Loading...
HomeMy WebLinkAboutS_5177_Sro ro .,. ' D 0 0 d, 0 ' "' 0 z f- <( f- 0 ...J D.. (l) (l) ---.... 0 ::r::: u c:S g m [I] t; -l------,1/-____.'.::ADA'.'.:~::'..S ___.:A:::VE::._ • ....r----t- z 0 1-(c) z ~ ~ -I :::, ;;; ::r:: § LL m 0 CITY OF COSTA MESA VICTORIA 19TH <C >-z w :5 '----'~a_ ~ @ ~ < ~ ci ~ ORANGE COAST COLLEGE '° w ~ ~ ST. BAKER ORANGE ca. FAIRGROUNDS UNIVERSITY YARD & j RESER. ~ RD. 8; CITY OF IRVINE U.C.I. VICINITY MAP NOT TO SCALE ocC4 PROJECT LOCATION SYMBOL LEGEND • 0 'cf D POWER POLE MANHOLE FIRE HYDRANT METER BOX -0--VALVE POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE 0 (){) .al-,ta: ~ ..L.lL BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---~---CENTERLINE ----S----SEWER LINE --·---W-WATER LINE ---G-·--GAS LINE -·-E--POWER LINE ---TEL --TELEPHONE LINE ----TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM STREET LIGHT ABBREVIATIONS AC ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROVED AVE BC BCR CIP CMP CONG CONST DIP DEPT DWY DU E S'LY EC ELECT EX FE FL HOR INT INV LF MJ N AVENUE BEGIN CURVE BEGIN CURVE RETURN CAST IRON PIPE CORRUGATED METAL PIPE CONCRETE CONSTRUCTION DUCTILE IRON PIPE DEPARTMENT DRIVEWAY DUCT EAST SOUTHERLY END CURVE ELECTRIC EXISTING FLANGED END FLANGED END HORIZONTAL INTERSECTION INVERT LINEAR FEET MECHANICAL JOINT NORTH NORTHERLY NOT TO SCALE N'LY NTS PCC PP PROP PVC PVMT RCB RCP PORTLAND CEMENT CONCRETE POWER POLE RT R/W sco SD SECT SHTS S'LY SMH ST STL TR TYP VCP VERT w W/LY PROPOSED POLYVINYL CHLORIDE (PIPE) PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RING TIGHT RIGHT -OF-WAY SEWER CLEAN OUT STORM DRAIN SECTION SHEETS SOUTHERLY SEWER MANHOLE STREET STEEL TRACT TYPICAL VITRIFIED CLAY PIPE VERTICAL WEST WESTERLY EMERGENCY PHONE NUMBERS ---"' 01--------------, AGENCY NUMBERS ~ Underground Service Alert D ~ A~~ Call: TOLL FREE <Fl It" w > 0 u / a, 0 7 "' 0 z / 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMP PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS OF ORA COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 634-0251 895-0221 611 644-3011 GE COUNTY 962-2411 542-6222 542-3975 AFTER 720-4040 1-800-227-2600 • 6:00 PM PUBLIC WORKS DEPARTMENT C-3271 _A_P_PR_O_V_ED_: _____ ½) __ ta_~~-------DA_T_E-=:Si_~_d/.--'--'-~ e ~ PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: 2,u..,. ;1;_ B~ DATE: UTILITIES MANAGER R.C.E. 25553 rn1 i NOT TO SCALE ,; § :J s § [IJ,qt1 ~~_J1~, c...../ -.,;•~C;t. ,,_=="-'·'"""'' .,=='i===i ~----, APPRdVAL RECOMMENDED: TRANSPORTATION AND DEVELOPMENT SERVICES PJUlFIC C<lA5T KWV RCE 22045 SHEET 0 0 0 0 NOT TO SCALE SHEET INDEX DESCRIPTION TITLE SHEET SEWER-PACIFIC COAST HIGHWAY SEWER-EASEMENT NORTHWESTERLY OF POPPY AVE. AND EASEMENT S. OF LOCHMOOR LANE STORM DRAIN-INTERSECTION OF GALAXY DR. AND SANTIAGO DR. AND EASEMENT EAST OF GALAXY DR. APPROVAL RECOMMENDED: BASIS OF BEARINGS: CllY ENGINEER RCE 24967 THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS HORIZONTAL CONTROL STATION GPS NO. 6183 AT BALBOA BLVD. AND ISlAND AVE. AND GPS NO. 6273 AT BALBOA BLVD. & 11th ST. BEING N74"28'55"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY 4 \ NOT TO SCALE BENCHMARK: GENERAL NOTES -CITY OF NEWPORT BEACH 1. ALL WORK NECESSARY FOR THE COMPLETION OF THIS CONTRACT SHALL BE DONE IN ACCORD WITH (1) THE SPECIAL PROVISIONS; (2) THE PLANS (DRAWING NO. S-5177-S); (3) THE CllY'S STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR pusuc WORKS CONSTRUCTION. ( 1994 EDITION), INCLUDING SUPPLEMENTS; (4) STANDARD SPECIFICATIONS FOR pusuc WORKS CONSTRUCTION (1997 EDITION), INCLUDING SUPPLEMENTS. COPIES OF THE STANDARD SPECIAL PRPYISIONS AND STANDARD DRAWINGS MAY BE PURCHASED 2. 3. 4. 5. 6. 7. B. 9. AT THE PUBLIC WORKS DEPARTMENT. COPIES OF THE STANDARD SPEClflCAJJONS MAY BE PURCHASED FROM BUILDING NEWS, INC., 3055 OVERLAND AVENUE, LOS ANGELES, CALIFORNIA, 90034, TELEPHONE (310) 202-7775. STATIONING REFERS TO CENTERLINE OF PIPE STATIONING. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. ALL SEWER PIPE SHALL BE BEDDED PER THE STANDARD SPECIFICATIONS. SEWER AND STORM DRAIN LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. ALL SEWER AND STORM DRAIN PIPELINES OWNED, OPERATED AND MAINTAINED BY THE CllY OF NEWPORT BEACH SHALL BE CLEANED BY THE CONTRACTOR PRIOR TO INITIAL VIDEO INSPECTION. VIDEO INSPECTION SHALL BE PERFORMED BY THE CONTRACTOR PRIOR TO INSTALLATION OF LINER TO DOCUMENT THE CONDITION OF THE HOST PIPE AND TO VERIFY IT WAS CLEANED PER THE PROJECT SPECIFICATIONS. ALL DEBRIS AND OBSTRUCTIONS THAT COULD INTERFERE WITH LINER INSTALLATION, SUCH AS OFFSET JOINTS, PARTIALLY OR COMPLETELY COLLAPSED PIPING, ROOTS, PROTRUDING LATERALS, EXCESSIVE BENDS AND GENERAL DEBRIS SHALL BE CLEARED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE POST-INSTALLATION VIDEO INSPECTION TO DOCUMENT WHETHER THE LINER WAS INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THAT ALL LATERALS HAVE BEEN RE-ESTABLISHED, AS REQUIRED. ANY OF THE LINERS FOUND TO BE INSTALLED INCORRECTILY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED OR REPLACED AND RE-INSPECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. COPIES OF ALL VIDEO TAPES SHALL BE PROVIDED TO THE CllY OF NEWPORT BEACH. 10. CONTRACTOR SHALL ADJUST AND RELOCATE ALL CLEANOUTS TO GRADE AT PROPERTY LINE AND CONNECT TO EXISTING SERVICE ON PROPERTY SIDE OF CLEANOUT. 11. ALL SANITARY SEWER AND STORM DRAIN LINING CONSTRUCTION WORK SHALL BE PERFORMED BY A LICENSED AND BONDED GENERAL CONTRACTOR. ALL NECESSARY PERMITS SHALL BE SECURED BY THE CONTRACTOR BEFORE COMMENCING CONSTRUCTION. 12. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF LANE CLOSURES AT (949) 644-3106. 13. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT AND UTILITIES DIVISION 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. (949) 644-3311 FOR PUBLIC WORKS. (949) 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER OR SIDEWALKS SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARED WITH EXISTING CONSTRUCTION . 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING SEWER MAIN AND LATERALS IN SERVICE DURING INSTALLATION OF THE SEWER LINING AND SHALL SUBMIT A BY-PASSING PLAN FOR APPROVAL BY THE CllY. 15. THE LOCATION AND EXISTENCE OF UTILITIES AND IMPROVEMENTS SHOWN ON THE PLANS ARE APPROXIMATE AND TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF 15. EXISTING UTILITIES AND SHALL TAKE ALL PRECAUTIONS TO PROTECT THEM WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (1-800-227-2600) 48 HOURS BEFORE ANY EXCAVATION. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES AT ALL TIMES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER. G) CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SDR-35) SEWER LATERAL AND CLEANOUT PER CllY SID-406-L BACKFILL AND BEDDING PER THE STANDARD SPECIFICATIONS. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REPLACE CONCRETIE SIDEWALK, CURB AND GUTTER TO NEAREST CONSTRUCTION JOINT. INSTALL NEW 6" PVC SDR-35 SEWER LATERAL AND CLEANOUT PER CITY STD-406-L. BACKFILL AND BEDDING PER THE STANDARD SPECIFICATIONS. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. TUNNEL UNDER EXISTING 36" HIGH BLOCK RETAINING WALL AND CONNECT TO EXISTING LATERAL WITH 45• PVC W'fE FITTING. INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXIST. 8" V.C.P. SEWER PER PROJECT SPECIAL PROVISIONS. INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXIST. 21" R.C.P. STORM DRAIN PER PROJECT SPECIAL PROVISIONS. RE-ESTABLISH EXISTING SERVICE CONNECTION BY REMOTE CUTTING DEVICE AND 1V CAMERA PER THE PROJECT SPECIAL PROVISIONS . INSTALL 8" PVC SDR-35 TERMINAL CLEANOUT ON SEWER MAIN PER CllY STD-400-L. BACKFILL AND BEDDING PER THE STANDARD SPECIFICATIONS. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. BM NO. 1 E-68-68, ELEVATION: 5,283 NGVD29/1995 OCS ADJ. C-3271 0.8 MILE NORTHWEST ALONG BALBOA BOULEVARD FROM THE POST 1---+---1--------------+---+-------~ OFFICE, TO IT'S INTERSECTION WITH 10TH STREET; 22 FT. NORTHEAST OF THE CENTERLINE OF BALBOA BOULEVARD; 26 FT. DATE BY DESCRIPllON APP"D S-5177-S SOUTHEAST OF THE CENTERLINE OF 10TH STREET; ABOUT 0.8 OFl----'----1--------~------'---+-------~ :r:._ ____________ _._ ______________ -+ ________________ .,__ ________________ ..... ________________ .__ _____ ~--------------'----------------------.L....------------------......1.--------' SURVEYOR. A FT. HIGHER THAN THE BOULEVARD. • REVISIONS SHEEt 1 OF 4 r " ~ ' ij • ;g ~ 0 , • a ~ I I I I I ,JI • ,1~\ • ~ ; ~ z C ~ m m • 0 ' g • I • .,, \; C-z :i: Q 5 .,. B I ~ u-~ Q z • ,- ~ -+--, z "' C\-0 ,. " 21 ! ro ro "' 6 0 0 <D 0 ,\ 0 z f- <t f- 0 _J CL "' "' ' ,__ 0 ' "' 0 "' 3: □ oJ f-I "' / "' 0 / " 0 0 0 . ow o> .;:,o -~ . <( <.!) I-z (/) 3: W<( z c:: ....J Cl / / / 5 1--- SEAWARD ROAD IO'"N------ 24"5 ---------·--------- INSTALL C.I.P .P. 1,_INING IN ~---------=-=---------------13 EXISTING 811 V.C.P. SEWER PACIFIC STA. 16+61.3() Cf. MHL07 _005 MH DEPTH 4.Z°± --i---------- PROTECT TRAFFIC SIGNAL FACILITIES IN PLACE STA. 13+31.30 Cf. MHL07_004 -""""-~-"'"""''""""""-' """"'""""-"'· """-~'"""-"""--.,,,_"""' ______ _,_.,,,.."""'_='.!..._,._. ______ ""'""_,_,,.. -~--._--,..,.""4 ◊-----e.,-:.c~ __ ·-T ,o -----"-"~---.-....,,. __ ----+c~o _____ .::.-;_;,._ . ..__,~,--~._. ____ c~o_ COAST HIGHWAY INSTALL C.I.P.P. LINING IN ~----------------------13 EXISTING 811 V.C.P. SEWER ·---··--_, __ .,,_,, __ ,,_~,~-- 5 PROTECT TRAFFIC SIGNAL FACILITIES IN PLACE ----------~~'--$ ----- - ------- ----------------.------~- r':, ii ) r~,.--R---,=~=--•=--~----,,~·"r=-,-~~= 4 (ABANDONED)-- MORNING CANYON ROAD I I ! 1 I ' I ' ; ' I ' ! l ~ I j i ! ' i ' PROTECT EXISTING BLOCK RETAINING !i *i ____ i ·1--1 WALL IN PLACE II 't'I ! 1 ! ~1 I ' '1 I • }! ; \ t I I ·1 ,.,,_ ~-~ C;) i ..,,.,_ \ ABANDON EXISTING SEWER MAIN /; 3, / ; , ! •,, , ANO t.;. TE~Al IN pt_;.C£ .f/ . b II \ ~--,;Ji 'I \\1 '\'' rscE MH ,,p I 1 \\\ •,,~~- """'~-•~-· t : .,/9/ V /1, \\\ ·~ ---·-"-''~ .-,'-:-:-;,' I() I -_/ /V ·: \~ ·--i--~--,t_'=-~ =--~~~1-=-:::::;:t·[:::·---= .. =· =+=:;-; --:._~--«, ~ Ts . 1 s I -~-s fl,,.,,,,.../ ~ ~--- . , :.o ____ '··-·'7 ·--__ t -~~.::'. / ---<:!) C::;: ----1 -----+f---3tF'W---(-ABAi\18{ -----27" COAST SUPPLY---+----• 7" COAS F \ '' ·------18"W--- [J): • I ' . I ---~-! ----~t_ ---------·· -'-' - [-------.--;·---" I I ·--· v-- CD ® CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SDR-35) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L. BACKFILL AND BEDDING PER THE STANDARD SPECIFICATIONS. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REPLACE CONCRETE SIDEWALK, CURB ANO GUTTER TO NEAREST CONSTRUCTION JOINT. INSTALL NEW 6" PVC SDR-35 SEWER LATERAL AND CLEANOUT PER CITY STD-406-L. BACKFILL AND BEDDING PER THE STANDARD SPECIFICATIONS. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. TUNNEL UNDER EXISTING 36" HIGH BLOCK RETAINING WALL AND CONNECT TO EXISTING LATERAL WITH 45" PVC WYE FITTING. INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXIST. 8" V.C.P. SEWER PER PROJECT SPECIAL PROVISIONS. -------------------------------1G-'·'G----------~1-----~(T\ +&f{J-------- -I RE-ESTABLISH EXISTING SERVICE CONNECTION BY REMOTE CUTTING DEVICE AND 1V CAMERA PER THE PROJECT SPECIAL PROVISIONS. ~ND /CONSTRUCTION STA. +80.00 INSTALL 8" PVC SDR-35 TERMINAL CLEANOUT ON SEWER MAIN PER CITY STD-400-L. BACKFILL AND BEDDING PER THE STANDARD SPECIFICATIONS. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING . ~WW~~~~~===--=·-=--=·-=·=-=·=-=-=-=-=======-~~========~======~=~~~~== '-'" ls-~--•-•~~,a ,.= =•••=---·--·-----=,====-=~-,,.,..,._0,,,,,_,,.,_ ·---·~~~~-~----~---,--••• ---~-, ~--.-•--••.--,e••s,~••po.-,o-•»•~- 1-(/) <( r-------- ~ PACIFIC COAST HIGHWAY Underground Service Alert Call: TOLL FREE 1-800 227-2600 DANIEL BOYLE ENGINEERING, INC. 44497 ,-1-11 RCE NO. DATE DATE BY 29275 'l-1-1t APPROVED R.C.E. 46214 UTILITI ENGINEER CITY OF NEWPORT BEACH DATE "I -"I -"I. "\ DESCRIPTION APP'D DESIGNED JLB DRAWN CADO C-3271 SEWER AND STORM DRAIN LINING PROJECT CITY OF NEWPORT BEACH S-5177-S ~ TWO WORKING DAYS BEFORE YOU DIG I ___________________________________________________________ _,_ ______________ ..__ ________ __,,1, __ _;:;,,'-___:...,...+ ________ ..__ __________________ __,,1, ____ _.... ____ _._ ____________ ...L. _____ ___. RCE NO, DATE REVISIONS CHECKED TBH DATE 9/99 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 I I ~ 0 ,. ~ s ,. :S ~ ,. " Ji I I I ~ ~ • • < l ~ 111 • ~ ~ • ,. I I I I i ~ " a m ~ • 0 ~ z . -0 r;; z c----I 0 5 .::+ " D -~ ~ 0 z • ail z "" " ,. ~ I -0 r;; z ~ D 5 8 ~ ~ 0 BEGIN CONSTRUCTION STA. 10+00.00 ~ MHL20_079 MH DEPTH 8.6'± ALLEY I I ij I I I I ' ! I l I I I ~ I I ! I INSTALL C.I.P.P. LINING IN ~------==:;__;;_ __ i----------'--_.;.---13 EXISTING 8" V.C.P. SEWER r=~·~-~~--~~·-~--·-···""''"'7 1 \ ' ' ' . ' ' ! . L____ ._.J POPPY AVENUE I I ! END CONSTRUCTION ! STA. 11+50.00 LOCHMOOR LANE ..., z INSTALL C.1.P.P. LINING IN --'--'-=---'--'-=-=----==-------....::=---------/ 3 -~ EXISTING 8" V.C.P. SEWER -= .c ·-,=~ ___ C: ::.··-·cc:=.==·=·. • .. -..:_ 7=· ·--~ -.---· -··-__ .. ____ I -----------~ ~--~ \ \ \ EASEMENT N'WLY OF POPPY AVE EASEMENT SOUTH OF LOCHMOOR LANE <O "' " ' 0 0 0 J, 0 ' "' 0 z >-0 __J (L m m ' ... 0 ' "' 0 "' ~ 0 ,i >-I "' / ro 0 / "' 0 z / "' w d ~ <( CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXIST. 8" V.C.P. SEWER PER PROJECT SPECIAL PROVISIONS. RE-ESTABLISH EXISTING SERVICE CONNECTION BY REMOTE CUTTING DEVICE AND TV CAMERA PER THE PROJECT SPECIAL PROVISIONS. Underground Service Alert DANIEL BOYLE ENGINEERING, INC. Call: TOLL FREE 1-800 227-2600 ~eM-1~ CJECT E R 44497 RCE NO. 29275 ~-7· '!r DATE "l-7-"i'i APPROVED R.C.E. 46214 f--+---f--------------+----1 UTILITI .NGINEER CITY OF NEWPORT BEACH DATE "I -"l -"I'\ DATE BY DESCRIPTION APP'D DESIGNED JLB DRAWN CADO CHECKED TBH DA TE 9/99 C-3271 SEWER AND STORM DRAIN LINING PROJECT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5177-S SHEET 3 OF 4 <; TWO WORKING DAYS BEFORE YOU DIG ±l------------------------------------------------------------------1.......;.;.;.;;....;;.==.;._=;.;;...;;.;;;;_;;;.;;;;...;.;;.;;_.;;.;.;;_.l.. _________ _,JL----...l,,--,l-...:..-,:...;. ________ 1.... ____________________ --1 _____ .1... ____ _,_ ______________ 1.... ______ .. RCE NO. DATE REVISIONS I I I I I I ii ! ii §l i 0 ~ 'i z C " i 0 • , ~ a i t I I ~ ~ • a m ~ • 0 ~ ~ ~ " < • • m • • 0 a ~ " C • • • I I i1~ ' I I I I ,✓-,~ " \; z C-I a 5 I [) a ,l ......5 a ~ a z -I -.~ I [) • C-~ cl l1 ;. " ~ c.... :,: ::::t: a r Cl [) a " " a ~ V: a z C -=t • ~ 4 z rn n ~ .. a ll j, <O <O -,- 6 0 0 J, 0 ' "' 0 z " f-- <{ f--0 ---' n_ "' "' ' r--- 0 ' "' 0 "' ,:: 0 " w t--;;; / 00 Q / "' 0 z / m w ---' C: 0 <{ " / I /227 1219 I \ \ \ \ ! l I I ! l , I I I I I t i I i, • t I jl It\ i I I \ I ;· • I I ,P r ! I J \ f 1 , I I/ \s1 l .11 I I I END OF CONSTRUCTION STA. 10+30.00 EXIST. CB28_008 /30/ " ..... '4,-..,,.._,. ... ~____,,,._,,,,.,.,~..,.,_...,""?".=a.-•"'"""==.,,,_,,.•_• '"'--.._v~ ~~~= -•==-••~"'?-"'""""""'•""""-"-=<"'C•~•==df~"<""""''<e,,.<'-•,_.,.'-" w > -a: C ---------> >< <( ..J <( / _;:.::-:::=:-----~ -----·---------·--·-·-· _.__,__, ___ CJ --- INTERSECTION OF GALAXY DR & SANTIAGO DR © CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXIST. 21" R.C.P. STORM DRAIN PER PROJECT SPECIAL PROVISIONS. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG GALAXY DRIVE I I I ' ~ ! '. I ! : l ! ! ! ' ; ! ; i I ' I I ! ' ' I I p ! J ' ' ' . I I I _, II ! I I 1 I I I i I l l i _!' § ) 1930 END OF CONSTRUCTION STA. 11+05.00 t EXIST. MH009_012 MH DEPTH 8.4'± /924 BEGIN CONSTRUCTION STA. 10+00.00 EXISTING CB09_039 CATCH BASIN DEPTH 5.4'± l ! - \ SCALE: 1"=2D' \ \ \ \ EASEMENT EAST OF GALAXY DR. DANIEL BOYLE ENGINEERING, INC. 44497 1-1-f'i RCE NO. DATE 29275 "!-1-<;~ RCE NO. DATE APPROVED I j R.C.E. 46214 f--+--'--+--------------+-------l UTILI NGINEER CITY OF NEWPORT BEACH DA TE "I· "'\ • """' DATE BY DESCRIPTION APP'D DESIGNED JLB DRAWN CADD REVISIONS CHECKED TBH DATE 9/99 C-3271 SEWER AND STORM DRAIN LINING PROJECT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5177-S ShlEET 4 OF 4 I I I I I ~ • • i • l! ~ . . ~ C . I I " c-~ I -::± □ ~ 0 i I - 4 z 0 C z ~ m ~ !ll • !:l ~ ¥: z -"' '\ " ~ r C ~ 0 " ii