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HomeMy WebLinkAboutR_5851_S,-- I r.=================:;---;::============:::::;========;=====:::;:;-------------------------------------------------------------------------,--7 ----:-=-:-:=--:--,-----,lSipon-s~T'7.lMWIL1"E.,.S-,"SHHi=iEEf'iT'i-TTI0°1iTriiA•L77 DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS ~/II '</ I CITY OF COSTA MESA ~ m <( 1-:z ! I I/ICTORIA ST. w u <( _J o_ CJ; "' cl -0 u cl -_Q z .Q z / w z <[ ...I ! f- 0<: ! J; ® I; m 19TH Is! < ST. PROJECT LOCATION l's "' "' ~ :,: \.\[ICINITY MAP j '\ NOT 11l SCMI SYMBOL LEGEND -0--POWER POLE 0 MANHOLE ~ FIRE HYDRANT D METER BOX --0-VALVE POWER POLE ANCHOR /j, MONUMENT -x-x-x-FENCE BLOCK WALL 0 Q{J TREE SHRUBBERY ASPHALT PAVEMENT CONCRETE l~ BUILD!NG --· ---EXISTING CONSTRUCTION -----PROPERTY LINE ----NEW CONSTRUCTION ---t.-·-CENTERLINE -S -• --SEWER LINE ---·--VI-WATER LINE ---G---GAS LINE --E--POWER UN£ -·-TEL-TELEPHONE LINE -TV--· CABLEVISION LINE -SP--SPRINKLER SYSTEM :r:::( STREET UGHT t:: :::o -· ,::-j GARAGE OPENING I ! L ___ J WINDOW \!£. SPRINKLER /1' SLOPE DRAINAGE PROJECT LOCATION LOCATION MAP NOT TO SCl.tE ABBREVIATIONS AC ASPHALT CONCRETE ABAND ABANDONED APWA AMERICAN PUBLIC WORKS ASSOCIATION ARV AIR RELIEF VAL VE 8/APPR BACK Of Al.LEY APPROACH CATV CABLE TV CO CLEANOUT (SEWER) CONC CONCRETE DIP DUCTILE IRON PIPE OWY DRIVEWAY EP EDGE OF PAVEMENT EV ELECTRICAL VALVE FE FLANGED END GB GRADE BREAK IP&T IRON PIPE AND TAG MJ MECHANICAL JOINT MON MONUMENT NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RT RING TIGHT RW RIGHT OF WAY RWV RESILIENT WEDGE VALVE STL STEEL SW SIDEWALK TS TOP OF SLOPE TW TOP OF WALL VCP VITRIFIED CLAY PIPE W'WF WELDED 1'11RE FABRIC tr-:::==:::::--, 0 EMERGENCY TELEPHONE NUMBERS ' " (l; z / ,ll z Ii I _g CALL TOLL FREE I ~I -::~00-422-4133 ~ORE YOU DIG L AGENCY SOUTHERN CALIFORN!A GAS COMPANY SOUTHERN CALIFORNiA EDISON COMPANY SBC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6: 00 PM 12 DRANGt. 55 CAL TRANS REVIEWED BY DATE APPROVED BY DATE PREPARED UNDER THE SUPERVISION OF • ✓"'I ,f ,✓-._ I •• , ./· ~cuq12;CY~t t, ~ 1:. NEWPORT JBLVD RJIGHT TURN LANE AT HO§PJIT AL ROAD CONTRACT NOo J(6)§§ ROLAND L, BRUST REGISTERED CIVIL ENGINEER No. 22,903 !a f:!ri2-l~ 1~'4-# v~t' °tiEJ:/lC::!:;7 WORKS DE.PARTMENT APPROVE DIRECTOR, RCE 36106 ··" .,...... ·c·.~c· ;:::... ... •• APPROVED: __ --"""~..l.L-1,~=-~~=· -:------------'12c...:'7J".f-.~-r ____ _ CITY NGINEER, RCE 19111 DATE GENERAL ~~OTES 1. A.LL WORK DETAILED ON THESE PLANS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATEST EO!TION). 2. All DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY ALL UTILITi LOCATIONS, INCLUDING GAS, ELECTRIC, WATER, SEWER, AND TELEPHONE. ,3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTIJAL LOCATION, AND ELEVA Tl ON IN THE FIELD, PRIOR TO BEGINl,iNG OF CONSTRUCTION. 4. CONmACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FOR INSPECTION, 24 HOURS IN ADVANCE OF STARTING WORK, 5. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES 48 HOURS IN ADVANCE PRIOR TO WORKING AROUND THEIR FACILITIES. 6. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO DAYS PRIOR TO ANY EXCAVATION. 7. THE CONTRACTOR SHALL NOT OPERA TE ANY MAIN LINE WATER VALVES. 8, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES DURING CONSTRUCTION AMPLE MEANS AND DEVICES WITH WHICH TO PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALL WATER FROM ANY SOURCE ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK. 9. ALL ASPHALT AND CONCRETE CUTS SHALL BE PERFORMED BY SAWCUTTING. 10. ALL TREES AND SHRUBS IN GRADING AREA SHALL BE REMOVED. 11, ALL EXISTING IMPROVEMENTS, NOT BEING MODIFIED BY THIS CONTRACT, THAT ARE DAMAGED SHALL BE REPLACED IN KIND. 12. THE EDGES OF ALL A.C. PATCH OR JOINS SHALL BE SEALED WITH SS 1H ASPHALT, 13. TRAFFIC CONTROL AND CONSTRUCTION SIGNING SHALL BE PER APWA WATCH MANUAL, OR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRl'.FFIC CONTROLS FOR WARNING SIGN LIGHTS AND DEVICES, 14. CONTRACTOR SHALL "PLATE" ANY EXCAVATION DEEPER THAN 2" PER APWA WATCH MANUAL AND OPEN All LANES TO TRAFFIC AND PEDESTRIANS AT THE COMPLETION OF WORK EACH DAY CLOSING ANY LANE OF THROUGH TRAFFIC REQUIRES WRITTEN APPROVAL OF THE CITY ENGINEER, 15, ALL CONCRETE REPLACEMENT SHALL BE REPLACED IN KIND WITH 560-D-3250 CONCRETE. 16. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. 17. CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING CENTERLINE AND BENCHMARK MONUMENTS AND SHALL RESET ANY, IF DAMAGED. 18. 19. 20, 21, 22. 23. 24. ALL BACKFIU.ING SHALL CONFORM TO SECTION 19 OF CALTRANS STANDARD SPECIf1CATIONS (LATEST EDlTION). PONDING OR JETTING METHODS OF BACKFILLING ARE PROHiBITED. SLURRY CEMENT BACKFILL, IF USED, SHOULD BE iN ACCORDANCE V~TH SECTION 19-3.062, CALTRANS STANDARD SPECIFICATIONS (LATEST EDITION). THE SLURRY CEMENT BACKFILL SHALL NOT ENCROACH INTO THE EXISTING STRUCTURAL SECTION THICKNESSES OF THE ROADWAY. OPEN EXCAVATIONS: NO EXCAVATION SHALL BE LEFT OPEN AFTER DAYLIGHT HOURS, UNLESS SPECIFICALLY AUTHORIZED AND ADEQUATE PROTECTION FOR TRAFFIC IS PROVIDED IN ACCORDANCE WITH GENERAL PROVISIONS, "PROTECTION OF TRAFFIC". BACKFILL AND PAVEMENT REPLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH GENERAL PROVISIONS, "RESTORATION AND REPAIRS IN RIGHTS OF WAY" . LiMITS OF EXCAVATION: NO EXCAVATION IS TO BE MADE CLOSER THAN 10 FEET (10') FROM TiiE EDGE OF THE PAVEMENT EXCEPT IN CURBED URBAN AREAS OR AS SPECIFIED IN THE PERMIT. WHERE NO CURB EXISTS AND EXCAVATIONS 1/tHHIN 10 FEET (10') OF THE TRAVELED WAY ARE TO REMAIN OPEN, A TEMPORARY TYPE K RAILING SHALL BE PLACED AT A 20:1 TAPER OR AS OTHERWISE DIRECTED BY THE DEPARTMENT . THE JOIN BETWEEN THE EXISTING PAVEMENT AND THE NEW PAVEMENT SHALL BE SEALED. SLOPE CONSffiUCTION SHALL CONFORM TO SECTION 19-2-05 CALTRANS STANDARD SPECIFICATION (LATEST EDITION). IMPORTED BORROW SHALL BE FREE OF ORGANIC AND ANY OTHER DELETERIOUS MATERIALS AND SHALL CONFORM TO SECTION 19-7,02 CALTRANS STANDARD SPECIFICATIONS (LATEST EDITION). ,ofe/c,<:p PLANS APPROVAL DATE GENERAL NOTES (CONTINUED) Chocked Cly n-.:z. 25. IMPORTED MATERIALS WITHIN THE UPPER 2 FEET OF THE FUTURE ROADWAY WIDENING SHALL HAVE AN R-VALUE OF AT LEAST 40. 27. IN THE WIDENING AREA SUBSEQUENT TO CLEARING ANO GRUBBING, THE UPPER 300mm OF EXPOSED SUBGRADE SHALL BE PROCESSED PRIOR TO Fill PLACEMENT. THE PROCESSING SHALL INCLUDE SCARIFYING, DR)1NG AND/OR WATERING TO OPTIMUM MOISTURE CONTENT AS NECESSARY, AND COMPACTING IN PLACE WITH HEAVY CONSTRUCllOIN EQUIPMENT. EXISTING APPROACH Fill MAY REMAIN IN PLACE AND MAY BE INCORPORATED WITH PROPOSED EMBANKMENT. EXCAVATED SOILS MAY BE USED AS EMBANKMENT FILL IF CLEANED OF DELETERIOUS MATTER AND COMPACTED IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS (LATEST EDITION). Pl_A~J LIST NOTt:_: TITI_E SHEET NO. COVER SHEET T'IPICAL SECTONS DETAILS PLAN AND PROFILE TRAFFIC CONTROL & CONSTRUCTION AREA SIGNING EROSION CONTROL TRAFFIC SIGNALS STRIPING & SIGNING PLAN CROSS SECTIONS PUBLIC WORKS DEPARTMENT ' • 2 3 4-5 6-7 B 9 10 11-14 ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO STATE STANDARDS, BASIS OF BEARINGS CENTERLINE OF HOSPITAL ROAD N 66'14'05" W BETWEEN FOUND MONUMENT AT CENTERLINE INTERSECTION OF HOSPITAL ROAD AND NEl'/PORT BLVD AND FOUND MONUMENT AT HOSPITAL ROAD Pl APPROXIMATE STATION 8+59,433± BENCHMARK MONUMENT AT CENTERLINE INTERSECTION OF HOSPITAL ROAD AND NEWPORT BLVD ELEVATION i 3.201 PROJECT: TITLE: NEWPORT BLVD RIGHT TURN LANE ROAD AT HOSPITAL COVER SHEET 25. ALL EXISTING SLOPES AGAINST WHICH NEW FILL IS TO BE PLACED SHALL BE BENCHED IN ACCORDANCE WITH SECTION 19-6.01, "PLACING", OF THE CALTRANS STANDARD SPECIFlCATIONS (LATEST EDiTION), CONTRACT NO. FOR REDUCED PLANS Q ORIGiNAL SCALE IS IN MILLIMETERS 20 40 60 I A'S ElJ.L T GtMERAI.. ~ ICES D!!U.:CTOR' Tl.G. Zimmerman Engineering, Inc.1----'----'--------1 ,,;'/ i-------------------........ --------------:--r-"""'-"'---=---~-------~!!!PP~OQ:a!O!h,_,/-C?lsc:;,·e!>.-_· -1_...c~.a:;: ",-"7"' 2_ -7-CJ 7 .-------------------------------1 801 PACIFIC COAST HIGHWAY, SUITE 2001-------------1UTIUTIE$ DIRECTOR OAT[ 80 SEAL BEACH, CA 90740 1--........ __ "'-""_· _______ ,,,A.,oR=V-""'O'-, /¼C.,,.-c-"·-'-·t;e;, .,_,r;J,...._ .2.-?-o TEL.: 562-594-8569 FAX: 562-594--8549 TIW<SPOITTAT!ON ANO O<VEL<!F'U~O OAT£ 3655. PLAN NO. R -5851-S 1 OF 1 4 SHEET _J ~ I IJ" (!::. U-1 -f tl' f-,,, a. ::;: <r -Cl V (") o:J \J'.l 0 C, ru ...... (\J -' ru - 0) 3' ·75 ru 0 X c5 _Q z _Q z / w z <l: _J I f- 0:: I +' L 0 0. 3' OJ z / rCQ z / <l (lJ L Cl .;;;:: V) / tL i L R/W /PROTECT '/ EXIST CHAINLINK R/W FENCE "f'-bS' -CONSTRUCT ".l' I SHOTCRFTE DITCH PER ~:: SHOTCRETE DITCH DETAIL 19.0m Ct I ~ ON SHEET 3 OF 14 "~ M~ -\ \ I 4-.87m 3.6m3.6m 3.6m 3.3m I 0.31 m Oe,. / \ /' .v' \ ~·> \ 9o \ <!' V~/ES >~ / CUT I REMOVE EXIST __J DIRT DITCH N ~ w w z z z Q:'. <( s z z ::::) _.J fr'. 0:: !--:J -, ~ I _J _.J !--I-f-w w w 'w lw Iz ~ ~ t::z tz ~s 0::: 0:: w-5 w::5 f-I-.-1. ' I -~ -I / SLOPE. SLOPE BREAK(BRK)----r,, t XIST PAVt.MENT-L.J SAWCUT CONSTRUCT~ CURB & GUTTER /~ \ \ 300mm --<=-11-:>--\ 1 __ EXIST TC OR EDGE OF PAVEMtNT TYPE A2-200 PER CALTR.A~JS STD A-87 \.__ CONSTRUCT PAVEMENT (SEF PAVEMENT SECTION BEL0\11/) TYPICAL SECTION STA 40+54.445 TO STA 40+80 NEWPORT BLVD NOT TO SCALE VARIES 0 TO 7.683m VARIES t_ 16.717m TO 16.724m , R/W r-PROTECT ' EXIST CHAINUNK R/Vv FENCE 2.6m w z n _j TYPiCAL SECTION N w z s _.J w ~ 0::: I- w z s _.J w ~ f- STA 42+20 TO STA 42+60 NEWPORT BLVD NOT TO SCALE ~I :::::, u _J ---~---~----~-~-~! POST MILES SHEET TOTAL R/W CONSTRUCT------- CURB & GUTTER \\ TYPE A2-200 PER CALTRANS \ STD A-87 SLOPE BREAK(BRK) \ PROTECT \ EXIST CHAINLINK R/W FENCE VARIES 5.121 m TO 7.498m 2.0% - /. 'f<<v,/ c~o1/ .< ?/ / ,{:i\/ 16.832m TO 19.0m 4.80m 2.082m TO 3.7m z IY ::J I-I j:W oz 0:: 5 \ 3.6m 3.6m 4.3m w z s _, w ~ Cl:'. I- N w z :s _j w > <( O'.'. f- w z :s _j uJ > <t 0:::: I- I 2.7m ml 0:::: ::) u I z <( 0 w 21 ----J EXIST PAVEMENT ' \-SAWCUT \__EXIST TC CONSTRUCT_/ ' <:_.,r / SHOTCRETE DITCH PER ' / 1 SHOTCRETE DITCH DETAIL ', / / 300mm ........,""" I-<>--1 \ ON SHEET 3 OF 1 4 "' / '·REMOVE \_ EXIST COi\lC DITCH, CONSTRUCT PAVtMENT DIRT DITCH, OR (SEE PAVEMEf'.JT AC DITCH SECTION BELOW) TYPICAL SECTION STA 41+00 TO STA 42+20 NEWPORT BLVD NOT TO SCALE R/W I BW 1 835m 3.991 m 3.677m t_ 1.5m \ I \ \ \ \ \ CUT SLOPE-..........~ 2.57:1 CONSTRUCT- 150 mm PCC SIDEWALK PER SPFC SECTION STD 7.3 / CONSTRUCT _/ 2. Q<>r '-.. .,..o CURB INLET TYPE OL-A PER NB STD-3O5-L 3.345m N w z s ''\_ .'-. '\_ '--SAWCUT "\ '-·-CONSTRUCT PAVEMENT (SEE PAVEMENT SECTION THiS SHFET) TYPICAL SECTION STA 9+ 70.000 HOSPITAL ROAD NOT TO SCALE DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS I / TRANCATED \ DOMES _ __,_,,-t:t; 12 □RANGE l REVIEWED BY A CURB RAMP DETAIL NOT TO SCALE [ ::is CAL TRANS DATE APPROVED BY ::0 SECTION 8-B NOT TO SCALE rn---. SECTION A-A NOT TO SCALE ,.---305mm AC P.AVEMENT TYPE A PER CALTRANS STANDARD DATE h,,',-'<';'..'--',,.,""'-·'--~:---',,cs;;: '-~ '::-'r~--509mm CLASS 2 AGGREGATE """= BASE PER CALTRANS STANDARD «v;;,~¾"' v;;,'> 1/'<,/,'-(/ 1/ /"-EXIST SUB-GRADE. PUBLIC WORKS DEPARTMENT ~o cw SCARIFY 335mm AND RECOMPACT TO 95% RELATIVE COMPACTION . PAVEMENT SECTION NOT TO SCALE PROJE:CT: NEWPORT BLVD RIGHT TURN LANE AT HOSPITAL ROAD TITLE: TYPICAL SECTIONS CONTRACT NO. A'PPr?O'I/EO: AS t:!Jj_ T , GE"NtJU.L SE:n'IIICCS DIRECTOR' i'l.G. Zimmerman Engineering, Inc.,__~-~-------. P'O..O C:OC::'I(. ~- DATE 3655 PLAN NO. PP VEO: FOR REDUCED PLANS ORIGINAL SCALE lS IN MILLIMETERS 0 I 20 40 60 ~----------------------1 801 PACIFIC COAST HIGHWAY, SUITE 2001----------iUTIUTIES DIOECTOO 80 SEAL BEACH, CA 90740 TEL.: 562-594-8589 FAX: 562-594-8549 DATE R -5851-S .......... -="· APEftOVEQ: _J ~~ u• - r---~--------------------------------~r-------------~~~;;--r~~~~~~-7 I POST MILES SHEET TOTAL ~-D!_S_T·+ __ c_o_u_N_TY __ -1-------__ R_o_uT_E __ t-T-'--'O"--'T"'A"'-L __,_P...cR"'O"'J""EC"-'T-----1'-----'-N'-"OCC.. --t SHEE,::;_ 1--- (/) ll. 'Z <C '1" --~ --Q', \() 0 D (U ·-... (\J -, __ [\J -, OJ 31 TI (YJ 0 j'.::) C) ~ S)_ z S) z / w z <[ _j I I- 0c ! ➔" I. 0 0. 31 Q; z / "" z / cl OJ (_ d .£ (/J / ll. [ ____ \ OVEREXC.A.\/ATE lv11[\JIMU!,~ 600rr,m BELO\~/ BOlTOrv1 01::-FOOTING AND RECOtviP,1\CT 10 fvii~JIMUlv1 95% RELATIVE COMPACTIOI\J t uJ J LINE "A" STA PROFILE A 7 rs1 .:J( , rn 41 +24.531 NEVvPORT BLVD TO SCALE .3.7,n 1-f------------ LINE "B" At\JD Ll[\JE ",-... )) L, STORtv1 DRAl1~. PIPE DETA.!! S HORIZONTAL NOT TO SCALE VERTICAL 1 :40 I CITY CONTRACT NUMBER: C-3655 i-----DR;Wl!~G NUMBER: R-5851-S FOR REDUCED PLANS ORIGINAL SCALE !S IN MILLIMETERS 1 6.826rn 0 20 C \~ii\JGvV/\Ll. (TYP) L l? ORANGE CAI_ TRANS REVIEWED BY DATE APPROVED BY PREPARED UNDER THE SUPERVISION 1/hJvu./ci<:~-'uuA- R□LAt~D L. BRUST REGISTERED CIVIL ENGINEER ) 0/3/0<,o PUNS APPROVAL DATE DesTgned By R.S. R/W ·-.., ()_ :_ PROTECT Drown By H.N~ '-.. 1/r;," ,1:· ------~ / ·1~ EXIST CHANILII\IK R/W FEf\JCE '--..~ l "9°~ >k VAR'"S O 6 0 6 / ¾, "'--' : , 1 lL •. ,m . n1 , .. /' '-. ,I, (\'(\/ /' ;r. c' ,-...1 .// ~ I --..>" / "' <\\..\..,/' ',..._ / DATE Chseked By _!;!,._~ ~~\_ ... "'. // 1' '--' x:· / ____ VvELDED V\IIRE FABRIC TO BE 0.3m I -~ _/ ..._______ 50rnm CLEAR V '\'--' /• ~--F-i_ --\-·<Yl' -......_____~ CO i\J STR U CT v· ·-.., 1 OOmrr1 THICK SHOTCRi-TE DITCH vVITH ·, 150n1m x 150rnm x 3.51rnrn '--V✓ELDED VViRE FABRIC PER C1\LTR1\f,JS ·, ,_ STANDARD s~,ECl~IC/\TIONS SECTIO~~ 53 SHOTCRETE DITCH DETAIL 0.675rn RCF) ! ----+-------+-------- 0.61 0.902mrr1 rnrn RCP OD 0. s ·1 rnrn 1 n1 --~ (TYP) . --- HEA,DWALL/WINGWALL DETAIL I PROJECT:: ~~01; PUBLIC ,r-_~ 1-,,, NEWPORT BLVD ~-~~~g -·---- STA 41+24.531 WORKS RIGHT TURN LANE ~=~~,,,.,.?} .. -----DEPARTMENT NOT TO AT HOSPITAL ROAD C"','.\[I=' oR , :.) \,_,,j -L REVlSIONS TITLE: DATE BY . DETAILS ---. .. CONTRACT NO. APPROVED: AS BUILT rGENERAL SERVICE:$ DtRECTOR DATE 3655 W.G. Zin1merman Engineering, Inc. . DRAWING NO. FIELD EkOO'K REF, APPROVED: 801 PACIFIC CO,i\ST H!GHWAY, SUiTE 200 UTiL!T!ES D!R.E:CTOR DATE R -5851-s 40 60 810 SEAL BEACH, CA 90740 --- PL.AN IR!:::F'. APPROVED: I ' FAX: 562---594-8549 w-••-~ TR:"ANsPORTATtON ANO otvi!tOPMENT MANAGER DATE: SHEi.:-T .3 OF 1 4 : TEL.: 562--594-8589 -. _J f-(/) r,.L. u (1) l/1 (lJ Ct'. / w z <[ _ _J I I- OI'. I +' '-0 0. >' cu z CALTRANS 40+00 18 16 1 5 14 13 1 r, 1L 1 I 10 I I I r . --~---··~ -----~ ---•--·-·-.. _____ _ I 40+00 +20 +40 ,r +60 +80 41+00 +20 +40 +60 +80 f:.' 42+00 42+00 CURB RETURN -,~--- NO. R /\ @ 10,668ri g4• ' . , Ll 05' -~·--- (~ 56 7,641ri 13,, 59' 03" -· © 165,360ri 07° 54' 27" I ® • re •':lE,Q 06~ 09' 31 11 I lbJ,~ r1 +20 _5rn I.. i • • CURB FACE JRAtj'.,JTl◊N ' I I • I L +20 DATA ---- ' L 15,6 75ri 138.544r~ 22,822ri . '' 7~4 l I' I M 18 17 16 15 14 13 12 11 10 T 9,6371"\ 69.61Bri 11.429ri . i 8,896ri I . --"- DIST COUNT!' 12 □RANGE REVIEWED BY ROUTE 55 POST MILES TOTAL PROJECT CALTRANS DATE APPROVED BY PREPARED UNDER THE SUPERVISION /2k~J~---~ ROLAND L .. , BRUST REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE SHEET TOTAL NO. SHEETS DATE By B.Z. co~~STRUCTI01✓ 1\JOTES 0 REMOVE EXISTING PCC CURB AND GUTTER AND AC BERM. 0 REMOVE EXISTING PCC SIDEWALK RA,IP. ® REMOVE EXISTING PCC S!DEW1\LK. 0 SAWCUT AND REMOVE EXiSTING AC PAVEMENT. ® ® 0 ® ® @ @ @ REMOVE EX!STlt!G DRA.IN INLET AND PCC GUTTER. PRIOR TO REMOVAL CALL MR. J. AUGER, OF Cl1Y OF NEWPORT BEACH AT (949) 718-3477 FOR REMOVAL OF INLET COVERS. SALVA.GE DRAIN INLET GRATE AND FRA,'.E TO CITY OF NEWPORT BEACH. CONSTRUCT JUNCTION STRUCTURE N0.1 PER NEWPORT BEACH STANDARD STD-310-L AND CONNECT TO EXISTING 450mm RCP STORMDRAIN. CONSTRUCT CURB !NLET TYPE OL-A PER NEWPORT BEACH STANDARD DRAWING STD-305-·L, L=6.1 rn, H=0,873m, AND LOCAL DEPRESSION PER NEWPORT BEACH STANDARD DRAWING STD-304-L, DEPRESSION=5Dmrn. CONSTRUCT 150mm TYPE A.2-150 PCC CURB & GUTTER PER CAl.TRAN STANDARD PLAtJ A-87. BEGIN TRANSITION AT ECR FROM 150mm 1YPE A2-150 CURB AND GUTTER TO 175mm (CAL TRANS TYPE A2-MODIFIEDj CURB & GUTTER AT 1 /2 DELTA TO 200mm (CALTRANS TYPE A2-200) AT BCR CONSTRUCT 200mm TYPE A2-200 PCC CURB & GUTTER PER CALTRANS STANDARD PLAN A-87. CONSTRUCT 1.829m W!DE BY 100mm THI Cr! PCC SIDEWALK PER NEWPORT BEACH STANDARD DRAWING STD 18D··L. CONSTRUCT CURB INLET TYPE 01.-A PER NEWPORT BEACH STANDARD DRAWING STD-350-L, L~1.5m, H=0.79',rn AND LOC!,L DEPRESSION PER l~EWPORT BE.~CH STANDARD DRAWiNG STD 304-L, DEPRESSiOM=50rnm. CONSTRUCT PCC ,CURB RAMP PER CALTRANS STANDARD 1°L_AN A88A, CASE C. SEE CURB RAMP DETAIL ON SHEET 2. REMOVE EXISTING CONCRETE DITCH. CONSTRUCT 305mm THICK AC PAVEMENT TYPE A ON 509mm CLASS 2 AGG BASE PER CALTRANS STANDARDS. r;::::::::.-::"'-.::::::] {i6) RELOCATE EXISTING S!GN TO BE 0.5m Ct.EAR OF CURB FACE, "-- PROTECT MONITORING WELL AND ADJUST COVER TO GRADE. REMOVE EXISTING AC DITCH . REMOVE EXISTING DIRT DITCH. RESET SURVEY MONUMENT REPAIR ALI. DAMA.GED IRRIGATION SYSTEMS AND REPI_A.NT />,LL DISTURBED AND EXPOSED DIRT AREAS WITH CALIFORNIA MEADOW SEDGE GRfa.SS ••cAREX PANSA" PLUGS PLANTED 200mm ON CENTER TO GOVER All EXPOSED DIRT AREA. CONSTRUCT SHOTCRETE DITCH 1 00mm THICK WITH 150mmX150mmx3.51 mm WELDED W!RE FABRIC PER CALTRANS STANDARD SPECIFiCAT!ONS SECTION 52&53. CUT AND REMOVE PORTION OF EXISTiNG DITCH AND CONNECT TO SHOTCREfE DITCH. REMOVE EXISTING HEADWALL. INSTALL 675mm RCP, CONNECT TO 675mm RCP AND CONSTRUCT REINFORCED CONCRETE COLLAR PER NEWPORT BEACH STD-313-L. SEE PflOFILE A AND HEADWALL/Wi~JGWALL DETAIL SHEET 3 OF 14. EXTENDS EXISTING DITCH WITH SHOTCRETE PER SHOTCRETE DITCH DETAIL MODIFIED TO MAfCH EXISTING DITCH WIDTH :\ND DEPTH CONFIGURMION. PROTECT IN PLACE CONSTRUCT HEADW,\LL Al~D TYPE A WINGWALLS PER CALTRANS STANDN,D PLAN STD-D90 MAX H=2488mm, SEE PROFILE A AND HEADWPLL/WINGWALL DETAiL SHEET 3 OF 14. CONSTRUCT DIRT DITCH. SPECIAL PLANTING AREi\. PLANT CALIFORNIA t!ATIVE CAT-H\ILS (TYPHA DOMINGENSIS) PLANTED 200mm ON CENTER TO COVER SPECIAL PLANTING AREA., TITLE: NE\IVPORT BLVD R!GHT TURN LANE ROAD AT HOSPITAL CURB AND GUTTER PLAN AND PROFILE CONTRACT NO_ 3655 PLAN NO. -------------------------------;i 801 PACIFIC COAST HiGHWAY, SUITE APPROVED: 200 r---------------1UTILITIES DIRECTOR DATE R -5851-S FOR REDUCED PLANS ORIGINAL SC.ALE IS IN MILLIMETERS " u 20 40 60 80 SEAL BEACf-i, CA9O74C! TEI..: 562-594-8589 f--PLAN ___ R_!a_P_. ________ -;=APP~OVED: -----------, FAX: 562-594-8549 i TRANSPORTATION . .\NO DEVELOPMENT MANAGtR DATE'. SHEET 4 1 4 I~-------------------------------------------------------------~ -1 ------~--D-IS_T ____ ~--c-o-u,-,,~--~---R-o-u--T-F--r-~P~O~S~T~M~IL7E~S-~-s~. H'"='EET""""",-"'T°'O"'T""AL,-, I--(/) o._ t.n C) 0.. Ti ..Q z .Q :z / w z <J: _J I 1-- 0:: I +' I.. 0 0. ;; (U z / r:q z / (.> (U I.. d .c (/J / o._ 21 20 19 18 17 16 15 14 13 0 N -+ N -tj-- +20 ro "' " .,. ' I ..L')O I~, 1-1-.l .. Lu _, +' 0 +40 +60 ' I i I i +80 ' ' 43+00 21 18 17 ' _)~--------------------~ 1 6 I I - -! +40 +60 SC/\LE HORl70NTAL 1 :400 VERT!CAL 1 :40 f-.-~ 6 CL w .. J "' z <( +40 y 6 '"' m c./ t;:: CL l.iJ 0 __ j _, !fl E OC) 0 ,o co + N .,. ::r +fO C) z 0 <{ O:.'. u 0 ? uJ 0 (0 -tj-- +80 GE!\lERAI 14 1.3 43+00 f\J OTES: , , CLEAi/, Gl<U[l, AND REMOVE ALL TREES Al~D SHRUBS IN AREA BEING GRADED. 2. ALL FINISH CUT, e·ILL A!,D GRADED AREAS SHALL BE ENGll✓EERED CU I AND FILL COMPACTED TO 95% RELATION COMc'ACTION. 3. DISTAl,CE AND ELEV!,TIONS ARE IN METERS. 1,. LEFT EDGE OF SHOTCRETE DITCH iS 1 m RIGHT OF EXIS1 CHAINLINK R/W FENCE. 5. ANY IRRIGATION SYSTEMS REMOVED OR DAMAGED SHALL BE REPAIRED OR REPLACED. 6. DISTANCES /,RE i,1E/>.SURED ON HORIZONTAL UNLESS OTHERWISE NOTED. 7. SPREADING AND COMPACTING ASPHA.LT SHALL COMPLY WITH TABLE SHOVm IN SECTION :,9-6,01, 39-6.02, AND 39-6.03 OF C.ALTRANS STANDARD SPECIFICATlor,s, LATEST EDITION, 1:'IOC) PUBLIC WORKS DEPARTMENT REVISIONS OA"TE et'f '" ' -TOTAL PROJECT NO. SHEETS ~-t--~='-j~~=-"--j 12 □RANGE etric CAL TRANS REVIEWED BY DATE APF'ROVED BY ~'REPARED JV~ER THE_ SUPERVISION _ _L~.i#:t1::xf:k~Jt ___ _ __ RrJi_ArlD !.. BRUST REGIST[RED CIVIL ENGINEER \ D ,/ 3 /o (,::, PLANS APPROVAL DATE Drcwn CrJNSTRUCTIOr~ NC)TES CD REMOVE EXISTING PCC CURB AND GUTTER AND AC BERM. 0 REMOVE EXISTING PCC SIDEWALK RAMP. 0 REMOVE EXISTING PCC SIDEWALK. (i) SAWCUT AND REMOVE EXISTING AC PAVEMENL ® ® 0 REMDVE EXISTING DRAIN INLET AND PCC GUTTER. PRIOR TO REMOVAL CALL MR J_ AUGER, OF CITY OF NEWPORT BEACcl AT (949) 718-3477 FOR REMOVAL OF INLET COVERS. SALVAGE DRAIN INLET GRATE AND FRAME TO Cl'fY OF NEWPORT BEI\CH. CONSTRUCT ,JUNCTION STRUCTURE NO, 1 PER NEWPORT BEACH STAND/\.RD STD-310-L Al,D CON~iECT TO EXISTING 450mm RCP STORMDRAiN. CONSTRUCT CURB INLET TYPE OL-A PER i,EWPORT BEI\CH STANDARD DRAWING STD-305-L, L=6.1 m, H=D.873rn, AND LOCAL DEPRESSION PER NEWPORT BEACH STAl'iDARD DRAWING STD-.304-L, DEPRESS!ON=50mm . COl,STRUCT 150mm TYPE /\2-150 PCC CURB & GUTTER PER CALTRAN STANDARD PLAN A-87, BEGIN TRANSITION AT ECR l'"ROM 150mm TYPE /\2-150 CURB AND GUTTER TO 175mm (CALTRANS TYPE /12-MODlf!ED) CURB & GUTTER AT 1 /2 DELTA TO 200mm (CALTRA~JS TYPE AZ-200) AT BCR. CONSTRUCT 200mm TYPE A2-200 PCC CU~B & GUTTER PER C,~LTRANS STANDARD PLAN A-87. @ CONSTRUCf 1.829m WIDE BY 100mm THICK PCC SIDEWALK PER NEWPORT BEACH STAl,,DP,RD DRAWING STD 180-L, @ cB @ @ CONSTRUCT CURB INLET 1YPE: OL-A PER NEWf'ORT BEACH STANDARD DRAWl~:C STD-350-~, L~1.5m, H,,Q.794m Mm LOCP,c DEPRESSION PER NEWPORT 8EA8H STANDARD DRAWING STD 304-·,., DEPRESSION°,50mm. co,iSTRUC:T PC:C CURB RAMP PER CALTRNJS STANDARD PLAN A88A, CASE c. SEE CURB RN,iP DETAIL ON SHEET 2. REMOVE EXISTll'-lG CONCRETE DITCH. CONSTRUCT 305mm THICK AC PAVEM[Nl TYPE A ON 5091'1m CLP.SS 2 AGG BASE PER CALTRANS STANDARDS. ['-::::-:::~~ RELOCATE EXISTING SIGN TO BE 0.5rn CLEAR OF CURB FACE. PROTECT MONITORING WELL AND ADJUST COVER TO GRADE. REMOVE EXISTING AC DITCH. REMOVE: EXISTING DliH DITCH. RESET SURVEY MONUMENT REPAIR ALL DAMAGED IF<f<IGATiCN SYSTEMS ANO REPLANT ALL DiSTURBED Al,D EXPOSED DIRT AREAS WITH CALIFORNIA MEADOW SEDGE GRASS "CAREX PANSA" PLUGS PLANTED 200mm ON CENTER TO COVER ALL EXPOSED DIRT AREA. ~---~ CONSTRUCT SHOTCRETE DITCH 10Drnrn THICK WITH 150mrnX150rnmx:1.51rnm WELDED WIRE FABRIC PER CALTRANS STANDARD SPECIFICATIONS SECTION 52&53. cur AND REMOVE PORTION OF EXISTING O:TCH AND CONNECT TO SHOTCF,ETE DITCH. REMOVE EXISTING Hf.ADWALL. INSTALL 675mm RCP, CONNEC1 TO 675mm RCP AND CONSTRUCT REINFORCED CCNCRETE COLLAR PER NEWPORT BEACH STD-... 313--1.. SEE PROFiLE A AND HEADWALc/WINGWALL DETAIL SHEET 3 OF 14. EXTENDS EXiSTiNG DITCH WITH SHOTCRETE PER SHOTCRETE O:TCH DETAIL MODIFIED TO MAJCI-I EXISTING DITCH WIDTH AND DEPTH CONFIGURATION. PROTECT IN PLACE CONSTRUCT HEADWALL /,ND TYPE A WINGW,\LLS PER Ci'.LTRANS ST;',ND/1.RD PLfo,N STD-D90 MAX H~24B8mm. SEE PROFILE A AND HEADWALL/W!NGWALL Dt'.TAII SHEET 3 OF 14, CONSTRUCT DIRT DITCH. ,,..._ ~ SPECIAL PLJ\NTING AREA. PLANI CALIFORNIA NATIVE CAT-TAILS (TYPHA DOMINGENSIS) PLNHED 200mm ON CENTER TO COVER SPECIAL PLANTING .~REA. PROJECT: TITLE, NEWPORT BL\/D RIGHT TURN LANE AT HOSPITAL ROAD PLAN AND PROFILE CONTRACT NO. ,---------------------t---,---f---------Af>PROVED: I AS BUILT l"O~E~NE""R~AL=s"'E•""v'"'1c7ES,,...,,0.,.,,lR7Ec'"'rcco""• ---------=o,,-Ar:::,:-----1 3655 I 1'LG. Zimmerman Engineering, Inc.1--~--~--------1 RELD eooK Rl=F'. f----------------------t-'--=c::......::_c~'-'-=-'-------LAPPROV,~E=D•~-----------------< PLAN NO. -----------·----------~------------------------------801 PACIFIC COAST HIGHWAY, SUITE 2001----------------,UTILITIES DIRECTOR DATE R -5851 S i CITY CONTRACT NUMBER: C-3655 FOfl f!EDUCED PLANS Q 20 40 60 80 SEAL. BEACH, CA 90740 PL.AN--R-.,-F-.------------, ___________________________________________ 0 1...·_--_---__ D_R_--,,__-'w_-,-IN_G_N"'U:";;_1'11·1B~Et:JP::_:.~_-_-·-_·-_'.'.R_:::_:_':5>_<:8'.,':5.:_1_::-:::S~---O-R __ !G:_I_N_,'-:_L_S:_C:_t.:_,L:._E_IS_l~_,_M ___ IL ___ L_fl"_E:_T_E_R_S _ _':====I===::'.===::::'.:===:::'...! _J_~TE::_·1.::-·.::: ..::5::6:.::2:.:-..::5::9_:4_-..:_8::::5::8::9~ _ _:F..:_A.::_X::_:_:5::_6::_2::_-_5::.9.::4:_-_B.::5:.4.::9:..JL ___________ ....1~.::;:.::N:.:"~::.i.::~~:::~.::•r.::,o.::"~•N=o~o=Ev_:E:::LO::.•.::M.::EN.::•_M:::A:..":::A.::o• ___ • ____ o:.:A:.:r•:_ _ _1......::S:.:H_:.::E:..:E=.T.'...::=5==-=o:::..::F==1=4= i ,-------------------------------------------------------------------------------------------------------,----------,------,------,--~~~~~~-----7 POST MILES SHEET TOTAL DIST. COUNTY ROUTE ;- VJ 0. "Si" '1" (Y) lD (X) .Q z / w z <[ .. J l ;- Cl:: I +' '-0 Q. > ,r (lJ z / D'1 z c5 (lJ L cl J;: (A) .. ),, t;,J[WPORT SCALE 1 :2000 i\j □-T f.-, r \ 1 L 1 CONTRACTOR Sl~ALL REFER TD THE AP\v'A \v'ATCH ~-□r~ ALL TRAF~-IC CONTROL CDNFIGURATI□r\JS, Ml\i\JUAL ... ,_ ! 0 (131 \.::'..I © ~D--"\ \ I ...__ __ _,./ (E_\ ~-..) r-'(£) . r TRAf-:-FIC SIGNIN(~ I ···r-1-·ND L.. l ,.J ,_ SIGN # w □RDING \,/20-2 END ROAD \✓ORK 1.5M (C14) \✓?0-1 ROAD w □RK AHEAD 1.2M ([23) .. ·····----·· ---·---···----·-- r ::,o ~c... RIGHT L.Ar,JE Cl_DSLD (-'\HtJ\D i 20'" J., _ I I C30 LANE CLOSED C,9r, ·---.. ·~·---- R3-6 THRU A~✓D RIGHT TUR~✓ 0,9rri FLECTRIC I::-L_ASHil\lG ARRD\✓ B[IARD SIZE 0,6M V " X 1 ,, ,c:. M X 1.2M X ll9r1 X Oq ' _,, rr-1 ' PUBLIC vVORKS DEPARTMENT REVlSIONS TOT AL P ROJ EC.~T---t_rcc✓ 0~.--+-S"'-"!_,..1 [c=Ec.:TS"'-1 otric , REVIEWED BY R□LA~JD L, BRUST RE,GISTERED CIVIL EfJGINEER 55 CAL Tf~A~~S: DATE l'.PPR0VED BY ID /3,/otp ' ---..........'.-.~----------- DATE t_PLA~~s~:=:~VA~~ :~Tt Cheeked ey B.Z. TRAFFIC DELINEAT □RS lM HIGH REFLECTORS CONSTRUCTION AREA SIGN CONSTRUCTION Z□NF PROJECT: NE\l'✓PORT BL\iD RIGHT TURN LANE AND GRADING AND DRAINAGE A.T HOSPITAL ROAD TITLE: APPROVED: TRAFFIC COl'JTROL AND CONSTRUCTiON AREA SIGNING CONTRACT NO. DATE W.G. Zimmerman Engineering, Inc,f----'----'---A_s_s_u1_LT_--1"'"'"AL srnv,ces 01REcro• FlELO ac><::)K R:e'.F. 3655 PLAN NO. DATE i---------------------j-'-'=:c_.=:=::~c=.::__ ___ ---1,A~P~RCYQJ.l..__~--=c------------- ! CITY CONTRACT ~IUMBER-:~C·_:36;5·5--~---------------------------801 PACiFIC COAST HiGHWAY, SUITE 200f------------iUTILITIES DIRECTOR R -5851 -S Vi / 0. r· t"OR REDUCED PLANS 0 20 40 60 80 SEAL BEACH, CA 90740 DRAWING NU~iBER: R-585i -s ORIGIN/\!_ SCALE !S i!'i MII.LIMETERS TEL.: 562-594--8589 FAX: 562--594-8549 PL.AN REF. ~:::~ii~~ATION AND DEVELOPMENT MANAGER DATE 6 0 ~ 1 4 l_~----------------------------------~------1-~~~...:.:::::::::::::::._.:::.:~:..:..::~--------=------===--'==============-J~=..:'.. ________________________ ..J..... _________ _;__.:.____.:.____ ___ ..:::..:.....::..:::...:::..:.:..::::..:::..:.:..:::::= _ __:___:::::::__~_L....'.S::_H'::1 • .':E:..:E:...:T'..=:==...'::..':::~==:=~ _J .,), '""~ ""' ? ~ ,~ ~ I L \JJ a 0 (\j '-- ' (\j i ---i '-.. (iJ - __ , I i- 0:'. I .µ L 0 a. ,: ('J z / P'.1 7 / " CJ L " ..c Vi / o._ ) l'.b x--' w;,: SYMBOLS 0 c. 0 ""Ci TRAFFIC lr-1 HIGI·! " R r:~ I">, S I G f\J CONSTRUCTION r7 ~ C:-3655 • T NUMBER: •• TRAC ' ' S CITY CON • . R-5851- DRAW~G NUf"1BER. ED PLANS FOR REDUC:\I\LE IS !N ORIGINAL ~v DIST. I TRAFi IC LEGE:ND otrlc 12 SIGN # 'v✓DRDI~JG COUNTY □RANGE ROUT[ POST MILE~ T i TOT~PROJEC, 55 CAL.TRANS SHEET NO. TOTAL SHEETS I ROAD 'v✓DRI< /""""'-w?o -2 I Et\JD , (!) CC14) D REV!FWE"D BY DATE P..PPROVED BY DATE I -=~i-::ic~-11 F:DI\D ' i□RK AHLA i r®"" \✓20 1 ROAD w CC23) ·-··-.. (S) .. . --~~- C20 RIGHT D Al-If=" AD LANl-:. CLOSE· CLOSED X 1.2M l.2r'1 1 ;.:,M X 1.2M .i " Q,9M Q,SJM X tv:ANUAL VD - ---7PPRCRO:>.JJE<EC::TT:: . .., I ,,,_i'N~ [E\A/ p ORT : ~ E AN D 1 RIGHT TUR~D LDRAINAGE PUBLIC GRADING SAPITAL ROAD WORKS AT HO ROL AND D,~E~P-;;A~R;;;T;;;M~E---N=Tj-=T;:-;:ITTLL~E--;-, t.C)~TRAFFIC CON:REA SIGNING --,= CONSTRUCTIO~ ' CONTRACT ~O~ATEµBY9===-=--=~-·t-.....,---==---.;:·7·· 3655 NO. ~==r1---=jt-==--:::::-:;::--APPROVE_~DS,ERvv,,,ccsE,s,n ,,.1,R .. ECTOR ·------' '"=,. "" i---+-,--AASS _:B~U~!L::i::r_-l' __ _ }~~~~~~~====! APPROVED~!RECTOR • g Inc. "'°°K ReF. ur,unEs . Enginee,m , -. ""'" ;.•=• e ,man ""~"·ATIOH AND DEVELO ' , G Zimrn SUITE 200 rn,NseoRr W. • ····;T H,GHWAY, · _ "~· PACIFIC COA~ 90740 9 801 ~□EACH, CA -V 562--59_4 __ -_-854 -N N-40o.'. -s ,, PLA-5851 R 0 20 Lin ,v MILLIMETERS RO -I SEAL g FA.A: TEL.: 562-594-85~-DATE I 7 SHEET OF 1 -4' ~ ~ ~ ~u--0 '".If"' I '---- " 0 O' lf) ro i +' i_ 0 Q 3' (\J z / "" z / cl (\J '-d .r: (/) / ! ! i I ! ! Oi i !4 I : :01 lot'. I I • I --···-·~---·--'• -'• -.... ________ ~--.. - ··--.. ~-. ---·--.. -~----... -~--. - SCALE 1 :600 T 1-.JUMBER: CITY CONTRAC · ,I ~p. DRAWING NUMB~." C-3655 fl-5851-S ~--D PLArJS -OR REuUCE 1c IN t-1 , • 1 SCALE :, · ORIG1NA.L. 0 "0 C 40 60 80 MILLIMETERS DIST. COUNlY ROUTE POST MILEc'3 SHEET TOT.AL TOTA.i Pi<OJ, CT NO. SHEETS • merman S'f~1BOI_S R0,ic 12 □RA~~GE ~ ~ -- REVIEWED BY ·,r"--BAG 'w .LU~ SAND BAG l R□t,D 55 CAL TRA1\!S DATE_ APPROVED BY ------ PUBLIC WORKS DEPARTMENT PROJECT~ NE~PORT LXNE AND RIGHT I URND DRAINAGE GRADINGOSAP~TAL ROAD AT H IVD REVISIONS TITLE: DATE aY EROSION CONTROL f ===t==t==::;~;=.:.:__ APPROVtD: RVICf.S O:RECTOR f-GENERAL SE AS BUILT CONTRACT 3655 DATE NO • g Inc. aooK Aer. Engineer1n , A= -G Z1m 2"0 ,v. • SUITE u I r-AST HIGHWAY, I PL.AN AEF'. so1 PAC1F1Hc. '-;PA 90740 4-8549 DATE PLAN NO. s -5851 -, R ~. ' 56'-594-8589 ~;:-AL BEAC. , ~ FAX: 562-59 ' TEL.: ~ APPROVED: "NO O£VEto ,__ RTATION ,. TRANSPO PMENT MANAGER DATE SHEET 8 OF 1 4- - If- l VJ 'CL ::;: <[ r, "q" (J', lf) a, ,D C) 0 fU ·~ fU ~· ' (\J ,- ' C) I I "' 0 (J', (/) 0 " ~ z Q z / w z •ct _J I f- Ct'. I +' L 0 0. 3' Q; z / iX1 z / ,0 I Q; I L d ~~ . L._. _____ -·1 CONDUCTOR A1~D CONDUIT SCHEDULE f\WG OR CONDUCTOR RUN A~ & &!ffi .& /~ & /4'· !~ ;(CJ\ CABLE L-L-~ 12-CSC 1 3 5 1 2 1 1 (N) HN: 2rr,l) ·-···\. __ [liN) 3(N) i.---- 3-CSC , 2 3 1 5 1(N) 1(N) 2(N; 1 ! l!SNS I " " 2 2 2(N) 2 N; 2(N) -- #12 I L L TOTAL #12 --2 l 2 2 2(N) 2 f\l) 'l(N') --.,_' I #10 LUM!NAiRES -2 2 2 2 2(N) 2{N) 2(N) 2(N) -' , 01 DETECTORS ·-----· ---1 (I~) -.. --· --- 02 DETECTORS --3 -' -----J #14 03 DETECTORS ---------1 DLC 04 DETECTORS 2 2 2 ' -2 -... ---···----·~---- ' , I TYPE 8 05 DETECTORS --· ! ... 1 ----~--.·-~ - ' 06 DETECTORS 07 DETECTORS 08 DETECTORS -o-A'1 ! ( L. DLC 3#20 w/ 'Ct✓D •·v•D t:. ' CI\B ' ,-r L.C. CONDUIT SIZE (N) hJE\V NEVV CAUTION --- 2 2 2 --..... 4 4 8 --·- mm mm rnm[ 53 63 63 ---3(1~) 3(1~) 6(N) -----------~~~ ....... ____ , __ .. ') -~ -· ---- ----· -- ·-8 -· 3(N) 3(N) 71N) \ . 2 2 2(N) -2(~,) 2(N) mrn rnm mm mm mm n1m 78 78 53(N 53(N' 5 ? ,) 63 OVER~lEAD WIRFS & POWER LINES :.......:.-=;_;:_ . ......=:._ __ _:__:.......:.-'-.:..::-c:.:....c::.__..::_:____:_-=...._c_c.__:=..:_c__.....=::...:._:......::...=:..= CONTRACTOR PERFORMING SHALL CONTACT EDISON CO. PRIOR TO ANY WORK ON POLE r. COt\JTRACTOR SHALL USE EXTREME CAUTION IN SETTING POLE F AND MAST ARMS IN ORDER TO HAVE SUFFICIENT CLEARANCE FROM OVERHEAD WIRES AND POWER LINES. ., __ - - 2 3 - mm 5-5 & ' __ ZL~Gi 7 /3(N' 2 /2(N' 2/2(r:Ll_ 2/2(N) 1(N) ' ' v 1 2 -------- 1 ·--- 6(N) 2 2 11 /7(1~) --- 2/2(N) mn7 2-78 1 . ALL WORK, MATERIAL ,AND EQUIPMENT SHALL CONF"ORM TO THE REQUIREMENTS Or-CAl.TRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, A.ND THE SPECIAL PROVISIOI\JS. 2. ., J, CO~JTRACTOR SHAU_ OBTAIN /\LL ~lECESSARY PERMITS A!'-ID NOTIFY ALL UTILITY COMPA~JIES A Ml~JIMUM OF 48 HOURS ,~f~IOR TO STAf-ZT OF CONSTRUCTIOI\J. CONTRACTOR SHALL COORDl~JATE .ALL PHASES OF CONSTRUCTIOt'-1 WITH THE V1\RIOUS UTILITY COMPANiES INVOLVED. PEDESTRIAN INDICATIONS SH,~.LL BE INTERNATIO~iAL SYMBOL TYPE . 7J9L ,(I6U ' ' ' ' ' --j ' 4. DETECTORS L.OOP SHALL BE. TYPE E PER CALTRANS STANDARD, - . - ' 5. ALI. VEHICLE HEADS SH.ALL HAVE BACK PLATE'S W!TH 300rnrn LED INDICATION. EXISTlr~G POLE A1\JD EQUIPMt:JJT SCHEDULE I I STANDARD VEH SIG MTG -----,,., .. -·--· . I NO. Signal Lum Mast TYPE Pole l-j ' ,f ,A. M.A. Arm ... ~---··---··-·· G)/ 26A---4-129 12.2 4.6 2 .. rv11,s SV--1-T ®I 1-A -·-----""'✓ 1 -I I ! --l ··------·----- (0 1 ... _ .A ---L•• ~ T !-L- ® 19-2-129 9.1 I 4.6 MAS SV---1 --T ®! "I ·-A ---TV-2-T , !l)!261\-4-1oo*et~) 13.7(N)r 4.6(N) 2-MA\N C:V-1 -T(l\j) ...., . ' \' , (G) •-.._,., 21 (N) -4.6(1'1) -·· S\/-2-T(N) .. ® 1-A ---LT-2·-T 0 19-2-129 9.1 3.6 MAS S\/-1 _ T .. ' I G:) 1-.A -· -· -1V-2-T I ALL EQUIPMEt~T ARE (N) NEW EXISTING UNLESS OTHERWISE NOTED PED SIG PPB LOCATION •·•·•• MTG 0 .ARROW A B -------... SP-1-T 2 I -<:I--l I . "P ., .. I 4 r:>-.::, ---! ~ I ! --• ,_ ' I 4 -~1 -I SP 1--T 4 -<}--- ' 6/4 A ' SP-1-T -<:I--- SP-1-T(N) 6 -<:::l--1.351m 2 -r13 .vu, SP-1-T(N) 8 -----c:--0.299M 2.61 Om -8 ~ SP--1·-T 8 -=--.. SP-1--T 2/8 A t:>--- A BICYCLE PUSH BUTTON LUMl~~AIRE 310W I .. I -- ' - 200W -··· 310W (I~) 31 OW(N) - 200W - ii i: ! IIS~JS NEWPORT . ... - -· HOSPIT/,L - BLVD . ·- RD r,JEWf'ORT BLVD 'N\ \ • j -' - HOSPITAL. RD -·- I I 1 =-1--~ --- ' I 2I2U SCALE 1 :200 l I EXIST CONDUITi 3 Di('' ' . Lv • i I I I / • EX!ST SERVICE / CABINET u / EXIST: CONDU1IT / '// / EXIST CONTl~OLLER AND CONDUq'TORs+--,.. ,-,_ ,/ CABINET ' •. :: ',.:i, / ' : ; ~ ..... • ~ ,,.1,// & i ~~ ;/ '.,, ___. -1 :~--------[ j COt~DUITS 'i ---4 C''"LE''& · ·· :...,.....--.,AcJ :> i ' 12 PR #19 / 8J6L 8J6U 7 .•• © I I : , 1:1-] CO.NDUITS ! ' L._ CAB :..ES & 12 PR #19 I ' II ll ',' I I \ ¢1 ¢6P I \ ' r½ " --i::..... \_ ¢1 \I 06 ' ~ r,R I I , \.,_I \. ~ <tJ2 ' 05 \ II --=::I', II ' '? 06P ' II ii Lr! i I ' \"'LI " \I I DIST. COUNTY 12 □RANGE ROUTE POST MILES SHEET TOTAL PROJECT NO. 55 CAL TRANS TOTr,L SHEETS PREPAR~D UNDER THE SUPFRVISI□ N -~'//k~'if??~-------- R □ LAND !_, BRUST REGISTERED CIVIL El-,GINEER \D/3/o(p PLA.~JS APPROVAL DATE By R.B. I I i Drawn By H.N. Checked By ~'.?;-"- I\JOTES: 1 3l5U [-i-j INSTALL NEW 53MM RIGID STEEL CONDUIT PER CA:..TRAt-JS STANDA.RD. ½ 06 • " ¢2 ii ,,, 1· 2] INSTAU .. NEW PULL.BOX PER C/,LTR.A.t-JS STl,f\JDARD. I 3 1 REMOVE EXISTING TR!\FFIC SIG[~AL. POLE !-\ND SIG~JAL HEADS, PED HEAD COMPl..ETE. PROTECT l!'-J PLACE. ... 08P ¢SP ... :.;::}•----{:::; ... --:::::J-----[:: :::-~ ¢7 ¢8 --<.::J·-·--·--·--,/~- ) 08 V --✓ ¢3 '1J 7 4 ¢4 (JR ---·-·---t::>-· __ / ¢4 -a:::}-----{::::::- 2i2L 2I3U r-f I 0 " ' >,.J \ 02P ' 02P ~ 04P ' I ¢3 -,. -·- \ i ,1 II " ' ·---·-· PUBLIC WORKS DEPARTMENT REVISIONS DATE l6'Y TITLE• I r½ -:c:::J-~~--[:::::.- \I \! !2141:, ' Nf:"WPORT BLVD RIGHT TURN LANE AND GRA.DING AND DRAINAGE AT HOSPITAL ROAD TRAFFIC SIGNALS -·· CONTRACT NO~ -----------------+--.+-----+------APPROVEOc.., ______________ ;_;:_ AS BULT 4 GENERAL-SERVICES QlRECTOR 3655 iV.G. Zimmerman Engineering, Inc.o---~-~-------' FIELD BOOK REF', 0A1E APPROVED: PLAN NO. 801 PACIFIC COAST HIGHWAY, SUITE 200>----------UT!UTlES DIRECTOR CATE R -· 5851 -S * ENGUSH UNIT CllY CONTRACT NUMBER: C-3655 FOR REDUCED PLANS 0 20 40 60 80 SEAL BEA.CH, CA 90740 -... R-- ORIG ,-............... ~.--. APPROVED: _________ _1 _ _,D:::R.:!_A~.W'.:_':'IN::'G'_:'.i'i:::'..UM':'::B:!_:E::t:R::..: _.:2R=~~58:_'5~1=-::::SJ____:' ::_·l:..::NA...:l·:_· .:::.SC::.A...:L:..::.E_l.::.S_l:..::N.:::M:..::.l.:::Li.:::.IM.:::ET:..:. • .:::.ER.:::S::__.::::=================l======'-.LT'.::[:'.::L.:_, ..:5'.'.:6:..2-::_:·5::9~4=-..'.'.8.:58"_:9:_ _ _:::FA::X:.:.:...:5:'..'.:6'.:2.:::-.:59:'.4:-~8:_::5:_49:_J __________ __I'.T"_'""...:•_•o....:R ..... TA....:TI_ON.........:•".::.'"...:".::.EV....:E_Lo_PM...:C_NT_M_A_NA_G.::.ER ___ :"_A.::.TE--...._l.. • ...:S=H'...:E::..'.E=.T.'.==g===-=O:'...'.F.::::=::::'-:.:::4==::J _J CALTRAtiS CALTRANS r--(/) CL :i,: <[ -"-0 0 O' '1') 0 0 Qj ' (\J ~ ·,. (\J - 0) " cl 0 -~ Q_, c5 ~ SJ z _Q ~ L. / w ;~ <[ _j I 1-- a:: I +' '-0 0. " (lJ z / p:, z / cl (lJ ' ~ d r ~ (/) / 0 200mm W:DE PA!NT WHITE CHANNELIZING LINE AND IIJSTALL RAISED PAVEMENT MARl<ERS PER CALTRANS STANDARD PLANS, A20D, DETAIL .38. ® 300mm WIDE THERMOPLASTIC WHITE CROSSWALK LINE PER CALTRANS STANDARD PLANS. A24E. @ 100mm WIDE PAINT WHITE LANE LINE EXTENSION PER CALTRM~S STAl•IDARD PL,\NS, A24D, DET.~IL 10. 0 ® ~) (j) c~ (~ ·-....::1 '10\ ':.:;/ ~J) WHITE THERiAOPLASTIC " ~ " MARl(!r1G PER CAL TRANS ST/>.NDARD PLA~iS, A2.4A, TYPE 1'V/R'• ' \ J, WHITE THERMOPLASTiC " .:J " MARKING PER CALTRANS STANDARD PLANS, A24A, TYPE 1\/!L·' ' \ I· WHiTE THERMOPLASTIC " _ .. MARKING PER CAL.TRANS STAND.ARD Pi.ANS, A24A, TYP[ i(3.05m). WHITE THERMOPLASTIC " Ell " MARKING PER CALTR/1NS STANDARD PLANS, A24[_ 100mm WIDE PAINT WHITE EDGELINE PER CALTRAl,S STANDARD PLANS, A20B, DETAit_ 27B. 100mm WIDE PAINT WHITE DASHED LANE LINE. REMOVE EXISTING EDGE UNE. ll·JST/'.LL R18 SIGN "RIGHT TURN MUST TURN RIGHT" PER CALTRANS STNJDNlDS f\JOTES 1. REMOVE AU. EXISTl"JG STRIPING A~ID PAVEMENT MARKINGS THAT ARE IM CONFLICT W:TH NEW STRIPING AND PAVEMENT MARKINGS LAYOUT. 2. ALL STRIPING DETAILS, MARKli\JGS, ETC., SHAU BE PER MUTCD AND MUTCD CAUFORNIA SUPPLEMENT LATEST EDITIO~I. 3. ALL 300rnm WHITE OR Yi:.LLOW STRIPil,G SHALL BE THERMOPLAST!C, U~JLESS OTH[RWISE INDICATED. 4. AlL PAVEMEt,T MARKINGS, INCLUDll,G ARROWS, LEGEl,DS AND LAN~ Li!,E EXTENSIOI.J THROUGH IMTERSECTION SHALL BE THERMOPLASTIC, UNLESS OTHERWISE INDICATED. 5. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PR!OR TO SLURRY. 6. ALL REFLECTIVE PAVEi,ffNl MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE .3M SERIES 290 MARKERS. 7. ALL NON-REFLECTIVE PAVEMENT MP,RKERS SHAU. BE CERAM'C, PUBLIC V✓ORKS DEPARTMENT DIST. COUNTY 12 □RANGE REVIEWED BY PLANS APPROVAL D.i\TE Designed Sy ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS . ---~---+---~ 55 CAL TRANS I I DATE i APPROVED BY Drown By H~N~ ··----- DATE Checked By _8-.~~ N EWPQ RT BL VD ,,>fWPok~ o";;r 1~ PROJECT: GR.ADI NG AND DRAINAGE ~• •# ~ RIGHT TURN LANE AND ,s(~.~if}fg 1 AT HOSPITAL ROAD 0•~/Ff/i$ f------------1----------------------------_::::~:::::__~ TITLE: ! REVISIONS _ j 1---- 0_,,._=-+-=-l----~-----S-TR_I_P_I N_G & Si GN I NG PLA_N ___ _ CONTRACT NO. APPROVED: AS BUILT GENERAL SERVICES DIRECTOR W.G. Zimmerman Engineering, Inc.,-.-~--~-------.....; Fll=LO BOOK REI"". DATE 3655 DJ.. 4 N f'<fO f-------·------------------+---------------<APPROV~~D•==cc------------=cc----i --------------~---------------------------------1 801 PACIFIC COAST HIGHWAY, SUITE 2001--------------------UTILITIES DIRECTOR PATE R -5651-S CiTY CONTRACT NUMBER: C-3655 FOR REDUCED PLANS O 20 40 6 10 80 SEAL BEACH, CA90740 Pl.AN """"· APFRovrn, CL I DRAWING NUMBER: R-5851-S ORIGINAL SCALE IS IN MILUMETERS l'-----''------'-'----'-----l! TEL.: 562-594-8589 FAX: 562-594-8549 TRANSPORTATION AND OEVELOPMENf MANAGER DATE SHEET 1 0 OF' 1 4 ~-----------------------------------------------~-------------~----------------------------------'-----------------------'------------~-'----~--------,-----------.!_=======--=====-~ I ~ ~ ' e ~1 ~ t,..~ e<= J. f--Vl CL ~ <[ lfl (Y) OJ ,< u .Q z . .0 z / Ld z <[ _J I f--[k I +' <;_ 0 0. "' (IJ z / ~ z / u OJ L cl _c Vl / Q_ 16 15 14 13 17 16 14 11 1 n ,, u ......... :-- 1 I ! ! ! • I ' • '' I ! ... ___ 1_ .. ,_ -I i I • 1 3,345'.r, TC TD I ,.. ·····---·-····-- ! j I ' ' '!' 2 n v I . I I I I J. .I !-- I ' I ' I . I~ 4:_ 10 0 r ' i 0 ....... --···-··· ' ' ,, ' ' I ! ! . I . I --! ! .. I. ' T(~ I \.. ...... 0 . ' I . . i-· ! ' ---, ----1 ----··--,.---------··----· J_ " .... --- r q, ,_ ' ' ' ! I ' ' ' ' ' .I ! .,. - - - \ . " 10 20 SCALE HORIZ 1 :400 VERT 1 :40 CITY CONTRACT NUMBER: C--3655 DRAWING NUMBER: R 5851 s ' ' ! ' I ' I -···-· " . ---.. -. -···- TC c~ 0 10 FOR REDUCED PLAl•!S ORIGINAL SCALE IS !N MILLIMETERS ,! .i - ·--·------·-,. ··1 ! I ' ' T ' ' ' I ! ! '" 1 ,. ' ' -,-- --i I I ' ! ., ! ! ! I I ! "~ ___ ,, __ . ---_., I '' ' ' ' I i ' i ___ L: __ • ----1'-· ·····-··-+--··---~------L-~---' ! . , ,! ----·-···· ··---- -~ 0 .,; ~ - ·-· 0 I ··----· ~)o I ' ' ! • I ' -·-·----- - -------------· ·-" 40 60 I I • ' ' ' Ct_ 20 ----· ----------"--···--_, ·--·--· ___ , ______ ----..... ,. --- re 0 10 . i W.G, Zimmerrnan Engineer:ing, Inc. ·-·-·-··· 801 PACIFIC COAST HIGHWAY, SUITE 200 80 SEAL BEACH, CA. 90740 TEL.: 562 594---8589 FAX: 562 -59 4 -·8549 ! I ' ' ! ·, -·---··· ! . j i ' PUBLIC WORKS DEPARTMENT REVISIONS -·-------DATE .,.,. AS BUILT FIE'-0 SOOK REF. ------Pf-AN AEF. i ' DIST. COUNTY ROUTE 1----+----·---+·------·t POST Mli_ES TOTAi. PROJECT TOTr'si SHEETS 12 □RANGE 55 CALTRANS REVIEWED BY DATE APPROVED BY PREPA?D Ut~DER THE SUPERVISION 1/i#~fi1,=~~~· • ___ _ ROLAND L, BRUST REGISTERED CIVIL ENGINEER lti /3/ior,,, PLANS APPROVAL DATE By R.S. ---Drown ------·---r---~---------•-,~---'""""•7·~----·-·---- I -i ·I '' I ! ·-~--·----~----'---- ! ! ' ' " ' ' I , ' ' ·-~-------~--+ 10 -re_-- '"'' 1 i ! - -i -•• i I I ---+-··-···--···----- ' 1--- 1 " ' I ! i 1---, ' I I -1 I I i ' I· ! I _, .. .. L ............. . I ·I ! • • I -_ l ' I ' DATE Cho,:.d...;ed By ~..;?-~_ 19 17 , r lb 14 13 l 1. 7 MEVVPORT BL.VD ~i,le,W~o,- 1/~"ri~:r i I RIGHT TURN LANE A t-,J D rt~~, ... ·,t~. ! GRADlt~G AND DRAINAGE ~l~~bv/j,.i AT HOSPITAL ROAD . -½~ ~ T!TLE: I ! CURB RETURN CROSS SECTIONS . -·--··-·----~-----· CONTRACT NO. i APPROVED: 3655 GENERAL SERVICES DIRECTOR DATE I PLA.N NO. ~f'RO..Y_l:]J; ----- !JT!LiTIES DIRECTOR DATE R -5851 -s APPROVED: . TRANSPORTATION AND DEVELOPMENT MAMA.GER DATE SHEET 1 1 OF 1 4 ,,_] • ... L ---~---7 POST MILES SHEET TOTAL DIST. COUfTfY ROUTE TCTAL PROJECT NO. SHEETS 12 55 ,_ ___ .i_ ______ _i_ ______ _j_ ________ J._ ____ ... -.. -.. CI\L TRAr~S REVIEWED BY DATE APPROVED BY DATE X " .Q z .Q z / Ld z <l: _j I ...,. [Y ?2 21 20 1 (). ' • • 18 ' L1 1 I 13 1 ') LC. 10 I I I -·················· ·1 :-r . ! ... \ .. ·.····• i-- ---! BRK ----··································· -i . -. ----,------ ! I I J --·-··--·-·-----... J. _______ f-___ _ ' .. -i .. -I . I i -·-·-···· -···-· , ___ J_,_ 1. I I I i 1 • . i i I I ' ' ! I .. ····+ .. ······ .... , . I I i - ·: I • ' ! ' -: - ···+ ---. "" ! . 1. . ·--I -. I J__ ------·-··-----·-\ -------·--·----1 ' i t ·-·+· ' i 1-!--- -'[._ --·-·-·-· ---+1----··· .. ··-·-·------l-----··----' -~: i :· -· 1 • --·-· L. 10 \ \ \ \ .\ \ • \ I . --i 20 . I T I 1· 10 I • ! " ii 'L 0 10 BRI< - -: - ! I - I I - ->--- 20 l (1 .U -i-- I ' I .... ··1 / I i -i ' i ·I I ., . : • . I I -i" ----1.,---· ·---~··-·---i--•-·-·· --'-- ! ! ' G: L 0 10 ! .. I TC· Tn J I _,_ L, • I I \ : - --' -- - 's,.I . -.. < •...... ~5,£J27JYI.. -1'· .. , I .. 20 10 STA[41+00 t 10 r -t.. 0 ...•.. 13 10 . : ' . I i i .. i . I I ·-~-,------;I -.... i .[ I . PUBLIC \NORKS DEPARTMENT REVISIONS ... I • I ' ROLAND L. BRUST REGISTERED CIVIL EflGINEER I J \6/3/o(c, PLANS APPROVAL DATE 10 TITLE: f3y R.□. STA 41+20 ----! 1 0 .. By H.N. . i I . ... . -l -·· ········-.1 ..... I I. I ····r· .. I I Cheeked By -~- 20 19 18 1 ... ., l I 16 14 1 1 .l. J.. I +' I'... 0 CL DATE i3Y CROSS SECTIONS (!) z / ~ z SCALE HORII 1 400 --------·----·---------i---,---i----:-::---=:-=-:=--µA\fP'l'PJ'!ROQcV1.l'EC~D'.L1 _______________ _ ,;; L. : , AS BUILT GENERAL SERVICES D!RECTOR DATE w VERT 1 :40 _W.G. Zimmerman Engineering, Inc. (.. A~L.0 aooK REP. d APPROVED: s.: 801 PACIFIC COAST HIGHWAY, SUITE 200r---------------jUTIL1TIES D!RCCTOR DATE :; CITY CONTRACT NUMBEl-i: C-3655 FOR REDUCED PLANS 0 20 40 60 80 SE/1L BEACH, CA 90740 PL.AN REF, APPROVED, o_ DRAWING NUMBER: R··-5851 ·-S ORiGINAL SCALE IS IN MILLIMETERS TEL.: 562-594--8589 F/\.X: 562-594-8549 f----------------l'r"'RA=N"se"o"'e""r-,r-,o-N_A_N_D_D_E_V_E_Lo_r_M_E_N_T_M_A_N_A_G_ER _____ o_AT-.E---1 ------·---------····-····---______________________________ _L. ______________ ...L. _______________________________ .....L ________ ...:._ __________ .J_ ______ ................... _ ........... _. CONTRACT NO. 3655 PLAN NO. R 5851 -S SHEET 1 2 1 4 OF: .. _J I f- Vl [L f'-0 OJ 0 (]\ I 0) I"' ; "'i5 -n z .Q z / LU z <1: I _J I f- fr'. I +' L o 0. "' L__ ?3 21 ?O 10 • ' j_ .~ 18 17 15 14 13 11 I I. \ \ I .L I .. I --1 - ---' I I ' .... , --' . ' j I I i " i I· . 1 ··--·--------·-·--·-·.: """" i I i I • I --~-~-·-f---- 20 -f I _I I I l I ·( --~------_: _________ ~--------' "~----- STA 10 41+24.351 I I 4_ 0 10 I i I ! I ' ' . _; ' 1 30 ---------i- BRK -:--' I --1 I I I 20 10 SCA.LE HORIZ 1 :400 VERT 1 :40 I I .I -- I • I I I .. ····---+-----' I ! "' •••• ·--~1 '' ' ---·-··-···---·-···: I ' I :-- ' I ' ' -c--------i----__ ._ •• _, _____ I-----· 30 BRK ' I I ' ' I. 10 - - ,- . ! (J I I . I 10 r- . . • ' i ' ' ! " • 30 I .. ' '. "" --.. ,) ····-·-··-··"·-· -~-.. BRK :::, r, LIJ ' I ' I ' I ' __ ...._, _____ , _____ _ [ • 10 -· POS1 MILES SHEET DIST. COUNTY ROUTE TOTAL TOTAL PROJECT NO. SHFETS M,,c 12 □RANGE 55 CAL TRANS -~ A I i . I I r -· - REVIEWED BY DATE APPROVED BY PREPARFJ) UNDER THE SUPERVISI□t~ • ,/1:;~1a~ir ROI_ At~D L .. , BRUST REGISTERED CIVIL ENGiNEER \0/3_/o(p PLANS APPROVAL DATE D~•slgned By R~B. __ .,_ -·- ·-Drown By ' I· I -·r· H.N. _ _______ ,_., ___ -J . a . ·-. -. ... ·! ··--· .. ·-·· .. -! . -····-· -·-·--,~------.-- PUBLIC WORKS DEPARTMENT REVISIONS .. I ' ! ---' 1--, I -1 I o:203r~ ·cF I ($'') I ~-.- ! ERK I • ' I. I . I •-w••·t -~•o•~•-- I I i I .. ' ' j ·J_-- I I i - . i . I -I BRK i -------· --·--·· ··-···' ·-· I , __ _ i I ,· i i . 20 l n ~ STA 42+00 PROJECT~ NEVvPORT BLVD TITLE! AT HOSPITAL ROAD GRADING AND DRAINAGE AT HOSPITAL ROA,D CROSS SECTIONS DATE LlF,~~-"' IS' ,:F;s:Qr~. "'&. 6-<S &-~ tf ,,_ ~ I-)"' ~ No. 22,903 ~ / ~'II Ex:,.12 31 2007 f)/• y ~'!' /2" I '°'i.,h~'"'wY ~-or CAL\~;_:;1/ ---~ Chsck<!'i>d By _B~~ 20 18 17 16 15 14 17 _,._ .,,_,. 12 11 CONTRACT i'olO. ' I APPROVED: AS ButLT iGENERAl SERVICES DIRECTOR 'W.G. Zimm.erman Engineering, Inc . ...---~--~-------;1 Fli!::::IL..0 ~ REP. DATE 3655 'PLAN NO. APP~OVEO: ~-------------~-----------------------------a801 PACIFIC COAST HiGHWAY, SUITE 2 QQ >-----------------;UTILITIES DIRECTOR DATE R -5851-S SEAL BEACH, CA CITY CONTRACT NUMBER: C~-:\655 DRAWiNG NUMBER: R-5851-S FOR REDUCED Pl.ANS ORIGli'<AL SCALE IS !N MILLIMETERS 0 20 40 60 80 90740 TEL.: 562--594-8589 FAX: 562-·594-8549 PLAN REF. APPROVED: TRAMSPORTATION AND 01:.'.VELOFMENT MANAGER DATE SHEST 1 3 OF 1 4 I I I r-~---------------------~----------------.------.--- cout,ITY ·-1 .. ROUT[ DISL 7 ----~~p=o=s=r-M"IL=E=s-· -~=s=·H=E=··~=,~· -=,=0=1=A"L~ f-(/l CL :E <!: (J', 0) 3' u 'Ci' -X u .Q z .Q z / Lu z <!: _J z / ::r1 ? / cl (l) ?4 21 20 19 18 17 16 15 14 13 12 1 1 l J I I ' i I I ·I . -·i-········--·----····-.. -··r· --- --: i 30 20 BRK TC i !-- 10 ' . --~1------·--·-. ! -I ., I --i STA 42+20 0 . :--' I ! ., ... I ' l • ' . t • ' ., I .. ' __ ,,, ,_,, ___ _ ' I. ' ' ' -)·· ' ' .......... ...,c .... ___ _ --·' ' I :, I I 30 . I I 1--- j ...... f .... (/) I-< X LJ BRK Ef.::) + i i I i ·, 10 ! --;--- STA I ' ... j ... » I I I ' i i i I I ! 0 42+40 SCALE ·t··· X L. t· I 1 x· I ___ :)t(_ . \- Ii '\ I I '' 20 I r :! - --.. L . ' I . ,-. ' • i ! ------i- i I I. ' ' ' --L-~--------i-' ---_______ j ..................... L ------·--· .••• ----· -~ ............ ---·-. I --1 - i I I . .. ·-... +· ' • I --' . I ., . I I i I ' i .. _i ' i. - -I - i "i .......... 1.. . ........ :.'. ...... .. I .. '. I I . --l-·--. I I I •• I . i i i --"" 1· --- i •• •. i - I - I i i •• --"---·--·: -----~--"·-·~ --··"? ------------· -1--______ L.__ ·-· ~--~----t- ' ' I !--• I •. \ r1 I, ' I • ·-I i •• " 1· ' .. ---,-' I : - -., -: .. I l··· i ·------·· ___ ,, ____ ---. -· --~------------T: ----. ----·-··--·-···(-.... --· .. -·----·--.. '·--- 1, ' ' ' ' I - ' ' . ' -~---_.;_,, ___ ---+-----.. ...;.... ::--: j 2 .:, ' ' <I Q_ LL D 10 0 42+50 I ' 1 --. r~ ! . I \. ' - I ' ' I I .. , \ ··-· ·---·-----,·-·-·· -• -i - .: - ' i 20 -□ w l'J c=1 !-(/) r-< .>.< w I !STA 10 '. 42 0 cp L. r ,· 't... EP BRK BRK TOTAL PROJECT NO. SHEETS ! I i i I i . I ' I --J.. .. -I I ' I . ! 12 □RANGE 55 CAI_ TRA!'-!S REVIEWED BY DATE APPROVED BY PREPAREp UNDER THE SUPERVISION ........ L~d~~JAJ::0"'~=4..-~~'·-_· ---- ROLAND L. BRUST REGISTERED CIVIL ENGINEER U'.l /3 It>&, PLANS APPROVAL DATE Drown I - - \ . l . T ! i ---1 54.982 I •• - I I ' i I 1 .. ,, J\ ' __ .. 1 ' -i- ' i +· :----- ' __ l I ' i 1----, . ' ' l-z l..u .z ' ? :-------<r -. , .. Li::.. LJ. Lr! u r:::::i" -GJ _ 1-:-(/) f--< >< w I I ·l ! ' ' ' ,- ----j 20 EP lCl ex PRV J.J .. I'- PUBLIC WORKS DEPARTMENT ... ' ' ' [ ' '' " '_·" i ' ' ~ ---r --1- -~ --! -_ -----l - i T I: - -1 ' ' - --1·. +- i ... -· _--_.J_ -·----··•t ............. ~., 1-- 1 .. -l ---i . . ., ' I ' ' ' ... , - -: ' ' --i·- ' ---• J I i ' ! ' • . ---·--·· ·----( ----·-' ' i --• j " '. ' . ' ' ---l ---I STA 42+60 i ' i ' -····1 ·--·-·-··-···-...... ·-·· ' ' ' ' J I -!··· I I . ,. i i I ' ' -:- ' . : -- ' ' ! -----1 - • i ! i ., ._ ............. ___ .. ... ........ ... j ... . ... . i ' I I - PROJECT: t-JEWPORT BLVD RIGHT TURN LANE AND GRADING AND DRAINAGE AT HOSPITAL ROAD t----------------+------------·-·--· REVISIONS TITLE: CROSS SECTIONS -------i----+---t·----.. ---HA.PP_ROVED: --------------------c-"CC----1 Checked 20 --·--i 19 18 'I r J. b 14 ., 12 11 .. , Cl l D/1.TF By e.z. AS BUILT GENERAL SERVlCE5 DIRECTOR DATE W.G. Zimmerman "Engineering, Inc.1----~-~-------, 3655 ~ APPROVED: HORIZ VERT 1 :400 1 :40 RELO SOOK REF. PLAN NO. _g ~--------------~-----------------------------------; 801 PACIFIC CO.AST HiGHWAY. SUITE 2001----------------1UTILITIES DIRECTOR DATE R -5851 -S ':'.: CITY CONTRACT NUMBER: C-3655 FOR REDUCED PLPNS 0 20 40 60 80 SEAL BEACH, Cl\ 90740 f-Pl....AN ___ AE_F_. __ ..... _......................... APPROVED, ~D_. __________________________________________________ _, ...................... _ ............ L_.::.D'.'.R'.'.A:.:>.:.Vi:.:1''.'.'G~N.::.l:::i:'.M:.:B:::E::R:.:·: _ _:R.:..~....:::5.::B.::5:..:1_-..:S:'...J_o_R_IG_·I_N_A_L_s_c_A_L_E_I_S_IN __ M_IL_L_I_M_IT_E_R_s _ _.:=====l=============:_..L .. T...:E...:~ ... -'_.:5 ... 6...:2 ... ---=-s.:.9_4_ ... _s ... 5 ... 8:..9:_ __ F_A.:.X_:_.:5_6...:-2:..-_5.:.9_4_ .. _s:..5 ... 4_9_L _____________ .....1.'_•_•_Ns_P_o_R_TA_T_.,o_N.c....A_N_D-D_E_v_•-Lo_P-M_E_N .. T-"'_A_N-A-G-•_• ____ D-AT-E __ ......J.......:S::::H.:_ .. .:E:.E:::.:T~1==4=:....::0::.::F==1=4=:=J L __J -'"" q t!;• (fll Yi -~ vi