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Home My WebLink AboutR_5817_SVICINITY MAP NOT TO SCALE PROJECT LOCATION SYMBOL LEGEND --Q-POWER POLE QSMH SANiTARY SEWER MANHOLE 'tj' FIRE HYDRANT 0 WM -WATER METER BOX & SERV!CE 0 GM GAS METER ---0-V4LVE POi'IER POLE ANCHOR b, MONUMENT -x-x-x-FENCE -r:::r , , ::c* BLOCKWALL 0 TREE Q CJ SHRUBBERY -"" = = -=. ASPHALT PAVEMENT D@@:t BRICKWALK I: ·::. .• ·.:I CONCRETE ~LC///U/a BU!LDING _ _ _ _ EXISTING CONSTRUCTION PROPERTY LINE ---NEW CONSTRUCTION -·-l.-·-CENTERL!NE -· .. -11'-···-WATER LINE --E--POWER LINE -TEL -TELEPHONE L!NE --TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM :a: STREET LIGHT 7T SIGN p 9 GARAGE OPENING t:----:::::l V~NDOW * SPRINKLER 0 BOR!NG ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGATE BASE ACP ASBESTOS CEMENT PIPE ARV AIR RELIEF VALVE BC BEGIN CURVE CATV CABLE TV CIP CAST IRON PIPE CMB .. CRUSHED MISCELLANEOUS BASE CMP CORRUGATED METAL PIPE co CLEANOUT (SEWER) DIP DUCTILE IRON PIPE DWY DRIVEWAY E EAST EC END CURVE FE ftANGED END LF UNEA.R FEET N NORTH PCC PORTI.AND CEMENT CONCRETE pp POWER POLE PVC POLYVINYL CHLORINE (PIPE) RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY s SOU1H sco SEWER CLEAN OUT SD STORM DRAIN S1l STEEL SW SIDEWALK VCP VITRIFIED CLAY PIPE w WEST SHADING LEGEND 1:::::::::::::::::::::::1 2" AC 01/ERLA Y ~A COLD MILL ~ RECONSTRUCT 8" AC/6" CMS t:·},/~>::~'l PORTLAND CEMENT CONCRETE 1 e ru EMERGENCY TELEPHONE NUMBERS AGENCY BENCH MARK ELEVATIONS ARE BASED OF COUNTY OF ORANGE BENCH MARK 3K-46-91, A STANDARD OCS ALUMINUM DISK IN THE WESTERLY CORNER OF A CATCH PUBLJIC WORKS DEPARTMENT RECOMMEND APPROVAL NEWPORT CENTER DRIVE FROM SANTA BARBARA ROAD TO COAST HIGHWAY AND SAN N~CHOLAS DR~VE FROM NEWPORT CENTER DRIVE TO AVOCADO AVENUE RESURFAC~NG APPROVED: APPROVED: C-3561 ~ F PUBLIC WORKS R.C.E. NO. 36106 _,./ EE~.E. NO. 24967 f-1 i it~ ~ \~ (~~~ ~ .----.-rSl 1/ (/) -------.. f ( LOCATION MAP NOT TO SCALE RECOMMEND APPROVAL RECOMMEND APPROVAL I DATE: DATE: SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC 1ELEPHONE COMPANY TELEPHONE 1-800-624-8153 1-800-611-1911 611 BASIN AT THE NORTHEASTERLY PART OF THE INTERSECTION OF COAST r. 1~H=IGH=W=AY=AN=D=N=E~=OR=T=CT=N=TER=D=Rl~~(E=·~=V==9=5=.48=4='N=A=~=8=8~).==~l~~/4u~J== 1,0 ' ___'.'.:~~~~~~ I .u fila,1.,~~Jr- CALL TOLL FREE 1-800·422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH (UllLITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT 949-644-3011 714-962-2411 949-542-6222 1-800-422-4133 BASIS OF BEARING "iJTIU1IES DIRECTOR R.C.E. 25553 THE SEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6268 AND STATION GPS NO. 6279 PER RECORDS ON FlLE IN 1tl£ OFFlCE OF THE ORANGE COUNT/ SURVEYOR. DATE GENERAL srnv1cEs DIRECTOR j mANSPORTA 110N & DEVELOPMENT srnvicEs I, MANAGER R.CL NO. 22045 i DATE AQ;J l, e-003 DATE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OTHERV~SE STA TED IN lllE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACI'S SPECIAL PR0v1S!ONS, BE CONSTRUCTED IN ACCORDANCE \\HH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DA TE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY:NG THE ACTUAL lOCAllON AND ELEVATION IN 11-iE FIELD AT THE BEGINNING OF CONSTRUCTION. 3. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARlMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT {949) 644-3311. 4 .. STATIONING REFERS TO CENTERLINE OF ROADWAY UNUESS OTHERVJSE INDICATED. CONSTRUCTION NOTES (i) REMOVE PAVEMENT SECTION AND CONSTRUCT 8" AC ON 6" AB. ® VARIABLE DEPTH AC COLD MILL. @ 2-iNCH THICK AC PAVEMENT. 0 ADUST SEWER MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L ® ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF STD-511-l. © ADUST STORM DRAIN MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. 0 2-INCH AC COLD MILL. ® VARIABLE 1HICKNESS AC PAVEMENT. SHEET INDEX DESCRIPTION TITLE SHEET 2 HORIZONTAL CONTROL PLAN 3 CROSS SECTION SHEET j 4 CROSS SECTION SHEET 2 5 INTERSECTION DETAIL #1 -SANTA BARBARA ROAD 6 INTERSECTION DETAIL #2 -EL TORITD ENTRANCE 7 INTERSECTION DETAIL #3 -NEWPORT CENTER 8 INTERSECTION DETAIL #4 -FARALLON DRIVE 9 INTERSECTION DETAIL #5 -CORPORA TE PLAZA 10 COP.ST HIGHWAY INTERSECTION DETAIL BORING LOG BORING NQ" LOCATION LOCATION 8-i STA 11+75 8" AC ON 6' BASE 8-2 STA 12+00 8" AC ON 6" BASE B-3 STA 20+25 8"AC ON 6" BASE 8-4 STA 22+00 6" AC ON 6" BASE 8-5 STA 55+80 g• AC ON 6" BASE B-6 STA 56+80 6" AC ON 6" BASE 8-7 STA 53+30 9" AC ON 6" BASE B-8 STA 69+15 6" AC ON 6" BASE C-3561 R-5817-S SHEET 1 or . 10 (/ -:\ ""t-T (/1 r 4- 0 SCALE 1"=200' r STA 17+98.47 0.21' RT N= 2,171,279.7637, E=fi,065,914.8539 MONUMENT BENCH MARK 3K-46-91 ELEV_= \1~- 1,= 2,168,800.1312. E=6,065,650.0032 STA 9+99.14 0.88' RT N= 2,172,072.1495, E=S,065,891.6074 MONUMENT CENTERLINE INTERSECTION STA 69+36.57 EC END CONSTRUCTION \ \ \ STA 10+00.00 N= 2,171,402.9903, E=G,067,759.2326 / I STA 10+6.3. 96 BEGIN CONSTRUCTION STA 11+79.77 BC I -...._ STA 22+14.46=~-,c-;==~=-N=2;llO,SS0.!3193, E=6,068,813.9445 CURVE DATA ro R b,. L T 1 945.00' 72"25'36" 1194.56' 69L97' 2 1805.00' 40'41'58" 1282.16' 669.47' 3 805.00' 86'15'13" 1211.86' 754.01' 4 800.00' 53'08'59" 742.11' 400.17' 5 800.00' 53·32•00" 747.47' 403.53' 6 900.00' 33"30'39" 526.39' 270.96' 7 900.00' 16"15'12" 252.69' 127.18' LINE DATA !:,. LENGTH BEARING 1 81.99' N40"09'32"E 2 365.00' N12'59'27"W 3 289.71' N40"32'33"E 4 179.77' N80"14'39"W 5 123.58' N46'44'00"W 6 132.04' N62'49'12"W C-3561 ~ NEVVPORT CENTER DRIVE AND SAN IL....J.......J. _______ ...J._!j...J.;P~RIN~c1P~AL.:;;,c1~V1L~EN~G1Nt!"i'iErn~II NICHOLAS DRIVE RESURFACING R.C.E. NO. 43003 DATE '!:, I '!»I 03 HORIZONTAL CONTROL PLAN DATE BY DESCRIPllON AFP'D. DESIGNED DRAV.N SC SCRUMBY CITY OF NEWPORT BEACH R-5817-S REVISIONS CHECKED DATE I P.i_ 01 APR 2003 PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 O t, i l ' , If' 'I I 11 -1 NB R/W NB R/W NB R/W 65' VARIES 48.60' TO 51' i--------F'--'-U'-'L:c:L_Wl=D,;..TH.;__,r-i'lf-----i COLD MILL V VARIES 39' TO 48.60' FULL WIDTH 1-»-----'--"--'c'-'o""Loc-'--M"-IL-'-L-'--{ 2 1-------1 CENTERLINE CENTERLiNE ' I VARIES 0.40' RT TO 10' RT FOR LEFT TURN LANE ' ' 1 o· 1 o· 65' 40' FULL WIDTH i-------.....C,::.,:::.:;,...c.c=-:..:.__i 2 !--------, COLD MILL 40' FULL WIDTH i-------~Cc.,.O.ccLD'-'--M-"IL-L-'--{ 2 1------i [3) n-.. ' ------+-I --r-., --T:1 t-:\3 ~f ,, ;_,_.d~~jz;Z~2<~pf] ~pi!] -L•l-if=,,;;~~wi.7i""-'°~·•ctf ~ ,_------ r· f:',<'·•·"''.·, ·9 .. ,.11 ----·~ _p-...: ........ --· ~ l f'.>)<'.{•-:A,,;y:! I -·----~----~ CROSS SECTION B SB R/W SB R/W NB R/W NB R/W NEWPORT CENTER DRIVE "--0 STA 12+00 TO STA 12+73.34 34' RT -8' ~,lDE STA 13+40 TO STA 13+50 31' RT -10' WIDE STA 14+35 TO STA 14+50 30' RT -12' WIDE STA 12+50.0D TO STA 15+50.00 N.T.S. FULL WIDTrl --------,,=-;::-;-,;,-,--\71-----.....; COLD MILL 10' CENTERLINE VARIES 2' LT TO 1 O' RT FOR LEFT TURN LANE 65' VARIES 40' TO 52' FULL WID1H , _______ 1 i--------==_,,.,.,,..,.---,· 2 ~ COLO MILL SB R/W NB R/W I ' [3'> r,---r,;-1-----7 ~ /2'0 t·• l.j (.j 3 •--....... /./ __..,.,, ,.L: r ~ '\"-. • --"'"1h2~r~:2·~.!@7ffe~'""""'"~ .,,,cJs s·t;f CJ ~1~~~~¥1r~;~"''i·7c&TcD - NB R/W 7 I ----····----__ I SEE DETAIL A__/ L ____ ---K0:~f~·I I "\- EXISTING C&G ......1 I ------------· -------"~-~,;8---------_ _; '\_ EXISTING C&G 651 VARIES 39' TO 51' CROSS SECTION C ~ NEWPORT CENTER DRIVE --0 STA 14+50 TO STA 14+73 30' RT -12' WIDE STA 15+50.00 TO STA 17+60.00 N.T.S. STA 14+73 TO STA 14+93 33' RT --6' V~DE STA 22+25.00 TO STA 24+60.00 STA 15+69 TO ST.A 17+14 34' RT -8' V.IDE STA 29+00.00 TO STA 32+25.90 STA 23+62 TO STA 23+ 77 33' RT -5' \MDE CEN1ERLINE VARIES 2' l,T TO 10' LT FOR LEFT 1URN LANE 1 o· 40' SB R/W _ -....... .J3) • •. . • .·.. . ·.··•· .... · ·.· ... · .. ··.•••· •··· ... ·.· .•· .. · .•.q-·• ...• ---·-------.-. -.• -.. ·.'.·.·.·.Z".· .•. • .•• --· T ••. ·."·.,·' .. ·· .... · .· ·.· .. · .. · .... ·3.·. . . . . . y.··. . 3/ .. 8" LIP T.YPICAL •------/7'-" rJ U t l-..~77:1"'77~-~~~; ~ === ""==~ --- r. ~T ~ __/7 1 ----------·--------' SEE DETAIL A L ____________________ • • 1 \ .:.Xb ,ING c.&G I_ ----------· J '--EXISTING C&G CROSS SECTION D NEWPORT CENTER DRIVE STA 18+30.00 TO STA 20+32.14 STA 25+80.00 TO STA 29+00.00 N.T.S. CENlERLINE 65' 39' 10' 10' 65' 40' I FULL WiDTH r:;---, 1 -~,~------~C~O~LDcc-cM~IL~L---t"3..;~----•-•I I STA 20+32.14 TO STA 22+25.00 N.T.S. 65' VARIES 39' Tb .. 5f FULL WIDTH i--------_=.;=,..c..:c:..c..c--12 l------1 COLD MILL CENTERLINE 10' STA 50+60.56 TO STA 52+96.02 CENTERLINE 65' 39' VARIES 2' LT TO ,·ULL WIDTH ,__ ______ c..;:,_:c;;__c.c..c...c_-{ 2 }----.-....., COLD MILL CROSS SECTION G NEWPORT CENTER DRIVE 65' 40' FULL WIDTH ------'--"--''c-=--'-,..C..C.-'--{ 7 )------COLD MILL 651 40' ,.... _____ _.,;_cFU:..:L:::L_Wl.c...c.D..:..THcc, -l 7 1------I COLD MILL STA 52+96.02 TO STA 59+40.0D N. T.S. SEE NOTE SHADING LEGEND SB R/W I SB SB R/W I CONSTRUCTION NOTES 1:::::::::::::::::::::::1 2" AC OVERLAY vm COLD MILL CD REMOVE PAVEMENT SECTION AND CONSTRUCT 8-INCH AC ON 6-INCH CMS. VARIABLE DEPTH AC COLD MILL. 2-INCH THICK AC PAVEMENT. 2.-!NCH AC COLD MILL. DATE ~ RECCNSTRUCT 3"AC/4" CMB I/~ PORTLAND CEMENT CONCRETE, BY DESCRIPTION REv1SIONS DETAIL A NOTE; WHERE GRINDING TO MEET THE EDGE OF EXISTING GUTTER, FLUCTUA 1lONS IN ELEVATION MAY EXIST AT THE GUTTER EDGE. A SMOOTH DRIVING SURFACE SHALL BE CREATED BY ALLOV,1NG THE PAVEMENT LIP TO FALL BELOW THE EDGE OF GUTTER (D.03 FEET MAXIMUM BELOW THE GUTTER EDGE). FOR FLUCTUA llONS LARGER THAN 0.03 FEET CONSULT fHE ENGINEER FOR AN APPROPRIATE COURSE OF ACTION. C-3561 PRINCIPAL CIVll ENGINEER R.C.E. NO. 43003 NEWPORT CENTER DRIVE AND SAN NICHOLAS DRIVE RESURFACING CROSS SECTIONS SHEET 1 DATE :,;/::,/ /c:};; APP'D. DESIGNED DRAWN SC SCRUMBY CHECKED DATE FT 01 APR 2003 CITY OF NE\NPORT BEACH PUBLIC WORKS DEPARTf,rlENT R-5817-S SHEET 3 OF 10 ?'< I (I' Cl --r (I -d NB R/W NB R/W NB R/W NB R/W 65' VARIES 39' TO 42.42' FULL WIDTH i--------C:c0,.,-L 7D...,~""11'""'LL--1 7 ;-------,,-; CENTERLINE I VARIES 2' RT TO 10' 65' 40' FULL WIDTH f-------~~---;-';;c~-{ 2 1--------1 COLD MILL STA 60+20.00 TO STA 62+28.53 N.T.S. 65' VARIES 39' TO 42.42' I ________ F,,.U_L:ccl-::-c\~1ccDc-cTHc--(i'------,' ' COLD MILL 0 I VARIES 6.58' TO VARIES 6.62' TO STA 62+28.53 TO STA 62+62.46 39' FULL V,1Dl7i f--o-------=c"'oc:;'L';c;D""•,::117:LL--{ 7 ~----; 10' CENTERLINE VARiES 2' LT TO 6.52' RT FOR LEFT lURN LANE 65' VARIES 40' TO 43.38' FULL 'i'@.]::1__(2) • r--------;::co:;:;,L-;;D~Mlll 'J-----I N.T.S, 65' VARIES 43.38' TO 52' CROSS SECTION J NEWPORT CENTER DRIVE STA 62+62.46 TO STA 64+20.00 N.T.S. 65' VARIES 39' TO 63' FULL WIDTH , ---------,.-='c-'c-'c---!71------COLD MILL CENTERLINE VARIES 2'RT TO 10' LT FOR LEFT TURN LANE 10' STA 65+20.00 TO STA 67+91.51 55' VARIES 43.38' TO 52' , FULL WIDTH i-------',c"'oc:',L',:-D-':M'::1:-':LL--{ 2 l--------1 N.T.S. SB R/W SB R/W SB R/W NB R/W NB R 1W I 65' 39• FULL WlDTI-1 , -----1 COLD MILL (! r 10' COL½\-, MILL V::,/ -- 50' 38' CENTERLINE 10· 10' CENTERLINE CROSS SECTION ~JI SAN NICHOLAS DRIVE 65' 40' FULL WIDTH r--------,C'""O:;.,LD;;--:-M-;:;IL--,-L--\ 2 ~----i 50' 38' 1 10' COLDQ ---MILL-\~.r- SB R/W SB R/W STA 10+63.96 TO STA 22+14.46 . N.T.S. 13' P0LL WIDTH ------c"'o,:--LO::-,-:M:;-ILL,-----{0J---<>-t CROSS SECTION N NEWPORT CENTER DRIVE N.T.S. CONSTRUCTiON NOTES SHADING LEGEND (i) 0 0 0 REMOVE PAVEMENT SEC110N AND CONSTRUCT 8-INCH AC ON 6-INCH CMB. VARIABLE DEPTH /\C COLD MILL 2·-INCH THICK AC PAVEMENT- 2-INCH /\C COLDMllL l:::::::::::::::::::::::J 2" AC OVERLAY E22Z1 COLD MILL B888J RECONSTRUCT 3"AC/4" CMS tD·/Ft,;'I PORTLAND CEMENT CONCRETE EXISTING AC 17' FULL WIDTH i---------c,,-,o"'L""o .,..M,,...IL,-L ----~.;-----i CROSS SECTION 0 NEWPORT CENTER DRIVE N.T.S. ,~'i /~-' -~ -,.zZ73'?u/5:fZ';:'::07~:;;~,!s--:-:.":· 7;;~' ::;;:;;;;:,' c: ,. ,. ,-:·: C:::::::2.c' -, :::', .. --:tr=· --------------------------------~- ---------------------------- DETAIL B HEADER CUT COLD MILL N.T.S. C-3561 'i NEWPORT CENTER DRIVE AND SAN I . NICHOLAS DRIVE RESURFACING CROSS SECTIONS SHEET 2 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT R-5817-S 'SHEET 4 OF 167 ' ...... ...J I (f'l ------R/W~ SCALE 1"=10' CONSTRUCTION NOTES VARIABLE DEP1H AC COW MILL. ADUST SEl'IER MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L ADJUST WATER VAL VE TO GRADE PER APPLICABLE PORTIONS OF SID-511-L. VARIABLE THICKNESS AC PAVEMENT. I I I ------------- --RIDGEL!NE / I I CENTERLINE INTERSECTION, . . ,:, _ STA 10+00.00 NEWPORT CENTER DRIy~- STA 10+00.00 SANTA BARBARA ROAD~ (N= 2,172,071.1214, E= 6,065,892.255,) DRIVE ! I ' .,, I «: I z 0 F (.) w VJ 0 0 (/) • Ul Oo "' 0:: +u 0 ~z <(0 !-W "' m R/W-.._ .. .. -• ,,_ . ,-----··--~.;,.;;;: ""''··----:-· ' WEST !·· -· ·,.,_J_,,._ ~--··---- NOTE, (.,J '" 'v./ 170 FEET TO ALL ELEVATi□NS LISTED FDR ACTUl\L ELEVATIONS, ADD v ON THIS SHEET, C-3561 NEWPORT CENTER DRIVE AND SAN NICHOLAS DRIVE RESURFACING INTERSECTION DETAIL 1 -SANTA BARBARA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5817-S SHEET 5 OF 10 - (11 CONSTRUCTION NOTES @ VARIABLE DEPTH AC COLD MILL ® ADJUST WA1ER VALVE TO GRADE PER APPLICABLE PORTIONS OF STD-511-L ® ADUSf STORM DRAIN MANHOLE TO GRADE PER APPLICABLE PORTIONS OF SID-111-L @ VARIABLE THICKNESS AC PAVEMENT. I - R/W-7 SCALE 1"=10', ' \\ \ -- \ \ \ R/W~ - FDR ACTUAL ELEVATIONS, ADD !70 FEET TO ALL ELEVATIONS LISTED □M THIS SHEET, C-3561 11---1~------+---u~a~o-! NEWPORT CENTER DRIVE AND SAN l!--.J--J.. _______ _J..~HP~RIN~CIP~AL~Cl\ilf.t,Llf,6EN~GIN~E£R;-U NICHOLAS DRIVE RESU RF ACING ll---1-------!l---------+----<IDATE nE:., i·-4w INTERSECTION DETAIL 2 -EL TORITO EMTRANCE DAlE BY DESCRIPTION APP'D. DESIGNED REVISiONS CHECKED DRAWN SC SCRUMBY OAlE FS 01 APR 2003 CITY OF NEWPORT BEACH PUBLIC \!VORKS DEPARTMENT R-5817-S SHEET 6 OF 10 ii I f --------<R/W - ------- SCALE 1'=10' ------ - CONSTRUCTION NOTES @ VARIABLE DEPTH AC COLD MILL @ © 2-INCH THICK AC PAVEMENT. ADUST SEWER MANHOLE TO GRADE PER APPL!CABLE PORTIONS OF SID-_111-L @ ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF SID-511-L. (j) 2-INCH AC COLOMILL @ VARIABLE THICKNESS AC PAVEMENT. \ \ l Vi - / I I FDR ACTUAL ELEVATIONS, ADD 100 FEET TO ALL ELEVATIONS LISTED ON THIS SHEET, ~"S fo.PPROVED r'l'\lll'= Io ~ 1 11 C-3561 NEWPORT CENTER DRIVE AND SAN NICHOLAS DRIVE RESURFACING INTERSECTION DETAIL 3 -NEWPORT CENTER l & ;f,;_J.; \J-:4. l R.C.E/ NO. 43003 "' fi'gclf'✓.Z...: 21 • I DA TE 2 /3! /4, 3, 1 • No. 43003 1/ 1\...-.!--~-----------!~-!·~;;,;;;;-;;=·-:.;;:~-;;=:==!~=-=-==-==============;i=:=::'::=':'::"':;'==/I ~-J>-trJJ• 03-31-04 -/ l DA1E BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NE'MPQRT BEACH R-5817-S ~ CJVlL~,7 l1F -....!.-....!.---~R~E\il~~~,,ON~S------'---ti:':cH:-::eE,;::CK;:,:ED;;---'s;,;,c,tD;:-;:A,;;,TE,_.;;S,;;;,CR"'UM"'8-'iYI V V l -FS 01 APR 2003 PUBLIC \IVORKS DEPARTMENT SHEET 7 OF 10 CONSTRUCTION NOTES VARIABLE DEPTH AG COLD MILL ADUST SE'l',£R MANHOLE TD GRADE PER APPLICABLE PORTIONS OF SiD-111-L ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF STD-511-L. VARIABLE THICl<NESS AC PAVEMENT. "",---V ::-~---_ L_ \I, __ __,_,__ \ \ \ \ NEWP,ORT \ \ --::~'"-••. • -v--,-' •,---· ··,-·------, '··.::e-.\--~---==-"~"'" ,:_~'._,,.,-~----~-------~;:':·L=c:· ---·•1•)'•·••·· .,, i:o "'i ' s---~-+----\'--15H VCP \ ::= NOTE, ' ' • SEWER -~l--=----'s. \ ~ 63" RCP \ STORM DRAIN \ I V-----·-··· ' ' .. _y ---L--- R/W~ FDR ACTUAL ELEVATl□NS, ADD 110 FEET TD ALL ELEVATIONS LISTED ON THIS SHEET, \ \ ' CENTER ' \ \ \ ' \ SCALE 1"=10' 12" ACP--. WATER ~ / I I I - / 12"1 ACP, -, WATER 12" ACP ~--- WATER ·~~ \\ . /. \, \ \ DRIVE 15" VCP -+-------'---s ', ___ --------- ! / / i \ ---------S/-- 61 ' C-3561 NEWPORT CENTER DRIVE AND SAN NICHOL.A.S DRIVE RESURFACING INTERSECTION DETAIL 4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5817-S SHEET 8 OF 1Q , ... ..... I V, CONSTRUCTION NOTES 0 © ® ® VARIABLE DEPTH AC COLD MILL. ADUST SEIVER MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-l. ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF STD-511-L VARIABLE THICKNESS AC PAVEMENT. ----- ------ R/W----.._ -~---- FOR ACTUAL ELEVATIONS, ADD 100 FEET TD ALL ELEV?\TIONS LISTED ON THIS SHEET. SCALE 1 "~1 O' I . I ~\ l C, 0 <;, <:."" "-{", q,'k <:) ?~ ' 'o <o· y<o· ,I " ,-,\ I \~ \ \ / \ \\' \ I\ \ \ ----- V I \- __ __:_-----~ DRIVE P'<°':,_0 ' .;:"" ~"""' [ *~ ~$ A (;_ I< <:) •f!}I'\ ':! . 7i'b· ,I / --- ) R/W~ --------------- --···-~-,~'F~~~:m-""7i'-"'F""=r~=~~====y~.._-c====="i)=-===-=-=~--=-~C;:,:,:-3~5~61~ ' /4,e-,~fF~SJ~~~e; APPROVED NEWPORT CENTER DRIVE Af\JD SAN Ill"'~ tw.·~ PRINCIPAL CML ENGINEER NICHOLAS DRIVE RESURFACING \\°'"' --......,ii§· 11--+-+------------..!,.--il R.C.E. NO. 43003 ~ ~~·oa~fill.?o4 ~ □ATE INTER$ECTION DETAIL 5'-CORPORATE PLAZA ~<.!'~ CIVIL ~-DATE SY DESCRIPTION APP'D. DESIGNED SC ORA\INSCRUMBY CITY OF NEV\/PORT BEACH R-5817-S ~ Op CJ,l,ii~,,;::; REViS!ONS CHECKED DATE PUBLIC "✓ORKS DEPART"'ENT =...,-FS 01 APR 2003 ,, ,v, SHEET 9 OF 1 Q ' -- .-21~' VCP / SEWER R/W / --- _,.,.-SA'v/CUT AND J□IN (S.o , .. ~ -~ I I i I I if 1-i, i I , 14' CATCH-"" I II BASIN "'s , ' I : I I 1 I I I '/ I I ~ I' k. I I ·,, STA 70+44.93 END CROSS. SECTION L / r _L,_ __ s--------------s--------------s------- COAST NOTE, FOR ACTUAL ELEVATIONS, ADD 90 FEET TO ALL ELEVATIONS LISTED ON THIS SHEET. CONSTRUCTION NOTES @ 2-INCH THICK AC PAVEMENT. 0 2-INCH AC COLD MILL 18" RCP STORM DRAIN -15"' VCP _,.,. SEWER I 12" ACP WATER r I ' .::• , I \ \ \ \ \ --R/W 21" VCP ~ SEWER ------~-----S-'---------------s-----"'----- '\. G . ~ ~ .s !::! HIGHWAY ENGINEER R.C.E_JO. 43~ 11-~--+----------'"""'ll-"""IIDATE 'j L'!:, J L!? 3 s---- C-3561 NEWPORT CENTER DRIVE AND SAN NICHOLAS DRIVE RESURFACING COAST HIGH\IVAY INTERSECTION DETAIL tl ;:~j;~~-"" ~~=~ □ATE BY DESCRIPTION APP'D, DESIGNED SC DRAll'NSCRUMBY CITY OF NEWPORT BEACH R-5817-S ~, REV:SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 QOF 1 O !'=,,,=====-== =-=--=~~==============================================~===========db,=~~~~=4==============='1===~FS~~01,,flA~PR~2~00~3!!=============~=="===~=""