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Home My WebLink AboutS_5155_S• I ' 0-INOICAl[S AREA !MIMI ON LOCATION t.lAP • VICINITY MAP NOT TO SCALI • PIJYER PCILE 0 MANH□LE t, F"IRE •HYDRANT a METER BOX • V~VE E POii/CR l'tlLE ANC,!OR 6 MONUMENT -x-x-x-FENCE BLCCK~LL 0 TREE CIO SHRUBBERY J!M. ........ ASPHALT PAVEMENT ==--===-,.,. -~ . ~ , -~ "" """' ,., ... "" ----~ -·~ __ .., ____ _ BRJCK\IALK . ' . . . . . ... I.. . . I • :::.··.'·, ::.; CONCRETE ' ~«~ il1ILDING ---- EXISTING CONSTRUCTION PROPERTY LINE ----NElil CONSTRUCTION ---'i_---CENTERLINE ----C--·-COOUIT -··-S-··-SE\IER LINE --S--STCRM DRAIN LINE -···-V-···-\/ATER LINC ---G---GASLINE -E-POYER LINE -T-TELEPHONE LINE -TV-CABLEVISION LINE ,-SP--'-SPRINKLER SYSTEM :0: e STREET LIGHT UTILITY PLOTTED BASED □N POTHOLE INFORMATION Und•rll'••• lervle1 Alert Call: TOLL FREE 1-800 422-4183 TWO WORKING DAYS BEFORE YOU DIG CITY OF IRVlNE ABBRl:VIATIQNf ABAN ACP AH BC BFV BK BL\10 BUR. CAB. CAP CB aP q.. CMP CNB CONC cu DEFL DIA DIP DU E ·EC ECR ELEV EXIST. FE FH G GB GV HE ID IE INV L MH MJ N PCC . P~OP PVC R RCP s S<IE Sil s~ SP STA STD STL ST. LT. ST. STA. T TAN TRD VCP .w Sl:!EEI 1. 2. ::~g~~S CEMENT PIPE 1 AHEAD BEGIN CURIIE BUTTERFLY VALIIE Bf-CK BOULEVARD BURIED CABLE CORRUGAlEO ALUMINUM PIPE CATCH BASIN CAST IRON PIPE CENTERLINE CEMENT MORTAR PIPE CITY OF NEWPORT BEACH CONCRE1E COPPER DEFLECTION DIAME1ER DUCTILE IRON PIPE DUCT ELECTRIC, EAST END CURIIE END CURB RETURN ELEVATION EXISTING FLANGED END FlRE HYDRANT GAS GRADE BREAK GA1E VALIIE HUB END FlTllNGS INNER DIAME1ER INVERT ELEVATION INIIERT LENGTH MANHOLE MECHANICAL JOINT NOliTH POINT OF COMPOUND CURVATURE PROPOSED POL Y'AN'll CHLORIDE (PIPE) RADIUS .. REINFORCED CONCRE1E PIPE ~EWER, SOUTH 9-()UTHERN CALIFORNIA EDISON STORM DRAIN SEv,£R FORCE MAIN STEEL PIPE SEWER PIPE STA. TION STEEL THREADED (PIPE) STEEL STREET LIGHT STREET STATION TELEPHONE TANGENT TILE REINFORCED (PIPE) ..,TRIFlED CLAY PIPE WATER, WEST SHEET INDEX PESCBIPDON Till£ SHEET PLAN AND PROFILE SHEET EMERGENCY TELEPHONE-NUMBERS AGENCY NYMHEBS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAIJFORtiffll. EDISON COMPANY PACIFIC TELEPHONE COMP•ANY CITY OF NEY.PORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLE..,SION • --. COMMUNITY CABLEVISION UNDERGROUND SER..,CE ALERT 634-0251 895-0221 611 644-3011 962-2411 542-6222 542-3975 AFTER 6:00 PM 720-404-0 1-800-422-4133 UTILITIES BAYSIDE DRIVE SEWER IMPROVE:MENTS APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 12806 APPROVED: "tTIES l>tftl·CTOR R.C.E. 46214 G&NERAL NQIII 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBtUTY TO DETERMINE THE TRUE LOCATION AND DEPTH OF ALL UTILITIES AND SER..,CE CONNEC110NS WHICH MAY 8E Al'FECTED BY Ol't AF1'1lCT THE WOl'tK. HE SHALL ALSO DETEl™INE 111E TYPE:, MA'IEftlAL AND CONDITION OF THESE UTILITIES, IN Ol'tDER TO PRO\/IDE surt'ICIENT LEIID TIME TO RESOLIIE UNFORESEEN CONFLICTS, ORDER MA'IUtl'-1.S AND TAKE APPROPRIA1E MEM\JRES TO ENSURE THAT THERE IS NO DELAY IN WORK . 2. AN EARNEST EFF'ORT HAS BEEN MI\DE TO DE1ERMINE 111E EXIS'IENCE OF UTILITIES AT THE SllE OF 111E WORK FRON RECOftOS OF 111E OWNERS OF' KNOWN UTILITIES IN 111E ..,CINITY OF TH£ WORK. 111E POSITION OF 111ESE UTILITIES AS DERI I/ED FROM SUCH IIECOltllS AM: SHOWN ON THE PLANS. 1HE SERVICE CONNECTIONS TO THESE UTILlllES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE HIS OWN INI/ESTIGATIONS, INCLUDING EKPLORATORY EXCAVATIONS TO DETERMINE THE LOCATIONS OF EXISTING SER..,CE LATERALS OR APPUR1ENANCES WHEN THEIR PRESENCE CAN 8E INFERRED FROM 111E PRESENCE OF OTH!ft "1Sl8LE FACILITIES, SUCH AS BUILDINGS OR METER BOXES. 3. THE CONSTRUCTION OF ALL PUBLIC IMPROIIEMENTS SHALL CONFORM TO 1rlE REQUIREMENTS OF THE NEWPORT IIEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PRO'IISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDI\RO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDlllON AND SUPPLEMENTS. 4. STATIONING REFERS TO CENTERLINE OF STREET. 5. CURB DATA REFERS TO FACE OF CURB . 6. ALL EXPOSED CONCRE1E SURFACES SHALL CONFORM IN GRI\DE, COLOR AND FlNISH TO ALL ADJOINING CURBS AND WALKS. 7. ALL UNDERGROUND WORK SHALL 8E COMPLE1ED PRIOR TO PAVING OF STREET AND DRl'IEWAYS . 8. PAIIEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO RE..,SION AND APPROVAL OF' THE CITY AS REQUIRED flY SOIL TESTS T~N AFTER COMPLETION OF ROUGH GRADING. 9. 1rlE CONTRACTOR SHALL REQUEST INSPECTION FROM THE Ui11Ll11ES AND PUBLIC WORKS DEPARlMENT 48 HOURS IN ADVANCE OF Pl:RF"DIIMING ANY WORK AT 664-3011 AND 1164-3311. 1rlE PUIILIC WORKS D£PAR1MENT INSPECTOR SHALL ALSO BE NOTIFIED AFTEA PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTEft SO ll;.11 T THE FORMS CAN 8E CHECKED FOR LINE AND GRADE AND C0Mf'A1111LITY WITH EXISTING CONSTRUCTION. 10. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER lliAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTl'Ai:LY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. fflENCHES OR EXCAVATIONS LESS THAN Fl\/E (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INOICA1ES THAT HAZARDOUS GROUND MOIIEMENT MAY BE EXPEC1ED. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM • EXCAVATION OR TRENCH WORK Ml DESCRIBED IN N0.10 ABO\/E ~ROW CAL-OSHA. 12. ALL STORM DRAIN, SEWER AND WA1ER PIPE SHALL 8E BEDDED ~ CITY OF NEWPORT BEACH STD-106-L 13. ALL CONCRE1E SHALL BE 560-C-3250 UNLESS SHOWN 0111ERWISE. 14. THE FlRE DEPARlMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. CENTERLINE INFORMATION WAS OBTAINED FROM AVAILABLE TRACT MAPS, PARCEL MAPS, AND IMPROIIEMENT DRAWINGS. STATIONS SHOWN ON PLANS ARE APPROXIMATE. 16. ALL TRENCH RESURFACING SHALL BE PER CITY OF NEWPORT BEACH STD-105-L. IIIOt4.I/I ,..,._ Dl'ftTIDl1 1501 Quall StrNt P.O. Boi1 3030 Newport Ele,0ch, Catlfornla 92658-9020 714 / 476-3300 ~~ t.. '5\lN, ,.to-~ Philip E. Stor,e R.C.IE. 17714 • bate DATE: DATE: SITE "A" DA1[ BY DESCRIPTION REVISIONS j : j' l ·: , ___ __JI LI _7"7.._..,._ ___ _ AVE . APP-D i '----••rnrnomo_j SITE "C" SITE "B" LOCATION MAPS N.T.S, SEAL SEAL / SITE "D" BA YStDE ORI~ SEWER IMPROVEMENTS TITLE SHEET CITY OF NIWPORT BEACH PUBLIC WORKS DEPARlMENT SHEET 1 OF 2 • I I I I ii' ' 1 ~ 5 z ~ a • .. • z a " . I I I I I '' ' . -')_;." I . < " '" m " 0 " '!! , " " z C' C, ), C ~ I p " \: L I u r 0 "' n '" 0 0 " CD 0 ~ m n ll " rn ?; _, , 0 C z < w '" ll D ' " '" " < ll z ~. C p C ~ n 2 p ~ ~ - '-,.. NOTE: CONTRACTOR SHALL EXPOSE THE EXISTING PIPE AT EACH END OF ALL FOUR NEW CONNECTIONS, SURVEY EXISTING INVERT ELEVATIONS AND NOTIFY CITY PRIOR TO COMMENCING ANY CONSTRUCTION /50. +-,_,_, --~, 1-...i·_n· !..-1-: ' •i,,,-' ---- -I' t--•.1-4-i.J . ! ! I i1 ' .\ l----+--+---,-1---+-+-+--+--+--+---+--.+.--+-----I-----IHl---++-l--+---+-----I-----I-_-+---+--· - ;:-l--+--+---l---1--+--"!-.. ~' ... .-:i A, ~ ~ 8: l"""l Ltjl i J +I'. 11' --! vi V . i N: >--+-+--+---+---I---~ ~-: r ---------1----------l-+---+--+-->s,~+l()--.ii-+-+---+---+--+-!+---+---1 I :. i 5)± LF 8,VCP - I PLAN SCALE: 1 "=20' BAYSIDE DRl'~E-SITE' 11 A 11 aE-TW.■N CARNATION AVE & DAHLIA AVE © FU~ISH ANO INSTALL f!" VCP SEWER WITH BEDDING PER CITY OF NEWPORT !!IE.ACM STD-;1 06"-L PER PROF l LE ABOVE, "ElilOVIE ANO DISPOSE OF EXlSTING FJTTING AT MANHOLE BASIE. ·,u~ISM AND INSTALL 8 11 VCP ,,,e BEND (22.5° l WITH SPIGOT COMl'ATIBLIE WITH EXISTING BELL AND 2-2' LENGTHS. COM DRILL EXISTING MANHOLE BASIE ,0.0.+1 • MIN,, 2" MAX.). INSTALL NEW 8" VCP ANO FILL ANNULAR SPACE WITH EPOXY GROUT. !'IEMOOEL EXISTING M._NMOLIE BASE BY REMOVING PORTION_ OF SHELF TO FOAM A SMOOTH FLOW THROUGH CHANNEL TO NEW SEWER AND FILLING CHANNEL TO SEWER BEING ASANOONED WITH CLASS "A" CONCRETE. AIANOON EXISTING SEWER BY PLUGGING PIPE ENDS WITH CONCRETE AND MMOVING TOP 5' OF CLEANDUT. SALVAGE AND DELIVER CLEANOUT FRAM£ At.It! COVER TO CITY. 60 : i I . ~ 'f ; i i ... -f--~!-J \ 1--+--+---+--+----+I--+~ ·--·------tt-+--+---t--+---+---+~-----1-1--'--+-' --11' =1'-+---1 l'l: ~l\ I '/ --~-.. ·-~~----~-----+-.. .. +--+--_+_-m+--+--+------+-Al+-l-+--+-+--+-. -c...,'-i _,µ-.J_: -A-. --+-l---1-1=; "I-, I .·L~ Ii i ! ! i I I I ...J: l.aJ i , ....... ! T , 1 i:,-i _..i. ~ i 1 1. o Z i1~ rt-'-b.:-L-'-i .. ~~-,,, : _ : --.. -1-------·jj ~--+-----···-_____ _ b' ; . ~ . z ~:: ~': , ~ ~ , =---+-f-_tt'=,..,-t-, --+--t--1-t--+-+-+----1!,,:r"'++-+-w+"'---, I ---+ -; IJ) l"-i ii t--+--+, -l---1-+-+--+-;;;¢>++,-++ ----~ rr,' 11 _,j .....,. Ln '7 lO !.i.l' >i .s.+ li,.F 8"VCF, 'f --! L---1-· --.... ··-·-+---+--+-+--,,.-4---~-H--+---+-+--H++-t-+--H,----1 - I _Jj ' ' - • -tF !'I_I ± I-(/) !Ir ... :::, ;:; lo : 8_ L&J - _, .. / .. ---...... tf,-1 ··- ..J i --l µJ ..+-Llj "' ! Ci>. --~--1---+m,--+--1!--+--+--+---+---c ►i• 2:! . .: ' C--<C--<~-·---+--+---· -+--!+-+--¥'-+!'"!fl."'-+-------+----l-.2f.lJ"'--.. --'1---1---1----!'--1--rt ...,. ...... : t ~ ' 1,3. 2+ ~F s•yc, ! ~ ~ ._,_. as 1 o rn ~ "' ,-, "" ~~ Ii ~ s; ~ rn " "o r 2'i ~ ,; Zi ! 5Qf-µ;;;i~,+~1t-t-t-t-t-l+--t-t-t-H---lt----lH---!---l---l---l---l---l---l~-1 ._10 651--+-~'---+--1--.+--...i~'--l-~--!-1--+--+-+--l----l---l--+-,--1---1-l--~'--+--+- -i' _ _!_·---•+--+----+--LJ.1+1-1 ---J".?~ ---+--!-1--i---L, -+--+--i-i---+--+---l--1----l--l-- >, N t--¼'4, m-f---l-+-+--+--!++--+--+-+--+-l--l-+---'--+--+--+--1----------•>--+- -1 • x. I() Lu "' !6• 2+ F 8 •vc., ___ : ___ _ ~ r- ~ ....1,... V1 .... ,. I--+---+-+--'--l---+---+--+----+---+---+---+---+--+-----1--+··· -.+--, ... "' -"'' 1---1---+-+-• --1---1--+--I--I-•• :9.b+ LF ... --+---+---+--+--, 8 "V • f> PROF LE sdALt: ! i : ··- • I •---a "VCP 6"ACP---j I t!, B"VCP ' ti, I 3 .l (!), 6"ACP---.I I i----w-----I 14"CI(ABANl~ 1 1 1-L------W- 10uVCP(A'BANl _ _ -\ • 1" ' \-r s ---l I l -w \ . -s----." -,, 10"VCP(ABANl~ ----~--+I'," 'j ~S---- -~ s 1/ ::_ ; --- --14 ·cr ( ABAN )7 CF_J ==-=~-:.:-_:t-t--~;----w---1 I I DRIVWAY 14 s I I G•cI----... R/W~ -------- I l/) Q "' .---B"VCP ~ 8 "CMP CF------... "' . I I vi ~ --8"VCP l..-f B"CMP w -·G - - - -G -, 6"STL-' t 9 R/W / -lo 6"CI-V> .._ 6"VCP---,i--.. r----r---... I I 12 1 I I (!) - --------1 I y-6"STL L------ --3'1-- 8' I/ RI~ ------1 I I 6 "C 1-----.J R/W~ U-R-✓W-----t I I --1 ,--/ .3. 2' I 4' -- I PLAN SCALE: 1 "-10' L------I PLAN SCALE: 1••10' --; 3',__, , I PLAN SCALE: 1"=10' BAYSIDE DRIVE-SITE II B II DRIVE-SITE II C II BAYSIDE DRIVE-SITE II D II ' BETWEEN. GOLDENROD AVE & HELIOTROPE AVE BETWEEN HELIOTROPE AVE & IRIS AVE BETWEEN JASMINE AVE & LARKSPUR AVE 0 ® © 0 FURNISH AND INSTALL 8" VCP SEWER WITH BEDDING PER CITY OF (D FURNISH AND INSTALL 8" VCP SEWER WITH BEDDING PER CITY OF 0 FURNISH AND INSTALL 6" VCP SEWER WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L PER PROFILE ABOVE. NEWPORT BEACH STD-106-L PER PROFILE ABOVE. NEWPORT BEACH STD-106-L PER PROFILE ABOVE. ABANDON EXISTING SEWER BY PLUGGING PIPE ENDS WITH CONCRETE © ABANDON EXISTING SEWER BY PLUGGING PIPE ENDS WITH CONCRETE ® ABANDON EXISTING SEWER BY PLUGGING PIPE ENDS WITH CONCRETE AND REMOVING TOP 5' OF CLEANOUT, SALVAGE ANO DELIVER CLEANOUT AND RIEM□VIN;G TOP 5' OF CLEANOUT, SALVAGE AND DELIVER CLEANOUT AND REMOVING TOP 5' OF CLEANOUT. SALVAGE AND DELIVER CLIEANOUT FRAME AND COVER TO CITY, FRAME AND COVER TO CITY, FRAME AND COVER TO CITY. REMOVE AND DISPOSE OF EXISTING FITTING AT MANHOLE BASE, © REMOVE ANO DISPOSE OF EXISTING FITTING AT MANHOLE BASE. © REMOVE AND DISPOSE OF EXISTING FITTING AT MANHOLE BASE. FURNISH AND INSTALL 8" VCP ''e BEND (45°) AND ''1& BEND (22.5° l FURNISH AND INSTALL B" \/CP 1,8 BEND (45°) AND ''16 BEND (22.5°) FURNISH AND INSTALL 2-2' 6" VCP LENGTHS WITH SPIGOT WITH SPIGOT COMPATIBLE WITH EXISTING BELL AND 2-2' LENGTHS. WITH SPIGOT COMPATil!LE WITH EXISTING BELL AND 2-2' LENGTHS. COMPATIBLE WITH EXISTING BELL. PULL JOINTS AS REQUIRED TO FOLLOW ALIGNMENT, PULL JOINTS AS REQUIRED TO FOLLOW ALIGNMENT. • ® · FURNISH AND INSTALL NEW 48"1, D, MANHOLE PER CITY OF NEWPORT FURNISH AND INSTALL NEW 48" I.D. MANHOLE PER CITY OF NEWPORT G) FURNISH AND INSTALL NEW 48" l,D, MANHOLE PER CITY OF NEWPORT BEACH STD-401-L, INSTALL ECCENTRIC CONE ON CAST-IN-PLACE MANHOLE BEACH STD-401-L CENTERED OVER EXISTING 8" VCP SEWER, INSTALL BEACH STD-401-L CENTERE:Er OVEF! EXISTING 8" VCP SEWER, INSTALL BASE WITH GRADE RINGS TO BRING FRAME AND COVER TO GRADE. ROTATE ECC~NTRIC CONE ON CAST-IN-PLACE MANHOLE BASE WITH GRADE RINGS ECCENTRIC CONE ON CAST-IN-PLACE MANHOLE BASE WITH GRADE RINGS ECCENTRIC CONE TO CLEAR CURB AND GUTTER. TO BRI.NG FRAME AND COVER TO GRADE, ROTATE ECCENTRIC CONE TO TD BRING FRAME AND COVER TO GRADE. ROTATE ECCENTRIC CONE. TO ·· CLEAR EXISTING 6" GAS LINE. REMOVE TOP HALF AND INTERFERING CLEAR EXISTING 6" GAS LINE. REMOVE TOP HALF AND INTERFERING @ EXISTJNG POLE TO BE RELOCATED BY OTHERS. COORDINATE WITH LOW~R PORTIONS OF EXISTING 8" VCP WITHIN MANHOLE BASE TO LOWER PORTIONS OF EXISTING 8" VCP WITHIN MANHOLE BASE TO CITY OF NEWPORT BEACH FOR IT'S RELOCATIO~. PRODUCE SMOOTH FLOW THROUGH CHANNEL. PLUG EXISTING PIPE PRODUCE SMOOTl-1 FLOW THROUGH CHANNEL.. PLUG EXISTING PIPE ,. AND FILL CHANNEL TO NORTHEAST WITH CONCRETE WHEN NEW AND FILL CHANNEL TO NORTHEAST WITH CONCRETE WHEN NEW @ FURNISH AND INSTALL NEW 48" r.o. MANHOLE PER CITY OF NEWPORT CONNECTION IS READY TO RECEIVE FLOW. CONNECTION IS READY TO RECEIVE FLOW. BEACH STD-401-LsCENTERED OVER EXISTING 6" VCP SEWER, INSTALL ECCENTRIC CONE ON CAST-IN-PLACE MANHOLE BASE WITH GRADE RINGS CONSTRUCT MASONRY WALL PIER STD-228-L AROUND BACKSIDES OF @ CONSTRUCT, MASONRY WALL PER STD-228-L AROUND BACKSIDES OF TO BRING FRAME AND COVER TO GRADE, EXTEND CONCRETE COLLAR TO ' ,. I i • I ! --- I i I MANHOLE COVER TO PROVIDE 2' CLEARANCE, MANHOLE.COVER TO PROVIDE 2' CLEARANCE. CURB AND FLUSH WITH TOP OF CURB. REMOVE TOP HALF AND "Tl ··-- MA I NTA IN ACCESS T 'o DRIVEWAY. INTERFERING LOWER PORTIONS OF EXISTING 6" VCP WITHIN MAN•HOLE •. ·.1 ~T' @ FURNISH AND INSTALL NEW 48"I.D, MANHOLE PER CITY, OF NEWPORT BASE TO PRODUCE SMOOTH FLOW THROUGH CHANNEL. PLUG EXfSTING BEACH STD-401-L, INSTALL ECCENTRIC CONE ON CAST-IN-PLACE MANHOLE PIPE AND FILL CHANNEL TO NORTHEAST WITH CONCRETE WHEN NEW • ',,. • 5' FURNISH AND INSTALL NEW 48"1.D, MANHOLE PER CITY OF NEWPORT BASE WITH GRADE RINGS TO BRING FRAME AND COVER TO GRADE, ROTATE CONNECTION IS READY TO RECEIVE FLOW. , ;, ~ 8 BEA"H STD-401-L. INSTALL ECCENTRIC CONE ON CAST-IN-PLACE ECCENTRIC CONE TO CLEAR EXISTING 6" GAS LINE, ' I ~ ~ ,.. m O MANHOLE BASE WITH GRADE RINGS TO BRING FRAME AND ---------------------------.~--------...;.----r--"T"------------------..-----------------""111! Ii~~ COVtR TO GRADE. ROTATE ECCENTRIC CONE TO CLEAR • ,,,;;::;=:::::c::::::,-._ a .'D....,'E APPROVED /l APPROVED ·~ .i ~ EXISTING 6" GAS LINE. ~~ESSt~ r._ l---+----1----'-----------+----I ,} J/1 /1 /,) IA /J 11sv "\~ • l!lll1CIIT1lill!EFllnG r/ / • I& f!L{&-1,,q BAYSIDE DRIVE SEWER lt.f'ROVEt.ENTS •1/j, 00 E,...., ~· t:Dl'IF'OAF111an 1---+---+--------------+---10£PUTY ~uti'Es DIRECTOR PUBLIC woRKs DIRECTOR ~ No, 1UJ♦ Ila 1901• llW!lLS'FIIEET P,O. 8013030 1----1-----1---~----------+----I R,d,f, NO, 46214 R.C.E, NO. /1..111 ~ • NEWPllllt -~• CALIFDANIA 92160-9020 DATE • 'l·Z,1·~1" DATE 9-U•'l'z ..,, --~~.,I' ;;JJ n,.~• 47t-~oo • E'! ,~ ~~ t: . 5~ ~ . 20,'4 I-D_A_T_E _,__BY--''------□-Es_c_R 1_P_r_ro_N ____ _J_AP_P_' -□ ·+D,,,E,..Srl G,,,N,,.E□---+.,.DR"'A"'"W_N --+:,,DE"'S"'[G.,.,N,,,.ED---+.,D.,..,RA.,,,W_N __ -I Phi I ip E:. Stone R,C.E. 11114 Date , REVISIONS CHECKED DATE CHECKED DATE PLAN ANO PROF I LE CITY OF NEWPORT BEACH PU8L IC WO!IKS OEP4RTMENT SHEET 2 OF 2 .