? . CONCRETE COLLAR c:c ~ I.!. 0 l.lJ I I-c:t ~-en ~ 1"' ' ~ \'~• _FORM OC-OE-90-PF"(REV. 1/86) &;39444 FOR REDUCED PLANS ORIGINAL SCALE IS ·1111 INCHES ' - 0 1 2 3 cu 12208 .. "· I. EA OE0251 / \ . 1 X X \ ' \ / I f----+----i >-CIJ 0 UJ (/) [;j a: UJ ~ 0 '-o>-UJ aJ 1-o <t UJ __J z ::i C} 0-__J (/) <t UJ 00 0 UJ (/) > UJ a: UJ ~ 0 >-aJ 0 UJ :,.:: 0 UJ I 0 . 1 ' #4 BARS @ 6" o.c. I '\ , #4 DOWELS@ 12" 0.C. (TYP.l /DRILL 8, GROUT #4 -9" DEEP @ 12" 0.C. I , . 24" u ------g---r------._ I c:::==c-f-...__-""-'"- -- - -.:_~-t:s:s:=~::s:::s:;;=~ EXIST. 4' X 3' ARCH ------.---1 LJ \I, ','-->-PROPOSED V 48" R.C.P. , I \l_#4BARS @ 6" o.c. SECTION A-A A I #4 HOOP@ RISER SAFETY CAGE \. I '--DRAINAGE INLET I 7 - 18" , A'' 'R r. P A" cn1 I ~R THICKNFSS RISER DIST COUNTY ROUTE POST MILES SHEET-TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I ' 12.4/ 14.8 61 144 ~1',0f[SSi04-,1, ~ ~ WIWAM ~ bi ~ § WHEELER ~ · ·_7_-_'2._l -,,.,,9,.,,-c-7...-____ ""="" ____ c_ll"' No 41243 "' REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ~A_S_S_E_S_S_M-EN_T_· -D-IS_T_R-IC_T_8_8 ___ 1 ___ ,{< Exp. 3-3l-95 * - ORANGE COUNTY ENVIRONMENTAL J'<?;-t CIVIL ~,._~,,._ RISER DIA. T 4" MAX. CENTERS MANAGEMENT AGENCY -or c~\.I\ 400 CIViC CENTER DRIVE WEST SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 #3 BARS THROUGHOUT . ~ WITH WELDED JOINTS LUG STOP~ I ~12" ~l 3" ~ RISER SAFETY CAGE #4 HOOP@ 6" o.c. 18" 8' R.C.P. -l" rf'\1 I /\.R THl/".KNFSS KiSt:.K ., • I I ---~r--. ---i--TI I- EXISTING 4' -3' I 6" o.c.------;-;;_l=<:::::::;;:::=l~:-...'=18" • #4 C @ 6 " :!:----------'/ lJ~ ~CUT 8 BEND UP ALL PIPE I/. V ,\\ REINFORCEMENT 10" MIN. #4 @ 12" :!: __..,-\\ ~ I #4 @ 12" :!: -1--: #4 C @ 6":t----- J" ~r-- 1 1 :--------.._ CUT 8, BEND UP ALL PIPE ~ . ) REINFORCEMENT 10" MIN. x----I- ' :r: l!) iii a: w :::';:,_, > 0 \,,.-z l!) (/) w Cl :;,.: C) -I-dt I-= X C) a.. (I) :;,.: dt cc I- LL Cl I-2 L!J a I-cc dt a.. L!J Cl • dt -:;,.: C!C Cl LL -...J dt (.) X LL C) L!J I-dt I-(I) ;-' t, I "· -' z ...J w (!) z <t 0 I-0: w ID ...J <t \ .• I I ' . i ~CJ I ,~ CONG.ARCH LJ---j--t-,q-J_ __ __._l -.:r-+--t __l_1 > • • • • ' . ' ' -, ' ~ PROPOSED ~p 48" R.C:P. c::__.._ SECTION B-B 4' x 3' CONCRETE ARCH TO 48" R.C.P.I TRANSITION DETAIL FORM OC-OE-90-PF (REV. 1/86) 86J9-444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' SECTION A-A . /I I I I I I' --6" MIN. I . I Lt)\ I_J ,~. I I I I I / I I , ___ _ ' PLAN RISER DIAMETER IS LESS THAN MAINLINE DIAMETER ~=-_;,? I 8" SECTION B-B PLAN I' -6" MIN, I RISER DIAMETER EQUALS MAINLINE DIAMETER ."' @R.C.P. RISER INLET CONN~CTION DETAIL N.T.S . ( [Q)~ffi\~~b\@~ [Q)~uffi\~[L~ 1 I ' 2, I . 3 I cu 12208 . ' • [Q)=~®f EA 0E0251 ' ! ~.1, ~/' • ' I ( \ i f ' .. L ·,, . 1. , .. X X X X >-co 0 LU. CJ) > LU 0: LU ~ 0 0 LU CJ) GJ 0: LU ~ 0 "'>-@ co in ... I-0 ci'. <t: LU LU _J z ~ ::> (!) 0 0 -LU _J CJ) <t: LU I 00 0 ,. ;::;:: Cl i= ·c:t .• l-a: Cl CL c,:, ::;..: c:t cc: I- LL Cl I-::;..: LY a: l-a: c:t CL LY Cl -z -_,J IJJ (!) Z. < 0 .... 0:: IJJ cc ..J < ( □ 0 + <;;I"' <;;I"' i- N :::C (!) I -< c::: i- Cf.l WJ . > L!J □ Z.t c::l -< .....J WJ :::c WJ u Cf.) I-< :r: \':!' U'T\LITY 'cP.SEMEhlT-liXIST. - PAd1 BELL SEHER M.H. ADJ. TD GRADE EXIST. HATER - SEWER M-H- ADJ. TD GRADE X GOLF COURSE MAINT-ENTRANCE • :iJ:- 11 ·. DIST. COUNTY 'ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS . 12 Oro 12-4114-B· 62 144 ~I\OfESS/o,v,i. S) ;,;..---..;;;_-. ' .<Y ;JILLIA ~ ~ ~ § WHEELER ~ 0 REGISTERED CIVIL ENGINEER _7_-_2.._{_-..,..9,,..,,....:2...,,..,...,.,.,..-,,--c-==-------I "" No. _112 4 3 "' _P_L_A_Ns_A_PP_R_o_v_A_L _D_AT_E...,:.,.... ____ ""1-i< 3-3 J:-95 * - Exp. "'--"'-'--"c..= u', CIVIL ''° '4/',--------~' < OF C~\.,,<:\~ O ASSESSMENT DISTRICT 88-1 'o t;: ORANGE COUNTY ENVIRONMENT AL + WJ MANAGEMENT AGENCY <;;I"' .....J 400 CIVIC CENTER DRIVE WEST <;;I"' SANT A ANA, CA 92702-4048 N :Zs: THE KEITH COMPANIES □ 2995 REDHILL AVENUE --E-PRDP-• .....J COSTA MESA, CA 92626. <w------------- 231+91 -40 BEGIN CONSTRUCTIONS BEGIN WORK , . S.C. GAS..,...J GUARD POST X . . -15' UTILITY ESM'T ,._ .. _ SEHER M. H. R/W _ S. C. E. ADJ. TO GRADE -EXIST. HATER SEHER M.H. ADJ. TD GRADE I_ . -EXIST. 'SEWER •• TELl:PHDNE VAULT- NOTE• i-c::i Cf.) i- WJ WJ ZL!J -:::c .....J Cf.) :::c WJ UWJ i-Cf.) < :r: l • PROPOSED UTILITY LOCATIONS ARE SHOWN HEREON FOR INFORMATION ONLY. TIMING OF CONSTRUCTION OF UTILITIES MAY VARY. PLEASE CHECK CURRENT SCHEDULE 2, EXISTING UTILITIES ARE SHOWN AS DASHED LINES. •. 3. PROPOSED UTILITIES ARE SHOWN AS SOLID LINES • / 4. GAS UNE WILL BE RELOCATED DURING THE PROGRESS OF THE CONTRACT. (BY OTHERS) POT HOL,,E INFORMATION INDICATES THAT EXIST. GAS LINE LIES APPROXIMATELY 4' BELOW FINISHED SURFACE I --.. -PROP. =~='-l====-====-===-===-====-==F-===-====~==-=~==~='-====-==='=~=r-t.fC~=-=ilr====--===~=====-=1===-===l'-"'===-==~==-==-==~=~===,,=-====-==~E--'-2.C~=~='--===-===-===-===J,=-===-====-"=;=;=--9 •-----+----------------------------w------____ _,_ ________ -1-.. ----+----'-----'---------w--'T"'""---'l,.._ _______ ........ __________ ~~~:::::::::_--_::.::.::.::.::.::.::.~~--------\-1- ,0 .0 + f',... ---------,11._ --------.. _______ ------- c •• • • •• -.~ -• • : • • .PA;~l~~L~--------~clc .-~QUT E ~ = = = = =N 4:.::.:~;!~ ~{~;: = = = = = = ~ • ~. ~ ~ = ~ J ------~> __ ,~\~~~-~;!;; ~-,0~-.~; \:,~~~;::T~ctr- , ...... , --• •--• • " --_, ~-7.cc,,, ••• ,-,,,~-• •-~--~-•~-•---~=•~•----• •• --•-=•••c•••·s>~~.,c .. ,., .. ~-••-•-~••~~,-,,,,.._,..,.. ••• ~~-••• ·, J.~ · • .. ....,.,.-.. ~•••--·· v --"-~ -••~~•------~-~•--•-•~,, .. ,,,,.-... ~----~•-••-•-• •~ •~•"•·••-•-••"'j•~<e•=• -~ -~=-• -•-_, ., ----•=~-•=•--=~-....,..-~ •-•,,-.-~ ~ •--,-----•---~-~-~-~~-~---····• ~ ------~c 244 24c; ~L-2L7 ?L" ~LC 2',: 2'' 2--?• •' 2'.::, • 2'1. • 2··-2---257 V L.o ,!, L..•d LTu Jv _.Ji :_),.__ J-..J :)~ \\ :).) JO I . . . -------- ---:----- ---. G·G - - - --.-_..:.. - - - - - - -----_' - - -I"')-~~-_._·_ -G--------;\----- - - ----- --- - - -----------------. --------,----'----------+-. ------G ·---.,, --~ • --·====I PROP •. GAS- EXIST.- GAS , i -, / X ' ,. b .-·. R/H- ·~EXIST. T. P. tJ 802938H .· THIS PLAN ACCURATE FOR UTILITIES ONLY , . s.c. GAS_j GUARD POST Lt') N NI ::::> I <Ci- i-WJ Cf.) WJ :::c ~ .ut -w . .....J WJ ) Cf.) :::c u i-< :r: / SCALE 1ft -50' - _ • FOR REDUCED PLANS o · 1 2 3 ' ' FORM o·c-OE-90-PF (REV. 1/88) "'""' . . • ' ' -,.. ORIGINAL SCALE ·,s IN INCHES J ' . I ' I ' I ... ' .. ~ • • cu 1 2208 EA OE025I / ____ ..:..:._::.....___::.....__ ______ ....:::_:::.....__ ____________ ~..:..:.. __ ...1._ _____ ...:.._ _ _:...._c.,_...,...:.. ____________ __:·:....c.. __ __j__~..:..:.......:..::.....__.:.....:....:._.:..:...:..:....:..:....:..:.......:.:. ____ ~=:::::::====:::::::::========----..:...l..._ ____ ____;~::::·::.:.··_::...._ _________ .. •"-_· __ ;__ ______ .J.c.._ ______ ~-----'---------------'." X x' X X l---+--11' >-------+--I ' >-co 0 w Cl) > w a: w ~ 0 0 w Cl) [;j a: w I-<( 0 " >-@ co 5:i t-o o <( w w _J z :,:: ::> CJ 0 0-w _J Cl) <CW I 00 0 ~ -Cl j:: c::c l-a: C) !!I-v., ~ c::c cc I- L!. Q 1-z LU :;E •• ·I- CC c::c 1!1-LU Cl -z -_J w c.!) z < 0 l-o:: w cc .J < J 0 0 + ""'" LO-N I :::::> I <f- f-L.LJ U) lJ.J :I: L.LJ U) 2 -L.LJ ....I L.LJ U) :I: u f-< :E: SEHER M.H. A~J-TO GRAOE~ Of-- I"-:I: •. N c.!> -I a::: < f-L.LJ u:l> 0 WCD z< -....I w w. :I: U) u I-< :E: •' FORM DC-OE-90-PF (REV,· 1/86) o639444 · PROP. GAS -. X ~EXIST. \-/ATER • i -15' UTILITY EA5E:M0JT R/H- ' '' : :, :- ·,,. ' ., \ l NEWPORT COAST I DRIVE ! ENTRANCE TO CRYSTAL COVE STATE PARK X ' -EXIST. s.c.E. -EXIST. \-/ATER I.-., THIS PLAN ACCURATE FOR UTILITIES ONLY ' ·O FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' I 1 ' I ' . 2 I EXIST.- SEl·JER EXIST. WATER .---EX I ST. PAC. BELL DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora ••• 12-4/'14-8. 63 144 ,, NOTE: 1 • PROPOSED UTILITY LOCATIONS ARE SHOWN HEREON FOR INFORMATION ONLY. TIMING OF CONSTRUCTION OF UTILITIES MP,Y . VARY. PLEASE CHECK CURRENT SCHEDULE 2. EXISTING UTILITIES ARE SHOWN AS DASHED LINES. 3. PROPOSED UTILITIES ARE SHOWN AS SOLID LINES . 4. GAS LINE WILL BE RELOCATED DURING THE PROGRESS OF THE CONTRACT. (BY OTHERS) POT HOLE,; " INFORMATION INDICATES TI-\AT EXIST. GAS LINE LIES APPROXIMATELY 4' BELOW FINISHED\ SURFACE ~ SEHER M. H. . ••• • :1· ADJ. TO ~EXIST. OVERHEAD;~· GRADE PAC. BELL LINE . ~1- 0 0 + l'Y') 0--~- X I I cu ., 12208 00 l'Y') NI :::::> I <f- f-W u:iw :I: LI.JU) 2 -w ....I w :I: u f-< :E: U) ·' UTILITIES U-2 SCALE \a '= 50' ' ,· ,,.. •' EA OEO251 ·.J.'•. ' , -I • - X : ' ! • " " X x--.-- ' • , ! •• ' ' • X ' ! X --:~, . ., ',-- ., Cl >-w (J) co > Cl w w a: (J) w > ~ w a: Cl w f-<( Cl ....... >-5:l co in ~ Cl Cl ...Jw w :::) z ~ O <.9 0 ...JU) w <CW I OCl 0 & Q i= c:c I-CC Q 12. CIJ & c:c = I- L!.. Q I- & LU 2!: I-= c:c 12. LI.I Cl c:c -& cc Q I.!.. . ---' c::t c.., I.!.. 0 bY I-c::t I-CIJ -z .... ...J UJ (!) z < 0 l- o:: UJ co ...J < ~ i @ 0 0 + JV') OON NI ::::, • <1- . I-LLJ en w :c w en 2 i---◄LLJ ...J LLJ CJ') :c c..., I-< :;r: FORM DC-OE-90-PF (REV. 1/86) 8639444. • PROP. PAC. BELL LINE X EXIST---- T. P. ti 0900Y _. EXIST.----, T. P. ti GT94025 ENTRANCE TO CRYSTAL COVE HISTORICAL SITE EXIST-OVERHEAD GEN. TELE. LINE EXIST. T. P. tJ GT 1 22089 R/H PROP. SEHER (FORCE MAIN) EXIST. T. P. tJ GT 1 22093 EXIST. HATER ' I , I PROP-I s.c.9 PROP. HATER . EXIST. T. P. ti 1 22094 X ENTR,ANCE TO LOS 1TRANCOS PARKIN[ LOT H 1TER M.H.- HAT R METER \-/ATER VALVES l STAND l EXIST. WATER PIPE EXIST. T,P. # GTl22097 "--c_ r---I5' UTILITY EASEMENT • EX I ST .. -.---' T. P ~ ti D2427Y THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN· INCHES 0 1 2 3 .,;, EX I ST.-------. T. P. 11 GT 1 22099 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora ' 12-4/~14-8 • 64 144 OfESS/O LLI 7-'.2.l-"3,1... § EELER P=:-L-:-A,.,-NS::-A-:-:Pc-::P=Ro=v""'A-L-,,,D""'AT=E----~ "" No. 41 243 REGISTERED CIVIL ENGINEER • ~~~.;;..;..;.;.;;..;.;.;;;.;;;;..;.;-=...;-----4 \-1< P: -3 ~3 I:. 9 EXIST. 'YER X -¼ /?; CIVIL or c~1.1 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST . SANT A ANA, CA 92702-4048 ~ (O..J 0) :::-:: - - ·-C\J s --- - - - -- - -----o THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 <.o (\J • <.o 0 +~ I •.::, <: ,__ ,__ (J? I.J..J . I.J..J -~~ ,._ -.I I.J..J ::c I.J..J c..., (J? ,__ ~ -~-----. ~-1 Cl) I.LJ . , CD cu uJ I-/ z. _w ...J I.LJ ::c ::c ucn 1--w ,:;;:( I.LJ ~ en~ NOTE= 1 • • PROPOSED UTILITY LOCATIONS ARE SHOWN HEREON FOR INFORMATION ONLY, TIMING OF CONSTRUCTION OF UTILITIES MAY VARY, PLEASE CHECK CURRENT SCHEDULE r 2-.EXISTING UTILITIES ARE SHOHN' AS DASHED LINES. 3. PROPOSED UTILITIES ARE SHOHN- AS SOLID LINES-' . \ 4. GAS LINE WILL BE RELOCATED DURING THE PROGRESS • OF THE CONTRACT. (BY OTHERS) POT HOLE INFORMATION INDICATES THAT EXIST. GAS LINE LIES APPROXIMATELY 4' BELOW FINISHED SURFACE I ,• I . . UT I L 1 T 1 ES u·-3 SCALE 1 " =' so· ' . , 12208 EA OE0251 • , " ' • ( ) ' ' . ! . t. X X .,,.,, • X X "~. i.._..Y >-(I) 0 LU (/) > LU a: LU ~ 0 ----->-@ai ~o .J LU ::)~ 0-_J (/) <( LU 00 :;;: Q -I- c:( I-c:c Q CL c,:, & c:( cc I- LI. Q I-z I.I.I a: I-cc c:( CL LI.I Cl c:( -z cc 0 LI. ---' c:( c., LI. 0 0 LU (/) > LU a: LU ~ 0 >-(I) 0 LU ~ 0 LU I 0 -z -..J uJ (!) z < 0 I--a::: uJ cc ...J < 1 c:i l.!J I I- c:( I-c,:, ~ .. (0 (\/ ' (0 0 + co 0 /V){V) I ' ::, <::(' ,_,_ r.r, l..t.J l..t.J l..t.J . ~ :c ( ;z Cf,) '-I ....J l..t.J :c l..t.J c..) Cf,) ,_ ~ f") f") • N ~I-+ :::i:: O') (!) .... t,-,,1 f") e::: •IJ.J <> 1-0 U)CC < . lJ.J ZI- t,-,,1 LLJ .....J LLJ :::i:: :::i:: U) u I-LLJ <LLJ :EU) FORM'DC-OE-90-PF (REV. 1/86) 8639444 SEHER M. H. ~--. 15' unurr --- -EASEMEflJT - I. -._, -- I R/t-1 SEHER M.H.-----. r-EXIST. E)(I ST.- HATER T • P. ti NO NUMBER R/t-1- -EXIST. GAS ,... EXIST. T.P.tl NO NUMBER , X PROP s.c.E. PROP .. HATER 20' UT IL. ..-tr---__ r • ESMT. \ •• \ \ EXIST. OVERHEAD GEN. TELE. LINE SEHER M.H.--~ rEXIST. T • P. ti NO NUMBER • r ', lr--SEl-/ER M. H- ~PROP. S. C; E. ~15• UTILITY ~SEMHJT PROP:-- l-/ATER ~EXIST. T • P. ti NO NUMBER . \ / PROP.- SEHER SAND \,CANYON AVENUE . >.'/EXIST. -. -~ i' T. R. tt 02572Y '1 ' ' ' \ ' 7 ! l-/ATER VAULT- R/t·/- EXIST.- PAC;. BELL _,r--STAND PIPE ' ~~---HATER M.H. ' : L':'. I -•~---"\~/, ·/ ,,, ,;,, / I I • • • · '·-i.. ·•--·--.. ....... . ·!= . / s.c.GAS VAULT PROP. RECLAIMED WATER ' THIS PLAN ACCURATE FOR UTILITIES ONLY- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 .. 4' 6' 14' ~ SEt-/ER M. H. ~EXIST. PAC. BELL X ~EXIST. T.P.tJ GT65158 DIST. COUNTY ROUTE . POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro .REGISTERED CIVIL ENGINEER EELER en PLANS APPROVAL DATE No. 41243 "' ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY Exp. 3.a.3)~9 ' * 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST t,. MESA, CA 92626 NOTE= CIVIL OF C~\.\ -1 . PROPOSED UTILITY LOCATIONS ARE SHOWN HEREON FOR INFORMATION ONLY. TIMING · ,,_ OF CONSTRUCTION OF UTILITIES MAY, , VARY. PLEASE CHECK CURRENT SCHEDULE 2. EXISTING UTILITIES ARE SHO\NN " • AS DASHED LINES. 3. PROPOSED UTILITIES ARE SHOWN, AS SOLID LINES • ' 4. GAS LINE WILL BE RELOCATED DURING, THE PROGRESS OF THE CONTRACT. (BY OTHERS) POT HOLE : • INFORMATION INDICATES THAT EXIST. GAS LINE LIES APPROXIMATELY 4' BELOW FINISHED SURFACE ~EXIST. T:P.11 D2678Y I ' ) w E &-f"-C=-==i==-=I=='-=, =~==-===-===-'l==-e=!= 0 0 + N n i.n rr:> I -!'!==-r---t-------~ cu 12208 :::, I <1- 1-LLJ U) LLJ :::i:: LLJ U) z t,-,,1 LLJ .....J LLJ U) :::i:: u I-< :E: /- •· . . . ' UT I L I T I ES ·U-4 . ' SCALE 1"' = 50' "'· EA OE025I .. .. . . ' . X X x---- X X « ' . '_,, >-aJ 0 UJ Cf) > UJ a: UJ ~ 0 ">-@ai ~o ...J UJ ::i z oc.9 ...J Cf) <( UJ (..) 0 2 Cl -1-c::i:: I-= Cl a.. Cl) 2 c::i:: cc: I- LL. Cl 1- 2 w a I-CC: <:::t a.. w Cl <:::t -:::s:: cc: Cl LL. --I ,=i: u LL. Cl 0 UJ Cf) > UJ a: UJ I-. <( 0 >-aJ 0 UJ ~ (..) UJ I (..) .... z ..... ...J UJ (!) z < 0 l- o:: UJ CD ...J < w I I- c:i: I-er., ~ 1.1.J I> c::i::o ~CD Cl.) < 1.1.J .,._;. z 1.1.J -1.1.J ...J :::i:: Cl.) :::i:: (.) 1.1.J ~ 1.1.J < Cl.) :r:: FORM DC-OE-90-PF (REV. 1/86) 85 39444 •' ' ) SEWER M.H.---~- )( ~-SEHER M.H. EXIST. ' I PROP. TEL. \ -R/H '¢ -PROP. SEWER -:::S-C. GAS GUARD POST R/H- \ . f I SE\-/ER . -s.c . GUARD ENTRANCE TO WISHBONE. HOTEL M-H .•. -----. ~, -EXIST. OVERHEAD PAC. BELL LINE . -., GAS -PROP. GAS POST .. )( - (' -HATER VAULT i PROP.- SEWER G ---- ~ SEHER M.H. -EXIST. -WATER VAULT \-/ITH M.H. AND STAND PIPE DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Oro I ' ~12.41·14 .. 8·66 144 . -. .,. REGISTERED CIVIL ENGINEER \l-OtESS/0 LLI <£ HHEELE 7 -ZI -9;2_ ~ 41 2:il3 PLANS APPROVAL DATE No.--~~ ;.;;....-------~\it xp. 3-31-9 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST . SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 CIVIL OF C~I: )( T • P • ti NO NUME ER ( EXIST. • T.P.tl GT11501 ·O 0~ + LL. I EXIST-OVERHEAD-~ PAC. BELL LINE )( . \-I LO 1.1.J s;:j" ...J ~ ...,;; ,.:.,. •O < ...J ~ 1.1.J Cl.) CD NOTE= . . 1 • PROPOSED UTILITY LOCATIONS ARE SHOWN· HEREON FOR INFORMATION ONLY, TIMING OF CONSTRUCTION OF UTILITIES MAY· VARY. PLEASE CHECK CURRENT SCHEDULE 2. EXISTING UTILITIES ARE SHOHN AS DASHED LINES. J. PROPOSED UTILITIES ARE SHOHN AS SOLID LINES. '· ··- 4. GAS LINE WIILL BE RELOCATED DURING THE PROGRESS OF THE CONtRACT. (BY OTHERS) POT HOLE INFORMATIO~. INDICATES THAT EXIST. GAS LINE LIES APPROXIMATELY 4' BELOW FINISHED SURFACE EXIST. -PROP. T .P.tlNO NUMBER HATER HATER VALVE- .-SEHER M.H. \·II TH ST ,'\ND PI PE '-EXIST. T • P •• ti NO NUMBER \-/ATER VALVE- , ( PROP,. WATER THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 • 1 2 , 3 [ I5'UTILITY • EA'SEMEtJT rR/H -, -EXIST. HATER "' C -· w \_Ex1sF-::::::i --8 . WATER . . V ,-_ - EXIST. _j SEWER •• -PROP. TEL. ~IST. GUARD I g, w, • "s.c. WATER ' -EXIST. , -HATER M,H. T . P. ti NO NUMBER -WATER· METER w---'IL---4-+-1---- GAS- POST ELECT •. BOX- cu 12208 . EXIST. T . P . tJ NO .. NUMBER • I u T I,L I T IE s U-5 , SCALE J" ·= 50' .. EA OE025I .. )( )( )(---- "'" ' )( _f" _,, \ ·•· \ \ >-ID 0 w (/J > w a: w I-<( 0 0 w (/J > w a: w I-<( 0 -..._ 0 o>->-¢. W ID ID t-o o m <(w w + .Jz ::.:: "' ::) Cl C) C\f C)_ w _J (/J <(WI C) 0 C) -a: z w -w ....J z w C, C!) z z w <( I-0 CJ I-.W a::: .., 0 w a: co a. ....J <( c:t -2 cc Cl L!.. ~ -..J c:t C,) I.!. \ Cl b!,J I I-ct I-Y.) r-'1;] l!J r--~ (X) + (X) I J GOLF ~□URSE MAINT. ·• FiACILITY J POST MILES SHEET TOTAL DIST COUNTY ROUTE TOT AL PROJECT NO. SHEETS 12 Ora I 12.4/14.8 REGISTERED CIVIL ENGINEER THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 , .. 263+66.44 67 144 I') C\f . • ---------l-, -----------------------------------------,---· CONSTRUCTION FUNDING SIGN NE\JPORT COAST DRIVE I I I I • I I I v v t\i C\f + (X) U) C\f -----.------- ENTERANCE TO PELICAN POINT 0 IO + r-- (X) C\I ENTER AN CE TO LOS TRANCOS PARKING LOT 0 0 + U) C\f 4 ----------·---------------------- 0 IO + r--(X) C\f j:! (/) 0 !- CJ) + CX) I') C\f ENTERANCE TO CRYSTAL COVE STATE PARK I t. EXl 8 PR. TRAFFIC RELOCATION CONSTRUCTION NORTH BOUND 8' ® 12' © 12' cb 4' SOUTH BOUND 12' © • 12' ® 7' • ZONE 2' ~ ~ w w ~ ~ CONSTRUCTION ZONE SPECIAL NOTES: 1. NORTH BOUND CONSTRUCTION MUST BE COORDINATED TO ALLOW G.T.E. TO TEMPORARILY RELOCATE ITS OVERHEAD LINES TO THE SOUTH BOUND SIDE OF P.C.H. PRIOR TO BEGINNING NORTH BOUND GRADING. 2. NORTH BOUND CONSTRUCTION MUST BE eOORDINATED WITH THE INSTALLATION OF THE TELEPHONE CONDUIT FOLLOWED BY O.C.S.D.S. SEWER. !s I INSTALL g, i:! PROPOSED ID K-RAIL m PROPOSED (/) IMPROVEMENTS IMPROVEMENTS/'STA. 231+00 TO STA. 282+00 }-ULTIMATE IMPROVEMENTS ~ STA. 327 +00 TO STA. 358+00 1---~:::::it~~~-,~E~X~IS;T~IN~G~GR~A~D~E~~--~;;-_l_-.c_~J._,,,cf_';~~i~{---=· STA. 282+00 TO STA. 293+00 .:_ TEMPORARY IMPROy'EMENTS rEXIST. EXIST. ,/ PAC BELL 31~AS~ EXIST. WATER-....,r, V PROPOSED SEWER~ 34' EXIST. PAVEMENT 33' EXIST, PAVEMENT 45' 43' 51' ULTIMATE PAVEMENT 51' ULTIMATE PAVEMENT 53.5' 55' TYPICAL SECTION STA. 238+18 TO 293+00 327 +00 TO 358+00 STAGE I - A 0--PROPOSED GAS 0 1 0 0 + C\f (X) C\f 2 288 . . OMIT CURB 8 INSTALL 550' OF TEMPORARY PAVEMENT FOR RELOCATION OF TRAFFIC IN STAGE 2 LEGEND Val COMPLETED ULTIMATE IMPROVEMENTS 289 290 291 ENTERANCE TO CRYSTAL COVE HISTORICAL SITE 292 293 294 l><5<><J ULTIMATE IMPROVEMENTS TO BE CONSTRUCTED DURING THIS STAGE l I 11111 TEMPORARY p AVEMENT CONSTRUCTED DUR I NG PREV I DUS ST AGE 3 TEMPORARY STRIPING LEGEND @ DETAIL 11 @ DETAIL 27A @ DETAIL 28 STAGE!CONSTRUCTION TRAFFIC HANDLING PLAN STAGE SCALE: 1" = 100' ' ·SC-I ' 12208 · FORM 0C-OE-90-PF (REV. 1/86) se )944~ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu EA OE0251 \ )( --- 295 0 >-w [/) ID > 0 w w a: [/) w 5 I-w <( )( a: 0 w I-<( 0 " o>->--' W ID en t-o 0 <( w w ...J z ~ :::, (!} u u -...J [/) w <( w I uo u ...... a: z )(----w ...... w z __J -w C!J C!) z z , w < I I "·. I-0 0 I-w -, a::: 0 w a: en - a. __J < ~ C) -I-c::t I-Cl: )( Cl . ~ Cf.) :[l! c::t ta:C I- b!.. 0 I-. :[l! I l!J ~ I-m:: c::t ~ LY c:i c::t -:[l! la!: 0 b!.. I --I I c::t I c.:, )( b!.. Cl s/.~ l!J I I-c::t I- ~·-fl) t11·;) '·-) L:i FORM DC-OE-90-PF (REV. 1/86) - ---------- 0 IC) + CV It) It) ::----.,___ -----------:-... -- ~ .,~ ~ ! I -- ~ ~ ~ !?o,. ~ '-Vf'/2' ~ ' ~ -- ~ ........ ~ .......___ ------- .......___ . .......___ .......___ .......___ .......___ .......___ STAGE 2 CONSTRUCTIO SEE SHEET sc.:_3 a sc-4 N SOUTH BOUND (t NORTH BOUND PROPOSED • l I EXISTING TRAFFIC EXISTING TRAFFIC RELDCATION T I I - 8' 1 12' , 12' , 9 1 2' 12' A) 12 1 (8) 71 9' . --I (/) -w -a:: <( I I I u?-~ I y'U~ \.,~"· I \"~.'€: @ (J) \1 I I l,;INSTALL \ ..i 1/ K-RAIL f2 >-o \ VARIES I I. 60' a:: w u. u. :::, ID CONSTRUCTION I ZONE - _TEMPORARY PAVEMENT 2% "--= TYPICAL SECTION STATION 293+00 TO 300+00 AND 315 00 ,T · + 0 327+00 STAGE 1-8 N. T. S. ...,_ __ ----,.__ ----..,___ -----, ---- ' -------- ------ ------------------------------------------- ------ -------------------,_ ------i -------------- 317 -318 I 319 ENTERANCE TO WISHBONE HOTEL -- I I 320 ------ ----- ROUTE 1 DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT· NO. SHEETS 12 Ora 12. 4/ 14. 8 68 144 REGISTERED CIVIL ENGINEER 7 -Z.{ -9.:z_ THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 ' TEMPORAR~ STRIPING LEGEND @ DETAIL 11 @ DETAIL 27A @) DETAIL 28 ----- SAND CANYON AVENUE CONSTRUCTION FUND/ NG SIGN t----. 0 0 + ,.._ C\J rt) -- -.-------- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 0 1 2 3 REEF POINT ··-ST ATE PARK' ----- 0 0 + a:> IO rt) 359 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1 .. SCALE : 1 " = 1 00' SC-2 cu 12208 EA OE0251 )( )( )( I \ >-CD 0 UJ (/) > UJ a: UJ I-<( 0 0 UJ (/) 5 UJ a: UJ ~ 0 ci >->-UJ CD CD ~o o ·...J UJ UJ :::i z :,.:: (..) C!J (..) ...J (/) UJ <( UJ I (..) 0 (..) -z -_J w (!) z <C , .. l- o w ..., 0 I--a:: w <- '-"'.:"." 0 a: 0. c:t -~ 12: = I.!. -..I c:t (.) I.!. = w I-c::t I-rn CD _J <C I \ a I r:11:J ~ GOLF COURSE MAINT.·FACILITY I \ I I DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 12.4/14.8-69 144 REGISTERED CIVIL ENGINEER v-OfESS/0 ILLI ., EEL '7-Zl-97-. ~ 41243 -----------No. c-P_LA_N_S_A_PP_R_o_vA_L_D_A_TE _____ o\\-1< 3:... 31 -9 l<P·---ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTA MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 CIVIL OF C~\.\ -------------,......, .... ------------------------------------------------- CONSTRUCTION FUNDING SIGN NE\JPORT COAST DRIVE I I I I I I \ ENTERANCE TO PELICAN POINT 0 IO + l'--co ENTERANCE TO LOS TRANCOS PARKING LOT ------------,------N ------------------------------- ENTERANCE TO CRYSTAL COVE STATE PARK ct ct PROPOSED EXISTING 51' PROPOSED IMPROVEMENT -c(PROP. TELEPHONE . • CONDUIT Cl) m WO ()-___PROP ~ I-- SEWER >o VARIES 9' . NORTH BOUND I SOUTH BOUND TRAFFIC RELOCATION 60' \LANE WIDTHS VARY FROM \ 12' TO 10.25' • 4©12' @ 12' ~ i2· © 12' ~. 2' 2' · K-RAIL K-RAI --1----rr---i4li,---,....-~ 2' K-RAIL CONSTRUCTION ZONE EXISTING IMPROVEMENT STAGE I TEMP. PVMNT. PER STAGE I-B TYPICAL SECTION STA. 287 +50 TO 358+00 STAGE 2 SPECIAL NOTES: 1. NORTH BOUND CONSTRUCTION MUST BE COORDINATED TO ALLOW G.T.E. TO TEMPORARILY RELOCATE ITS OVERHEAD LINES TO THE SOUTH BOUND SIDE OF P.C.H. PRIOR TO BEGINNING NORTH BOUND GRADING~ 2. NORTH BOUND CONSTRUCTION MUST BE COORDINATED WITH THE INSTALLATION OF THE TELEPHONE CONDUIT FOLLOWED BY O.C.S.D.S. SEWER. TEMPORARY STRIPING LEGEND @ DETAIL 1 1 ® DETAIL 27A © DETAIL 31 © DETAIL 28 LEGEND V2:2'j COMPLETED ULTIMATE IMPROVEMENTS . ENTERANCE TO CRYSTAL COVE HISTORICAL SITE tx.S<5a ULTIMATE IMPROVEMENTS TO BE CONSTRUCTED DURING THIS STAGE ! I I I 111 TEMPORARY PAVEMENT c□NSTRUCTE::D DUR I NG PREV I □us sT AGE STAGE TRAFFIC 4 ! CONSTRUCTION ., HANDLING PLAN STAGE 2 NOTE: . MINIMUM DIMENSIONS APPLY ONLY AT EACH END OF CONSTRUCTION WHERE THE EXISTING 8 PROPOSED AL.IGNMENT 8 GRADE ARE THE SAME. . SCALE: 1 " . = 100' •· ·sc-3 f 0 1 2 3 FORM OC-OE-90-PF (REV. 1/88) 861940 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208 EA OE:0251 )( )( )(---- . ' ' )( ' ' >-00 Cl w (/) > w a: w I-<t Cl " Cl w (/) > w a: w I-<t Cl Cl>->-w 00 00 I-Cl Cl <t w w ...J z ~ :J (!) () ()_ w ...J (/) <tw I () Cl () cc w w z -CJ z w I-(.) w ... 0 cc a. ::::;: C) -c-c:::t c-m: 0 ~ ti) z.: c:::t Ill: c- l.I. C) C-Z.: LY ~ e- ll!: c:::t fa!.. bY Cl c:::t -::::;: m:: C) b!.. -..l c:::t c.:, !J. C) L!J c-c:::t c- Cf.) _, z _, _J w Cl z <C 0 I-0::: w cc _J <C ~ \ ~ r~') lJ .. ,_. -- FORM DC-OE-00-PF (REV. 1/86) ,. """ \ ' --------------------....... -------' --------- '--... ....____ ....____ .....,_ _____ ....,._ -----,__ __ _ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ------------------------------------------------------------...... -----31 -4 ----..... -------------- --------,;.___ 0 D 1 2 ·3 ENTERANCE TO WISHBONE HOTEL --- REEF POINT STATE PARK ------- a DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 12.4/14.8 REGISTERED CIVIL ENGINEER THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 --- --- I SAND CANYON AVENUE CONSTRUCTION FUNDING SIGN ------- 70 144 J - 359 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE : 1 " = 1 00' . SC-4 cu 12208 EA .. OE0251 )( )( )("--- ~ ,-' \~_; )( ,-, ' ' I \ >-. ID 0 UJ en > UJ a: UJ I-<( 0 " 0 UJ en > UJ a: UJ I-<( 0 Cl>->- UJ ID ID 1-o o <( UJ UJ ...J z ~ :JC, () () -UJ ...Jen <( UJ I () 0 () ..... a: z w ..... w ..J 2 -w C, C!) 2 z w < I-0 0 I- CONSTRUCTION FUNDING SIGN NE\JPORT COAST DRIVE I I I I I I I GOLF CpURSE MA INT. • FIACILITY ----------------------------------------- ENTERA~CE TO PELICAN POINT 0 IO + r--(X) (\J EN TE RANCE TO LOS TRANCOS PARKING LOT DIST. COUNTY ROUTE POST MILES • SHEET TOTAL TOT AL PROJECT NO SHEETS 12 Ora I 12.4/14.8 ·t1Llk/1~n ;U,f/~1 REGISTERED CIVIL ENGINEER THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 71 ------------- 144 w -, a:::: ------------- 0 w a: co a. ..J < at -:;::: rn: 0 I,!. ~ -..I r:::t c:.:, I,!. \ 0 b!J I ~ r:::t ~ Y,) r11;) • l:J ENTERANCE TO CRYSTAL COVE STATE PARK ¢_ PROPOSED 60' 9' 3' NORTH BOUND SOUTH BOUND TYPICAL SECTION STATION 287+50 TO 358+00 STAGE 3 FORM OC-OE-90-PF (REV. 1/86) 85J9,1u f ct. EXISTING VA ES ct: §: EXISTING PAVEMENT STAGE 1. CONSTRUCTION ZONE 10' MIN. I~ °"--EXISTING GAS SPECIAL NOTES: 1 . 2. NORTH BOUND CONSTRUCTION MUST BE COORDINATED TO ALLO\J G.T.E. TO TEMPORARILY RELOCATE ITS OVERHEAD LINES TO THE SOUTH BOUND SIDE OF P.C.H. PRIOR TO BEGINNING NORTH BOUND GRADING. NORTH BOUND CONSTRUCTION MUST BE COORDINATED WITH THE INSTALLATION OF THE TELEPHONE CON~UIT FOLLOWED BY O.C.S.D.S. SEWER. TEMPORARY STRIPING LEGEND @ ® DETAIL 11 DETAIL 27A DETAIL 28 PLACE FILL IN THIS AREA ONLY AFTER PROPOSED GAS LINE IS INSTALLED AND AND OPERATIONAL • REMOVE TEMP. PAVEMENT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 r221//4) ~ 11111111 3 ENTERANCE'TO CRYSTAL COVE , HISTORICAL SITE LEGEND COMPLETED ULTIMATE IMPROVEMENTS ULTIMATE IMPROVEMENTS TO BE CONSTRUCTED DURING THIS STAGE TEMPORARY PAVEMENT CONSTRUCTED DURING PREVIOUS STAGE I STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 ( ' SCALE; 1" = 100' •• SC-5' cu 12208 EA '0E0251 )( )(---- ,, ' '· . • , __ _.., )( _,.~,' \ . ,_ .. , \ Cl w >-(/) co > Cl w w a: (/) w > f-w <( a: Cl w f-<( Cl '-Cl>->- W co co f-Cl Cl <Cw w _J z :,.:: ::::, (!) () ()_ w _J (I) I <(W 0 Cl 0 ...... a: z w ...... w _J ~ w c., (!) z z w < f-0 0 I-w a::: ~ 0 w a: co 0. _J < c::t -:CZ . Ill: C) L!.. I --I dt (.) L!.. Cl ~ !.!.I I I-at I-Cl,) ~~ --- - ,-;J;:;:.=::_:=--'--------I---~--------- -------- -- --- 0 It) ~ "' - ------ FORM OC-OE-90-PF (REV. 1/86) eti.39(o --------------------t---- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ----- 0 0 1 ---- 2 3 ENTERANCE TO WISHBONE HOTEL ---- REEF POINT STATE PARK -----. -- a DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 12.4/14.8 72 144 /2 REGISTERED CIVIL ENGINEER ~~Of[SSiON,1/ ~ ILLIA & WHEELER i 7-2-\-9:2.... ;:/ tlo. 41243. ~ PLANS APPROVAL DATE {< 3:. 31 -95 * ASSESSMENT DISTRICT 88-1 e~; ,,-, ORANGE COUNTY ENVIRONMENT AD "'"4,,, CIVIL ~,;:11:~-'"" MANAGEMENT AGENCY ~ c~ 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 I ---- SAND CANYON AVENUE CONSTRUCTION FUNDING SIGN --- 0 0 + ,..._ CIJ "' 8 . \ 359 STAGE CONSTRUCTION TRAFFIC HANDL1NG PLAN STAGE 1 3 SCALE : 1 "· = 1 00' ·• se-6 • cu 12208 EA OE02ql I I i • )( 0 lJ.J >-Cl) Cll > 0 lJ.J lJ.J a: Cl) lJ.J > I-' lJ.J <t )( a: 0 lJ.J I-<t 0 .. ~ .... z Cl .... )(----~ ...J LLJ (!) f .L . z I~ < i •O \ .-' 2 I- (! 0:: ~ LLJ co ...J ' < 2 C -I-c:iC ', I-cc )( C C!.. Cl) 2 ' c:iC cc I- LI. C I-2 bY aE I-a: c:iC C!.. bY C'I • c:iC -2 C!C C )( LL I --I c::i:: (.) LI. C ~ L!.I I I-c::;: I-.· ,:n @ ' . ' . FORM DC-OE-90-PF (REV. 1/86) '"''" z 0 -I-u .. ::> a:: I- (/) z 0 0 v u a en z + UJ ro C\I QRIVE CAMEO 1 H\GHLANOS _j\ ' . > . 240 ENTRANCE TO PELICAN POINT: ' . 250 i ... NEWPORT COAST DRIVE I R □u1· E 1 . .. 260 -I 270 280 ! ENTRANCE TO CRYSTAL COVE STATE PARK . - I SIGN A B C D ! ENTRANCE TO LOS TRANCOS PARKING LOT . 29ll ENTRANCE TO CRYSTAL COVE HISTORICAL SITE- / STATIONARY MOUNTED CONSTRUCTION TYPE PANEL SIZE SIGN MESSAGE Cl3 6011 X 2411 END CONSTRUCTION Gil 60"x 3011 ROAD CONSTRUCTION NEXT • 2.5 MILES - C30A 3011 X 3011 SHOULDER CLOSED STD.S41-3 168"x 48" CONSTRUCTION PROJECT FUN- 8 S42-15 DING IDENTIFICATION SIGN SEE SHEET FS-1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I > ' 1 I ' 2 I SAND CANYON AVE"NUE 320 AREA SIGNS NO. OF POSTS AND SIZE 1-611 X 6 11 l-6"x 6 11 l-611 x 6 11 . 3 I ' 330 EACH 2 2 2 2 340 . z 0 t-u ::> I-• (J) z 0 u ENTRANCE TO g HISHBONE HOTEL~~ 350 ENTRANCE TO REEF POINT z + -:8~_ D l:B ro m ~ DIST. COUNTY· ·ROUT!;: POST MILES -SHEET TOTAL . TOTAL PROJECT NO. SHEETS 12 ,·, 12-4/ 14~8 • 73 144 ~1',0fESS/ON-4. ~ -.:;..;--.;;:_, ~ -. REGISTERED CIVIL ENGINEER ,f ILLIA ~ & HHEELER i -(--;2.\-9:;L. "'No. 41243 ~ PLAN·s APPROVAL DATE ;-------------. ---\\~ Exp 3-3(..:95 ll-,,_.,, ASSESSMENT DISTRICT 88-1 J>/; CIVIL ~~ ORANGE COUNTY ENVIRONMENT AL ~I', --::-0F-c•'."'.;' 1~r:,'I:-~ . MANAGMENT AGENCY ~• 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA 92702-4048 THE KEITH COMPANIES . 2995' REDHILL AVENUE · COST A MESA, CA 92626 - CONSTRUCT! ON ' AREA SIGNS SCALE 111 = 600' -CS - I cu 12208 EA OE0251 ' . ' ,' i ' ;,,., ' I ' ' ' ' - :c··.-,_,, i \, .. -' )( )( )( ---- :~··\ \,_,--' x) )( _, -- J 0 LU >-(I) Cll > 0 LU LU cc (I) --LU-> !;;: LU cc 0 LU f-<{ 0 '>-5:l Cll 1n f-o o <{ LU LU ...J z :.:: ::::, ('.) (.) (.)_ ...J (I) LU - <i: LU I (.) 0 (.) z Cl -~ I-= C) • I:!. Cl) z ~ a: I- L!. Cl 1-z L!J 2: I-= ~ !:!.. L!J C c:i:: -& = Cl I.!. --I c:;:: ~ I.!. Cl L!J I- c:i: I-Cl) ,... z ,... ...J lJ.J C!) z < 0 I- C::: lJ.J cc ...J < ~ I ~ JOIN EXISTING STRIPING 2 FORM OC-OE-90-PF (REV. 1tB6) 8639444 • • "'~-·····----· •• 1·•,,-_·· • ' -679' LANE REDUCTION TRANSITION 295, MEDIAN TRANSITION ---- w ii:: -~ -(\J --- -------------------"-- O'l t.D + \ -. G -----'---------·-----~~~---·-~---------'----•---- 0 0.. Q') .... + 0::: R/\-1 -- ~R2(5 -~R26 ,... It) co + .&. .&. - .-.... ~ c; L __ -32~9~5-~~T~RPAN;S~I~T~I~OtNTtil~A_N_E _____ ~ <c:; RIGHT EDGE LINE I-uJ CJ) er, R/\-1 R26 MOTE: -• 1. ALL L~FT TURN LANE LENGTHS TO BE 15 □ L.F. WITH A TAP£R; LDJGTl-l OF 12□ L.f. • I 2. LOCATION OFi SHOULDER STRIPING IS AS NOTED ON PLANS AND IS MEASURED FROM FLOW LINE OF GUTTER • X I I I ,- R26 r- r .R2 (55) R26 X FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES X _/ r 0 1 2 -3 X I GOLF COURSE MAINT. ENTRtNCE WII (LT.) R26 .OCTD - ---------------- I\) N .. i I_ .., ' .. ·". " " .. ~ ,_, , r,. R26 B DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO_ SHEETS REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE • EELER . 41243 p.3'-'3I----95 CIVIL -ASSESSMENT DISTRICT 88-1 -1 00 r-lJ... ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY + LJ.J 400 CIVIC CENTER DRIVE WEST ~ .....J SANT A ANA, CA. 92702-4048 ~~;;;;;;;;;;~~;;;;;;;;;;~~;;;;;:~~~~T~H~E-K-EI_T_H_C_O_M_P_A_N_IE_S _____ -t O 2995 REDHILL AVENUE , .....J COST A MESA, CA. 92626 <LJ.J,_ ____________ _ r-Cil (./) r- LJ.J LJ.J z LJ.J ' -----i:.::+~------1 -:I: ~~ 5' - 1 R26 CS) _---"' H _ 6· r-(.fJ • · •• H ENTRANCE TO F . --\ D < '--\ ·X 42 PELICAN POINT :E: LEGEND &· ARROW 20 FEET CLEAR OF LIMIT LINE €) ROADSIDE SIGN NUMBER SE.E 'SI-IT.PD-lo I • @ 14" DOUBLE YELLOW-STRIPE (DETAIL 29) (THERMOPLASTIC) ' @ 8" SOLID WHITE.STRIPE (DETAIL 38) (THERMOPLASTIC) ©· 6" SOLID HHI TE STRIPE CDET AIL 39 ) (THERMOPLASTIC) @ 4~ \-/HITE LANELINE JDETAIL 12) (THERMOPLASTIC) ® 12" SOLIDHHITE CROSSWALK II. LIMIT LINE (THERMOPLASTIC) @ PAVEMENT MARKINGS (THERMOPLASTIC) -• (8) 4" SOLID WHITE STRIPE _ -(THERMOPLASTIC) ~ ~ ) f aj 0 TYPE I (18) ARROW TYPE Ill CL) AB.ROW TYPE III CR) O\· TYPE VI ARROH NE\-/ 1' REMOVE ROADSIDE ROADSIDE S_LG S.l.G EXISTING ROADSIDE SIGN TO / X l cu :PAVEf1E~JT DELINEATION -AND SIGN PLAN SCALE 1 a = 50' _ 1220.8 EA OE025I PLAN \ -./:-\_ ·' '•·~ _.,,.-· X X , ' . , . i ., i • j !"' X X c•:~,, , ·-.,, / 0 w >-(J) co > 0 w w a: (f) w > r w <( a: 0 w r <( 0 ">-@ co 6:i ro o <( w w ...J z :,:: ::, (!J (.) (.) -w ...J (/) <I'. W I (.) 0 (.) ~ C -I- <:t I-a: C 12,,. (I) :;;;: <:t cc I- LL Cl . I-:;;;: w 2: I-cc <:t 12,,. l.!J Cl <:t -,:;,;;: cc C I.!.. --I c::t c.:, I.!.. C L!.I I-c:i:: I-(I) i..' -z -...J I.LI c,:) z < 0 I- C:: I.LI CD ...J < J I ~:) , 0 0 + i-.....- 1/') I . NO a,_ • <1- 1-I.L.J Cl) I.L.J :c I.L.J Cl) z -I.L.J ....J LJ.J :c C,.) I-< a: 0 0 -:- Cl) 01- 1-..... :c NC!> -• 0::: < I-LL.J, Cl)> 0 wee 2< -....J I.L.J LJ.J :c Cl) C,.) I-< :i: FORM DC-OE-90-PF (REV. 1/88) 8639444 ! 0 0 + Rl 8 CRT) R26 CS) r 0 ~ 110' MEDIAN AND LANE TRANSITION ~--------'--~~ . - 0 0 + --ROUTE-1 11 O' MEDIAN AND LANE TRANSITION 0 -+ R26 X , NOTE: , 12" SOLID WHITE JO IN STRIPE (TYP.l ......-----', ----------------- • I. LOCATION OF SHOULDER STRIPING IS AS NOTED ON PLANS AND. IS MEASURED FROM FLOW LINE OF G_UTTER i' R26 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 I I I I 1 NEWPOR_T COAST L I . DRIVE I ' I i I 266 \ 12" SOLID WHITE 1 STRIPE (TYP.l F 10' O.C.(TYP.) DIST. COUNTY ROUTE 12 Ora REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS ~R \lffSSIO!)l,4t ~ ILLIA /] \-/HEELER 144 · ~/ ~ 2.\-C) 1.-;;:! No. 41 243 PLANS APPROVAL DATE i< , -. -~ • '---------,-------\\ Exp: 3-31-95 *,,-,, CIVIL :--'<- OF C~l.\<<;i'<-~ ·-·· R·26 SIG1·;s TC ir======------:-, --:-;;_ L;-;:E~G;;;:,:E:::;,,it"iF,;1 D~~======= ENTRANCE TO CRYSTAL COVE STATE PARI( X 3 ' .• , ' •· @ l:\RROW 20 FEET CLEAR OF LIMIT LINE. r,:;\ REMOVE EXISTING STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT \!::/ MARKINGS • • €) ROADSIDE SIGN NUMBER SEE Sl-lT. PD-lo • :;· @ 4" DOUBLE YELLOH STRIPE (DETAIL 29) (THERMOPLASTIC) '• @ ·a .. SOLID HHITE STRIPE (DETAIL 38) (THERMOPLASTIC) © .6''. SOLID l·JHITE STRIPE (DETAIL 39 J (THERMOPLASTIC) @ 4" \-/HITE LANELINE (DETAIL 12) (THERMOPLASTIC~ ® 12" SOLID HHITE CROSSl·JALI< & LIMIT LINE (THERMOPLASTIC) @) PAVEMENT MARKINGS (THERMOPLASTIC) (8) 4" SOLID WHITE STRIPE (THERMOPLASTIC) t • -~ I f , TYPE I (18) ARROl·J ( TYPE III CL) ARROH x· TYPE "III CR) ARROH ( R26 cu TYPE VI ARROH 12208 0 \ EXISTING NEH REMOVE .ROADSIDE ROADSIDE ROADSIDE SIGN TO S_I_GN G 0 0 + iv, I"') 00 I NO a,_ • <1- 1-w Cl) w :c w Cl) z -w ....J w :c C,.) 1-,< a: Cl) ,, r: . / EA OE025I I PD -2 ( ' I ' I• • X X x.---- X X 0 w >-CJ) m > 0 w w 0: CJ) w > ~ w 0: 0 w ~ 0 '->-5J m ~ f-0 0 <tw w _J z ~ :Jo(!} o -w _J CJ) <tw I 00 0 & C -I-c:C I-= C Cl. l'l'J & c:C C!C I- LL C I- & LI.I a: I-cc c::( Cl. LI.I Cl c:i:: -& C!C C LL -_. c:C c:.:, r.i;. Q !.!.I I- d!: I-l'l'J -z .... ..J lJ.J (.!) z < 0 I- C:: lJ.J CD ..J < I I ~- . FORM DC-OE-90-PF (REV. 1/86) 0 0 ❖ ' iv, ('\J 00 I NO a.. -- - 88 39444 X ---.:j C, -L;j I --- ' ! ' - R26 . R/Hl • • 'IJ_ --ir1--·---+-+--- -lt I. I C. 0 I © ..1.. X I .I • ---!J ---t -----ROUT E-"--1 A- '::l :J ----.g... --~--~ -- J NOTE: · • ENTR~NCE TO·LOS ~RANCOS PARl(I NI LOT • •. I 'ENTRANCE TO· •. CRY ST AL COVE HISTORICAL SITE I. LOCATION OF SHOULDER STIPING IS AS NOTED ON PLANS AND IS MEASURED FROM FLOW LINE OF GUTTER ( \ if -- ---- • FOR REDUCED PLANS· ORIGINAL SCALE. IS IN INCHES· .0 - V 'r -- --· ------------- 1 . 2 3 ---'<:I-~ -· b,I • G - i:... -" N V - X ----· -- ....... ,.. -..... ~ -~ -... '~ ••a•-,-~••, DIST. COUNTY ROUTE 12 Ora REGISTERED CIVIL ENGINEER - • ' LEGEND _ G) ARROW 20 FEET CLEAR OF LIMIT LINE €) ROADSIDE SIGN NUMBER SEE SI-IT.-PD·l',, / . POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS .. . 12-4/14-8·76 144 I @ 4" DOU_BLE YELLOH STRIPE (DETAIL 291 (THERMOPLASTIC) @ 8" SOLID HHITE STRIPE CDETAIL 38) CTHERMOPLASTIC> © 6" SOLID HHI TE STRIPE CDET AIL 39 l (TH-ERMOPLASTIC) ·, @ 4" \-/HITE LANELINE (·DETAIL 12) (THERMOPLASTIC) • .. ..,, \ ® 12" SOLID \-/HITE CRO,SSt·JALI< 8. LIMIT LINE CTHERMOPLAS"(IC) @ PAVEMENT MARKINGS (THERMOPLASTIC) ® 4" SOLJD WHITE ~TRIPE • (THERMOPLASTIC) t ~ .··· ... f i aj O TYPE (18) I TYPE III CL> TYPE III TYPE VI CR) ARROW NEl-1 REMOVE ROADSIDE ROADSIDE EXISTING ROADSIDE. SIGN TO ARROt·J OJJ 0 ·1 -- cu SlG I • \ I ~ ~ • I PAVEMENT DELI~EATION PLAN AND • SIGN PLAN , SCALE 1" = so· PD 3 12208 EA OE0251 ' .• • , C i X X x----· X r • ' . ' ' ' X ~· -, ' .. ' , . ., .. I• I I ' >-!ll Cl w (/) > w 0: w f-<( Cl 2 Cl i= 'c:t I-= Cl Cl. en 2 c:t CIC I- L!.. Cl I-2 l,,!J a: I-CIC c:t Cl. l,,!J Cl cit -2 CIC Cl LI. --I c:t c.:, L!-Cl l,,!J I-c:t I-Cl) Cl w (/) > .w 0: w f- <( Cl -z --I UJ C!) z < 0 l-a::: UJ a:::i -I < ~- I ~ FORM DC-OE-90~PF (REV. 1/86) . \ (0 (\J • (0 0 I + COiv, ·o M6 a. -- IV) -~ • N ~I- ·+ ::c: O') (.!) --· I"") 0::: • LLJ <> -1-0 ..... c.n c:i < . , /'I' * -·--·--. LJ.J 21--· -w ..... ...J LLJ ::c: ::c: c.n u 1-LW <LJ.J ::c c.n I .. .. . e.6 39444 • --- ----•' ~ -::---OJ ~ ' i v ' ---- . •, NOTE: I. - 1~4, 147 .. ,,.-.. • • 1 45 R26 )~)R26 I t· . l!j,. I _Qj ~ - - ·--;y-~ ~ ~ 7\j ~1t1UTIE7 -. -" ,l"-I • ' • ... "'...;;.J I w. JL.U -..:; .:::::. ' . -1<'..<'..:;.• .• ' R ' ----R ---rg_ . ,j 7-j .. ~R26· \\ ' \@R26 . ' X R26 D ' --., fb - - ' .:'. ' : ' v ' ~ 'J v - -I 50) R26 ' ,. OCToll 51)\-, . -- I ' . -. ~ --,-.., ·~ --. -rib.· -.I, ' ~ II' . ---c,s ·-:ro m ·-- \ \ -- I ' -- - \ ., SA~~Ei·~C~YON ,, . X ' 154 ' B _j ''._ '•<".·. f<D .. i 5' /, •• ./\\~ ,: )Ii\ ! ',. ' ''-(,,. . I ."'i.. :~ /, \-,, ' l ,_. • , ~ ~~/, l • ,i=,~-. . I . ~ . /.. • \!, • ', / 'i:q- I C\I ~-I ' --N -I ' l,',,J i1, -,.._ -,~--~ .. I I B Rl 8 CRT) 01 S~ R26 CS) -R/H I. . ~ •• ' I --v, ....,.., " ----. . ,I ' @-"' ,~, vL.,) .__;✓-,: .. ,, 01_1 f\S ·-' ,_; .-::"~ ' , f" 0.-:::. i ,.) t::: ,) ,.. V l_ -I ----S§)· . f;j 80' FLARE •' " . ' ' . ----f\S <==" ,., ~ --• ' - ' ' . . -El. I 1 ' ==-~~~R26 I . . . .··• '®. . ® (D o~f g1§/52. ,,,,. ~ G , '. --' : · p 53 ' ll 55 ' -··-' ) X FOR REDUCED PLANS 0 1 2 • 3. • ORIGINAL SCALE IS IN INCHES '6 140 \\'l ~ 141 -.. ' -·' .. ----- .. -!. n.!, 0L.::; ' .- I"\! --rJ c:,:,_ F ' '· " -R/H --• . r jl 58 - \ DIST. COUNTY ROUTE ' POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS \ 12 Oro I 1 ·2 .4/ v.,.,,,,.,.,,.,...,,,,.,_,,,,__., . ..,, . REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA, 92720-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA, 92626 , LEGEND W ARROW 2.0 FEET CLJAR OF LIMIT LIN~ (e} ROADSIDE SIGN NUMBER • SEE SUT. PD-lo ()fESS/0 LLI HEEL ..., . 41243 ,;; xp(:3-31.,. 9 CIVIL or c~\. @ 4" DOUBLE YELLOl·/ STRIPE (DETAIL 291 (THERMOPLASTIC) @ 8" SOLID l·/HlTE STRIPE (DETAIL 381 (THERMOPLASTIC) © 6" SOLID HHITE STRIPE (DETAIL 39 ) (THERMOPLASTIC) @ 4" \-/HITE LANELINE (DETAIL 12) (THERMOPLASTIC) . (f) 12" S~LID l·!HITE CROSSl·!ALI< & LIMIT LINE CTHERMOPLASTICl -@ PAVEMENT MARKINGS (THERMOPLASTIC) -· • • ,. (8) 4" SOLID WHITE STRIPE • (THERMOPLASTIC) t ~ , f: • . ~ . aJ • O TYPE I (18)i ARROl·J TYPE III CL> ARROH TYPE III CR) ARROl·! TYPE VI ARR0\-1 NEH ) REMOVE ROADSIDE ROADSIDE S_LG S~lG EXISTING ROADSIDE SIGN TO Q61) 160) 26 ---@ I • -- - _1....,AJ --· -,-- VCt...,: ...... ; '-' ,., ' ---_j/ l h j ' - c£ -- ~ -- -- ..:;,.:;<:::, -- • -- 0 0 + N LI") IV) I IV) C a,_ a <1- 1-LJ.J c.nw ::c: wen 2 1-1LLJ ...J LLJ \@ ------, • R26~-~ ~ ............ ....____ c.n ::c: u 1 fj,2 ' I- • ~ ---< cu ·-::c I . PAVEM~NT~DELtNEATI•ON PLAN • .. AND SIGN · PLAN • SCALE 1ft = 50'' PD 4 12208 EA OE025I X ·x ; )( ' ' • ' >-ro D LU U) > LU a: LU I-<( D D LU U) > LU a: LU !;: D -z .... ...J ' 1.1.J -~ z < 0 I- C:: UJ CCI ...J <. ', ____________ ,cc-:cC:C:.--c'.~:-' • _.: I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora ' I 12-4/ 14-8 • 78 144 1,,(/,..:f/,_,,.~ 1' /.llju !.-1 R\lfESS10 REGISTERED CIVIL ENGINEER LLl \ ~ • HEEL en 1-2.-\-°>'2--"\ ~ 41243 s;; =cPL---:-A"."'."NS::-A-:-:P=-=P=Ro=v-:-:A.,--L =oA-:-::T=E _____ 11 No. ~~- Exp_(:3_:3 (-'g· • CIVIL >< -----J:' I~ ~/jf""c~-c.ccc.,c.cc~-:, ccc--•-:--. --::: , ..__:: ,; <> ----••• ----,,'. ' , , w.1 I·:----------------~--~--·~~:::-------.-... --, ...; u o ..._, er., ··-----. ~-~~---,_ . - -----------:I: . -~-----~ '--- 1 66 R26 . -----i---w I _. __ . . . R/WJ ~R26 --- >< / ,.; "rt...: ..:; "; i -Rs --~ - I? ·-. I '0R26 / NOTE: I. LOCATION OF SHOULDER STRIPING IS AS NOTED ON PLANS AND IS MEASURED FROM FLOW LINE OF GUTTER • 1 >< )(, --ROUTE-1 ' , ; ~--1 'I',_ --" \ .... .... . .) '+ ,) -.... ···~ --~,..1..,_ --~----- -~- --, , ASSESSMENT DISTRICT 88-1 , ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 400 CIVIC . CENTER DRIVE WEST SANTA ANA,CA.92702-4048 THE l<EITH COMPANIES 2995 REDHILL AVENUE COSTA MESA,CA. 2626 I g I- + LJ.. I.{) LJ.J "'-i" ....J IV) :.n •O <:C ....J I-LJ.J (/) cc ,_; 'T 5 L.I.J 1- 2 L.I.J -L.I.J ....J :c ·175 .======-=======;,;t, '.' (Ji , ___ .,.,,___ :c •, R26 (.) L.I.J I-L.I.J <:C (/) ::c (D ARROW 20 FEET CLEAR OF LIMIT LINE @ ROADSIDE SIGN NUMBER SEE SHT. PD-6 @ 4" DOUBLE YELLOW STRIPE. (DETAIL 29) THERMOPLASTIC) @ 8" SOLID WHITE STRIPE (DETAIL 38) (THERMOPLASTIC) © 6" SOLID WHITE STRIPE (DETAIL 39) (THERMOPLASTIC) •, @ 1" WHITE LANELINE (DETAIL 12) (THERMOPLASTIC) ® 12" SOLID WHITE CROSSWALK 8 LIMIT LINE (THERMOPLASTIC) © PAVEMENT MARKINGS (THERMOPLASTI~) • ' ' . __ , .. •• (8) 4" SOLID WHITE STRIPE . . (THE~MOPLASTIC) R26' 188 OCTD ENTRANCE TO WISHBONE HOTEL TYPE ·I Cl 8) , ARROH : ,~. f 0 I I I TYPE I I I TYPE VI' NEH REMOVE 1 TYPE CL> 8.BR.OJ:l. CR) ARROH ROADSIDE ROADSIDE IIB.Ol· SJ_G ] • 0 110' MEDIAN. LANES EXISTING ROADSIDE SIGN TO ? ~ D 8 19 .. · ' • •·, ' 8 200 ,~ff CDRT)R/H . o\ R26. 250: L::;N IT I ON r' Lt') 1-1 H /; ·., 1 ' I . '·-, It)""'"''----1-------A _D_D_I_T_I_O_N _ _, --JO I N EX I ST . STRIP I NG "'-i"~ ~ ~ IV),• < g i{j\) -f, ~ ~--~ I-cc ~ Y, I~ I\) I /., "' If. ~ . --··7 ' -. ENTRANCE TO REEF POINT l·Jl 1 (LT.) R26 _J 198 0 0 ' It) + 1 "',I ~ ''J' ~ _;_ I\? ·-~ ' . --- n R26 550' LANE REDUCTION 2 3 ( PLAN ' 'I. •:· ,' ; ', .. , • FORM DC-OE-90-PF (REV, 1/86) BOJS444 ' . FOR ,REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208" ' • EA • OE025I • ' . ' , )( I )( )( ---- )( )( >-co 0 w (I) i;j 0: " 0 w (I) > w 0: w ~ 0 0 >->-w co co ~o o ....1W W ::::, z ::.:: (.) (!) (.) ....I (I) w <CW I (.) 0 (.) SIGN NO. 0 1 2 3 4 5 6 7 CODE R26 R2(55) R26 8 . R26 10 11 12 13 r4 15 16 1,7 18 R26S R26 WI I (LT.l R26 OCTD PANEL ~t:i Sl;?:E ow (INCHES) 'l, LL . ~ ' 12x18 7 36x45 12x18 7 12x18 7 l2xl8 7 l2xl8 36 l2xl8 20x32 7 7 POST LENGTH 4" x4" 4" x6" 6" xf:t' · FT FT FT 12 17.25' 12 12 12 19.25 ,. RIB(RT) 19 ·• · R26(S) 12xl8 7 ... __ ,.-:; -.. -15:67 \...-. .... :.::· -__J UJ (!) z < 0 l-e::: UJ cc __J < \ 20 R26 12xl8 . .7 .. R26 12xl8 , 2-::z, -----t-=:---1 7 "' OCTD • -- 24 R26 25 R26 26 27 28 R26 29 R26 30 31 32 R26 33 R26 34 35 R2(55) R26 36 R26 37 , 38 39 R26 40 R26 • 41 42 l2xl8 7 12xl8 7 • 12x18. 7 12x18 7 12x18 7 12x18 7 36x45 7 12x18. 12x18 7 12x18 7 12x18 7 W75 , 60 . 43 1----+----i 7 R26 12x18 44 R26 12x18 7 45 46 47 R26 12x18 7 ,d.R R26 12x18 7. 49 FORM DC-OE-90-PF (REV. 1/88) '"''" 12 12 12, 12 ' 12 12 - 12 17.25 12 12 12 12 • 9.50 12 12' ',. -.-....... ROADSIDE SIGN I ONE POST (EA) 1 1 1 I . I REMOVE ROADSIDE SIGN (EA) 1 1 , I I ' ' REMARKS I I I TO REMAIN TO REMAIN TO REMAIN • ·• TO REMAIN - TO REMAIN. TO REMAIN ' i OCT.P. BY _OffHERS I ' I . I . 1 1 1 1 1 1 1 1 1 1 . 1 . 1 1 1 1 1 1 1 1 • I .I ' I I I • SIGN NO. 0 CODE PANEL ~ t:i SIZE ow (INCHES) 'l, LL • z POST LENGTH 4" x4" 4" xf:t' 6" x6" FT FT FT 50 R26 12x18 7 12 51 ~26/0CT, 12x18 7 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67. 68 69 70 R26 R26 R26(S) R18(RT) R26(S) R26 R26(S) R26 R26 R26 R26 R26 12x18 7~ 12 12x18 7 12 20x32 7_ 12x18 12x18 • 7 l2x18 7~ · 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 12 ,, i ' ' 12 12 12 12 12 12 12 15.75 15.6-7 ROADSIDE SIGN ONE POST (EA) 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 71 R26 12x18 7 12 1 REMOVE ROADSIDE SIGN (EA) 1 1 1 1 1 1 1 1 REMARKS OCTD BY OTHER~ -1---+---+----+--,-+----t---1---1----ir-----t----+-----if---------t 72 R26 12x18. 7 12 1 73 1 74 1 75 R2$ 12x18 7, 12 1 76, R26 12x18 7 12 I 1 77 1 78 1 , . R26 12x18 7 12 1 80 R26 12x18 7 12 1 81 1 82 R26 12x18 7· . · 12 1 83 R26 12x18 . 7 12 1 84 . _I 1 85 R26 12x18 7 -12 1 86 R26 'I 2x18 7 1 2 , 1 87 R26 12x18 • 7 12 1- 88 R26(S) 12x18 7 f2 1 89 , 1 t----+---,---,--t-----+--+---,-+---,-+---1---1---+----+-~--1----,-----t' R18(RT) 20x32 90 R26(S) • 12x18 7, 91 I 26i'OCTI 12x18 7 92 . 93 94 26/0CT R18(RT) - 95 R26(S) 96 R26(S) 97 R26 98 99 R26 12x18 7 20x32 12x18 7 12x18 7 12x18 12x18 7 FOR REDUCED PLANS • " . ORIGINAL SCALE IS IN INCHES .. 0 I ' 'I5.67 1575 15.75 t --.0 15.67 - 12 12 12 586: : 63. 71.25 1 I 2 ' • I 3 • I • 1 1 1 1 1 1 1 55 • 1 1 1 37 OCTD BY OTHERS OCTD BY OTHERS _ • SHEET TOTAL .. -- ' . POST MILES SHEET TOTAL DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS • 12 Oro ' I ,, 1·2.4/ 14-8," 79 144 ·. ~iOFESS104-1 • ~ •_;;.---.::.:.:. ~ . .f ILLIA '4: ,~ ~ .,. • :s C REGISTERED CIVIL ENGINEER ' /'] t-/HEEL!ER ~ J -2,\-°)'2.--~ No .• 4'ff24J · ';;; PLANS APPROVAL DATE it (3-::3,~95 * _ ASSESSMENT DISTRICT 88-1 • Exp. /. ORANGE COUNTY ENVIRONMENT AL "'-¢r;-, CIVIL ~~,,,_ MANAGEMENT AGENCY or c~1f • 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 cu THE KEITH COMPANIES 2995 REDHILL AVENUE COSTAMESA,CA. 92626 .. ' SIGN QUANTITIES :. PD-6 12208 EA OE0251 / - X X ' \ X >-m 0 w Cl) > w a: w ~ 0 0 w Cl) > w a: w ~ 0 ,--..._ 0 >->-w mm t-o o <i: w w ...J z ~ :::, (.!) (.) (.) -w ...J Cl) <tw I (.) 0 (.) :;:::: c::, r= <lit I-C: c::, 12. Cl) :;:::: <:it l:ll::: I- I.!. c::, I-:;;;: !.!.I a I-CC <:it 12. I.Y Cl I .... z .... -I UJ (.!) z < 0 l-a::: UJ a:! -I < J POST LENGTH , ROADSIDE SIGN 1---'~'---t REMOVE SIGN NO. CODE PANEL ~ l:;j SIZE o LaJ (INCHES) . LL 'u z 4" x4" 4" xff' 6" x6'' ONE POST (EA) ROADSIDE SIGN REMARKS 0 100 R2(55) R26 101 102 R26 103 104 R26 105 106 R26 107 R26 . 108 109 110 R26 1 1 1 112 113 R26 114 115 116 117 R26 118 R26 . 119 120 121 R26 122 R26 _, 123 124 R26· , 125 R26 126 127 R26 128 129 R26 130 R26 131 R26 132 133 36x45 12x18 12xl8 12x18 12x18 12x18 12x18 12x18 . - 7 7 7 7 7 7 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 12x18 7 FT FT FT 17.25 1 12 1 12 1 • 12 1 12 1 \ 12 1 12 1 ./ 12 1 12 .•· • 1 12 1 . 12 1 12 1 12 1 '12 1 12 1 12 1 12 1 134 R26 12x18 7 12 -1 . (EA) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 135 R26 12x 18 7 12 . 1 . I 136 1 I 1'37 .. R26 12x 18 -7 12 1 I I I 138 R26 "12x18 7 12 1 I \ 1----1-----+----+--+----+----+----f----f----+-----+-----+--------1 139 1 I 140 R26 12x 18 • 7 -· 12 1 I 141 1 t---+----'-+-···---+--+----+----+----f----f----+-----+-----+--------1 ' 142 R26. 12x18 7_ . 12 • 1 143 144 R26 145 R26 146 147 148 R26 149 R26 150 151 R26(S) OCTD 12x18 12x18 12x18 12x18 12x18 . 7 12 7 12 7 12 · 7 12 7 1 1 " 1 1 15.75 1 1 1 1 1 • I i I OCTD BY O~HERS . · I . i FORM DC-OE-90-PF (REV. 1/86) oo3\M44 SIGN NO •• • CODE 0 PANEL ~ l:;j . SIZE . o LaJ (INCHES) l, LL • .Z 152 26/0CTI 12x18 7 153 154 155 156 R26 12x18 7 R18(RT) 20x32 1571---'---'--+-----I R26(S) 12x18 7 158 159 R26 12x18 7. 160 R26 12x18 7 161 162 163 R26 12x18 7 164 R26 12x18 7 165 166 R26 12x18 7 167 R26 12x18. 7 168 169 170 R26 12x18 1 171 R26 • 12x18 7 172 173 R26 12x18 7 174 R26 12x18 7 175 R26 12x18 7 176 R26 12x,18 7 177 178 R26 12x18 7 W75 60 179-------1 R26 12x18 7 180 181 182 R26 •· 12x18 7 183 R26 12x18 7 184 185 R26 12x18 •• 7 186 R26(S) • 12x18 187 R18(RT) 20x32 R26(S) 12x18 R26 12x18 188 1-----+-----I OCTD 189 190 191 Wll(LTJ. 36 1-----+-----I R26 12x18 192 R26(S). 12x18 193 194 195 196 197 198 199 R26(S) 12x18 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 7 7 7 7 7 0 I POST LENGTH · 4" x4" 4'' xff' 6" x6" ··FT FT FT ' 15.75 • 12 15.67 12 12 12 12 12 12 12 12 12 12 12 12 12 9.50 12 12 12 12 5.75 16.00 12 12 552 94.59 36.75 1 I 2 , . I 3 I ROADSIDE SIGN ONE POST (EA) 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 54 REMOVE ROADSIDE SIGN (EA) 1 1 . 1 { 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 46 REMARKS OCTD BY OTHERS OCTD BY OTHERS SHEET. TOTAL <, -~ ~-il--. ; . ·.::1- ' f DIST. COUNTY ROUTE POST MILES-SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora ·12.4/14.a·SO 144 • ~1>-ClfESS/O,y-4: ~ . • • ' .,, -'v ---• ......, cs REGISTERED CIVIL ENGINEER " § ILL.IA '4: /1 HHEELER i 1-U.-~l.-~ 41243 ~ I-P_LA_N_S_A_PP_R_O_VA_L_D_A_TE _____ o\\-1< No. --3~_~3~,:.:=90-* _ ASSESSMENT DISTRICT. 88-1 , EXP--~~ ORANGE COUNTY ENVIRONMENT AL <1''1',,., --::-c_iv_iL~-fl...~~ MANAGEMENT AGENCY or c~\.1~\'i 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA,CA. 92626 / SIGN QUANTITIES. •· • PD-7 ~ ' / ( I cu 12208 EA 'OE025I ' • / ) 0 Ll.J >-Cl) ca > 0 Ll.J w a: (/) Ll.J Gi. ~ a: 0 w ~ 0 ' 0 >->-Ll.J ca ca <(I-0 0 -1W • w ::::> z ::.: (.) Cl 0 _J Cl) Ll.J <CW I (.) 0 (.) -z -_J LI.I ~ z <C 0 l-o:: LI.I m ...J <C ) . SIGN NO. 0 CODE PANEL ::::il l;:j SIZE ci w (INCHES) .. u.. · bz . - 200 R1 B(RT) 20x32 7 R26 12x18 201 202 203 204 205 R?R 12x18 7 206 R?R 12x18 7 207 R26 12x18 7 • 208 209 R?R 12x18 1 210 R26 12x18 1 211 R26 12x18 7 212 R26 213 1----'----I OCTD 12xl8 7 . POST LENGTH 4".x4'' 4" x6" 6" x6" FT FT FT 15.67 12 12 12 12 12 12 15.75 ROADSIDE SIGN· ONE POST· (EA) 1 1 1 1 1 1 1 1 REMOVE ROADSIDE SIGN (EA) 1 1 1 . 1 1 1 REMARKS. OCTDBY OTHERS ~(Q)~[Q) ~~@~ @(lJJfa\~u~u~ ~@ , . . .: . . --- ~©~ ~u~u~ [p) &fg{Trf ~ 215 R28 (SJ I2xl8 7 14.75 RIIA 36x2I 216 RII 36x36 7 14.50 I 217 R26 I2xl8 7 15.00 RIOA I8x24 218 R28 CS) I2xl8 7 12 219 -R44A I2x24 7 13.50 220 RIOA I8x24 7 15.00 I R26 I2xl8 221 RIOA I8x24 R26 I2xl8 7 15.00 222 R28 (SJ I2xl8 7 12 . I 223 R44 (Al I2x24 • 7 13.50 224 R28 (SJ I2xl8 • 7 12 225 RI I 36x36 l-----+--'-------1 7 16.75 RIIA 36x2I 226 RI 36" 7 14.50 227 W3 ( RT) 3611 7 14.50 228 RI 36" 7 14.50 108. . 'I76J7 16.75 23 6 SHEET TOTAL /. 1188 ~96.4• 126.75 ••• 132 •. 89 GRAND TOTAL ' . FORM OC-OE-90-PF (REV. 1/86) 8839444 . . FOR REDUCED PLANS (?RIGINAL SCALE IS IN INCHES 0 I i I 1 ' I 2 , . I ' 3 I I I ' • DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 12-4/ 14-8 • 81 144 ' . REGISTERED CIVILENGINEER / ~\>.(lfESS/0,11,4, .. ,# ILLIA '1' "' ~ 0 WHEELER ~ 1 -'l,l-")2,-"' ,., PLANS APPROVAL DATE "' No. 41243 "" ASSESSMENT DISTRICT 88-1 • -1< Exi,'.3:..3·1:.:95 * - ORANGE COUNTY ENVIRONMENT AL <I'~;-, CIVIL ~1'-"t- MANAGEMENT AGENCY -or c~\.I~" 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE -COST A MESA, CA. 92626 \ . SIGN QUANTITIES , PD-8 J r ) cu • 12208 EA OE025I \ .. - )( )( 1----1-----!I f 0 UJ >-en co· > 0 UJ UJ cc: en· UJ > <(1-UJ • cc: 0 UJ ~ 0 • ' ' 0 >->-UJ co co 1-o o <( UJ UJ ....I z :,,::: =, (!J () () -UJ ....I en <( UJ I 00 0 .... z .... -I . LlJ ~ z < 0 1-- 0::: UJ CD -I < / FORM DC-OE-90-PF (REV. 1/86) ._;_ ' . -·-·-. --~- i j' DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora ·12.41·.14.s· 82 144 -tt· j / · 1£/.,/,,.-.,..v,,,_ 0::::_/f//g,,,/41 • • ~~OfESS!O,t,4. REGISTERED CIVIL ENGINEER • ~ · ' §. IILLIA '½, /] HHEELER i 1-i.\-"')Z-~ 41243 ~ PLANS APPROVAL DATE i< No. . .. . . * ASSESSMENT DISTRICT 88-1 • Exp. 3-31-95 • - ORANGE COUNTY ENVIRONMENT AL <1'"4;: CIVIL 1t-~'"" MANAGEMENT AGENCY· . ~ ~<:S 400 CIVIC CENTER DRIVE WEST • ··· · _:,,,_ -=~ SANTI\ ""'" "/\ 9?7Q.,_.11.r,.119 • . THE KEITH COMPANIES 2995 REDHILL AVENUE · • COST A MESA, CA, 92626 LOCATION .. TRAFFIC STRIPE PAVEMENT -MARKERS PAVEMENT MARKINGS DELINEAT0R SHEETt-----------'---------.------------iDETAilt-----.---...--------··----+-----.---.------------1----------.------NO. • • THERMOPLASTIC REMOVE NON-REF REFLECTIVE PAINTED THERMOPLASTIC (CLASS I), . DESCRIPTION ITEM PD-1 TO 231+90 TO 241+.40 LT 8 RT 4" DOUBLE YELLOW LINE PD-5 242+44.TO 265+25 LT 8 RT • • " " " • " 266+60 TO 290+ 75 L"r 8 RT " ! II " " 291 +65 TO 325+24 LT 8 RT • " " " " 326+33 TO 348+90 LT 8 RT " " " " 349+82 TO 358+00 LT 8 RT . " " " " PD -I 239+80 TO 241+45 RT 8" SOLID WHITE STRIPE . ( TO <239+90 io 241+45.RT ' II I -·• ,· PD -5 • ' ... \ II ' I II " " r260'~ 70' TO 265+40 LT " II , ' II " '262+'30' to 265+40 RT " " " , " ( • f " " " " 266:.;.so TO 271+45 [T " " " 289+26 TO 290+81RT • ' " " " " 291+62 TO 293+17LT II· 'II II .. 291 +62 TO 293+25 LT II II ·-11 " ) • -_j 323+ 75 TO 325+30 RT " " " 326+·35 TO 327+92 LT II II II " ' .. ·' 347+37 TO 348+96 RT .. " " 347+41 TO 348+96 RT II ' II " " 349+77 TO 351+36 LT II II " " 349+ 77 TO 351 +32 LT II /" II " " PD ., I ,._ 231+90 TO 238+65 RT 6" SOLID WHITE STRIPE t TO 231+90 TO 241+55 LT PD - 5 242+40 TO 261+10 RT II II " " 245~20 TO 263+65 LT II II " " 29 29 29 29 .• 29 . 38 •• 38 38 38 38 38 38 38 .. 38 38 38 38; 38 I j 38 38 • 39 39, 39 6" f"lACI REMOVE 4"PLACE 8" PLACE 2" PLACE L.F. · .• SQ, FT. LF LF · LF 3800 9124 9660 13436 9028 3272 165 155 310 ·470 i. ,620 200 495' . . .. 310 . 155 163 155 157 164 155 164 155 675 965 1870 1845 (ALL) • TYPE A TYPE C TYPE D TYPE G TYPE H REMOVE PLACE REMOVE PLACE EA EA EA EA EA EA SQ, FT. 1-C0AT-SF 2-C0AT-SF SQ. FT. SQ. FT. 40 96 102 140 95 35 7. 7 .-.. 13 i J 20 26 8 21:- . 13). 7 7 . I. 7 7 7 7 7 7 I I '"\ I EA / .. ' , j . ,,. • \ _,. ,eJ , ..,. \ I 1------~~----=-------------+---~-_;_;. _________ .cc.·· -~· --;---,---+----1-----;---+-----1----;----+----1-----1---+-----1----;----+-----t-----1---+-----t------1 268+20 T0·29l+OOLT II II " " 26-6+35 TO 288t00 RT · II II " " \ 291 +63 TO 307+9.0'RT II II " " 294+45 TO 325+30 LT II II " " 329+15 TO 348+96 LT II II " " 349+ 77 TO 358-tOO RT II II " " 352+60 TO 358+00 LT II II " " 308+50 TO 313+50 RT • " " " 11 314+10 TO 346+10 RT " ,, ,, 11 TOTAL THIS. SHEET ACCUMULATED TOTAL ' " .. 39 39: 39. 39 39 . 39. _ 3.9. • • 39 • .39 2280', 2165 1627 3085 1981 823 540 500 . 3200 0 21,556 0 0 . 21,556 ' ·O FOR REDUCED PLANS OFIIGINAL SCALE IS IN INCHES \ \ ... 48,320 48,320 0 I ' 3,993 1 I 0 ·o 2 ' • I 0 0 ' 3 I 0 0 0 0 ) / 508 0 ' 0 0 0 0 0 .5.08 0 0 0 0 0 0 : cu '\. 12208 EA OE025I ' I ,, )( )( )( )( I >-CO 0 w Cl) [;j a: 0 w Cl) > w a: w ~ 0 ">-@ co in t-o o <( w w ....J z :,,:'. =>0 (.) (.) -w ....J Cl) <CW I (.) 0 (.) .... z .... ..J w .(!) z < 0 l-o::: UJ a:i ..J <C I ·, FORM DC-OE-90-PF (REV. ,1/86) " . I ' . ' \ . ' . ' ' • ' ... --...... . DIST. COUNTY ROUTE I / POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS .12 Ora I ·12.41 14-8' 83 144 REGISTERED CIVIL ENGINEER • THE KEITH COMPANIESj 2995 REDHILL AVENUE COST A MESA, CA. 92626 SHEET ___________ L_O_C_AT_I_ON~----------1DETAIL1-----· ____;___T_R_A_FF-'-IC--'_'--S_T_R_IP_E ___ -----'-_-...---"-P_AV_E~M_E_N_T_M_A_R_K_ER_S ___ --1-__ P_~_~_EM_E_N_T_M_A~R_K_IN_G_S_----1DEUNEATOR NO. • • THERMOPLASTIC REMOVE NON-REF REFLECTIVE PAINTED THERMO PLASTIC (CLASS I) DESCRIPTION ITEM ? 6'" PLACE REMOVE 4"PI ACi:: 8"PLACE 2"PLACE .. (ALL) TYPE A TYPE C TYPE D TYPE G TYPE H REMOVE PLACE REMOVE PLACE .• ' • · LF . • , SQ. FT. L.F. EA EA EA EA EA EA SQ. FT. 1-C0AT-SF 2-C0AT-SF SQ. FT. SQ. FT. EA PD-1 231+90 TO 240+45 LT 4" WHITE LANE LINE 12 855 18 TO 231+90 TO .240+45 R:r I! II " " 12 . 855 18 -PD-·5 234+85 TO 240+45 FT i1 • 'II , • II " 12 . 560 12, 2.43+40 TO 264+40 LT 8 RT II , II " " • 12 8400 176, 238+70•T0°240+45 LT 12 175 • 4 367+50, TO 289+80:LT 8 RT " " " " 12 8920 185 .. J 292+i63 TO 324+30 LT 8 RT • " , " " " 12 12668 263 t----+---3_2_7_+_4_2_T0_3_4_7_+_9_5_L_T_8_,R-'T ____ ,;,.._ __ +---"-·-'-, _" _-_-_ .. __ .. _~---+----'-'12"-'-. -1--,;,.._-+-----+----1·1--.!8:ce2::.e.l=-2-+------+---1----+----+----l----+--'-l?l_+-_·_~ ___ 1----+----+----+-----+------1 350+ 77 TO 352+50 RT , " " " " 12 • 173 4 ,__ __ _,_ __ 3.c....5_0'--+-'-7-'-7 TQ 355+50 RT " " " " 12 473 10 • 350+ 77 TO 358'+00 LT. ~ " " " " •• 12 1446 30 PD-I PD-2 PD-3 ·PD-4 .. PD-5 PD-1 TO PD-5. ... ·--·---,---------+------------+----'-'=---1----+----+----i'----'-..!....!.:::<...-+---+----l----l-----+-----ll----+-_:_:;__-1----1----+-----+----li----+---+----~ 241+45 ,To 242+40 265+40 TQ 269:+60. ': 290+80 TO 291+63 . 325+30 TO 360+25 348+95 TO 349+ 77 240+00, 241+25_ 262+40, 263+65, 265+10 268+40, 269+90, 271 +35, 289+35, 290+ 70 291+80. 293+10. 326+55. 327+80. 347+50 348+80, 350+00, 351 + 15, 242+65 . 240+00, 241 +25, 242+55, 243+80 289+40, 290+ 70, 291 +80, 293+00 323+80, 325+00, 347+50, 348+80 ~ 350+00, 351+15, 265+10, 263+75 262+45, 266+60, 268+40 . ' 241 +30, 242+50, 265+10, 266+65 290+ 70, 291 +BO 325+00, 326+50 348+80, 349+90 238+ 70, 240+10 259+35, 261 +35, 263+35 ., 350+40, 352+40 12" SOLID WHITE STRIPE " .. .. " .. .. " " • " TYPE Ill (R) ARROW II II II " II II II .. ·II II II " TYPE Ill (L) ARROW II II II .. II 11·11 .. II 1 II II"'; 11 . TYPE I ( 18) ARROW II 111 II I II II II ' " II II TYPE VI. ARROW II ,11 II ' II I II " " .. .. " " II .• • TOTAL THIS SHEET ACCUMULATED TOTAL \ 0 0 O_ 42,737 0 0 21,956 0 91,057 . 3,993 537'. 455 . 488 363 494 210 210 210 '168 168 168 168 168 126 300 150 150 150 84 I, 126 84 2,337 0 0 0 0 891 0 0 0 0 0 2,640 0 ., 2,337 0 0 0 508 ' 0 0 0 2,640 0 ~ & W~~v1~~u [Q)~[LD~~& u □@~ @(!l)&~u □u □~~ ., . ,/ " ' \ ( . FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I 2 , . . I ' 3 I . cu 12208 EA OEO251 " ; \ I • ' J - X X ' ' ' X >-co 0. w Cf) i;j a: w !;;: 0 0 w Cf) i;j a: w !;;: 0 '>-@co ~ 1-0 o <t:w -1z W_. :) C, ~ U-U _j (/) w <( W I uo u :;z 0 -1- <==t l-a: 0 Cl.. (I) :;z <==t C!!: I- L!.. Cl 1- 2 I.LI a: I-C!!: dC Cl.. L!.I Cl .... :z .... ...J LU C!) :z < 0 I-n::: LU cc ...J < F)RM DC-OE-90-PF (REV. 1/86) / 86 39444 I ! \ I ) ' l " . DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I __ , 12,.,4/".14-8 • 84 144 ~\\ClfESS/0,i,4. ~ ( . REGISTERED CIVIL ENGINEER § ~ILLIA ~ !.iJ WHEELER '% __ 1'---2,:_\-_l>-,--'2,,:;________ ~ No. · 41 243 ~ PLANS APPROVAL DATE ~A-::SS""E""ss""'r:=,E"'NT"""D""'IS""T""Rl""CT=-8""'8-.-l,----_---\\-1< Exp. 3-31-95 * ,_ ORANGE COUNTY ENVIRONr!.ENTAL .. r.1ANAGEMENT AGENCY 400 CIVIC CENTER DRIVE \'JEST SANTA ANA ·cA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE CC>STA MESA, CA. 92626 LOCATION TRAFFIC STRIPE , PAVEMENT MARKERS -PAVEMENT MARKINGS DEUNEATOR SHEET1----------------.----~------1DETAIL1---------------1----~----.----------------+----·------,-----------. • NO._ :rHERMOPLASJIC REMOVE NON-REF REFLECTIVE ' PAINTED THERMOPLASTIC {CLASS I) DESCRIPTION .-- . • • ' I • PD-I 240+45 TO 241+45 LT. 8 RT. TO 242+40 TO 243+40 LT. 8 RT. PD-5 266+50 TO 267+50 • 264+40 TO 265+40 289+80 TO 290-t80 291+62 TO 292-t62 324+30 TO 325+30 326+42 TO 327 +42 34 7 +96 TO 348+96 349+ 77 TO 350+ 77 ; C. ' CD-3 309+93 .. 309+05 SPL-6 REEF POINT PARKING LOT ' .. " .. 11 It .. " .. n II .. .. " II 11 .. " .. II II .. .. .. .. .. .. .. " ITEM 6" PLACE REMOVE 4'.'PLACE 8" PLACr= 12" PLACE !ALL) JYPE A JYPE C JYPE D TYPE G .. TYPE H REMOVE PL.ACE REMOVE PL.ACE 4" SOLID WHITE STRIPE 38 " " 38 " .. 38 II 'ti " .. 38 _, " .. .. .. 38 .. .. .. .. 38 " .. .. .. 38 .. .. .. .. 38 .. .. .. .. 38 . TOTAL THIS SHEET i 4ccUMULATED TOTAL i' TYPE I c'!5) ARROW .. . 4" WHITE LANE STRIPE • 4" DOUBLE YELLOW STRIPE 21 4" SOLID WHITE STRIPE 8" SOLID WHITE STRIPE 38 12" SOLID WHITE STRIPE TYPE Ill ARROW STOP (WORD) - • STATE PARK TOTAL THIS SHEET i • ' LF sn FT _ LF ••• • EA EA EA EA EA EA SQ, FT. I-COAT -SI 2-COAT-SF SQ. FT. SQ. FT. EA 400 400 400 4QQ 400 400 400 400 400 400 0 0 4,000 0 0 0 23,556 0 95,057 3,993 2,337 0 '• • TRAFFIC STRIPE .. , PAINT REMOVE 6" PLACE REMOVE 4" PLACE 8" PLACE 12" PLACE (ALL) -• LF SQ. FT. LF EA. • 0 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 50 980 6660 7,690 0 I -I ' 50 .- 50 1 I I 87 87 2 I 0 17 17 17 17 17 17 -17 17 17 17 • \ 0 0 0 170 0 0 0 0 0 0 0 0 0 508 ~232 0 0 0 0 2,682 0 PAVEMENT MARKERS PAVEMENT MARKINGS DELINEATOR (CLASS I) NON-REF REFLECTIVE PAINTED THERMOPLASTIC TYPE A TYPE C TYPE D TYPE G TYPE H REMOVE PLACE REMOVE PLACE EA. EA. EA. EA. EA. SQ. FT. I-COAT-SF 2-COAT-SI SQ. FT. SQ. FT. EA. 21 21 84 22 .Q 0 0 0 0 0 106 0 42 0 ~b\~~~~[J\[Jlf' [Q)~[L~~~b\tf~@~ @ (UJffe\ ~1r~u~ ~ ~ ,', . cu 12208 EA OE0251 - X ,. X \ \ 0 >-• ~ [Il > 0 LJ.J LJ.J a: {fJ > LJ.J a: LJ.J ~ 0 ----- LJ.J ~ 0 0 >->-LJ.J [Il [Il 1--o o <l'. LJ.J LJ.J ..Jz ::c: ::> <.!J () g {fJ LJ.J <l'. LJ.J I uo () x----..... z :::c _J ~ w 1/) (!) • -• a:: z w <( ' . > 0 0 z lr. (!) w 1/) m ~ . ;1 ::z Cl i== c:c I-CC Cl Cl. ci, ::z C:C r cc I- L.I. Cl 1-::z L!.I a I-CC c:c Cl. L!.I Cl X STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. PAVEMENT STRUCTURAL SECTION, TYPE 1 LOCATION 233+7B.B7 LT. TO 244+00 LT. 231 +91 . 40 RT. TO 244+00 RT. 244+00 LT. TO 257+00 LT. 244+00 RT. TO 257+00 RT. 257+00 LT. TO 270+00 LT. 257+00 RT. TO 270+00 RT. 270+00 LT. TO 283+00 LT. 270+00 RT. TO 283+00 RT. 283+00 LT. T0,296+00 LT. 283+00 RT. TO 296+00 RT. 296+00 LT. TO 307+90 LT. 296+00 RT. T0.307+90 RT. 307+90 LT. TO 319+42.33 LT. 307+90 RT. TO 319+42.33 RT. 319+42.33 LT. TO 332+00 LT. 319+42.33 RT. TO 332+00 RT. 332+00 LT. TO 345+00. LT. 332+00 RT. TO 345+00 RT. 345+00 LT. TO 356+00 LT. 345+00 RT. TO 356+00 --RT. AREA AC AB ASB SHEE[r NO.I CSF) CTONS) CTONSJ CTONSJ 14,672 532 961 1,112 L-11 20. 127 730 1 .223 1 . 434 L-1 • 13, 1 OB 475 651 BB5 L-2 • 13,000 471 756 656 L-21 10. 152 36B 664 B32 -L-3 I 3,B4B 140 364 512 .L-3 15,106 548 87B 995 L-4 • 13.294 462 631 941 L-4 46,663 1 , 713 2,793 3,213 L-5 47,194 1 . 710 2.694 3,277 L-5 51 , 170 1 .855 2,974 3,371 L-6 51 , 170 1,855 2,974 3,371 L-6 -49,550 -1 , 796 2,880 3,264 L-7 54,527 1,977 3,27B 3,693 L-7 46.504 1 .686 2,852 3,232 L-8 39,580 1,435 2,613 2,959 L-8• 16,900 613 -962 1,113 L-91 18,200 660 1,058 1 , 199 L-9: 23.372 847 1 .464 1 . 709 L-10 24,219 878 1 .555 1 , 765 L,--1 0 -------- TOTAL 572,356 20,771 34,BB5 39,733 PAVEMENT STRUCTURAL SECTION, TYPE 2, LOCATION AREA CSFJ AC AB ASB SHEET CTONSJ (TONS) . CTONSJ NO, 233+7B.87 LT. TO 244+00 LT. 3,717 94 114 146 231+91.40 RT. TO 244+00 RT. 5,946 104 140 207 244+00 LT. TO 257+00 LT. 7,066 179 242 359 244+00 RT. TO 257+00 RT. 7,800 198 267 397 257+00 LT. TO 270+00 LT. 2,861 73 99 140 257+00 RT. TO 270+00 RT. 1,800 46 62 92 270+00 LT. TO 283+00 LT. 7,803 198 267 397 270+00 RT. TO 263+00 RT. 5,622 143 192 286 283+00 LT. TO 296+00 LT. 5.255 133 176 260 263+00 RT. TO 296+00 RT. 4.981 146 213 349 296+00 LT. TO 307+90 LT. 7,140 1 B 1 245 363 296+00 RT. TO 307+90 RT. 7,140 1 B 1 245 363 307+90 LT. TO 319+42.33 LT. 6,914 175 236 352 307+90 RT. TO 319+42.33 RT. 3,210 81 110 308 319+42.33 LT. TO 332+00 LT. 4,319 110 147 220 319+42.33 RT. TO 332+00 RT. 5,950 151 198 306 332+00 LT. TO 345+00 LT. 7,BOO 198 267 396 332+00 RT. TO 345+00 RT. 7,BOO 198 397 345+00 LT. TO 356+00 LT. 4,742 120 -162 240 345+00 RT. TO 358+00 RT. 4,731 120 161 240 TOTAL 112,597 2,829 3,610 5,818 TEMPORARY ASPHALT PAVEMENT LOCATION AREA CSFJ ___ A_C---1 ___ AB_~SHEET CTONSJ CTONSJ NO, L-1 L-1 L-2 L-2 L,3 Lf-4 Lf-5 L'-6 U-7 L-8 L-8 U-9 U-9 L-10 L-10 STA. 267+50 RT. TO 300+00 RT. 26,250 666 1,424 STA. 291+25 RT. 2,590 66 141 STA. 315+00 RT. TO 327+00 RT. 25,200 639 1 .367 TOTAL 54,040 1 , 371 2,932 FORM OC-OE-90-PF (REV. 1/86) 86Js.iu I I .. , -.:...- MISCELLANEOUS CONCRETE CURB i GUTTER TYPE "B-2" LF CY SHT. NO. STA. 23B+1B.B7 LT. TO 244+00 LT. 572 35 L-1 STA. 231+91 .40 RT. TO 244+00 RT. 1 , 1 B6 73 L-1 STA. 244+00 LT. TO 257+00 LT. 1 .300 BO L-2 STA. 244+00 RT. TO 257+00 RT. 1 .300 80 L-2 STA. 257+00 LT. TO 270+00 LT. 822 51 L-3 STA. 257+00 RT. TO 270+00 RT. 1,263 78 L-3 STA. 270+00 LT. TO 283+00 LT. 1,300 80 L-4 STA. 270+00 RT.-TO 283+00 RT. 1 .300 80 L-4 STA. 283+00 LT. TO 296+00 LT. 1 .303 81 L-5 STA. 263+00 RT. TO 296+00 RT. 1 .303 81 L-5 STA. 296+00 LT. TO 307+90 LT. 1 , 190 74 L-6 STA. 296+00 RT. TO 307+90 RT. 1 , 190 74 L-6 STA. 307+90 LT. TO 319+42.33 LT. 1 , 132 70 L-7 STA. 307+90 RT. TO 319+42.33 RT. 1,555 34 L-7 STA. 319+42.33 LT. TO 332+00 LT. 1,234 76 L-8 STA. 319+42.33 RT. TO 332+00 RT. 1 , 198 74 L-8 STA. 332+00 LT. TO 345+00 LT. 1-~ 293 80 STA. 332+00 RT. TO 345+00 RT. 1 .307 81 L-9 STA. 345+00 LT. TO 358+00 LT. 1,302 81 L-10 STA. 345+00 RT. TO 356+00 RT. 1 .302 61 L-10 TOTAL 23,352 1 .454 CURB TYPE "B-4" LF CY SHT. NO. STA. 325+43.67 RT. TO 326+03.66 RT. 60 3 L-8 TOTAL 60 3 SIDEWALK PER DETAIL 1, SHT. CD-1 SF CY SHT. NO. STA. 231+91.40 RT. TO 241+32.27 RT. B,949 109 L-1 STA. 240+76.77 LT. CBUS TURNOUT) 550 7 L-1 STA. 243+12.77 RT. CBUS TURNOUT) 775 9 L-1 4 CURB RETURNS_ 2,563 31 L-1 ST A . 258+ 85 . 00 LT . CBUS TURNOUT) 2,657 32 L-3 STA. 267+60.67 RT. CBUS TURNOUT) 875 1 1 L-3 2 CURB RETURNS 1 .090 13 L-3 STA. 290+12.95 LT. CBUS TURNOUT) 550 7 L-5 STA. 292+30.45 RT. CBUS TURNOUT) 550 7 L-5 4 CURB RETURNS 2,330 28 L-5 STA. 324+53.79 LT. [BUS TURNOUT) 550 7 L-B STA. 324+23.79 RT. [BUS TURNOUT) 1 .OB5 13 L-8 2 CURB RETURNS 1,306 16 L-8 STA. 34B+27.3B LT. [BUS TURNOUT) 550 7 L-10 ST A. 350+ 45. 3B RT. [BUS TURNOUT) 550 7 L-10 4 CURB RETURNS 2,335 29 L-10 TOT AL 27 . 265 -333 WHEELCHAIR RAMPS SF CY 8 WHEELCHAIR RAMPS [CASE El 660 8 L-1 -1r 1 WHEELCHAIR RAMP [CASE GJ 72 1 L-B 8 WHEELCHAIR RAMPS (CASE Bl 660 8 L-1 -L-10 TOTAL 1,392 16 BUS TURNOUTS SF CY 10 BUS TURNOUTS 15,560 577 TOTAL 15,560 577 DRIVEWAY SF CY SHT. NO STA. 306+74.99 37B 5 L-6 TOTAL 37B 5 CURB TYPE "Al-6" LF CY SHT. NO. STA. 270 + 00 LT. TO 283 + 00 LT. L300 L-4 STA. 283 + 00 LT. TO 287 + 85 LT. 485 13 L-5 TOTAL 1.785 47 GRAND TOTAL 2,435 ( FOR R~DUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I , I , r . 1 SLURRY LOCATION STA. 231+91.40 TO 358+00 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I 12. 4,,/ 14.8 85 144 REGISTERED CIVIL ENGINEER,. ~~GfESStOJ\f,it ~ • ff WILLIAM '%_ c:;; WHEELER % ---1-]_,·U=.,..-_.")-'-'2,..--~-----1 ~ No. 4)243 ~ PLANS APPROVAL DATE -l-.""!"A~SS....;E.;..S....;S_M....;EN .... T--D--I-ST_R_IC_T_8_8 ___ I --~lit Exp. 3-3 l-95 * - ORANGE. COUNTY ENVIRONMENTAL ,J'/,;l't....__orc_iv_c1~--::, \\r;;,'1,.~,.,_ MANAGEMENT AGENCY "" - 400 CIViC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 SEAL TONS SHT. NO. 79 L-1 TO L-10 II.. CD-2 -TOTAL • 79 --- ASPHALT CONCRETE OVERLAY LOCATION TONS SHT. NO. STA. 231+91.40 TO 358+00 586 L-1 TO L-10 II. CD-2 TOTAL 566 REMOVE CONCRETE PAVEMENT . . . LOCATION SF SHT. NO. STA. 265+50 TO 296+00 21 .000 L-5 STA. 296+00 TO 304+50 17,000 L-6 STA. 319+42 TO 327+00 15, 160 L-8 TOT AL 53 , 1 60 OBLITERATE SURFACING LOCATION STA. 304+50 TO 307+90 STA. 307+90 TO 319+42 STA. 250+90 .RT. SUMMARY OF SF SHT. NO. 26,520 L-6 87,552 L-7 3,290 G-2 TOTAL 117,362 QUANTITIES Q-·1 cu !2208 EA OE0251 )( )( ' / I \ Cl w >-(/) (0 > Cl W w a: (/) w i;j ~ a: Cl w ~ .P '--Cl>->-W (0 (0 I-Cl Cl <I: w w ...Jz ~ 6~ WO ....J (/) <I: W I OCl 0 )(----~ ~ iii ~ er: ·z C w - > <( -0 0 z Ii: Q w II) ID w J a <( :;;i Cl REMOVE BASE AND SURFACING LOCATION SF SHT. NO. STA. 234+83.87 LT. TO 244+00 LT. 8,245 L-1 STA. 231+91.40 RT. TO 244+00 RT. 12,086 L-1 STA. 244+00 LT. TO 257+00 LT. 13,904 L-2 STA. 244+00 RT. TO 257+00 RT. 13,000 L-2 STA. 257+00 LT. TO 261+50 LT. -5. 065 L-3 STA. 257+00 RT. TO 270+00 RT. 4,934 L-3 STA. 270+50 LT. TO 283+00 LT. 12,676 L-4 STA. 270+00 RT. TO 283+00 RT. 13,255 L-4 STA. 283+00 LT. TO 287+50 LT. 42.088 L-5 SLOPE PROTECTION CC;ONCRETE OR A IR I TERRACE DRAINS STA. 346+92 LT. TO 348+20 LT. I BLOWN MORTAR) CY 10 TOTAL 10 STA. 283+00 RT. TO 296+00 RT. 41 ,688 L-5 STA. 296+00 TO 304+50 70~125 L-6 METAL BEAM GUARD RAIL STA. 319+42 LT. TO 332+00 LT. 34.683 L-8 LOCATION LF STA. 319+42 RT. TO 332+00 RT. 33.683 L-8 STA. 254+25 RT. TO 256+00 RT. 175 STA. 332+00 LT. TO 345+00 LT. 14,300 L-9 STA. 271+00 RT. T0273+50 RT. 250 STA. 332+00 --RT. TO 345+00 RT. 9.100 L-9 STA. 278+50 RT. TO 279+60 RT. 110 STA. 345+00 LT. TO 358+00 LT. -14,300 L-10 STA. 297+00 RT. TO 303+00 LT. 615 STA. 345+00 RT. TO 358+00 RT. 9.100 L-10 STA. 311+75 LT. TO 319+70 LT. 781 STA. ;311+78RT. 0 314+75 RT. 307 STA. 324+50 RT. 0 325+70 RT. 120 STA. 327+90 RT. 0 328+70 RT. BO STA. ;334+00 RT. 0 336+00 RT. 200 TOTAL 352,232 STA. 356+70 RT. TO 358+20 RT. 150 TOTAL 2788 COLD PLANE ASPHALT CONCRETE LOCATION SY SHT. NO. STA. 231+91.40 LT. TO 244+00 LT. 1 . 612 L-1 .STA. 231+91.40 RT. TO 244+00 RT. 1 , 612 L-1 STA. 244+00 LT. TO 257+00 LT . 1 .733 L-2 STA. 244+00 RT. TO 257+00 RT . 1 .733 L-2 STA. 257+00 LT. TO 270+00 LT. 1,733 L-3 STA. 257+00 RT. TO 270+00 RT. 1 .733 L-3 STA. 270+00 LT. TO 283+00 LT. 1,733 L-4 STA. 270+00 RT. TO 283+00 RT. 1,733 L-4 STA. 283+00 LT. To· 287+50 LT. _ 600 L-5 STA. 283+00 RT. TO 287+50 RT. 600 L-5 STA. 327+00 LT. TO 332+00 LT. 667 L-8 STA. 327+00 RT. TO 332+00 RT. 667 L-8 STA. 332+00 LT. TO 345+00· LT. 1 .733 L-9 STA. 332+00 RT. TO 345+00 RT. 1,733 L-9 STA. 345+00 LT. TO 358+00 LT. 1 .733 L-10 STA. 345+00 RT. TO ~58+00 -RT. 1,733 L-10 TOTAL 23.088 ,-REMOVE AND REPLACE ASPHALT CONCRETE CFJ FINAL PAY QUANTITY CNJ NOT A PAY ITEM AC (N) AB(N) CY SHEET ------ ---- -...L ---- REMOVE FENCE (TYPE B:\JJ I LOCATION LF 50' RT. STA. 242+83 TO 265+23 2,285 50' RT. STA. 266+00 TO 302+00 3.519 50' RT. STA. 314+00 TO 354+06 3.786 . TOTAL 9,590 REMOVE CONCRETE LOCATION CY 55' LT. STA. 291+25 (CROSS GUTTER) 22 LT. STA'. 290+70 TO 322+50 CLBCD 33" WATER LINE] 1,100 TOTAL 1,122 DIST_ COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I , 12,.4/-14.8 86 144 ~\I-Of ESS!O,v-41 ~ «: ' ~ WILLIAM ~ cif WHEEi ER '% -~]_--z,\_-~_1.--__ ~----;;,! No. 4f243 ';; RE(;ISTERED CIVIL ENGINEER PLANS APPROVAL DATE 1--------------\\{I Exp. 3-3(-95 * - ASSESSMENT DISTRICT 88-1 , ORANGE COUNTY ENVIRONMENTAL -MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 ' ,, ------------------- THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA. CA 92626 REMOVE METAL BEAM GUARD-RAILING LOCATION LF 85' RT. 302+00 TO 102' RT. 309+89 789 95' RT. 311+78 TO 95' RT. 314+00 225 1' LT. 301+14 TO 11' RT. 303+15 201 TOTAL 1,215 EARTHWORK SUMMARY ROADWAY EXCAVATION EMBANKMENT EXPORT 113,000 CY 72,000 CY 41,000 CY NOTE: NO SHRINKAGE FACTOR ADDED ---'---.. -. j:: c::c I-CC Cl Cl. en 2 c::c cc I- LOCATION AREA CSFJ t--CT-0-NS-J~-CT_O_N .... SJ....o--CF-J---,'I NO. ADJUST SAN. SEWER MANHOLE TO GRADE )( )( LL Cl 1- 2 w a: l-a: c::c Cl. w Cl STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. _ STA. STA. STA. STA. 231 +91. 40 231 +91. 40 244+00 244+00 257+00 257+00 270+00 270+00 283+00 283+00 327+00 327+00 332+00 332+00 345+00 345+00 FORM DC-OE-99-PF (REV. 1/86) S6 39444 LT. RT. LT. RT. LT. RT. /LT. RT. LT. RT. LT. RT. LT. RT. LT. RT. - TO 244+00 LT. 14.508 526 934 715 TO 244+00 RT. 14,508 526 934 715 TO 257+00 LT. 15.600 566 1004 769 TO 257+00 RT. 15,600 566 1004 769 TO 270+00 LT. 15.600 566 1004 769 TO 270+00 RT. 15,600 566 1004 769 TO 283+00 LT. 15,600 566 1004 769 TO 283+00 RT. 15,600 566 1004 769 TO 287+50 LT. 5,400 196 348 266 TO 287+50_ RT. 5,400 196 348 266 TO 332+00 LT. 6.000 218 386 296 TO 332+00 RT. 6,000 218 386 296 TO 345+00 LT. 15.600 566 1004 --769 TO 345+00 RT. 15.600 566 1004 769 TO 358+00 LT. 15.600 566 1004 769 TO 358+00 RT. 15.600 566 1004 769 TOTAL 207,816 7,54~ 13,376 10,244 L-1 L-1 L-2 LL-2 l!.-3 L-3 L-4 LL-4 LL-5 IL-5 L-8 l!..-8 IL-9 IL-9 IL-10 IL-10 I - ' ' LOCATION 54' LT. STA. 239+50 54' LT. STA. 244+50 54' LT. STA. 250+50 54' LT. STA. 256+00 54' LT. STA. 262+00 54' LT. STA. 271+00 54' LT. STA. 276+00 54' LT. STA. 281+00 54' LT~ STA. 306+93 54' LT. STA. 311+00 54' LT. STA. 318+00 54' LT. STA. 322+00 54' LT. STA. 325+~6 54' LT. STA. 329+90 54• LT. STA~ 333+90 54' LT. STA. 337+90 54' LT. STA. 341+90 54' LT. STA. 345+90 54' LT. STA. 349+75 54' LT. STA. 351+75 FOR REDUCED PLANS ORIGINAL SCALE, IS IN INCHES 0 I TOTAL 1 ' I EA 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 - 1 1 1 1 1 1 20 ' 2 I ' 3 I SUMMARY OF QUANTITIES Q-2 cu 12208 EA OE0251 X X x---- ,-'>• ' ' , ... ' X X . '-· 0 w >-(/) CD > 0 w w a: (/) .w > I-w ~ a: 0 w I-~ 0 '-. 0 >->-w CD CD 1-o o ~w w _J z ::.:: :J (.? 0 0-w _J (/) ~WI 00 0 I -I-'-z I _J (.!) w -(.!) lQ z w <( > 0 0 f-z ct: (.!) ' w '(/) ID w _J 0 <( :;;: Cl -I-c:c I-cc C ~ Cl) :2::: c:c cc I- LI,. Cl I-:;;;:: •• LI.I 2E I-cc c:c ~ LI.I Cl ' c:c -& cc C LI,. -....I c:c II C,,) LI,. C LI.I ~ I-c:c I-Cl) ~ - ' DESCRIPTION BIKE TRAIL --.. PAVEMENTS -AREA AC CSFJ CTONSJ 2,750 34 -4,350 54 ' 13.000 160 14,400 178 9.080 112 TOTAL 43,580 538 ACCESS ROAD 27,322 693 26.600 675 31 . 165 790 16,600 421 TOT AL 1 01 . 687 2.579 DATE SHAKE SHACK AND ACCESS ROAD 5,661 205 TOTAL 5,661 205 GRAND TOTAL 150,928 3.322 MISCELLANEOUS CONCRETE AB CTONSJ 106 169 504 558 352 1,689 693 675 790 421 . 2.579 329 329 4.597 CURB & GUTTER TYPE "B-2" LF CY SHT. NO. STA. 307+90.95 RT. TO 314+07.35 RT. 826 50 CD-2 -TOTAL 826 50 CURB & GUTTER TYPE "A2-6" LF CY SHT. NO. STA. 10+86.00 RT. TO 21+93.06 RT. 1 , 107 66 SPL-1 ENTRANCE TO LOS TRANCOS PARKING LOT 579 34 SPL-1 REEF POINT PARKING LOT 214 13 SPL-2 REEF POINT PARKING LOT ' 771 "46 SPL-3 .. REEF POINT PARKING LOT 230 14 SPL-4 . TOTAL 2901 173 CURB TYPE "B-1" ·· LF CY SHT. NO. STA. 310+03.84 RT. TO 31 1 + 94 . 95 330 10 CD-2 330 10 CURB TYPE "A1-6" LF CY SHT. NO. REEF POINT PARKING LOT 657 17 SPL-2 REEF POINT PARKING LOT 1 .263 32 SPL-3 REEF POINT PARKING LOT 323 B SPL-4 TOTAL 2,243 57 SIDEWALK PER DETAIL 1, SHT. CD-1 SF CY SHT. NO. REEF POINT PARKING LOT 2,255 28 SPL-3 CRYSTAL COVE ENTRANCE 1 .400 18 SPL-1 LOS TRANCOS ENTRANCE 950 12 SPL~1 TOTAL 4,605 58 WHEELCHAIR RAMPS . SF CY SHT. NO. REEF POINT PARKING LOT' 120 2 SPL-3 LOS TRANCOS PARKING LOT 120 2 SPL-1 TOTAL 240 ... -~4-·- DRIVEWAY APPROACH SF CY SHT. NO. LOS TRANCOS ENT. RD. STA 12+24.05 100 2 SPL-1 TOTAL 100 2 GRAND TOT AL 1 1 , 245 354 FORM DC-OE-90-PF (REV.' 1/86) B6394~~ ' ; : ASB SHEET CTONSJ NO. G 1 G 5 . . ... . . .. ----G-6 G 7 SPL+-1 I ' . · 891 SPL+1 0 SPL .!.2 0 SPL-'--3 0 SPL+4 891 I 372 CD-2 ' I 372 1.263 . -- - I ! . ' -. -- . ! ASPHALT CONCRETE AC DIKE, TYPE "A" LF TONS SHT. NO. STA 324+55 7B'RT. TO 326+00 79'RT 145 •• 3.5 G-7 STA 327+93 77'RT. TO 329+25 72'RT 132 3.2 G-7 STA. 302+20 365' RT. TO 302+55 405' RT. 70 1.7 SPL-1 TOTAL 277 84 AC OVERSIDE DRAIN . LF TONS SHT. NO. STA. 325+35 82' RT. BO 3.9 G-7 STA. 328+55 75' RT. 70 3.4 G-7 TOTAL 150 7.3 -GRAND TOTAL 427 16 ... -. . SEWER LOCATION LF SHT. NO. REEF POINT PARKING LOT [8" V;C.P.J 145 SPL-3 REEF POINT PARKING LOT.' [MANHOLE) 2 .EA. SPL-3 OBLITERATE SURFACING LOCATION SF SHT. NO. STA. 349+36 RT. & STA. 352+90 RT. 11,708 SPL-2 TOTAL 11,708 REMOVE BASE AND SURFACING LOCATION SF SHT. NO. ENTRANCE TO LOS TRANCOS PARKING LOT 5,805 SPL-1 STA. 301+50 [ENT. TO HIST. DIST.J 4,627 SPL-1 REEF POINT PARKING LOT· 291+80 280' RT. TO 302+40 395' RT. 79,570 . SPL-2,3,4 ··• 13,650 ·. SPL-1 • TOTAL 117.302 REMOVE BARB WIRE FENCE LOCATION LF SHT. NO. REEF POINT-PARKING LOT 62 SPL-2 REEF POINT PARKING LOT 17 SPL-3 REEF POINT PARKING LOT 146 SPL-4 TOTAL 225 REEF POINT 4" P.V.C. WATER LINE LOCATION. STA. 348+44 TO 352+33 FOR REDUCED PLANS ORIGINAL SCALE IS IN lr'\CHES 0 I LF SHT .. NO. 420 SPL-3. 4 TOTAL 420 ' 1 I ' 2 I ' 3 I . ------ . POST MILES SHEET TOT AL DIST. COL!NTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora I • J2.4 / ,14.8 87 144 • REGISTE:RED CIVIL ENGINEER ~RGfESSION,4 ~ .:;.---::.:"{ § ll.:.LIAM ~ t: WHEELER t l •~ s~~=~~ 7-2, -,,.,,, ,,.......,.,-,.,,-.....,....,,.,:-'::--=~=---c==------°" No. 41243 "' PLANS APPROVAL DATE 1-----------~\-I< Ex. 3-31-95 * - ASSESSMENT DISTRICT 88-1 ~ P ORANGE COUNTY ENVIRONMENT A~ "1,,, 0 ,,<::i'I.--~,-,. • MANAGEMENT AGENCY r c~\: 400 C"! v'rc CENTER DR IVE Wl:.ST ••• SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 DIRT PEDESTRIAN TRAIL LOCATION STA. 291+80 280' RT. TO 301+00 345' RT. • • SUMMARY OF LF SHT. NO. 820 SPL-1 TOTAL 820 QUANTITIES Q-3 cu 12208 EA OE0251 - X X x---- X X 0 >-. UJ rf) co > 0 UJ UJ a:. rf) UJ > I-UJ <l:: a: 0 UJ ~ 0 '>-@co ~ t-o o <l:: UJ UJ _j z ~ G (!) oUJ _j [fJ <l:: UJ I (.) 0 (.) & Cl -1-,::c l-a: Cl Q., en ;;;: ,::c = I- LL. Cl I-;;;: w aE I-CC ,::c Q., w Cl ,=:c -& cc Cl LI., :::i ,::c ~ .... :z .... ...J UJ (!) :z < 0 l-o:: UJ cc ...J < LL. Cl s~ v., ~ FORM DC-OE-90-PF (REV, 1/88) ,. "'" ' .• 27' 182' 35' 5' 88.80 5' 10' 12' 22' 20' 20' 20' 20' 20' 20' 15' 10' 10' 5' ~1-r-t----t---==---t-;--==------1---=-c__-t---~-1------'='~+---=-=-------f----=.:,::______+-....=..::....---1-~--+-~:___~:-.__j....:-=-.-4-'-'.~~ 20' 20' 20' 85.70--J 82.80-:---==p.----1 . -•. 80.30 ---"===r=IF>-------1 89.50' R=2.0' -I '- WAL EXPANSION JOINT ® 4 WEEP TOP OF WALL 86.70' ~ 85.80 -t---J_WEAKENED PLANElr--r--4-:-----1~ TOP OF SLOPE 81.00 ~ 7950 '---J-·--'-"''-'=1 • 78.701-f-'-~ -------.cf-'-_ I 77.90 HOLE (TYPJ @, DATUM ELEV. ( 76.20 75.40 ~--J-·~----t~-:."=..~"""---1-· ~74~-~5~0~:-, 70:--r-¥--73• 73.00 1---<a----74.40 BOTTOM OF KEY----- 72,20 . 71.80 [__==rJ---....:.--1"'1 -'-_ =_ =_ "-_-_ 1'1...!-.1::._ ~--:!...._ -J-;_ """"'<: c::::._fr □P Of F□□Tlflll:i B□TT□M □f F□□ TIM□ BOTTOM !lF KEY FINISH GRADE @ R /W 67---.-------------~----~--~---------=---------,--------------------, 355 355 356 ELEVATION SCALE: HORIZ. I" = 20: <-----'-----' TO LO'S ANGELES ' i N 52° 18' 51" W ROUTE ! ' LI ___ ) TO-SAN DIEGO • STA. 355125.00 <t_ ROUTE I 22· H=IO' _BP(KOFWP.LL 80' H=l2' .. -... -1----7 I EXISTING I • -1···· STATE PARK I RESTROOM PLAN SCALE: I" = 20' I I (PROTECT IN I L_ PLACEJ_ j QUANTITIES .=~~~--- VERT.· I" = 5' i --lf) Bl'ICK DF WALL 80' H=l4' 357 357 STA. 357 +42 00 ct. I ROUTE I 35' H=l6' r-'=F,.,..J B'::'A=R:::7':-'R~Ecc-lN""Fc=Oc-oRC=cl~Nc=cG-c'Scc'T='cE"=E'ccL-i-(="RE="T='._.,,W.""'Ac-cL"i'L,.,..J_--1~~--+----¥20 78 (F) STRUCTURE EXCAVATION (RET. WALL) 718 ' ' I • ' (F) STRUCTURE BACKFILL RET. WALL 1102 {Fl PERV/OUS BACKFILL MATERIAL (RET. WAL'LJ 77 WATERS TOP 4" ASBESTOS -CEMENT DRAIN PIPE -- FENCE (Fl FINAL PAY QUANTITY \ FOR REDUCED PLANS 0 . ORIGINAL SCALE IS IN INCHES 50 .... 24 269 1 2 3 358 -----:.1- 358 . CURB .... ' • \ DIST .. : COUNTY • ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora I 1 2 .4; 1 4. 8 • 8 8 REGISTERED CIVIL ENGINEER . ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENT AL MANAGMENT AGENCY 400 CIVIC • CENTER DRIVE WEST SANT A ANA; CA 92702-4-048 THE KEITH COMPANIES 2995 REDHILL AVENUE COST A MESA, CA 92626 R/W L.O.L. FENCE CIVIL or c~\: -6~' MIN.L TOP OF SLOPE INTERSECTION LI H T .-,s,~ - -~· • ... ..... : . .. .. '• ,. ,, ., 144 FINISHED GRA/ --l-'r-li--,-'--TYPE 2 RETAINING WALL 1'-0·~%~~ ,.......,_'==:..__ ....... ___ ..., ·' TYPICAL SECT/ON NO SCALE FOR DETAILS NOT SHOWN AND - DRAINAGE NOTES SEE DETAIL 83-8 STRUCTURAL BACKFILL BEHIND WALL SHALL HAVE A SAND EQUIVALENT OF 20 OR GREATER .. RETAff\J/f\JG WALL PLAf\J-R--I cu 12208 EA OE0251 . ' j X x---- _,_-_, ' . -, X ··-• X , --..::, 1----+---t 0 Ll.J (f) >-Ill > 0 Ll.J Ll.J . a: (f) > Ll.J a: Ll.J ~ 0 Ll.J ~ 0 ">-~ Ill 5:j f-o o <i: Ll.J Ll.J _j z ~ =i (!} (..) (..) -_j (f) Ll.J <i: Ll.J I (..) 0 (..) 2: Cl i= c::c I-= Cl -z -_J LLJ C.!) z < 0 I- 0::: LLJ '° ...J < \ \ DATUM ELEV. 90 I 334 334 35' -T□P □F WI\LL TOP Of F□□TIMG BOTTOM Of FOOTING 10· 80' 20' 20' --· --- ..___BOTTOM OF KEY ELEVATION SCALE: HORIZ. 1"=20' VERT. 1"=5' 30' 20' 10' • FINISHED GRADE • AlJDE OF WALU • . I _ WEEP I-IDLE ( TYPICI\L) ~ _TOP Of SLOPE --· • I ,336 R / W"""\ -------,------'--------------~A-'----~----- TO LOS ANGELES . lO ROUTE I 3 5 TO SAN DiEGO tO . -· 0 ·-\!I . 0 \!I . cuRB 336 CURB R/W . T'l'PICFIL<h '--'---!-----------..__,..-- ' SECT~□ N I a') (\J STA 335+65 N52"18'51"W L.O.L. - - --· --·--· 6" MIN. FENCE TOP OF SLOPE INTERSEC :;:::::r,~----~ I' --.L.. .. TYPE IA RETAINING WALL 0- Cll :;;.: ,=i:: cc I- 33 +50 EG WAL LOL 84.0 RT. 334+50.00 •• ST 334+85 ct_ ROUTE I ROUTE I 335+95 00 END WAL LOL. I.!. 0 I-:;.: w a: I-CC c::c O-w Cl ,=i:: -;;:a:: cc Cl I.!. -..I c::c (.) I.!. Cl w I-,=i:: I-Cl) ROUTE I U\'fl)\.li \.IN'c. \ ' FORM DC-OE-90-PF (REV, 1/86) ""'" FACE DF WALL 100· H = 6' . QUANTITIES DESCRIPTION LL LL ,- 4" ASBESTOS -CEMENT DRAIN PIPE FEN E \ \ \ L.F. 58 68 81 -13 12 9 145 84.0 RT. 335+93',50 20· LAr ROUTE I • our LINE .. LB ' I FOR REDUCED PLANS ' H BO- 3-1 FINISHED ,GRADE·· . _l'.~0" MIN. 0 .TYPICAL:SECTION NO SCALE --• FOR DETAILS NOT SHOWN AND DRAINAGE NOTES SEE DETAIL B3-8 STRUCTURAL BACKFILL BEHIND WALL SHALL, _ HAVE-ASANO EQUIVALENT OF 30 OR GREATER. • 1 2 3 ORIGINAL SCALE IS IN INCHES • ,I .. DIST. COUNTY ROUTE 12 Ora REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12-4/ 14-8. 89 144 OfESS/0 LLI fi ~-~H=E=E=L=E~R_ ~ 1-i-\-C>)Z... "' 41243 "' -PL_A_N_S_:Ac..P-PR"""O-V~_A-c-L-D""'A=TE=-------II. No. ~~..c.=.,.,.,... THE KEITH COMPANIES 200 BAKER STREET COST A MESA, CA 92626 I xp. 3_:31.:9 cu 12208 EA OE025.I \ I >-m Cl w (/) > w a: " Cl w (/) > w a: w ~ Cl Cl>->-w m m I-Cl Cl <tw w ...J z 'j ::, CJ -L. t) -t) ...J (/) w <tw I 0 Cl 0 ~ .... :c :z Cl ,... .... ...J CJ) LLJ et: Cl LLJ :z > < 0 0 :z ~ Cl et: .... LLJ CJ) CD LLJ ...J Cl <C c:t -:::;:;: ~ C) I.!. --I c:t ~ I.!. C) FORM DC-OE-90-PF (REV. 1/86) '""" I ' ' I ' EXIST, ; L -_,_J 'b DRAINAGE 1 INLET ,_, R=25.00' 6:90°00'00" ----1 L:39.27' T=25.00' ' - = == = = = = =-== === -=== = --===i 555' /0 '/ ,/'/ .1.e E 16~'1l.oo /;, see 6lA72= T:toJ i ABOv'&' f?/G,1-/Tx . x U / • ,SEE SHEET X-1 FOR • LOS TRANCOSPARKIN§ .. • LOT ACCESS ROAD· .... _ •• /TYPICAL X-S~ON 0 ~ //'--"-:,:,:; / N.T.S. ezs' _/0 ,,_ '70. 00 8.C, FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 cB ec 1 2 3. EXIST. CURB 8 PAVEMENT TO BE REMOVED ---1 -..._____ d = I' SECTION C-C N,T,S, DAYLIGHT 8 SHAPE TO EXISTING GROUND JUTE MESH I DIST. COUNTY ROUTE POST MILES TOT AL PROJECT SHEET TOTAL NO. SHEETS 12 Ora ~ -REGISTERED CIVIL ENGINEER 12-4/ 14-8 90 ()FESS/ LLI 2; • EELE '-'-' "' No. 41 243 1-P __ L_A_N .. S_A_P_P_R .. o_v_A.;.L .. D=A.,,.T,;,E _______ l\* 3-31 . 9 ASSESSMENT DISTRICT 88-1 Exp. __ _ ORANGE COUNTY ENViRONMENT AL CIVIL MANAGEMENT AGENCY or c~1: 400 CIVIC CENTER DRIVE WEST SANT A ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTAMESA,CA.92626 CON1STRUCTION NOTES SIDEWALK SEE DETAIL I, SHT. CD-i. WHEELCHAIR.RAMP N8-B CASE E. 144 ) , cu 12208 EA 0E0251 JACQUES'S -177C0,23JPF• 3014 70 05-Apr-90 01•12 PM/ 3014-999 • )( i i )(---- I )( ·)( I 0 w >-(/) co > 0 w w a: (/) w > --~ w a: 0 w ~ 0 ' 0 >->-w co co 1-o o <( w w 52::.:: (.) CJ (.) _j (/) w <CW I (.) 0 0 z:: 0 -I- c::t I-cc 0 D.. Cl) Z:: <llC cc I- I.I. 0 I-Z:: LI.I a I-cc c::t D.. L!.I Cl • cit -Z:: cc 0 I.I. -..., ca: c., I.I. 0 0 l-a:: UJ cc ...J <C ~ ,~ cit I I- U) @ ' ' 'v-... ~"v-. ✓ "" ·--~--····- .. ----------~--------- z oz-b:---. _ • to."' · '\Le ~i •• -<\i. --__ --. -------01.P. • '1 '>:!q - Vv•.r JI • -w-./'""'"""~~......,,-v-w-✓-)"""'\\ ~~~~-.,.__-~ -~"'~,y~·v, 'No"), ~',.yy,.f~~-.,-A\0·,t~-~~✓~"'-::i\O(J'f!,,."'.-,,rv,,~ ::::: -,,, ·_r/~' .1 ,,_ -~io":'· 'f&' -- _______ ,,-----~-=-=-=-~--=-=--=----=-· --~~------1-!OCP --·-·· -' /,o.<;:5--- __ __:__--,---------------" -·:-----·--"'--,_..-· --------------------II ---·-------104-----· -----------/05. / J------~=~-=--=~-~,~~--_:::.::;~-=~::::: -~==-_= __ -::-:-=--=-=---=-==----=-~-=-=·:··:-==-_~_;;.:c_::. = .. ;:_~-~-=-:-~~-:-=--~-:~--~~~7:::_:_:_,.., .. ::.::-:-,:,..72,==-:=-'0L_- i ; ' .;,_" ·-- ! ~-__ C01)15TRUCTION NOTE~ ~· -~ ----=::::-~ ----::...=..=-==-===-=-=~=~~~~ .... -// j >i?.3 .. ____ ~ ( -' -- ··I-· ~ i. _i. ~'~C~e,;-"--:-;::::~ .. -~---~-=r/0:,t:~~~~-I-"()" ;,____{p_<)_,..',--re" ·--/'U -J --- - - - ' . ·' :, °'°' .,. PROTECff EXISTING=--- RETAININII G WALLS_ AND RAIUING , I :) -- / -------·---·---. ( --------·---·- \ 1----~ \ ----~ ~ ~-;$· + SEE SHEET SPL~FOR AOOr~ L HORIZONTAL OOf\JTRO . . ' j \ 0 1 / 2 3 / ----~ SCALE: 1" = 20' 2 ---- ~ " r µ- FORM OC-OE-90-PF (REV. 1/86) _,._. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208 EA OE0251 )( )( )( >-ID 0 w (/) > w a: w ~ 0 2: C) i= c?iC I-= C, Cl. Cl) ~ c:t cc I- LL C) 1-2 L!J a I- CC c:t Cl. L!J Cl c:t -2 cc C, LL --I c:t c.:i LL C) L!J I-•, 'c:t 0 w (/) > w a: w I-<( 0 .... z .... ..J LU (!) ·z < 0 l-o:: LU ID ..J < ' .. 'C-i Cl) @ FORM OC-OE-90-PF (REV. 1/86) oo39-W4 -.. -- SEE SHEET SPL-5 FOR ADDITIONAL HORIZONTAL CONTROL. • / •FOR REDUCED PLANS 0 / ORIGINAL SCALE IS IN INCHES 1 2 3 I / I /2 .• I 1 1 r ,.,. ~ / STA 1 E PAR ' ,, SCALE: 1" \ PL cu 12208 EA OE0251 \ I )( )( )( ' ' 0 w >-(J) Ill > 0 w w a: (J) w > I-w <( a: . 0 w ~ 0 & Cl -I-c:t I-a: Cl a. en & <!it m: I- !..!. Cl I-& L!J al I-cc ' c::i:: a. L!J Q c:t -& cc Cl I.!.. -...I c:t C,) I,!. Cl L!J I-c:t I-en 0 l-o:: LLJ 'ID ; ..J <' ' -·-·. Q5 i @ ) '\ \ FORM DC-OE-90-PF (REV. 1/86) j \ EXIST. 6" ABS . 'v) SLEEVE . 0 , ~--+0 I ---- / 6,.P. 0 I - - - - EXISTING JUNCTION STRUCTURE ~ JUNCTL?N STRlJCTURE DETAIL . 0· .. +<o - /~ •• ~ I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ----90 ···_;.-,--. ~ --------- CONTRACTOR SHALL + ~ DETERMINE EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO START OF CONSTRUCTION. a , 2 3 ;...--:: --. ----- /?, ~~(),j: // ·~ I cu COUNTY Ora ROUTE POST MILES ,, SHEET TOT AL TOTAL PROJECT NO. SHEETS . 12-4/. 1 4. 8 '-93 144 ' , ____ "' CIVIL OF C~I: I -~ - --"t-=1 . ~" 1 J5TATE ARK +0 SCALE \ \ 12208-EA OE0251 X X X X ' ~--+--"1-141 + 00 >-[ll Cl UJ U) > UJ CI: '-Cl>->-UJ [ll [ll I-Cl Cl <UJ UJ _.z ~ :::,o c, o -UJ ...I U) < UJ I OCl 0 & Q -1-c:t I-= Q Cl. en & c:t cc I- L!. Q I-& LU a: -z -...J LLJ (!) z < 0 I- C:: LLJ CD ...J < 0 ,..: st 0:: r-: -0 (I') +I': C\J st st r<l r<l C\J DATA 0 DELTA/BEARING RADIUS LEN./DIST, (v N 37°41'09"E 92,00 @ 122°00'00" 59,00 125.63 @ N20°18'51"\./ 43.00 0 122°00'00" 45.00 95.82 @) N 37°41'09"E 32.50 @ N52°18'51"\./ 50.00 0 17°11'19" 162,00 48,60 @ N 35° 07' 32"\./ 35. 00 @ 36°45'53" 118,00 75,72 @ N71°53'25"\./ 46,24 (i}) 18°'17'02" 122,00 38.93 @ N63°36'23"\./ 41,13 @J 122°00'00" 40.00 815.17 (BJ N 20 ° 1 8' 151 "\./ 43, 1 4 @ 122°00'00" 60.00 127.76 @ N 37°41'09"E 15.97 @ 166°29'40" 20,00 158,12 TANGENT 106.44 81,18- 24,48 --39, 21 19.63 72. 16 108.24 168.91 6.34 -. CD I-. co _a:: 1-o -z Ul +<Tl--r--r<iOX stC\J,W r<l C\J 0 I-CC c:t Cl. LU Cl @ 103°29'37" 6.00 9.03 ,1--;;--+-------+------1-------------t @ N62°19'34"\./ 14,159 11@ N 37°41'09"E 9,00 ::S I @ 89°159' 17" 61.60 80.89 ~ ~ -e N 36°28'67"E 13.00 Q !:!:: nr I © 90°00' 00" 2,00 3, 14 ~ rtJ 2 2 4 N63°31'03"\./ 901 •. o0o0 _ ~ ~ N 36° 28' 67"E Q 1 @I N 153°31'03"\./ 69.00 151 , 49 2.00 -~ ~ ~ • 1-r@--=27-+-N_36_•~2~8_' _67_'_'E ________ 1_2_. _oo_-+--------1 ui~ .@ N63°31'03"\./ 1115,72 -~:J @ N 83°31'03"\./ 30,00 @ N 153°31'03"\./ 40,00 FORM DC-OE-90-PF (REV, 1188) ""'" I - \ DATA DELTA/BEARING RADIUS LEN./DIST. TANGENT ' 163°62'20" 49100 140. 15 346.85 ' 73°152'20" 15100 6,415 3.76 N 36°_28' 57"E 12, 13 N1 53° 31_' 03"\./ 214,00 90°ob•oo" 15.00 7,815 6,00 N 152° 18'61 ''\./ 77.00 • 17.0 1 1 ' 19" 148(00 ' 44,40 22.37 36°415'63" 132100 84.70 43.87 -18°·17' 02•· 108,00 34.46 17.38 N 49°153'42"\./ 214,02 N 37°41'09"E 14,215 84°115'39" 5loo 7,36 4.62 79°21' 10" 45 00 62,32 37.33 73°43'42" 25 00 32. 17 18.76 08°12'46" 134 00 19,21 9.62 36°415'63" 106 00 36,23 08°1515'32" 174 00 27. 11 13.68 .88°23'67" 15.00 7,71 4.86 N 44°20'63"E --· • -j" 115.07 05°39•44" 1941,00 22.66 11 , 29 ' N 62° 18' 151 "\.I 10,00 N 37°41'09"E 115. 00 7.00 90°-00' 00" 23,156 115,00 N 37°41'09"E 2.03 122°00'00" 30.00 63.88, 64. 12 N 20°18'61"\./ 42,815 76.96 41 . 29 64°38'02" 6.64 3. 115 141°115'25" 30!.oo 73.96 85,32 0 DELTA/BEARING N 27°16'32"E 10°24'37" N 36°2e'57"E 138°t36'26" 82°49'09" 138°35'25" ' N 36°28'57"E N 53° 31 '03"\./ N 53°31'03"\./ N 37°41'09"E 82° 49' 1 O" 180°00·00" N 20°18'52"\./ r8 41 ° 23' 62" 41°23'62" N 20° 18'50"\./ 08°42'69" 146° 16' 14" 78°12'31" N 40° 06' 18"E N 49°63'52"\./ N "37-0 06' 18 "E 93°00'00" N 49°63'42"\./ N 40°06'18"E FOR REDUCED .PLANS ORIGINAL SCALE IS IN INCHES 0 I II;. P.C.H. 349+36.38 REEF POINT ACCESS 0+00.00 ROUTE J \ ' DIST. • COUNTY • ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I .12-4/ 14-8. 94 144 -D------''--------'-------'-----,----..._ _ _._ ___ ll u/lL~ • w// REGISTERED CIVIL ENGINEER ~11_QfESSi0,11-I'. ~ -..:.;--:.:.:: ( ff ILLIA '½, $f t-JHEELER %, "-' en "' No 41 243 "" PLANS APPROVAL DATE • i< C ·-· -·· ~A..;.S .... SE_S_S_M_E_N_T_D_I_S_TR_I_C_T_8_8 ___ 1 -,-. ---I.I • Exp .. 3:..·3 (.;gq * -:- ORANGE COUNTY ENVIRONMENTAL J'~;: ..._c_iv_iL--. i..'1/-'"' • MANAGEMENT AGENCY . ' or c~\.i,ll 400 CIVIC CENTER DRIVE WEST ' SANTA ANA; CA 92702-4048 --------,,----~----,--,-------.--------~.-----t 350~00 351+00 352+00 353+00 354+00 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 DATA RADIUS LEN./DIST. 315.00 5.00 25.00 25.00 6,00 53,00 66.00 -' - 78.00 5.00 16.00 5.00 1 ' --I 40.39 15,36 26.46 12,09 36 .l4 - 12.09 --1 1 • 50 ' 10,00 14,00 26,46 36. 14 18.86 37.04 38.29 46.96 315.96 11 • 87 12,68 20.47 26.46 60. 10 12.76 8. 12 50.78 13,00 2 I . TANGENT 3 I 3, 19 13.23 .22. 05 13.23 22,05 20.03 24.56 6,94 16,98 12. 19 6.27 ---_,_ -· . - . ' \ ------ SIDEWALK DETAIL SCALE I"= 50' STATE PARK LAYOUT . SCALE: 1" -50• SPL 5 999 cu 1.2208 EA OE0251 X x---- --- I X ' ' \ X - " --, \ ' ,,..:.,";:-' :,,', :~9"-,;"';;._il,';;¢;~.r. •-. ENTRANCE TO WISHBONE HOTEL ~--...::=:======::.===::====================--. • DIST. COUNTY ROUTE '· POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS -12 Ora I .-.l?.4/,:'14 8 95 144 ~11.0fESSi0,1',i "' { § WILLIAM '½, 7 -"U-"'>2--l£ WHEELER i REGISTERED CIVIL ENGINEER • ~ 41243 ~ PLANS APPROVAL DATE No.---'-'-"'-'-""--- ASSESSMENT DISTRICT 88 --l< Exp.3-3 l-95 * - ORANGE COUNTY -ENVIRONMENT A cl'~tf" CIVIL <::i'I:-"-'"" MANAGEMENT .AGENCY or c~'-1' 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 ROUTE I (PACIFIC 90AST HIGHWAY) g l-----+--..!:l~14-t..,.+_o_o ___ -_3_4_2.-+ '0_0 _____ 3_4_3~~-0-0--__ 3_4_4.....,+_0_0 _____ 3_45-,~oo-345-i-do --3-4-7~-i-_0_0 _____ 3_4_8+~0--o---, __ 3_4_9~+_0_0_6_,____,_ ___ 3_5_0_+~00--------,--'-' 3.,.-5-t ~,---0-0 ____ 35-2.-+ ·0_0 _____ 3_5_3-.-i-_o_o __ - ' . 354+00 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 >-[Il Cl w [/) > w a: w !;i: Cl '-- Cl w [/) > w a: w !;i: Cl Cl>->-W CD CD t-Cl Cl <( w w _Jz:.::: [SCJ u _J [/) w <CW I UCl U I-:r: z (!) ...J -1/) w 0:: (!) w z > <( p 0 z I-(!) 0:: en w w m a _j <( ::!!:: Cl -I-c:c I-cc C CL. Cl) ::!!:: c:c cc I- LL Cl I-::!!:: w a: I-cc c:t CL. LI.I Cl • c:t -::!!:: cc Cl LL QID -...I c:t ~ ~ LL Cl C) LI.I I I-c:c I-c,:, ~ SEE SHEET PD-5 FOR PAVEMENT DELINIATION ----· I I 24 @ 10' = 240' ' ~- -.------.-------i\ 2~~.ITITITITIT 11 IT FT IT rT IT ,___.,_ ~ '"· . .., 24' 1-1,--__L(9::!.J!gffil_..!110~'-==:...!l;;l.90!,L' ___ -'-l __ _.r1 ~ 37 ; --~ r " 20· r T ~-1!0 13· 3; W-i-+--1-1--1-1---1-++I--H-HH-t+-t--'l l· 20·( \ J Q~ / ,........_. _.,· i--i--H_ e! 128' \..; I --\. ' ~---t~r--:-::~:----"--~ 24' _ /-Jw.J A.+00 @-11111111uuuuu 111u"-~uur--3Z _J_ ___ \..-1 .Ll_L..L.12-0L@..L.110_'L=_J_2_j0_0L' J_J_L_L...1'--'-...L.-! .. ~I =;1..L. +" 29 @ 10· = 290' .. \ CONSTRUCTION NOTES PAINT 12" SOLID WHITE STRIPE 8 PAINT "STOP" PER CALTRANS STD. A-24D. 12" SOLID WHITE CROSSWALK LINE PER CALTRAN-S STD. A-240. PAINT TYPE III (L) ARROW PER CALTRANS STD. A-24A. PAINT TYPE III (R) ARROW PER CALTRANS STD. A-24A. 4" DOUBLE SOLID YELLOW PAINT STRIPE PER CALTRANS STD. A20-A, DETAIL 21. CHANNELIZING LINE PER CALTRANS STD. A20-C, DETAIL 38. PAINT 4" SOLID WHITE PARKING STALL LINE. E] A20-A DETAIL I. PAINT 4" SOLID YELLOW STRIPE (LENGTH = 7') 8 RI -SEE SIGN iNFO ON SHT. PD-8 --.. -. 35 ~ \ 37 ~ REEF POINT FORM DC-OE-90-PF ,(REV. 1/86) 8639444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I .--· 1 1110· = 1q·1 ti ·==1=s=-1~,o!.....· =--= 1!.Q.s!:!.:o· __ --JI _ r -1 r J TT fT TT TT TT TT n;-n 1Tlf"'1 I _ _L_ l-,--~, I 11 I I I I 11 I I I I LJ LI LI Li'+--...___ ) rl 7 @ 10' = 7Q'I r' ;-;-~,5~@l~f~O'--==i;f52..!,!0~· ----J, ~ ---'>-J ; ' "" rt I I l I I I I r-1 T l l l l I I I I I ~ \ , ,, (' 11111 J I ,33\..., ~.,, 11111-l-j _.., /' J \~ 11:111111111·,,,:1111 y ~oo· -· = I • -----------• ::J/ / =-!10\-,----------_ T~-------r I I l I I I 1-1 I -I I I I I I I I I I / .- LI J_j _u j_J j__J j_J _LI _LI _LI _LI _J ' 2 I . 3 I • ., STATE PARK LAYOUT SCALE: 1" -50' SPL · - 6 . cu 12208 EA OE0251 1, '- X X x---- ' --,, X X ,::, ' " ~ 0 >-UJ Cf) co > 0 UJ UJ a: Cf) UJ > I-UJ <( a: 0 UJ I-<( 0 '--0 >->-UJ co co 1-o o <( UJ UJ _J z ::.::: ::, C, (.) 0 -UJ _J Cf) <( UJ I (.) 0 (.) :.;: C j:: c::.t I- CC C I:!.. (I) :.;: c::.t cc I- LL C I-~ w a I- CC c::.t I:!.. w Cl c::.t -~ cc C LL -...J c::.t Col LL Cl w I-c::.t I-(I) ..... z ..... -l IJJ (!) .z < 0 l-o:: IJJ a:i . -l. < ~ I @ IL z iii a: \;; <I) <( z (j 0 w-0: I-ll. ~ 0 <I) : w . 0 (j •wZ <j"W 0 z (j <I) <( <I) w a:: g .... · .. .. . ,. -. • ,. . . • / 2" A.C, SEE FRAME 8 COVER DETAIL BELOW PVMT. PRECAST ECCENTRIC CONE. STRAIGHT SIDE UPSTREAM. 48" MIN. i . .. . •. • • •• C -. ,. EXIST. A.B. EXIST. A.C. PVMT. CLASS "B" CONCRETE COLLAR, CIRCULAR OR SQUARE SHAPE AROUND MH. COVER FRAME. CONC, COLLARS TO BE ON ALL MHS. INPAVED AREAS. MANHOLES TO BE RAISED TO GRADE AND CONC. COLLARS POURED AFTER FINAL SURFACE COURSE IS PLACED . - WATER TIGHT JOINTS SEE JOINT DETAILS S-2 ALL PRECAST MANHOLE SECTIONS SHALL BE MANU- FACTURED IN ACCORDANCE WITH ASTM C-478. WITH ASTM C-478. SEE NOTE I I • z • ,' ~ • INSTALL STOPPER ::E -••• IN STUB +--i---1.,...r-'===:c===~=~~~ ~,,1.·., ;--_.,;::=~ • : -?=-=-r· CLASS"A" CONCRETE-- • • . , ; • • __..,-I BASE CAST IN PLACE- '?\'?~ o?· ~~;:i MONOLITHICALLY . •. X • • . . . I . •' \ ~ 1/' R 4,. ~ BASE POURED AGAINST +--+------=-~ = ~-UNDISTURBED SOIL . • ·,.. , • IF DISTURBED OR •• ·· ·.,:. • .•.' •· . . • GROUND WATER COARSE .::,__..1.,,,.,,,,.,,,,,,--'---'---'------'--,,,,-'l'<,,.,f,' o/ BASE ROCK REQUIRED 1-1 /4" LIFTING SLOT • SQUARE BLOCK OR DIAMOND TREAD SIZE A 30 38 B C D E 33 30 4 4 NOTE: [gJ [QI !Ell !Eil [gJ [Ql , ___ _ A B = 33" ,-, ---_, C :30" A :38" SECTION A-A LONG BEACH ALHAMBRA IRON WORKS FOUNDRY X -163 A -1252-6 I. MANHOLES SHALL HAVE 30" COVERS. A 31, 4" THRU HOLE 4 PLACES ~ ~_1 4" "E" F~e~i~y J.RAME T.(MIN,) COVER WT,(MIN.l M-121::2-4-6 295 LBS 290 LBS 2. Jv:0DEL NUMBERS SHOWN TO BE MODIFIED TO MEET MIN. WT. REQUIREMENTS. TRAFFIC MANHOLE FRAME 8 COVER N,T.S. FORM DC-OE-90-PF (REV. 1/86) 86 31,444 PACIFIC COAST HIGHWAY D.P.R. HA-HA FENCE . DITCH EXCAVATION QUANTITY ROCK 270 TONS 10'-O" I _1 • I \ \ • 10 GAUGE SMOOTH WIRE, STAPLED TO POST ~ • . 6'~.\ 12·l_j 3'-0" 0 a. 12" 0 . I-_......-ROUND OFF. r' CHAMFERED TOP Ji:....-._ J EXl::G GROUND 0 I rt) JUTE MESH WITH GRASS SEEDMIX #4 0 I U> QUANTITIES 4100 L.F. 2050 C.Y. -,M-BE~ (MIN.l .----0 I i-t'l WOOD FENCE POST ----1 AT I o!.o" o.c. NOTE: TO BE LOCATED IN FIELD AS SPECIFIED BY D.P.R. REPRESENTATIVE D.P.R. HA-HA FENCE DETAIL ROCK I (typ.l 4' N.T.S . ROCK _L FINISHED GRADE NOTE: TO BE LOCATED IN FIEJ_D AS SPECIFIED BY D.P.R. REPRESENTATIVE (APPROX. 1700 L.F.l D.P.R. ROCK BARRIER FENCE FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES 0 1 2 3 • • ., DIST. COUNTY ROUJE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora -12-4/ 14-8. 96 REGISTERED CIVIL ENGINEER ~\'-Of ESSt0,;,,1, ILLIA t-JHEELER 1 -2-, -"yz,,., f3 PLANS APPROVAL DATE "" No. 41 24J r,----------------\li< p.3-3(..:9 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC-CENTER DRIVE WEST SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 CIVIL OF C~\.\ 144 STATE PARK LAY,OUT ,, NOT TO SCALE SPL-7 cu 12208 EA OE0251 • .. • I I I ( I \ .• _. ' I---___._ _ _, X I X \ -' \ \ X ' - \ ' -. >-CXl 0 w en, > w a: w r <( 0 / '>-@co c-· <Co ..:.I w ::J z -0 (!) ..:Jen <( w (.)0 c:t -2 cc -Cl LI. -...I ,C:C (.) 'U.. C, 0 w en > w a: w f-- <( 0 >-(I.l 0 w :.:: (.) w I (.) .... z .... -I - IJJ (!) z < 0 l-o:: IJJ CJ -I <. Q_\ I.I.I I I- dt I-Cl.) ~~ / I ' ' I 1 _i i _ DIST. COUNTY ROUTE POST MILES SHEET TOTAL NOTES: TOTAL PROJECT NO. SHEETS 3" x 3" STEEL TUBING---..;□1 BUSHING _ NOTCH 1-1 /2" x 1-3 / 4" x I / 4" PLATE OVl;'.R BUSHIN"G:_::A:'.'._N::::D:_ __ __jt-:--"--'fti WELD TO HOUSING - 3 / 4" ¢ HOLE FOR LOCK 6" ,,~-_, I" cp LOCKING ROD 11--_I /4" STEEL PLATE HOUSING_ 1-1 /2" x 1-1 /2" x I/ 4" STEEl PADLSCK PLATE WELDED i TO I" 'f STEEL ROD -. (\J ® SECTION D \ FOR --- -~-- . • N[ --- ,I /4" STEEL PLATE -r=- ' ,,-BUSHINGS WELDED TO HOUSING --·- ' J r<) PADLOCK PLATES IN LOCKING POSITION V - -, .... ®F SECTION, NO SCALE --. --~ ----L -• --. - - -' ---- . ...... - 0 ., -' ---. A ' --- -~ _.__/ '-I I. FURNISH I -I" q> x 10" LONG GALVANIZED STEEL HEX. MACHINE BOLT TO BE USED AS A. PADLOCKABLE BAR FOR THE LIFT POST LEAF WHEN THE LOCKING LEAF IS LEFT OPEN; DRILL A 3 /8" (/J LATE'RAL HOLE THROUGH THE UNTHREADED SHAFT, I" FROM THE TIP. LOCK B.U.A. 2. GALVANIZE GATE AFTER FABRICATION. 4" ¢ HOLE /2" 12 Oro ,.!--""""'- REGISTERED CIVIL ENGINEER THE KEITH C0MPANIES ·2995 REDHILL AVENUE COSTA MESA, CA 92626 - 5" 0 G.S.P. POST 1-1/8" SLOT LOCKING R OD --...... 2" x 3'-8" x 1/4" STEEL PLATE GRATE STOE' WELDED TO POST ~-GATE FRAMES WITH 1-1 /8'' DIA. HOLES FOR ROD_ 6" 0 EXTRA STRONG G.S.P. COLLAR 3" x 3" x 3 /16" OSTEEL '-6'' 6" ¢ X 7 STEEL P OST H FINIS GRAD E\ ,. . , • <l • . . . t> , , • ' I - . <1 ·-en I r<) --en --<t. ' . ,· . . <I ' .... b I r<) . ' • • ' . , ' 2' -0" DIA. I 1-1/8" SLOT FOR ~'t::==~ LOCKING ROD--1==== CONCRETE FOOTING TUBE STEEL4" x 2" x 3/16" WELD 1/4" PLATE EACH END--' FILE ALL EDGES SMOOTH 2'-O" LOCK HOUSING CONSTRUCT STEEL HANDLE AND LOCK ,___ -tt---HOUSIN_G _RO_D _(I" cp_SOLID TO FIT) - ------- CASE HARDEN END 1 ®-..:....P-=L:..:....A.:..,_N-=-=O..:....F--=L=O~C~K....!.H...!...::O::::....:U=S=l!..!...:N=G~A~N!.!::!D:....aA~S!::::.S=EllM!.!:::B!.!::L::..!._Y I" -- 3" cp LIFT POST -1-,-_3 / 4" cp x 4" STEEL ROD WELDED TO LIFT POST ZIRC FITTING-~ -U) I, GATE FRAME, TYP. 3/16" 3/16" 3/16" 3 /8" 0 STEEL ROD 6" 0 EXTRA STRONG G.S.P. 1-----SUPPORT COLLAR I /4" GATE STATIONARY POST 1 REQUIRED PER LOCKING LEAF w I r<) I I I L LIFT POST GUIDE -TOP 4" <j x 4" STEEL PIPE - WELD_ED TO FRAME ~ r LIFT POST 13" ¢1 L 0 HINGE DETAIL ,----LIFT POST HANDLE REST (FORM 2" x 3-1 /4" STEEL PLATE TO FIT AND WELD TO I GATE FRAME FOR HANGING 3/4" ¢ x 4" STEEL LIFT ROD IN GATE OPENING POSITION) --- -FILL PIPE WITH CONCRETE I ~~-.-, -__, 11 = WELD3/16"STEE.LPLATE~.·-., 1· •·l 6"/oGA.-EXTRA STRONG -·~ _LOCK HOUSlf':!G...ASSEMBLY\ A1 O WITH REFLECTIVE --_· .. : . . .,___STEEL PIPE ,.__ ___________ __,,._ ~~ SEE DETAIL(E) -\ '-SHEETING ON BOTH _. ~-.-·. ·/.-•. ·_: _·. •. •.·. 111 • 11 I -/ /0ELD 3/16" STEEL PLATE~ D ==1_==1= I= t: b SIDES OF ~LATE// 3" x 3" x 3/16" STEEL TUBl'.::N;:~-;::===_========::! --~5" fox 8'-6" GALV. STANDARD Lw1TH REFLECTIVE SHEETING _ • --.__ __ --I le •1 ----L (ALL WELDED JOINTS AND COl'JST. ~ 0 :, ;} STEEL PIPE ON BOTH SIDES OF PLATE ', ---IN SINGLE FRAME) ---~ -:=::::::: "s::;;:::=::::::;;-::::::: I ~ ~I I --~ -~---'-'--~-!, -GREASE FITTING EACH COLLAR , ____ ;l ~•=..J.1~: _:~:_-_::~::::===;::::============· ·=· =· =· ·=·=-"===========~::;::== ~ ~:::::;::;::::::::.,J '-~ -3 / 4" f!f x 4" STEEL RO~-~ELDED TO 3" fZJ LIFT POST _ _ -~ ,. ~-__..- ~ ~ : (/) 1r-..J~=====i-=================-·===============~~Ld: __....-----SUPPORT COLLAR, WELD -TO PO.S~ s;j"-1----___!r1 -;1m===m=r;.__,_-1 M1N: 2" cLEARANcE 1N oPEN pos1T10N -\ -~ ,+I ~ LL1FT_ posT LEAF ----1 ) 1 / ~F1N1sH GRADE -- -__ -LOCKING LEAF, LOCATE AT __i u.. : ~ .,, u, MINIMUM h::::::{Tl=ll~ \LANE WITH TIRE D_l\MAGE DEVICES g C\J SEE NOTE #I ITl=llf=f[I§ (.l) MINIMUM 1-==========================:=i:r=!::::::::::::~_-:.-_-----_-_-~_:-.::::_::::=='"1,;::-=-=====.:i:.:::i711 lr.-r -_ -_ -"_ '°'_,;,::;;:==:;::;::;::;;:;:;;:;=;;;=;;~;:=::;;;;:~:;:;::;;;;==============================:::::===::1 (\J . I r<) ,;j" --12" CbNCRETE FOOTIN 3 . - i I -::::=::=-::------'1 • '-----LIJ-I ,u;:, I GUILJt:. -l::lOT TOM _ L_I--------------;-' --tL=.· ===:-:_:::=__--_ , CO c!!s;!l!!,' 4" rf, x 4" STEEL PIPE WELDED TO FRAME ' ------~---- NOTES: I ® GATE CONSISTS OF SINGLE LOCKING LEAF AND 2 GATE STATIONARY POSTS 1 CUBIC FOOT OF ~-~ , ~ -4'' ¢ GALV. STEEL PIPE SLEEVE ~-ELDED TO 6" (J x I /8" DRAIN ROCK ---1 • 2' • 1 ,, -~~-~~;~~Ti LA0Nc°A!fi5~/ I DE~~l~~po~~~~N6 1~L~0:Ec~6~1~IONS ® GATE IS TO BE BUILT WITH BOTH LEAVES AS SHOWN @@ ENTRANCE GATE ELEVATION ENTRANCE GATE D-ETAILS NO SCALE • SEE SEET SPL-9 FOR GATE LOCATION 0 1 2 3 , " , ' . . - <t -1---1-·· ' . <I CONCRETE FOOTING ,, -(\J I r<) STATE PARK.LAYOUT NOT TO SCALE SPL - 8 I FORM DC-OE-90-PF (REV. 1/88) 86 39444 I FOR 'REDUCED PLANS - ORIGINAL SCALE IS IN INCHES cu 12208 EA OE0251 ' GATE No. DESCRIPTION LOCATION --I TRAFFIC CONTROL GllTF REEF POINT PARKING LOT •' 2 TRAFFIC CONTROL GATF REEF POINT PA"'"0 'G I OT 3 TRAFFIC CONTROL GAT' REEF POINT PARKING LOT X , 4 ENTRANCE GATE REEF POINT PARKING I OT 5· -RAFFIC CONTROL GllTI REEF POINT PARKING LOT 6 ,-• -i"iC • , " • "'11T1 REEF POINT PARKING LOT 7 ENTRANCE GATE LOSTRANCOS PARKING I..OT , 8 ENTRANCE GATE LOS TRANCOS PARKING LOT 9 . fRAFFIC CONTROL GATE UTILITY BENCH STA. 297 +00 10 fRAFFIC CONTROL GATE UTILITY BENCH STA. 303+nn . 11 1------+!.!TR~A!!.:FJ..:..!."'-i:-1,c~C~1£ L Gil.Tl UTILITY BENCH ST,ll ::1.II.~n 12 TRAFFIC CONTROL GATI UTILITY BENCH STA. 319+90 0 >-UJ (/) cc > 0 UJ UJ rr: (/) UJ > I-UJ <( X rr: 0 UJ I-<( 0 - . -·------. ·- ' '-o>->-UJCC cc 1-o 0 <(UJ UJ .Jz ::.:'. ::,Cl 0 0- SHEET NO. •• SPL-2 SPL-2 SPL-3 SPL-3 SPL-4 SPL-4 SPL-I SPL-I G-5 G-5 G-6 G-7 . L .15 15 15 21 15 15 14/12 16 10 10 10 10 . .~/11-~ STATIONAR - POST(SP 0 0 0 0 0 0 2 I RELOC. 0 RELOC. 0 2 I I 0 2 2 ? 2 2 2 ?-2 6" <f> x I / 4" PLATE GRIND EDGE SMOOTH I I _,,,,,..,,,,,_, / " , I ,-;:1 "TT-t' J, I : V -I I I I . # CONCRETE RllSE (CB) n' 0 ;._, . " Qi 2. 0 0 2• 2 0 ' 0 0 ' o• MISCELLANEOUS MINOR CONCRETE ·--•• AND s I .... I II l'IS) {CY) MISCELLANEOUS NOTES ... O· 0 EXISTING GATES PROTECT IN PLACE 0 .13 EXISTING GATES PROTECT IN PLACE. RELOCATE ONE STATIONARY POST 0 . .13 EXISTING GATES PROTECT IN PLACE. RELOCATE ONE STATIONARY POST 2246 2.38 0 . .75 RELOCATE EXISTING GATES FROM STA. 347 + 10 U30"RT.l 0 .75 RELOCATE EXISTING GATES FROM STA. 352 + 40 1190" RT.l ··-·· -" --• ~ 1707 4.2 1093 3 501 .75 501 .75 501 .7'5 -. 501 .75 TOTAL 7,050 LBS. TOTAL 14.34 CY. L _ tr·~ ;:: VIEW OF 3 /8" BENT ROD. TYP. I I I .· L I / • - ---l"£~~i4~=:::3-'---. --• ... IDENTICAL TO OTHER SIDE 5" n. x I /4" PLATE --••• 'I' /I I j 2. I /8" CLR. • GRIND EDGE SMOOTH----../ 1 · \ 5" 5" 2' -O" 4' -O" 4' -O" 2' -O" \ ' .. · · .-·;' -;-17: ---. •.• ·.: •. ~ 3/8" STEEL PLATE WITH •. •. · • .• · • . .'· ----.. -REFLECTIVE SHEETING ON " _ BOTH SIDES (TYPICAL) .. , • • DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 144 ~ROfESS/01\14. ~ ( ' § :IILLIA '4' REGISTERED CIVIL ENGINEER Go <!;. 1, 2-\-°>l--fB t-lHEEL ER % PLANS APPROVAL DATE "' No. 41 243 "' -------------~\~ 3-31-95 * -ASSESSMENT DISTRICT 88 -1· ~Exp. ORANGE COLJNTY ENVIRONMENTA "'~,,.<" CIVIL fl,.~"t- MANAGEMENT AGENCY . • OF c~1.\\\'l 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA 92702-4048 ., THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 1 _J (/) UJ <(UJ I 00 0 ' I I 4" ¢ SCH. 40 G:S;P.-...1': : -~ x----I X X . . ) .. ~ -~ L!.I 1-, -e.t 'I--Cl.) .... z .... -I IJJ (!) z < 0 I-a:: IJJ . CD -I < FORM DC·OE-90-PF (REV. 1/86) 00 ,,....., . I .1 I I I - -·~ CLOSED GATES) VI/ELDED i'0 -ct_ ROAD TO PLATE TYP. • SIMILAR TO OTHER SIDE - \0 I ,H-'-='/=,-• FINISH GRADE 7 1 • , ,:w.~-: ~~--... --:-.~-. -.=---1-------·i· +--------------__:_· _ ____,~___.:.._ . \ 1--.---1----3 I /2" SCH. 40 G.S.P . "' (GALV. STEEL PIPE) 1o -. . . "' .. -, ' ~ __ CONCRETE FOOTING TYP. . . I . . , . ' . . , .., . ' . -. '":" V • ; . . ~ .. co 3/4" R. TYP. '-.. I'-- -- 1o '-.. I~ I'---?' I I /2" . . .. ----. - . 1o TYP.SLOT '-.. (I /2" x 2") WITH I() ROUNDED CORNE;;--" '-.. - co '-.. I() 5" . . NOTE: LOCKS N.I.C. ©ELEVATION \ -• '\ 1/2, I/ I I /2" .. . . . ----- tj- '-.. r<) - ------3 / 8" x I 3/4" x 8" STEEL PLATE LOCKING BAR; PROVIDE 4 BARS FOR EACH GATE LEAF ©LOCKING BAR •, TRAFFIC CONTROL GATE NO SCALE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I . 2 I . 3 I \ 3/8" TYP. BENT ROD ~ WELDED TO POST GATE LEAF _j 3 I /2" SCH. 40 GALV. STEEL PIPE j C\J 3" -- ~ __ 5" cf> x ] / 4" PLATE, GRIND 'EDGE SMOOTH, WELDED TO POST . • . NOTE: PROVIDE ONE (I) STATIONARY POST FOR EACH LEAF TO LOCK INTO "OPEN" POSITION ~l~ISH GRADE , . . '-' ;·+----CONCRETE FOOTING . . \ : .:.'-· _--'v"-1. ;::;:,-...... .-YL ©STATIONARY POST ' . .. L -- STATE PARK LAYOUT ' NOT TO SCALE SPL - 9 cu 12208 EA OE0251 •. • 1---11----1 X X x---- - ' X X 0 LlJ >-(/) co > 0 LlJ LlJ a: (/) LlJ > ~ LlJ a: 0 LlJ f-<{ 0 242 -+<-r) ! ! ~r( r ""',--, /~ I I ' . ,,./ I~/ . I j I . / E N1RAl\JGf Tti -. , , ~-\">· .. -- l--"-=--+---1 P[LI CAN POI i'!T • " 0 >- > - LIJ co co f-o o <{ LlJ LlJ _J z :.:: 6 0 LIJ(.) _J (/) <{ LlJ I (.) 0 (.) :::i:: 0 -1--< l-a: Cl CL. Cl.) :::i:: < cc I- LL 0 1- :::i:: w ~ I- CC < CL. w Cl < -:::i:: cc 0 LL, -..J < u u.. 0 w I-< I-Cl.) -% -_J LL.I (!) z < 0 ..... 0::: LL.I Ill _J < i @ U) I-~ :J f:I Oi :r: ~ l,J (!l SIGN LOCAT~ON A SCALE: I" = 50' . NCE 10 E POINT . er . I I I i --··-·-~·-£1:JQ i W08K ll,l\l_Q_Ci]NSTRUCTI.ON STA~31+91,40 PROPCSEDRCU1'fs 11 STA. 23I-9I.0,0EXISTINGROU _c-• .PMRl4.i ~-..../'- • ../'~ I ,r----------- ..... J . _.,,/ _ .... ........---..,. LOCATION A LOCATION 8 FORM 'OC-OE-90-PF (REV. 1188) 00394u ENTRANCE TO LOS TRANCOS PARKING LOT i I TEMPORARY CONSTRUCTION EASEMENT SIGN-LOCATION B -SCALE: I" = 50' BEGIN WORK ANDCONSTRLJCTJC.!i ST A, 358+20.00 PROPOSED ROUTE I STA. 358, 2665 EXISTING ROUTE I PM Rl2.4 MORO CREEK \\ SAND CANYON EN[~JN°!l TO I\ 'AVENUE -11 To -----'->- J \-Ii SHBONE HOTEL ---------------_:.::=.::.::_::--~~:_::-_::=--~OTECu --J3o-----'-----::~--------~~=□~-;;:;;;;;;:-::;:-::;:--;;;;,-7~~0-----------\111 ----...-·--. 330 340 JJ . ___ ..... ......-·-.........._ ,\ ________ ,....----· ·--........_ ---ENTRANCE TO ,/· LOCATION C LOCATION D NOTE: FOR MONUMENT DETAIL SEE SHT. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 ( . IZ':>- :::...::::-- ' '; _/ ' \. , ,, ·-- \ , .. DIST. COUNTY ROUTE POST MILES SHEET .TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 12-4/ 14-8. 99 144 REGISTERED CIVIL ENGINEER ~l(QfESSIOJll,1/ ILLIA WHEELER ENTRANCE TO 'SAND CANYON A.VENUE PLANS APPROVAL DATE . 41 243 xp:3-3I-9 * EXACT LOCATION TO BE DETERMINED IN THE FIELD "' B'i'-AfiEPRE--q,ENTATIVE FROM' . 'O.EPAFfl:~TOP-P-ARt<;-~EC. • ' . <:lo........___~ 0 SIGN LOCATION D NOT TO SCALE cu CIVIL or c~\. STATE PARK LAYOUT NOT TO SCALE SPL -10 12208 EA 0E0251 I " ' ' X ' ' 0 w >-(/) Ill > 0 w w a: (/) w > ~ w X a: 0 w ~ 0 ' o>->-w Ill Ill 1-o 0 EXPOSED <l'.w w ...J z ~ AGG. ::> <!) () ()_ DK.GRAY ...J (/) w <( w I <JO () ' ~ -_% C -,-I \ ... -I x----'· 'u LJJ i -·-ff (!) '---' 2 z < 0 ~ I- 0::: ~ LJJ CD -I < 2 Cl -I-c:.::c ... . I-= X Cl Q. u:, 2 c:.::c a: I- LI. 16' 7" I ·- ' U) ill ---.... I ' C\J / '~~ 1 ----------------------------;--~LFOUNDATION J ' I" = 2' 16' -7" SKY BLUE : •. : : •. . : . / • • • • • • • • <:;. -~ . ,- ' . -·--- I -I /2" RADIUS l'-o .. . . . . ~ -~ -. -..... ·' ~ --. . Cl I-2 . • . . • . . . . -~ ---. -- -. . . • . • _ • _. / • --~ _ _-EXPOSED AGG. •• _· _: .•. •. :-·_. ·_ •. : .. __ ------. . .' -~·-.•• _ • .•. _ _ . : : _. ____ -_-----=-·. ·. ·.. -T DARK GRAY -LI.I a: I I-U) cc c:.::c Q. ·-LI.I Cl • c:.::c -. 2 b !ll: Cl (\J L!. I -J ..,J ' c:.::c (.) X LI. Cl C) LI.I I I-• 'c:i:: I-u:, -~ FORM DC-OE-90-PF (REV. 1/86) • · : .. . • . : .• · : .• · . .-. . . . • · . . · • · •. • • . · • · • · . • • . • .• _-• . • · • . • · • . . · . • / • · . • LETTERS AND . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ·r -- • :-©~:W.·~]:~[L··._·~-®}~-~:·.~~~y:~-.:.~ffe.\[gl'~•:6 _: BEAR -GOLD : . •. -: : : .·: .• : : ··: -• ...• _: :.-~ : : • _· .. • ·. : _: _: : : : .•. ·.: .. : .• ~ ·. •. • .••.• · ..• - • <: ·.: . i .-. :_· ....... ·: :· -~: ' " / ~ S) NOTE: MATERIAL: E:L.E\/. Pel<:' . ~ 86 3944-4 [Q)□[f)O[fJO [½t]@~(WC0Ll~~u ~□@~ ~[L u~~[rI]~u~ tJ I" = 2' 1 F'L.A,.J '"'-CAST CONCRETE CONTRACTOR TO PROVIDE SHOP DRAWINGS •• - FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES i I i=::. 11 t=1 uW~D~£[L -~□@[NJ ~~~u □@[N]- 0 I I 1 I I 2 I N.T.S. ' 3 I •' • . ' --.. _ rr-G;. DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro 12-4/ 14-8 • 100 144 ~ROFESS10,.-11 ~ <': :J :/ILLIA --~ !:] t-JHEELER i ]-U-°>'Z.,, ~ 41243 ;;; REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE No.--~- 1---------------o\l{( Exp.3_:31-95 * .... ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL J>~h CIVIL ~'<- < OF C'' \\t:I~ _ MANAGEMENT AGENCY -"" ·' •, cu 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVE. COSTA MESA, CA 92626 STATE PARK LAYOUT NOT TO SCALE SPL -11 ,- 12208 EA OE0251 ' I ' ' i i X X x---- X X ' •. ,. >-co 0 lJJ Cf) 0 lJJ Cf) > lJJ cc lJJ 1-<t 0 " > lJJ cc lJJ ~ 0 0 >->- LJJ co co 1-o o <t lJJ lJJ _J z :,,:: => ('.l 0 0 -lJJ _J Cf) <t LJJ I 00 0 z .....J w (!) z <t: 0 l-a:: (!) w en en w .....J 0 <t: a: Cl j::: .:z: .... a: C) Cl.. en a: .:z: cc .... LL Cl .... a: w a: .... cc .:z: Cl.. w Cl .:z: -a: cc C) 'LL -....I .:z: C,) LL C) sl en -~ FORM DC-OE-90-PF (REV. 1/86) 86]9444 ' \" ' ' ) . ' \ I ' ' • t • ------- I i \ _j i I .... , ·~:----: -~-· ------, •• "\ .----c--., ,;.._ I ,,..--. ~----.._. -; " :r)' -----_,/ '-'' """-----:cc--/"'7 .. --:i-111 CONTRACTOR SHALL INSTAL1--LINE-SIZ:E / GATEYALVE AND CAP FOR FU.TURE. 'TYPICAL: 1 ALL MAINLINE CROSSING STREETS SHALL BE INSTALLED IN Sch. 40 GALVANIZED· PIPE, 6" DIA. MIN. ALL CONDUIT SHALL BE Sch. 40 GAL- VANIZED PIPE 2" DIA. MIN . SYMBOL 0 0 DESCRIPTION J MAINLINE.SERVING CAL. TRANS. EA~EMENT MAINLINE SERVING STATE • PARKS MAINTENANCE AREA. -- ' MAINLINE IS DRAWN DIAGRAMATICALL Y FQW. GRAPHIC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS EASEMENT IN THE PLANTING AREA. ' ALL LATERAL PIPE FOR POP-UPS AND ALL IRRIGATION LINES WITHIN THE RIGHT OF WAY - SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER. ALL LATERAL PIPE FOR NON . POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY. SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. . TYPICAL. >< .• MAINLINE AND GATE VALVES ARE DRAWN DIAGRAMATICALLY FOR GRAPHIC CLARITY. AL4 _~ MAINLINE ALONG THE GOLF COURSE SHALL BE INSTALLED INSIDE THE FENCE ON THE GOLF , COURSE SIDE. GATE VALVES SHALL BE INSTAL-. LED IN THE LATERAL ON THE OUTSIDE OF THE FENCE ON THE HIGHWAY SIDE. --. ' C\/ limifsOf GradingJ ; CONTROLLER 'A' LOCATION. RAINBIRD l~C-B-16. '' -" , 1 CONTROLLER 'F' LOCATION. RAIN BIRD ISC-B-32. -~ 1~-----1;-~ l'R/;INCE TO : CONTRACTOR SHALL INSTALL EACH WALL MOUNT CONTROLLER PELICAN POINT : IN A SEPARATE VANDAL PROOF ENCLOSURE, SEE SPEC. 20.61.5. i FINAL LOCATION OF THE CONTROLLER TO BE APPROVED BY THE • ' • ; LANDSCAPE ARCHITECT. CONTRACT_QR SHALL COORDINATE THE i -120 VAC POWER FROM THE SCE ELECTRICAL P.O.C. LOCATED AT i STA. #241+50. HE SHALL VERIFY THIS LOCATION IN THE FIELD . ELECTRICAL (120V) WORK SHALL BE SHOWN ON ELECTRICAL PLANS AND SIGNED BY REGISTERED ELECTRICAL ENGINEER. SEE ; DETAIL 'I'. / I PVC Sch. 40 LATERAL LINE · PIPE SIZING CHART SIZE -3/4" 1 " 1 1 /4" ·1 -1 /2" 2" 2 1 /2" GALS. 0-8 9-14 15-22 23-30 31-50 51-72 ;I THIS PLA.N ACCURATE FOR IRRIGATION ONLY. I FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES 0 1 2 3 QO 41 DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 12. t / lt.B IOI 144 ~ '4~~P===~~====---~ V -~ D LANDSCAPE ARCHITECT <) KELLY J. f§ ASMUSSEN ..., ~c.-! ·• ''Yl-· m N□. 3432 - -PL_A_N_S_A_P__;P_Ro"""v~A-L-'-D=A~T=E~~---0 EXP. 12-31-95 ASSESSMENT DISTRICT 8 -I ORANGE COUNTY ENVIRONMENTAL I!: OF CALlfO MANAGEMENT AGENCY 400 CIVIC CEN"FER DRIVE WEST TA NA C 9 0 - THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 . f' •• ------- •• ::·, -- . --• --• -. -'--:--- 1230 F.G. " CJ APPROVAL FOR ONSJTE REClAIMED WATER SYSTEM ONLY WATER METERS ANO ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE • APPLIED FOR AND/OR APPROVED THROUGH • THE JAVINE RANCH WATER DISTRICT SUBDIVIS!ONSIDEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476•7500. ~I ,l\,:ll: 8 s I oNslTE APPROVAL ~~'-'-"'-1_1/C~~---"'--1 __ DATE •. i -z.o . 'le SCALE 1" = 50' ~RR~GAT~ON PLAN HP-1 cu 12208 EA O.E.O.251 • ·X X ' ' 0 LU >-(/) al > 0 LU LU a: (/) LU > '::i LU a: 0 LU '::i 0 '-0 >->-LU al al '::i O 0 ...J LU LU ::> z ::.:: (.) ('.) () ...J (/) LU <! LU I (.) 0 (.) -x----I-z X X I -1 (!) lJJ (/) (!) 0:: z lJJ <( > 0 0 I-z Cl'.'. (!) lJJ (/) ro w -1 0 <{ ::;:: 0 -~ ..... a: 0 Cl. Cl) ::;:: c::c cc: ..... u. 0 ..... ffi aE ~ c::c fh C c::c -z cc: 0 u.. ::i c::c C,,) u.. 0 -• \!J_ ' . 1--' ::c lfl ' ::c u I-.<! _ .. -··· :::c FORM oc-oE-90-PF (REV. 1/86) 003~44 X X \j ); Cti --~ ,::, ""I TYPICAL: V ALL MAINLINE CROSSING STREETS SHAL BE INSTALLED IN Sch. 40 GALVANIZED PIPE, 6" DIA. MIN. ALL CONDUIT SHALL BE Sch. 40 GAL-VANIZED PIPE 2" DIA. MIN. TYPICAL NOTE SYMBOL DESCRIPTION MAINLINE SERVING CAL. TRANS. EASEMENT MAINLINE SER\!ING STATE PARKS MAINTENANCE AREA. MAINLINE IS DRAWN DIAGRAMATICALL Y FOR GRAPHIC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS EASEMENT IN THE PLANTING AREA. ALL LATERAL PIPE FOR POP-UPS AND ALL . IRRIGATION LINES WITHIN THE RIGHT OF WAY SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER. ALL LATERAL PIPE FOR NON . POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. TYPICAL. ) ~ '• ,,. :: '•" 251 MAINLINE AND GATE VALVES ARE DRAWN ____. DIAGRAMATICALLY FOR GRAPHIC CLARITY. AL MAINLINE ALONG THE GOLF COURSE SHALL BE INSTALLED INSIDE THE FENCE ON THE GOLF COURSE SIDE. GATE VALVE$ SHALL BE INSTAL-LED IN THE LATERAL ON THE OUTSIDE OF THE FENCE ON THE HIGHWAY SIDE. I / / • • • >-: ,,,/ . •, PVC Sch. 40 LATERAL LINE PIPE SIZING CHART SIZE GALS. 3/4" 0-8 1" 9-14 X 1 1 /4" 15-22 1 1 /2" 23-30 X ------;----(' --------- [j ~ ' ' (oO 2" 31-50 THIS PLAN ACCURATE FOR IRRIGATION ONLY. 2 1/2" 51-72 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Oro 12.. 4 / Jt.8 102 144 NDSCAPE ARCHITECT THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 . --· --••.__,,, ,; ------; • ,.,. ; .· '· ,\\. (_;"'· . ' ·...__,, -~'. ;>'("' ,._~--,, -~ ~/ .1---:-.-_ _.:._·,_ i ' \ , i I, --'---"- 1,,7 \ \ \ \ 4Z. \ \ \ 2601\-, • ' / / APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO \RVlNE RANCH WATER DISTRICT FAC1LlT1ES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATEfl DISTRICT SUBD\VlSIONS/OEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SEFWICE CALL (714) 47&7500. (J]i). :W' ONSITE APPROVAL ~ Pv Q5( DATE ,; ·W .cyz_ '"\ SCALE 1" = 50' XIRRIGATION PLAN HP-2 cu 12208 EA O.E.O.251 • ' X X x---- X X ' 'G.C.' P.O.C.= GOLF COURSE POINT OF CONNECTION. CONTRACTOR f----+--1: SHALL RUN A 3" SUPPLY LINE FROM THE EXISTING 2" TURBO RE- , CLAIMED WATER METER (INSTALLED BY IRWD), TO THE 2" BASKET STRAINER, THEN TO THE 2-1/2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'M' FOR P.O.C TIE-IN. THE SYSTEM REQUIRES 127 GPM MAX. AT 48 PSI MIN. f----+--1' METER CIVIL STATION# 2,.;z63+64.00 ~ . , , 'METER ELEVATION = 131.0' 0 HIGHEST HEAD ELEVATION TOTAL AREA SERVED ESTO.YEARLY WATER DEMAND HYDRAULIC GRADE LINE STATIC PRESSURE W PRESSURE CALCULATION FOR: GOLF COURSE ~ (/) , 'G.C.' • VALVE 1 (al 37 GPM + 'G.C.' ® 65 GPM -102 GPM ~ > 0 W HGL (HYDRAULIC GRADE LINE) W [[ • METER ELEVATION (/) W : HIGHESTHEADELEVATION > 1-w <( 1 IRRIGATION RECLAIMED WATER METER [[ 0 , BASKET STRAJNER 1---1----1 MASTER VALVE W • MAIN LINE PIPE = 135.0' , = 33,933 SQ. FT. = 3.37 AC. FT. = 330.0' = 86.17 PSI 330.00 131.00 135.00 >< 'A' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A . . 3" SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER METER (INSTALLED BY IRWD);. TO THE 1-1 /2" BASKET STRAINER, THEN TO THE 2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTAL- LATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. ' THE SYSTEM REQUIRES 61 GPM MAX. AT:45 PSI MIN. . --· -• -' METER CIVIL STATION# '; 265+00.00 ,1 • METER ELEVATION = 131.0' , HIGHEST HEAD ELEVATION = 1_32.0' TOTAL AREA SERVED = 45,802 SQ. FT. ESTD~YEARLYWATERDEMAND = 4.55 AC. FT. HYDRAULIC GRADE LINE --= 330.0' STATIC PRESSURE = 86.17 PSI PRESSURE CALCULATION FOR: CONTROLLER 'A' 'A'· VALVE 1 l'w 61 GPM HGL (HYDRAULIC GRADE LINE) i METER ELEVAllON HIGHEST HEAD ELEVAllON IRRK3ATION RECLAIMED WATER METER BASKETSTRANER MASTER VALVE MAIN LINE PIPE 330.00 131.00 132.00 'F' P.O:C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 3" SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER METER (INSTALLED BY IRWD), TO THE 1-1/2" BASKET STRAINER, THEN TO THE 2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTAL- LATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. _ _ -- THE SYSTEM REQUIRES 67 GPM MAX. AT 52 PSI MIN. ---· •--- - . METER CIVIL STATION# = 265+00.00 , ~--:.-- METER ELEVATION ;;;-·1:ff.o• --• 1 HIGHEST HEAD ELEVATION = 122.5' TOT AL AREA SERVED = 67,297 SQ. FT. ESTO. YEARLY WATER DEMAND = 6.69 AC. FT. HYDRAULIC GRADE LINE = 330.0' STATIC PRESSURE = 86.17 PSI PRESSURE CALCULATION FOR: CONTROLLER 'F' 'F'-VALVE 10l@17GPM ' HGL (HYDRAULIC GRADE LINE) METER ELEVATION HIGHEST HEAD ELEVATION IRRIGATION RECLAMEDWATER METER • BASKET STRAlNER ' MASTER VALVE MAIN LINE Pf PE' / / 330.00 131.00 122.50 0.50 0.40 1,00 I 8.43 • • 'Z' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 6" SUPPLY LINE FROM THE EXISTING 4" DISK RECLAIMED Weir_ER METER (INSTALLED BY IRWD). INSTALL THE 6" SUPPLY LINE WITHIN THE CAL TRANS R.O.W. WEST TO THE PROJECT LIMITS. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STA"ffifl STATIC PRESSURE, CONTRACTOR SHALL NOTtP/'<rHE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. THE SYSTEM REQUIRES 95.0 GPM MAXIMUM. METERCIVILSTATION# _ 263+60.00 _,•t. - METER ELEVATION _ 131.0 HIGHEST HEAD ELEVATION _ TOT AL AREA SERVED = ESTO. YEARLY WATER DEMAND = HYDRAULIC GRADE LINE STATIC PRESSURE ' , = 330.0' _ 86.17 PSI POST MILES SHEET TOTAL DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 • Ora 12. 4 / 14.S 103 144 .. REGISTER~D '\--ANDSCAPE ARCHI I ECT \,,,f'-J-.\D S C,1,0 ;f ' f:" If£} KELLY J. --r !! RASMUSSEN '$ l/J NO. 3432 :i: 1 ~ V. -~ './..--------,c=--=--=---,-,-,,....,.,cc-=---------11 - _P_L_A_N_S_A_P_PR_o_v_A_L_D_A_T_E ______ ,,~ EXP.12-31-95 ~/ ... ASSESSMENT DISTRICT 88-1 o--,/' 0 * ~=,_.../ ~ ORANGE COUNTY ENVIRONMENTAL "'r1 7 -1-'.,. MANAGEMENT AGENCY O OF c,u,ol'- 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA 92702-4048 • 'THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 -------------------· MAINLINE AND GATE VALVES ARE DRAWN • DIAGRAMATICALL Y FOR GRAPH IQ CLARITY. ALl"il--~ MAINLINE ALONG THE GOLF COURSE SHALL BE 1 INSTALLED INSIDE THE FENCE ON THE GOLF ~ I LATERAL LINE PIPE 0 , ELECTRIC REMOTE CCMROl VALVE 0.50 2.25 • 3.90 10.26 3.00 3.50 20.00 LATERAL LINE PIPE ELECTRIC REMOTE CCMROL VALVE PRESSURE REQUIRED AT SPRINKLER MISC. LOSS (20% OF TOTAL PIPING LOSS) 2.90' 1:80 1.00 9.68 3.40 3.00 20.00 : 2.62 • LATERAL LINE PIP,E' . ELECTRIC!3EM01ECCNTRol VAf.VE /' 2.50 // / !?_,PO 9OURSE SIDE. GATE VALVES SHALL BE INSTAL- 1---1----'I ' PRESSURE REQUIRED AT SPRINKLER , MISC. LOSS (20% OF TOTAL PIPING LOSS) I ELEVATION (LOSS/GAIN) • 2.65 1.73 -ELEVATION (LOSS/GAIN) 0.43 TOTAL PRESSURE REQUIRED FOR OPERATION 47. 79 1---1----1 EXISllNG WA1ER PRESSURE AT MElER " 0 >->-w CD CD 1-0 o <Cw w _J z :.:'. :J ('.) (.) (.) -w _J Cf) <( W I (.) 0 (.) I-z I _J (.!) w (/) (.!) ffi z > <I ''") 0 z. (.!) U) w 0 z C) -1-c:c 1- C'C C) 0.. v., z c:c = I- LL. C) 1-z w a: I-= c:c 0.. w Q c:c -z = ~ -..J c:c ~ ~ !.LI [D _J <I RESIDUAL PRESSURE PRES.SURE REGULA1DR SETTING FORM DC-OE-90-PF (REV. 1/86) 0039444 86.17 38.37 57 ALL LATERAL PIPE FOR POP-UPS AND ALL IRRIGATION LINES WITHIN THE RIGHT OF WAY SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER. ALL LATERAL PIPE FOR NON POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE: TYPICAL. MAINLINE IS DRAWN DIAGRAMATICALLY FOR GRAPHIC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS. EASEMENT IN THE PLANTING AREA. TYPICAL NOTE SYMBOL DESCRIPTION 0 0 TYPICAL: MAINLINE SERVING CAL. TRANS. EASEMENT MAINLINE SERVING STATE , PARKS MAINTENANCE AREA. ALL MAINLINE CROSSING STREETS SHALL BE INSTALLED IN Sch. 40 GALVANIZED PIPE, 6" DIA. MIN. ALL CONDUIT SHALL BE Sch. 40 GAL- VANIZED PIPE 2" DIA. MIN. PVC Sch. 40 LATERAL LINE PIPE SIZING CHART SIZE GALS. 3/4" 1" 1 1 /4" 1 1 /2" 2" 2 1 /2" 0-8 9-14 15-22 23-30 31-50 51-72 ••• ,µ >< REREQUIREDATSPRINKlER, /M SS(20"A_·~oFTOTALPIPl~GLOSS) • ,.- • /" ~ ON (LOSS,GAIN) ,-. • ,/ / 35,00 2.19 ;3.68 I THIS PLAN AC CURA TE FOR IRRIGATION ONLY. I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I . 3 I / / / / I I LED INTHE LATERAL ON THE OUTSIDE OF THE , ""FENCEON,THE HIGHWAY SIDE, "-, ' ' CONTRACTOR SHALL COORDINATE WITH THE '-. . GOLF COURSE IRRIGATIO~CONSTRUCTION • DOCUMENTS FOR LOCATJ,0NS OF CONTROL WIRES PROVIDED TO v4JJes ~B!=LLED (G.C.). j'.: ""' ' >< \ \ \ APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILmES MUST BE APPLIED FOR ANDfOR APPROVED THROUGH THE IRVlNE RANCH WATER DISTRICT SUBDIVISIONSfDEVELOPMENT SECTION. FOR SPECIAC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-7500. / ~! "1t BC, ONSITE APPROVAL I~' pc,, V r DATE -z,. ZD '°le ~ SCALE 1" -50' IRRIGATION PLAN HP-3 cu 12208 EA O.E.O.251 • ' / / ' ( 0 lJ.J >-(f) Cil > 0 lJ.J lJ.J a: (f) lJ.J > \:c lJ.J a: 0 lJ.J \:c 0 .____ 0 >->-UJ Cil Cil \:c O 0 ..J lJ.J lJ.J ::i z ::.::: () <!, () ..J (f) lJ.J <i: UJ I ()0 () I-z :c ::J l!) w U) l!) 0:: z ~'· <! ~ 0 0 I-z . 0:: Q w U) m w 0 a: C) -~ .... = C) a. en a: dC a: .... ~ 0 .... a: w a: .... a: dC a. w Q _j <( TYPICAL NOTE SYMBOL DESCRIPTION MAINLINE SERVING CAL. TRANS. EASEMENT \ / 0 CD MAINLINE SERVING STATE PARKS MAINTENANCE AREA. X / MAINLINE IS DRAWN DIAGRAMATICALL Y FOR GRAPHIC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS EASEMENT IN THE PLANTING AREA. ALL LATERAL PIPE FOR POP-UPS AND ALL IRRIGATION LINES WITHIN THE RIGHT OF WAY SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER. ALL LATERAL PIPE FOR NON POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. TYPICAL. FORM oc-oE-90-Pf (REV. 1/88) 6639444 ' l -_. . ~' -·..::_::_ ·• :..:.:. .. .:: . _ _::; _ MAINLINE AND GATE VALVES ARE DRAWN' DIAGRAMATICALL Y FOR GRAPHIC CLARITY. ALI 11---. MAINLINE ALONG THE GOLF COURSE SHALL BE • INSTALLED INSIDE THE FENCE ON THE GOLF COURSE SIDE. GATE VALVES SHALL BE INSTAL-LED IN THE LATERAL ON THE OUTSIDE OF THE FENCE ON THE HIGHWAY SIDE. X \ ROUTE. 1 PVC Syh. 40 LATERAL LINE PIPE SIZING CHART SIZE 3/4" 1 " 1 1 /4" 1 1 /2" 2" 2 1 /2" GALS. 0-8 9-14 15-22 23-30 · 31-50 51-72 X I THIS PLAN ACCURATE FOR IRRIGATION ONLY. I • FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 1 I ; I 2 3 ' X I ( / / I ( • DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro . l'l.4 / 14.S 104 144 vl'-1--ID S C,1;:, ,::- i)j KELLY J. -ft §! RASMUSSEN °?, 1-"/.,\ -"'J l,· (JJ NO. 3432 :r: -PL_A_N_S_A_P_P...,_RO_V;:_A:__L....:D..::A~T~ E - - - - - - - 1 \ 0 EXP • 12-31-95 ASSESSMENT DISTfUCT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • OF cAL1' 0 400 CIVIC CENTER DRIVE WEST ~f>.f-!TA ANA, CA 92702-4048 THEl<ElTH COMPANIES . 2995 REDHILL AVENUE • COSTA MESA, CA 92626 • X ----, ,,_ ·-rtp • ,,-·· -/) . Ii ' . lo I -·, ' / '\:"'.;_< ''\ ~ '- • ( ' °"" . '-.. .;, ' /1.P \ ~- -~ I . _,,,, . ',,_ .-,.,,,,,,,-· " ----~ 46 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILmES MUST BE APPLIED FbR ANO/OR APPROVED THROUGH THE IAVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-7500. (, ONSITE APPROVAL ~ ~85 ( DATE 7,. lD ·"lL SCALE t .. = so· IRRIGATION PLAN HP-4 cu 12208 EA O.E.O.251 ' PVC Sch. 40 LATERAL LINE CONTRACTOR SHALL LOCATE IN FIELD EXISTING 'B' P.o:c.=,POINT OF CONNECTION. CONTRACTOR SHALL RUN A PIPE SIZING CHART DOMESTIC WATER P.O.C. AT STREET STATION 2-1/2" SUPPLY LINE FROM THE EXIS_TING 2" DISK RECLAIMED SIZE GALS. #292+25. CONTRACTOR SHALL REMOVE WATER METER (INSTALLED BY IRWD), TO THE 1-1/2" BASKET EXISTING BACKFLOW PREVENTION DEVICE AND STRAINER; THEN TO THE 1-1/2" MASTER CONTROL VALVE. PRESSURE CALCULATION FOR: CONTROLLER 'B' '8' -VALVE 7 26 GPM HGL(HYDRAULIC GRADE LINE) METER ELEVATION HIGHEST HEAD ELEVATION DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS ,--. 1---t------t 3/4" 0-8 MASTER VALVE IF EXISTING. INSTALL LINE SIZE CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE 'L' P.O.C.= POINT QF CONNECTION. CONTRACTOR SHALL RUN A 2-1/2" SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER MEJl::R (INSTALLED BY IRWD), TO THE 1-1/2" BASKET. STRAINER, THEN TO THE 1-1/2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULO THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION • CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE IRRIGATION RECLAIMED WATER METER BASKET SlRAINEA 2.50 2.00 1.20 2.45 3.90 \_, .. I'-_ N=D=s,,,c~;,i.;:, f' si ELLY J. !! RASMUSSEN X X x---- X X 0 UJ >-(/) CD > 0 UJ UJ a: (/) UJ > I-UJ <( a: 0 UJ I-<( 0 "' 0 >->-UJ CD Ill t-o o <( UJ UJ ...J z :.::: . :J C!l () () -UJ ...J (/) <( UJ I () 0 () I- I (.9 (/) a:: w > 0 z (.9 (/) w 0 2 C) j:: < I- CC Cl CL en 2 < cc I- LL. Cl 1-2 w :3E I- CC < CL ~ < -2 cc Cl LL. ·-..... < C,) LL. Cl z -' ~ z <! 0 I-a:: w m -' <! sl en -@ LANDSCAPE ARCH:TECT 1 " 1 1 /4" . ~ .- 1 1 /2" 9-14 15-22 23-30 ~G,;;;,A:..:.T.:.:E .. V.;.;A~L;;;.;V~E;.;A.::,N,;,:;D;;..M:,;,:,:,,;,AK~E:...:.,TH;.:.E:...;.T;,;;IE;..;-1;.;.N;..· __ ._-!I H ST ART OF INSTALLATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. DETAIL 'Q'. FOR P.O.C TIE-IN. • MASTER VALVE MAIN LINE PIPE LATERAL LINE PIPE ELECTRICREIJOTECCMROL VALVE PRESSURE REQUIRED AT SPRINKLER MISC. LOSS (20% OF TOTAL PIPING LOSS) ELEVATION (LOSS/GAIN) s!:~~ 7-i.\-")Z..-___ ___;_ ___ ~------11 - • '-27 PLANS APPROVAL DATE . 23.821----------------1 • [I) N□.34 32 P. I 2-31-9 --1 2" ' 2 1 /2" f/!o 31-50 51-72 I \ ENTRANCE TO LOS TRANCOS PARKING LOT '¢. \ 41 ni l..i LJ .. ,n 0- '< ..... i--: • ''-.{J • ___.~~n ---~~ ENTRANCE TO CRYSTAL COVE lr-------tt!-~!..1-t+,H,-,-\!:--,SITE PRESSURE CALCULATION FDR: CONTROLLER 'G' 'G' -VALVE 2 18 GPM HGL(HYDRAULIC GRADE LINE) METER ELEVATION HIGHEST HEAD ELEVA110N IRRJGATION RECLAIMED WATER METER BASKET STRAINER MASTER VALVE MAIN LINE PIPE LATERAL LINE PIPE ELEC1RIC REUOTECON1ROL VALVE PRESSURE REQUIRED AT SPRINKLER MISC. LOSS (20% OF TOTAL PIPING LOSS) ELEVATION (LOSS/GAIN) TOTAL PRESSURE REQUIRED FOR OPERATION EXISTING WATER PRESSURE AT METER RESIDUAL PRESSURE PRESSURE AEGUlAlDR SETTING 330,00 HO.CO 95.00 0.50 0.40 1.00 0.40 3.20 5.50 35.00 0,72 1 5. 16 61.88 116.91 55.04 74 I 'G' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 3''. SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER METER (INSTALLED BY IRWD), TO THE 1-1/2" BASKET STRAINER, Tl.JEN TO THE 2" MASTER CONTROL VALVE: CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INST AL- LA TION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR ' SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. THE SYSTEM REQUIRES 67 GPM MAX. AT 62 PSI MIN. METER CIVIL STATION# = 303+66.57 METER ELEVATION = 60.0' · HIGHEST HEAD ELEVATION = 95.0' TOTAL AREA SERVED = 50,608 SQ. J=J. ESTO. YEARLY WATER DEMAND = 5.03 AC. FT .• HYDRAULIC GRADE LINE = 330.0' STATIC PRESSURE = 116.91 PSI THE SYSTEM REQUIRES 58 GPM MAX. AT 76 PSI MIN. METER CIVIL,STATION # = 30_3+64.57 METER EL!tiVATION ~--= 60.1)' / HIGHESTHEAD·ELEVATION :__ / -1:05.0Y'.., I • \·_./ ,, / / lOl]AL AREA SERVED .-· = 114,25~6 SQ. FT. • 'ESTO. YEARLY WATER DEMAND = 11.36 l!,.C. FT. .· -HYDRAULIC GRADE LINE = 330.0' ) ' / ' ---STATIC PRESSURE ' = 116.91 PSI . ! .. ' <.___j "° '</-,· ">1 en cl] • ..,, rr- C\J' • •.· ! - :j .··c::i /;.:: '¢" -• 1}' THE SYSTEM REQUIRES 51 GPM MAX. AT 65 PSI MIN. METER CIVIL STATION# , = 303+64.57 METER ELEVATION = 60.0' HIGHEST HEAD ELEVATION = 105.0' TOTA,LAREA SERVED = 65,372.5 SQ. FT. ESTO. YEARLY WATER DEMAND = 6.50 AC. FT . 'HYDRAULIC GRADE LIN_E _ __ _ = 330,0!,_ STATICPRESSURE ···-··' =116.91PSI / \ \ \. CONSTRUC1\TERRACE QR~IN PER O.C.E.M.A. PLAN NO; 1321 (TYPJ • • • / / ; I t· its Of Grodin --~------·- TOTAL PRESSURE REQUIRED FOR OPERATION EXISTING WATER PRESSURE AT METER RESIDUAL PRESSURE PRESSUREREGULAlOASETTlNG PRESSURE CALCULATION FOR: 'L' 'L'-VALVE11 21 GPM 75.24 116.91 41.68 90 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST OF CALlfO 'lANTA·ANA·,GA92702-4048· .. ,c-· .. •. ,. ,_." . -~ -(Ht •:i::ITH CCMPAN.lfS' -. -. . .· . • '. ' ·.· .. ,.-"' HGL(HYORAULICGRADELINE) 330.00 ·• •• •--• •· -METER ELEVATION 60.00 • -. ~.95,,REDHil:.L:. _AVENUE. . -' . -.·. . . . •• ::. '.'.•" ··st·t 1 ..:~?rt /j'I_ 'rH=K3H=ES=T=HEA=D=ELE=V=All=O=N----'---+-''-"'05~.o"'lo :cosrA:f\.'.IESA, c:A.-926:2p;, •. '> . :.; ., . :,: :J\> . ' • ' ' ' • -. . . ' . .· .. -- ' ' , , ' II 14 . LP' l~' •. ~ <1 ,(.i I/fl: ~ -. ·:-~ -. , ' ', ... , -•. •. ' -. • ' . " ' IRRIGATION RECLAIMED WATER METER • BASKET STRAINER MASTER VALVE • MAIN LINE PIPE LATERAL LINE PIPE ELECTRIC REUOTECON1ROL VALVE PRESSURE REQUIRED AT SPRINKLER MISC. LOSS (20% OF TOTAL PIPING LOSS) ELEVATION (LOSS/GAIN) TOTAL PRESSURE REQUIRED FOR OPERATION -, , ", \ EXISllNGWATERPRESSUREATMETER • ·" . • RESIDUAL PRESSURE '.\ ,. •. PAESSURE'REGULAlDASETTlNG i \ ...... ·w . , ... ,_ ... , ......... ', ,~IL''·._, ... ,;. ()Ai,,, '\ , ...... ', ',,, ', ', '-.. /•[._Wt.. / , ,, •'·,,~..,,_ ....... •~ ', . .," , , / . ,,, •,,, ::·,, ~'-,,, , 2.10 0.04 1.00 0.50 4.00 ~ 1.00 ss.o·o 0.90 19.49 64.03 116. 91 • 52.89 'rt- APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS ANd, ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT SECTION. FOR SPECIFIC REOUIREMENT_5 FOR OBTAINING SERVICE ONSITE APPROVAL . CALL (714)..476-7500. DATE --'·.z,"'---"·Zo~_-q_z.._ ., ' ' ,,,,•·· " \ ... " " ! • . . • ;,..,..-------. --------Lim ifs Of Grodin 9o --·/ ~· . ~.-v, / • • • • '~'\ l •~·:- • ._. --_-~ 'o \\,:,---....... • -.. -. • / -.....r),'·. I. / "-/ ,:,; ; ""--(~'c-+7.C /(j} PRESSURE CALCULATION FOR:"CONTROLLEA 'C' 'C' -VALVE 1 60 GPM HGL(HYDAAULICGRAOE LINE) ZONE: UNAVAILABLE METER ELEVATION HIGHEST HEAD ELEVATIO'J • IRRK3ATION RECLAIMED WA TEA METER BASKET STRAINER MASTER VALVE MAIN LINE PIPE . LATERAL LINE PIPE ELECTRIC REUOTE CON1ROL VALVE PRESSURE REQUIRED AT SPRINKLER MISC. LOSS (20% OF TOTAL PIPING LOSS) ELEVATION (LOSS/GAIN) TOTAL PRESSURE REQUIRED FOR OPERATION EXISllNG WATER PRESSURE AT METER RESIDUAL PRESSURE . ~RESSURE REGUI..ATqB_§filD.~--·~, 'C' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 330.00 60,00 83.00 2.70 1. 70 '. 1.10 4.68 , 3.40 2.90 20.00 - 1.62 9.96 48.06 116.91 68.86 58 3" SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER METER (INSTALLED BY IRWD), TO THE 1-1/2" BASKET STRAINER, THEN TO THE 2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULD THE STATIC PRESSURE-BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. THE SYSTEM REQUIRES 62 GPM MAX. AT 49 PSI MIN. METER CIVIL STATION# = 303+65.57 METER ELEVATION = 60.0' HIGHEST HEAD ELEVATION = 83.0' TOTALAREASERVED ' = 18,090 SQ. FT. ESTD.,YEARLYWATERDEMAND ,;. 1.80 AC. FT. HYDRAULIC GRADE LINE = 330.0' STATIC PRESSURE • = 116.91 PSI. -dfT -/ . ,, . , _ _ ,/ ; •. 'll TYPICAL NOTE SYMBOL DESCRIPTION 0 © TYPICAL: MAINLINE SERVING CAL. TRANS. EASEMENT MAINLINE SERVING STATE PARKS MAINTENANCE AREA. !ALL MAINLINE CROSSING STREETS SHALL 1BE INSTALLED IN Sch. 40 GALVANIZED (PIPE, 6" DIA. MIN. f _ • I ALL CONDUIT SHALL BE Sch.·40 GAL- 1VANIZED PIPE 2" DIA. MIN. MAINLINE IS DRAWN DIAGRAMATICALLY FOR GRAPHIC_CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9'WIDE CAL TRANS EASEMENT IN THE PLANTING AREA. - 0 1 • (.q 12.J CONTROLLER 'G' LOCATION. RAINBIRD ISC-B-'24. CONTROLLER 'C' LOCATION. RAIN BIRD ISC-B-32. CONTROLLER '6.' LOCATION. RAINBIR[i ISC-B-24. CONTROLLER 'L' LOCATION. RAIN BIRD ISC-B-24. • l I I CONTRACTOR SHALL INSTALL EACH WALL MOUNT CONTROLLER I IN SE PARA TE A VANDAL PROOF ENCLOSURE, SEE SPEC. 20.61.5. FINAL LOCATION OF THE CONTROLLER TO BE APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL COORDINATE TH 120 VAC POWER FROM THE SCE ELECTRICAL P.O.G. LOCATED AT STA. ://2CfQ+50. HE SHALL VERIFY THIS LOCATION IN THE FIELD. ELECTRICAL (120V) WORK SHALL BE SHOWN OF ELECTRICAL PLANS AND SIGNED BY REGISTERED ELECTRICAL ENGINEER. SEE DET-AIL T. 2 3 \ • 'B.-RO.C. ~ 't·P.O~. • ..... " 'l' P.O.C;.. _ ,...,-~ ,,,_. P.O C ~\;I• • • • '• ' ,.~.·-,,,,,. • --~ . • ""'a~~ .... ;-z.,---.,. <<~-... , I •.. •._ . . . .. . ,_ . ··"' : ', <~"-., ,:··::>••, ' '¾ """"' '-- • .. --,.,.. __ , . I. ~,~. • -. ' ' . ,.._ -~ <'-'' --+-+--+'~;-Jc:.C.:~__,,_._·- "· \ \ ALLlATERALPtPE FOR POP-UPS AND ALL r•"" >·---. \ •• , -11:!~IGATIOf-lj~ES WITHIN THE RlGHT OF WAY . ··-.... . $HA~L!:!E so~. 40 PVC, BURIED WITH A MINIMUM ·-••• OF f 2\<3'OVER. ALL LATERAL PIPE FOR NON ,, / 1-·-/ POP-08$ LOCATED OUTSIDE THE RIGHT OF WAY ;,y ' SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. • TYPICAL. SCALE 1a = 50' 'I Tt-llS PLAN ACCURATE FOR IRRIGAT_ION ONLY. I; !RR!GAT!ON PLAN HP-5 99 FORM DC-OE-90-PF (REV. 1/86) 66J!l444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12208 EA O.E.O.251 __ / < K---- X X >-CD 0 w Cf) > w cc " 0 w Cf) > w cc w ~ 0 0 >->-w CD CO 1-o o ..: w w ...J z :x: 6 CJ ow ...J Cf) <i: W I (.) 0 (.) I-z I -' t!) w 1/) (9 0::: z w c:x: ~ -0 <.. .· I- z (9 ti) w 0 :,;: Cl -I-< I- CC Cl CL. c:n :,;: < er: I- LL Cl I- & w a: I-= < CL. w Cl < -& er: Cl LL -...J < c.:, LL Cl w I-< I- V,I 0::: w m -' c:x: I --~ --~ 44 TYPICAL NOTE SYMBOL DESCRIPTION MAINLINE SERVING CAL . TRANS. EASEMENT 0 0 MAINLINE SERVING STATE PARKS MAINTENANCE AREA. TYPICAL: ALL MAINLINE CROSSING STREETS SHALL BE INSTALLED IN Sch. 40 GALVANIZED PIPE, 6;' DIA. MIN. ALL CONDUIT SHALL BE Sch. 40 GAL- VANIZED PIPE 2" DIA. MIN. • MAINLIN!i: IS DRAWN DIAGRAMATICALLY FOR GRAPHiC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS EASEMENT IN THE PLANTING AREA. FORM OC-OE-90-PF (REV. 1/86) 86JS444 ,/. /, I / / .. / ,( / C • ~~?-/ff';/ / i /! ,1\'~1 •• • • / ~)-·. . I \_/ ' . . .' // PVC Sch. 40 LATERAL LINE PIPE SIZING CHART SIZE . ' GALS. ' 3/4" 0-8 1 " 9-14 1 1 /4" 15-22 1 1/2" 23-30 2" 31-50 2 1 /2" 51-72 ALL LATERAL PIPE FOR POP-UPS AND ALL IRRIGATION LINES WITHIN THE RIGHT OF WAY. ,, SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12"COVER. ALL LATERAL PIPE FOR NON • POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY. • ' ' SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. TYPICAL. . . . ' CONSTRU PER O.C. (TYP.l ll.4 1/.f} 1/.4 '21 10 :1 THIS PLAN ACCURATE FOR IRRIGATION ONLY. 1. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 ' '2 I >< 14 '·-.._ .. ;:_. • A 13D fl.4. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS ANO ALL CONNECTIONS TO IAVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR. ANO/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-75-00. ~I ¾ ( ONSITE APPROVAL ·~ PC 85 DATI= :z,-io .g_i,_ -,. • I / / l1111." SCALE ln = DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora l'l..4 / . 14.8 106 144 \.J,NDSC,J;,¢' ANDSCAPE ARCHITECT if? KELL y . . . {}; RASMUSSE 1- , -7 .. \-"i],,,-. fJ) • • -NO, 3432 PLANS APPROVAL DATE . . ~ =--=-= -i ASSESSMENT DISTRICT 88-1 .. -<J,,: ORANG!; COUNTY ENVIRONMENTAL •• MANAGEMENT AGENCY ' Of CAL !fO 400 CIVIC CENTER DRIVE WEST SAN:TA ANA, CA 92702~4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 ' "Cl '· I . f:/0 50' 'l5 l)_,Z) -. , . • • . -:..:':::-".~,·~~- ·-,, q r;,~ 14 ' '. IRRIGATION PLAN . HP-6 , cu 12208 EA O.E.O.251 . ' X X x---- X X Cl LU >-Cf) en > Cl LU LU a: Cf) LU > I-LU <( a: Cl LU I-<( Cl " Cl>->-LU CO CO I-Cl Cl <( LU LU ...J z :,:'. ::J (!) 0 0-LU ...J (/) <( LU I 00 0 I-z I ...J C) w en C) 0:: z w <:( :;,-0 I-z 0:: C) w en CD w ...J 0 <( c::c -& cc Cl LL --I c::c (.) LL Cl w i I-c::c I-u, -~ - u LJ f'I') TYPICAL NOTE SYMBOL TYPICAL: DESCRIPTION • - MAINLINE SERVING CAL. TRANS. EASEMENT - MAINLINE SERVING STATE PARKS MAINTENANCE AREA. ALL MAINLINE CROSSING STREETS SHALL BE INSTALLED IN Sch. 40 GALVANIZED PIPE, 6" DIA. MIN. ALL CONDUIT SHALL BE Sch. 40 GAL- VANI.ZED PIPE 2" DIA. MIN. ' MAINLINE IS DRAWN DIAGRAMATICALLY FOR GRAPHIC CLARITY~ ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS - EASEMENT IN THE PLANTING AREA. • FORM OC-OE-90-PF (REV. 1/86) 111139444 PVC Sch. 40 LATERAL LINE . PIPE SIZING CHART SIZE GALS. 3f4" 0-8 1 " 9-14 1 1 /4-" 1 5-_22 . '• ' . 1 1 /2" 23:30 • 2" 31-50 2 1 /2" 51-72 X ALL LATERAL PIPE FOR POP-UPS AND ALL . . . 'D' & 'K' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 4" SUPPLY LINE FROM THE EXISTING 2" TURBO RECLAIMED WATER METER (INSTALLED BY IRWD), TO THE 2" BASKET STRAINER, THEN TO THE 2-1/2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULD THE S"f ATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. THE SYSTEM REQUIRES 114 GPM MAX. AT56 PSI MIN. 'H' P.O.O.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 2-1/2" SUPPLY LINE FROM THE EXISTING 2"DISK RECLAIMED WATER METER (INSTALLED BY IRWD), TO THE 1-1/4" BASKET STRAINER, THEN TO THE 1-1/2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULD THE.STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR P.O.C TIE-IN. METER CIVIL STATION# ;J. ~i?§±<1A:oo PCH (10+91.50 SCAj THE SYSTEM REQUIRES 52 GPM MAX. AT 47 l?SI MIN. METER ELEVATION = 112.0' 'l _ , -METER CIVIL STATION# =; 325+3,6. --- HIGHEST HEAD ELEVATION = 104.0' ------------METER ELEVATION = 112.0 •••• ----~·------- TOTAL AREA SERVED = 191,724 SQ. FT. HIGHEST HEAD ELEVATION = 114.0' ESTO. YEARLY WATER DEMAND = 19.06 AC. FT. TOTAL AREA SERVED = 38,819 SQ. FT. HYDRAULIC GRADE LINE = 330.0' ESTO. YEARLY WATER DEMAND = 3.86 :AC. FT. STATIC PRESSURE = 94.39 PSI HYDRAULIC GRADE LINE '\t330.0'. STATIC PRESSURE /='94.39 PSI 4S 7 ' 18 PRESSURE CALCULATION FOR: 'K' 'K' + VALVE 29 35 GPM + 'D' 62 GPM = 97 GPM / HGL(HYDAAUUC GRADE LINE) 330.00 PRESSURE CALCULATION FOR: CONTROLLER 'H' 'H'-VALVE 19 11 GPM ~ / METER ELEV~TION • i !2.00 HGL (HYDRAULIC GRADE LINE) t'-'Hl=GH=ES"-T=HEA'-"O'-"ELEV=ATI=CN"-'------_-·-=-----'''-'"·'+--""1~04c.,,O"l0 METERELEVA11ON • IRRIGATION RECLAME□WATIERMETIER -2•;;, -HK3HESTHEA□ELEVATICN BASKETSTIRANER • . 1.?5 . IRRK3ATIONRECLAIMEDWA11ERME11ER MASlERVALVE 2-40 BASKET STRAINER MAIN LINE PIPE 6.49 MAS1ER VALVE . LATERAL LINE PIPE ' . • 5:60 MAIN LINE PIPE • _· El.ECTRICREM'.:>lECONTROLVAf..VE / \3.50 LATERAL LINE PIPE PRESSURE REQUIRED AT SPRINKLER . 3 5. 00 ELECTRIC REWOlE Co.rrROL VA~VE MISC. LOSS (20'%0FTOTALPIPING LOSS) ·, 2.42 , PRESSURE REQUIRED AT SPRINKLER ELEVATION(LOS&GAIN)' "" ··, •3-46 -MISC. LOSS(20%OFTOTALPIPINC,LOSS) • r.,To""T"'AL---aP=aE=ss=u=aE'"""'a=Ea=u=rn""E□:-:F=oa=-o=P""ER""AT:::10::-cNc-'--+-',s=•-=-. s-=-lg _ _ ELEY~1:l~N_(LOSS/GAIN) -• • ~ . ,, 330.00 112.00 114.00 0.40 2.10 • 1.00 0.25 • 2.10 • 4.70 . 35,00 • 0.47' 0.81 EXISTING WATER PRESsURE AT METER 94 .39 '=to=T=AL---;P=RE=ss=u=RE'"""'R=E=au=1R""ED:-:F=o=-a =oP""ER=-aA-=T1o=N,--+-4:--=6----::. 6-=-19 RESIDUALPf\ESSURE .38.70 EXISTlNGWAlERPAESSUAEATMETER 94.39 PRESSUREREGULATOASETTlNG' 67 RESIDUAL PRESSURE 47.51 PRESSURE REGULATOR SETTING 5 6 V 1 X CONTROLLER 'D' LOCATION. _RAINBIRD ISC-B-16. ~--------aCONTROLLER 'K' LOCATION. RAIN BIRD ISC-B-32. ,.. CONTROLLER 'H' LOCATION. RAIN BIRD ISC-B-24. . / ..,.... IRRIGATION LINES WITHIN THE RIGHT OF WAY.-' CONTRACTOR SHALL INSTALL EACH WALL MOUNT CONTROLLER IN A SEPA~TE VANDAL PROOF ENCLOSURE, SEE SPEC. 20.61.5. __ FINAL LOCATION OF THE CONTROLLER TO BE APPROVED BY THE - LANDSCAPE ARCHITECT. _ CONTRACTOR SHALL COORDINATE THE .. SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER: ALL LATERAL PIPE FOR NON --' PQP-UPS LOCATED OUTSIDE THE RIGHT OF WAY ' i , 120 VAC POWER FROM THE ·SCE ELECTRICAL P.O.C. LOCATED AT STA. #3'2.!2+50. HE SHALL VERIFY THIS LOCATION IN THE FIELD. ' X II + DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL, PROJECT NO. SHEETS 12 Oro 12.4 / 14.B 107 144 LANDSGAPE ARCHITECT N □ .3432 -PLANS APPROVAL DATE EXP, 12-31-95 ---/ ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL -MANAGEMENT AGENCY • 400 CIVIC CENTER DRIVE WEST SANTA ANA CA 92702-4048 THE IS.EITH COMPANIES .. 2995 REDHILL AVENUE COSTA MESA, CA 92626 ----- I .. .• OF CALlfO APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER, METERS 'AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT-,...._ SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE • ..__, CALL (714) 476-7500. . ~, ONSITE APPROVAL ~) kfa51 DATE 2,, • ZD ctz_ SCALE 1" = 50' SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. . -. . TYPICAL. ELECTRICAL (120V) WORK SHALL BE SHOWN OFELECTRICAL • - PLANS AND SIGNED BY REGISTERED ELECTRICAL ENGINEER. SEE DETAIL 'I'. I THIS'PLAN ACCURATE FOR IRRIGATION ONLY. I IRRIGATION PLAN HP~ 7 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 •P50• GRADING SHT G-7 & QC GRADING 3 -185[0,23lPF• 3014 2467 28-Nov-89 05•00 PM/ 3014-9999 PU 12208 EA O.E.O.251 X X X X 'J' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 3" SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER METER (INSTALLED BY IRWD), TO THE 1-1/2" BASKET STRAINER, THEN TO THE 2" MASTER CONTROL VALVE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE START OF INSTALLATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'M' FOR P.O.C TIE-IN. THE SYSTEM REQUIRES 65 GPM MAX. AT 55 PSI MIN. METER CIVIL STATION# = 345+72.69 - ·'E' P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 1'. P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 3" SUPPLY LINE FROM THE EXISTING 2" DISK RECLAIMED WATER 2-1/2" SUPPLY LINE FROM THE EXISTING 1-1/2" DISK RECLAIMED • METER (INSTALLED BY IRWD), TO THE 1-1/2" BASKET STRAINER, WATER METER (INSTALLED BY IRWD), TO THE 1-1/4" BASKET THEN TO THE 2" MASTER CONTROL VALVE. CONTRACTOR SHALL STRAINER, THEN TO THE 1-1/2" MASTER CONTROL VALVE. VERIFY EXISTING PRESSURE BEFORE THE START OF INSTAL-CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE THE LATION. SHOULD THE STATIC PRESSURE BE DIFFERENT THAN START OF INS-TALLATION. SHOULD THE STATIC PRESSURE BE THE STATED PRESSURE NEEDED FOR OPERATION, CONTRACTOR DIFFERENT THAN THE STATED PRESSURE NEEDED FOR OP~RATION, SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE DETAIL 'Q' FOR CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. SEE P,O.C TIE-IN. DETAIL 'Q'_fOR P.O.C TIE-IN. THE SYSTEM REQUIRES 60 GPM MAX. AT 36 PSI MIN. THE SYSTEM REOUIRES 58 GPM MAX. AT 55 PSI MIN. METER ELEVATION = 108.0 1----+--1 1 HIGHEST HEAD ELEVATION = 123.0' ' METERCIVILSTATION# = 345+73.69 METER CIVIL STATION# = 345+74.69 METER ELEVATION -108.0' METER ELEVATION = 108.0' TOTAL AREA SERVED = 104',330 SQ. FT. 1----t--1/ ESTO. YEARLYWATERDEMAND = 10.37 AC. FT. HIGHEST HEAD ELEVATION = 113.5' HIGHEST HEAD ELEVATION _ 112.5' TOTALAREASERVED = 38,000 SQ. FT. TOTALAREASERVED = 80,750 SQ. FT. · , HYDRAULIC GRADE LINE = 330.0' ESTD.YEARLYWATERDEMAND = 3.78 AC.FT. 'ESTD.YEARLYWATERDEMAND = 8.03 AC.FT. 1----+-----1 1 STATIC PRESSURE = 96.13 PSI HYDRAULIC GRADE LINE = 330.0' -· HYDRAULIC GRADE LINE = 330.0' 0 UJ Cl) PRESSURE CALCULATION FOR: CONTROLLER 'J' 'J'. VALVE 16 = 41 GPM STATIC PRESSURE = 96.13 PSI STATIC PRESSURE _ 96.13 PSI , ~~....,,,..,.-.........,..,......-""""=::==========~========~-!\-. ----------;:'.:======~~~ >-co 0 UJ Cl) > UJ a: UJ ~ 0 '-- > UJ a: UJ ~ 0 0 >->- UJ co co 1-o o <( UJ UJ ....lz ~ :::, CJ (.) (.) -UJ ....I (/) <( UJ I (.) 0 (.) z C) U) w 0 2 Cl -.... ·c:( .... cc Cl Cl. Cl.) 2 c:( a: .... u. 0 .... 2 w al: .... a: c:( a.. w Cl c:( -2 a: 0 z __J w C) z <{ 0 l-a:: w m __J <{ :l Q5 c:( (.) u. Cl w .... c::t t; • ,~ I I.::] - HGL (HYDRAULIC GRADE LINE)-330.00 , METER1=LEVA110N 1.08.00 HIGHESTHEADELEVATlON , 123.00 F====~----:,-----t~'-'-4.:-.:,> IRRIGATION RECLAIMED WA TEA MElER BASKET STRAINER , MASTER VALVE , MAIN LINE PIPE LATERALL\NE PIPE ELECTRICREIIOTEc<fflROL VALVE ' / , ' ,, PRESSURE REQUIRED AT SPRINKLER._ MISC. LOSS (20% OF TOTAL PIPING LOSS)' ELEVATION (LOSSJGAIN} ' ""'" '•. - . '.?l il7\ '\!)!ff -'/.I 'J-4', ··, 1111/.'~' PVC Sch. 40 LATERAL LINE PIPE SIZING CHART SIZE 3/4" 1 " 1 1 /4" -1 1/2" -2" GALS. 0-8 9-14 15-22 23-30 31-50 2 1/2" 51-72 ALL LATERAL PIPE FOR POP-UPS AND ALL IRRIGATION LINES WITt-JIN THE RIGHT OF WAY SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER. ALL LATERAL PIPE FOR NON POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY : SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. TYPICAL. 0.82 - 1.00 - 1.34 , 3.95 3.70; 35.00 1.06 6.50; )( FORM DC-OE-90 PF (REV. 1/86) 86J!,4« PRESSURE CALCULATION FOR: CONTROLLER 'E' 'E' -VALVE 4 m'> 34 GPM HGL (HYDRAULIC GRAD~UNE) ' METERELEVATION -., '. HIGHE.STHEADELEVA110"N-. ; ' : IARIGA110N RECLAIMEOWA+ER METER BASKET STRAINER , ; M"'5TER VALVE -. ' MAIN LINE PIPE ', " . LATERAL LINE PIPE ' ' ELECTRiCREIIOTEc<fflROLVALVE PRESSURE REQUIRED AT SPRINKLER ' MISC,LOSS (20"/oOF TOTAL PIPING LOSS) ELEVATION (LOSSIGAiN) • 1 __ TYPICAL THIS SHEET ... ALL.--SPRAY HEADS SHOWN AT TOP OF SLOPE ON THE SOUTH SIDE OF PCH, SHALL BE INSTALLED AT THE RIGHT OF WAY LINE. I 1' .-1 :Al SYMBOL DESCRIPTION MAINLINE SERVING CAL. TRANS. EASEMENT MAINLINE SERVING STATE PARKS MAINTENANCE AREA. MAINLINE IS DRAWN DIAGRAMATICALLY FOR , GRAPHIC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS EASEMENT IN THE PLANTING AREA. -····•'"'"' 0.90 0.70; t.1 0 ' 2."09 3.70. ••• 3:-60 • -20.00 ',1.16: '2.38 )< PRESSURE CALCULATION FOR: CONTROLLER 'I' 'I' -VALVE 2 c@ 31 GPM - HGL(HYDRAUUC GRADE LINE) METER ELEVATION HIGHEST HEAD ELEVATION IRRIGATION RECLAIMED WATER METER • • 8/\SKET STRAINER .. _ MASTER VALVE ------" , M~IN LINE PIPE · LATERAL LINE PIPE ELECTRIC REIIOTECONTROL VALVE PRESSURE REQUIRED AT SPRINKLER MISC. LOSS (20% OF TOTAL PIPING LOSS) ELEVA.TION (LOSS/GAIN) __ _ ,,----r\ ---. . ' 330.00 108.00 112. 50 2.20 ·--------_ _ 0.90 1.50 4.80 2.50 3.41 35.00 1.46 1.95 53.72 96.13 ~-r __ 42.41 64 CONTROLLER 'J' LOCATION. RAINBIRD ISC-B-32. CONTROLLER 'E' LOCATION. RAIN BIRD ISC-B-16. .. CONTROLLER 'I' LOCATION. RAIN BIRD ISC-B-16. CONTRACTOR SHALL INSTALL EACH WALL MOUNT CONTROLLER IN A SEPARATE VANDAL PROOF ENCLOSURE, SEE SPEC. 20.61.5. FINAL LOCATION OF THE CONTROLLER TO BE APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL COORDINATE THE • 120 VAC POWER FROM THE SCE ELECTRICAL P.O.C. LOCATED AT STA. #:4 +50. HE SHALL VERIFY THIS LOCATION IN THE FIELD. ELECTRICAL (120V) WORK SHALL BE SHOWN OF ELECTRICAL PLANS AND SIGNED BY REGISTERED ELECTRICAL ENGINEER. SEE DETAIL 'I'. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' . ' I THIS PLAN ACCURATE FOR IRRIGATION ONLY. I 1 I 2 I 3 I / I , ,' ' ... ~,-,, .•• •' )( • • < / POST MILES SHEET TOTAL DIST COUNTY ROUTE ,TOTAL PROJECT NO. SHEETS 12 Oro 12.4 / 14-. 5 1081 144 \..-~ND S C-1,0 f' 4~~bl~~ ... REGISTERE[G ~ANDSCAPF. ARCHITECT • Cl 1-1.\ • ~. 2,.. ~ ND. 3432 ::L ---,--~~-=cc-,=-------~ PLANS APPROVAL DATE 0 EXP. 12-31~95 1 --; i,...;..;;;.~------------~ ~ ,f !J - ASSESSMENT DISTRICT 88-1 * -==~/ ijt ORANGE COUNTY ENVIRONMENTAL "r~r .,.,,. MANAGEMENT AGENCY €' OF CALlfOl'- 400 CIVIC CENTER DRIVE WEST , SANTA ANA. CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE . COSTA MESA, CA 92626 ~ ~ ' ' . ' . ~ ~--:_-__ --('\:. Ln,~ ~ I" t-- APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACJLITIES MUST BE APPLIED FOR ANO/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-7500. ONSITE APPROVAL DATE. Z.-·M .9z_· SCALE 1" = 50' iRR~GATiON PLIAN HP-8 cu 12208 EA O.E.0.251 - X X x---- X X 0 w >-Cf) ID > 0 w w er: en w > ~ w <( er: 0 w ~ <( 0 '-0 >->-w ID ID ~o o <( w w ...J z ~ ::JC) 0 0-w ...J (f) <CW I 00 0 f-I <.!) U) 0:: w ::---. , z <.!) U) w 0 z 0 j::: < I- CC 0 a. Cl) z < = I- LL Cl 1-z w a: I-= < a. w Cl z ....I w <.!) z <( 0 I- 0:: w CD ....I <( FORM DC-OE-90-PF (REV. 1/86) 6619444 >< PVC Sch. 40 LATERAL LINE PIPE SIZING CHART SIZE 3/4" 1 " 1 1 /4" 1 1 /2" 2" 2 1/2" TYPICAL THIS SHEET· GALS. 0-8 9-14 1·5-22 23-30 31-50 51-72 ALL SPRAY HEADS SHOWN AT TOP OF . SLOPE ON THE SOUTH SIDE OF PCH, SHALL BE INSTALLED AT THE RIGHT OF WAY LINE. ,J 10 -:---____ ------------r- >< -TYPICAL: -.. - ALL MAINLINE CROSSING STREETS SHALL BE INSTALLED IN Sch. 40 GALVANIZED PIPE, 6" DIA. MIN. , , ALL CONDUIT SHALL BE Sch. 40 GAL- VANIZED PIPE 2" DIA. MIN. -, TVPlt"AI mIE. SYMBOL DESCRIPTION 0 MAINLINE SERVING CAL. TRANS. EASEMENT ·, ,, : 0 MAINLINE SERVING STATE PARKS MAINTENANCE AREA. - ALL LATERAL PIPE FOR POP-UPS AND ALL IRRIGATION LINES WITHIN THE RIGHT OF WAY SHALL BE SCH. 40 PVC, BURIED WITH A MINIMUM OF 12" COVER. ALL LATERAL PIPE FOR NON • POP-UPS LOCATED OUTSIDE THE RIGHT OF WAY SHALL BE UVR-PVC SCH. 40 ON-GRADE PIPE. TYPICAL. MAINLINE IS DRAWN DIAGRAMATIGALLY FOR GRAPHIC CLARITY. ALL MAINLINE SHALL BE INSTALLED OUTSIDE OF THE 9' WIDE CAL TRANS EASEMENT IN THE F?LANTING AREA. / / / , , / / / / CONSTRUCT. TERRACE DRAIN . PER O.C.E.M.A,·PLAN NO. 1321 . /(TVPJ / ,-----/ ,:-:~/ ·-----,-C-- ;(// ~ -·~i.rl) ----- ------~-c-+~7---------------- 4D_ ' / - , • >< a N_ ci I-' q-t:... + f/.1 ,q-..<] ~-+-'~-+---tf') f(1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES , ,, 4'0 '.· . ......_ l?l 0 / / / , t-' ::c if\ ._.., -;:.-.. ---"..,.,'+_ ---------- _-85 . --- /ff If/ '' / /J; ,,, k; , J >< 1 . 2 3 / .. N .orw 73.9 F& I \ I I , , / / ( I THIS PLAN ACCURATE FOR IRRIGATION ONLY. I >< i , \ 435,f-L !, / ! , , DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 12.4 / 109 14.S 144 1-lA-l')z,,.. NO. il432 .._, ----,-,--::-:-::==:-=-,-.,.,--=-:-:::=--------PLANS APPROVAL DATE EXP .12-31-95 ---/ \ ; ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA CA 927 -8 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 / / , ,' I , ,' ,:;·/· ,I \ \ \ , , / OF CA\-lfO APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS ANO ALL CONNECTIONS TO' IRVINE RANCH WATER , . DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBOIVIS!ONS/DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-7500, (?m\ l\,,_-:\f 8 c; [ ONSITE APPROVAL. ~~-=-~W~~-V_ DATE 2, • Z() • 1'l--..:::~ ,, ' -- SCALE lw = 50' IRRIGATION PLAN HP-9 cu 12208 EA O.E.O.251 99 / SYMBOL MFG. MODEL NO./DESCRIPTION •--t--1!-----4----~i-------------;__-~+---1--1---.---11-----1 GPM PSI RAD DETALL )t lt---- > III 0 w en Gj a: w ~ 0 0 w en Gj a: w ~ 0 ..... ' -o> > W III III 1-0 o :5w w :::i z :,,:: ue> u ...Jen w c:ew :r: U O U ~ z (!) ::J -w (/) (!) a:: z ~ <( ' --~ ~ 5 w )t )t oo m LIJ _J 0 <( ~ 0 ~ Ii: 0 0,. U) ::!'l: c::t I= u. 0 1-::!'l: w a I-m: c::t fh Cl 12] □- □ "v V 9 0 0 0 0 12] (/) 0 (/) 0 ffi <D @ RAIN BIRD PA-8S-PRS-22Q-SS STREAM SPRAY RAIN BIRD PA-8S-PRS-22H 0SS STREAM SPRAY RAIN BIRD PA-8S-PRS-22F-SS STREAM SPRAY RAIN BIRD PA-8S-PRS-16Q-SS STREAM SPRAY RAIN BIRD PA-8S-PRS-16H-SS STREAM SPRAY RAIN BIRD 1812-SAM-PRS-80-FL T SHRUB POP-UP RAIN BIRD 1812-SAM-PRS-8H-FLT SHRUB POP-UP RAIN BIRD 1812-SAM-PRS-120 SHRUB POP-UP RAIN BIRD 1812-SAM-PRS-12H SHRUB POP-UP RAIN BIRD 1812-SAM-PRS-150 SHRUB POP-UP RAIN BIRD 1812-SAM-PRS-15H SHRUB POP-UP ' ' RAIN BIRD 1812-SAM-PRS-229-ss SHRUB POP-UP .67 1.33 2.66 .67 1.30 .33 ,65 .53 1.05 .75 1.50 .67 20 18 20 18 20 18 20 14 ,, 20 14 20 8 20 8 20 10 20 10 20 12 20 12 20 18 RAIN BIRD 1812-SAM-PRS-22H-SS SHRUB POP-UP 1.3~--.. 20. 18 RAIN BIRD 1812-SAM-PRS-160-SLA ~RUB POP-UP .67 20 14 RAIN BIRD 1812-SAM-PRS-16H-SLA SHRUB POP-UP 1.33 20 14 RAIN BIRD 1806-SAM-PRS-1 OQ-LA TURF POP-UP .33 20 8 RAIN BIRD 1806-SAM-PRS-1 OH-LA TURF POP-UP .65 20 8 RAIN BIRD 1806-SAM-PRS-150 TURF POP-UP .75 20 12 RAIN BIRD 1806-SAM-PRS-15H TURF POP-UP 1.50 20 12 RAIN BIRD 1806-SAM-PRS-15EST TURF POP-UP .50 20 4X24 RAIN BIRD 1806-SAM-PRS-15SST TURF POP-UP 1 .. 00 20 4X24 RAIN BIRD 1401 FULL CIRCLE FLOOD BUBBLER .25 20 --- RAIN BIRD 25BPJ-FP-ADJ-DA IMPACT ROTOR 3.40 35 35 RAIN BIRD. 25BPJ-FP-ADJ-DA IMPACT ROTOR 3.40 35 35 RAIN BIRD 25BPJ-Ff>-ADJsDA IMPACT ROTOR 3.40 35 35 RAIN BIRD 151118 POP-UP IMPACT ROTOR 3.40 35 35 RAIN BIRD 151118 POP-UP IMPACT ROTOR 3.40 35 35 GRISWOLD DW-PRV SERIES ELECTRIC REMOTE CONTROL VALVE, SIZE AS NOTED. GRISWOLD 2030 SERIES MASTER VALVE, SIZE-AS NOTED .• CASH-ACME TYPE FW-3/4" PRESSURE RELIEF VALVE. RAIN BIRD ISC-8 SERIES ELECTRIC WALL MOUNT CONTROLLER. INSTALL IN A VANDAL PROOF ENCLOSURE. SEE PLAN FOR SIZE. RAINBIRD ¥44 NPQUICK COUPLING VALVE W /NON-POTABLE PURPLE COVER HAYWARD NIBCO ' #72 SIMPLEX BASKET STRAINER W/3fJ MESH SCREEN. T-113 LINE SIZE GATE VALVE FOR SIZES 2-1/2" & SMALLER. F-619 (FLANGED) LINE SIZE GATE VALVE FOR SIZES 3" & LARGER. 'A'/'C' 'A'/'C' 'A'/'C' 'A'/'C' 'A'/'C' '8' 'B' -'B' '8' '8' '8' 'B' 'B' '8' '8' 'D' 'D' 'D' 'D' 'D' 'D' 'E' 'F' 'F' --'F' 'G' 'G' 'H' 'H' ' I' 'J' 'K' 'L' 'M' ' "v ' 12] ~RR~GAT~ON l!EGIEND coll1litDll1llUleo1 APPROVED LATERAL LINE, SCH. 40 PVC PIPE, SIZE AS NOTED. 'N' BROWNLINE ALERTLINE RECLAIMED WATER MAINLINE VIOLET IN COLOR. 1-1/2" 'N' & SMALLER Sch. 40 PVC PIPE, 2" & LARGER CL. 315 PVC PIPE. APPROVED CONDUIT, SCH. 40 GALVANIZED PIPE, 3" MIN. DIA. BROWNLINE UVR-PVC SCH. 40 PIPE ON GRADE, SEE NOTE ON PLAN. NIBCO T-413 LINE SIZE CHECK VALVE. APPROVED SLEEVE, SCH. 40 PVC PIPE 6" DIA.-MIN. INSTALL42" BELOW FINISHED GRADE. EXTEND 12" PAST EDGE OF PAVING. EXISTING RECLAIMED WATER METER BY I.R.W.D. ,-I------MULTIPLE VALVES PER STATION .-----CONTROLLER STATION NUMBER •" ~~ ,f c ~ o--GALLONS PER MINUTE VALVE SIZE 'N' 'P'/'O' 'R' 'S' --- I CONTACT THE "IRWD" OFFICE TWO DAYS PRIOR : TO THE START OF CONSTRUCTION AT '(714) 476-7652 AND ~ACH WORK rjt,.y THERE ' I AFTER UNTIL COMPLETION OF PROJECT. i I i ! ,f DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT , NO. SHEETS 12 Ora I 12.4 / , 14.S lt---''----:,----r--.----1-----''-......:-1...:.· ._;•;....;...-L.__--J , _v, I ; 110 144 , ✓• 119, .. V,, 11 ,. \,~NDSC,i,o REGISTERE'.!''~ ,NDSCAPE ARCHITECT f_<:j :.,.~.e,,,=~ .... t;-, _ f_J!)' #KELLY ,~ . ..,,. '-l.J l.+l ' ~ ~ \ .... l_"""'i V • I~ ' 1l l-:-U-">Z..... t; · No.J432 2 ~=-===~-:::-:'::::-----4--PLANS APPROVAL DATE _ ~' _ EXP.12-3I-95,; ,;:;.t 1----~..;.;.;,;;.;.;.;,;;.,;;;.~_.;...;..._,_~ ";j -_/ {) I • = ASSESSMENT DISTRICT 88-1 'f,1-.s--==,.../ ;;_,, ORANGE COUNTY ENVIRONMENTAL "l-1t .... ,.;~ MANAGEMENT AGENCY ~ OF CA\-1f0" 400 CIVIC CENTER DRIVE WEST St.NTA ANA. Ct. 92702-AI\A 8 . THE KEITH COMPANIES 2996 REDHILL AVENUE COSTA MESA, CA 92626 ,,'---~~~:::::.::=-=-----~----! ! ,{ APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLll:.D FOR AND/OR APPROVED THROUGH , THE IRVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT i SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE , CALL (714) 476-7500. tJih'- ONSITE APPROVAL ~ }'tlf §'5 [ DATE 1./ Z,0 .qz; -{ ' ! I- -. -----L-L--4----------------------,---------------:-----------T-FFOO RRRReie o5iujcc:'eeoo pp:j'.°L AAIN~Sl---:;-o ---:--, ---:-2 ---:-3 -T---------------~----------.--~-------·__, ·.;.....,....;,..;;-....;_....;' _______ -l, ~RR~GAT~ON DETA~LS ·HP-i 0 __ _':F~O~nt:_~ ~oc~-~or1-o~o~-l'~F~(~n::ev~.~1~10'..::o~l _:"~""':_ ______________ _j ________________________ J. _ _:o:;_R,;_:IG:;_IN.;_A,;,:L_;S:.:C:;_A;:,LE:..;_:IS:_l:.:,:N..:l:.;_NC~H,;,:E~S-..!:l==:'::::::::=:'=l'==•='==:==::':=.'-_t_ _______________ _;__ ____ -;::::-;;;-:,:;;;--;;:;;;-:;:~C~U~J2~2~0~8~ .. :--::-:::-:::-:::::-::=,_;~' ~E~A~Q~E;0~2~5~)=-~---_j' CALTRANtl SlGNATtmE BLOCK NOTES -\6010,23lPFJ 10053 1B015 03-Bop-91 OB,23. Ptl / 10053-9!19 0 w >-rJ) llJ -> 0 w w a: rJ) w > !;;: w a: 0 w !;;: 0 ' >->-fil llJ llJ ~fil 0 w ::JZ :.:: uCJ u JU) w <( w I uo u . ~ z (!) -' (/) w c:: (!) w ~ f' . J 0 z 1- (!) c:: in LiJ Li.I 00 0 ~ z:: Cl i= c:t l-a: Cl c.. -Cl) z:: c:t cc 1- u.. Cl I-~ w ~. lie d: c.. w Q • • z -a: --N ,- --co ,- C w i-a---PVC Sch. 80 RISER II:l:j---RECLAIMED WATER STICKER :ii w ct I-..Jct hl:: PER CAL TRANS STDS. a: FINISH GRADE % as required} - PVC Sch. 80 RISER r PVC Sch. 40 TEE OR ELL PVC SCH. 40 LATERAL • C ·-E -. N ,... . C ·-E . • CX) NOTE: - C w :;; a: -w ct I-..Jct hl :: 14----RECLAIMED WATER STICKER PER CAL TRANS STDS. a: ~=~--2-''FAST-LOCK GALV. BANDS llj.-----11---#4 REBAR, anchor 24" deep ~~f---UVR-PVC Sch. 40 RISER -i-,-'1co---ADV IN RISER (as required) --- SWING JOINT (two 90 street ell's FIPT x MIPT) UVR-PVC Sch. 40 LATERAL LINE FINISH GRADE Install only in areas outside state R.O.W. ·-----------------------------'--1---------------·-- -~= SIHIRllJll81 SIPRAV OINI R~S!ER --CURB,WALK,OR FOUNDATION FINISH GRADE j<l--6" min. --1>1 ~'7'7'7~~.j;:"'.'.;r:'.71-.. _ _:._ _____ ~='ii=='!='rl=.==i RECLAIMED WATER STICKER-~ PER CAL TRANS STDS. POP-UP SPRAY HEAD --------C>t PVC Sch. 80 RISER----.. 2 • PVC Sch. 40 ELLS -- (T x T} AND PVC Sch. 80 THREADED NIPPLE PVC Sch. 80 NIPPLE PVC LATERAL LINE PVC Sch. 40 STREET ELL z -:a . N ... (C= SIHIRUIB SIPRA V OINI GR.ADIE --CURB,WALK,OR FOUNDATION j<l ld1---6" ml n. --1>1 POP-UP SPRAY HEAD --------»t PVC Sch. 80 RISER --- 2 • PVC Sch. 40 ELLS (T x T} AND PVC Sch. 80 THREADED NIPPLE PVC Sch. 80 NIPPLE ---. PVC LATERAL LINE PVC Sch. 40 STREET ELL FINISH GRADE -~ ■ C wa: :ii w ct I-..Jct hl:: a: . z -:E . N ... BUBBLER HEAD-------e>t,,- FINISH GRADE --~ ~ADV IN RISER " -~(as required) ~ PVC Sch. 80 RISER ------!>I PVC Sch. 40 ELL---~ 6" N -... □--I ~ ~fW---"" !cl--PVC Sch. 40 -ELL .__ __ PVC Sch. 80 CLOSE NIPPLE '---------PVC Sch. 40 TEE IN LATERAL [Ee BUBBLER ON RISER C ·-E ~ ... \<!--SPRINKLER HEAD ON RISER 0 !<!---VANDAL PROOF COUPLING ::==~--2-"FAST-LOCK GALV. BANDS _ :1---+---#4 REBAR, anchor 24" deep C w a: :ii w ct I-..J ct hl :: a: 1e1---UVA-PVC Sch. 40 RISER SWING JOINT (two short nipples and two 90 elbows) ADV IN RISER (as required) D UVA-PVC Sch. 40 LATERAL LINE FINISH GRADE APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY - WATER METERS ANO ALL CONNECTIONS •• ro IAVINE RANCH wATER DISTRICT FACIUTIES· MUST BE APPLIED FOR AND/OR APPROVED THROUGH • ·THE IAVINE· RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT • I • , DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT -NO. SHEETS 12 Ora 12.4/•14.S .Ill 144 !'--NDSC;t ff •.u.=w.,.,=..u. V "P 1 ~i\-1>)2, t; ' NO, i.1432 ' ~ =-:-:-:-=--=:::';:7-:-:-:-=-=,-----ll--- PLANS APPROVAL DATE (.!) EXP.12·31·95 -, c----...;.. ...... ...;..;.;.;;;;.;.....;..;;, ____ --4. ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY OF cA\.lfO 400 CIVIC CENTER DRIVE WEST S NTA ANA CA 927 -8 -THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 ~--FINISH GRADE I <_1-1---POP-UP IMPACT ROTOR C SWING JOINT ·-\ I PVC Sch. 40 ELL AND STREET EL E . L- . N SHORT NIPPLE T'" ~ ADV IN RISER(as required) -PVC STREET ELL --0, ' ,,,} ) ,_ - PVC LATERAL --TEE IN LATERAL _j • (Gic IPQIP .. UJJP ~MIPACT FINISH GRADE PLASTIC VALVE BOX W/ LOCKING COVER. MARK "R.C.V" AND STATION NUMBER ON COVER. CONTROL VAL .. ... .. .. . ... . .. ... ... .. .. . . ... . . .. . . . .. . . . ... . .. .. . ... . . . ... . . .. . .. . ... .. . . . . . .. . . . .. .. . . .. . . .. . . . . . . . . . ... . .. . . . . . . . . . .. . . . . ... . . . . . . . . . ... . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . .. ... .. .. .. .. .............................. . ~ONE CUBIC FOOT , ~3/4" CRUSHED ROCK -~/////////////./////////////////////////////////. P.V.C. MAINLINE "Snap~tite" ELECT. CONNECTORS ~ P.V.C. MALE ADAPTOR (2 required) % ~P.V.C. sch 80 . ~NIPPLE Sch. 40 1------------~------------------------- lS= SHRUB !POIP~UIP [Q) c T IUJ Rf IP O IP~ IUJ IP SECTION. FOR sPEcrF1c REau1REMENTs FOR oaTA1N1NG sERv1cE rLJJ c lf">Q IN]"ii"IEil O l V A lVre CALL (714) 476-7500. U7J \bi, U tin ~ ir=. ,, ___ ··--------·----··---·-·-·---1----·------------.!02!;iN!§!SlillTE~Pe!JQ~--1:~~~i{#~Bf;;.5~[--llAil;.-'Z,r,;;_~·W~·..J°l~-Z..,,::::.,._,._ ____ ~----------,-:.---------:,;_-__;; ____ ..:.:,__j -. FORM DC•O -oo-PF (Rl!V, 1 /00) c, - FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES IF= ~MIPACT QIN] G!AA[D)IE 0 1 2 3 ' IRR~GAT~ON DETA~Ls· HP-i i cu 12208 _ EA OEO251 CALTRANB BIGNATUaE BLOCK NOTES· 16010,231PFt 10063 18015' 03·6op·9I 05,23. PM/ I0053·9'.l9 ' . ' lt---- 0 w >-Cl) Ill 5 0 w w a: Cl) w > ~ w a: 0 w ~ 0 ' >->-0 w Ill Ill 5 0 0 w w ::> z ::.:: g (!l () Cl) w <i w J: () 0 () ~ ~ 52 w (/) (!) a:: z w <( ~-0 . . I-..._, . ct:: (!) w -m ~ _J -o. <( • NOTE: . .------WALL MOUNT CONTROLLER 0 STAINLESS STEELVANDAL 1<1---PROOFCONTROLLER ENCLOSURE PER CAL TRANS STDS. 120 VOLT ON-OFF SWITCH lt..--3" DIA". -coNDUIT & SWEEP ELL FOR CONTROL WIRES FINISH GRADE 4" CONCRETE BASE 120 V.A.C. CONDUIT .___ • 11 d s per local code. All wire to be Insta e a provide commercial padlock and two (2) keys to owner ~ = CONlTROlllEA -NOTE: 10 .. ROUND VALVE BOX STENCIL 'Q.C' ON LID PVC MAIN LINE PVC Sch. 40 ELL FINISH GRADE INSTALL 6" FROM NEAREST ADJACENT PAVED AREA. FORI.I DC-O -oo-PF (REV. 1/D0) .. - --·--·-- .---FLANGED FITTING .---PLASTIC VALVE BOX WITH LOCKING COVER. FINISH GRADE HAYWARD #72 BASKET STRAINER WITH 100 MESH MON EL SCREEN. ,i~,~•~';'",' ONE CUBIC FOOT OF 314 .. CRUSHE[) ROCK - FINISH GRADE .---UNION 10" ROUND PLASTIC UTILIT! B~.x LID WI LOCKING LID. STENCIL G.V ON . RECLAIMED WATER 4" • 2" f ; PVC MAINLINE ::·:·:~:::;;;;; 1111 '•" "~~ -PVC MALE ADAPTOR ONE CUBIC FOOT OF (2 REQUIRED} 3/4" CRUSHED ROCK NOTE· Install valve bo,c so that the top of cover • • • h de in ground cover is 2" above fInIs gra - and 1 /2" in turf _areas. areas . ORIGINAL SCALE IS IN INCHES FINISH GRADE CARSON -INDUSTRIES #910-12 I 10" ROUND PLASTICJJTILITY BOX WITH <, LOCKING LID. STENCIL "G.V" ON LID. ,--FINISH GRADE LATERAL LINE CL BACKFILL MAIN LINE or SLEEVE NOTE; I I to be snaked In trenches. 1.AII plastic p p ng I I at 1 O' Intervals. 2.Bundle & tap~. w r ngln wiring at change of 3.Tle a loose_20 -looih n ao• Untie all loops direction greater a · d after all connections havoth~ee;n:~s~o of the 4.lnstall all control wire on main line pipe. 100, 0 c :::~: :~r~~a:i:.tn:;!~lf~:~~~~ns for • backfill and compaction requirements. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY -----··---- - 0 IRVINE RANCH_ ~WATER : WATER METERS.--AND ALL CONNECTIONS -;NO/OR APPROVED THROUGH DISTRICT FACILITIES MUST 8\E~p~-1~~srit~~ SUBCIVISIONS/OEVELOP.MEITT THE IAVINE CRIAFN,cC~EalJ1r:.:MENTS FOR OBTAINING SERVICE '' SECTION. FOR SPE -. . CALL (7_14) 476-7500. (',-· I ONSITE APPROVAL DATE ~ = TAlENlCH~NlG 0 1 2 3 ' , DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT -NO. SHEETS 12 Ora • 12.4 /: .14.S _112 144 NDSCAPE .ARCHITECT THE KEITH COMPANIES 2995 REDHILL AVENU~ COSTA MESA, CA 92626, SWING JOINT - #4 REBAR (24" DEEP MIN.)-~ GSP SLEEVE TWICE THE DIA. OF 12• MIN --UVR-PVC PIPE. CONCRETE BENCH DRAIN UVR-PVC LATERAL (Q)= P~PIE ACROSS BIENJCH DAA~Nl ·.----UVR-PVC Sch. 40 PIPE anchor at 10' O.C. UVR-PVC Sch.40 COUPLING r----UVR•PVC Sch. 40 PIPE r FINISH GRADE ~ END VIEW AQ--N• 3 REBAR Install to a depth 24" NOTE: insta on Y In II I • areas outside state R.O.W. · ~= IP~IPIE ON GAADIE ~RR~GAT~ON DETAiLS .::•HP-i 2 0 :i: EA OE0251 CU ( 2208 OJ-Bop-gl Oll,23_ Pl1 / 100!!J-9~l9 •~~ "'OCK NOTES -16010,2JlPF, 10053 18015 CALTRANS 61GNAT..,., "'- . ' I 0 0 0 >-en 0 w en r;j a: 0 w en 5 w a: w ~ 0 I-z :c ...J (.!) w en <.!> 0:: z w-<( > ~'o 0 1-z 0:: !::2 w en ~-~ <( • FORM DC-0 -oo>PF (REV. 1/00) .. ,.... i UVR-PVv----, ADAPTER .-----PVC UNION NIBCO CHECK VAL VE (LINE SIZE) FINISH GRAD,r,----, UVR-J>VC SCH. LATERAL ■ ABOVE GRADE CHECK VALVES SHALL NOT BE INSTALLED IN STATE R.O.W. FINISH GRADE ~-#5 PULL BOX 4' MIN. BUSHING • TYPE 'A' PAVEMENT MARKER AT EDGE OF PAVEMENT CAP---' #3 REBAR ~=r:::::-::::::::::::::::::::::::::::::::::1 ~I;----+---------------------------------------, ~ "'. ~--1:-~-~--=--.:..· ·:..i--+--·,,.·_-..:.· -_-_-_-_-_-_-_-_--_-_-_-_-_-_-_-_--_-_-_-_-_-_-__,· • ~- MIN 2 C.F.---' CONCRETE. -·· •• THRUST BLOCK CONDUIT '----'WATERLINE CROSSOVER .__ __ CONTROL WIRE CROSSOVER W/ PULL WIRE COMPACTED OR UNDISTURBED SOIL FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 , DIST. COUNTY ROUTE 1 12 Ora THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 POST MILES SHEET TOT AL TOT AL PROJECT · NO. SHEETS 12.4 / . 14.B 113 144 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY -WATER METERS ANO ---ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILmEs MUST BE APPLIED FOR ANO/OR APP~OVED THROUGH TtlE IAVINE RANCH WATER DISTRICT SU801VISIONS/OEVELOPMEITT SE~ON. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE · CALL (714) 476-7500. ONSITE APPRO~AL ® £tif 8,51 DATE ~RR~GAT~ON DETA~Ls· HP-13 cu ·12208 EA OE0251 CALTRANB SIGNATURE BLOCK NOTES· l6010,231PF, 10063 18016 03·8op·9I 05123_ PH/ 100153·9~l9 )( )( ' )(---- )( )( ' 0 w >-rn co 5 0 w w a: Cl) w 5 I-w <i:: a: 0 w I-<i:: 0 ' >-@m >-co 1-o 0 :')w w ::i z ~ oO 0 .J rn w <i:: w I . 00 0 I-z :r: _J t!) w CJ) t!) 0:: z w <{ ,,-., 0 ' I-,_,. z 0:: t!) w ID CJ) _J w <{ Cl . --- ~ 0 -I-, c:.t I-cc 0 a. U) & -- <tC CIC I- LL 0 I-:z:: w a I-a: c:.t a. w Cl • c:.t -z: cc 0 LL -..J ~ ~ u LL 0 Cj w I I-c:.t I- U) tl1.r ·:I@ I I Irvine Ranch Water District SPECIAL 0NSITE RECLAIMED WATER NOTES A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE IRVINE RANCH WATER DISTRICT ("I.R.W.D.) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. -· B. ALL ON SITE CONSTANT PRESSURE RECLAIMED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH "I.R.W.D.'S" REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. I D. E. .. ALL CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED PVC. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECLAIMED WATER. NOMINAL PIPE SIZE, PVC-1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS ' SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES, SHALL BE TAGGED WITH IDENTIFICATION TAGS. (a) TAGS SHALb.. BE WEATHERPROOF PLASTIC, 3" X 4'', _ PURPLE IN COLOR WITH THE WORDS "WARNING - RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA _ -• AGUA IMPURA -NO (b) TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY: TOM CHRISTY ENTERPRISE, 21207 W. STRUCK AVE., ORANGE, CALIFORNIA, 92677, (714) 771-4142. OR APPROVED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: (1) ATTACH TO VALVE STEM DIRIECTLY OR WITH PLASTIC TIE-WRAP OR (2) ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR (3) ATTACH TO VALVE COVER WITH EXISTING VALVE_ COVER BOLT. F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. ' ' G. • WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOIR THE ENTIRE LENGTH OF , ALL CONSTANT PRESSURE POTABLE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE (5) FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER ,PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM 1-INCH-HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT: I. THE "I.R.W.D." SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF THE CONSTRUCTION AT (714)~76-7652 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF PRQJECT . ' J. ALL PRESSURE MAIN LINE PIPING FROM THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10-FEET- MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A PVC CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE - POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. CONVENTIONAL (WHITE) PVC PIPE vonu oc-o -oo-PF cnev. 11001 .,,..u . K. L. M. 0. MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE PURPLE TAPE WHICH READS "CAUTION - RECLAIMED WATER." ' THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST - BE OPERATED BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M., UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO -AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. CONTACT THE "I.R.W.D.'' OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TEST AT (714)47607652, AND ARRANGE FOR A WALK THROUGH OF THE SYSTEM. i FAILUR_E TO COMPLY WITH ANY OR ALL THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. WARNING TAPE ON RECLAIMED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT-BY- PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. 1. --WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINES. 2. WARNING TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP ON THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE PURPLE IN COLOR: WITH THE WORDS "CAUTION -RECLAIMED WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND · PERMANENT. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' , -· 0 I -ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. ' ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPEAND SHALL BE INSTALLED PRIOR 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 DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF:SAID REJECTION. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTROLLER SHALL NOTBE IN STATE R.O.W. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERA TING PRESSURE FOR EACH SYSTEM. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., . SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER - POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. ---- - --- IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THI:: IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED. IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. ADV(ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON -·ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. 1 I ' 2 I • 3 I -I ! - -,. ___ ! DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT -NO. SHEETS 12 Ora I 12.4 / . 14.B 114 .144 1r-_,_~----,--.----.,___ __ __.__....__,____..J.__-I ' _v, I • •• , , , ..JI J,., ~ I\ , \.-1>--NDSC,1,o AEGISTEREIQ\ ANDSCAPE .ARCHITECT f.<;J # ;-ELL y ""~:. : 11_,jY ,{R, ,'_<t\AI 1.c;.c;i: -y Lu i 1-1...\-0,7.,,-. t; · No.a432 :i: ~~~:="'='~~==,------\\.--PLANS APPROVAL DATE C!> _ EXP.12·31·95.j -/ ~----------~~ . . !!! -• ASSESSMENT DISTRICT 88-1 • f.1-ii! ORANGE COUNTY ENVIRONMENTAL ~,.-1,.e~o"'=F=cAL"". '"°,..,.'°~',.. MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA. ca 92702-A_A,, THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 , ____ _,__;;_;._;~.;;;:.;:._-----------1 THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM. , REQUIREMENTS. SHOULD THE STATIC PRESSURE EXCEED 20% OF STATED PRESSURE, INSTALL A 'WILKINS' 600 SERIES PRESSURE REGULATING VALVE (IN A SEPARATE VALVE BOX) DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING VALVE AT 10%, HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE, NOTIFY THE ARCHITECT IMMEDIATELY. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALLBE ' SOLID COPPER UF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIR)= FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. ALL PRESSURE MAIN LINE SHALL BE INSTALLED OUTSIDE STATE R.O.W. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER PCS.SIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN 8" DIA. GREEN PLASTIC VALVE BOX ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND • HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ' ALL LATERAL LINE PIPE ACROSS CONCRETE DRAIN BENCHES SHALL BE INSTALLED IN A GALVANIZED SLEEVE. (SEE DETAIL). APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY. , WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIONS/DEVELOPMENT --SECTION. FOR SPECIFIC l=l.EOUIR.EMENTS FOR OBTAINING SERVICE CALL (714) 476-7500. ~ 0Ns1Te APPROVAL (,kl£) Pc 85 I DATE -1--w, ·°I?.-• ~RR~GAT~ON -DETA~Ls·. HP-14 cu 12208 EA OE0251 CALTRANS SIGNATURE BLOCK NDTEB • 16010,2JJPF1 10063 18016 OJ-Sop-91 06,23. PM / 10063-9'.<9 X X x---- X X ., >-[]] 0 w (/) > w [[ w I-<( 0 '- . ·· . .., 0 ,W (/) > w [[ w I-<( 0 0 >->-w []] []] 1-0 o <Cw w _Jz ~ :J ('.) () ()_ w _J (/) <( W I 00 0 I-I (.!) CJ) er; w .--~ z (.!) CJ) w 0 z _J w (.!) z <( 0 Ii: w CD ...J <( I • I f , I ,/ I 1 ; N I !PLANTING LEGEND 9XMBQL , r : I ' ' BOTANICAL NAME HETEROMELES ARBUTIFOLIA LYONOTHAMNUS FLORIBUNDUS "ASPLENDIFOLIUS" Pl:.ATANUS RACEMOSA SAMBUCUS MEXICANA HYDROSEED MIX #2 · ALTA FESQUE -SOD COMMON NAME •• TOYON . CATALINA IRONWOOD CALIFORNIA SYACAMORE MEXICAN ELDERBERRY SHEET QTY. 8 6 2 2 2 SIZE 15 GAL~ 15 GAL: 24" 36" .15 GAL. REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES • VARIETY TO MATCH ADJACENT GOLF COURSE DEVELOPMENT (. ' . ~-' ' ! -·--·--' ,, .... ' ,,._ ~..:. __ "•-. ... _"'--- · MIN. SETBACK FROM TRVD. WAY 15' 30' 40' DIST. COUNTY ROUTE 12 Ora THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12.4 / 14.S ,115. 144 . \.,;I ,-...: ,, :t V1 ::c , \J ,_ <::11; ~ :~· --~ ·.·,.:·•.·'"·~:..-• .. -._,__,,.,..... . -~--·· ••. -~ .-: :-,:: ,:.··:·. ,:, , 245 0<\ . ::C: > -----------·-,' \~~35 ---"3)~.cc..--c..=-=~-,-,--------__ ......... -,· --_ ----: .-.--v-~ ------r . ·----=--=--' .. -.... _ ·-· --~-., • --•"• • ----------. =:1-=--~=;c:-=-:;==~f====:-:=-=-=i'~~2-~~~irl~_-;\~l/;\~·~1-~e,-~·'_·_:_~~-0~•....:,.~,.y~t -:::-:::::=-~--~----. ------'. '·---------. _______________ -----~-I-·_--------:;_:-~· ·----------·-· ____ _.---. ~~.Ao,-.-,~__:;;~~-.,,,.-•··~-~"'"~"'-·<·· ., 1· ----;-.c'l":"' _:-.=:",~---:",..::::".,~~-==.._-:, • \ .... --,• t--1· .. -----------· --' --... .. -C.,/ ' ~-:1.3o..:::.::----------• --·--'"-T,, ~~~~:~I~~1j~~~i~~I~~~~~~~~~ :a:: Cl ~ o:::c I- C!: Cl Cl. c,, :a:: o:::c cc I- LL. 0 I-::.: w a: I- CC o:::c Cl. w Cl o:::c -:a:: cc Cl 'LL. -...J o:::c C,) LL. Cl si en @ FORM DC-OE-90-PF (REV. 1/86) 8639444 . --\ ... .. . 1'.". ,....__ ... --_ _,. 'G· ••• ·-----. " / • • ' ----· ... t----• --rf..:.. ' / \ ------/ ,I . I /'' .. ,, /-· ----,;", ·------· ·---· . -· ---•• 1• • •' / I ' .'· , . ...:.... . ' -i1~-~~---.'' "< -__ _. ✓•• ~ .·--· ..... ' ,_ ./··--· / .. : =--' ... ". '· :::,:· ' ... ------·-o~. ',. ', I 7/ • •,. (. ·" ', .. , • ··-... .. , ; ·,:"',.'., ~2\;,• .. ·•---- )( ~ ,v t,._ '--ENTRij.NC~ fo _i/ "' ',\ , ·," ,::---,~: __ _ ~ k ~ k PELICAN POINT / 1230 F.G>. • ', \, ·,\ \_ ~ Q "f (l ' ·,_ ', !)') ~v ~07rlES: ""' ' C\.J ¥ \/ · -1. DPR TO REVIEW AND APPROVE THE LOCATION, TYPE AND QUALITY OF ALL CONTAINER STOCK PRIOR TO PLANTING. ALL CONTAINER STOCK SHALL BE LOC.ATED TO AVOID OBSTRUCTING BLUE WATER VIEWS FROM PACIFIC COAST HIGHWAY. 2. ALL PLANT-QUANTITIES LISTED ARE FOR THIS SHEET ONLY. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. R E F E R T O C A L T R A N S LA N D S C A P E ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. 5. 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING. )( -•. SCALE .1" -50' ALL AREAS DISTURBED WITHIN THE <LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. PLANTiNG PLAN HP-15 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 " --=::,.. cu 12208 EA OEO 251 • ·X X x---- X X 0 LU >-(/) Cll > 0 LU LU a: (/) LU > I-LU <! a: 0 LU I-<! 0 " 0 >- > -LU Cll Cll I-0 0 <! LU LU _J z ~ :J CJ CJ (J -LU _J (/) <! LU I <JO CJ f- :i:: (!) Cf) 0:: w > . ·o ·Z (!) Cf) w 0 z 0 -.... c::c .... cc C) Cl. Cl) z c::c a: .... LL. C) .... z w a: .... a: c::c Cl-w Cl c::c -z a: 0 LL. -...I c::c c:., LL. 0 w .... c::c .... u:, z ..J w (!) z <( 0 f-0:: w ID ..J <( I ~ i-; ::i:: .· U1 / FORM OC-OE-90-Pf (REV. 1 /86) 8li 394u PLANTING llEGIEND SXMBOL BOTANICAL NAME HETEROMELES ARBUTIFOLIA PLATANUS RACEMOSA SAMBUCUS MEXICANA HYDROSEED MIX #2 ALTA FESCUE -SOD ----- R/W MIN. SETBACK COMMON NAME . SHEET QTY. SIZE FROM TRVD. WAY. TOYON 24 15 GAL. 15' CALIFORNIA SYACAMORE 1 24" 40' 2 36" MEXICAN ELDERBERRY 3 15 GAL. REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES VARIETY TO MATCH ADJACENT GOLF COURSE DEVELOPMENT ,.,,-· /:\;0 / / Lim· s Of ~,:,:cdn~~( • '--,..,,.,--# __ ,,,...,,.-,_~_,,,,.. -·" -··· /,,,• ,,-· ,, )( / NOTIES: 1. DPR TO REVIEW AND APPROVE-THE LOCATION, TYPE AND QUALITY OF ALL CONTAINER STOCK PRIOR TO PLANTING. ALL CONTAINER STOCK SHALL BE LOCATED TO AVOID OBSTRUCTING • BLUE WATER VIEWS FROM PACIFIC COAST HIGHWAY. 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS 3. 4. 5. SHEET ONLY. THIS PLAN IS ACCURATE FOR PLANTING ONLY. REFER TO CAL TRANS LANDSCAPE ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. ALL AREAS DISTURBED . WITHIN THE LIMITS OF GRADING SHALL BE HVDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HVDROSEED SYMBOL IS NOT INDICATED, USE THE MIXTHAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 )( --- - ' ! 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING . )( \ \ DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro 12..'l-/ 1'1.8 REGISTERED I LANDSCAPE ARCHITECT PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER. DRIVE WEST SANTA ANA CA 92702-40 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 rf'l . ········-. \!l SCALE 1" = 50' ·I-' :c VI ;fa 2.6,·t • C" '.':9 ... 116 144 1>JID1S C,1 ASMUSSE t NO. 3432 :C OF CALlfO PLANTING PLAN HP-16 cu 12208 EA OEO 251 X X x---- X X 0 w >-(/) CD > 0 w w a: (/) w > I-w ~ a: 0 w I-~ 0 -----0 >->-w CD CD t-o o ~w w _J z ~ ::::i (9 (.) (.) -w _J (/) ~WI (.) 0 (.) z ...J w (!) z <( 0 ~ w m ...J 0 <( :a:: Cl j:: c::c I-= Cl CL. (I) z c::c cc: t- u. Cl 1-z w 2E I- CC: c::c CL. w Cl c::c -:a:: cc: ~ -...J c::c c.:I u. Cl w I-c::c I- Cf.) I ~ FORM DC-OE-90-PF (REV. 1/86) 86J9444 >< >< PlANTING LEGEND SYMBOL ( BOTANICAL NAME HETEROMELES ARBUTIFOLIA LYONOTHAMNUS FLORIBUNDUS "ASPLENDIFOLIUS" PLATANUS RACEMOSA SAMBUCUS MEXICANA HYDROSEED MIX #2 ALTA FESCUE -SOD ----- COMMON NAME TOYON CATALINA IRONWOOD CALIFORNIA SYACAMORE MEXICAN ELDERBERRY SHEET QTY. 12 4 2 1 4 -SIZE --ts· GAL. 15 GAL. 24" 36" 15 GAL. MIN. SETBACK FROM TRVD. WAY 15' 30' 40' REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES VARIETY TO MATCH ADJACENT GOLF COURSE DEVELOPMENT I 265 •Y 266 ') . ' --_,. I / / / / / I / / / / / 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS SHEET ONLY. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. R E F E R T O C A L T R A N S L A N D S C A P E ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. 5. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS.· SHOWN ADJACENT TO THE AREA IN QUESTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 >< ; I / --------·---• ._ ·-~-- : I i I / >< 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE -----PRE<STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING. DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro IZ.'t I 14.B REGISTERED LANDSCAPE ARCHITECT THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 ' \, ".. ~- \, \, \ \, ,. \ . \ ' i ' \ ' SCALE 1" = so· \ 1-17 PLANT~NG PLAN • HP-17 cu 12208 EA OEO 251 144 0 LlJ >-Cf) CD > 0 LlJ LlJ a: Cf) LlJ > I-LlJ <( a: 0 LlJ I-<( 0 " 0 >->- L!J CD CD I-0 0 <( LlJ LlJ _J z :,,:: ::J 0 C) ()_ LlJ _J (fJ <C LlJ I 00 0 I-z ::c l') ..J - w V) n, ~ l') U..· z g;: . <( 0 O z ~ l') w (/) [D w ..J 0 <( & C) -1-,:c l-a: C, Cl. (I) & < cc I- LL C, I- & w :'E I- CC < Cl. w Cl < -& cc C) LL -....I < (.) LL 0 w I-< 1- CI) ~ FORM DC-OE-90-PF (REV. 1/86) 6639'144 ' \ \. \ . ---- ' ' \ \ \ / - --- ' ·, ' '.~ ' ' \ PLANTING llEGIEND SYMBOL ~t~ ~, 0 0 ~ □ \ \\J ' BOTANICAL NAME HETEROMELES ARBUTIFOLIA PLATANUS RACEMOSA SAMBUCUS MEXICANA HYDROSEED MIX #2 ALTA FESCUE -SOD R/W -. ----- X COMMON NAME TOYON CALIFORNIA SYACAMORE MEXICAN ELDERBERRY SHEET QTY. 16 5 3 6 SIZE MIN. SETBACK FROM TRVD. WAY 15 GAL. 15' 24" 40' 36" 15 GAL. REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES VARIETY TO MATCH ADJACENT GOLF COURSE DEVELOPMENT / \ I i \ X -~jrnH~ Of Grading J ,! // / ~O"'f!ES: ," ~·. _,, •.. .. . ' / 1. DPR TO REVIEW AND APPROVE THE LOCATION, _ / TYPE AND QUALITY OF ALL CONTAINER STOCK • PRIOR TO PLANTING. ALL CONTAINER STOCK SHALL BE LOCATED TO AVOID OBSTRUCTING BLUE WATER VIEWS FROM PACIFI.C COAST HIGHWAY, 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS . SHEET ONLY. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. R E F E R T O C A L T R A N S L A N D S C A P E ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. 5. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. 6• • FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES p 1 2 3 ( ; X I / / I J ./ / / R/W ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING. DIST. COUNTY ROUTE 12 THE KEITH COMPANIES , 2995 REDHILL AVENUE COSTA MESA, CA 92626 X I POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12.4 I 14.8 118 '.144 SCALE 1" = 50' PlANTiNG PLAN. HP"'.'. i 8 cu 12208 EA OEO 251 X X x---- X X o. LlJ ' >-(/) ID > 0 LlJ LlJ a: (/) LlJ > ~ LlJ 0: 0 LlJ I-<( 0 "' 0 >- > -LlJ en en 1-o o <( LlJ LlJ ...J z :,::: :J(!) (.) (.) -UJ ...J (J) I <( UJ (.) 0 (.) I-:c <.!) V) a:: •-• I 0 z <.!) V) w 0 c::c -z a: Cl LI-·-...J c::c (,,) Li-e, z _J w <.!) z <( 0 I-a:: w m _J <( si en ---~ ENTRANCE . TO LOS TRANCOS:l t!ll, ~ PARl<ING LOT X ' /; rHN""m (_:< -~: ' ':1 -· - '• <\) ~-"'·~"(. - C:B-/-1-25.45 if;INT -, ...., • "".? , ---~ ~\ ~-~~~~ i f • __ .,,.,,., \ \, '\ \\., ' ' ' ' ' ,, \ ENTRANCE TO CRYSTAL COVE I-IISTORICAL SITE ·, "'-·~ ~ ,, ' ~O"if'IES: 1. •· DPR TO REVIEW AND APPROVE THE LOCATION, TYPE AND QUALITYIOF ALL CONTAINER STOCI( PRIOR TO PLANTIN~. ALL CONTAINER STOCK_ , 'SHALL BE LOCATED TO AVOID OBSTRUCTING 2. 3. BLUE WATER VIE\1fS FROM PACIFIC COAST HIGHWAY. ALL PLANT QUANTITIES LISTED ARE FOR THIS SHEET ONLY. THIS PLAN IS ACCURATE FQR PLANTING ONLY. REFER TO CAL TRANS LANDSC~~E ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. 5. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED , . - SYMBOL IS NOT INDICATED, USE _THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. FORM DC-OE-90-PF (REV. 1/86) 0039444 PLANTING llEGIEND SYMBOL BOTANICAL NAME •• EXISTING TREE TO BE PRESERVED HETEROMELES ARBUTIFOLIA LYONOTHAMNUS FLORIBUNDUS "ASPLENDIFOLIUS" --- PLATANUS RACEMOSA RHUS LAURINA HYDROSEED MIX # 1 HYDROSEED MIX #2 BACCHARIS PILULARIS "CONSANGUINEA" COMMON NAME SHEET QTY. SIZE TOYON CATALINA IRONWOOD 7 .54 42 15 GAL. 15 GAL. .59 16 24" 36" CALIFORNIA SYACAMORE LAUREL SUMAC 15 15 GAL. -. REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES ' ' MIN. SETBACK FROM TRVD. WAY 15' 40' • -- COYOTE BRUSH CONTRACTOR TO COMPUTE 1 GAL. 5' O.C. HE! I ro @~?L P';f! 1 ./"'" me sEE 0•~1xTuaE AND .APPucAT10N RAT~s I ~::i; / '; •· ;:;;,,~ __ imits-OfGrading··--. ,, , • / -"J -ti? -~""" • ~~~~:; • , I ,_ ,,, -r-C~~is~#i~~~~ ~~~¾~ • .. ~ ~ .- 295_ '. • -. ------- -------, __ ½, ,' . , ---------~ • Limits Of Grading / -.:______,_ -------------- 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING. X -, ' FOR REDUCED PLANS ORIGINAL SCALE 18 IN INCHES 0 ' \S\', / '\\ ; o,"' , j 1 2 3 / -0 F • , I ' ' I ' . • ' / DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 l Z. 't / . 14. S 119 I 4 4 vi'-\'-\D S C;q REGISTERED LANDSCAPE ARCHITECT • ifi ASMIJSS -:P I-0 1-V.-C-,l--CJ) ND. 3432 2; P=-:L--:A.,.-,N-::-S--:A-=-P=PR=-=o""'v.,..,A-:-L-::D-:--A:::::TE=------XP. 12-31-9 ---, ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY OF CALlf0 400 CIVIC CENTER DRIVE WEST SANTA ANA CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 ',,", '"'. ',,, ',. ' ',"" ·"· • • ------.. ~ '··.<· . •, w~~ . ,, • "· , '• ,?, ,c',. '•,,, \::'' >~ ' ',,_. '-.,-._ ·, '' ,, ·,,; ", ',, -~-l'I- ·, '-'.,,, '•, -., -, '. 01 ' . - :·~ \¼_'>-~~~-----~:::---. -, ' ,, . t, /, '· ' ·-.. _ ·--.:,_·'> ',',, ' ---.... ·< . / 'C\. . >·-.,_ '•, ·----·-, • .., __ ~_:_-, __________ .·; -, 6-x. ------Co· , ,., • ; ('o "\(,/ ·,, -~-/ ,, _i , , -'6'l'\,(;: , , ..,___ ' ' . ; .. -" ,t~ -' ; , ' , ' • I SCALE la= so• PLANT!NG PLAN .• HP-19 cu 12208 EA OEO 251 )( x---- X . X >-I]] 0 w (/) > w a: w 1--<t: 0 " 0 >-WI]] 1--0 <t: w ....Jz =>c:, 0-....J (/) <t: w 0 0 I-I (!) en 0:: w ,-' , (., z (!) en w Cl 2: Cl -I-< I-cc Cl 0- Cl.) & c:C a: I- LL. Cl I- & w a: I-a: c:C 0-w Cl c:C -2: a: Cl u.. ::i c:C c., LL. Cl 0 w (/) > w a: w 1--<t: 0 >-I]] 0 w ~ 0 w I 0 z _J w (!) z <( 0 I-0:: w m _J <( si Cl) ~ -~ ., ' FORM OC-OE-90-PF (REV. 1/86) 0039444 ' '--.____ EXISTING • R/W I ' .._ ' ' ' ' ' TC ' r,,',· ' ROf'OSE_[)_ • ' ' --------------...l. ' ' ' \ I ' ij /, / / : / , /;;---, ,\_: ' ' ~!Co-' .-'J ~~ --1-,_ ---.J. ·," IC • :A-· --.-1- ' ' ' I j,' .. r; :;,/ •-:~;·rr,1 ~~{Al))l~ PlAN_TING LEGEND SYMBOL BOTANICAL NAME HETEROMELES ARBUTIFOLIA LYONOTHAMNUS FLORIBUNDUS "ASPLENDIFOLIUS" PLATANUS RACEMOSA SAMBUCUS MEXICANA HYDROSEED MIX #2 ALTA FESCUE -SOD COMMON NAME TOYON CATALINA IRONWOOD ·, CALIFORNIA SYACAMORE MEXICAN ELDERBERRY SHEET QTY. -19 ---·-- 6 39 10 4 SIZE 15 GAL. 15 GAL. .2':l"' 36" 15 GAL. REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES VARIETY TO MATCH ADJACENT GOLF COURSE DEVELOPMENT MIN. SETBACK FROM TRVD. WAY 15' 30' 40' X 1. ' / ' i ocY.:P:.-+--:v ! /' I '' b L-, 5.:"" / ' ' • ROPQSED / DPR TO REVIEW-AND APPROVE THE LOCATION, TYPE AND-QOAIITY OF ALL CONTAINER STOCK PRIOR TO PLANTING. ALL CONTAINER STOCK SHALL BE LOCATED TO AVOID OBSTRUCTING BLUE WATER VIEWS FROM PACIFIC COAST HIGHWAY. 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS SHEET ONLY. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. R E F E R T O C A L T R A N S L A N D S C A P E ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. '7 ' X DIST. COUNTY 12 Oro ROUTE POST MILES TOTAL PROJECT IZ.4-/ 14.0 REGISTERED LANDSCAPE ARCHITECT THE KEITH COMPANIES 2995 REDHILL AVENUE· COSTA MESA, CA 92626 • R/w·· 319 R/W SCALE la= 50' 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE ; SHEET TOTAL NO. SHEETS 120 144 5. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. PRE-STAl{ED FOR REVIEW BY THE ENGINEER PLANT. ING PLAN PRIOR TO PLANTING. HP-20 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 cu 12208 EA OEO 251 X X x---- X X Cl w >-CJ) co > Cl w w C: CJ) w > I-w <( C: Cl w I-<( Cl " Cl>->-W co co I-Cl Cl <( w w _Jz ~ ::JC) 0 0-w _J CJ) <CW I 00 0 I- I (!) .C/l ,. .JJ > 0 z (!) Cl) w a :a:: C -I-c::c I-a: C 11-Cl') :a:: c::c = I- LL. C I-:a:: w a: I-= c::c 11-w Cl :a:: = C LL. ::J c::c c.:, LL, C) z _J w (!) z <( 0 I-a:: w ID _J <( sl Cl') -~ R/W _'I FORM DC-OE-90-PF (REV. 1/86) 86J94o 0 Lj r<, r<) C',.j .. 'T ~ ir-~ rr, PLANTING LIEGIEND SYMBOL 0 0 [[[O ~ AQJAN!CAl NAME HETEROMELES ARBUTIFOLIA PLATANUS RACEMOSA SAMBUCUS MEXICANA HVDROSEED MIX # 1 HVDROSEED MIX #2 CONSTRUCT TERRACE DRAIN PER 0.C.E.M.A. PLAN NO. 1321 (TYPJ • • • , X COMMON NAME TOVON CALIFORNIA SVACAMORE MEXICAN ELDERBERRY SHEET QTY. 17 8 2 SIZE 15 GAL. 24" 15 GAL. MIN. SETBACK FROM TRVD. WAY . 15' 40' REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES X i f ) SAND CANYON -·-AVENUE 1. DPR TO REVIEW-AND APPROVE THE LOCATION, TYPE AND QUALITY OF ALL CONTAINER STOCK • PRIOR TO PLANTING-. ALL CONTAINER STOCK ------·--- SHALL BE LOCATED TO AVOID OBSTRUCTING BLUE WATER VIEWS FROM PACIFIC. COAST HIGHWAY. 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS SHEET ONLY .. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. R E F E R T O C A L T R A N S L A N D S C A P E ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. 5. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 !5' U IL/TY '=ASE.,&1£/VT X + 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING. DIST. COUNTY ROUTE POST MILES SHEET TOTAL ' TOTAL PROJECT • NO. SHEETS 12 Ora 12.4 / l'l·.B • 121 144 . . vl'·J-1D S G,.J,c ~ REGISTERED LANDSCAPE ARCHITECT !.:} KELLY J. "'l' {}j, RASMUSSEN fi 7••'/).~~?.,.-~\ NO. :1432 2: -PL_A_N_S_A~P-f:R_O_V_A_L_D_A~TE~-----1\ Col EXP .12-31-95 • ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST AN THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 SCALE 1 n = 50' R/W R/W OF CALlfO PLANTING PLAN HP-21 •P50• GRADING SHT G-7 & DC GRADING 3 -185[0,23JPF• 3014 2467 28-N~,-89 05•00 PM/ 3014-9999 cu 12208 EA OEO 251 X X <---- 0 w >-(/) ID > 0 w Ll.J a: (/) w > I-w <C a: 0 w I-<C 0 " 0 >->-w ID ID t-o o <Cw w _J z ~ ::, CJ 0 0-w _J (/) <CW I 00 0 I-:c {!) (/) c:: w '-z {!) (/) w 0 & Cl j::: c:c .... = C a.. Cl) & c:c a: .... LL. Cl .... & LU :liE .... cc c:c a.. LU Cl & cc C LL. -..... c:c c.., LL. Cl z ...J w {!) z <{ 0 I-c:: w CD ...J <{ si Cl> @ -- FORM DC-OE-90-PF (REV. 1/86) BfiJS-t« -- PLANTING LEGEND SYMBOL ~V[\. '{?,d 0 [ill] ~ BOTANICAL NAME HETEROMELES ARBUTIFOLIA PLATANUS RACEMOSA HYDROSEED MIX # 1 HYDROSEED MIX #2 / , R/W COMMON NAME SHEET QTY. SIZE TOYON 42 32 8 15 GAL. CALIFORNIA SYACAMORE REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES CONSTRUCT TERRACE DRAIN PER O.C.E.M.A. Pl::AN NO. 1321 (TYPJ 338 ,~')\o 339 ------- - - --- - - ")<., \~'\(._, 24" 36" -------- MIN. SETBACK FROM TRVD. WAY 15' 40' ---- ca M NI-' .-r,D_ .•.;, --<l """ ""' DIST. COUNTY ROUTE POST MILES • SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 12.4 / lt.B 122, · 144 REGISTERED LANDSCAPE ARCHITECT PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ·ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 N0 .. 3432 EXP.12-31-95 -_:er. ,;1 = .::::er ...E T..;±::::1= -LEET:=[ r=-n=- R/W )( ~ 348 ---- - -------------------- ' . ' --------·--,,.,,"' ,, )( Limifs Of Gradin;J. •• NOll"lES: 1. DPR TO REVIEW AND APPROVE THE LOCATION, TYPE AND QUALITY OF ALL CONTAINER STOCK. PRIOR TO PLANTING. ALL CONTAINER STOCK SHALL BE LOCATED TO AVOID OBSTRUCTING BLUE WATER VIEWS FROM PACIFIC COAST HIGHWAY. 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS SHEET ONLY. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. REFER TO CAL TRANS LANDSCAPE ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. 5. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 , 2 ~, 111111111111111~111 1~□ 1111u 11uuuu1luuuuu 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER PRIOR TO PLANTING. 3 SCALE 1ft = 50' --.. !: PLANTING PLAN HPi-22 cu 12208 EA OEO 251 ' X X x---- X X -· 0 w >-Cl) Cll > 0 w w a: Cl) w > I-w <! a: 0 w I-<! 0 '-0 >->-w Cll Cll 1-0 o <! w w _Jz :::t: => ('.) () 0-_J Cl) w <! W I () 0 () I-z :r: t.!) -' (/), w ~, t.!) z <( le., 0 z I- t.!) a::: w (/) m w -' a <( :a:: Cl -I-< I-a: C, ICI,. (I) :a:: < cc I- LL. Cl I-:a:: LI.I a: I-cc < ICI,. LI.I Ci < -:a:: cc Cl LL. -...J < f.-1 LL Cl LI.I I I-< I-(I) @l FORM DC-OE-90-PF (REV. 1/86) 86 39444 X PLANTING LEGEND MIN. SETBACK SYMBOL ~:, -0 0 [[I] [S\1 BOTANICAL NAME • COMMON NAME SHEET QTY. SIZE • FROM TRVD. WAY HETEROMELES ARBUTIFOLIA LYONOTHAMNUS FLORIBUNDUS "ASPLENDIFOLIUS" PLATANUS RACEMOSA ERIOGONUM FASCICULATUM "DANA POINT" HYDROSEED MIX #1 HYDROSEED MIX #2 X / / TOYON CATALINA IRONWOOD 40 22 15 GAL. 15 GAL. 31 11 24" 36" CALIFORNIA SYACAMORE DANA POINT BUCKWHEAT 105 15 GAL. REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES REFER TO SPECIAL PROVISIONS FOR SEED MIXTURE AND APPLICATION RATES . ' ' I / / .CONSTRUCT TERRACE DRAIN . . / PER 0.C.E.M.A. PLAN NO. 1321 . CTYPJ • / TI::r::'. 1 15' 30' 40' / / . l.!7 // ! / / I ; .. X \ \ j • 1 . • • BIW --- \ 0 r-..._'-. a~ "°l')(_, ~'\,'-?'\_'-" . \\ <..!) u'1 </Ji-~~-'-D et::~")"\ '; ___ ,.;_ ____ =i DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 12.4/ 14.8 123 144 --------------#'· 1>-NDSC,1 REGISTEREC. • LANDSCAPE ARCHITECT PLANS APPROVAL DATE ASSESSMENT DISTRICT 88.,1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 (, M SSE '?i • ~ NO. 3432 :C -9 -XP. 12-.:,J---/ DF CAL1'f0 X ~ _s,~: 18' 51 "t,J \~, _ -----,----,_-/~.;; ___ _!,,_._--~--. ---. . 354 . i :\ 55---'\'\,~.-_4-_-~-5,_6--t--~ ;· -3oor57---'\-,-(.,~--3-15-8-. --,,/ 0-✓-""_,.-. = -359 360 /. 348 -~t-.i~G-34\:\ /750 . o-.°'tfac0.°'":>eo_ • 351 ~<::>~'--> //; 352 °'"'1'>~~;~ 1 353 ~?~C • ro<o"'""-~' ~<t ~C If) ~ . / ""'l· ""-· • . J'Q·~S·· . . . ----- 1----,<-----,-,;·'i.,b;;~:O:::::'\~l,~-J1 \~"-i_:_~/~L~. :=~--~:=~-~====· ==-===~~-~. ~-=--=-::~-=-~? .. ~;,·_,~h~-=-f:::-:::~:?::-:~-:-~-=--=-:::-7:: .. ;;:/ t·,,.--~,. ~.~~-·.,:;_2.".':._2·-=·_....::. __ :::-:-=::-::_ ;i_:'::_-:_:-:_-::_t--i=-::=~~-':--=~--=-=---==~::::: __ "-~-~-:::~~-::-~--::=--_=--=-~/;:. 7._:-= .... -=-~:'~~~=---~~:~-~~~\-.=i~. ;::1.-~;-= ~:~ ~ --------~-~ -:.~ ::. : -:. -: -"""1•-- R/W )( . ~---t-111---n-t""Tct-++++f+++---L.J_J_~ 4'\ ~24" 24" ' ' / \ 8.0 W 2," / 78.fJ'F& ·., .. I -/ I I ---_/...----------u lJJJJJJJ_Ullll_l lJJJ ,,.o -rw -73-"1 P6 ' NIOTIES: I I • ' ' / / 1. DPR TO-REVIEW AND APPROVE THE LOCATION, \ t)YPE AND QUALITY OF ALL CONTAINER STOCK PRIOR TO PLANTING. ALL CONTAINER STOCK SHALL BE LOCATED TO AVOID OBSTRUCTING BLUE WATER VIEWS FROM PACIFIC COAST HIGHWAY. . . 2. ALL PLANT QUANTITIES LISTED ARE FOR THIS SHEET ONLY. 3. THIS PLAN IS ACCURATE FOR PLANTING ONLY. 4. 5. REFER TO CAL TRANS LANDSCAPE ARCHITECTURAL PROJECT PLAN STANDARDS FOR TREE AND SHRUB PLANTING DETAILS. ALL AREAS DISTURBED WITHIN THE LIMITS OF GRADING SHALL BE HYDROSEEDED. FOR TREE AND SHRUB AREAS WHERE A HYDROSEED SYMBOL IS NOT INDICATED, USE THE MIX THAT IS SHOWN ADJACENT TO THE AREA IN QUESTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 ' 2 3 ' ·, . 6. ALL CONTAINER MATERIAL LOCATIONS SHALL BE PRE-STAKED FOR REVIEW BY THE ENGINEER . PRIOR TO PLANTING. SCALE 1" = 50' • ,_ PLANTING PLAN HP-23 cu 12208 EA OEO 251 0 >-w Cf) (D 5 0 w w a:: Cf) I=! 5 w <( a:: 0 I=! 01. --11'") ' <( ti-i 11) Cl 1/) :): ~I ."I; ., '-->->-Om j=!o (D <Cw o· _Jz w :::> ~ ~ t)_ u _J Cf) w <CW [5; uo I-z ' ::c X (.!) ::I in ~ a:: !5! z <( 0 12 z ~ a:: in w. • ~ . w 0 <( z 0 ~ I-0:: X 0 0=i ~ ~ ..... 0 I-z: La.J ~ 0:: <.:C CL. La.J Cl <.:C -z: 0:: 6: I ' :::J 5 ..... X .. 0 ~~--s i (/') r~~ ~ 1COIIID!ICTOR SCH EDU Lt. 4WG CIRCUIT /;\ A 'i~ IA @ - - I I @ --I I © I I -I @ I I -I .SCC-14 0 -I -I 0 -I -I (GJ - - -I (,0 -- - I -- - -- TOTAL e 4 e a (A) ---I I @ --I I © I I -I @ I I -I -SCC-3 0 -I -I (?) -I -I @ ---I (il) ---I -- - - - TOTAL e 4 e a 1./.S.AI.S. e e -- -----#le ---- - ; TOTAL e e --- #6 -SERVICE ---c LUM/A/AIRE e e e - #IQ. ---- TOTAL 2 2 2 - (J)/ -I -I ! ' 0e - - 3 3 • .' ' Def. --- - - Loop (J)4 I I -I Cable. (J)5 --I I (/)6 -3 -3 c # /f::> ----- (/)8 -- - I TOTAL I 5 4 /0 ----- COAIDUIT SIZE 3· 3" 3" e"'5 ecc-/4 = S/GAIAL COA/Dt/CTOR CABLE -12 ii 14 CONDUCTORS. ecc..s = SIGAIAL COA/Dt/CTOR CABLE -3 COA/Dt/CTORS. • ' (J) ' '--1./) ' '--1./) ' (J) NOTE8 6Jc(/ 6JcL 6,.,73(/ ' (\J <l--6P =tG 8 (EXCLUSIVE) (EXCLUSIVE) (FREE OPERATION) CONTROLLER CABIN? CAMEO SHORES RD. 'PROX. 1,192' rt_ TO rt_; NOTE8 /w -... ~ ' (\J '-- - ' ' ~ 1./) 1./) ' (\J '--' ' 2 0 ~ ' 405' TO (\J /MIT IAIE '-- -.. ' (\J '-- ' (\J '-- ' 't '-- -·"' . ¼ - IA/5T4L.L R49 5/GA/5 . . , E AIOTE 6 AIOTE 7 - NOTE9~ c"C, c #6 (5/GAl4L) 2 # 10 (L./Gf/TIAIG)1 E( c # le (S/GAI) •• /JIU 2'C 8 3#6 (SERVICE) I f?"C, 3-.0L.C / Al.ST 4 LL R49 5/GA/5 EXIST. SCE DUCT STUB~ , .. _·u I Al.ST .4 LL R34 5/GAI I. TRAFFIC SIGNAL AAID HIGHWAY L/GHTIAIG COAISTRt/CT/OA/ SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPEC/FICATIOA/S AND STANDARD PLAAIS (DATED ✓AN. c38) AND THE SPECIAL PROVISIONS. . \ : , ~ . l -.... , ~ 2. NECESSARY STRIPING SIIALL 8E LOCATED PRIOR TO POS/T/OAIIAIG DET£CTORS (SEE SHEET. PD-!). ,3, ALL VEIi/CLE /AIDICAT/OAIS SHALL .6E le*. 4-. NEW COA/Dt/lT SI/ALL t3E e· UNLESS SHOWA/ OTHERWISE. • . •. I . • -. , 6. /A/STALL /10D€'L 170 CONTROLLER A85EMBL Y. exACT L OCArlON e,y CAL ,RANS F7ELD ENGINEER. . • • . -~ -.. - 7. /A/STALL /e0/e40 V. TYPE 2ZF.8F SERVICE EQUIPMENT ENCLOSURE WIT/I THE FOLLOW/NG CIRCUIT .BREAKERS, l-50A~IP (METERED SIGNALS), /-30A-/P (C/AIMETl=REiSL/GIITIAIG), AAID /-/5A-IP (METERED ILLUMINATED $/GA/$). LOCATE SERVICE-, CA.BIA/ET A M/A//MC/M OF 10·, FROM COAITl?OLLER CABINET. A HAIN BREAKER /6 RE{2UIR€D. 8. INSTALL 1-12 PAIR ti /9 SHIELDED INTERCONNECT CABLE IN I //2" CONDUIT. 9. INSTALL 2-12 PAIR # /9 SHIELDED INTERCONNECT CABLE IN/ I /2," CONDUIT. • GOLF COURSE MA/IIIT€AIAAIC€ YARD • NOT. 8 u ... w G G (ZJ5 6 p /5' /5' 70' -757 /8' "' 242 "' DETAIL ''A" -~ -;s _J (ZJ6P ~6 (ZJ4P -~ -- TRAFFIC SIGNAL MAINTENANCE EASEMENT /Al.ST .4 LL. R34 SIGAI .4 NOTE 8' E E n w - - -- I I~ T --- - _ _.,. / - - -- 5J/(/ I\) ' (\J I I.:::::_ HIGHWAY ' 1./) I I ' (\J 1./) I~ G G I I C\J '--. G ' I I~ ______ ] I I -- w /M:"C, 405' TO L.//vl/T L/AIE R w t I 3-.0LC NOTE8 'I' e£.3U e.ZCL e.ZCU DIST. COUNT'( ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 1 12.4/ 14.8 124 144' REGISTERED CIVIL ENGINEER •-· . ADNAN HINDIYEH No .42255 • • .. PLANS APP~OVAL DATE . . , ASSESSMENT DISTRICT, 88-1 • ORANGE COUNTY E:NVIRONMENTAL • •• _ MANAGEMENT" AGENCY ' 400: CIVIC CENTER DRIVE WEST : SANTA ANA, CA ·92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE , COSTA MESA, CA 92626 • xp 3/31/92 f ro CONTROLLER CABINET@ NEWPORJ NOTE 8 OAST DRJA'PPROX. 2.400' rt_ TO f.). . SEE SHEET E-3. · •• ' (J) ' ' 1./) " 1./) ' (J) RED YELLOW ("GREEAI Simullaneous "--,,.GREE# 'O 0 0 (f) • _,·,. TRAFFIC SIGNAL MAINTENANCE EASEMENT -STAAIDARD VEIi. SIG. MTG PED. -SIG PP.a /IP$ 1./.-S.AI.-S. Alo -SIG LUM TYPE MA MA MA POLE @ /7B-e-70 eO' le' I-MAS SV-1-T @ IA (/0') TV-c-T © e9A-5-70 55' A /5' I-MAS SV-1-T I-MAT @ IA (/0') TV-c-T ® 178-c-79 eO' le' I-MAS SV-/-T 0 IA (/0') TV-c-T @ e9A-5-70 55•A /5' /-MAS SV-1-T /-MAT 1.4 (/0') TV-c-T D. ~r DISTAAICE = eO' CALTRANS -ELECTRICAL REVIEWEQBY MTG 0 SP.I-T e SP-1-T 4 SP-1-T 4 SP./-T 6 6 SP.I-T SP.I-T e DATE RROW LUM/A/AIRE MES-SAGE eOOW 3/0W Cama.o D<ZI Mar eOOW 3/0W Cam,zo D<ZI Mar SIGNAL AND LIGHTING LOCATION 1 -· NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1 "= 20' E-1 FOR REDUCED PLANS f\l>l~IMAl C::r.AI I'" IC:: il\i IMr.1-ll'"S 0 I 1 I 2 I 3 I cu !2208 EA OE0251 ., 0 >-w V) (D > 0 w w 0::: V) I=! > w "1'. 0::: 0 ,c I=! U) , ,.._. '.111 c3 I)) • ' It) . ,._.-. ::::c • 1/) . ( -~ .<::J: '->->-Oro l=!o (D "1'. w 0 _Jz w ::> ~ -ue> u _JV) w "1'. w I uo u _C;;,...... I--. -::c z ,C---(!) ::i in w 0::: (!) ~ z <( 0 g ~ 0::: w in ID w ....l C <( z 0 ~ 0::: 0 a. en ~ I= LL. 0 I-:z: u.J i?! 0::: < ~ Cl I < -:z 0::: E I =i < (..) LL. -0 I ,c • I=! ~ @ COll/DtJCTOR SCHEDt/Le AWG CIRCUIT //\ I?\ ~ ~ @ - - I .I Ca) - - I I ©-I I -I @ I I -I SCC-14 0 -I -I 0 -I -I (G; --. I (,0 -. -I ---- - TOTAL c 4 c a (.4) . . I I @ --I I I I -I ,-- 2t ?_P -I> 4-6P :_tB 4 t 14-P .b, 8 (EXCLUSIVE) (EXCLUSIVE). (FREE OPERAJION) • • .,, LOS cc.5' /5' A/OTE 7 . I TRAFFIC SIGNAL MAINTENANCE EASEMENT • DIST. COUNTY ROUTE POST MILES. SfcET TOTAL PROJECT o. 12 ORA 1 . 12.4/ 14.8 125 AJ LA,:j"' ~ _,t.1P--A ✓°' '7/t,;/ ,'7\ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ' ASSESSMENT DISTRICT 88-1 . ORANGE COUNTY ENVIRONMENTAL' 1 MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST . SANTA ANA,. CA 92702-:4048 · THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA; CA 92626 . . = ADNAN HINDIY ~ ~-0 4?255 Exp ,/31/9 CIVIL or c~ © @ I I I NOTE 8 TO CONTROLLER CABINE7i AIOTE 6 /11/.STALL R34 .S/Glfl - SCC-3 0 -I -I VJ . I . I @ .. . . I (i?) . . -I . . --- TOTAL c 4 c a I.I.S.AI.S. c c ' . . . -. . - #le . . -. . TOTAL c c -. #6 SERVICE . . -c LUM/A/AIRE c c c - #IQ . . , . -----.. .. TOTAL 2 2. 2 - <ZII . I -I <Zic . -3 3 De.I. . -. . . Loop <Zl4 c c -c Cable. <Zl5 - - I I <Zl6 . 3 -3 c #l6 --. --. <Zia • -. -c TOTAL c 6 4 le --. . . COAIDUIT SIZE 3N 3· 3N i?-3 SCC-14 = SIGAIAL COAI.Dt/CTOR CAelLE • 12 #/4 CONOUCTORS SCC-3 = S/GAIAL CONDUCTOR CAelE • 3 COAIDC/CTORS @ NEWPORT COAST DRIVE (APPROX 253/' ft. TO t_) SEE SHEET E-3. ---. m -- ' '-.. 1./) ., -- n r--· - • ' i T I . 11/J\_ I I I ' (\J '-.. --' 1 I -I I ·~ {l)c • • ' I'-. (\J 1./) '-.. ' C\Jl ~ ROOT€ I I I STA. 291+25.45 -L~f-'-M,..=~-ccf=-·--':~10 i _: ~ I.fl{/ I _I : '.~ ~-, v,~i.:-~+--5--. Y-~-;{!'_LJ ___ o2 ___ 9r_□_5_J._lu_·--f::-"-1----- (\J '-.. ' ~ ' C\1 6Jc{/ A 405' TO i-----t'iv LIMIT L/11/E L------2=-9=-0-=---i_-_____ L~==L=~~I___,== ~=IHI... (/)/. : : c'----------------"---+----- /A ' ' (\J '-.. I I .HIGHWAY ' (\J ....... .. -r--'--- ·, 6JcL □ 1./) - 6J.3UL - ' I'-. l(J - ' (\J :--.... -(\J --. I I I I -··/ I G~·---===---~=t==/==i UG G I I - G I' 3____ , G G (() ' ()) ' DETA/~ N.4" • ,Q f----------+-,-~-----◊=--'-1 _,_I ------t--t-1 05 ~ . A (.1'6 -. r _ _J_L_7 ~ ,._,. :* .Jk:. ---, . · • .S: 7J6P ,7 -/'=;===l.W6£Y'·J...l. ~. . : ~~ .; •• • .. / (/)6 ~"'-, :~= ,~ M_ • ', ' •••• t\\. V\ J7> / · • I f'c"C, 3-.0LC /ww --------------. ,<s: "~-1\\·-A , $8 -,.,_. / • . ........ / . 0 ', ' "j-!$8 .• _!(:-::-:. (l)~-/ @· ' . " :, 7? . ~ I / / • C • , ~ \M \ ~~~ ,-; J, ~ / . • 1/w -' ' 1./) (\J 1./) '-.. ' (\J '-.. ' C\J - .. ~ I //c"C, 3-.0LC ~NOTEB . 0 c.l3U ' lJ cRL ~ -- -[-- -Q) TO CONTROLLER CABINET @SAND CANYON AVE. (APPROX 3451' t_ TO t) SEE SHEET E-4. DETAIL ,.,. A,.,. RED 0 YELLOW 0 (GREE/ii· 0 5imulfa11<2oue (B -"-..,. GREE/ii I 111.ST A LL R49 .S/Glfl.S @ . /4' . , 1 'II~ @ · bl'I #G, I -. 1 ·~; ~ ; . POLE <If' EC)t/lPMEAIT SCHEDULE. mTAL S EETS 144 I ' I. TRAFFIC SIGAIAL AAID 11/GIIWAY LIGIITIAIG COAISTRt/CTIOAI SI/ALL COAIFORM TO STATE OF CAL/FORA/IA STAAIDARD SPECIFICATIOAIS AAID STAAIDARD PLAAIS (DATED ✓AA/. '88) AAID TIIE SPECIAL PROVISIOAIS. '--YL ---.. --c~-i --~ • . . n 1;=u= 'f • ""---STAAIDARD VEIi. _SIG. MTG PE.0. SIG PP.a llrS . _-....,.,v,-....,. I 111.ST ,4 LL R34 .S /Glfl I c' IC , I l.5 • TRAFFIC SIGN AL Alo 1--TY__:_A_'E-,--...;c._-s=;,-'-e,=----'-L-,-j/..,..,4,..,.A1~-.M-A--.-PO--L-E-+------+----,--R-R_O ___ -W-+-L_U._M_I_AI_A_I_R_E-,---M-'E_S_S_A_6_E __ -u "" MAINTENANCE • .MA .MTG (/) 2. NECESSARY STRIPJAIG SI/ALL. .t3E LOCATED PRIOR TO POSITIOAIIAIG DETECTORS (SEE SIIEET.ED-3) .•• ••. •• cc.5' 5' EASEMENT 0 /7.&c-70 cO' le' I-MAS SV-I-T cOOW SP-1-T c a. ALL VEHICLE IAIDICATIOAls s11ALL BE leN. 4. AIEW COA/Dt/lT SI/ALL .t3E eN (/A/LESS SIIOWAI OTHERWISE. ...... --,, - 6. IN_STALL MODEL 170 CONTROLLER ASSEMBLY. EXACT LOCATION BY CALTRANS FIELD ENGINEER. 7. IA/STALL le0/e40 V. TYPE 2ZEBF SERVICE EQUIPMEAIT EA/CLOSURE WIT/I TIIE FOLLOWIAIG CIRCUIT BREAKERS, l-!SOA·IP (METERED SIGAIALS), l-30A-IP (t/AIMETERED LIGIITIAIG), AAID l-/5A-IP (METERED ILLt/MIAIATED SIGAIS). LOCATE SERVICE CABIAlcT A MIAIIMt/M OF /01FROM CONTROLLER CAB/A/ET. JJ MAIN BRl:AKl:R IS R£QUIP£"D 8. INSTALL 1-/2 PAIR #. /9 SHIELDED INTERCONNECT CABLE IN I/ /2" CONDUIT. 9. INSTALL 2-12 PAIR # /9 SHIELDED INTERCONNECT CABLE IN I i/2" CONDUIT. ,· J I 37.5' . . . . -. HISTORICAL.DISTRICT €11/TRAAICE CALTRANS -ELECTRICAL REVIEWED BY Rs,V I~ y\(ED )?Y DATE -. u:') cL~<---,, ,,(_ • '/ .,~____, /JI;/ I I . \C..-,. C:-/c:;-c;-z. NOTE: THIS. PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ee 39+43 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES • 0 1 2 3 I f=\ 1.4 (/0') /1..C::,~~-l----------ae----~...J...------'l-,--,--,,-+------+------+---+----+-----t----------;1 © c9.4-5-70 TV-c-T 15' • I-MAS SV·l·T I-MAT SP·l·T 4 @ IA (10') ® /7.&c-70 cO' 0 IA (/0') 55' .6. . 15' IA (/0') b,. "r DIST .4 A/CE = co· TV-c-T I-MAS SV-/-.r TV-c-T I-MAS SV-1-T I-MAT TV-c-T SP-l·T SP.l·T SP-1-T SP-1-T 4 3/0W 6, 6 cOOW 3/0W c SIGNAL AND LIGHTING LOCATION SCALE: 1 "= cu 12208 2 20' Loe Trancoe Loe Trancoe E-2 EA OE025I X X >-[Il 0 w (/) . GJ a: 0 w (/) > w a: w 1-<I: 0 w ..... I-Ir) tr) c3 0) 0) (Jj ::t: ~ <;;( I-z ,..::- x --I _j (!) w X en (!) a:: z ~ -· <J: 0 ~ z a:: (!) w ti) CD w ...J 0 <J: z C -1-c::c l-a: C Cl.. Cl!) z c::c a: I- LL. 0 1-z w a: l-a: o:c Cl.. w C CIJAI/JUCTIJR SCIIE/JULE AVG C/l?Ct/lT 3 ¢5 ¢4 3 2 ¢8P 2 ¢cPP8 I ¢8PP.8¢.8PB 2 ///um. Si: Ramez Siqn I Spar<2s 3 TOTAL l.U/n//)cJ//'Q. c. Siqna/ t .5/qn CO?m:l-? I LOOP Dc.T. CA.Bl€ 2#12 TOTAL ¢4 TQ7",4L Con::hif $/z.a. (EXIS17N6) □ ALL CONOUCTOR.5 EX'l5TIN6- 3 3 3 3 .3 .3 .3 -3 3 :a 3 3 .3 2 -2 -2 2 2 2 2 4 4 I I I I I I 2 I .3 I I 2 2 I / 2 2 3 3 " "' 50 50 2 I I I I 3 I I I I -3 3 I I I -3 3 3 3 3 4 14-14- --------------- -_jl r 5 _._,;,, I_ I ,, PNAS'E OMGNAM ' ~->-f,~ I t:,I EXIST. 2"C., BARc"'/2 COPPER 7AfE '{'::_ ___,I FOR FU7Z/Rt; I.C. TO ---+--f-1~11 ---'t> 6 <l-2p--£> 4 a srA. 21,,. ;~ oo / 1 <J-6P -I> • -,,. -' • ~ ~ / -/J 2<.J--%1 /1/ -~/v I 2P ---~6 1/ / <J---I> ~ ,( 2 <l'--r---~ 6P-<> \l rST.2"C8BllRE#/, l~i <::75 EX'CU/S/VE EXCLUSIVE PPER WIRE.INSTALL :/, ~ 11------'---------'-------'------'-------11 2 PAIR# 19 IC. _j / 'If ~ ( FREE OPE RATION) NOTE6 - TO CONTROLLER CABINET (!! CAMEO DEL MAR APPROX 2402' ¢. TO ¢. SEE SHEET E -l - • • R IJ .,, 5c <, -J-3U LOOP / ) 8 ' 5/ De.<'LJAt.h' EXIST. -/~"c, .3-zx..c DIST. COUNTY • ~ R01J1=L__ 12 ORA I REGISTERED CIVIL ENGINEER POST MILES TOT AL PROJECT SHEET TOTAL NO. SHEETS 12.4 / 14.8 126 144 ~y_(lfESSI0,\',4{ ~ ~ ~- 1 , "/ 1 _ r:,,, 'l fE ADNAN HINDIYEH • !.,.A, l :..,,,--c::: PLANS APPROVAL DATE No. 42255 1_,.;A..;S;;.S;.;,E..;;,S_S;;.M.;..E;.;,N,;.T....;;D;.;,IS;.;,T_R_IC_T_8_8 ___ 1 __ ~\-I< Exp, 3131 /92 ORANGE COUNTY ENVIRONMENTAL <P,;; CIVIL :--"1-- ,;;-, or c'' ·\~~'t-"lf. MANAGEMENT AGENCY . ~• 400 c1v1c.__CENTER DRIVE WEST SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 - V I 1 ,,(/QT<!c: c,::CAT/1' c~ RC.I-/. /0' ~T,V Or e.c. A:R s.ce:.ow&. dt5 ·,O-S·/4-:1-/ 6/IT. / Or'T -=-----w -----. ,. '-L-<:~,·.t'\_l~--,_]---~~·_;_v ~--i , , /:•---.,,@NOTE.3-EX,c''c,..3#,::,,ScRwcc , • oi ~NOTE/ _ ' TO CONTROLLER CABINET @ LOS TRANCOS ( APPROX 2531' ¢. TO ¢. J SEE SHEET E -2. - A/OTES T/-1/5 :" \ \ "~:-: I ,\,,~ i ! '0 IV07E 4-EX.enc, c,.fi~(S/G;(/,4C.) • 4.C. a.J,4U,,(LJ,<1C,' 0 :~ \ ~ --' " ' I ,,, I I F MU/N=Arff ~ :L:ivf-(},~}/_ ,~v, j 0 P0l.€ rf EC}U/P/WENT SC'N£0UL£ ~ ~ ~ :;\_£:;x.1&'c, .3~Dt.C. Alo STAIJOARO VEIi SIG. MTG PED SIG. PPB /-/PS I I S/J.S. I. TRAFFIC Sl6NAL ANO H/6HWAV LIGHTIN6 CONSTRUCTION SHALL CONFORM TO S"llllc OFCALIR:JRNIA ST,4NOARO SPECl/:"ICA770NS ANO ST,4NOARO Pi.ANS rOA"!ED JAN. 188) ANO 77./£ 50£Cl.4L PROVISIONS. -· ! j I I 2, NECES54RV S7.l?IP/N6 SI-IALL BE LOCA"lEO PRIOR 7V POSITIONIN6 DE'JcCn:¥?5 rSc£ S/-1££T t='J:)-2) I - 3. EXISTING CAL77<:4NS MODEL 170 CONTROLLER ASSEMBLY llv?v!OlJEL 332 CABIN£T, 0£7ECTOR SENSOR UNITS, CONFLICT 1f0NITOR, POWER St/,q::>L/ES. MODEM, ISOLATORS, 077-IER MISCEL.LAN£0US AUXILIARV EQUIPMENT, AND OP£.e4TIONAL SOPTWAR£ 7V ,f'EMAIN. • • , 4. EXISTING l20/240V. lVPE ZlI-BF SIGNAL ANO l/C-,HT/N6 S€RVIC£ WITH ll-1£ F'OLLOMN6 CIRCUIT BR£AK£R5: /·40A-IP rM£TER£0 Si6NAL~), l-30A-2P rL/NM£ll:R£0 l/6HTINC-,), AND /-/.5A-IP/'M£7EREO ILLUMINA7EOSl6NS). 5. EX'l5TIN6 BARRIER 6-R4q SIGNS ro RcMAIN. Co. INSTALL l-12 PAIR # 19 SHIELDED INTERCONNECT CABLE iN I I /2" CONDUIT. 0£TA/L RED VELLOW (6RE£N S1multoneous ~6REEN /E.><ISTIN&) ~ 0 0 0 ® I 2' 6/GN'AL ~ ~ ~-/ TYPE ;;{~ 5(/';( MA POt.E MTG ¢ ARROW t.UM/1./AIRc MESSAGE io' v ~ ~ 1 1 (A) ;q. 3-ao .25· 15' lt-M45 Jt::f.·; sP-1-cs t'/ -a50 w coost llwv 12' I I I - -_J •" ~ ,,.., '' ,_. @ IA -- -lV-2-T SP-I-CS 8 ----- © 2<?-5-80 .55' 15' 3-MA5 SV-3-?B SP-2-CS $--'% -~I-I-250 W @ 1'1-.3 -80 30 15' I-MAS SV-3-7E! SP-I-CS 2 • -250 W 0 2'1-5-80 5:!:F 15' 3-MAS SV-1-T SP-1-· cs --250 w 0 IA 7V-2-T 0 ALL EQUIPMENT EX!ST!N6 I!. BIKE PUSJ.I Bt.lTTOI\I CAL TRANS -ELECTRICAL Pe/Icon HI(/ KO. - -stote Pork Pe/icon Ill/I Rd - -sfole Park REVIEWED BY REVIEWED BY DATE , SIGNAL <t l If;;/-/ TIA/G NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. • LOCATION SCALE: 1 "= FOR REDUCED PLANS FORM OC-OE-_92-PF,;,(REV. 1/86) 8639443 ORIGINAL SCALE IS IN INCHES- 0 I ' 1 I ' 2 I . 3 I ( I cu 12208 EA OE0251 .• 0 w >-CJ) m 5 0 w w O". CJ) ~ > w <( O". 0 ~ cri D) c3 ti) ll) \tJj :::i: ~ ~· . '>->-Oro ~o m 4:w 0 -1z w ::i ~ o" (.) _j (/) w <(W :r: 00 (.) ·- I--:c: z ' ,t---(!) ::l en w (!) O". ~ ~ 0 ~ z O". (!) w iii ~ 11.1 0 < \ ~ ' I= ~ 0:::: )t 0 a.. en z < ~ LL-0 I-z u.J ~ 0:::: < a.. u.J C I < z 0:::: e ~ :::::i < (.) ~ . -LL- )t 0 ~~~ ~ ·1 ~ (,/') ~~ · C0/1/!D!ICTOR SCH£Dt/Lt ' .4WG CIRCUIT I;\ /;:=\ I¾-. Id- @ -I -I (8) ' I -I © I I -I @ --I I SCC-14 © ---I ----- -- - - - ----- ----- TOTAL I 3 ' I 5 (A) -I I @) -, I -I © I I -I @ --X I SCC-3 © ---I --- - - ----- -' ---- -- - - - TOTAL I 3-I 5 1./.S.AI.$. • c c - -- - -- #le ----- TOTAL ' c c - #6 SERVICE ---e LUM/lv'AIRE c 2 - #IQ ' . ,· .. " -,-- TOTAL -,z 2 - 0/ ---I 0c 3 3 -3 Dz.,f, --- - - Loop -- - -- Cable. --- - - 06 -- - 3 2 #16 ---- - 08 -2 -c TOTAL 3 5 -9 -- - - - COAi.QUiT SIZE c· 3" 3" 2~"1 SCC-14 = Sl&AIAL COA/,Ot/CTOR CA.BLE -f2ii 14 CONDUCTORS SCC--3 = S/&tVAL COtVDt/CTOR CABLE -3 CO/V.OVCTORS A/OTES THIS SH€€T1 zt= 2P -t> 8 ( ... 8' 32' t 32' 8' ---t> BPI ' ' 6 I " t>6 ,b I '¼ JO '4 17' a· . {j' 17' R . w (FREE OPERATION) \ , , ' ' rNOT£ 9&TO CDNTRDLL£R CABINET@ LDS TRANCDS ENTRANC.J I - CAPf'RDX 3451' 1£. TD fl. J . ;, , l .•· .·· , . , -• ·· ff££ 5J./££T £-2 ' ., •• -. ' / • · ' -· ' , I I " £KIST. SC£ 6£RVIC£ POINT ( VAULT,/; 5'410/Et;J , AIOTE B @ STA. 322 -I-50 -J ~ ,~ . ' @ I I-) .. 2"C &, 3 #t; {St::J;JfllC£ J~ ,, / ,. (() o;:i , . , ' ' /;~ ~ " , I , #b'7 'r/'<l>~r---.. ~ " _j~ '' . ' " ® ,, \,· > :i.. .,,~ " ' t, . , £ E Y I E %,ff; " ··: / E.fc , _.1-~----,. ~,-E<C ;.4 I ,W/~ '\ i:o _I , -~ / /w /' (/)c~ "·~~ w w / \ , ~£~·-ri·i·· . ~ ~ • " (/)c -.. -(ll/-/ 'I'' ...... ' ...... - ~ r-. ,. --,~, ' - • ... - - -_ _,,, --- ' 'I\ ~ --, (}) w s w s ~ . We NOT£ ':JJ ~ NOT£El ' • I I J; ClJ T r-I T T T ' • I n ~ " I -R34-2 ]---.........--........, -' - ; \ /If/STALL • ' lf) I'-- " . B"C & 3 # C (S£RVIC£J lf) l{) (\J lf) -f I -..: I ¢2 S/GAI " ... " ,~ -• . I ' .O')ROt/Te I 325+ 76.36 (\J fl"r NOT£ iO " l • 'I\J \..._ ....... 1 0 ,_ I. .ae6-1--oo • ' ' ' . ' A ·ru-/J/{/□ -7 I,,,; fl - , • .z ~ [/A/STALL R73-2] (/)/ -.. J \; S/GAI 6Jc{/ rn-A 405' TO ~ H/G;'IWAY V IL/MIT L/AIE ~-DETAIL ,, A'' - -- , ;, . -I I ' , (/)6 - • 6JcL □ ' -. " (\J l{) " G G , I G G G -' I ~ 6.73{/ C • lf) . I 1~\ =(/)B ) ~ (\j l{) "lP {?JB " 6 G· , .. (2J C?fBs G I ,.--I I ; (/)6 ----~ -' -(ZJG OJ , ' ' ~---•- '\ ~ . ,,,J.-? • ~ :,,I I ~ l"'v - ~ .'f. n • l (}) ' .. = ~ '" -- - ~ ---/ I I , R/4, ' , I , . ' ® RW / @ -., "• • " / ' R/w I ' , .. ' / ' lo --•, .. '/ .. NOT£7_j YA . . ;,. - k"C, 3-.0LC _j/ -- L2''C. 2#S (5/GNAU " • E 1/,ID (L/C/./77NCJt-A/DTE 8 &, E.«IE (SIGN) . -' . -- , . NOT£;.-8/CYCLE TRAIL . , NOT£6 . -. . " . . . . -, -- r, -. . ,, ' ,, ' • , ' NOT£ '3 ,E 7 E<C /ww ! Cl') -w • \;}-I " • (\J " -. (\J " -' (\J 405' TO " LIMIT LIAIE . • \;}- ' ~ • (\J " -. (\J " • (\J " • ClJ R w • -,, • ' , (· ' DIST. COUNTY ROUTE 12 ORA 1 '12.4/ 14.8, 127 144 REGISTERED CIVIL ENGINEER , PLANS A PPROVAL DATE • ASSESS MENT DISTRICT 88-1 ORANG E COUNTY ENVIRONMENTAL MANAG EMENT AGENCY • 400 Cl VIC CENTER DRIVE WEST ANA, CA 92702-4048 ' -' SANTA·. THE KE 1TH COMPANIES EDHILL AVENUE MESA, CA 92626 2995 R COSTA le ADNAN-HINDIYEH· ~ "' No 4.2255 "' Exp 3/31/92 CIVIL OF C~ -1#:"C, 3-.0LC / ./4 ==---, ' OJ e.l3o. ,--- LJe.lcL ,--- A LJe.1co ' -- -- '? . ' ' M 'OT£~ ' (}) • " lf) (7 - ' " lf) ' (}) . TD CDNTRDLL£R CAB/N£T7 WISI-IBONE: IIOT£L £NTRANC£ (Af'FROX.. c!BGO' (i;_ TO Ii, J 5££ 5/.lt:£:T £-5. . · /, TRAFFIC SIGNAL AIVD HIGHWAY L/GHTIAIG COIVSTRU<;TIOIV SHALL CON.FORM TO STATE 0.F CAL/FORA/IA STANDARD SPEC/FICAT/OAIS AIVD STANDARD PLAIVS (DATED JAIV. '88) AAID THE SPECIAL PROV/S/OAIS. • - • • ' , ' " ~ ~ • ' f_,r ' POLE ~ EC}t./lPMEAIT .SCHEDULE -• 1 .. ' ' " • . ' ' • ' . • ' , 2. NECESSARY STRIP/IVG SI/ALL .BE LOCATED PRIOR TO POS/T/OAI/IVG DETECTORS (SEE SHEET.PIJ-4). 3. ALL VEHICLE IIVD/CATIOA/.S SHALL 8E le". 4-. IVEW COA/.OU/T SHALL 8E e• {IA/LESS SHOWA/ OTHERWISE. 6. IA/STALL, MODEL 170 COAITROLLER ASSEM8LY. EXACT LOCAT/OA/ 8Y CALTRAA/S .FIELD EA/GIAIEER. 7. /IV.STALL /eO/e4-0 V. TYPE.:zzl:8F SERVICE EC)UIPMEAIT EA/CLO.SURE WIT/I THE FOLLOi-VIAIG C/RCt/lT ,BREAKERS: l-50A-IP (METERED .SIGNALS), l-30A-IP ({IA/METERED LIGHT/IVG), AAID l-l5A-IP (METERED /LL{IM/AIATED SIG!IIS). LOCATE SERVICE CA8/AIET A MIA/IMUM OFIQ..' FROM CONTROLLER CA8/AIET. ,4 M,4i;)I BR£,4K£R,/S R£QU/R£0. 8. • /Al.STALL PEDESTRIAN ,BARRIER £f R4-9 (RT £f LT) S/GA/S PER CALTRAIV.S STD. PLAN E.S-.5F, TYPE ZI. '3 .. INSTALL /-IE PAIR # IS S/./1£LD£D INT£RCONN£CT CIIBL£ IN I 11.2" CONDUIT. /0. INSTALL c.-IE PAIP ,;; 1B S/.f/£LD£0 INT£RCDNN£CT CABL£ IN !1/2" CONDUIT I , - (I, CALTRANS -ELECTRICAL REVIEWED BY REVIEWED BY DATE a ' -, '0 /,A I/,)·' .. C,-/6 -c; 2. C/' tl '<'"/\ --: 1-.« ~~r;-,,,- , NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 I .STAAI.DARD' Alo TYPE SIG Lt/111 MA MA 0 27-4-70 4010 @ c4A-4-70' 40' □ le',· © IA (IO'J @ (A ( IO'J : ® 25A.-4-70 50' 6 /5,,' □ Ml,D-TEAIOAI A/OT REQU/RED A "r' DIST A A/CE = eO' VEH. SIG. MTG PED. SIG . -PP.cl · IIPS ' /./,.S.A/ . .S. ,. MA POLE MAS SV•2-T -MAS SV·f·T TV-f•T ' ' TV-2-T ~t~~ 8V-2-TB 111TG <lJ SP-1-T B Sf'-1-T 8 SP-1-T,' 2. SF-1:T ,2 -· - RROW Lt/MIA/AIRE MES.SAGE Coast l-lwy 310W Sand Canyon c,,. , } 3/0.W Sand Canyon SIGNAL AND LIGHTING ' LOCATION 4 SCALE: 11' = 20' E-4 cu 12208 EA OE0251 -~' lt-'---' l( l( - ' - '' I - CONDt/CTOR ·SCHEDl/Lt AWG CIRCUIT I;\ le\ i~ M @ -I -I @) -I -I © I I -I @ I I -I @ • -J I SCC-14 C 0 --I I \G) ,. - --I (,0 ---I --- - - ' TOTAL e 4 e a (A) -y -I 0 >-w 'U) @) -I -I . © I I -I CD > .0 w w 0:: U) ~ 5 w <( @ I I " I SCC-3 @ -C '/ I VJ -' I I 0:: 0 @ ---I ~ ..... ..... 0, 0, <C, • 0 ti') 0, (11) - - -I ----- - Cf) :::i: TOTAL e 4 e a ~ "!; /./,$Al,$, -e C, - - '->->-§CD CD <Co 0 ...1W w :=, z ~ u 0 u ...JU) w <:( w :c uo u ---- - ' #le --- - - TOTAL -e 2 - #6 SERVICE - - -c LC/A41AIAIRE e e e - #IQ ---- ' (J) ' ' TOTAL 2 2 2 -" 1,/) 0/ ---I 02 3 3 -3 PHASE DIAGRAM '4 8 _WISHaDAIE HOTEL ENTRANCE <l-6P (EXCLUSIVE) EXCLUSIVE' TRAFFIC SIGNAL ' (FREE OPERATION) . MAINTENANCE EASEMENT . ' /3' IE , /3' ' I ··--- ' - ' -~ ~ TO COf{TROllf:R CA8/N£T@ SAND CLJNYON AV£: -" ',{) ' __ t. 55' ~AIOT£ B "APFROX. 2::160' If_ TO ~) ,_ , _ . -re--~ I tfl-ST A LL R34 -Sl&tfl. ---5££ S/.1££T £·4. , • . C() C() ·@,~-~ I @) ,. EXIST. S.C£' S£RV/C£ POINT ( l/AULT# 5'41012~) ::J , 'J!f'B 11 LJ •• @ STA.347+50 ,t.~ ~'\. / v~ A . ' I tfl-ST A LL R49 -S/GAI-S 0 ,, ' ' .... ,. \. ' @ / . '7' -. ' . . / I, __, , ' 5 r -E E~C r _;\_ & ' . ' / / U/ , ~ [__ (1)4~ y ::i ~ "'-' ~ ' 2"C &, :5 # G (S£RVIC£) / "< ' 'II 1/:6 ,,, I w ' W v' 1· -~ // / ), / <'~j!s ';of;-, • I. -I -.----=~ 'j<i4 (l)cP "'~t, .. k/\'-nic ~ -Ir, -.. -<l)cP ---.... A w I --s" :, - /;}\ s (/;/ -, 'wor£B . , (/)c ' . ~: -\ (\J 0 -,J.( I " I ' T -L T T ,, 2"C& 3#G (St;Rll/C£ J.1 ' ' ' --I DETAIL ,, A, (\J I\ \ ' NOTG.'8--'-" 1,/) ---<>' 11 . ' , -' 1,/) ' ' (\J . " ,' -I \ • -(l)c ,-i.--- -\ I\ -. ' ' (\J \ STA. 349+36.38 . ' - • . -'' . ·--. -~ ·-· .... . •' E '7w ' / (J) • - ' '+ " ' ' ' (\J " - ' ' (\J [',.__ " 1,/) -' (\J 405''TO A DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 1 12.4/ 14.8 128 144 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE -ASSESSMENT DISTRICT 88-1- ; ORANGE. COUNTY ENVIRONMENTAL AGEMENT AGENCY . MAN . 400 CIVIC, _CENTER DRIVE WEST TA ANA, CA 94702-4048 SAN ~ . . . -. . ' ' THE 299 cos KEITH COMPANIES 5 REDHILL AVENUE TA MESA, CA 92626 ADNAN HINDIYEH No 42255 xp 3/31/92 CIVIL , l , /k"CJl/;3-DLC / /> , ' ' -DETAIL ~'A~' RED 0 YELLOW 0 f GREE# 0 Simulfaoe.ous ® ~GREE# --' (J) ---co □ cZ3U " ' " □ c.ZcL 1,/) . ' ROUTE I Qc.zcu " 7 . " LIMIT l/AIE y ' \ \ Del. -----. 1 ' ' , ' I--:c ' z (!) ::I Loop 04 --2 --e I I 348 ' r, ) '. .. --(/)5 ~ ~ □ vv10 □5 ✓/U C\J I . .!I!, ' ' -I ~ /Zic/ □ I [.~~ r + " - \ -~ iii • w a::: (!) !s! z <( 0 ~ z (!) 0:: iii w w ~ 0 ;::: z 0 I= j5 ~ 0 a.. en z < I:!= LL 0 I-z l.&J ~ ~ < a.. UJ Cl I < z ~ f2 I ::i < C..) LI... _., 0 :I I=! j5 en @ Cable 05 -I (/)/ -. -06 ---3 ' ' j 405' TO (\J ' 2 #l6 ----- \\ ~ □ HIGHWAY 6Jcu I LIMIT l/tf/E '--E"C &:Jff,6 (5J:RJIIC£J-' , \ \ 08 -·z -e TOTAL 4 b 2 le ----- COAIDUIT SIZE 3ll 3ll 3ll ?--5' SCC-/4 = SIGAIAL COA/,0{/CTOR CABLE-/2#/4CONlJUCTdl?S ~C 3 = $/GA/AL CQA/,0{/CTOR CABLE -3 CQA/,0{/CTORS • A/OTES THIS SH€'ET: ' ' □ " 1,/) 6JcL 6Jcu C -q) ' (J) y -- /k"C ~ 3-DlC l --- -' (\J. 'r---. ''-----. --1,/) --' (\J " " ' '+ ' ' - " . ~ --~ CJ) --R/ ...--/ /W ® -NOT£7- /Al-STALL R49 -S/Gtfl-S E"C,21110 <LTG.J~2#i (SIGNAL), &'Eill-'2( SIGN) . /Al-STAL R34, - -' I. TRAFFIC S/GA/AL AAID 11/GIIWAY L/GIIT/AIG C STAAIDARD SPEC/FICATIOIVS AND .STAAIDAR OAISTROCT/OAI SIIALL COAi.FORM TO STATE Or CAL/FORA/IA :0 PLANS (DATED ✓AA/. '88) AAID TIIE SPECIAL PROV/S/OAIS. ' ' ,' z. AIECESSARY STR/P/AIG SHALL 8E LOCATED PRiOR ra 1/"'0SITiOAI/A/G DETECTORS (SEE SIIEET.PD-5'). 3. ALL VEIi/CLE ltYDICAT/OIVS SIIALL. BE few. 4. AIEW COAIDVIT SIIALL BE ew UNLESS SIIOWAI OTIIEA'WISE. ! I \ \ (/)6 -1 \ \ -· . G " \ \ ' \ \ ' , ' \ \ G " De TAIL ''A'' • Jr-l c~n <1)5 ,, ' ~ <1)6 (/)61. -~~6P -3 '~~ " 1$ .. d;_$,6/: I J • :;, ~ '"};;> ) ~ I ' s: ~ 0a (/;"'\"--, .A --_ / .. --s; ' -/, " \\,_ ' '_j, ' .~~ ;{' , , , ~'\._ '\'.j'/8 - -~-~ '/ @ -\Qf ' ' I ~ ' -"-' ' . • / --~ J r ~ 'f'1 / NOT£ 8 ; _ fl.~/ ;111 .. .; .. , n(/;¢ 0 @ NOT£G"~ ;0 I --:---I §5:_ --::J~ -S/6,1/, ---:1. =-~ -'- -5 /3' IE' /.5' 5' . -~ ~ "--' • TRAFFIC SIGNAL ~ $ MAINTENANCE • . --,. EASEMENT J, ' R6€rPO/AIT ' • a·~ ' STAT£ PARK 6. /#STALL .r _MODEL /70 COAITROLLER ASSEM,t;3LY. £)(ACT LOCATIOAI ,ay CALTRAAIS FIELD EAIG/tYEER. €AITRAAIC6 7. /IV.STALL le0/e40 v. TYPE 2ZFl3F SERVICE EQUIPMEAIT EA/CLOSURE WIT/I TIIE FOLLOW/AIG CIRCUIT l3REAKERS, l-5oA-/P (METERED SIGNALS), l-.30A-IP (t/AIA1ETERED L/GIIT/AIG), AAID l-l5A-IP (METERED /LLUAI/IAIATED SIGA/$). LOCATE SERVICE CA.8/AIET A M/IV/Alf(/Alf Or /O!rROM COtYTROLt.ER CA.8/IVET. JI MAIN l3R£JJK£R IS R£QUIR£0. 8. INSTALL 1-12 PJJIR /; 19 Stll£LD£0 INT£RCOAIN£CT C/JBL£ IN /t/2 11 CONDUIT. ' ~ .,,:.-✓' CALTRANS -ELECTRICAL . REVIEWED BY REVIE,WED ~BY DATE - 0 u~*-". ~ !)'! /J ' "'/G~"'-;·z ~/ '---,_ b -..,. . ," J_ / ,,.... -z.,,--,:...- NOTE: THIS PLAN ACCURATE FOR· ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 1 2 3 FORM OC-OE-92-PF (REV. 1/86) ,._ • j I ---• ORIGINAL SCALE IS IN INCHES C'J ' (\J " -' 1,/) ' (\J 1,/) '· -(\J " ' (\J ' " ' ' (J) ¼ , POL£ ST4!V.OARD !Vo SIG LUM TYPE MA MA 0 29A-5-70 5o•A 15' @ IA (fO'J -- © 1713-2-70 20' /2'. @ IA C/Q'J1 E:JA-5'-70 • -55' /5'., 0 IA C/O'J , !7B·2·70 I 12' IA (/O'J. D. .F .0/-STAAICE = eO' -- Q:: -~ ' . ' co ' (J) ¼-. ' ti' 'T SCHEDt/LE EC)VIPMEAI. VEIi. SIG, A4TG PED. SIG PP/3 I/PS MA POLE f·1r/AS !-MAT' S1/./-T -TV-2-T I-MAS. SV-1-T TV-2-T !·MAS SV-l·T /-MAT -, TV-2-T -- I-MAS SJl·l-T TV-2-T,' MTG (J) RROW LC/MIIVAIRE ' .SP-1-T' • 3/0W. 2 -, ' SP-1-T 2 200W,. SP-/ ·T1, 4 SP..I-T 4 <I 3/0W SP..I-T .. t: C, 5 ' -::i 200W 5P-/·T -, SIGNAL AND -LIGHTING • LOCATION 5 SCALE: 1" = 20' I cu ,22oa /,/,S.AI.S. MESSAGE Reef Point Reef' Point ,,, E-5 OE0251 \ I i NOTE: PROVIDE 17IJAL PEDESTAL AT LOCATION II MPAII , I X X ./ 1----+-----t METER PEDESTAL SHALL· BE PER SINGLE • . LINE DIAGRAM, IN NEMA 3R ENCLOSURE. (HE::AVY DUTY) • CONTRACTOR SHALL SUBMIT SHOP DRA\./INGS TD RESPONSIBLE INDIVIDUAL AT SERVING • UTILITY FOR APPROVAL PRIOR TO F ABRICA TIDN. ~ ---. -~~1® · ~?-+ "-'----MAIN S\./ITCH SECTION. METER SOCKET. _ .._,__. - - T • I LUGS AS REQUIRED. ~ I / PANEL AS INDICATED. f---+-----'-1• • .• . "" UGPS ~ ( SECTION FDR CONTROL DEVICES. i FI IS ED GR E ~f • l/2"C lH6CU N H ~D • -.. -V r \ ., r· ACCESSIBLE GROUND f---+-----'-1. 3 MIN,,-;--,,..,, , CLAMP. i 1111_~ •.• 1.;-T v, ~ , ·. 1111 b (-. B"DIA. X l2" BOTTOMLESS. : CONDUIT & [□NDU[T□H=IIII 11 I • ,~ I I l I ·. =1111 ii" ,,,, GROUND \./ELL \./ITH · .• f---+-----i, OUT TD UTILITY P.0.C.. · LH-~--1 --1 • PARK\./AY COVER. >-CD 0 w (/) • VERIFY EXACT L0CA-" '1 '-:::::=;;~ ' ' 5/8" X lO' DRIVEN GROUND @ : TIDN. PRIOR TO BID: lru . ' ROD. MIN. 25 OHMS. ADD RODS g; ; CONCRETE BASE PER • • • AS REQ'D., l6' SEPARATION; w : STRUCTURAL ENGINEER: BRANCH CIRCUIT CONDUITS. MAX. OF 3 RODS. > w a: '-. ~ , • SEE PLANS FDR CONTINUATION. ~ ,;' 0 0 >->-w·CO CD 1-o o <Cw w _Jz ::> (!) ::,:: U-U _J (/) w <CW I uo u -z I-X ·---I (!) (/) u:: -' w (!) z <{ X X LLI > -0 ,. ,z (!) If) LLI 0 2 0 j:: c::c l-a: 0 a.. (I) 2.:: c::c cc I- LL 0 I-:;,;: LI.I a I-CC c::c a.. LI.I Cl c::c -:;,;: cc 0 LL - 0 l-o:: LLI m -' <{ ~ I 0 --: ' sl Cl) ~ FORM DC-OE-90-PF (REV. 1186) .. .. 86 39444 . , • PANEL,. r,;:.@ PANEL LOCATION• PEDE"!::>T'f"AL • • I'20/,Z40v-I m-'? 'rJ \!:Y. MAIN (AMP) LUGi<Si ONL.Y BUS RATING 100 AMPS MOUNTING1PEDESTAL ii·' · LOCATION Ill. VAOLTAMPIIIS· B LTGREC MI! CIF BKRJ'. A B BKR CIF MI! RECLTGr--.c-V',"O=LT'+AM"-"P,.aS-.,,--1 .,, liJ A · liJ B · · .. LOCATION 1f":I R,;.:,1<.:,;I Gr:.,,.:/i.-,:.;J="I0'=!,N.:,..G::;;0:::.,N..:.,T'-'-=R:::..o~L ,-,.,1O=O'-------l---+--1---·-· ·-1--·.!..I ..j...!.l--i=:1.0,:q', -<'>----4-.,..i~o+-=-2 +--+--1----+EO=c::::O"-+-.,......,,---'-+----=S:::::..!..P...t..A~l<-::.!E.=-i_..:....i iµ.,.1 gg.=1-=G"--/X.'==J~IO..:..N:...:UJ=N.!.!T~l(O=L1----+--'-"ID:::..C>=--1--1--+.LI --i--:3::..+ilL''--i' 1-,.,__1, ~4-+--+--+-~---4-SO=::;..O=-i__; _ __;~z.__/ ___ _J : SPACE:. -5 --6 -SPACE ,1--__;::::.,_.!....!.::=---1----l------+-l---+---i--:::...i.:=---i l--+~-,l---l--i----1---l--=c...!:==---1 ,, -·-· 7--a • T -· · -· -· . . -9 -' 1-_--1-..:.H-+-l-4---1.-+--_---+---+--__;-1-------1_ . '!I 11 --12 I ' 0A. <ooo i~--------'-c-c=----i r------+1----------------------1 : TOTAL CONNECTED VA • I .ZOO l-------+1-------------'------------li l, LCL il 1251. • o i • 1--------,---------------,-----------li TOTAL OTHER LOA□ • QOO 1--------'-' ----'-----'---------------l' PANEL LOAD • I.Z.00 , i '1-'F'-"E""ED::.=E::..R..:..A::.:;MP'-""S'---___ . __ ':::>-=:.... _ __,. -1--------,,-----------------------li ----·· -· ' PANEL II MPD11 @· PANIC! I OCAT!ON1 PEDESTAL MAIN (AMP) 1..ur.,,.,s ONLY BUS RATING loo AMPS 1'20/9-'10 v-I Ill-'? 'rJ MOUNTING• PEDESTAL LOCATION .........,m_v~A0=LT_A~M~-s-8--<LTGREC MH Cif BKRI A B BKR CIF MI! RECLTGi--:IIJ.--,-~o=L .... TAM~TPllls'"=B,--1 LOCATION lf<.Rl~ATI0N GONTV-0L 100 I 1 2.o ! 2a 2 5>00 'bPA..f<.E. :IP-12..16A.TIONCONTf2.0L 100 I 3 I: ••• t-=~;=-+-,-=-4+--+--1--+=-=i::.=..+-e,=--o-o-+---=-'-'-oJ.,,..:.:....:C=--~ I g,g, I C:rAT I ON CONT/20L I oo I 5 ,!, : ~'--1-1-· --1-..::.6-1--1-·--1---+---1---1----'':::>~P..!..~..:..c..::....::E:=-----1 SPA.CE. -7 -- 8 -I 1--__;=:.!._.~=---4-----1---l-+--l--i-:....J---I, t--+-:":::+--+--+r-~--+---+----~--..:.....1 9 --10 ,I, l----+-----4---+----1-,1..-...j._-l-.:.......--I l--+-=-'c-f--+--+-~==-+---+---__;v"-----1 ,,, -11 -, -12 0A • 700 , 00 • <ooo TOTAL CONNECTED VA • 1'?00 LCL il 1251. . -e- TOTAL OTHER LOAD ■ l,l;,00 PANEL LOAD --· --· FEEDER AMPS - PANEL ••11 MPE 11 ® PANEL LOCATtoN, PEDF<;. ".6..L IID/'2Ao v-1 G'I-~ 'rJ 1-1-MA=INa:...><A.,,,MP,ec>'-'-+"l-~Ui--:r=-.,.,s~°""o'='N:-=:i-lLL-!"-.Y~.=---------1 Bus RATING loo AMPS MOUNTING•PEOE.,TA LOCATION VOL TAMPS LTG REC MIS CIF BKR A B BKR CIF Mic REC LTG VOL TAMPS LOCATION Ill A 'lnB ~ UA ©B FIR,.:.:.R.:.:.;IG""T'AT"""'I.:::.o.:..:Nc..:::G:.:o;.;,;m:..:.;12:..:,o:..:L:,---,I=00:=-+-c-=----l-+-+-+-::1~'2D~ , ..=Q=o+-=2-+--+--+--+-=50=0~1----1---=s~P'-'~ AP-.::.,E=----1 1----+''_· __ _,· 1-' --1---+J.:10=0=-i_,1---1--i-:3~4--l-l'--<'>-,,, 4 , sao ~ 1-=-'.::..'=--,-~· ~, ~--1-.!..I o=o::;...,j.. __ -J----1----1.___;~5~4--l - 6 --SPA C.E IRP-..IGATION GONif20L 100 7 ~, - 8 -f=.c.=':c-':::~-':::;"::::'--'-=.c::i---+-=-=.c::::.....i-,1---1--1-'-4-~ t--_s_.,_P..:..A,...C~S:;;___-1-_ -_ ---+---i-,1.-·--1,__;1-9.:...+----1 -10 - ,I; . . .. .-. -.,.. •• . ... 11 --12 - 0A • 700 i 08 •7oo , j I i------------~ • 4C::O TOTAL CONNECTED VA .. ,--------+--·~----'--------"---------' LCL@ 1251. TOTAL OTHER LOAD • L!.00 PANEL LOAD ■, 400 FEEDER AMPS • (o DUAL METER PEDl::GTAL •• (oa:.UR.6 AT 11MPA11 ONLY) r • '- 2" C.O & CONDUCTOR TO \ S.C.E POI NT OF------1 CONNECTION ' L.,_ _____ .J..,_ __________________ __; _ __Jj METER PEDESTAL 11 MPA11 <TYPICAL FOP--, 11 HPB1' 11 MPG11 , 11 f-1PD 11 '.:, II MPE ") I 2'.0/-2.40 V ~· I c:p -~I..J ( e,!Z.AGE FO~ .::::>o l<.A I G) ""--=---6EE DETAIL 11 ~II ---THI'::) -=::iHE:ET FOi< <SY~TEH uri<OUND FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I 1 ' I SCALE r--~, NONE ·.'-A/ • 2 I . 3 I • DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS • ••• ·····--•---. -.. ---------------➔---·----, ;PANEl-SCHgDULE NOTES; ,, 12 Oro 12.4/ 14.8 129 144 ® TYPIGAL .ffOR PANELS 11 MPe:l 4 11 MPc}. • . . '· @ STU(;, (a),0)4II G,0, OUT S'-0 II FROM &~·:~:~ 7~1,t:.°')z._, , ~ . ~ REGISTERED ELECTRICAL ENGINEER PEDE.iSTAL MTD LAND6C.APE Al<EA.CAP $_,MAR'K FOi< FUTURE lJGE., . ' PLANS APPROVAL DATE No. #FB042 11-------------,1.\-1< Exp. 9-94 ASSESSMENT DISTRICT 88-1 J'?. ELECTRICAL ~ ORANGE COUNTY ENVIRONMENTAL '?;-, --_-, 11,"1;' MANAGEMENT AGENCY or C~l.1'" 400 CIVIC CENTER DRIVE, WEST SANTA ANA, CA 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA 92626 • CALTRANS -ELECTRICAL *- . -.. -----REVIEWED BY REVIEWED BY DATE NOTE : THIS WORI< Sf-iOULD .INCLUDE CONbD'ctORS FRO!l ••• i • S.C.E. POINT OF CONNECTION TO METER PEDESTAL. .....__ ' .... ' I I , i . PANEL MPRV lsYMBOL LIS·T: ! ' ' . [g}. •• -•• METER PEDESTAL. w ITH INTEGRAL PANELBOARD, SEE DETAIL. " ", 'SHEET E-6. -- ---3 • (q-RO) PROVIDE C. G.O, w. p. PULLBDX, SIZE AS· INilICA"TED j ' JUNCTION BOX WITH CONNECTION TD EQUIPMENT AS INDICATED, CONDl,JIT ROUTED BELOW GRADE, 3/4" MINIMUM NUMBER OF CONm:iCTORS AS INDICATED CONDUIT ONLY STUB-OUT, WITH RIGID STEEL CAP 3/4" MINIMUM OR AS NOTED. CAP GROUND FURNISH, INSTE=iLL AND CONNECT COMPLETE. CONDUIT CONDUIT ONLY " \ l ' PLAN NOTE CALL-OUT, SEE RESPECTIVE PLAN .NOTE (I.E.· 2) .r ON ELECTRICAL SHEET . ' WEATHERPROOF (NEMA oR MINIMUM). 'I •• HOMERUN TO PANEL II ~fli: 1 NUMBERS IND lCAiE PANEL 11 t"1P~1 • HASH MARHS, INDICATE QUl=\N'Tl TY COIII_I}lJCTO~ S, 0 R AS NOTED _ . . ' . _ ., CIRCUITS IN OF. ~t12 , • I OCATT , PEDESTAL • • InQI/"'t'J.1Q I ~ "'-. [·oo· ,. ·~ Va· 11--::;;, (1 MAIN <AMP> L.UGrS Ot-JL'0 as RATING C-.ru· •. ooum1NG1PEDESTAL ·.:.;,: ....... i.:OCATION · · i--,,n,_W_,.&l =LT;.;..AMl'a.:',.;; criS'""'e-. --ILTG REC MU CII BKR i A B BKR CII 11ll REC LTG O ~T~ O · · · LOCATIO:J • • • 1----,.,' -':-' -----ll------1--==--4------1----1.--11-7!....L=-t; .. l---t-c:"8=+--+-'-l-+-----+..,;_-_-i-----+__;----1 t--:-.. -+----~1-.;,;.;.,.--.J-.__;---l-._J..-f-__J~'l:!...L.=..t 1-=-i-10,,-+---+--+-+-----1.--~----!.------I ,_ _ __,,\//__;_-,---,----1---'--1-:;;;.=--,1~~-L--1-1!.!1.l·__,1 -12 -, , · CJA • 7ac> 0B .1-:1-=o:,l:o::=:o~--:..---'-+----1.----1---~:____;__.._1 c I rT=O~TAf.~~~N~~C~T~ED::-,-~-.-,-17=-"'o_O ___ __,_r--_____ ~,---.-------,--.. -.-------------~, Let a 125:< ·•• • -9 · lbT'N u1H1-w 11.11m • I, 700 PANEL LOAD • I . 700 . i------" ---,,-----·. _. __ • ___ • • _ __; __ ._ • ..:.. .. __;_ _____ .........J' --. - I 1 ELECTRICAL ENGINEERS • LIGHTING CONSULTANTS , . _ One\ltntllr?, Suitt 220 • lrv,nt, CA '11718 • [7141 7S3-4717 • FAX (7141 753-1588 I __ 170?_ T.ttlfth Sir!'~• R1~rs,c:lt. CA 92501 • 17141 781-TBCO • FAX !114j 787•I!!S7 • g=@ •-••--• -., •• I ' cu 12208 EA OE0251 ----· \ )( . )( )(---- -· . .. )( - -- - )( 0 w >-(f) CD > 0 w w a: (f) w > I-w <I'. a: 0 w I-<I'. 0 ----0 >->-w CD CD t-o o ::s w w :::> z :,,:: (.) (!) (.) ...J ff) w <I'. W I (.) 0 (.) -I-z :c _J (!) w iii (!) 0:: z ,w <( > 0 0 I-z 0:: (!) w U) CD _J w C <( :::a: Cl -I- czt I-cc .0 12. v., :::a: c:t cc: I- LI. 0 I-:::a: LI.I ~ I-cc: czt 12. L!J Cl • ' ~ -2 cc: 0 L!. I -_, cit c.> L!. 0 \ L!.I I I- czt I- Cl) •r ~, ~ ' -- - EXISTINq TELEPHONE CO, VAULT------ i ------- ~IEWr0~1' (~OAS1' [O)~~VIE PICK. UP EXISTINq TELEMETf<.Y CONDUIT { E:XTEN!7 NEl,-1 211 c.o, WITH FULL ROPE AS SHOWNTO NEhl PRV VIA EXISTINGi TELEPHONE MANHOLE. MAKE ALL , , TELEMETRY CONNECTIONS N3 REQUIRED PER IRVINE . RANCH ·WATER DISTRICT STANDARD DETAILS. SEE I.R'.W.D. :STD. DWG:. \I\J-2.1 IN APP'-ENDIX A TO 1i-JE. 5P[CIAL PROVISION5 CONTACT RON CRIM @ (714)476-7635 ---·------ - . - .. iPLAN NOTES\ ---=17\~---. ------- . ~ -LOCATE METER PEDESTAL '--~-.•. • _ ,·. • _ ,. ,, , _. , :0-, L. .. , , ,. VERIFY LOCA1I01'1 IN FIELD.'' -,,______ .._.. -·- -...:: --- WP • JUNCTI-□N CONTROLLER (S) • MANUFACTURER'S -BOX MOUNTED +6'' A.F.G. FOR CONNECT TD CONTRDLLERCS>. PER , - REQUIRE MEN TS. VE:::12-IF'Y LoQ\1ION IN flE:LD, l"C., 3 U10 f-iND 1 i110 GRDUt'1D. SLEEVE ACROSS STREET, • TO CIVIL ENGINEERING ROUTE CONDUIT IN EXISTING 6'' 49" BELOW GR~DE. REFER .PLANS. .. .. _. : --. . - I PLACE 11'' X 17" ~ 12" DEEP PLASTIC PULLBDX WITH j DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 12.4 / 14.8 130 144 REGISTERED ELECTRICAL_sNGINEER ~~()fESS/0~ J~ .. An•~ ----'1-~z..=-\_· -'-")_Z..._____ ~ #E8042 ~ PLANS APPROVAL DATE No.-""'"""""=---------------'I-I< 9-94 * -ASSESSMENT DISTRICT 88-1 it'E:c IR I CAL ORANGE COUNTY ENVIRONMENT AL; "'~,,., 0 -\\()'le~,-.. MANAGEMENT AGENCY F c~ ... 400 CIVIC CENTER DRIVE WEST· SANTA ANA, CA. 92702-4048 • TO NORTH .~ NEW ~ jll CONDUIT WITH PULL ROPE Ml N. %11 BE.LOI Grl<ADE FOR TELCO/TELEMETR.Y CONNcCTIONS CONNECTION TO EXISTII\Jq-VAUL~ WITH PHONE CO. PARKWAY COVER. PROVIDE 6 11 PEA GRAVEL FILL AT ' BOTlOM OF PULLBOX. PULLBOX BY UUil<SET OR APPROVED i THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 • LOS ANGELES ' <: I ' EQUAL. ~ ____ ____ ' -------.. I ' 263❖00 264❖00 ' ' 265-:-00, 266 ❖00 --'267❖00 268❖0() INTERCEPT { EXTEND EXISTINGi EDISbN ~11 C,,o, STU~iOllT PLACE NEW 17".x. 3011 x 1211 PLASTIC f'LJL.L WX STAMPED 11ELECT11 PER-S,C.E, ~EG?MTS. verz.lFY ALL f<EQMT5 w1rH UTILITY PLANS. NEW DUAL METER 'PEDE"=>TAL "_MPA 11 CD ' . \ r(E) EDISON 1711 X 80" TO SAN DIEGO HAND HOLE I ~; --- -------...,.----,,.-::b:~✓IJ..11 C.1 6#£ TO EXISTll'Jq SCE HAND HOLE PRESSURE f<EDUCINq , -f8P (__c _ ___;c_-:-' VALVE VAULT~-----\_ --. ___ -:._ •. -t\JEW IOOA, 11..0/1/..40 METE!< PEDESTAL (D ----. - .. -· -- I (I) '2.11 C,O. WITH PULL ROPE TO._.-,..-_.., ____ --,~-_:.·..:·--::::-:;~· -;:::;:::------.,-----_2_3_6~-□-□----2-37-~-□-□--___ 2_3_8~+,+□---~-~--=---_-_2--39~-□0-~=-· ----,-T------• .--------~'-----'--' _ NEW PEDESTAL FOf<.. _ 233+0o. 234+00 235+00 ,/ _ "-240+00: 241+00 \/ 2_ 42+00 243+00 PRV POWER -r -232+00 p, 231+00 • i / -M ~-110 .. ' I ' ' I ' 5 ------.. -.. EXIST. S.C.E SERVICE POINT . . -., - . . - --- . ' \ . ·-. -. I . ----------------------------· ----. ---------------------------• , __ _ ) -------,-------------,-------'-~-------------,-------,-------,------------~.------~,------~.-------- ' 245+00 246+00 247+00 248+00 249+00 -· ..... -· 250+00 251 +00 --252+00 -· ----253+00 254+00 255+00 256+00 CALTRANS -ELECTRICAL l~======r=~;.,;,;=====~==~~-~~===;=====;1 ·· REVIEWED BY REVIEWED B)' • DATE • FOR REDUCED PLANS ' ,1 ELECTRICAL ENGINEERS • UGHTING CONSULTANTS : One Wmure. Su~e 120 • Irvine-. CA 92718 • f714J 75)-4177 • FAX [1'4/ 751·1S(;3 ! ' ]1~ Twelfth S!rffi • RJ',1!'rSJqe. CA '1250! • 1714/ 787-IWJ • F~ 1114] 7B7-rm, i -. --·. -.-. --,--. --•---•- NOTE : THIS WORK SHOULD INCLUDE CONDUCTQRS FROM S.C.E. POINT OF CONNECTION TO METER PEDESTAL ~ --, -r--- - I .. --_,__ . 0 1 2 3 ___ F_oR_M_o_c_-o...JE_-s_o_-P_F_<_Re_v_. _11_00_1 _,._,,._« ______________ L_ ____ ....;_ ________________ _.1, _ _:o:.:.:R.:.:IG:.:.:,IN:.:.:A:..L .:.S.:.:CA.:.:L:.:.E..:,:IS:...:.:.:1N..:..IN~C:.:,:H:.:.ES:__!:::::;:1::::::, =='==·==1==· ==-'-...L ______________________ LC=.U:_l:.:2=2.:.0.:.S _____ _J_:E:.:.:A~O:..:E:..:0:.:2::5..:_I ______ J' CALTRANS SIGNATURE BLOCK NOTES -160(0,23JPF, 10063 16015 03-Sop-91 05123_ PM/ 10053·9$9 )( ... )( j 0 ~ w Cf) CD > 0 w -W a: Cf) w > ~ w a: 0 w I-<( 0 '-0 >- > -w CD CD t-o o <Cw w .Jz :,::: ::i C, 0 0-w .J Cf) <( W I 00 0 )(----1--z :c ...J !::2 w IQ (!) ' µ z )( )( > <( 0 0 z ~ (!) w U) ID w ....I Cl <( z Cl i= c:i: I- CC Cl a.. en z. c:t CIC I- L!.. C 1-z LI.I a I- CC c:t a.. LI.I Cl .. ' ,0 :0 j ;PLAN NOTES; ........ -. ·•--•· .. ······ .. ·'-··········· ..... ,, . .,.. .. .,, ,. LOCATE METER PEDESTAL ADJACENT TO EXISTING UTILITY,--@ / VAULT., VERIFY LOCATION IN FIELD. _ _ --_ I WP JUNCTION BOX MOUNTED +E." A.F.G. FOR CONTROLLER<S>. CONNECT 10 CONTROLLER<S> PER MANUFACTURER'S-REQUIREMENTS.V1;P1FY l..OCATION IN flJ::;l,b : : © l"C., 3 4110 AND 1 411(> GROUND. ROUTE CONDUIT IN EXIS"TING E." SLEEVE ACROSS STREET, 48" BELOW GRA:OE. REFER TO CIVIL ENGINEERING: PLANS. • l PLACE 11" X 17" X 12" DEEP PLj'.:"1STI C PULLBDX WITH . . -. -' PARKWAY COVER. -PROVIDE 6" PEA GRAVEL FILL AT - BOTTOM OF PULLBDX. PULLBOX BY QUIKSET OR APPROVED; EQUAL. ' 1 31'+ •_•c., 2 It 10 e. I =lfio GP-OUND ' METEf<. PEDE-GTAL II MPl:)11 I CONTINUED e,ELO/..J-· ~ . ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora • I 12.4/ 14.8 131-144 REGISTERED ELECTRleAL ENGINEER ,io/v.OfESS/0\'½, /1 (UCIEN A. PASCO~ i ----:---:--:-:1':--:-~u,....-:-")-::"L-',--:=:-'-----11:::t No. E8042 ~ PLANS APPROVAL DATE, * _ i;-A_S_S_E_S_S_M-EN_T_D_I_S_T_R_I_C_T_8_8 ___ 1_,-1< ,I' ~f:'.ctflliAL ORANGE COUNTY ENVIRONMENT AL: ~.,., 1\r;:,'1--~,"t- MANAGEMENT AGENCY w c~ 400 CIVIC CENTER DRIVE WEST· SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES ,-2995 REDHILL AVENUE =========================================-==~====-=t;::;_;;;:, ___ ~-;;;'Vi "-~~I =========w:::;;·==:!:;~===:, ==~~====· COSTA MESA,_ CA. 92626 1-Mp~-I,~@) 2. -----28-4~+ ,-00 ___ --_--_-_2_8_5~+-0_0 __ -__ 2_8_6~+0-0---~--2-8-7-,-+00 ____ 2_8_8_,+,-0_0 ____ 2-8-9+~0_0 _____ 2_9_0-.+_0_0_ -__ 2_9_1_,+,--0_0 _____ 2_9-,2+00 _____ 2_9_3-.+_0_0 __ --,--, _2_9_4-,+_0_0 __ -""'.".:-, -2;90i5~+~' o:;;0~------.,. 296+00 =-=========================================-======::===========· ====:-- • . ~ r;-----✓~========__ =============· --====:::-==-=== - - -,_ . - - . - ~ ' CONTINUED A60VE--. G) METE!Z. PEDE6TAL 11 tv1PC 11 . " r- I 299+00 300+00 301 +00 302+00 . NOTE : THIS WORK SHOULD INCLUDE CONDUCTORS FROM S.C.E. POINT OF CONNECTION TO METER PEDESTAL. l CALTRANS -ELECTRICAL REVIEWED BY REVIEWED. BY DATE -MPc-1,~@ I :--{pl o ------------ 3 ---I 305+00 ' :' ELECTR[CAL l;NGINEERS • LIGHTING CONSULTANTS i OneVemure. Surte 220 • 1rv1ne, Cl\ q271g • 1114/ 7S3-4177 • FAX [7141 753·15!:J : L 31CO Twrlfth St~et • f!,""~de, CA '12501 • /7141 737.1c,, • FA)( [714] 767-l!l37 L. ,._.,.,_______ --~-. ·-. •-·-----:.· --·--· ---_. _ _; _,. _____ , ~ -I :ti • SCALE : 1 ~~ 50' ~l[E.~1~CTCCL21l rPlffel_~~ . ' FORM DC-O -90-PF (REV. 1/88) .,,,. .. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I • 3 I cu 12208 EA 0E025I . CALTRANS SIGNATURE BLOCK NOTES -160l0,231PF1 10063 16016 03-Sap-91 05123 PM/ 10063-9~~ )( )( ' - )(---- . )( . )( >-CD 0 w en > w er: w I-<( 0 -----o>-wCD t-o <( w ..J z =>o 0-...Jen <( w 00 I-"I: (!) ti) a:: .LI ·> 0 z (!) -ti) w 0 & c:, !;j I- CC c:, ~ en . & c:i: cc I- L&. c:, 1-z LU a I-CC c:i: ~ LU Cl 0 w en > w er: w I-<( 0 >-i CD 0 w ::.:: 0 w I 0 ·. z :J -w (.!) z <( 0 I-a:: w OJ ...J <( • . , ,0--~~~A-~E ~ETER PBJESTAL /:\~~AC~MT TO E~ISTING. U~ILIT~ ·_@ VAULT. VERIFY LOCA1IDN IN FIELD. @ 0 - WP JUNCTION CONTROLLERIS>. MANUFACTURER'S BOX MOUNTED +6" A.F.G. FOR CONNECT TO CDNTROLLERIS> PER REQUI REMENT-S. V!:12-I('( LOCAilcN IN. flE:Lb . l"C., 3 U1C> AND 1 il1C> GROUND. ROUTE CONDUIT. IN EXISTING 6'' SLEEVE ACROSS STREET, 48" BEt::0W GRADE. REFER TO CIVIL ENGINEERING PLANS. ,_ ____ ._------------ ____ , .. . .-.. ,~-,·-· ·-~· .,_.,.' PLACE 11" X 17" X 12" DEEP PLl=1STIC PULLBOX WITH, PARKWAY -COVER~ PROVIDE 6"' PEA GRAVEL FILL AT : BOTTOM OF PULLBOX~ PULL.BOX BY QUIKSET OR APPROVED EQUAL. ------------------------------------- ------------_.+- --------- -------,_ ----------- - - --------------------------------------,------------ ·- -:;,9+00. . :;\ e+OO --,, ~ 30g~~noo;,---.__,. __ ----r--------. 3JO~OO r 311 +OO I - 312+00 ' . 313+00 • -. ' Ii.. .. . ----- ~CD METER PEDEGTAL 11 MPD11 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 12.4 / 14.8 132 144 S:> VI\OfESS/O~N,~l ~ '4' ~ I ~ REGISTERED ELECTRICAL-ENGINEER ~ fl I l,..lt:'fl.l A "'"lJ;" °-:;& 1-V.-~Z.,.. :.t . ~ P _L_A_N_S_A-PP_R.....;O_V-AL'--DA:..c.T~E------II No. EBO42 -!)--------------',\-!< Exp 9-94 ASSESSMENT DISTRICT 88-1 "'Et:.~CIRICAL ORANGE COUNTY ENVIRONMENT At.:: ~,.., i\<:J'i:-~,>t- MANAGEMENT AGENCY OF c~1: 400 CIVIC CENTER DRIVE WEST· SANTA ANA, CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 CALTRANS -ELECT·RICAL '· *- -REVIEWED BY REVIEWED BY. DATE ., I , l +----'-----"'------.--------.--------~--- 320+00 321+00 322+00 323+00 __ 3_2_4_-i-0_0 _____ 3_25_-i-_o_o ___ _,.\_3_2_6_+~, o_o ___ -_3_2_7_+_0_0~----3-2-8~+-o-o -____ 3_2_9 .... -i-_o_o _____ -330.,.~-o-0 _____ 3_3_1.,.+_o_o __ -__ 3_3_2~-00 ®, \., I I • NOTE : THIS WORK SHOULD INCli.UDE CONDUCTORS FROM -· S.C.E. POINT OF CONNECTION TO METER PEDESTAL. FOR REDUCED PLANS o 1 2 3 J06 # 11-l~b i--;,,, ,,,._.,,.,~=-"""--==-e:=-== __ =_=_ ======-! .. --· · ---: • • 1 wLJ~WfF~~~@rn 1 ELECTRICAL. ENGINEERS • LIGHTING CONSULTANTS One Vi-mu re. Surt, 120 • Irvine. o, 92718 • [714j 1SH777 • FAX 1114/ 75HSS8 3700 Twelfth Street • RM"r1,de, CA 91501 • j7!4) 787-IBSO • FAX {7141 781-1887 ., FORM DC-O1-00-PF (REV. 1/88) ,.,.... ORIGINAL SCALE IS IN INCHES I • I , I I . cu 12208 EA OE0251 __ _:_.:..:..:..:.::.....::....::........::..:L..:..:____:___..::.._:, ___ _:___...:...::::::_ ______________ L_ ______________________ _i_....::,.:.:.:.:,:.::.:::..:.:::.:.:::..:.:::..:.::..:.:.:.::.:.:.::_....::=========:::::::!...-...L ______ .J:).... _____________ ~ _ __, __________ ..,__ ________ --,-, ' • L'f CALTRANS SIGNATURE BLOCK NOTES --160[0,23JPF1 10063 16016 03-Sop-91 06123. PM/ 10063-98_0 X X ·-x---- X 0 w >-rn m > 0 w w a: rn w > I-w <( a: 0 w I-<( 0 '--. -o >- > - w m '.£l I-0 Ll <( w w ...J z ~ ::, (!J 0 U-w ...J rn <( W I 0 0 U 1-z J: _J ~ w ~ (!) -<ll z 'ffi <( > 0 0 1-z '0:: £:! w U) ID w _J 0 <( & Q -I-CIC I-cc Q ~I <:t cc I- ~ Q I-z w a: I-a: CIC 0. w C CIC -z a: Q ~ -...J CIC (.) ~ Q w I-ct :1 .--I-I 11) ~ ~ FORM DC-0 -OD-PF (REV, 1/88) '""'" --------------- 332+00 . ---,-- 345+00 346+00 347+00 ------------ 0 I 1 ------ G) 0 -..__ - LOCATE METER PEDESTHL AD-JACE"IT. TD EXISTING UTILITY VAULT•-VERIFY LOCATION i N FIELD. WP JUNCTION CONTROLLER IS>. MANUFACTURER'S BOX_ MOUNTED +6" A. F. G. FOR CONNECT TD C□NTROLLER<S> PER REQUI REME"ITS. Vf:P--IFY l..OCA'TION IN f-/E;,l,.D_ 1" C. , 3 it 10 ANO 1 4110 GROUND. • ROUTE CONDUIT IN EXIS'TING 6" SLEEVE ACROSS STREET, 48" BELOW GRADE. REFER TO CIVIL ENGINEERING PLANS. ----------------- • PLACE 11" 'X _17" X 12" DEEP PLASTIC PULLBDX WITH PARKWAY COVER. PROVIDE 6 11 PEA GRAVEL FILL AT BOTTOM OF PULLBOX. PULLBDX BY QUIKSET DR APPROVED· EQUAL. POST MILES SHEET TGTAL DIST. COUNTY ROUTE TOT AL PROJECT NO. SHEETS 12 -Ora 12.4 / 14.8 133 144 REGISTERED ELECTRICAL ENGINEER -"t.< -- PLANS APPROVAL DATE THE KEITH COMPANlES 2995 REDHILL AVENUE COSTA MESA, CA. 92626 ------ L3.3B~oo -- I -I I 336~00 -----I 337~00 I @©-t -338+00 ' 339+00 -' 340+00 ' G\~_45~00 341+00 • I 342+00 343+00 344+00 I -/.1-. I '• I ~ ... I 'Ir .i-e; E-P L fJ 7 ..__1/ ;!) --- ------- n f' I ) r ( 1 \ I METER PEDESTAL 11 MPE 11 ----------------------~----------------- 0 0 ---~------~---+-~----- 348+00 349+>00 o 350+00 QI + - 0 351 +00 352+00 353+00 l, {' 0 l ) J CALTRANS -ELECTRICAL REVIEWED BY FOR REDUCED F1-ANS O_RIGINAL SCALE IS IN INCHES 0 REVIEWED BY 1 2 354+00 J rt (\ l DATE 3 ' 355+00 356+00 : ELECTRfCAL ENGINEERS • LIGHTING CONSULTANTS • ~\fenwr~. Suri~ 120 • lrvrn~. C:A '91718 • j}l4J 153~777 • FAX 1ml 753-!Sila ( ~780 Twrlfm Slfm • RIW'rSldt, CA '12501 • f114J 787-1880 • FAX PHI 787-/881 •-, ~·--·~·--• ...... -·-· -----. --.. ··-·--~·· ' --. I I• 357+00 358 00 NOTE : THIS WORK SHOULD INCLUDE CONDUCTORS FROM S.C.E. POINT OF CONNECTION TO METER PEDESTAL SCALE : 1 "-·' &O' ~[L~~if(Rs □~®[L' [p)fbffe\~ cu 12208 EA OE0251 ' ' CALTRANS SIGNATURE BLOCK NOTES -160l0,23lPF1 10063 18016 03-S■p-91 05123_ PM/ 10053-06° X X x----,~- X X 0 w >-(/) m > 0 w w c::: (/) w > ~ w c::: 0 w I-<{ 0 ">-ta co iri 1-o o <{ w w _Jz ~ ::J 0 U U-W _J (/) <I: W I uo u j: (.! z i ~ ~ z C -I-< l-a: C CL. Cl) z < cc I- LL. C I-:;;: w a: I-CC < CL. w Cl < -z -z -...J UJ (.!) z < 0 I- 0::: UJ cc ..J < cc C LL !J si Cl) ~ ' FORM DC-OE-90-PF (REV. 1/86) 8639444 ENCLOSED AND GASKETED 4' ONE LAMP FLUOAl::SCENT FIXTURE HITH PLASTIC l:fOUSif,IG, PRISMATIC ACRYLIC DIFFUSER AND SPRING LATCHES. FIXTURE SHALL . BE U.L. LISTED FOR HET LOCATION. FIXTURE SHALL MATCH EXISTING OR EQUAL TO: • tWOO~LL (,l~tJL041R-EP-DR-E-1 1 34 • • F40T12 CH RS , • SURFACE CEILitlG NOTE: /A\ (TYfB) \'))2./ I J ________ _ DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora . 12-4/ 14-8. 134 144.. REGISTERED ELECTRICAL ENGINEER ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA CA. 92702-4048 THE KEITH COMPANIES 2995 REDHILL AVENUE COSTAMESA,CA.92626 EXISTING FIXTURE TO f<EMAIN----------- coNNE.G T TO EXl~TINGi FIXTURE-----~ ------------ I TO (E) Fl><'TURES J: CIRCUIT c:rYPICAL FOi< lo)- -t-5 I I CONNE.CT TO EXISTING GIRc-:-LJIT AND TIMEGLOGI<. VIA EXl<STIN~ FIXTURES. NELJ LOAD A~ FoL-LOi..J0: (E) IS FIX.TUf<E::-S @ 421.J/e.o. = Co~i.J NEk..l 6 FIXTUi:2.E-S @ 4.21.,:..I/ eo.,, = 2:>3<o i.J NEI.J LOAD = 9 <oG; LJ . OR B, o!.? AMPERES t- THE i< EFORE ISA GIR..GLIIT E:,f2.EAKER IS ADEQUATE. / 1-j _______ E_L_E_C_T_R_I C_A_L_P_L_A_N _________ ....i.j ....;..~_,?_A....:...1 ~"'-~ -_;:o__," I SYMBOL LIST I 0 I FLUORESCENT FIXTURE AS NOTED ON FIXTU~ SCHl!:DUtJ3 •. CALTRANS -ELECTRICAL REVIEWED BY FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I REVIEWED BY . 2 I 3 DATE . EXISTING FIXTURE TO REMAIN. SURFACE f!lOUNTED CONDUIT, 3/411 JD R, G. S. WITH 2 010 T~El. NOTE : THIS WORK SHOULD INCLUDE CONDUCTORS FROM S.C.E. POINT OF CONNECTION TO METER PEDESTAL SCALE : 1 "-50' ELECTRICAL ENGINEERS • LIGHTING CONSULTANTS i OneVentvrt'. Sl.lrte 220 • lrvmt, CA 91718 • J714175:H777 • FJ\X (714) 753•1588 3780 Twrlfth ~ • R,w~dl!', CA 92501 • 1714] 781-1880• FAX 17141 787-1887 cu 12208 EA OE025I I ' i ' i R/W FINISltE.D ['<:A.pt:=. 2•1 PERPENDICULAR TO ROADWAY 20' UTILITY BENCH 4 7 .5 TCJP J-/)1•/ • SEE HYDR.AULIC • SUMMARY ON FOUNDATION PLAN 10-00 I I I I I I I I I I I SEE LAYOUT SHEET L-6 I I I I ---------------- R/W ------------------------ ' ' ' ' ' ' ' ' ' ' ' ' ' 1--J -----------------'-----------------------------1-------------------+-------'- & 50° 30' 00" R" 35.00' L" 30.85' · T" 16.51' SIGNOFF DATE I 1 1 -1 2 , 13 1 ELEVATION TO SAN DIEGO I I t I • I 1 4 ~ 0 I -st- ~ <k 10' x 9' EXIST. CONC. ARCH. CULVERT go2 CUL\/ 6.~ i !lip. ~' • /l~ETAINING WALL'O, ' . Sl=E. SHE.E:T B6 / , . I 2o· , • I II.___./.:: • I / /, I I I I I I I I I I ·I I I I I TO!}, J LOS ANGELES s,. I I I SCALE 1" = 20' - I I I I I I I [;; I I NOTE: • • THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD. DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL . N 41°26'27"E DESIGN DY M.M. HANNA CHECl<ED. D.R. KAY ~i~?GJACTOR LIVE LOADING: Hsi~4tt~iA6"J§~iATJ%~ PREPARED· FOR THE DETAILS DY C.L. CAMPBELL • CHECKED M.M.H. LAYOUT DY C.L.C. CHECIIED M.M.H. ·@1 & 1~ @~ ©&l~~@~~~~& 11------+----------+---------·tt-----+-----------+------------il QUANTITIES DY C.l.C. CHECKED M.M.H; ~ECIFlCATIONS DY H. SANDERS :;:,,:.s..:::,o SPECS M.M.H. DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES f'OR REDUCED PLANS D 1 2 3 ". ' ., 'DIST COUNTY ROUTE POST MILES SHE TOTAL . TOTAL PROJECT . NO. SHEETS CONSTRUCTION NOTES 12 Ora t 12.4/14.8 135 • 144 CAST SLAB AFTER ROADWAY FILL IS IN PLACE. ,. , . ,, CAST THIS PORTION OF SLAB JUST PRIOR TO PROJECT COMPLETION, OR ONLY WHEN ORDERED BY THE ENGINEER. SUBEXCAVATION LIMITS. IN'DEX TO PLANS SHEET NO. TITLE B-1 GENERAL PLAN B-2 FOUNDATION PLAN B-3 -TYPICAL SECTION B-4 SECTION & DETAILS B-5 EXCAVATION & BACKFILL B-6 CULVERT WINGWALL B-7 TYPICAL RETAINING WALLS B-8 LOG OF TEST BORING 11 '-0" SPAN Rad 4 Rad 2 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE • ASSESSMENT DISTRICT 88-1 . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 WHEELER & GRAY, INC. 7462 N. FIGUEROA STREET LOS ANGELES, CA. 90041 ~ CULVERT Rad 3 CONCRETE ARCH . CULVERT 10 $/16" 10 11/16" 4'-7" 3'-3 1/16" ~--'t-"<----------+--"'-1-------'------I ___ ,_ --· LIMIT OF R2 APPROX. O.G.7 -.. ,__......,,.._ LIMIT OF R1 1 o· -6" "st " r<) rn +1% SL EXISTING PROFILE GRADE 1 '-6" TYPICAL SECTION SCALE 1 /2" = 1 '-0" I . 6 1 -611 THESE DRAWINGS TO BE SUPPLEMENTED BY STANDARD PLANS DATED JANUARY 1988 AND STANDARD SPECIFICATIONS DATED JANUARY 1988. 1 . I "st " r<) N I -N 1o I N APPROXIMATE QUANTITIES (NOT A "PAY ITEM) STANDARD PLANS ABBREVIATIONS EXPANSION JOINT FILLER COMPRESSION JOINT SEAL . 536 L.F. 59 L.F. A-10A .A-62-E EXCAVATION AND BACKFILL CONCRETE ARCH CULVERT BRIDGE DETAILS APPROXIMATE QUANTITIES (NOT A PAY ITEM) -D~95 B0-3 B6-21 B11-30 •• NS=A B3-8 B3-9 B11-47 D-84 , . MELAD M. HANNA PIWJECI" Ef!lllNEm JOINT SEAL TEMPORARY RAILING TYPE "K" TYPE B-2 CURB. RETAINING WALL DETAILS -N0.1 RETAINING WALL DETAILS • -N0.2 CABLE RAILING BOX CULVERT WING WALLS ~STANDARD PLAN SHEET NO. g____DETAIL NO. BRIDGE NO. 55-652 POST MILE • 13.9 270 C.Y. 600 C.Y. 450 C.Y. STRUCTURAL CONCRETE (CULVERT) STRUCT~R~L EXCAVATION (CULVERT) STRUCTUR~L BACKFILL (CULVERT) REINFORCING STEEL (CULVERT) .j9;000 LBS. STRUCTURAL CONCRETE (RET. WALL) STRUCTURAL EXCAVATION (RET. WALL) STRUCTURAL BACKFILL (RET., WALL) • REINFORCING STEEL.• (RET. WALL) STRUCTURAL CONCRETE (APPROACH SLAB) STRUCTURAL EXCAVATION (APPROACH SLAB) REINFORCING STEEL (APPROACH SLAB) J 85. C.Y. ' 785 C.Y. 1000 C.Y. 36,300 LBS. •• 15 C.Y. 15 C.Y. 700 LBS .• • ©WV@ii &~ ©@-~~ rP .Ma©. <~~~~@ii[gj~~~) .. 'ro " ID I -st- cu 12208 EA OE0251 . DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES PRELIMINARY STAGE ONLY SHEET Of' BRI HYDROLOGIC SUMMARY DRAINAGE AREA= FREQUENCY (YEARS) DISCHARGE cc.F.S.) I I WATER SURFACE CELEV. AT TUNNEL) I J I <o 0 I j I I DESIGN OVERSIGHT / J 4 ,/ / " I ~ -t.,,.----- SIGNOFF DATE 1 . 85 SO. MILES ---- I I I --- .,,,,,,,.,,. NOTE: ___,,,.-THE CONTRACTOR SHALL. VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. - PREPARED FOR THE ,1--0E_TA_1Ls---+-•y_c_. c_AM--'PB_EL_L --+_c"Ec-•E 0 _M.M_.H_. ---1, STATE OF CALIFORNIA DESIGN BY M.M.H. CHE:CKED • D.R. KAY QUANTITIES BY C.L.C. CHECKED M.M.H. DEPARTMENT OF TRANSPORT A TI ON ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS ' I ' CD 301+38.31 CL ROUTE 1 (2) 301 +74. 98 CL ROUTE 1 ' 0) 301+50.83 CL ROUTE 1 @ 301 +91 . 39 CL ROUTE 1 @ 301+99-78 CL ROUTE 1 ' / -130-05' . -43-20 • -1 35. BI • -41-41' o.oo 12 Ora '12.4/ 14.8 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WHEELER S. GRAY, INC. 7462 N. FIGUEROA STREET LOS ANGELES CA. 90041 LEFT LEFT LEFT LEFT LEFT RADIAL BRG. ~/63 16 • 15" W RADIUS = 2100' I 41°-26' 27" E .__~! INDICATES BOTTOM OF FOOTING ELEVATION B!ENCH MARK ORANGE COUNTY SURVEYOR BENCH MARK R167 2.0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY FROM THE POST OFFICE AT CORONA DEL MAR, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST TO CRYSTAL COVE, ON THE SOUTHEAST END OF A DEEP HIGHWAY. CUT, ON THE EAST SIDE OF A CLUMP OF SMALL EUCALYPTUS TREES, AT A 18 INCH CORRUGATED METAL PIPE CULVERT, 62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21-7 FEET SOUTH OF THE CORNER OF THE "L" SHAPED HEAD WALL OF THE CULVERT, 5 FEET EAST OF A 5 INCH AND MOST EASTERLY TREE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND. ELEVATION=69.985 (1976) BASIS OF BEARINGS CALIFORNIA COORDINATE SYSTEM ZONE VI ' ' THE LINE BETWEEN o.c.s. MUSTARD 2 AND o.c.s. PELICAN HILL BEING N30 16'05"W 136 144 oF Ess, MELAD HANNA BR I OGE NO. 55-652 · • CRYSTAL. COVE P.U.C. (LENGTHEN) :,. PROJECT ENG I NEER '1 - cu 12208 EA 0E0251 POST MILE ' 13.9 DISREGARD PRINTS BEARING EARLIER REVISION DATES~ FOUNDATION PLAN: • REVISION DATES <PRELIMINARY STAGE ONLYI SHEET OF BR2 I I I ' I I I ' ' #97 .@ 6" IN LIEU OF # BARS SHOWN ON D95 • 4" ¢, DRAINS SLOPE = 0.0200 @ 30'~ CENTERS. I CU, FT. PERMEABLE MATERIAL IN A BURLAP SACK SECURELY TIED. .. OF CULVERT SPAN -11 '-0" PROFILE GRADE #9@ 6 • • • • #5 @ 18 • #5 @ WAY, TYP. NEW ARCH TYPICAL SECTION SCALE 1 /2" = 1 '-0" GENERAL NOTES DESIGN: .BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO WITH INTERIMS AND· REVISIONS BY CAL TRANS) EARTH LOADING: EARTH PRESSURES -140 LBS/CU. FT. VERT., 140 LBS./CU. FT .. HORIZ. . -.. ·_ 140 LBS/CU. FT. VERT., 42 LBS./CU. FT .. HORI_Z. '. REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60 EXCEPT #4 AND SMALL- ER MAY BE GRADE 40. CON8RETE ULTIMATE COMPRESSIVE STRENGTH SHALL BE 3500 P.S.I. MINIMUM @ 28 DAYS. LOAD FACTORS: 1.5D+ 1.5E+2.5L, · CAPACITY MODIFICATION FACTOR = 1.00 MAXIMUM OVERFILL 35' EXCAVATION AND BACKFILL: SEE "EXCAVATION AND BACKFILL" SHEET. BR5 CONSTRUCTION LOADS: SEE STANDARD PLAN D88 FOOTING PRESSURE: (TONS/SQ.FT.) ALLOWABLE ARCH CULVERT * SERVICE LOAD DESIGN DESIGN* 4.68 NOTE• THE CONTRACTOR SHALL VERIFY ALL DEPENDENT' DIMENSIONS • BEFORE. FABRICATING OR •• ORDERING ANY MATERIAL .. / / / DESIGN ERSIGHT -/, -- SIGNOFF DATE . ' • • • LAP BAR SPLICE 60d MIN. - STAGGER SPLICES ---.:;__: SEE STANDARD DETAIL ' SHEET D95 . FOR TYPICAL CONCRETE .ARCH CULVERT {SPAN = II'-0'") REINF:O'RCEMENT AND DETAfLING, TYP UNLESS NOTED OTHERWISE SEE TYPICAL SECTION AND GENERAL PLAN SHEET BR1 FOR DIMENSIONS . 1 /2" EXPANSION JOINT FILLER WITH TYPE A JOINT SEAL. CONSTRUCTION JOINT, I~-ROUGHEN @ JOINT, TYP \-i...,~ • • 5-#5 CONT., TYP • I i j □3"CLR, TY.P #6 @ 10, TYP 1 / 4'' EXP. JOINT FILLER WITH TYPE A SEAL 0.052" GALV. FLASHING - - --- 18" WIDE AT EXP. JOINTS. TACK TO CONCRETE TO PREVENT MOVEMENT DURING BACKFILLING. EXPANSION JOINT A-A NO SCALE NOTE: PLACE EXP. JOINTS IN ARCH ONLY AT 30'-0" + CENTERS. NONE IN ARCH SLAB OR TRANSITION REQUIRED.- DESIGN 11r M.M.H. CHa:«ED D.R. KAY PREPARED FOR THE DETAILS 111' C.L.C. = M.M.H. @Y & Y~ @~ ©nl~~@~~j~& QUANTffiES 111' C.L.C. CHm<ED M.M.H. -DEPARTMENT. OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 .BRIDGE NO. MELAD HANNA 55-652 ~El~ • POsr MILE ~ ,. .13.9 cu 12208 DISREGARD PRINTS BEARING EA OE0251 EARLIER REVISION DATES --· ,.---•-·-··-.. .,----~---•·--·r •-,---••• -----~------- DIST COUNlY ROUTE POST MILES TOTAL PROJECT 12 Ora 1 '12.4/14.8 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTA MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 WHEELER & GRAY, INC. 7462 N. FIGUEROA STREET LOS ANGELES, CA. 90041 I ,. ©ffilV@if nrr,, ©@~~ IP .lVJ.©. (rr,,~~J®u~~~J> uW~□©&[L @g©u □@~J REVISION DATES PRELIMINARY SfAGE ONLY • - SHE TOTAL NO. SHEETS 137: 144 -----~---- SHEET OF BR3 \ ' CABLE RAILING PER STANDARD PLAN B11-47 2:1 MAX. TYPE B COMPRESSION SEAL 'WITH LUBRICANT ADHESIVES. TYPICAL ENTIRE ARCH. MOVEMENT RATING OF 1.750" DIST _ COUNlY ROUTE RETAINING WALL SEE SHEET BR6 12 Ora 1 • 12.4/14.8 138 144 REGISTERED CML ENGINEER • • • • 12-#11 • • i---ARCH CULVERT WALL JOINT FILLER • • • • • • PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 2-31-9 ···1t==:1 CML 'F CN i-----SEE HEADWALL ELEVATION FOR REINFORCING -~ 12-#6 #4 @ 12" O.C. TIES WHEELER & GRAY, INC. 7462 N. FIGUEROA STREET LOS ANGELES, CA .• 90041 "l I I \_ ~ OF CULVERT --· - #4 @ 12" o.c. l 4 . llJ 12" 12" THICKEN SIDE WALL SECTION AT HEADWALL A-A #4 TIES @ 6 8-#6 TO MATCH EXISTING----... 1'-3'' INSIDE FACE OF EXISTING CULVERT SCALE 1 /2" = 1 '-0" SECTION AT HEADWALL C-C SCALE 1 /2" = 1 '-0" FOOTING BAR SEE ._ ...... a I--'-,--,.., -A '---"' 2'-0" THICK FOOTING SEE BR7 B-B ± I' -9" F::::?=::::::::::::::::::::::::::::::;;~~~i~-~/,___ _____ -1---_ 1 /2" EXP JT WITH -5 I PREFORMED SEAL I-...., 1-UJa. ~ ; j ~ 6'-3 1/4" ~~,1 • UJl-i-------'-----~ EXISTING CULVERT SIDE WALL SECTION AT TRANSITION 8-8 SCALE 1/2" = 1'-0" NEW CULVERT <O _, +1 3 -# 10 TOP 8 BOTTOM (6 TOTAL) ---- EXISTING CULVE RT ~ --- . -- 2'-2" THICK FOOTING SEE~ THICKEN TOP OF ARCH TO MATCH EXISTING-~ 1' 3"---1 /2" EXP. JT. TEE B-B ' OPTIONAL ONSTRUCTION JOINT IN FOOT! G WALL "C" SEE DETAIL (X) STD. PLAN D-84 TYP. DESIGN,OVERSJGHT / 1--/.5""-9 2 SIGNQFF DATE ~ (ARCH FOOTING 2'-6" THICK OPTIONAL CONSTRUCTIO ":JOINT IN FOOT! CONSTRUCTION JOINT IN FOOTING THIS CONFIGURATION • INCLUDING THE TIES AND #10 BARS SHALL PARALLEL THE FACE OF THE SKEWED END OF THE CULVERTS #4 TIES @ 12" O.C. B t: ' F======-==-=--~:;:::=::::::==:±= ~ TOP BARS IN ARCH FOOTING CAST LAST 20'-0" OF SLAB AS LATE IN THE PROJECT AS POSSIBLE, OR ONLY WHEN ORDERED BY THE ENGINEER. B PLAN DETAIL. D-D AT FOOTING (SEE SHEET BR6) INTERSECTION OF WALL "A" WITH ARCH NOTE: SECTION AT CULVERT TRANSITION SCALE 1/2" -1'-0" SCALE .1/2" = 1'-0" DESIGN DETAILS ' QUAmlTIES ' I :THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING mY MATERIAL CY M.M.H. CIO'.CXD D.R. KAY CY C.L.C. CIO'.CXD M.M.H. CY C.L.C. 'CHZC<ED M.M.H. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE @1 & 1~ @f t&l~f@WJ~j~£ DEPARTMENT OF TRANSPORTATION 0 1 2 3 -- 1 . . A 0 MELAD M. HANNA F.:Om:TEIZ:Zil cu 12208 EA OE0251 __ .-· - I . 1/ - - - - , I I I . -. ,, . I I I - - / ' C . - I -. I ~ ------------ I - • --,--- - ---- <( Cl ~ l{) _,/ ~-I ..... i----. . st . , . -'--r •' ' / --" -/ .. / C -' / \ "\ . '· V / I I\/ ~ \, OF-CULVERT \ ' \ I \ - ' ---.. -· -\ A ' ,, 11'-0"' ' I / SPAN -\ : I . SEE SECTION TYPICAL HEADWALL ELEVATION SCALE 1 /2" = t•,...o" BRIDGE NO. 55-652 POST MILE 13,9 ------------i----.. --- / / / / / ' .. .· . ' ·- o"" • \ ----- " / + _.,... - / -,_ --- #4 VERT@ 12 EA FACE #4 HORIZ @ 18 EA FACE SEE SHEET BR1 FOR CTION DIMENSIONS. SE WE EPHOLES SE E SHEET BR3 P) (TY ' DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES PRELIMINARY STAGE ONLY SHEET OF BR4 ( • ·cESlGN O RSIGHT SIGNOFF DATE 1 1 '-0 ___ , 1 '-0' 1 '-0' EXCAVAI-ION SCALE 1 / 4" = 1 '-0" BACKFILL 1 '-0' SCALE 1 / 4" = 1 '-0" DESIGN DETAILS QUANTITIES _J1 1 N :r: b I +I GRADING PLAN (SEE "ROAD PLAN") 11< M.M.H. CY C.L.C. 11< C.L.C. ORIGINAL GROUND CHEl:KED CHEl:KED CHa:KED N :r: D.R. KAY M.M.H. M.M.H. ORIGINAL SCALE IN INCHES ----. --- 1111111111111 STRUCTURE EXCAVATION (CULVERT) - STRUCTURE BACKFILL (CULVERT) (95¾ RELATIVE COMPACTION) ~ ROADWAY EMBANKMENT 1111111111111 STRUCTURE BACKFILL (EXISTING SOIL SHALL BE RECOMPACTED TO 95% -RELATIVE COMPACTION) NOTE: THE CONTRACTOR SHALL VERIFY ,ALL CONTROWNG . FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING --ANY MATERIAL PREPARED FOR THE @1 & 1~ @f ©&l~~@ffil~~~& MELAD M. HANNA DEPARTMENT OF TRANSPORTATION FOR REDUCED PLANS O 1 . 2 3 cu 12208 EA OE0251 rr--~:-~~,.. ,,, ,,_ ' *H 1 -2'-6" H 2 -3'-11'' *H. 1 -O' -0" H 2 -6'-5n DIST • COUNlY ROUTE • POST MILES. SHE TOTAL' TOTAL PROJECT ---NO. SHEETS - 12 O_ra 1 '.12.4/14.8 139 14~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE -ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL -MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 WHEELER & GRAY, INC. 7462 N. FIGUEROA STREET LOS ANGELES, CA. 90041 STA. 11 +00.52 STA. 12+00.00 -31-92 ='·11==:1 CIVIL r ct,\.~ *VARIES UNEARLY -BETWEEN STATIONS BRIDGE NO. 55-652 POST MILE . 13.9 _ • DISREGARD PRINTS BEARING EARLIER REVISION DATES ., ©lmV@if nib ©@V~ IP alilla©a Clb~r(]@if~~rj) . . REVISION DATES PRELIMINARY STAGE ONLY SHEET OF BR5 • - I· • / w 1~ 2 • CABLE RAILING i-----HEADWALL, SEE SHEET-BR4 PER STANDARD PLAN "B11-4 7" 20' -0" T.W. (35.5') TOE OF SLOPE BEYOND 1 /8" 1" MIN. ~-----1/8" X 1" DEEP TOOLED JOINT ,,------TOOL RADIUS "------'----CUT ALTERNATE REINF. BARS AT JOINT SLAB ON GRADE CONTROL JOINT (G.J.) NOT TO SCALE 16'-0" O.C. MAX. I 1/ /. / / / / '> / ~ ) / / DIST COUN1Y ROUTE 12 Ora 1 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE POST MILES TOTAL PROJECT '12.4/14.8 ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC . CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 WHEELER & GRAY, INC. 7462 N .. FIGUEROA STREET LOS ANGELES, CA. 90041 SHE TOTAL NO. SHEETS 140 '144 / ~-EXIST. RIP'RAP ABANDONED WATERLINE / TO BE REMOVED • AND MANHOLE TO BE ---·-. I I I I I I '\ O' 00 REMOVED . iiIsJE ~EENMCJVED _1_0+_9_2_.5_2 ~ WALL .. c" -r /-c,...,.._, --{ ~-A--0 00000098 Ofl 6u '~ --~~-l~~-1~g:EEDADWALL TO 3' CUT-OFF WALL -==· ~~r:~£~~1]~;~==;:::~~~t!;~;;t::::;~~~==::::~~~-~~~;· =:::::::=-~-~-:'.l~-~~~~~~f 8' -0" #6 WEAKENED PLANE I 1 If" EXP. JT. 1-------f----,1----------j~-RETAINING WALL UTILITY OPENING PER STANDARD PLAN "B3-9" FINIS ED SU~FACE I PROPOSED FINISHED SURFACE ELEV'S CRYSTAL COVE UNDERCROSSING D = 50· 30• oo"--~ R -35.00' L -30.85' T -16.51' 10+65.67 B.C. 10+60.52 JOIN EXISTING AC -------------,f----------, STATION LT. EDGE CENTER LIN RT. EDGE 10+60.52 32.38 32.50 32.62 LT. 10:+:65.67 31.74 • 31.86 31.98 10+80.52 29.88 30.00 30.12 -. 10+9.2.52 28.38 .. 28.50 28.62 12' -0" 10+96.52 27.88 28.00 28.12 11 +00.52 27.38 27.50 27.62 #,.__ __ _ WALL #.PER ELEVATION AT RETAINING WALL "C" SCALE 3/8" = 1 '-0" TABLE ON ·sHT. BR7 (TYPJ 6' -0" C ' 64'-0" 12 -0" !BR?\ WALL "~• 11-011 MIN CUT-OFF WALL r TOP OF UTILITY BENCH ·~ ~~ I T.W. ELEV. 47.5 -2~ I • • • • • • t 1o X-SECTION 1-A I 6'-0" 1 1 ' 5' 1o -2% • • • I • /, • 0 I . • r<) • I 1 , I ~ 1 /2" EXPANSION JOINT FILLER WITH .------TYPE A SEAL • • • F.L.= 29' 48" r/J R.C.P. #4 @ 18 EA. WAY, TYP. • X-SECTION 1-B "-2:1 --· -------- ----- ' 12' -0" #4 .r O.G ... SLOPE~ /T ~. '( I -_:__ L -~ /,,.">-,, --., \,, iRQ-'\ -...,.._;,.~ • -~ 1//~~ -/~ --/~ . WEAKENED PLANE WEAKENED PLANE ' /, ~«-~ ,, . FINISHED SURFACE , / ~ ------ --- . . I -' \ - \ \ I -'I-ti ({) m.A-' 22'-0" 30'-0" . -#5 REMOVE EXISTING PIPE #5 ~ BEFORE CONSTRUCTING WALL --=== ------1-------------i-- 's:-k~-1-f-ir--\---t-7"/ ~L CRY~L SOV!: UNDER 5.5' I I I 1 O' O" 1 /2" EXP. JT. -' -~ \ --- /~/ \ WALL EXP. \ \ JOINT ' ..I - - - - . . . I 5.5' ------1--~~ ~--~-~-------------------- I ---- I 1 /2" EXPANSION. JOINT FILLER WITH TYPE A SEAL EXIST. A.C. PATH TO BE REMOVED PLAN SCALE 1'' = 10'-0" NEOPRENE STRIP PER DETAIL (X) STD. PLAN D-84 l OF CULVERT HEADWALL SEE SHEET BR4 • ------- 1 /2" EXP. JT. EXIST. CONCRETE "PATH TO BE REMOVED 42'-0" IBR7\ WALL "B" BR7 ~:81 . y ' ---~ ~WALL "C" ~ L --------- _-,• -/ -r / I :::::JT'"' FINISHED SURFACE ~ --,.--- I --=-1,j,: "" -~~~· -1 1 -0" --- ' . .. ----. 10'-0" 8'-o'' 8'-0" #5 -#4 #3 ' -== /_ T.W. ELEV. 47.5 '( -, y ~~ ~ _,-,----~ -If- / 1# ~ EAKEN ------"--~ O.G. ~ STEP FO )TINGS PER STANDAR J PLAN "B3-8" TYP. ---_,_ 8'-0" ·8'-0" #2 #1 ' X-SECTIONS AT SLAB ON GRADE 1-1 . NOTE: . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL CONSTRUCT 48" R.C.P. PER RO~D PLANS AFTE_R RETAINING WALL IS CONSTRUCTED .• ELEVATION AT HEADWALL A-A SCALE 3/8" =· 1 '-0" / DESIGN llY M. M. H. DESIGN OVER GHT -¥ /..5--?z SIGNOFF DATE DETAIIS llY C.L.C. QUANTmES llY C.L.C. WALL # PER TABLE ON SHT. BR7 (TYP) CHmml CHmCED CHmml D.R. KAY M.M.H. M.M.H. ORIGINAL SCALE IN INCHES PREPARED FOR THE ~ii'~ ii'~ @~ ©l\l~~@WJ~j~l\ DEPARTMENT OF TRANSPORTATION FOR REDUCED • PLANS O 1 2 3 SCALE3/16" = 1'-0" MELAD M. HANh',.,__ ____ _ ~..er ae!ml 1f cu 12208 EA 0E0251 BRIDGE NO. 55-652 POST MILE • 13.9 DISREGARD PRINTS BEARING . EARLIER REVISION DATES -- REVISION DATES PRELIMINARY STAGE ONL SHEET OF BR6 NOTES -""!-'". -: ·-FOR DETAILS NOT SHOWN AND DRAINAGE NOTES SEE STANDARD DETAIL SHEET "B3-8" LAYOUT LINE ----i n • -I l-11 112" CABLE RAILING PER STANDARD PLAN 811-47 TOE OF SLOPE ELEVATION _......,_,,_,_+--~ b I . ~ , . - / - 2:1 MAX. +---------I'"'\ LL. 0 BARS--1--1---i . ' '.'~ B3-9 GUTTER 2 -2" Cl --H>---+-CL ' < ® BARS 0 BARS --===+---t 1 ,, EXTERIOR FACE > -+-----11P{::RY_IOU~ •· _MATERIAL #4 @ 18 _/' '/ i---+-~-1 /2:-1 ~ BATTER #4@ 36/ < i-----FILTER FABRIC SHORT 0 BARS ----,K---i1 _.-- 7 -BRIDGE DETAILS~ APPROX. O.G. 3" 7" ---l+----11--1+-'il.~~/-I-------- ''-7 FINISH GRADE=~ \.~=t:1~:...:===-11m>---=-i-------2" --i ~ /,fcl\ BARS_ ~ r ~ CONSTRUCTION 'dOINT---..___ ~ _ I..::.) N o t'l .---------:----11r=""~-7~• =:=pt:;;======r==~j==iti __ __._ 2-#4 "/ • ~ I Vll --- 3"1/1 HOLES WHEN_/ 'hfd ORDERED BY THE ' :SC l--f-----+--0 BARS ENGINEER. '\.. \ 12" '\,__ #4 @ 18 B w SECTION AT RETAINING WALL 8-8 SCALE. 1 /2" -1 '-0" ----/ J __ /I/ -, . -I DESIGN ovtstGHT ! ' . .L/-;s-:.. 7 2 S!GNOFF DATE ' SLOPE #4 (5 TOTAL) .. .. RETAINING WALL DESIGN DATA i fc=1300 PSI f'c=3250 PSI fs=2400 PSI n=10 EARTH=120 PCF ACTIVE PASSIVE- EQUIVALENT FLUID PRESSURE: LEVEL GROUND 40 PCF 300 • 2H: 1 V SLOPE 65 PCF 130 FRICTION COEFFICIENT: 0.35 2' SURCHARGE IF LEVELED GROUND - Number above Q bars indicates distance from top of footing to upper end of ~ bars H=6'-6" H=5'-0" --_-_;_ - 1 8" 1 8" 1 6" 1 6" 8'-0". 11" 11" 1 5" 1 5" ELEVATION DESIGN DETAILS QUANTITIES NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING F1ELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 11t M,M.H. CH:!l:«ED l1f C.L.C. - r:Jf . C.L.C. CHa::CEII D.R. KAY M.M.H. M.M.H. ORIGINAL SCALE \N INCHES f'OR REDUCED Pl:AflS . DIST CO!JNlY ROUTE POST MILES SHEEl TOTAL TOTAL PROJECT NO. SHEETS . TABLE OF REINFORCING STEEL DIMENSIONS & DATA 12 Ora 1 :12.4/14.8 141 144 WALL # 1 2 3 4 H 5'-0" 8'-0" 12'-0" 16' -0" w 5'-2" ' 8' -o" 8 1-6" 1 O' -3" C 1 '-8" 1 I -8" 1 '-9" 3' -0" B 3'-6" 6' -4" 6'-9" 7'-3" F --1 •-2" 1 '-4" 1'-6" 1 '-9" K 2'-3" 4'-3" 2'-0" 3'-0" @) BARS ***** ***** ***** ***** ® BARS ***** ***** • #6 @ 30 --6 @ 18 © BARS #5 @ 18 #6@ 1 1 #9 @ 15 #9 @ 9 @) BARS #5 @ 18 #8 @ 12 #9 @ 15 #9 @ 10 0 BARS #5 @ 18 #6 @ 1 1 #5 @ 15 #5 @ 9 H=21 '-0" i" /0 BARS H= 16'-0" 6'-6" g" g" PREPARED en C 0 8'-3" FOR THE ' @1 l\1~ @~ ©&~~~@~~j~& DEPARTMENT OF. TRANSPORTATION - I I . I I ' 0 , 2 3 --- BARS BARS MELAD M. HANNA ~Et:e!IER , cu 12208 EA OE0251 5 6 7 21'-0"/ 6' -6" 8'-0" 15'-3" 7'-0" 1 o· -o" 4'-0,, 1 '-3" o" 11 -3" 5'-9" 10•-o" 2'-2" 1 '-2" 2' -0" 2'-9" 3 1 -611 4' -6" #5 @ 32 ***** ***** #8 @ 16 ***** ***** #11 @ 8 #5 @ 16 #6 @ 11 #11 @ 5.5 #8 @ 12 #9 @ 7 #5 @ 8 #5 @ 16 #6 @ 11 LAYOUT LINE --- REGISTERED CIVIL ENGINEER.· PLANS APPROVAL DATE ASSESSMENT DISTRICT 88-1 ORANGE COUNlY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DRIVE WEST SANTA ANA, CA. 92702-4048 WHEELER & GRAY, INC. 7462 N. FIGUEROA STREET LOS ANGELES, CA. 90041 ~11 1/t' CABLE .RAILING PER STANDARD PLAN B11~47 TOE OF SLOPE ELEVATION ---+-1,..+-h - b I / ---2: 1 MAX. SLOPE > < , .. . ~+------------• ~ ; ~r- I 0 BARS ' I • '2" CL 2" -~ -CL •a > < tt>--~---lb BARS . , --_ _ __ .. 0 BARS ----lrt--1 -+---~_EBYIQl)S:., MATERIAL -EXTERIOR FACE > I #4@ 18/ V #4@ 36__,,/' FIBER FABRIC 1-{;ti 1 /2: 12 I ~-...____ ~ ---~.--------=--· BRIDGE ' FINISH GRADE BATTER~ B0-3 DETAILS 3-1 SH?RT 0 APPROX. O.G. BARS ---1+'---,-1'1 NOTES: LOWER TOP BARS IN WALL "A' AS REQ'D TO CLEAR TOP BARS IN WALL "C" / 'hid/ H<H' 3"1/1 HOLES WHEN_'./ , 1'-0 ORDERED BY THE / 2'-6' ENGINEER. / H> 1 ! • STOP 0 BAR ; • • -- C. ~ I CONSTRUCTION JOINT :SC i--f----11--0 '\.. - w BARS TYPICAL SECTION AT RETAINING WALL A-A BRIDGE NO. 55-652 POST MILE .13.9 DISREGARD PRINTS BEARING EARLIER REVISION DATES SCALE 1 /2" -1 '-0" REVISION DATES (PRELIMINARY STAGE ONLY) I I I • · I I I (8 TOTAL) SHEET Of' BR7 w ..J "' ..J .. ii: w !;;; :a ~ .. w ... 0 0 z w c., w ..J z 0 ~ (J ii: iii en en .., .. -..J 0 u en ► a: uO z"'-w !ii en z 0 .(J ~ m 0 ... • ,; m t.lOl!e:>01 w • ~ ... " z :,\ . > " w ~ ~ ~ ' -~ DI"-_.__., o,-,a,...-.r, """"""r_..,.........,..,...0--r- ~"" ~ 0 <> s 1 <i ,;; I 9l•~n !: r .! = ~ !! ~ C - §i "-~--;.gisaij 0~ u • f -:i E g ,3 ~~ ~; ~,i' .. ' " • E 0 ' Q > 'ii ' • ~ w ~ ' I "' s "' >< g-.'.lif,,.ilg a. -0 £ E 8 • -• ,;I -•• ~. -oi~~15 ~i~E8- vi a..2~,e ~ 8 a: "' 15 w z " s s C • i &5 ,i C .. -2' • u • t -<ii i; ~ E u E ~ !R o•D • 21 E • ~ •] E • E ~ • .. -E 2; 5 i? C ~ ~ • 8w::, D 0 0 ~ a: s w 0 ~: • D " uQ C ... ' '• ... s -a: N t;; z w .. w ~ .... s =I J • " : !il " C a: -6 ,c a: m ... o ~ a, I .. I D .JC >" .. " :, z C .. Ii' s ., 0 m LEGEND OF SAMPLE TESTING FIELD SHEAR STRENGTH TESTS qu jhp) Uncontln&d compresSlOn using hanclt'IEMd penetrome'9t' (tsf) vs Vane shear jtbsJsq fO V~e shear •4 Cons.olKSabon ___,,,,,,,,,, U • J 7 1 • 1·2Tonk>ad -~ I Ton load--~- 2 Ton load --- Sam~e ffi.ametsf --~ ELEVATION 80 70 60 50 40 Sample numoet and 1ocaoon r Wet unit weight (lb per Cu II) -Mo.sture content (°lo dry W'I ) 10n ./u .. 0 J1 ~~ :~ ~SHC l.Jqu,d hm11 " ; Plast1ar, lndel ~feof;n· locDOn (deiieesi Sand 8£100 {lb pe< sq 11) 2000 m1Ctons • t • -w. S1N 5 to~ mictons (600 101 "I'. Clay <5 microns uu - o 31 co - o 31 u~c Undl8d SOIi Clas.51hcation -·· LABORATORY SHEAR STRENGTH TESTS qu Unconfinod CompressK>f1 (ts!) UU Unconsohdaled Und1a1ned \151) CU Consolldaled Undramad ltsfJ CD. Consolldaled Dia.med (tsll MOHR ENVELOPE TESTS TR Tna.1al lesbng method OS 01fecl Shea, methoo PLAN SCALE I" = 20' -ML EL, 29.0; SB-8 30 20 20 10 11 SIL TY SAND -subban Brown SANDY GRAVEL with gypsum -FLL Dark brown SL TY CLA y with lorM vav.a -FLL Chr'::-r---:-r---i(SCISM) Grunldl brown CLAYEY to SILTY ·SANO with cu s-t~ 9"0V•I , GWS EL. II' 6-l-89 No recovery RETAINING WALL (TYPJ RETAINING WALL (TYP. I EL. 41.0! 1 2 3 , . K ,---t~:, SMALL BA • N 38°21'49" E B-6 4 / 8' LT. OF. STA. 11+13 44' RT. OF TA. 11+19 ,OU •.o (ML) Dork brown SANOY lo CLAYEY SILT with rock trogrn.nl1, porc,;,i1, rool1 -Fl.\. Brown to Ian SANDY sn_ T with angular rock fravm•nh -FLL !03J U (ML) Sandy SILT with rool1 -FLL I I 23 24 18 22 22 2. B -2 CURB I I .,.¼, • I /:J, 0 ;' / IQ / N I 0 r; / IV) 'I / rSB-4 64' RT. OF S A. 12+36 Or-on;. -brown Sl. T -FLL Orengo -brown ~ T with troc•• of ::1,alomac•ou1 clay rnili•d with orcttg• , brown SIL TY SANO -FILL Moltltod, ten, ld'II brow" to d«k brown 1111atotnoceous CLAYEY SL T -FLL 5 c,,4 ,u (t!l..) Some oa 20' OrCfloOe brown CLAYEY SL T, fncment• ol 1lll1lon• and clay1tone Orcn,ge llchl brow" irilerb.dded CLAYSTOttf/SL T.STONE with SANOSTOf(E 9EDROCK (Monl•r•y l'"ormallon) l!.O""-'=c=dl~l-:="":J.:.,.:::~:, (t!J....) Scme 111 ◄O' (SM) SIL TY SANO with cobbM1 to 1.0' (SM) (CH) 5-25-80 SIL TY SANO SIL TY SAND Cray CLAYSTONE-BEOROCK (Monterey Formollon) 1%4.I 17.0 (CL} Derk brown SN.. TY CLAY with SOffl4I acind. end Cl'll'HI 5-25-68 0 6-1-89 -10 t2'.0 2U (ML) Bll.O 10.9 (ML) Motfl.•tl llf'O'a'n v•1 rlterbctdded St.TY CLAYSTONE lo CLAYEY SILTSTONE-BEDROCK (Monterey [:ormallon) Gray lnl.rbffd•d CLAYEY SILTSTONE BEDROCK GEOTECHNICAL ENGINEERING BRANCH TRANSPORTATION LABORATORY DRAWN BY lah CHECKED BY HM PROFILE SCALE 1":10' St21te of CAl~f(O)~~~A DEFARTi.lEtlT OF TRAttSPORTATIOtJ ORIGINAL 'SCALE IN INCHES FOR·REDUCED PLANS O 2 3 111°49'48" B -2 CURB I I I I I I I I I I I I I I I I I I I Q. t.,J I I I I I /. - I I I I I I I I I I I I I I I I I I I I I 4 SB-5 l«>TES: DIST COUNTY ROUTE 12 Ora· REGISTERED ENGINEER CIVIL POST).11LES TOTAL PROJECT 13.94 LEIGHTON AND ASSOCIATES, INC. 3050 DAIMLER STREET, SUITE B SANTA ANA, CA 92705 N 41°26'27" E- SHEET NO 142 1. ELEVATIONS OBTAINED FROM KIETl-1 COMPANIES PROJECT PLANS FOR PACIFIC COAST HIGHWAY, DATED 6126/89. TOTAL SHEETS 144 2. BORINGS LOGGED BY MOHAMMED AYAS AND SUNIL GUPTA, STAFF ENGINEERS. EXCEPT ~1, WHICH WAS LOGGED BY ROBERT A. WHITNEY, STAFF GEOLOGIST. 3. PENETRATION INDEX (BLOW COUNT) FOR B-81 IS BASED ON USING. A 2200 lb. HAMMER WITH A 12" DROP UP TO A DEPTH OF 23' AND Tl-lEN USING 1450 lb. HAMMER WITH A 12" DROP UP TO Tl-IE REMAINING DEPTH OF Tl-IE HOLE. 4. PENETRATION INDEX FOR ALL Oll-lER BORINGS ARE BASED ON USING A 1«1 lb. HAMMER WITH A 30" DROP. 5. SB-4, SB-5, SB-8 AND SB·11 DRILLED Will-I A HOLLOW STE~.l AUGER RIG AND 1Hl1 DRILLED WITH A BUCKET AUGER RIG. ELEVATION 80 . 12+74 70' LT. OF STA. 13 .. 62 cu EA ·' GWS ,,:,.I--==, ., .. (SC) Dark. brown mollled CLAYEY SAND, oil stained FILL (Cl) Dark. brown mottled SILTY CLAY Nilh SAND ond GRAVEL -FILL (CL) Bro,rn SILTY CLAY, gra.,.elly-FILL (CH) L:ghl brown mottled SILTY CLAY -FILL (CL) Light brown lo oron,ge brown SANDY SILTY CLAY gravelly -FILL (CL) Brown SANDY SILTY CLAY wilh 1rar:11 of grovel FILL (CL) ~9rown SANDY SILTY CLAY wilh trace of gravel-FILL (SM) (CL) (ML) Brown SILTY fine to·me.d1um grained SAND with trace of gra.,.e\ (,helbsy tub• damaged -No Recov•ry) Brown SILTY CLAY Brown gravelly SANDY SILT El.I7' 216190 8 -----17.2 (ML) Lighl brown SANDY SILT, grcvellsy 9 12,.1 2,.2 (SC) Brown CLAYEY SAND, subangular, fine to m•dlum groined 2-6-90 12208 OE0251 Gray to li9hi brown SILTSTONE and CLAYSTONE interbodded with SANDSTONE -BEDROCK (Monl•r•y Formation) ' BRIDGE NO. 55-652 POST MILE 13.94 ' DISREGARD PRINTS BEARING EARLIER REVISION DATES El. 58.0!: ....... ....... ,o 19 11 -13 42 18 23 21 58-5 t--;-,,--118 • Aspl,all -,grov•I SubbGH Molll•d llghl lo dork brown, orang• Sil TY CLAY wllh 1mat onvulor grov.l ► FILL • Mottl•d brownl1h oroy SIL TY SANDY CLAY with 1mo• cngular vrovel ~ FILL Molll•d ~;hi brownish v,oy SIL TY CLAY with 1moll angular grovel -FILL Mottl•d orang• to brown to dork brown r~r SIL TY CLAY wllh ongul« gnvel ~. Dork brown fine grained SANDY SILT -•Ith smoll frq,;menb of 9fovel ► FILL 7 10,,J !U (~) Brown CLAYEY to SANDY SILT wtlh gravel FILL Brown GRAVEL -SAND ml:dure SIL TY SANO with CLAY 9 DU N~ (SC) Brown CLAYEY SAND 1 1 ft.7 JU (CL) 9rown SILTY to SANDY CLAY •Ith d•creau of ,a"d content with depth Grayish dork bro•n SILTY CLAY, plostlc , 12 14.3 .J.SJ (CL) GrHl'lith gray SANDY fO !lLTY CLAY •1th •om• 91'GVel 5-30-89 70 60 50 40 30 20 10 0 -10 PLATE 2 P,roject No. 1841372-19 LEIGHTON AND ASSOCIATES, INC. EXTENSION OF 10'x9' R'.C. ARCH CULVERT LOG OF TEST BORINGS REVISION OATES IPRELIIAINARY STAGE ONL YI SHl £ T \ B 8 X X x---- X , ... -· -·-1- 0 LJ.J >-Cf) aJ > 0 LJ.J LJ.J a: Cf) LJ.J ifj ~ a: '0 LJ.J ~ 0 '-->-@ aJ fri 1-0 o <( LJ.J LJ.J _J z ~ :::J ('.) (.) (.) -LJ.J _J Cf) I <( LJ.J (.) 0 (.) .... z .... ...J UJ (.!) z < 0 ~ ~ .... UJ CJ ' a:i I ...J -"< :;;: C, -1- <::t I-.cc Cl Cl. Cf.) :2:::: <:lC I= , LL X Cl I-:::.: w a: I-CC -=c Cl. w Cl / QJ st QJ NOTES I 7" I. ROUTE SHIELD 21" - ---------- 2. THE LEGEND AND BORDER OF THE SIGN SHALL BE'BLACK ON A WHITE BACKGROUND (NON-REFLECTIVE) 3. SEE SHEETS CS-I AND SC-2 FOR FIELD LOC~TION OF CONSTRUCTION -PROJECT FUNDING SIGN. 4. INSTALL PER STANDARD PLAN S41-3 AND S42-15. 168" 7" - I st ' r<) I -o.,. -"' -•• ----.,_ --·--' ' , •• -• '•,<"• • • • -s' . ·-• ... ,_,_ .• '•"= -, • __ ,c., ,-. I -- ~~~ ~-~-~u0ll ~~u [D)□ ~u[?J □©-u ~ ® = u ©©(VJ~uv @Gs @~£rm@~ ~~~□~@~~~~u£rL ~£~£@~~~~u ~@~~ev _, ---.. \ -----.. ' --·---- - , -----------~ 7" /R QJ - i 'i QJ I ------·· ' --st ' r0 lO -------. - --' -----,.._ . -. --. . . -. - --- ---------__ __, - - • I - ----------- DIST COUNTY FjOUTE POST MILES SHEET TOTAL -TOTAL PROJECT NO. SHEETS 12 Ora I i 2.-,,f]-I 14. B • 143 :144 ///4~. ~ #Ii~. L '. '• ... -~~ -REGISTERED CIVIL ENGINEER / --~ ~1>-GffSS~ § ·JILLIA '{, !J HHEELER i - __ ..J..1 ~__;i;:..:.\-_~_;_'2--::,_;''-----· --~ 4 1 2 4 3 s; PLANS APPROVAL DATE No.----'-'-=-'- r-----------.-·"-l< Exp.3-3I-95 * - . ASSESSMENT DISTRICT 88-1 ORANGE COUNTY ENVIRONMENTA!:. ..r'-1;-,. CIVIL "1!-'~ ' OF C'' 1,'-I~ MANAGMENT AGENCY ~0 --400 CIVIC CENTER DRIVE WEST SANTA ANA, CA, 92702~4048 ' THE KEITH COMPANIES 2995 REDHILL AVENUE COSTA MESA, 92_626 ' - \ \ STATE OF CALIFORNIA bEPARTMENT OF TRANSPORTATION NO SCALE r .. ... .. . --- - FOR REDUCED PLANS O 1 2 3 • _ - , FORM DC-OE-90-PF (REV. 1,as> '""'" -----• ORIGINAL scALE Is IN INCHES 1 . 1 . , , -1 cu-12200 EA ·OEo251 ___ ..:.__::::c:.:::__::_::__::_::__::.::_:_:_:_:.:.=.:_:_:,:_.::..:_ ~=-~-------'-------L_ ___ ___!•_~ ____ __.:_ _ ____e,_· __________ _J____:::.:.:.:.:::=:.::...:=~~-~-:__:_:_:_:::.:.:::.:::...:..~====:::::!:::====::::,;____!L__:___ ___________ '---------'--------__L_---'--'---~--'--___ _t__ ________ __J . WALLA·- 1 O' MAX. COVER I.D. t METHOD 1 METHOD2 METHOD38 METHOD 1. IN INCHES Asi Aso Ase Asi Aso Ase Asi Aso Ase Asi Aso Ase 24 21/2 .11 .06 .05 .25 30 2 3/4 .15 .09 .07 .31 36 3 .18 .09 .20 .10 .06 .11 .07 .05 .08 .41 .18 .41 ·-42 3 1/2 .20 .09 .21 .11 1/) a. .07 .12 .08 '.05 .09 .44 .20 .44 0 48 4 .22 .10 .23 .12 .08 .14 . 09 .06 .10 .48 .21 .51 . • 0 54 41/2 .24 .11 0 .25 .14 .08 .15 .10 .06 .11 .53 .23 .56 (0 II 60 5 .26 .12 .28 .15 .09 .16 .11 .07 . 12 .57 .24 .61 0 66 51/2 .28 .13 .30 .16 .10 .18 .12 .07 .13 .62 .26 .66 . -72 6 .30 .14 .32 .17 .11 .19 .13 .08 .14 .67 .28 .71 78 6 1/2 .32 .15 .35 .19 .12 .20 .14 .09 .15 .72 .30 .77 84 7 .20 .13 .22 .15 .09 .16 90 71/2 .22 .14 .24 .16 .10 .17 96 8 .23 .14 .25 .17 .11 .18 102 81/2 .25 .15 .27 .18 .11 .20 ' 108 9 .26 .16 .29 .19 .12 .21 WALLS 1 O' MAX. COVER I.D. t METHOD 1 METHOD 2 METHOD38. METHOD 1 , . IN INCHES Asi Aso Ase Asi Aso Ase Asi Aso Ase Asi • Aso Ase 24 3 .10 .06 .04 .23 30 3 1/2 .12 .08 .06 .27 36 4 .13 .06 .14 .08 .04 .08 .06 .03 .06 .26 .11 .28 42 1/) 41/2 .15 .07 .16 .09 .05 .10 .07 .04 .07 .30 .13 .32 C. 48 5 .17 .08 .19 .10 .06 .11 .08 .04 .08 .34 .15 .37 0 54 0 5 1/2 .19 .09 .21 .11 .07 .12 .09 .05 .10 .38 .17 .42 0 IO II 60. 6 .21 .09 .24 .13 .07 .14 .10 .06 .11 .45 .19 .46 0 66 6 1/2 .24 .11 .26 .14 .08 .15 .11 .06 .12 .54 .21 .51 -72 7 .26 • .12 .29 .15 .09 .17 .12 .07 .13 .63 .24 .57 . 78 7 1/2 .29 .13 .31 .17 .10 .18 .13 .08 .14 .73 .26 .63 84 8 .18 .11 .20 .14 .08 .15 90 8 1/2 .20 .. 12 .21 .15 .09 .16 96 9 .21 .13 .23 .16 .10 .18 102 9 1/2 .23 .14 .25 :17 .10 .19 108 10 · .24 .15 .26 .18 .11 .20 WALLX 1 O' MAX. COVER 20' MAX. COVER I.D. t METHOD,38 METHOD3C METHOD3B METHOD 3C- IN INCHES Asi Aso Ase Asi Aso Ase Asi Aso Ase Asi Aso Ase 24 1 7/8 .05 .04 .11 .10 30 2 1/8 .07 .05 .13 .12 36 2 3/8 .07 .05 .07 .06 .04 .06 .15 .10 .15 .12 .08 .12 42 2 1/2 .09 .06 .10 .07 .05 .08 .19 .13 .20 .15 .10 .16 1/) C. 48 2 5/8 .11 .08 .12 .09 .07 .10 .24 .17 .26 .18 .14 .20 0 54 2 7/8 .13 .09 .14 .10 .07 .11 .26 .19 .28 .20 .15 .21 0 0 (0 60 3 1/2 .11 .08 .12 .09 .06 .10 .23 .16 .25 .18 .13 .19 II 0 66 3 3/4 .13 .09 .14 .10 .07 .11 .25 .18 .27 .19 .14 .21 -72 4 1/4 .13 .09 .14 .10 .07 .11 .25 .17 .28 .19 .14 .21 78 4 3/4 .13 .09 .14 .10 .07 .11 .25 .17 .28 .20 .14 .21 84 5 1/4 .15 .10 .15 .11 .07 .12 .26 .17 .28 .20 .14 .22 90 5 3/4 .15 .10 .17 .12 .09 .13 .29 .20 .. 32 .23 .16 .25 96 6 .17 .11 .17 .12 .08 .15 .29 .20 .32 .22 .16 .24 102 61/2 .18 .12 .19 .14 .10 .15 .32 .22 .35 .26 .18 .28 108 7 .19 .13 .20 .15 .10 .16 .33 .23 .36 .27 .19 ·.29 20' MAX. COVER METHOD 2 METHOD 38 Asi Aso Ase Asi Aso Ase .13 .10 .17 .13 .22 .14 .23 .15 .10 .16 .23 .14 .25 .16 .10 .18 .25 .16 .27 .18 .11 .19 .27 .17 .29 .19 .12 .21 .29 .18 .32 .21 . .13 .22 .31 .20 .34 .22 .14 .24 .34 .21 .37 .24 .15 .26 .36 .23 .39 .26 .16 .28 .38 .24 .42 .27 .18 .30 .41 .26 .45 .29 .19 .32 .44 .28 .47 .31 .20 .34 .46 .29 .50 .33 .21 • .36 .49 .31 .53 .35 .22 .38 20' MAX. COVER METHOD 2 METHOD38 Asi Aso Ase Asi Aso Ase .11 .08 .15 .11 .15 .08 .16 .11 .06 .12 .17 .10 .19 .13 .07 .14 .20 .11 .22 .15 .09 .16 .22 .13 .24 .17 .10 .18 .24 .14 .27 .18 .11 .20 .27 .16 .29 .20 .12 .22 .29 .18 .32 .22 .13 .24 .32 .19 .35 .24 .15 .27 .35 .21 .38 .26 .16 .28 .37 .22 .40 .28 .17 .30 .39 .24 .43 .30 .18 .33 .42 .26 .46 .31 .19 .34 .45 .27 .49 .33 .21 .36 30' MAX. COVER METHOD3B METHOD 3C Asi Aso Asi Aso .19 .14 .21 . 17 .22 .15 . 17 .12 .32 . 22 .23 .17 .36 .29 .30 .23 .42 .32 .32 .25 .36 .26 .27 .20 .40 • .29 .30 .23 .39 .28 .30 .22 .39 .27 • .30 .22 .39 .27 .30 . 22 .44 ,31 .34 .25 .44 .30 .33 .24 .49 .34 .38 .28 .50 .35 .39 .29 40' MAX. COVER METHOD38 I.D. t ' Asi Aso IN INCHES .21 1/) C. 24 5 3/4 .28 0 30 6 .33 .22 0 6 1/2 0 36 (0 .35 .23 II 42 7 .37 .25 0 48 7 1/2 -.40 .26 54 8 .43 .28 60 8 1/2 .47 .30 66 9 WALLAA 80' MAX. COVER METHOD3C Asi Aso .15 .06 .19 .06 .24 .07 .30 ; 10 .36 .14 .41 .17 .47 .22 .52 .25 DIST CDUNTY RDUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS To accompany plans dated __ J_A_N_UA_R_Y_,_l9_e_e_· ____ 12 'ora., .. 12.4/ 14.8 144 144 t----'---,,,--;s'-"'s::---~ • December 16, 1988 PLANS APPROVAL DATE ' ofESS[ . . D. NEWEL ~ . • .13798 g . 03-31-89 ' CIVIL • CF-CA\.tf ..---Elliptical Cage (Ase) .50 .33 72 9 1/2 .54 .35 78 10 .58 .65 .30 .34 Single Circular Cage (Asi) Outer Circular Cage (Aso) ~-Inner Circular Top 1/) .57 .37 .61 .39 .65 .41 .69 .44 C. 84 10 1/2 .71 .38 0 90 11 .77 .43 0 IO (0 96 11 1/2 · .83 .46 II 0 102 12 .92 .51 Ca:ge (Asi) cir i.D. O.D. cir .73 .46 -108 12 1/2 1.01 .56 40' MAX. COVER WALL BB 80' MAX. COVER SINGLE DOUBLE ELLIPTICAL METHOD 38 Asi Aso I.D. t METHOD 3C IN INCHES Asi Aso CAGE REINFORCEMENT .18 .24 (/) 24 6 3/4 .12 .06 a. 30 7 .17 .06 t = Pipe barrel wall thickness, in. Ase = Elliptical single cage reinforcement, 0 .24 .14 0 36 7 1/2 0 IO .22 .06 .06 Asi = Inner cage reinforcement, or single circular cage reinforcement, sq. in./lin. ft. sq. in./lin. ft. I.D. = Inside Diameter, in. .27 .16 II 42 8 .26 u Asa = Outer cage reinforcement, sq. in./lin. ft. O.D. = Outside Diameter, in. ;31 .19 -48 8 1/2 .32 .10 .35 .21 54 9 .37 .13 .38 .23 60 9 1/2 .43 .17 .41 .26 66 10 .50 .22 .45 .29 72 10 1/2 .54 .25 .49 .31 78 11 .60 .28 .52 .33 1/) 84 11 1 /2 .66 .32 a. .56 .36 0 90 12 .71 .36 0 .60 .38 0 (0 96 12 1/2 .76 .40 .63 .40 II 102 13 .82 .45 u .67 .43 -108 13 1/2 .91 .50 CONSTRUCTION NOTES 1. For details of the method of excavation, backfill and bedding (Method 1, Method 2, etc.), see Standard Plan A62-D, "Excavation and Backfill Details, Concrete Pipe Culverts". 2. The tables for minimum allowable classes and D-loads of RCP on Standard Plan A62-D shall not apply to direct design RCP . 3. Notes 7, 8 and 9 on Standard Plan A62-D shall apply to direct design RCP. 4. Throughout the length of any given culvert, the direct design selected by the Contractor shall be the same, including the method of excavation, backfill and bedding. 5. The embankment height'prior to excavation specified in note 3 of Standa~d Plan A62-D shall apply to the direct design RCP installation when Method 2, 3A or 3B are used . 6. For wall thickness (t) less than 21/2 inches, the minimum clearance (cir) for reinforcement shall be 3/4 inch, and for wall thickness (t) of 2 1 /2 inches or more the minimum clearance (cir) for reinforcement shall be 1 inch. • cir. (typ) = Design clearance, in. (see note 6) DESIGN NOTES Design: Bridge Design Specifications (1983 AASHTO with Interims and revisions by Caltrans). • A. Earth Loading: Earth Densities • Vertical: 140 lbs./cu. ft . Horizontal: Varies, see design lateral pressure chart (Circular Pipe only) . B. Unit Stresses: (Used in Design Tables) fy = 65,000 psi f 'c = See Tables C. Direct design method circular RCP is not intended to be used in corrosive environment. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION . PRECAST REINFORCED CONCRETE PIPE DIRECT DESIGN METHOD ...------1 NSP D79 • I I ~I (/) " C """ c.o C) 0 . C 0 ... ro ~ Ld > 0 LO <t w w (I) <l '-: ' <.. -+- <t' N "' - 5 13.lS' i.•' -- .. s.c.'e.. w O' 0, PI\C...?,l,'.LL. Iii ~ " . ' 154 1.S~ -- I ' 1 I I I i I , .t I . ,.. / S£..E.. -/ , \II ~ I / '/ f P. T.<ST. SJ.5' 45' MH.# -I-<> ti) 2143 <j- . c:Ji~t~~ .?.,' THI<: nwc.,. zj,,; '50 '/, P.$. T. T. l~L. 50 '/, G .. E. . .. -<I iii .. g . . ' -l.St.. • 'l.S7 Q "' -- -_J -::c z. 4'.: r_J :J uJ 0- _\ --·· \ '\. 72' "' -2~1 UB -- I (' . ' 'C. isi" 2.Sct fAL \ ,;;:-IC CDf\•ST . . ~ - 2.i.o \-\ I G \--\ \.J A '< -- -- w ., -2.t-1 ··--- LEGEND FOR SUB DUCT @J = SPLICE LOCATION @ =. PULLROPE (MULE TAPE) ASP G-2G GA. FIBER CABLE 1// SUB ·DUCT _EXIST. ·1-411 DUCT ,) ' -) z a.. J ----·. o-1 -s.c.E. f -- s ., ' I.<. r"c., '!IE LL ::J 1(1 t'J ;; !, -il.1. ~ . -- ·-···· ·-. -······------... . ----0 ,< :,.c I . i.t :,, ' :l t:i a r. i I- L... l.\.S PAC.\ r1 C... ~ ---- f--~~; ~\ _J X. - 7'331-12-411 MC D 7931 w.-w. SEE LEGEND THIS '1.10 2.11 Cl)/\ST \-\ \ G \-\ \.J A'< -- CONST. NOTE VERIFY ALL MANHOLE STATIONING AND NOTE ANY CHANGES. . . ' ® DWG. I .. - ~ ---· - 'l.i'I. PTtT MH.# 2144 12'x G1X7 1 50 ·1. P. t4 T. 50"/,G T. E. \ . I • ' , \ , \ , t _, --• "7~.l.5' II 'i.i.' 53.S~ '15' ,, I ' 'l.7~ I 0 Q N -+ r<) r--N: -- LEGEND O=PT~T @= PROPOSED ACQU'JSTI0N BY G.T.E. • - "' ' ' ·73.15• l,L.' s~.5• .. ~- ' . l . 'l.i., - Q. I ~ z 0 Q ~ ---X 1 I-><D< '-"I., ~ I _J --~ ~@ . 5.C..E.. w i- t:I., W,C.. '!!£.LL . -Q -J .. a - ' -'2. 1• Q "' -200. OF 207 <::l Q cif- 0 LL -+ w ~._J <( s:: 0 _J Lu (0 L!J w ,JJ Ld w ({) C:::rt:::rua ~un::;; a:;: CIUJRIMI.A LOCATION . P.C. p I ISBUE OATI A""ROVALS ' <( N _,_ . ""' '1000 , - a. N • ,! e OZ Z '~•),,_~r""),}---. I 12711 ~o '-" --0:/,¥ ,, ~~·o .... l·- 1->"-<> ''-o -~-• \-: ' ~ ,----+--=--~ . \ .. ~ ,, ...J_, tn - ' i1i I f,.. M "7' N ---'" ..e I v'" i--R s EE DET. MH G88 L 1d c;''x s'x s'(! MH. 2145 ~@@.L r<J a. @@@ z in o:;lf) • • 0E1 ~1A 1 cp~$~1;__J_ EXISTING ~-----------~ OQ@ .~--------~ SEE CONST. ~i _ Q ~ a.)-~.s:>-<)>-<g z , PT.l,T. P.T.~T.EXIST.-32~'-G-41/MCD ~~TES 1.~2. Vl\-~l'-N-"'-s;t./'u---"lco~"-IO~O"JJ.~_ 'B' ' I I \ \ ·/ ' I • ' I ' S.C.E - ® \ f- ~L!.. ~w ' _J ~t===:.:.:_:_s __ u_. -_-=._-:_"" __________ ,_ ... 1-_,_,.._•-_~·N_"_'_'_'" __ l'l_____ ..c.;_' ------------------------_:.._---l,---------".._-r_-r--------t----T-----..l.'-+'"~'''-----i--''--''::--------1--'-'-.,...'------ fu -l--1---- I\ i I ,,, l II, ' ' ;::: Lil c;: I :...J ' I I -·---• ·i,.' I• . \ ' • , ' . , I ' '/ \ w --+3: • LU w (f) ~--. ... ...... .. -~'/..PI\C..~t:Ll ' • .. .. • •• I/\~ 11--32" L(0900Y). ~--- • ~.•s• -,')' 'b' , "',' • \\7 - 45 ~, .'.l '" • <c!' y :SJ.S • ·-310FFSET N I /! • "" ' Tl-3G' I 45 ' 0 ~o _J w CD .. w f----------1➔1~----------<-t-77 ________ ti5 2.80 -" ----..j.....c.tt------+--<----1----"--¼-....;...+-----t-::--- 2s 1.. 2.a~ . 1~ • ' • I • • • • • --'---'-~--1-·--------- ~( 8'· I 8 I ii~ ~ 8 ~ ~ --w 0 (f) l[) ui 3 -Lf) 0 i<l ~7 /~ 1~ ;i " ~ ~ ~ 11\(.'I-\WA '< 0 N 0 0 I() + + -ro a) N N ,.. ~ gJ ~/ N ~ ~ __ ....;_:, _________ L-~---:;-------------..c_---'------_:...:.------------------ 355'-G-411 / / LCONST. NOTE; 1------------------------------------------------------------ <( I 512 ,_: c; -41_1 __ _ N ,,........, -~ co n.coooz '---------------------------0 --------~ 1-I-,-(7> 0 ...J I -= ' I G991 W.-W. ... f-7 !il..E. w ® STATT "r A V,.'rs. IN C, I ./ ·--,---I. SLIT-WYE EXIST. I -411 MCD '---------~ r<l I'-.0. T----i::i,;:.·____ J GOING TO POLE #D009Y, 1--l() ~ ...J n..1-o€€f0_~: AND EXTEND T0 11 MH. G88L, 4731w.:.w ~ 2. INTERCEPT 5-4 MCD PT~T, O DUCTS THAT ARE STUBBED At'-lD 32LG-47 CAPPED AND EXTEND MH.G88L, 4731 W.-W. I • 1/ 3G-l -2 ® @A 1721 W.-U.S. I 1 I I ' ' 08 --l-. <; a:: r- w g:J ::;::;:;;;:;;;:;;:;:;;:;:::i:::=:;;;~=========================-..d'..,,..~r,,..--"/::::..__ __ t-~'.~F· ,._,~=========:===="'"='==-=='~__:J':. A, > 'in C; st LO <( r:-- ~.,.J u,~ 'lb~ ' L 2% LL.I ,· f"' l, J ?A e. \ '\="I c_ ' m '"x I L-; \ ·--,•-11 ' ' I / .., '- ' I 27" I GT 4, " -_c..J) I ' -~~@ 'N -€)@0 "' I MH. G87 L .u •N ~ I • Ul ---- . l I ,._ 0 u f ..,. 1 . Ul . -00 NECK LENGTH ___ , ,_L DET. \c I ___.0"'-'E=-'-T..:..... _''-=8;.,..''_ MH.G78 L NNEECCK LENGTH.,-~-! MH.G88 .I.., K LENGTH " (_) CJ Lv L.J V) Q) GOO) ~~ ta..lE~Ult(i: a~ cru.lFORIIIA LOCATION P.C.H. ':i/0 PELie/iN HILL Rn. EXCHANGE LAG. B. c.o. LAG. "'· ISSUE DATE Al'"1'10YAL9 OWGo:1 .... i O AAEA GENERAL MANAGER I I ---------------------------------------:_.;.. __ .....; _ __,,.;. ____ ___.·;..'~2:.:0~-.!.I .::O::.,F_2:;;;,.::0;;;.7!..J __ uw..:C.::.:"_u._i:;A)Ql.,!Al~3iTErl,1,.0E~?F;..0_··-i:s:3:::2:::~4:-K':;.:4:.l.<8~·o~-R.:., L, _____________________________________ _.;. ______________________ .., •OAII~ 0 1 • 1.9 t ------------ . 30\ pROPOSEO' tt::J· 302 ' . l 1 0 (!) PRJP. It:;, b ~ f--_ ,.._ 0\ o_ J 7 / MH C.85L s93'w -w -• 1!)c.'xsxdt: . I ::iEE DET:'F" .. • rHJS DNG, I I • ... I 307 . . . 8 ~ rt 1 , 1 '1:: 1!1 ..c=EXISTING (j, ~2. • . ' 1 ' _ -----~------==~~"lo~~:~i~-~---5~=-=-~P;Rfc'O~PG-~--J~S~EO It__:;> 3<>?> • -. , _ _ __ _ -'2-3;~ -~ --g~ 30+' • ---------~,==--===:-===;;===~==-~= l--~--·-- - ---------~ 3~!5 -----v AC. I F t c_ 3&: 0 t . -307 0 Q · 4211 .... G.T. MH. EXISTING It L - 4 685 L I .. -. .__ ______ :..,.. __ _,J _j_ . - - 312 ,,..__ -----. -4 . --~ .312. --l.() ' -l!l • ~411TERMINAT0RS -fi3 'b ~ 313 0 -1.{) --313 --zy, -' 314 :_PROPOSED-~ J. -r' L-/9, I 0FFS£rs X .l 315 HIGHWAY - - --:------:..... EiC w -s '30'1 ____ ___;,.. __ __J 0 w w w (f) --~4 EX1$TING ~-: __ / 0 p ~ ROPOSED If. ::Y-i C.MS.T 'n\~'t\v.JAY ===-===-~==-==-=-====------.,;__--1 -----.!:l..r<)'----;::-;. =-:-:-:-:::~----~~--w EXISTING ft::J 2.02 OF 207 SEE NEW 1 MAP,.··-- SCALE-1=40 • t.eeATI~ • a11CMA~ca G: CUG DATCI APPRov.-..us R.S· L1 1 '> c··, ·J_, <.:( w N O.roQ0 2 '----O ,-_:,--=;re:~ I G83 L 1-r--O') o -'~ M H. = 1 o'i;"x s'x G'G'' '-® SEE DET.1D' • " -. S.C.E. ' ' ·~w ' <: ' ' ' I , (• : ~ I I . I I I I N s:t ~ w w Cf) I ~u I : I 8 o·o 0 ' l{) q -Qo i (j) lD r---: " 0) I -ll) I'- i' + + + ·' 0 + ' N fl\ N N rt) (1) rt) i ' ' w LJ_ .. -· SC.E'. w 'S - -l() '<!' - "!>YL ?.~3 -- LL . i ' -·- -- , '-l() '<!' Jl.2. I I/ • 700-G-4 I N I - ! a._ I 00 0 'c,', :Z:: 0 ~ I 1-',.O"-a--. OJ -' --I 700 w-w. I" I.. I // 450-G-4-__ _ N o. oo_u._o z '~ 0 -I -1-,~;--'l ~ '.§ -;=., I I-' I'-0 0 ~ ,_. I - a, _J ;.j r•-1:---8 b ~ 1 91 -' -1 I ..., I ,..,. ~ -- I 1/ ·1 . -. @ I I - -C,531 w.-w. I I I • '.3'?.S. + 84.l'lll I I • /~ 27 • 1\' I J I ._. I ' .. I \ ' 1 ' -,,-,T" I / ----·-, I .,., l I '\ •7:.. - - -,, ¥.·\, ~-, .. •--. ··--- I bV' '{' I :6.•96· I ~r-,s: -- ' _1_,,39 I '91 1 r .. . -31.3 L 324 JlS . • 31.!. 31' l?AL\~\c._ C.DAST \-\ '("' 1--\ WA Y ----8 <j I O' G ,, rl) . 271 • 3G'' -3G'1 27'' 42'1 I 4211 -~ - -,-I :-9 GT. 4 I - 1..)1 -;r) ~~ N !i~ (--...('r '\ I _11_1(-J ../ _, - l::L9 C"r'i , .,, '--_, I \ I I \ 42 11 I ---VL4'1TER I l.l) MH.S MINATORS ll) G 80 L NECK LENGTH ___ 11 ----.. G 8 I L NECK LENGTH ___ 11 -.... G..,.R..,_,,:S...,__!.__• NECK LENGTH II DE1 ~6"-'84__.__i.__NECK LENGTH ' S~~ NOTE fi26 I NECK LENGTH 11 "El'~ c DWG. •c• , -747 L~NECK LENGTH 11 MH GBI L Io' G'' X 51 X e,'c," ® SEE DET. D . \ / •. ' --\ ; . ,_, --~ ~ -;, -l() N l() -., \J) 'CT 'CT 'CT c -, -. ' 3-t; :,34 531. "!>o0 8 '3 =, 1 "' - 'r'AC.. \ f \ c_ r<) ~ U)f\S',T+ \-\\C:it\'wAY . L{) r<) r() ----- MH. G82 L 10' G1 x s'x Ef G'' SEE DET. 11 G' -, ~ THIS DWG. "·· II ' " , ~ .. ' I ' • ---, -.---,, ·-- -" ., LO ' ... '<!' (\J ;, 7 ----I. -"Ji& 0 3i_o, ~ ·o ui ;, "' N + (D N r<) ' Id r;,11 . I 27" 3G" 3G'' • • 27'' GT 4 MH. G82 I I I DET . \1G" . . SEE NOTE ON DET1S ·s'~·c" ow G ·'c' • ' 7001-G-41/ N o.,ro o(o)z 0 v-I I-I'-~~ _J - I W 700 W,-. ® ' ., ,?.,1.S" ' -y,~ 3!.'1 . N CL 'oo 01 0\Z 0 '-1 I-r--(J)) O)_i ----® S,C.,E. w ,,. ~ I I i I -73,15' ~~-''>3.S-l() 'SI" - 1.lo - -- \ I I \J( 4'1TERM I NATORS NECK LENGTH ____ ,, ' . s.c,_-.,. -vi " -- ! • ,. ... s'!>.'5' -l() '<!' _\ I . '?>~ I -- . LL --- • I 0 ' LL g C ~-~- ' <r,. «I . wJ wJ (fl w w (J") 'E.'. NE-"\ I''~ ..::, L • 'v JI ,,r, /---_ SCALE I =40 LOCATION P.C EXCHANGE c.o. ISSUE OATE Nt:RAL. MANAGER 203 OF 207 S. WORK ORDER I • l9 3: 0 w w en I GUARD SHACK\ R'.l,E MAKE-UP GT94018 ' 1951-12-4 __ _ 1391-8-41 __ _ 182'-2-4' __ _ G'-2-4' Gll? BNOS. 422' w.-P. . N z I _J l + l4S ---- I 1/ ® ~ MH G78 != 10' G'X 5' X 8'G" <:i :::5 SEE • DET. "8; L 173-8-4·--,-- tO ~ Q O Z l 0) 0 _J 0 1..9 N DWG. "C'' Cl +J N st. N o "o~o"',...'"'"''"'"""" ,...o"' z . a.. o . . z +cQ w_o 111 0 -l 0 r:::. er, 347 I ,, 592-G-4' PVC ,1-~z. 1(-'l ,_ 1-0 _J INTEhCEPT EX!SI G_-4 11 PVC F'LACE[ Cl\ H.0.832-7lt',2,2-I. 0 0 a, \-\ \ c; \-\ \..J A'< ~ (JJ ~ I 4211 I I ' '\'I' \ ...I _., _. ( \ \ "'' _,, .J ~ 27' I I ~ - . - o, [\] (J) I .____349+59. 00 ENTRANCE TG REEF FOINT 10' <;/ 36" --3C' 1 <7' ' - GT. -1.l) ' I I 41 -=~~. (\j ~ I MH. G79 L I I I " ,(J) U) • 421 I ~ \ -< ..J L[) I --l l--22'' DE1 \11'1 SEE NOTE ON DET's. "s''(c" · DWG, 'c'. NECK LENGTH ___ _ ~ • I I w w (J) SEE NEW MAP __ _ • I/ SCALE 1=40' •, n,oo) . ~ vm.o:=~uin::. 11:: cru.Ji~:=;11tm LOCATION P.C <: p l HILLRD. IJCCHANGIE ·1c:su1 DATE • .u,novALG 204 OF 207 • '"'""""' I , ( . . .. 1- ::r: (!) -a::: w > 0 ID <( w w Cl) w z -_J ::r: (.) I- <( 2 --- 3?5 ------ - ' 0 -... 0 ... --- + ~ / /' ,/ ..,..,. ::::----- / / N 1-z w _.:;· w (I) < w >-1- I-:::, _ _L_L l ~ T ,, ·' "' -~ a: - . -- - • , a, er PACIFIC :::, u 306 . • - PICK UP POINT TO PCH 0-13 ' -1· - ' I , ' I COAST ' I 3071 ' I ' ' , I I ! ' , i ' , ' I ; i ' i ' i -· l .. / I EXISTING PER P.C.H. UTILITY • BENCH CONSTRUCTION ' ---_.!q~O::: L, -------------• :.----• EXISTING PER P.C.H. UTILITY BENCH CONSTRUCTION 0 "' II) -♦ .. "' :c , OU "' IL / I ~ -,----:- • --• • ~ --• ----· -..:.---• """' -. -----.·---- ----::-----:-• z ~ .:::.::_ -~ -- HWY. 308 ., N 0 0 "' ♦ a, 0 "' c-=l ' l coASi I 301 HW'<. . . ... .. PC H Pl3 TO PCH "14 I . .. ---- I I - 309 3!0 ' - -- , . • . ' ' I. 302·· ., - . - . -- , I I ' • (\.I I-· LJ.J w ::c Cl) \JJ tu Cl) w z 0 0 \ ,i ., '.I . ,, . / \ \ \ 503-, .·,: .. •,., . . \ \ \ \ \ I- LL. / w _J ~ 0 _J w ID • w w Cl) w z _J ::r: (.) 0 I- <( 0 • 2 + ~ 0 I") . . --- .. I .. I . ,· 0 I -I + I . I") I - • i -. -' i' t t~s~,,~M=+~D~E~S~CR~l~PT~l~ON~=====~========~~;•~SYl~~d=~~D~E~9~CR~IPT~~IO~N~=;;;=;;;;;;==~~=~S~YM~=~~D~E~ S ~ C ~ R ~ I P ~ T ~ I O ; N ~ = = = = = = = = = = = + ~ S ~ Y ~ M ~ ~ ~ D ~ E ~ S C ~ R ~ l ~ P T ~ l ~ O N ~ ; ; ; ; ; ; ➔~S~Y~M~~~~DE~S~C~R~IP~T~IO~N~j~====~~=======C~A~Bl~~E=~D~ES~C~R~IP~T~IO~N~:~~~=4=~::~~~:~~-~I ===T~O~T~A~LS~==========]~==~~===~R~E~V~IS~IO~N~S~=====Jc=~~~==1------------:------,,-----------'--'-r~-.....:_--,----~ 2~09J5~-_!O~FU 2~0~7[·---~ I DATE, • , .,.,",. M_GC TRUNI( l'/ITH REVERSE ~ MGC TRUNK WITH REVERSE ~ -a 2 WAY LINE SPUTTER @ POWER SUPPLY ------.750 CABLE HOUSE COUNT COMMUNITY ·cABLEv· isioN· co. :,-~ WITH BRIDGER. .L.:::::,_ INTERMEDIATE BRIOGER -Ez I TRUNK CABLE .>!)-AGC TRUNI< \'/ITH REVERSE 1>.i-v-,_ AGC TRUNI< WITH REVERSE O DIRECTIONAL CCXJPLER -f/-PCWER BLOCK .500 CABLE DISTRIBUTION CABLE 1-----------I----J--------,--------,_;_ _____ _:• ___ _J~- I.--~ WITH BRIDGER. ----µ= r:CA~~:~r3~~: EXTENDER 2 WAY TAP □ VAULT/PEDESTAL -.412 CABLE I c.A:rv. oisrR·isuTION svs·tEM i'j>--(9-""=--DUAL OUTPUT LINE EXTENDER □ 4 WAY TAP □ LOCKB0X TOTAL CABLE BEARING ··_1 :.\ MGC __ TRUNK ' M · MGC TRUNK \'//TRUNK MAKER --µ.--t. _ _ PORT I· 41DBi PORT 2 • 32DB ◊ -::: TERMINATOR 1 --~-' 3 WAY LINE ::;PUTTER O 6 WAY . TAP TOTAL UNDERGROUND LOCA Tl ON ::> AGC TRUNK M MGC TRUNI( "W/TRUNK MAl(ER ._ BALANCED OUTPUT (-S.I) ---·-·· U.G. CABLE ROUTING PACIFIC • COAST HWY. AND BRIDGER 3 wr.Y 1-111E sruTrcn u.3. a WAY TAP I SCALE : 1" = 4 o' STA. 295• 75 TO STA. 35a + 10 __..__---~===1'==..!==----i,_.....,....-i..-----.i...=-...i---~-,....___,_ __ --:--Ji..-----,;,..,_-1.~---:-----:-----l...-__;, __ _,1 __ _1. __ -, __ __,.;. ___ ~----""'""-=~.....!...,~,..,,,,.._...,.!_._;.-~· -l...-...,...l.~~ ' • I . l's,-. l L I ' r· I -,-I. .. l I ' I I I f ' ' I. I t r-' ; . ! I t f I, ; I ' I . I ' ! t I ; \ ' ' • ,, ' ' ·~ ..... . ~: :·~>·~·. . ... . . : ,. . . •:;-::·::.) ,\tV,;•,_;: .:· ·.-~ < ;·. i:. ·_ i .. .f. \' . . . ., ' •. ' : •. :.,. ". _! •• :"!, ~ ; •.: -~_·: .. ·: PICK t/P /'[)INT EXl5T/Nu /·S"a»!M. • 2·:1'.Jll(C_T-1 (/2) a Where candult• •r• p"Chd up, conttador to mandr~ ■nd M11an p11II rope lrom terminal to terminal.· . .. . - ' ·,. ··~-' • .... ~.i;·. ~. :. / •. -··; . ... -; .. -~•:·:,;·-·.--~_:_::~:\ .· l. --- PR0?0::,£1] POU:. NO# .. I . I \ I \ ' I EXIST/NO M5°:>6>5035 -' S', 10'-,;J', 7 MANf/OU £%/STING l·5"C.OMM, 4-Z·S'lJl!C'-', ( IZ') -. ' Appllcanla Olpr•••IY repro■ont ■nd wan■nt lhal ■II work perlorm■d and all matorlal UHd In moating Appllcants' obUg ■Uon■ haroln ■r• free from defect■ In workmanahlp and are ln conformity with Southern Callfornla Edlaon Comp■ny'■ roqulromont1. This war• r■nty 1hall commence upon receipt by Applicant■ of Company'■ flnal accaptanco and shall oxplro one year from th■t date. Applicant■ ■'ilr•• lo promptly correct to DI• Company'• Ht11racUon and that of any govarnmonlal l'il•ncy haying Jurisdiction and al Appli- canl'I upon■• any braach of this warranty which may become apparent through Inspection or operation ol under'ilround electric ■ y ■t■m by Company during thl■ warranty period. Pfl:DP. WATER Existing strud:ur11s shown on thl■ drawing contain energized cable and equlpmenL Entering stn,o,, ture or breaking thru waD to be done~ under supenrblon of Edison Co. personnel UNDERGROUND SERVICE ALERT 1·800-422·4133 Call US:A/SC For Undel"\lround Locating 2 Working Days Before You Dig lc'X1'<>1'1 t!C:>i ~ ft H U1'1L11'{ ~c.i-\- rMH TUD-SJ'l'1.I!: CONCRETE EHCl.OSUR! vxur1•xr ' ---......... c- •-c......,__ ,__ -- ---tn-X 1"11"' X tir 'l>.;;,<;1""-........ -..... r-..... ~ ~ .. r.. ..... •--pi,.1-1 """" 1.'feoandbcnor,,_.,,,.~\lll'ni,our,ding~ t. Cloblot..-~ ..... IM-Wln111E~-atN-ol~ -S. ICNCi' _,.. pl8ln blni:i.d and III bonMI of-~ "--'-Ccncr.-fToo..lcls lln>ol<IIPYOCMU UllllyYaullCompan-f SW...,-. t.ibrN ,,__ Cl,lltarnlll ,___ CaNfotrM c-1o9 No.100 l'MH Cawlcg No. 650 l'MH 14-ED1 C.laloq No. ED-51~H CONCRETE PRODUCTS Precaat concrote item complete will\ neck, C0Yllf, and Inserts may be obtained from ■ny ol the following ll1tad ond approved manufacturers. ASSOCIATED CONCRETE PRODUCTS, INC. 4301 W. M•cArthur B1'.•d., Senta Ana, Calif. 92704 Phone: (2 t3) 626--4853 (71-4) 557•7-470 BROOKS PRODUCTS, INC. 4505 Litllo John St., Baldwin Park. Calif. 91708 Phone: {71-4) 551-3500 (213) 4-43•3019 UTIUTYVAULTCO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone:(71-4)3.50-2675 WARNING Th• Hcav■ l o r must take sll atepa nec;:nsary to ■void c:ontaCI with undug;round facilitin whii;h may ret11h in Injury 10 jMlnon:1 or dam.;• tof■cililie1 intha area. Th• indicated location a of Edison underground fac:ili1~1. at provided, ■ r a bali...,ed lo be .eeurale, howev•r, the final determination of axact locations and th• CMI of repair to damagad fa,cili1in Is the re1ponsibility of tha excavatOf. LIST OF MATERIALS (EDISON CO.) Southern Catlforn~ Edison Company SEE UOS SECTION INDE:it FOR AEFERENCE DRAWINGS ·-~,' ,.~ "l• . •-·--;--,•----:-~-- • SPECIFICATJON_S AND SUBDIVIDEfi°. BUILD-ER : • Ji?--' •• _ RESPONSIBILITIES FOR THE INSTALLATION OF UNDERGROUND RESIDENTIAL DISTRIBUTION SYSTEMS. u ..... .,,,.._;..,~(Wl-dr~..,l\;tJ\,_,,.tP.-,DflhlotP«•~N~lluii.,.,at..alw'Mlllthek>llowolftg"-•N -IOlfte[cli_C-_ ..... ltl~r,caw,t"-P,--..•ndoc"-d,,o .. •lfrilcll.,.. ... .._..,,_..,_, __ ..,f,t,idrepr-nt.11>n1Gf"'- -..bdiwlOl<'-lluolde,, IN (di-~-• _,,,I •"'I CK,_ .--rl'I.-....,. M ~ ii, lflol ~ T. RKi~f•WAT: lbgtu-of.w-, "°"9 _ 11,.. _, ..-.Ice --~ .,._,....: tN elf ..... _,._. i..,,. -follo.in9 wirMIJ: .. Na,. .. •111'-""--•fNc. 1. • l :,• •· b. ~-p,c,,p,o,tfl"'-t-~1-• , • . ~ c. fo,1--.-... p, ... _,,_,,,_,__ .... ,._..,_il:_,_.,,,..IIMc.tNor1t1...__.,, .. ,......_.,.,._......_..,.,.. P<-'Ytl'Mlll-._1 : . !. . , · Z. SUM'+': i · -:C. ...._,Ing .,i -1,npr--. ~ -lot .... , ....,., louollana. .,_~ v,t,dit, 1111... -'°' N lr,otllltaflo,, cl. ........,.QoUftdf•ollllff-t.~.i..:l_,....,._., ... ,npl.....,priorla1hioMMalthe--.G,__,P'0"'1YIN1tNH- ""--offul .... _........ .. 111.«llno,I,, ....... --~ ... -..... ~ .... inlttili.t-. • • S. Pt:ltMlTS, •- -~_._. .......... --■IMo--tJJ"-----·~ ~-11o1.....i.t11e1e ....... ..:.........~ ... •1Mo IG■ ...... ll\l(d<IOflM--•~I ■• ....... IXCAVAinoN AND IACU'I.L: --. 1-WM -M-11 bl ~..t .-MIi rough Q•-f'CO *"""' 1,o,... •ftdlon o4 llf>al ,;i,_ P,OOI I■__,..,,_ "'I"'"°" ltl'IICt..,.• IL All ■-..--1'1..il lM Ml .-:co,,d.,... w!III ,,_. Co ........ 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Ko1D1:b•■ .. -,..;d,M112tneM■oldot.n--...,tabl"Dl-"""1~c---~H-b■drftlcac,■bl■o#p■u .... ltl<ough ■-Nlfinctifflffll-M"■/l .. lb,■C--MIM-•Odl"-.-•H•"'Gli..nfil __ ,._.ltw,ouuh ■1/T" .. rHr,pl- i,npo,l■cl....., r ti.-w r ~ f,..,,.,-.. ~ =.~::.::.::. ==-:. :.:..::ci .. ·::-.::::-:-i.:.:~::==-.:.=!' plK■d ill I -thM ¥r~I MIi I. IIITMNl"I(] WAU..S: Wll■n~nd,r■l..,.ingwllll■o"-IIIM,~t,Jt,_..,~.b<,;ldo,,l(lp,_;,.,..,.......,..,__■._MNf■qu,p,n«11.W•l1 -,-qu...i...-,;i,_n..,.....,..11\111211..,.-.-"--oop-t-'-=•■t•"'-°'5"-"---;"'"'•M■ wbjKl 10--. 0."'9r, ■nd iNl■ll■I_, mull comply W1d'I IKal bwt'--9 _.,._,._ 11■-.. 10 U$ 115 lo, t,pc.11 "--- .. CONCUIT; & TyP9.,eoridlo .... ffli~jolt. 1'5-■UG.S110.11 .J • - 1:r~ntJ.:· --ns-!T~ll)\jL • IL (M;,,..,._ -iot '"""4 or pa,1rw., I■ jf)" • bit-.,-·••d■• • C. ............... -Ol'I pri,,11■ ,._., ia -~ bit-,..,~ It'..... , .. 0....,£~---,,,_,..,_,,■■IM -Ti;.;;"""' IM ln-lMI p.i' E"'■--.-..:-UGS-100.1 ..... UGS-1:IO. ■• T-• ~.-.,--■11 IMo io,~no■ •td\E,._ ~ l AUCDfldouil mu91tl■ffifndt■ll■d-llle~m ....... , NGS-l■?t f. M~ W"pol1PO\i1low,.Df~...._pultope(po,IIJG:S-ffl ..... lM,..-ledifl .. Wldu,cNft■. 1. l'AVING: All~wh■rw-ir■d.■"IIIIMo-idtdbrdla• bd,i "d ct "101 ■ndinalllld1D1""o•r$4Ylc--~qqgj1""1oc.1100"f'ni"9 ■,gotftCY. a. SUBSTIIUC'n.JP.ES: • • All~"'-" 1M --■d or ...Ull■d 16 EdllOfl 1p■ei~ 9. TEU"110N! AND OTHl:11 UTILITY fttQUIIEMENts; tt..d•-"1pnp•Nlorlh•rDb.....,■1M--f••kt>NNIMi-Mlal1MPlo,!!'oaM1tp---,llftdlo,-U11My.,,,.,,_q ... •- _,..,,.,. det■1II"' p,.,, i,,■t■llobOfl INIUld 1M ,.l■nNi. "'9 --~ T,_...,_l<M,~9"d ,.__ ■----• .....i _,,,,,,Mk>ft •-t Iha w---won:;,,g,..;r,,;,,ii., ..,w..i■-1 WI ord■rla~Mdarn■,g•loto1 ..... l1o¢11<t ............ -.lhM ■"l■<""toff-ic,-■/lo,d"'ft..-lou_.,,_,...,, .... _,..,,c1,■--11. N■1■,._.,.■to,1,_.C0111o4,ap■it1.r■c,1.......,.._,-.o,_,con.,._1M!d•IOfll .. ~---brh•I-M•Mpro,,,de .... ,■QUtfWd._..._Of ... --~-·-~~ 11. IHSnCTION ANO IIIFOAMA.nott: fiOB 1/CHL/Cl'"P. ..__1 • ._...... ....... .,.. ..... tnclioclp■ric,d. "°""t11 .... [--=--( 7 /.1 )91..3 • ..S~•I' !) ofll-.■-ct ■IU. pb. Sl•nd■rd,,..! __ ,_.......,._ -.,.,._i:q...,.. _._ 2 ..,. ............ 12. OWNEIISHI': eu..-1,ioo •■c110 tl\eldo-eo. AU.•-.,._,._,._ ■--1-. ohown ■■-_..... . 13. COl✓T/i'I/CTCI? TO fllRNl~fi /1/,/l; ln5T/l/L U'("T /'/[J(,:S l'IJ.' l/65·/EC./t -~ 14. CONT/i'//CTCR 7C }'J'OY/l)C WIii/ 70 ;·✓h'/l w,·r .11[//.~VP.•J/{"/ITS ,~ SEE Vf-S· /0 m,. Jl)/l(T COA'STl?(lc'. ,'{'// Rlot,iPF/11/'//ct: ,~. SEE vc-s-:;o.:; (&-.4) FOP F./ICl:'Fllt t:l0////l"A1TNTC NOTES: 1. Foot'fll qu1ntitiu lf■ 1ppro•imat■. 2. WhH1 r■f1rfl'IC■ II to 1n it■m not detailtd, IN H~r■i. d~ipliOfl li11. 3. Thi1 tin prtttidn a 1um111uy cil it■m1; miscell_, ll1m1 and Items lndud■d with m1jor ilum Ill not litl■d in mott in1ttne.n. 4. Rd1,.nc• dr■win;s u hxlicated or, thi1 workintdnwi"9m1ybe obbin■d on r■qu11t from th• Und11gr011nd S■c1ion . LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U.G.) •= NQCD0..11111:00-rn -i!llf(ll'o::,,«;11,.0T -r,o-IT:=:] ,....._U)GIHOlr,tl,0, IN~LL ot-->-L"i .,. t-h<o \ t:P' <;,ec.•floN PICK VP EXl5TIN6 3,5• .llVCT.S "EXTENI) WITH: QUAN i'_ :, UNIT DESCRIPTION ,,, M;½'llr/1 , ,, A-If! rtJVIP SIZE ITEM 1110. RH DWG. ·.uor·/ r A1•/t.' .~:.-:1,'r jO'" fl. l'C-~·/,i' I %·F-lr ,,.,., ( ll"EITlO<I NOO,cn-o,fAIQD~~-W!O,CO,,,C,.,T -1<0 -v::_J-Ll..:iTH(ll'CO>OJl-l-·tr- \ ,' ' ,, / . / I I_ ' \ \ \, \ \ \ • \ \ R/W a'P.t" ~- 211'. I 5 CO/A_M. I Eli 25 lf l27(p TO MM --== I t.A EA. EA. 3 THIS PLAN APPROVED AS TO LOCATION AND TYPE OF ELECTRIC SUBSTRUCTURES -~-. •. Owg./Rev. Developer's Signature Date Original Rev. 1 Rev. 3 CHANGES IN THESE PLANS WILL REQUIRE AN ADDITIONAL 4 TO 6 WEEKS AND CUSTOMER WILL BE CHARGED IN ADVANCE ' FOR REQUESTED CHANGES. PLAN SHOWING PROPOSED ELECTRIC UNDERGROUND LAYOUT FOR CUSTOMER INSTALLATION /'MH •,Jl,H I 1/"f' ,'/.~-r. --:.r_ /'l. >-:I I.'. 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