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Home My WebLink AboutR_5870_SCITY OF COSTA MESA ~ VICTORIA ST (D , - 0:: 0 (D 0:: <( :c JOHN WAYNE "'-;~ AIRPORT ;() 1'~ ~}-C'-1{,: ~u: ~a "' CITY OF IRVINE PUBLIC WORKS DEPARTMENT NEWPORT HEIGHTS, CLIFFHAVEN~ SEAWIND, AND PACIFIC VIEW PAVEMENT REHABILITATION P1ic1r1c 0 PROJECT LOCATIONS VICINITY MAP NOT TO SCALE SYMBOL LEGEND -&- Osco QSMH POWER POLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE DC[,4/V ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE RECORD DRAWINGS '(j Bl \1/M 0GM FIRE HYDRANT WATER METER BOX & SERVICE GAS METER VCP RWV FE VITRIFIED CLAY PIPE RESILIENT WEDGE VAL VE FLANGED END These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. --0-------VAL VE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCKWALL ~ TREE 1. I CONCRETE EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION -_<;__ -CENTERLINE -· _s ____ SEWER LINE -----W-----WATER LINE - - -G - - - GAS LINE --E --POWER LINE -T--TELEPHONE LINE MJ NTS RT STL ABAND IP&T MON CATV DWY co ARV B/APPR EV SW WWF MLCCSP MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER) AIR RELIEF VALVE BACK OF ALLEY APPROACH ELECTRICAL VALVE SIDEWALK WELDED WIRE FABRIC MORTAR LINED CEMENT COATED STEEL PIPE -CA TV-CABLEVISION LINE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE }::): STREET LIGHT €') 4"A.C. CORING INFORMA llON -u-SIGN MC\\l!l MESA CON SOLID A TED WATER DISTRICT SPRINKLER sco SEWER CLEANOUT 24" 24" 4" AC/4"CIAB DETAIL B -ROLLED CURB AND GUTTER DETAIL A -AC SWALE NTS NTS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUlHERN CALIFORNIA EDISON COMPANY SBC CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SERVICE ALERT MCWD IRWD (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-338-2060 (800)-422-4133 (949i-574-1000 (949 -453-5456 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-38B-2000 (800)-422-4133 (949)-631-1200 I CUtF DR NEWPORT HEIGHTS (3) i' ' ' ' BIG CANYON RESERVIOR HILLS i I; '' I,, PACIFIC VIEW DRIVE (1) ROAD C-3677 APPROVED: c· / C-:OrRECT DA TE: _.:::5;...-....c/_8:_-_o_5' __ _ --· i OF PUBLIC WORKS R.C.E. NO. 36106 --~ CUL C[Jf'F I • ""IJE SAC 1 kiNJJs OR ROAD HIGWAY , I '' CLIFFHAVEN (2) LOCATION MAPS NOT TO SCALE CURB AND GUTTER~ I' \ 1 3/8" UP...__,_ I \ I,•, 'L _ __,,----- LAC PAVING 1 ,, . I L..__.,_ _____ ~ __ J DETAIL C -3/8" LIP AT EDGE OF GUTTER NTS ' ' ', I I :, PORT RAMSr··. ' PLACE ( ' LACE Ri CARLISLE PL ~ EEN PLACE OlJRNESS PLACE SEAWIND (4) 24" 24" NTS APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR APPROVAL RECOMMENDED ;f;j(U.iz UTILITIES DIRECTOR R.C.E. NO. 25553 DA TE 'lJ/4r Ir, z ,n, L GENERAL NOTES 1. AUL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHAUL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION." 2003 ED\TlON AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. 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 THE BEGINNING OF CONSTRUCTION 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C--3250, TYPE V. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. 8. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLEO FOR IN BOTH. ANY WORI< NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. AUL ASPHALT CONCRETE PAVING SHALL HAVE A 3/8-INCH LIP PRESENT AT THE LIP OF THE GUTTER AS SHOWN IN DETAIL C ON SHEET 1. 10. DUE TO THE THICKNESS OF THE EXISTING PAVEMENT, NO SUPERTRUCKS SHALL BE USED AT ANY TIME UNLESS APPROVED BY THE ENGINEER (SEE SPECIFICATIONS). 11-DIGOUT QUANT\TlES ARE LISTED IN THE PROJECT PROPOSAL AND SPECIFICATIONS. THE ACTUAL AREAS ARE PAINlEO IN THE FIELD FOR BIDDING. CONSTRUCTION NOTES CD PROTECT IN PLACE CD VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. 0) COLD MILL AC PAVEMENT 1-INCH AND PCC PAVEMENT 2-INCHES TO A TOTAL DEPTH OF 3 INCHES. © REMOVE EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB SID-182-L ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY © CONSTRUCT 1-INCH ASPHALT BASE COURSE (!_) INSTALL GLASS GRID 8501 PAVEMENT REINFORCEMENT. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC OVER 4" CMS. © CONSTRUCT AC SWALE PER OET AIL A ON SHEET 1. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF SID-511-L. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF SID-111-L. @REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB SID-142-L. @coNSTRUCT PCC CURB ACCESS RAMP PER CNB SID-181-L-A, CASE E. @ REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CROSS GUTTER PER CNB sm-1 B5-L. @REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUTTER PER DETAIL B ON SHEET 1. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 8-INCH CMS. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 6-INCH CMS. @ REMOVE EXISTING PAVEMENT AND CONSTRUCT 8" THICK, 4' WIDE PCC RIBBON GUTTER PER DEHlL D ON SHEET 1. @ CONSTRUCT CAL TRANS TYPE "E" LOOP DETECTOR. @ ADJUST SURVEY MONUMENT TO GRADE. @coLO MILL AC PAVEMENT TO A UEPTH OF 2-INCHES. @coLO MILL AC PAVEMENT TO A DEPTH OF 1.5-INCHES. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 10-INCH CMB. c• 1------------------------------.,,~, .. -,,., ....... ,,.~·.,.:,;oi ..... _ .... ·r:_ SHEET INDE)( 1 111lE SHEET 2 ORANGE A VENUE 3 CLAY STREET -ORANGE A VENUE TO WESTMINSTER A VENUE 4 CLAY STREET -WESTMINSTER AVENUE TO SAN BERNARDINO AVENUE 5 WESTMINSTER AVENUE -STA 10+00.00 TO STA 19+00.00 6 Vc'ESTMINSTER AVENUE -STA 19+00.00 TO STA 27+89.63 7 LA JOLLA DRIVE 8 CORAL PLACE 9 CLAY STREET -ST. ANDREWS ROAD TO 15TH STREET 10 PIRATE ROAD 11 SNUG HARBOR 12 SIGNAL 'ROAD 13 SAINT JAMES ROAD 14 15 16 17 18 19 20 21 22 23 24 25 26 APPROVAL RECOMMENDED SAINT JAMES PLACE KINGS ROAD AND CUL DE SACS 1 & 2 SPY GLASS HILIL ROAD; POR r DUNBAR PL & PORT HARWICK PL PORT DURNESS PLACE PORT DlJRNESS PLACE (COMTINUATION) PORT WHITBY PLACE AND PORT RAMSEY PLACE PORT ABERDEEN PLACE PORT CARLISLE PLACE PORT LERv.1CK PLACE PACIFIC VIEW DRIVE -STA 10+00.00 TO STA 19+00.00 PACIFIC VIEW DRIVE -STA 19+00.00 TO STA 28+00.00 PACIFIC VIEW DRIVE -STA 28+00.00 TO STA 36+50.19 MAReUERITE AVENUE -SAN JOAQUIN HILLS ROAD TO PACIFIC VIEW DRIVE APPROVAL REC~EN C-3677 u; ,, I t'. .. ,. '· TITLE SHEET ~.J..W\.~~ ,· PRIN PAL C/ L ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, TRANSP & DEV SERVICES MANAGER R.C{:_.NO. 46214 SEAWIND AND PACIFIC VIEW REHA ,,;c R.C.E. NO. 2204s i.:.;DA;,;,;;TE.,:~~-~IS.~-~o~S,~;;;;;;;;;;;;.S----------.------liB r DATE N\~ 1e,zoo!> DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH CHECKED DA'IE MS 1-PUBLIC WORKS DEPARTMENT R-5.870-S l) CL ~ ~ ~ ~ ~ .... "' "' 0 ~ co "' ..... co 0 ~ "' -.,.: .,.: .,.: .,.; "' «J .,.: ~ m a, a, --a, N a, ~ ~ .::,u a, ~ ~ -~ 0 m co ~ --'----C-----· 0 co --..,, ..... ~ ~ ,-..: l--- "' co .... ~ ~ co _,,,.-..... 0 ~ _.,,,..-~ .,; _.,,,..-"' co ~ ~ ..... "' ~ 0 -✓ '(_ ~ -"' .... co ~ «J -"' "' "' .... ~ ~ "' ..... .,.; .,.; .,.; .,.; "' "' .,.: ~ c,j EXISTING SOUTHBO ND ~ "' .,.: a, m a, a, ('\C> .... -..... a, ~ ~ ~ ~ ~ ' ~ -t.U ~It-;:::: "! a, v, --co <D v .. "' ~ 0 / ~ ~ ..... "' ;,; a, .,.; ~ _.,,,..-"' ~ --,n ..... ~ ci ~ f'IA 7v _.,,,..--~ -. L------- ~ c,j "' co ---a, ~ --, A ~ I ' co co _.,,,..-/ L-,----"' «J ~ ~ .,; 0 co "' ~ ~ 00 _,,,.-/~ a, ~ ~ "' ~ ~ ~ ..... a, "' I'-EXISTING AN ~ ~ "' .... "' r--~ ~ «J ;:::: 0 "' ..; a, ..... ' PROPOSED <;> .,.: .,.: 0 ~ ~ .... .,.: a, ('\ <> ~ ,-..: ,// C/L GRAUE -N ~ a, a, ~ "' ~ --~ ..... N ~ ~ a, "' ~ a, ~ "' .,.; ~ a, a, ~ --,n ..; ..... a, ~ ~ -' C----f'I A /v ~ --- «J co ----' L------«J ~ -~ ..... I-- "' 0:, --, A -"' ~ , ' ~ "' / 1'i 0:, / ~ ~ ..-; --< 0 0:, ~ ci / "-----E ~ _.,,,..-0:, 00 ISTING NORTIHBOUND EG ELEVATION "' ~ / -:::-c,j / ~ "' ~ ,/ ~ 0:, «J 0 ..... ..... / .,.: ~ --,n .,.: ..... / 7v ~ _.,,,..-------, A -/ T PROFILE SCALE HORIZ: 1 "=40' ~ ..... VE RT: 1 "=8' ~ -------------------------------~-----------_,_ _____ _L_ ____ ~c_ ____ _j_ _____ _,_ _____ _L_ _____ L_ ____ _j_ _____ _,_ _____ --'---------L_ ____ _j_ _____ __[__ _____________________________________________ _j~ CONSTRUCTION NOTES ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY, ® CONSTRUCT AC SWALE PER DETAIL A ON SHEET 1. @) INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF SllD-511-L @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L, @ COLD MILL AC PAVEMENT TO A DEPTH OF 2-INCHES. I I I I I 10+00 I 11+00 SCALE 1''= 40' 12+00 13+00 14+00 15+00 STA 14+77,33 END CONSTRUCTION No. 65081 Exp, 09-30-05 u', ~~ NORTIHERL Y PL NORTHERLY PL I 15' SOUTI-IERL Y PL 80' 25' C/L 25' 15' I ,,--PROTECT IN PLACE -------------I ~~~2'c:ZZZ:lmi===± 0/==EX=IS=ll::;NG;;;:;PA=V=EM=E=N=T::::Jlee;;:ci0tJ I '-~~__j -EXISTING PAVEMENT 5" AC/14" AB TYPICAL SECTION STA 10+00,00 TO STA 12+76,57 NTS 80' SOUTI-IERL Y PL I l'J :, R +' ::, P'1 111 <[ I 111 +' ..I: OJ w I +' '-0 o_ " w z V) I 0 r-- OJ Ln I Ct' LJ 1/1 +' ..I: OJ -w I +' '-0 o_ " w ! 20' 20' C/L 20' 20' ! z □ _Q 0 ..I: w Ct' TYPICAL SECTION STA 13+08.70 TO STA 14+77.33 NTS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. +' w '" '-+' V) Ln 0 I "' 0 0 ru V) 0 ..... OJ Ln Ct' □ 111 +' '" w '-+' V) □ 0) C '- '" w C 0) C w n R R REF: TRACT 1220 C-3677 8 ~~~-~---------------------------------------------~o 1' NEW DIGOUT APPROVAL RECOMMENDED ;" ~ PLAN SHEET -ORANGE AVENUE d ..I: V) PRINCIPAL CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, n R,C,E, NO, 46214 i;: DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB \ii 1---l--l-------------l--+===:::::::::;;::====::.J__ _________________ _jl/1 1--D_A_TE~_BY~ ____ oE_s_cR_1P_Tio_N _____ ,LA_PP_'D_. +-D-ES=IG~NE~D---=s-=--ic _0 R_A_WN-=MG:c.:R:..:.:AC:::..:..i1A CITY OF NEWPORT BEACH R-5870-S ~ _________________________________________________________________________________________________ -----1 _________ RE_V1_s1_0N_s _______ -----1_cH_Ec_K_rn _ __.1,4,,,s_1D_A_~._.,5__.1,4._.,AY'---='20,.,_05"'L__:_P_:_U=-BL=l-=-C__:_W__:_O::__:R_::K_::S=--=-DE=P__:_A_::R_:_T__:_M__:_E:::_N__:_T_Ls_HE_ET_2...__o_F~2~6~~ ~CIVIL~½ '-""' OF CAL~1// ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ co "' ... <O ... "' ~ ~ ~ 0 co 0 0 0 "' "' co "' "' co r::: "' r---N N c--i ~ r---~ "' 0 ~ ...... -0 0, to co r---"' r---~ "" co ci ci r---r---<O "' "' "' 0 0 ci ci ci "' ~ ~ "' "' "' 0, ci ~ ~ ~ ~ "' "' "' ~ ~ ~ "' a> -"' 0, 0, = v• "' = 0, "' 0, ~ ~ ~ ~ ~ ~ ~ ~ ~ a> : 0 ... ~ ~ r---N u=; ~ 0, a> ci <O ~ ci ci ~ 0, 0, 0, ~ ~ ~ ~ .... -ci ,., ,,., ---- ----------------EXISTING sou· !BOUND EG ELEVATI NS ---------,., ---._._ ~ <D ~ N N 0, "' ~ ~ ~ ~ ~ -~ <O N "' r---N ... ~ ~ ~ ~ ~~o, ~ ~ ~ <O 0, -"' "' "' .... ~ -~ 0, -: : ' • ' • ' ,, --m 0, a> a> a> a> a> ----~ ~ ~ ~ ~ 0, 0, 0, 0, 0, 0, 0, 0, ci ~ "" ~ ~ ~ ~ ~ ~ ~ ~ 0, ,..,.. ~ ' ._,L ' / -----'-,., ,., ..,v 1..1\1'-' II I ~y r '" "I" "n"• ~ ~ u=; ~ -=--~ ~ ~ "' "' co .... ~ ~ ~ ~ -: • ' -.. ., -0 0 0 ~ 0, a> ----~ 0, 0, 0, 0, 0, --ci ~ ~ ~ ~ ~ ~ 0, 0, 0, 0, ~ ~ ~ ~ ._, L --f--- - 10+00 11+00 ~ , I , r , t -~r / I -~ I'-. n ~~ (( : ~ST~A~1~0t~O~O.O~O~C~LA~Y~S~TR~EE=T~=~~ ORANGEAVENUE 1 STA 12+76.57 ORANGE AVENUE SEE SHEET 2 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONSTRUCTION NOTES CD PROTECT IN PLACE 0 VARIABLE HEIGlH COLD MILL OF AC PAVEMENT. ® CONS1RUCT 2'' FINISH COURSE ASPHALT OVERLAY. ® CONS1RUCT AC SWALE PER DETAIL A ON SHEET 1. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. r--- t -3315- I 23'x5' PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' 12+00 13+00 -3310- -, +- 12 8" VCP ~-+---~ ~ ~ ' ' I I -3309--3305--3303- I I I I I CLAY ~-........... ---..;;{@)es SCALE 1''"' 4o' ~ ~ ... 0, ~ ~ ~ <O co ~ ~ ~ ~ ~ ~ r---"' to r::: r::: "' "' r---"' ~ ~ ~ ~ ~ ~ co 0 <O "' r---<D r---<D r---<D <D "' u=; r---0, "' "' ~ ~ ~ ~ "' "' ... ... c--i N N N N N N "' .... "' 0 N co 0 N u-i N c--i c--i N N N N "' N N -0 0 ~ ~ N N "' "' 0, 0, 0, "' 0, "' 0, 0, "' 0, "' 0, N N 0, 0, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0, 0, N = ~; ,_, ~ ~ ~ ~ ~ ~ 0, "' ~ ~ '----..._ EXISTING I ND PROPOSED C/L I RADE ~ ~ ~ ~ ~ ~ ~ N "' ~ r---co r---<D "' <D 0 N 0 0 0 0, N N r---N N N N - ~ ~ ~ ~ ~ N <D "' 0, -co r---r---<D <O -v• = ~ ~ = ~ ;:::.. 0, ~ ~ 0, --a> 0, 0, 0, ~ ~ ~ ~ ~ -- EXISTING NOR1HBOUND EG ELEVATIONS 14+00 15+00 16+00 ... w ...J BOLSA "' <( r--: 3:"' "' (/) "! + ~m "' - -3238- I -3232-I j'.o o II z ...J (/) w c... -3226--3220- ' ' I , 1---l I - - u, G: • 6" ACP"\ a:, -~ 15. --I~ a:, MH - ~ <D co 0, ~ ~ '2 -0, ~ ~ co r--- 0, ~ 16 ' ' ~ ..,. ., -0, ~ 17+00 -3216- ' ./ "' "' r---ci "' ~ -3208- 5'x15' 9 -, l ./ . A -1/1 \ '8" VCP ,~ f6" ACP 17 ' r---0, ,e ... "'- ... u 18+00 ,..., .. ) .., r, I"\ -- 19+00 \ STA 18+19.37 CLAY S1REET = STA 20+98.20 WEWSTMINSTER AVENUE s:_ 0 ·--, ---, E 0 D' M ::, pc, U1 <J: I U1 +' s:_ OJ a, :r: +' L 0 D. "" a, z (/) I = r--. (D Lf) I D' □ U1 +' s:_ OJ a, :r: +' L 0 D. "' a, -" - _, ", 1 ~ --+-+-,11._~___,..-_1l/;__-===:::lillL'..J0 lie_-==-...:1,1__l_"_::0 ...11l/:__ ___ .J:..'"lf·•_:0:_JI__J:___.1__\l.::_0 _• _'Ll/_-==i,Li_" _l":::--,=.;"::......'_.--L f-__ _ I"+ i , _\_ z n .Q " s:_ a, D' -3245- 111 T IC,..., I I ' -3239-I -3233-I -3225--3221-I I ' I I I I I ' I I I I I I STREET I ' I I -3215-I -3209--3205- I I I I -3201- EASTERLY PL WESTERLY PL I 50' I ' ' I 7' 18' C/L 18' 7' I TYPICAL SECTION NTS +' a, a, L +' (/) Lf) = I st = = (U (/) = r--. (D Lf) D' □ U1 +' ll! ll! '-+' (/) □ 0) C: L ll! ll! C: OJ C: w □ C, C, REF: TRACT 1220 C-3677 ~ --~-~---------------~---~~=~--~----------------------,0 /\ APPROVAL RECOMMENDED '" / 1 \ NEW DIGOUT PLAN SHEET #1 -CLA y STREET ~ s:_ (/) PRINCIPAL CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ DATE R.C.~~ ::/:i~: SEAWIND AND PACIFIC VIEW REHAB ~ ~---l-----l---------------1--+:..::.::-===:::;:::=====-l---------------~-----___jt DATE BY DESCRIPTION APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ f---~-~-------------~---t-c~~-~-+,-~~~~-'--1 :::, REVISIONS CHECKED DATl\s MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 3 OF 26 □ ~-----------------------------------------------------------------------------------------------------------~-------------------~----M=S~----~-------------~-----~c,_ ~ cr, 0 0 ~ 0, 0 ~ ~ <O "" 0 O> - ~ .... <O 0 0, ~ ~ 0 "' 0 0, -- 0, r-- 0 0, ~ ~ ..., .... 0 O> ~ N ~ O> '° ao 0, ~ ao ~ -- ~ ::;: ~ .... 0 0 cr, 0 ~ ~ (0 ~ cr, 0 <O ao 00 ~ 00 ~ --- ~ ~ 0, 0, ao o:i ~ ao ~ - ~ <O ~ <O "" 0, 00 0, ~ 00 ~ ~ 00 ci 00 00 o:i ~ 00 ~ - ~ "' <O o:i 00 ~ -- ~ 0, o:i 00 ~ ~ N <O o:i 00 ~ -- ~ N "" o:i ~ 0, "' o:i 00 ~ ~ "' N o:i ~ ~ 00 0, ~ N N o:i ~ ~ O> 00 00 ~ PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' 18+00 19+00 20+00 WESTMINSTER AVENUE SEE SHEET6 I l I CONSTRUCTION NOTES CD PROTECT IN PLACE -3117- 0 COLD MILL AC PAVEMENT 1-INCH AND PCC PAVEMENT 2-INCHES TO A TOTAL DEPTH OF 3-INCHES. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. ® CONSTRUCT 1-INCH ASPHALT BASE COURSE. 0 INSTALL GLASS GRID 8501 PAVEMENT REINFORCEMENT. ® CONSTRUCT AC SWALE PER DETAIL A ON SHEET 1. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF ST0-111-L. @coNSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE E. @ COLD MILL AC PAVEMENT TO A DEPTH OF 2-INCHES. STA 18+19.37 CLAY STREET = STA 21+45.52 WEWSTMINSTER AVENUE ALLEY I -3130- f.'; <( • <O -3110- -3109- 00 ~ - ~ <O 00 ao ~ ~ 0 r-- ao ~ -- ~ ao ,-: ao ~ ~ r-- "' r--ao ~ ~ st o:i ao ~ ~ 00 0, 00 ~ ~ o:i 00 ~ N 0 o:i - ~ 0, ..., o:i 00 <O 00 00 00 ~ ~ r--..., o:i 00 <O r-- o:i 00 ~ ~ "' ci ao ~ ~ ~ N r--"" ~ ~ <O 0, 0 "' -0, ao ~ ~ 0, 00 00 ~ ~ -- NG SOUTHBOUND E ELEVATIONS ~ N "' 00 ~ ao ..,_ 0 ~ 0 0 .... 0, <O 0 O> ~ O> ~ 00 ~ XISTING AND PROP SED C/L GRADE 0, ao ~ ~ "' 0 0 ~ 00 ..., ci 0, - EXISTING NORTHBOU D EG ELEVATIONS ~ N r---0, 0 ~ 0, ~ -- ~ ~ "' "' --0, 0, ~ ~ ~ ~ ~ <O -0 ~ ~ "' (0 "' ~ -0 st ~ 0, 0, -00 st ~ 0, 0, -<O ~ ~ cr, 0 ~ 0, 0 ~ ~ 0, ~ 0, ~ - ~ ~ st 0, ~ N ~ c-.i 0, ao '° ~ ~ N N O> 0 ~ ~ 0, -~ 0, ~ O> ~ ~ ~ ao "' ~ ~ ..., "' ..., ~ ~ -0 "' 0, -0 ~ O> 0, ~ ~ 0, ~ ~ ~ "' ~ .... (0 ~ N 00 0 0 0, 0 0 00 O> ~ 00 ~ ~ ~ 0, ~ ~ 0, N -0, r--0, 0, ~ ao 0 0 ~ O> ~ O> ~ 0 ~ 0 ~ 00 0 ~ <O .... .... 0 0 0 N O> O> 0 ~ ~ O> ~ ~ 0 r-- ~ N ~ "' "" "" 0 0 cr, ~ ~ 00 ~ 0 ..., O> ci ~ 00 ~ ~ 0 0, ~ _c 0 ----, ----, E d D' M 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 c--0 CATALINA DRIVE I 'I 0 "' I -3101- EASTERLY PL EASTERLY PL I 12' I ALLEY 1 1 -3030-a.. -3000-> u <( "oo I '<0 -- "'' ---, -3017-jl ' CLAY WESTERLY PL 60' C/L 18' 12' I EXISTING PAVEMENT I 7 4" AC/NATIVE SOIL ___ ----------1 "ff .,..,,.,...1+·,.1 "-:a':Z:0J TYPICAL SECTION STA 18+42.37 -STA 18+92.50 NTS STA 21+33.17 -STA 21+77.50 WESTERLY PL 60' 18' I "' ~ I " ru ~ " ru ~ u ~ co +' ::, P'1 111 ;;: • II STREET I 0 "' I I "' ~ I ~ .. l/11 1 L J I 0 0 "' I ,.,_ RECORD DRAWINGS STA 28+29.40 CLAY STREET END CONSTRUCTION These Record Drawings have been prepared based on information submitted, in part, by others. While this infonmation is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. (/) I 0 c--0) Lf) I Q' ::J 111 +' -" 0) [l, :r: +' '-0 o_ ;, '" z ::J _Q d -" Q, Q' -1-' Q, [l, '--1-' (/) l[) 0 I sj- D D ru (/) D c--0) l[) Cl' ::J 111 +' '" [l, '-+' (/) ::J 0) C: '-Q, [l, C: 0) C: w ::J "" "" <I ?\l,OFESSJa REF: TRACT 1220 C-3677 '4 ~ ? • C ~ ,_ ~/2\~1 ~--~N_E_W_D_I-G□-U-T---------~-~A=p=pR=o~VA~L~R=E~CO~M=M=EN~D=rn~-~------------------------,~ tj ~ v-4-.--PLAN SHEET #2 -CLAY STREET ~ ii ~~ ~ No. 65081 PRINRCCIPEALNCOl\-1L46E2N1G4INEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ EXISTING PAVEMENT • • • • s C C PO 4" AC/NATIVE SOIL • 09-30-0 DATE 18 MAY 2005 EAWIND AND PA IFI VIEW REHAB S l-------+---1------------------l------1~=----=====;=====-l-------------~---------11/1 TYPICAL SECTION ----1" AC/6" PCC/ CIVIL ~ -s-TA-1-8+_9_2_-50---s-TA-2-1+_2_5_-08--N-rs NATl\-1E OF cALwa DATE BY □EscR1PT10N APP'D. DESIGNED sc DRAWN MGRAcIA CITY OF NEWPORT BEACH R-5870-S ~ STA 21+77.50 -STA 28+29.40 RE\-1SIONS CHECKED DATE 4 26 3 ~--------------------------------------------------------------------------------------------~-----------------~--~M=s~_1_s_M_AY_2_00_5~_P_U_B_L_IC_W_O_R_KS_D_EP_A_R_T_M_E_N_T~_sH_EE_T __ o_F_~"- ~ 0 "' ci "' - ~ 0 "' <O (0 ------ -"' - L---- ~ - ~ N r--..., r-- -- ".::- / ..--.. 0 r=::: l"1 r.o ...,..,.,,,1,,...,,..,,.,,... ,-,.. LI ~ "' 00 o:i r-- - ~ "' 0 "' r-- R oi r--- -----~ r---~ ~ C --,--... l"1 V i.ri r--. ..._,, I -- = -ci 00 -----" -- - - 0 ..., 00 - e--------- "' ~ 00 "' <O - ~ "' 0 r..: 00 -- :o -- co -- -~ 0 (0 ..., r------6f7:L-----+------1------+----:::!c-____.-c~c___-+-----+------1--~.(0---i---~NH--~;;;os--1-------,.r--,;+-----f'-+---"9----+---+---+------=+=-~=----t-------+------+-----+------t-------+---=---~ .... +-----+----------, ---I"') N r-,.. ...._... -_I...--..--.. ~ "'<J- ~ N 00 o:i "' -::--..., ci "' -- .... (0 ,.-; "' - ----- :::;: ~ (0 0 'in' r--: ~ (0 o:i "' - ~ "' o:i (0 - ~ .----r--. ..._. ------;:;::-~ "'"? r-...: .. ... r---...._... -L..--..--.. ::::::'. .. ... 00 d ..._,, ..--.. n ~ ~ oo ..._,, ------ ..., ~ ~ XISTING C/L GRADE ~ 00 r--..., r-- -L.--- 0 "' r----- (0 r----- '--EXISTING NORTHBOU D EG ELEVATIONS ~ N -o:i - ~ 0 00 00 r-- 00 ..., "' r--- e------- -ci 00 - __,___ --- ~ N "' ----- 0 ..., 00 -~ 00 00 ------------ :o 511:i~~----+------1------+----~~+-----i,~i-t--_,,;:'°4---+----=-~=------+------t-------+------+-----+------t-------+------+-----+------t-------+------+-----+----------, --- ~ 0 r-- o:i "' ----- -ci (0 - -- ~ "' r-- ---- ,.-; -----"' -- ---- 51<1~~-----,-------i----------,---------i PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' .s:: 0 ·-, --, E " 0 "" r--. f------------1-o~+_o_o--~--11-+~o-o--~--12-+~o-0 _____ 1_3~+-o-o--~--1-4~+-o-o--~--1-5-+~o-o--~--1-6+~00--~--1-7~+-o-o--~--1-s~+~o-o--~--19-+~o-o--~--2-o~+-0-0--------------1~ CONSTRUCTION NOTES 0 VARIABLE HEIGTIH COLD MILL OF AC PAVEMENT. ® CONSlRUCT 2" FINISH COURSE ASPHALT OVERLAY. @) INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ADJUST MANHOLIE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CROSS GUTTER PER CNB Sffi-185-L. @ ADJUST SURVEY MONUMENT TO GRADE. ---- e Q SCALE 1"= 40' WESTMINSTER AVENUE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. No. 650B1 Exp. 09-30-05 <SI ~~ <I/~ CIVIL ~½ OF CAL\f -7'./ NOR1HERL Y PL SOU1HERLY PL 1~-----~eo_· -----~I I 8' 22' C/L 11 12' ' (U l'.J > C, +' :5 PO l/1 <[ I l/1 +' .s:: OJ (1, I +' '--0 o_ "' (1, z (/) I 0 r--. 0) l{) I Cl' _J l/1 +' .s:: OJ (1, I +' '--0 o_ "' (1, z ::J _Q " .s:: (1, Cl' +' (1, (1, '--+' (/) l{) 0 I "" 0 0 (U (/) C, r--. 0) l{) C>' 7 l/1 +' 0, 0, '--+' (/) ::J OJ C '--0, 0, C OJ C w 7 TYPICAL SECTION ~ N~ u REF: TRACT 1220 C-3677 ii ~~~-~-------------~-~=~~=~=~--~---------------------,'" 11\ NEW DIGOUT APPROVAL RECOMMENDED 3 11 ' PLAN SHEET #1 -WESTMINSTER AVENUE .s:: (/) 7 PRINCIPAL CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ R.C.E. NO. 46214 o_ DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB ~ 1---1---+--------------+--+=-===:::;:::=====-l-------------~~------1~ DESCRIPTION APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S 3 DAlE BY 1---~-~----R-E\1-s-10-Ns------~--t-c-cH=E=cK=E=D-~M=s -1cD~AT=f 5-MA=Y=2~0=05., PUBLIC WORKS DEPARTMENT SHEET 5 OF 26 LL u..., .... ..., r--co co ~ ~ co ~ ~ 0 co ix, ~ ~ <O co ~ ... a:i ~ N .... a:i co 0 r-- a:i co ~ L---- ~ ,,, <O a:i co ~ ix, a:i co ~ ~ <O <O a:i co ~ ;;; a:i co ~ -0, co ~ m a:i co ~ c,; co ~ " c,; co ~ c,; co ~ iio ~ 0, co ~ c,; co ~ co ~ ~ N co co ~ ~ m 0 0 ~ "' co co ~ ~ r--0 ci ~ "' N ci ~ 0, 0, co ~ ~ ci 0, ~ N "' ci 0, <O r--ci 0, ~ ~ 0, ,,, ci 0, 0 r--ci 0, ~ ... r--ci 0, ~ iio ci 0, ~ -EXl~IIING SOUTHBOUND E, ELEVATIONS ... co ci m ~ 0 .._______ XISTING C/L GRADE ~ m .... 0 0, ~ "' <O ci 0, ~ 0 ... r--ci 0, ~ 0, ci 0, ~ .... co ci 0, ~ 0 "' ci 0, ~ -- --f---- ~ 0, <O --1---- 0 - - ---- ---- - ~ 0, ,,, N 0, --- "' co N 0, ~ -- <O co N 0, ~ ----- ----- 0 ...; 0, ~ ~ co ---- ---r A ----- ----r A -. ------ co ~ --f--~ EXISTING NORTH BOU D EG ELEVATIONS u .J <...U 19+00 PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' 20+00 / I :--- I I -z_.......-.;;;~J i) es CONSTRUCTION NOTES ® VARIABLE HEIGll-1 COLD MILL OF AC PAVEMENT. © REMOVE EXISllNG AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. ® CONSTRUCT 2" ASPHALT OVERLAY @) INSTALL NEW WATER VALVE PER APPLICABLE PORllONS OF STD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. SC/I.LE f'"' 4o' 21+00 22+00 23+00 24+00 25+00 26+00 0~ 00 oo 0~ ciut0 c.our.o i , I 27+00 28+00 ..c: 0 -, -, LJ ::, co +' " "' l/1 <J: I l/1 +' ..c: Ol '" I +-' '-0 o_ " '" z s~l..4 >--s 11 Ss1-;€lrssr / p /' 1iSr3 ALLEY ! &'. ~ ~ 8 ~ I I i Nz Nii. I / -519--.: 0 11 < o II I I -517-,_ w--' ,_ z--' -523- -527--533--535-I (/) (D LL (/) w LL I I -539- 15TH STREET STA 27+89.63 WESTMINSTER AVENUE END CONSTRUCTION V) I 0 C'- OJ Ln I Cl" □ l/1 +' ..c: //,1 /J 6" ACP _521 _ I I 11 ////1/,@ _b._\i_ ; ,___1 11 10 I ,,. --/?--;-12" ACP?'~",-----,__/.::/.f7:/1-'ily7"'::::::::____ - -- ---++-N -/1-------;.._ 1,±,.,t-"-- -H ,,t--~ ---/--::12" A_C_P_.l.--=, ----- --~=-' Ol '" I +' '-0 o_ Qi ,// 1 ' ---\ W ~i:' 7 2,3 ~~ _ ~AtP -~-r -4 ____ 'f:-~ ( "-,t--""': /\. ~- 7 :~-N-40_'_38-,;;~~~ -----+.~~,--,6+~--~.t--;-H-~ -F===---=-8-"-_V-l:tp::---:/_--:==~-7 ---w"'----= ~ " '" z : I CLAY STREET SEE SHEET 4 -~. VCP ~4" AC/10--;;-._,,_,_,,c-<____./-cc \J / , ' ~ ~ ~ ~ ~ \:-7 H -., ~ --T-------' -·------f·----+-V_j_____ --7-,~ -5o4--508--516--518--522--526-_53D--534--536--542- -546-I I I.I NORTHERLY PL 60' - SOUTHERLY PL □ _Q d _c '" Cl" +' '" '" '-+' VJ Ln 0 I .,,- 0 0 (\J V) 0 C'- OJ Ln "' □ l/1 +' WESTMINSTER AVENUE 8' 22' C/L 18' . 12' I ,.....----EXISTING PAVEMENT ~T--------~ '" '" '-+' V) □ Ol C RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. No. 65081 Exp. 09-30-05 <ls ~~ ~~crvn .. ~½ OF CAL~/'./ / 4" AC/NATIVE SOIL l'.''I \ ~ . -,,,J:, 1 '- '" '" C --d---~:\{:i,J V ::;;: ---c..c ~ ,_ -" ~ "" •T ~• r,~r 7' WIDE HEADE/CUT g' 11,u ----''' ,_,, •• o· 1.5" w '~1 -~e~eL~B~M~IL=L~P~.T~S~E~~~~+E:~R~L~l~~lE~,.__,'--'--~f~ n :1 A ~ TYP. q TYPICA~!ECTION C-3677 ~ 0 ~/2\~,~~-~-NE_W_D-IG_O_U_T---------~--~A~P=P=Ro=v~A~L=R=Ec=o~M~M=EN=D=ED~--~-----------------------< td PLAN SHEET #2 -WESTMINSTER AVENUE -" V) □ PRINCIPAL CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ R.C.E. NO. 46214 DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB 14 ~--l----l---------------1------i-:~=---====;=====+--------------~-------1r APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ :::J DATE BY DESCRIPTION REVISIONS CHECKED MS DA~5 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 6 OF 26 ~ ._,, 'V -...... -..... ...,, rv 0 ~ co "' - ~ - 0 "' ~ ~ "' co ~ ~ ~ C) .. <O r--C) "' 5 0 :15 "' "' ~ ~ ~ ---- ~ ~ "' ~ "' r--"2 co 5 0 "' 5 "' ~ "' ~ ~ ---- PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=4' ~ r---N ~ ;;, N 0 "' ~ ~ - ~ ~ <O -"' <O N N 0 0 "' ~ ~ --f-- 10+00 11+00 12+00 STA 10+61.72 BEGIN CONSTRUCTION STA 10+00.00 LA JOLLA DRIVE - STA 10+00.00 CLIFF DRIVE RECORD DRAWINGS (i) These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 10+32.06 BC ./ {J-. \ . / / <5'. :,'~/ / \ ~ ~ ~ ~ "' ~ ~ C) <O N ~ "' N co 0 i ~ !!2 "' r--... ~ ~ N r--C) .. co r--co .. "' N N N N N 0 0 0 0 "' "' 0 "' ~ 0 .,; .,; 0 0 "' "' .,; 0 "' ~ 0 "' "' ~ ~ 0 "' ~ ~ "' ~ ~ -~ ~ --------- ~ a, ~ ~ r--<O ~ ,,, co .. ~ "' N ... ~ co ... ~ "' r--C) ... :,t 0 ~ ~ = 0 "' -~ 0 "' <O r--N 0 "' c,i C) 0 .,; .,; ci 0 "' "' ~ .,; 0 "' "' ~ ~ N N 0 "' ~ ~ 0 0 0 "' ~ "' "' "' ~ --~ -~ --~ ~ ----i-------' -EXISTING NOR1HBOU D EG ELEVATIONS 13+00 14+00 15+00 I I I 13+89.95 I -329-EC -333-I -337--341- - - - - - G) "' -·- ' ,,,-(if/~ "' .. ' -~ -= I--\ ·-__., ----..., ...- / -318--330- _a\'o--., CD (/) -., C7 (/) re, --i rz --i II !!2 ,,. II o ,,. z ~ 'U ~ 1'11 cu;;; A"Z "' 'U t "' 0 t 00 oo BC ~o '° !'> "' \ <O t-> oO 90 .... 0 0 "' ~ 0 \ ~ 0 0 LA JOLLA DRIVE SCALE 1"= 40' CURVE DATA 0 R L 220.00· 19·59•21" 76. 75' 2 180.00' 33'16'12" 104.52' ~ 0 r--~ "' ... ,,, ... N 0 i 0 "' ~ "' ~ -_L------- a, C) ~ r--r--<O ... ... ... 0 0 ~ "' "' ------ ~ 0 co ci "' ~ ~ co N :,t "' ~ -- ~ r--co .,; 0 "' ~ 16+00 T 38.77' 53.78' No. 65081 Exp. 09-30-05 u\ /4$:,-'I' ~~ crvn, 0¢'½ OF CAL~_.::,,..- .,; 0 "' ~ 17+00 STA 17+ 7n nn END CONSTRUCTION WESTERLY PL I I I REF: PLAN NO. 420; R-5692-S ,-'A -. ,... ' ..... ,-A ,... ' ..... 15' CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXISTING AND CONSTRUCT 6° TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC OVER 4" CMB. EASTERLY PL C L I I 5' 151 5' I I ,}L.,... . ...,,. . ,. l I, . , , ' .', ·, <. , ·t L\~.:.:~ 'L---~---s;s;;77.~-----~· --'-'~J Y//~ TYPICAL SECTION NTS _c 0 ---, ---, :'5 cq l/1 <[ I l/1 +' _c Ol (lJ :r: +' '-0 o_ " (lJ z VJ I 0 " m ,n I (k □ ll1 +' _c Ol (lJ :r: +' '-0 o_ " (lJ z n _Q d _c (lJ (k +' (lJ (lJ '-+' VJ ,n 0 I sj- 0 0 cu VJ 0 " m ,n (k □ l/1 +' (1) (lJ ,._ +' VJ □ Ol C: '- '" (lJ C: Ol C: w □ C'1 C'1 C-3677 i'l ~---------------------------------------------------,<'5 APPROVAL RECOMMENDED e, PLAN SHEET -LA JOLLA DRIVE '-0 _c VJ PRINCIPAL CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ DATE R.C.~~ ::y~i~: SEAWIND AND PACIFIC VIEW REHAB ~ l---l---l--------------l---+=-===:;=====l------------~-----____jll1 APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ DATE BY DESCRIPTION REVISIONS CHECKED DA~5 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 7 OF 26 is ~-----------------------------------------------------------------------------------------------------------~-------------------~---~MS~----~-------------~-----~c_ ,.., --u ,.., u ,.., .., ,.., u ,.., L; • ' "- £. A ' ... IL- • --. "- £. I ~ I I [:;; ..,. I ,,, ~ I I 10+00 IRVINE AVENUE II II II II II @ II II II II II II II II RECORD DRAWINGS ~ "' J:l "' N ~ IX) ~ ~ ~ en ~ N IX) ~ ,.., ~~ ~~ ~ ~ ~ 0 "' N IX) -- ~ -,,.; IX) ~ ~ ,.,., "' N IX) -·- 0~ OU ci u I"') c.o u ~ +o._N 0 IX) -z < '-' II f--u.J __J VHD u.. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporoted into these plans as a result. CONSTRUCTION NOTES @coNSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE E. @REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CROSS GUTTIER PER CNB STD-185-L. @ REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUTTER PER DETAIL B ON SHEET 1. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 8-INCH CMB. ~ C) "' N a:, ~ ~ -,,.; IX) ~ ~ "' "' N co ~ - "' a:, ,,, "' ~ "' r--r-- N N N N a:, a:, a:, a:, ~ ~ ~ ~ --r ---- ~ ~ ~ ~ ::.: ~ 0 0 ,,.; ,,.; ,,.; "' a:, a:, IX) IX) ~ ~ ~ ~ ~ C) ,.,., m "' r--r--IX) N N N N a:, a:, co a:, ~ ~ ~ ~ r-------- PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' ~ a, a:, N IX) ~ --~ ~ r-- "' ,,, IX) ~ ~ ,-a, N co ~ -_,_ 11+00 12+00 . . ' 1352 S.F. 12" OVEREXCAVATE INSTALL FABRIC & CAB ' .A. ... A. 0~ oU ...t'.u~ "'u . +o._N -IX) -z < c::5 II f--u.J __J t/HD u.. ~ ~ ~ N ~ ~ N r--r--~ ~ ~ ~ ~ "' r--"' 0 --, ,,.; ,,, 00 0 0 ,,.; C) ,,.; a:, N ,,.; ,,.; ,,.; ,,, a:, IX) ~ IX) a:, ~ ~ a:, IX) a:, a:, ~ ~ ~ ~ ~ ~ ~ -----~ -~--~---~ --- '---,-..r,., ITI 1nn1 •••n r Cl-· ~ ~ ~ N ~ ~ ~ N "' "' ~ ~ ~ ~ ..,. IX) r--0 :i "' "' IX) a:, :i ~ ,,, r--_.: "' "' -~ ,,, ,,.; ,,.; ,,, IX) a:, ~ ~ ~ IX) IX) IX) a:, ~ ~ ~ ~ IX) ~ ~ ~ "---··~ '" ~ I, l:RAOC ~ ~ ~ ~ 0 ~ '2 ~ ~ =-~ ~ -"' cii r-- 0 0 -: ,,.; ,.,., ,,, 00 ,,.; ,,, ,,.; ,,.; co a:, ,,.; ,,, a:, a:, ~ IX) a:, IX) ~ ~ ~ a:, co ~ ~ ~ ~ ~ ~ --_,_ --_c -->---_c --,_ ---' -cXi, IIN~ nv,<I "uvU ~u c.u l:.LI:. \I,-,.,''"'".., 13+00 14+00 HORANCE ENSIGN JUNIOR HIGH SCHOOL CORAL PLACE ~ ~ "' ~ "' "' ~ r--,,, 0 ..,: 0 ..,: C) a:, ... IX) a:, ~ ~ ~ -i----- ~ ~ ~ IX) -C) "' IX) ui "' ..,. ..,: ..,: IX) ..,: IX) ~ a:, IX) ~ ~ ~ ~ ~ r--"' ~ "' "' "' ,.,., ..,: ..,: C) ..,: IX) IX) IX) ~ ~ --- 15+00 ---~ - . 1352 S.F. 12" OVEREXCAVATE INSTALL FABRIC & CAB :c-- - I ~ ~ -:::-,,, "' ;;; -: r--ui "' ..,: IX) ... a:, IX) ~ a:, ~ ~ ~ -->-----~ - ~ ~ -~ ~ ,,, a, "' "' r--·-' "' ' "' 00 IX) "' IX) ~ a:, ~ ~ ~ ~ ~ -::--- 0 0 ui a:, ui "' IX) ..,: a:, ~ IX) ~ a:, ~ ~ --,------_,_ 16+00 ~ ~ -~ -:c-------:c------- ~ ~ a:, "' "' "' ui co a:, ~ ~ ->--- ~ ~ 0 "' N -<O "' ~ ~ ~ ~ IX) "' "' r-- "' a:, IX) ~ ~ --- 17+00 ~ ~ IX) ~ ~ "' C) cs C) 0 "' IX) <O IX) .~ "' IX) ~ ~ ~ --- ~ N "' ~ "' ,,, "' a:, r--..,. "' <O "' "' a:, IX) IX) IX) ~ ~ ~ ~ ~ ~ ,.,., 0 C) ,,, C) 0 "' <O IX) ~ ~ ~ --- 18+00 STA 17+02.34 EC NORTHERLY PL I I ' 12' I "' 0 -- ~ r=--- -,.., I.. u r ,.. -- -,.., ~ ~ --'-V 19+00 CURVE DATA 0 R L 3 800.00' 19"30'00" 272.27' SOUTHERLY PL 60' I 18' C/L 18' I 12' I 14.5" I '16' /EXISTING PAVEMENT ,__,.J_TYP_ ~ ------\lb,l 4• AC/NATIVE SOIL --------I -----n, "\" ,.,;:r [;J([:If~:: ',;_.-:,;7/"(f:.;:f•O I -~4" -f------~\ _______ __J· ~c. .. -~ROLLED CURB TYP AND GUTTIER TYPICAL SECTION NTS T 137.47' E 0 n st r--0 ---... N .0::::. N 0 U) I 0 r--00 m I cc: LJ C "I 0 :l= \:l .D 0 = "' cc -"' "' C -U) "' 0 I st 0 0 N U) 0 r---cO m cc □ "' -"' "' C -U) □ = C C "' "' C = C-3677 ~ REF: TRACT 1220 o -/2\~1---~---------------~A=P=PR~o-vA-L~R=E=co=t.t=M=EN=.D=rn~-----------------------, ;5□ NEW DIGOUT PLAN SHEET -CORAL PLACE I--====+---+-------------+----, --j d I • al _/ C 0 I PRINClnd.AIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, \3 DATIE R.C.~~ :~/:~:; SEAWIND AND PACIFIC VIEW REHAB ~ ~--+---+---------------1--+=:...===::::;=====+-------------r--------j~ APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S 2-: CHECKED DA TIE t------::8:----:2:-6-::--1 i3 MS 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET OF c..: DATIE BY DESCRIPTION REVISIONS --0, -= ~ n -- r, ~ ... u -.., ..,. c--J ,... IA co ... ' ,.. ,., ... I'- -v 0 ~ A "' -' ~ t"l ,., ... ,t;.. 58+00 CONSTRUCTION NOTES CD PROTIECT IN PLACE @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF SID-111-L @ REMOVE EXISTING AND CONSTIRUCT PCC ROLLED CURB AND GUTTIER PER DETAIL B ON SHEET 1. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 8-INCH CMB. -0 -<O N c--J -£:! 00 ~ ~ ~ - --co <O .,; 00 c--J ~ 00 ~ ,::: -00 c--J N £i 00 ~ ~ -- -0 .,; co ~ --- -co "' "' 00 ~ --.,; 00 ~ --- -<O -"' N -..; 0 "' co "' ..,: .,; = 00 ~ ----- --"' 0, -..; "' r--0 ..; 00 ~ ..; ,oo ~ -"' -"' r----0 ...,: a, "' ..; 00 "' ~ 00 ~ ---- PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' 59+00 ) • !J Sc,4L ,-c f 1>,__ " 4o• --0, 0, ..; ..; 00 00 ~ ~ --- --a, <O -. ui "' co co ~ ~ -..,. 0 00 ui ..; 00 00 ~ ~ ---- 60+00 -r---0, <O ..,. -----00 00 00 r---..,. N -r---"' ;,: 0, ..; ..; ..; <O <O "' ..,. -st ..; N a, -00 00 00 ..,. ..; ..; ..; :t a, 00 00 co 00 ~ ~ ~ 00 00 00 .,< <O ~ ~ ~ ~ 00 ix5 ~ ~ ~----~ --------'--------_ , , _ -- ------<O ~ -"' 0 r---<O r------"' "' ui ui ui ' • . -0 a; 00 -"' "' "' r---"' -00 00 00 00 00 co "' ui ..; "' .,., ~ ~ 00 co ..; ~ ~ ~ ~ ~ 00 00 ..; N ~ ~ 00 ..; ~ ~ ,oo ~ '--A,, . - --::------0 0 00 00 00 ---a, -ui ui ui r---<O <O 0 r----..; ..; "' a, -00 00 ..; st ...,: "' -N -~ 00 00 00 00 ...,: ..; :t a, .., ~ ~ ~ ~ 00 00 _00 ~ ~ ~ 00 ~ (0 ~ 00 "' ~ 00 ---~ ---------' ---------- ----EXISTING NORTHBOU 0 EG ELEVATIONS -- 61+00 62+00 63+00 "-- - -<O ·oo .,; <O -00 c--J co -~ -00 ~ a, ~ ~ -co -------- ~ - -------- --------r---- --0, -0 -~ 00 .,; co ~ -00 c--J 0 ~ N 00 c--J ~ ~ r------~ ~ a, -' "' "' 00 -00 "' -~ N 00 £i ~ ~ ----- --------- 64+00 SNUG HARBOR ROAD -r-- <O 00 ~ -r-- N 00 0 00 ~ -------- -r--- <O 00 ~ -0 co ~ - -..,. -..,. N -ci co co ci ~ r---~ --~ - -o -0, --, co "' ~ -~ 0 r--- 00 a, ~ -· r---~ --------------------,.. ,.. -0 , - -r---..,. -ci N a, 00 r---~ ------------... u /U 65+00 66+00 NORTHERLY PL I 12' CURVE DATA 0 R 6 L T 4 650.00' 83°46'05"' 950.32' 582.88' STA 65+64.91 END CONSTRUCTION SOUTHERLY PL 60' I 18' C/L 18' I 12' I TYPICAL SECTION 0 (/) I 0 r--co "' I cc LJ C 0 = "" 8 ..0 0 = <U "' ~ <U <U L ~ (/) "' 0 I "" 0 0 N (/) 0 r---co "' cc □ "' ~ CLAY STREET NTS <U <U L ~ i'l O' C ·-= <U <U C RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. '?~FESS/QA,-:;-,; FB. 524 C-3677 ~ :?,:~ ? • c~"'I; e,s ~~~------------.--------,r.-===--===~---.---------------8 t,~ ,, ~ l\'t;. APPROVAL RECOMMENflED PLAN SHEET #3-CLAY STREET ;5 fj~"' I,,, ,/,, ~ \ 1---+--+---------------t------i '"7~ . .,,; ' ~ '(/~ tPRINCIPAJ...! VIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ ' Exp~-og~gg_05 I ----+--+---------------+---+O~A TE-=----=R=.c=.~~=::::;::y~ 4 ::::::i~:::::;==+-s_E_A_W_I N_D_A_N_D_P_A_C_I_F_I c_v,1 E--=W=--=:---:R:--::E::-:H=-A----=B=--~LJ <SI ~~ f-~= CIVIL 0~1/, DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH R-5870-S ~ ~ -ll' OF CAL~ SC MGRACI A f------'-:::'--_:_---'--,---:!S L ________________________________________________________________________________________________ _j _________ R_Evi_s_1o_Ns _______ ___[_cH_E_cK_rn _ _,M""s'J_DA_TE-_-1s._.M"'-'A.._Y__.,20 ... o:::is __ P_U_B_LI_C_W_O_R_KS_D_E_PA_R_T_M_E_N_T _ _Ls_HEE_r_g_o_F_2_6_::_ ~ A .... .., .... ' UJ u, STA 10+14.69 -ui co ~ -ui co ~ 10+00 BEGIN CONSTRUCTION ui co ~ -- - -. "' co ~ - - "' 00 ~ "' 00 ~ ~ N co co ~ <O <O <D 00 ~ 0, <O co ~ -. r--co ~ ---.L--- co <O <O co ~ - 0 r--: 00 ~ r--co ~ L------ - --- "" "' u:, 00 ___ 00 <O co ~ -.c- PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' -' r--co ~ - - - - r--00 ~ ~ <O 0 co = ~ r-- <O r--00 ~ 11+00 12+00 -430- -12'x20' "" co -. ~ co "' co co ~ N N co "' <O co 00 ~ --1--- ~ 0, -co co ~ ~ 0 <O co co ~ -- 0 "' 00 ~ ~ N "' co co 0, co co ~ • ' 0, co ~ -' "' 00 ~ "' 00 ~ - ~ co r-- -- ~ <O co co ~ "" N ci "" r-- co ~ 00 ~ -- ~ co "' co ~ ------EXISTING NORTH BOU ~D EG ELEVATIONS 13+00 14+00 OSg ou 0o_,_, .._f u I.O ~ ('.I u CC? (0 u fV) +a,_r---lO 0) N oo +u,-...,: -z C'\/Uco <ec3 II .-.a_ r-w.....J ~Cl II (/) rn u._ ,-...: 2 -418-V>1.ur;: -424-______ @) 12'x28' 1---L • 10'x20' -A1 --_ (is) -406- co <O ci 0, ~ ~ co "' ci "' ~ r-- "' ci a, ---- ... r--ci "' ~ a, r-- 0 a, ~ ~ a, "' 0 a, --- 15+00 -400- C) 0~ ou ci u r--- C() u "'"": +a.o ... 0, -z <Ca II >-W _J u, IIl "- ~ <O "' ci 0, 330 0 <O ci "' ~ 16+00 C) 0~ ou "'u 0 LOU~ +a.o "' 0, -z < c3 II >-w _J u, IIl "- "' r--ci a, ~ "' r--ci a, ~ 324 0 C) ~~co ... u "' co . +uo "'u 0, -a. <C Cl II 0 ------ ~ 00 "' ------ 0 ------ 17+00 0, ci 0, ~ ------ ----- ----- 18+00 C) 0~ ou "u (,D Ou~ +a. 0 r--a, -z 0 C) 0~ NU<O "' 0 + u~ r--u "' _a_ >-z _J -318-"' w "--312- <C (;) II >-w _J u, IIl "- <C Cl II >-z_J "' w "-- 306 rn r'f"\ ,_ V 19+00 CURVE DATA 0 R L T 5 525.00' 19"58'39" 183.05' 92.47' 6 550.00' 12"20'39" 118.50' 59.48' CLIFF DRIVE II , II 3: II II 0 -I ffi" L 1\ 4'x16' --ffi r'---t 1p (' "\ -·v: 12~L1'S. ,,60'x13'J 6) ---- \ • II " II RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. EAS1ERLY PL I 60' ---- -427-5 -421- STA 12+97.51 PRC STA 11+14.46 BC WESTERLY PL I CONSTRUCTION NOTES I I 12' 18' C/L 18' 12' I G) VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @ REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUITTR PER DETAIL B ON SHEET 1. NTS 'IIJ/1/l 1 -------- -407- -401--333--327- STA 14+16.01 EC PIRATE 3'33'00" E • - co -17 MH ¥ ---------Su:,?1-~ I I <N 0 -I - ----- -------"'~: , II r-----.......__,s~T~A~1~B+~4~5~.9~7 __ -321--315-• II II : : II II END CONSTRUCTION I 5 --I u VJ I 0 r--00 "' I l'i C 'l'. 0 = '!= u □ _o 0 = V a: ROAD ~ V V L -(/) "' 0 I "" 0 0 N (/) 0 r--00 "' cc LJ w -V V L -(/) □ ry C L V V C ry C-3677 8 FB. 524 ~ ~&~1 ~--~-------------~---A=p=p=Ro=v~A~L=R=Ec~o~M~M=EN=,D=ED~--~---------------------tj□ DA1E BY NEW DIGOUT _ 1 1 1 • . PLAN SHEET -PIRATE ROAD ~ DESCRIPTION REVISIONS , / PRINCl,.,..1.--CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED CHECKED 18 MAY 2005 DRAWN SC MGRACIA DA1E MS 15 MAY 2005 L 0 NEWPORT HEIGHTS, CLIFFHAVEN, \Zl SEAWIND AND PACIFIC VIEW REHAB ! CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT w L R-5870-S ~ f--------j Fi SHEET 1 Q OF 22 c.: .... ' UT UL ~ r-- "' ...,: 00 ~ 0 <O ...,: a:, ~ a:, ~ 10+00 RECORD DRAWINGS "' r-- ...,: 00 ~ L... -- IX) ...,: a:, ~ --- ~ <O en -· ~ "' ,,, ...,: a:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONSTRUCTION NOTES CD PROTECT IN PLACE. ® VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @ REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUTTER PER DETAIL B ON SHEET 1. "' 00 ~ _L...-- ~ N <O "' a:, ~ ~ "' en . ---- a, st' 00 ~ 11+00 ~ 0 en -- - -:;;:-- <O <O a:, ~ ~ a:, a:, ~ ,,, a, -. ~ a, -00 <O r-- a:i 00 ~ 0 .,; 00 ~ en 00 ~ 00 ~ ~ <O 0 0 .... r-- <O 00 0 ,-..: 00 ,-..: 00 00 ~ __ L_ - en "' a:, ~ -- ~ a:, N <O ~ -- -- ~ 0 ,-..: a:, ~ ~ ~ r-- 00 -. a:, ~ -- ~ 00 <O r--0:, ~ -- ----I----- '--... EXISTING SOUlHBOUND EG ELEVAll( NS s "' a:i 00 0 00 a:i 00 ~ -en a:, ~ ----'---, -:;;:-- en -. - ~ N N a:i -- a, a:, ~ a, a:, ~ -_1---- EXISTING /L GRADE ,,, r-- a:i a:, ~ ~ 0 00 -_1----- - - ~ "' 0 ci a, 00 ~ EXISTING ~ORlHBOUND EG ELEVATIONS 12+00 13+00 14+00 SNUG EASTERLY PL WESTERLY PL I ~· I I I 12' 18' C/L 18' 12' I NTS 00 <O ci en ~ ---- a:, ~ L --- 15+00 ~ a:, 0 ci - - - ~ :;: ci a, - a, ci a, ~ - -,::::-,,, ci a, - - - - 0 r--0 a, ~ ~ ., a, ci a, ~ --- r-- <O ci en ~ -- -- ~ 0 00 en ~ -- -- 16+00 L - - HARBOR --- - --- - - 00 .,,; en ~ ---1---- ----- 00 00 N a, ~ iii .,,; en ~ ~- -_I--- ---- PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=4' _e-- -- ~ "' "' ...,: en s 0 -" "' r-- ...,: a, ~ ,.,.. :6 17+00 18+00 19+00 20+00 ROAD 7<~. cs ~ <( (..) (fJ CURVE DATA 0 R l:,. L T 7 300.00' 47'31'54" 248.88' 132.10' 8 900.00' 17"31'54" 275.39' 138. 78' 1o I I 5 en I Th-Record Drawinta hCIYII ~~cpgp~ ~~JtJ~icn 1111bmltted, In part. by ott,....._ Whle th .. rlfarmallnn h bellew,d to b11 rel111bl.,_ City of N.,.pcri llanch a. not reepcnalbla fOf lta ciecuracy, nor fa"" errora OI'" cmiaalona which moy how b.., tncarporatecl 1ntc, th...., pkma aa a ...,..,1-1. ~ rn m <( I C §; 0 u Cf) I 0 r-- CD m I "' u -.n 0 .c ru CC'. ~ '" 1' ~ Cf) m 0 I .... 0 0 N U) 0 r-- '° en "' FB. 524 C-3677 $ -/t\~l ~--~------------~---A-PP-R-OV_A_L_R-EC_O_M-ME_N_ED ______________________ ____,u~ NEW DIGOUT PLAN SHEET -SNUG HARBOR ROAD P?...lJ~~ ./ /PRINCll¾!.--CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, R.C.E. NO. 46214 -v '" L 0 .c U) DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB iii ---l--+-------------1--+=-===:::;::::====+-------------------.J"° _D_A TE~_B_Y~ ____ D_Es_cR_IP_110_N ____ ___,_AP_P'_D.-+--DE=SIG~N=ED----=s-=--ic _DR_AWN-----'M"-"G""RA.:.:::Clc:..:..iA CITY OF NEWPORT BEACH l----'-R...::.-....:5=--8=--7:....0-=---S~ j ~--------------------------------------------------------------------------------------------------1 _________ RE_v_1s_10N_s _______ --1_cH_E_cK_rn _ _,M-_,s'.lD_A_~,_-,s"'M"-"A-'-Y~20,,.,o"l.5 ___ P_:_U __ B __ Ll_:_C __ W __ O __ R __ K_:_S=---=-D=EP:..:A..::R_:_T:.:.M __ E:::.N.:.:T:__1-s_HE_ET_1._1_.__o_F_.2=-6--.J"-- I ~ r-- "' N <Xl <D r-- "' <Xl ~ - N r--..,: <Xl ~ --L--- -,,; <Xl ~ --- "' <Xl ~ ~ "' <Xl ~ 0, ,..., <O 00 -- ~ 0 "' "' <Xl ~ 00 "' <Xl ~ 0 r-: <Xl ~ -------'- '-"•~11 u,..,-...,,.,..,. I r-: <Xl ~ OVON <Xl ~ -a:i ~ "' N a:i B:l" a:i <Xl ::;i a:i <Xl ~ 0 oi <Xl ~ -_1-- oi <Xl ~ - 0, <Xl ~ ~ "' <Xl <Xl ~ 1-- ~ 0 "' 0 ·°' -- ~ <Xl I-- ~ a:, r-- --- -I.----- ~ .... N -j_ -- -- .... <Xl ..,: 0, ~ -----.:r O ..----0) -§. l..----.;;--oi" w " en e e -i--... 4 8~~'.------L===:t=--=,-~------,-----4-----,-----,,-----i------,-----,-----,-----t-----::~-~~:t-----:,:;;;:;--~-~"'*---i:-IT---!~i-t--~!t-t---ilm-----j;~-~§,~·t---~~-t--~~--=gt---~--t----t=----==1==---=1f-------f------F=----==-----tc.--_-----t-------t--------j-----7 --;;j:' n U1 "' oo ~ e. .._.. L-_ -i-- 8t-:'.-:J------+------+------+-------+--------t--------j1------1--------c::--+-----.-ct-----i~5'f----'~~--'°.:a••+---~~tfl4-_----i-:e+_~~l+--~g:il.l· __ _,:g:i::.i--------e+--e+--~+----1-----l-----=~-~q:_::·-=-L--------1-----------l-------l--------+--------1-------l------_j_--------!-----_j-----_J -..-oo oi := r--: <Xlr--,: .oo_ ~ _ _ -.t.-- "' <Xl "' <Xl ~ : "' <Xl ~ 0, <D N CX) ~ a:i ~ 0 "' CX) ~ -- - 'co' 0 ..,: "' CX) ~ ~ .... ..,: <Xl "' r-- ..,: <Xl ~ ---- CX) ~ -L--- 0 ,,; <Xl ~ -- ~ 0 "' ..,: <Xl ,,; <Xl ~ ---- CX) r--..,: CX) ~ ~ "' ..,: <Xl ~ -_1----- "' <Xl ~ 0 "' CX) ~ <Xl ~ ,,; CX) ~ ~ 0 N "' ~ I.O <.O 00 co --1.---- cci !.O co ------co e .._.. _l---_ -- --r-- --- ~ ;::; <O <Xl - - ~ N "' <D CX) ,..., r-- "' CX) ~ 0, <D CX) ~ ------, - ~ <D <D r--<Xl ~ ~ "' CX) <Xl ~ ---- -- 'co' 0 a:i ~ -..__ EXISTING NORTHBOU iD EG ELEVATIONS ~ ,..., a;i ~ :i!l a:i <Xl ~ "' r-- <Xl <Xl ~ 0 "' CX) ~ ----- "' <Xl ~ ~ 0, "' "' CX) ~ ,:;::- ,_--- 8t1Z'------+-=---==1---~-=+--------+------+-------+--------t------L_-----l------+------+--------l---------l--------l------+-------l--------l---------l---------!--------l--------l~-----I------L------_j_------l------L-----J 8H:1-----+---------ll------+------+------+--------I PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' 10+00 11+00 12+00 STA 10+23.50 BEGIN CONSTRUCTION I I I I I I 13+00 14+00 -419- 15+00 16+00 17+00 EASTERLY PL WESTERLY PL I 60' I ' ' I I 12' 18' C/L 18' 12' I -415--407- \ I NTS -333--401- I CONSTRUCTION NOTES SIGNAL ROAD CD PROTECT IN PLACE 0 VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @ REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CROSS GUTTER PER CNB STD-185-L. @ REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUITTR PER DETAIL 8 ON SHEET 1. ( 18+00 \ \ I I \ 19+00 I 0 0 <D I CLIFF , \ I I J :1 20+00 21+00 22+00 CURVE DATA 0 R L:,. L T 9 1000.00· 43"08'00" 525.93' 269.20' DRIVE I I I ;;; <D I I -----~-- 23+00 KINGS ROAD 6 I II :g I I I II I "' N <D I E 0 "' tj- C-D '---. N -:::::. N 16'xJ3& // -----.... I ~' ~ 71'5'--- 12'x35' ~ X ~ - ---"(14)_,,"""4 '~\' " _j_JJ_/_t LL1J1_J._J_J_J_J-1.J-I-I 1-1-~'-1-J6J-W -"'· -----2,0(I -.f ACP . , .... {./i ..,.,_ ~ N 03"33'00" W --~ 2,2 •f:; II ' II II TT -:'._, -----1 ,' i..-, ,/"-'-' " I -'° ;---+--/}I; _ _,, ) / ·ffi 1'.~-------- -"' "="'--/ A~! ~ II II II 1 I 5 r-- 1 END CONSTRUCTION RECORD DRAWINGS I 0 0 r-- 1 II These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. II II II II II I -0 r-- 1 u 1/) I 0 C-eo ,n I D' □ C ~ 0 cE -u □ _Q 0 = " D' D" C-3677 ~ ffiill 0 -,-....---,---------------~-~==~=~~=~--~---------------------<□ ffi NEW DIGOUT APPROVAL RECOMMENjlED PLAN SHEET -SIGNAL ROAD 8 --j ~ D r/ -~ • ~ /PR1Nc11¾...ev1L ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ R.C.E. NO. 46214 DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB ~ --L--L-------------L-J:~-========:.L ______ _:___:_:_.:....::_.:..:_.:....::__:__.:.=:...:._:_:_=.:....:._ ____ _J 0 APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ L--...:....c........:c....c.......J :::) CHECKED MS DAre;5 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 12 OF 26 ~ DATE BY DESCRIPTION REVISIONS .... u ... - .... u aJ <O ci aJ ~ ~ "' ci 00 10+00 - ~ 0 "' ci aJ ~ °' ci aJ ~ ~ v "' ci aJ - ~ N <O ci aJ ~ ~ "' <O ci 00 ~ e-- ~ <O ci aJ ~ ~ - aJ ~ v r--ci aJ ~ --~ ~ v "' aJ a, r--ci ci ci aJ aJ aJ ~ ~ ~ ~ ~ ~ "' S2 a, -"' °" 00 00 ~ ~ ~ ~ ~ ~ a, "' 0 aJ ci ci °" aJ aJ ~ ~ ~ ------ PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=4' 11+00 STA 12+04.60 EC \ ' ' ' ' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONSTRUCTION NOTES CD PROTECT IN PLACE 0 VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. @) INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. -619- NORTHERLY PL I . I 12' I -------- ~ "' "! r--0 ci aJ ~ aJ ~ ~ ~ N "' "' °" °" ~ ~ ~ "' "' r--ci 0 00 aJ ~ ~ -._ _ 12+00 -625- ~ <O ~ "' v ~ "' v ci aJ g ci ~ "' 0 ci ~ ~ a, r--~ ~ N <O o:i r--~ ~ r--0 ~ o:i "' ~ "------.._, EXISTING EASTBOU D EG ELEVATI;;; -- ~ r--0 r--,-: ~ --r-- ~ r--~ • ' C, °" °" ~ ~ ---- ~ "' ~ "' ;;:; ci ci 00 aJ --'--~ -629- aJ r--ci aJ ~ - ~ 00 0 ci ~ 13+00 ~ "' "' ci aJ ~ 0 a, r--~ - ~ r--~ N a, s! r--~ r--~ "' --'-----~ EXISTING - ~ a, "' ~ "' a, r--a, ~ r--~ -r--\ - 0 a, r--~ - r::: o:i r--~ - ~ aJ 0 o:i ---- - ~ ..,_ £1:i ~ - ~ -- ~ r-- "' r--r--~ - '-.._ -- r------... EXISTING We. TBOUND EG ELEVA TI PNS - I I 14+00 STA 14+01.61 BC -633- ~ "' v ~ <O "' aJ r-- r--~ --r-- ~ ;;; ~ <O ::;: r--<O ~ r----r--- ~ ::;: ~ r-- "' en r--,,.; r--~ --,..... 15+00 SAINT JAMES ROAD SOUTHERLY PL 60' I NTS ~ ~ ~ ~ ~ r::: ~ "' "' '::! r--N "' "' '° '° '° '° "' i'--r--r--r--r--~ r--~ ~ ~ ~ ~ -- ~ ~ ~ ~ ~ ..,_ v 0 "' "' 0 -aJ aJ aJ '° <O ~ "' N <O r--r-r--'-' ~ ~ ~ ~ ~ ..___ ~ ~ ~ ~ 0 "' ~ e'i' ~ -"' "' '° 0 ' ' '° "' '° "' "' r--r--r--r--r--~ ~ r--~ ~ ~ ~ ----+--- 16+00 ~ 0 aJ ~ ~ ~ ~ ~ ~ ~ <O 0 N - °' aJ r--0 N a, a, <O '° ·-' "' "' r--~ r--r--r--~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a, "' ~ ~ N r::: "' N aJ "' <O r--aJ v v "' <O "' "' "' <O "' <O "' "' r--r--r--r-- r--r--r--~ ~ ~ r--~ ~ ~ 0 r-- ~ ~ ~ ~ aJ ~ ~ ~ 0 0 "' N r::: r--aJ 0 - '° r--aJ <O "' ., r--~ ~ r--r--:_. ~ ~ r--~ ~ ~ ~ ---~ ~ 17+00 18+00 SCALE 1"= 40' -0 • - -,.. I - rlA ~ ,_ .. ,L ~ -~ IV 19+00 0 R 10 150.00' 11 150.00' 12 300.00' CURVE DATA D. L 48"29'58" 126.97' 29"27'50" 77.14' 21 ·55'30" 114.89' T 67.57' 39.44' 58.16' E 0 co ..,_ r--0 ----- N '--N - ~ ~ m w <( I C ~ 0 cE -u ~ I 0 r--co "' I °" LJ C ~ 0 cf= 8 _o 0 L ru °" ~ C L ru ru -~ ~ C-3677 ~ FB. 524 o ~/2\~, ~--~------------~--~A=P=PR~O-VA_L_R=E=co=M~M=EN=□=E~□--~--------------------Si'8 NEW DIGOUT PLAN SHEET -ST JAMES ROAD -: J d .--;; , 'll 0 /PRINClnJ..-tlVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, \9 R.c.:~ ::/;~~: SEAWIND AND PACIFIC VIEW REHAB ~ ~-+---1--------------+--+D_:__:AT_:_:E:...===::::;=====+-------------,--------~ APP'□• DESIGNED SC DRAl'IN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ CHECKED DATE i-----1:-3::::------=2=-5=-i3 Ms 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET or c.: DATIE BY DESCRIPTION REVISIONS l..U ... ' --l.. ~ -• l.. ' ,., - ,., . '---, RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONSTRUCTION NOTES 0 VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF sm-111-L. @ REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUTTER PER DETAIL B ON SHEET 1. STA 8+52.46 BC BEGIN CONSTRUCTION ~ -"' ~ ..,: ,., 0 ~ 00 ..,: ,n ~ ~ = ,,; 1,; 00 N ~ 00 i--~ ------ = -~ u-i N "' ~ 00 ..,: "' ~ 0 ~ 00 ..,: ,n ~ = ,., 00 i--~ --- --- ~ ,., ~ ,,; en 00 N ~ r-00 ~ 10+00 ~ ,n ,., ;;::i -- ~ o ,,; 00 ~ -- ~ to ,., N 00 ~ ,., ~ en ~ 0 00 co -~ co ~ ~ - ~ 0 ~ "' O> ~ N co 00 N ~ ~ 00 ~ ---- ~ 0 ~ "' N co ,, ~ co ~ ----- PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=4' ,n r--ci 00 ~ ~ ~ co ~ 0 00 0 00 ~ ~ 0 ...-ci 00 ~ 0 co ~ ~ 0 ...-ci 00 00 "' ci 00 ~ ~ r--0 ci = ~ C) -:::- cri 0 r--cri ~ r--~ ~ ,., "' en r--~ ~ "' r--~ C) ~ f'-~ C) en r--a:i ~ r--~ ---,-- ~ r--~ C) 0 ~ .. "' ,n ~ r--r--C) to ~ r--r--00 ~ r--"' '° ~ r--r--~ ~ 00 en ~ ~ ~ -N r--"' "' ,n en <D <D ,., "' "' <D r--r--r--~ ~ ~ r--r---, n ~t----..... -------__ EXISTING ~OUTHBOUND EG ELI VATIONS --,_ --, ,.. ~ 0 ~ ~ cri en r--a:i ~ r--~ en ~ ,n "' ~ a:i N "' ~ ~ ~ ~ a:i en N ,., ;:!; ~ ~ r--r--"' = ~ .. ,n ~ ~ r--j,.: r-.: r-.: r-.: r-.: -0 ~ r--r--r--r-.: r-.: ~ ~ ~ r--r--~ ~ r----~ -~ --.., ,.., ~/L GRADE ----'-------,.. , - ...-~ r--0 ~ a:i ...-0 ~ r--00 0 00 ~ r--,.,.; "' -:::-~ r--r--~ r--~ -C) r-.: '° r--~ r--~ "' ---"'-------!"---EXISTING NORT~BOUND EG ELEVA Tl NS ,u / V 11+00 12+00 13+00 14+00 15+00 16+00 17+00 WESTIERLY PL EASTIERLY PL I 60' I . 1 12' 18' C/L 18' 12' I I re,5 I I I 1~· : -------\. ~ )-,,---EXISTING PAVEMENT --7~, """ / 4" AC/NATIVE SOIL /i---------7 :·:,\_._-. -.-.. iii \ ~ .J /'l ROLILED CURB r "'•:-~:• AND GUTTIER ,· ... : •. ·,,.·---;;7//A~ ~ ~ ... :.,,.,,, ... --·----"' Y/ _,,,-- 1 2 -4·"" I 2 1.5" COLD MILL AT GUTl:[R FACls 7' WIDE HEADER CUT ~ 1" CGLQ MILL AT CE;~llli:QLl~IE 0"-1.5" TYP --,. ,. A TYP. ' I TYPICAL SECTION ~ NTS -----102----- STA 13+90.45 EC I \ -708--712-I I I I ' ' SAINT JAMES PLACE I I 0 R 13 300.00' 14 300.00' 36 80.00' STA 16+42.91 EC I 2:/ u, I CURVE DATA t:,. L 30"56'29" 162.01' 21'56'30" 114.89' 105"39'48" 147.53' T 83.03' 58.16' 105.52' r-- 0 ....._ N <:::. N u (/) I 0 r--ro ,n I l'i C ~ 0 ;§ ~ m m L ~ (/) ,n 0 I ...-0 0 N (/) 0 r--ro ,n l'i ~ ~ m m L ~ (/) LJ "' C ·c: m m C "' REF: TRACT 1220 C-3677 ~ ~:.,....::..,.:.::._~-------------.-----.c--=-c=-c,,--,====---,------------------------1si ffi NEW DIGOUT APPROVAL RECOMMEN ED PLAN SHEET -ST JAMES PLACE 8 ---.J ~ J -~ • ~ , D JPRINCl,.,.t..-elVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, 8 R.c.:~ ::/:i~: SEAWIND AND PACIFIC VIEW REHAB ~ ~-+---+-------------+--+D~AT:__:E-===~~=-====+--------------,----:=--=-=-==--=----=~ ~ APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ] DA TIE BY DESCRIPTION REVISIONS CHECKED DATE MS 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 14 OF 26 ~ 10 I I I / I I I / / I / / I I I I I I I I I I I I I Sc4. '-f' - ------------' ' ;----..___ \ / I / I I I I I I I / I I I I e I/ ,,, "' <o, I I STA 10+35.50 BEGIN CONSTRUCTION STA 10+55+50 END RECONSTUCT AC PAVEMENT BEGIN COLD MILL AND OVERLAY AC PAVEMENT I / / I / STA 10+47.45 BEGIN CONSTRUCT PCC RIBBON GUTTER FL = 499.55 10 STA 11+65.50 END CONSTRUCTION -2Jo- klNGs PL Act ----------- -225- KINGS PLACE 0 STA 11+30.84 ANGLE POINT FL = 495.50 -t '"0 q,G':J' ~ 1l ' o..,o I / I I I / I I I I I I CUL DE SAC 2 I I ~ I "' -Jo2- \\ I KINGS ROAD I I I 3' SEWER i EASEMENT \ \ I I I \ \ I I I KINGS I I I I I / I I / _,o,-~ct v.,1,;,.GS l'I.. 10' STORM I / PLACE I I I I '/ I I / DRAIN EASEMENT 13 / / I I I I I I I I I I ----- I I I I I I I I I I I I --- ----- -- --s __ ------- ------- -------' ' END CONSTRUCT PCC RIBBON GUTTER FL=491.98 I I I I I I ~ I I I \ I \ I \ \ STA 10+40.00 14.41' RT END CONSTRUCT PCC RIBBON GUTTER FL = 502.96 RECORD DRAWINGS KINGS ROAD 50.3 . .30 6" VCP__/1 501.48 • t-i-' -+-----J • ' /2 \ CUL DE SAC 1 ----- CLIFF DRIVE ------ STA 10+29.95 BEGIN CONSTRUCT PCC RIBBON GUTTER FL=500.10 THIS GUTTER WAS INSTALLED AND LATER REMOVED & REPLACED WITH A C FLOWLINE' STA 11+02.40 ANGLE POINT FL = 501.94 \ \ \ I \ I I \ I I \ I \ \ E D '° " These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. ~ [I] w <( I C w > D = I I I I I I CIVIL ~ OFcAL~ CONSTRUCTION NOTES CD PROTECT IN PLACE ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 4-INCH CMB. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L. @ REMOVE EXISTING AND CONSTRUCT PCC ROLLED CURB AND GUTTER PER DETAIL B ON SHEET 1. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 8-INCH CMB. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 8" THICK, 4' WIDE PCC RIBBON GUTTER PER DETAIL D ON SHEET 1. @ COLD MILL AC PAVEMENT TO A DEPTH OF 2-INCHES. (BASE DELETED 6" AC) " u U) I 0 C-eo en I q; - C w > D :;'= SJ ~ w w L ~ U) en 0 I " 0 0 N U) 0 C-eo en q; - □' C ·c: w w C C-3677 ~ 0 ~-~-~------------~-~A=pp=R~OV~A~L~RE=c=oM=M=E=ND=E~D--~---------------------,:ail PLAN SHEET -KINGS PLACE CUL DE SACS PRINCI VIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, R.C.E. NO. 46214 "" - " w L D = <fl DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB ~ 1---1---l---------------l--+====:;=====+------------~-----____j~ SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DA TE MS 15 MAY 2005 :;;, PUBLIC WORKS DEPARTMENT SHEET 15 OF 26 LJ_ t----+-----+-----+-----+-----+------+------+---t----+-----+-----+------;298 ,,,,,,,, ... 1)--___ -4 _,., u._ t-------+------+-----+------t-------+------+-----+------t------=-~r--=---1'~_,.,-----t;ro~-t---~~rl-~~~+------t294 --uco Lr1u u m,c:::- "' 0 "' "' • - L=41.48' .----------I-()_ ___ _ 0:: u u.J EXISTING N'LY TOP OF CURB-I'\ 1----o:: r------CD~ w 1---% ~--ro 0:: r--u . u.J <O "1 --_ _.)--- --u:, __ --C)-_ 3QQl-----f-----l-----l------ll--~:~~?-:;~]~~-t=~------,u~:-.....,.,-J--+-----+-------,0d-~-+--'-:.-=<;>-sc-:-----+------j ---w ,;:::--j!.:'. l,{') ~ I,{)...--.. -------300 296 S=:;,16 __ --+ r--"' "' -N ----"' N --N ...,, Na, ----"' ~ + ~ L= ,2_44• I =54.98' ~ 296 S=-1.Ullo ____ _ ------00 ~~~~~~--i ' 282r----+----t-_--=-=-~-~--+---+----+----+----+~=----+----+---+-----+----+-----i298 --1-----_.,.r-------~- ◄:,-------- -ro u "' 0:: "' 0.. "' N ~ 278 t--~~~____,~---t--~*8---+_-----+-~-+-8----K~~-------+--E-XI-ST-IN_G_C_/_L~G-RA_D_E_\----+-----_-_-+_-_-_-_____ ="+--c,__c::-~-----11---+~-:-------+------t 294 I L-56.24' \ ....--.. I,{) O"J .----co I,{') ~ r--.. ~ ~ g ~ ~ -----gj ---N ---I"") --• ro 0 N "' N <O 0 ,-..:o r--"' +"' N ---ro 282t----+-----+---=-~----+-t-------+---<0~---+------+-'~~"----+-----+-----+------+--_-_-_-_-=+-_----,298 __ 1---u...-L[') - 292 --ID co ~ --278(>-----T,-i---..--.. Q :3 ~ -------- co + ~ -ro D "! ... co + r--ON -~ a ;:: ~ EXISTING S'L Y TOP OF CURB-......_ S=:;,l6:_. --'--- ~ ' --- --N ----.;!----00 ro N "' N "' <O ,::::-• r--.... +!;; "1 N -'-' -----ro 282r----+-----+---=----=-----;-+-------t-,-~--+------+-N ___ r-__ -+-----+------i----+-----t --<O >--_ ---____ __.),-"' u ..--.. ~ (D "' 278f-----/-,-,..---+---<,eJ---t,--..------+--!-~---~~:!,---------+-----+---+----+---+-----+----+--------l Oco u_._ woo Wco o, +N 0::: .----L{') O') ci ;: .._. S:2~ r----~ ~ 10+00 11+00 I I \ \ 12+00 I I I I I 13+00 -2215- -2207- SPY GLASS HILL 14+00 -2221- ROAD PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=8' 15+00 28' -, I \ .._ 294 296 16+00 STA 15+ 27.88 END CONSTRUCTION "' a3' r--ro + ,...ju "' "' u.J o-"' ... +N "' ... -"' .........,o:, ..--.. .._. "1 "' ci~ <O "' + "' STA 10+00.0 SPYGLASS HILL ROAD - STA 23+ 19.19 SAN MIGUEL DRIVE NORTHERLY PL SOUTHERLY PL RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONSTRUCTION NOTES CD VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY @INSTALL NEW WAlER VALVE PER APPLICABLE PORTIONS OF SlD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF SlD-111-L. @ CONSTRUCT CAL TRANS TYPE "E" LOOP DElECTOR. I . I 30' 'IIESTERLY PL I 10' 20' C 'L 84' 24' C/L 24' ---~ r;T I •'1 I .....--EXISTING PAVEMENT / 4" AC/4" BASE 6' I : . ,,,,1 :• .l l>\\\_.,.'i --_,...,.,,.... l:,;.-·:.: .. >•:J . I 2 '\ 1.5" COLD MILL AT SUTTER FACE 7' WIDE HEADER CUT '-=-1" COLD MILL AT CEtHERLINE Q"-1,5" TYPICAL SECTION • A A A • IYP, SPYGLASS HIUL ROAD NTS 76' 20' EASTERLY PL 26' TYPICAL SECTION PORT DUNBAR DRIVE PORT HARWICK PLACE NTS / .. <O r--ro "1 "' ro "' + N r,/4 r,/4 r,/4 c,/4 I L=48.79' I 15+00 / u"' 0:: <O 0.. "' N - -0 '° + ..--.. + .... ; N co U --.. _.r-0.----~O'l ..-Q +N CD -----__ -+ 0 .----V ..-l"'1 .--Q ,,._ 1c:3 .....:,, "1 ~ 0:: u (D ;;:; r--r-- 1 L-.09' 1 0:: u u.J I I I I --( >----o---o----I-----, ,.._ 300 296 EXISTING S'L Y TOP ~F CURB 0 ~ ----i: )-...._ ---c )---300 296 ::::.---- PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' L ......_ u._ u ·- ro "' N q u (D -<O 0 0 r-- 14+00 13+00 12+00 11+00 10+00 STA 14+83.58 EC PORT HARWICK PLACE STA 12+37.81 BC .(is) - 'r -2201- ---· ------------ - / --- STA 12+17.87 EC --,--- I ------1/ -~H~~ ,=,jg_ '" lillllll-\-'i STA 11+74.06 BC s 0 N I I E 0. .,. u, N STA 14+83.58 PRC I I I -2207- REF: TRACT 7845 0 -2215- Cl <( l-o LL 0:: w _. _. ....J 1-:c <( z Cl) <( Cl) ....J ::S a.. (!) t:::J >-Cl) a.. Cl) R -2221- CURVE DATA L:, L T 15 700.00' 25"59'02" 317.45' 161.50' 16 26.00' 96"32'50" 43.81' 29.15' 17 1400.00' 10'03'30" 245.77' 123.20' 18 55.00' 79"51'29" 76.66' 46.03' L__......__ -- I I ~ i 2: .J Q ~ m m L ~ (fJ u, D I .,. 0 0 N (fJ 0 r-. 00 u, 5-w ~ m m L ~ ';;J-o, C L m m C 0, C C-3677 ;:J-D ~~--------------------------------------------------,□ fil NEW DIGOUT APPROVAL RECOMMEN ED PLAN SHEET -SPY GLASS HILL RD, _s. ""J...,),...J_' . ...--::: · PORT HARWICK PLACE, AND PORT DUNBAR DRIVE 1l f---+--+------------+----1 /PRINCIF'll.L,,CI\IIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, _g R~N0~4 t ~-l---l---------l----l~DA:.:.::.TE==18=MA:;::Y =20=05==1--S_EA_W_IN_D_A_N_D_P_A_C_I F_IC--.V_I E_W_R_E_HA--1B ~ APP'D. DESIGNED SC DRAIIN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ :::J DATE BY DESCRIPTION REVISIONS CHECKED MS DATI\5 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 16 OF 26 C ci z tiJt------+------+-------+-------+-------+-------+--------+--------+-------+--------+----------,------t-------------+------+-------+-------+--------, ~ L=34.19' I L=4l.09' I en t------t------+------+------+------t-------+------+------+-------t----------t---tc"-s-----t-;a ,u,,_~ '~'t-.eb-+----tcc------i----+-+-----+==-----+-------t-------t----------t----------i w u co 9~-0 u -c-- W LLJ u "o co U U U ,-C::::LL Cf) t---.N~,;------t------+------+------+------t-------+------+------+-------t----------ji-s"'it,c-ccc-tj--::c-::-COO~c-'7"""'of-:--'-'-60dj-i,'U:,------t,,;--t~t--t----f---fe+----t------+-------t---------t---------j : ro LO -:=--N ,--.... • r=:' m I- "'/4 "'/• e,.; e,.;4 0 a, u "' - 296 292 296 292 w z ::J I (.) ~ ::'.2: .-c.o t.O~ r-..: 5s ~ "'<t" 1.0---0) ~ +n +o c:oo+o r--.tj-~g:; ..-gJ +cn.-CTl +~ ~----- rn u w ---n --'" 0 <D co 0 0 cD ----(~ -(~ --1-- - - - - -r-- - - - - S=--0.57% / EXISTING N'L Y TOP OF CURB ...__,,. N _____. '-----" N a, '<I-~ ~ ~ en '"" ' ix5 0 ~ DO 00 N a, a, N DO -N N -N -- in oo-o"' -------~-:::::;i_·-0--o--o-,1, --.., .. ..<)- .... \-.... 'I-- +----o-------_ _ __ S==-0.57% --- - - ---------- oo en +N oo-- u ID oo-o i\: ci5 a, +N oo-- N 0 N en N OJ N m N co OJ 0 a, N u u 0.. ...__,,.N • :t:m / EXISTING C/L GRADE ~ ~ .'.:'., I ~---. -~ <>: u ID 0 "' <D + N - i!2 -0 co + ci N N '!' - -u > ------ - - - - - - - - - - - - - ----c->---_JJ -J--C>------0------(;--- <D w N c,i .,,. -C' a, N a; a, '" N -+ N N N <D -a, a, -N N -- co N a, N -r--. ci a, N §; ID u_ u_ u -u 0 00 00 - CD u_ u u ' __, 0 -·- u_ u ' 0 "' n b r--c.o = + 0 00 N a, NN coNr,,i'" O>No ,.--...J""--,-., ----.m.,.--.., 1"1.-------... g -"' a, 0 0 0 0 N '" "' + -+ + N ,..., a, ,..., a, ,..., a, N N N N N N 0 0 "' + N ,..., m N N - "1 N r--. co + N ,..., a, -N -- -r--. N + 00 ,..., N N en N o-0 en + CD ..,.,,., N a, ----,--- 0 en 0 <D + n .... a, N N -~ ,...--- §; -CD w N "' -en N r--. 0 N + -r--. .... rn N -0 0 + '° N ----,... -_ .. _....(}---§; rn -0 S2 ' "" w cc:-~ -'° co + ITT ;,.: 00 N N -.... a, ~ co + sf' N N en 0 .... m -.'.:'., 0 N N N ~ -"' N + o-, O> N + m + 01 r--, O I.O Uc-,,j U VU O') U O ~ coN+N CONmN + gJ <C!1-ol-f"'"}I-01-N -- co ~ I-w w I Cf) w w Cf) 300 296 w z ::J I (.) ~ ::'.2: 300 296 300 296 --t-----coCYJ ...... ...__,,. ..... ...__,,. N----0 +c.o • + ..-w _....J)-- ..-N O C.ON n (0 ~ N tD + "'. ---.--.. 296 f------+-------+------+------+------+----1---.._c--'-~-iill~-~-~l-c~7,.,.,__+--+-------+------+------+------+-+-~Nw;;;~. ~ocs--"i+4o~-~¥~'-+,N~m+-----+------I-------+----------~---jf---m'--1 ~ 292 ~ __ 0 ___ +--_ _ _ _ _ _ _ _ _ _ _ S=--0.5]% / EXISTING S'L Y TOP OF CURB -~ ~ ~ ~ ~ N __ _.. ,_ -.....<r 8 loo--+---+------+-------=-i·-=--==--==--=-===i-===---==--==--=c-=j==~u~l...:la!.f-l----==+======-±,=-1__,_1~:--=--+-------+-----+-----=-==r+i----7:::0:~-::::;,=F----=:.!;:::=--==r=="'"""F-'----'°::;_;_,o"in~T-.,,-::-t.r--.~+.,,or~?--cnf,-f------'4 ,1, CJ ---------------------sr--Ir-----0------C>----(1---r--rn o co N r--+ LD N co ,-._ '--' + rn .j: ~ + ---=t-V m on ..-. ,------. ..-. ~~ N~ ~gJ N~ 00 r--. u n > -a, w a, -N "' en §; oci en w N --i'--0 + c--... a, N N -N n --a, + a, n cD N m <D -co~ ~-----Lf)m ~~ ~co or--c-:iill ~~ -:.__, CJ,..--.. +N m:::; Nn +o +o ~..-----j:::,..,.., +N uo:J 0 0 + N N --en - ~~ +o Nm NO'l nm ••~v, ~m ~ro g f------+-------+------+-------+-e'::',------+-------'----t------L....-----+-------+------+.;;;-_____ + _ _c~Hf;;::cl-----::±'Cc---'~"-+"Rl~--'N+N~-N-P.'.:'.,""'-----N'---+N~--N+2'..=-_N-+N~------+----1-1!tti'°'m--------1 ~ PROFILE SCALE ~ i!i .'.:'., ~: ~·0 '° N 16+00 17+00 18+00 -211 B---2124--2130- WESTERLY PL HORIZ: 1 "=40' '--"' N N -t VERT: 1"=8' 19+00 20+00 21+00 ' I I I I I STA 18+80.0B BC I --2138--I --2144---2150- --..(i9) --(1i) / --2156-- \ I I -21s2_ I - ------- STA 22+06.34 PCC PORT DURNESS PLACE EASTERLY PL 76' \ \ \ \ \ \ \ 11 22+00 23+00 ,( ~ / ..... STA 24+34.9B PCC 24+00 STA 22+15.42 PORT DURNESS PLACE = STA 22+23.07 PORT WHITBY PLACE 20 , 11 25+00 21 CURVE DATA 0 R f', L T 19 BOO.OD' 23"22'01" 326.26' 165.43' 20 600.00' 21 '50'01" 228.64' 115.72' 21 2170.00' 17'58'20" 680.67' 343.15' RECORD DRAWINGS 10' 20' C/L 20' 26' f _______ 1 (5) 1 .,....--EXISTING PAVEMENT 1 ----------------------1 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -p.1 .1i~~~ 1 3• AC/4" BASE r.-1-- f' · ·: ,_._ -• . ' · ,. •--i·' :· "l ~ rn ~ <( I " C "j, D w (/) (/) I 0 r--. <XJ en I 7 " C " D " (/) / -" D L " "' ~ w w ~ ~ (/) en 0 I .,,. 0 0 N (/) 0 r---00 cD 7 w ~ w " ~ ~ ').. "' C ·c: w w C "' CONSTRUCTION NOTES 1 +"-, ~ c,,J:j t..\'.:itl_ " -~ l'-i:),J C-3677 ~ G) VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. 2 , 1.5" COLS MILL AT GUTTER FACE 1'' COLD MILL AT CEPHERWIE . 0 ~~~-~--------------~-~========--~---------------------lo & NEW DIGOUT AP~:ovt Rdco~~:prn • PLAN SHEET #1 -PORT DURNESS PLACE % REF: TRACT 7845 @) INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD--511--L. @ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF SID--111--L. TYPICAL SECTION NTS . . /PRINCI.-..L--CIVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ..:2 DATE R.C.~~ :~/;~~; SEAWIND AND PACIFIC VIEW REHAB i 1----l-----l---------------+--+==----====;:=====1---------------~--------1? APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-587O-S ~ DATE BY DESCRIPTION REVISIONS CHECKED MS DATl\5 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 17 OF 26 ;:" 15+00 MATCH LINE SEE SHEET 17 • ; Iv, I II 11· ~ g-•~2: \ I -I I I I 0 I I I I I : a: I l!'· .. i·,,,,· .. '·,_1 •... ,. I q I I l,1! : ~ '" : ~ I "' "' "' t z §ii :i' iT'" I p1 ; -; I O I • ~ ""CJ ~ r- z v11cn m ~ 0 z I r~-c~--e1 [~l]f~·:J I I '° I "' □. C"> -----+'';,, I\ "''" •x > I >in n=' --....z "' □. > > ~~ " > --!. ) :!; 0 o'" >-< •:,: - • u, 0 I I I µ -,,.G> • {D" >> u,r'i, '"a:: s;i --, 1··-:~ . ~ f.-~-·:;_'-L I~ 'L ·_ -:',~ t::~ L.~~-4 I I I I I I I I I I I I I I I ~ \l I I I I I I I I I -.J "' iB c:: c,J ~--~ "' -· :,I , :, , -0 0 , , "' "' 3 "' o~:::o --, Ci" m o :, n ~. ur ~ !:!?. cr a 0"', :::, =c "' "' " < -· " "' :, =, 0. '° -· "' n -:::,0 ~ 3 er ci 0"' '< , CT :::, ~-m C O :, < CT ;;a "' --o ·"' , CT m "' n -o m-·" (") :, -, '< "' s·oa. Q n -CT ~ z C ""T1 ,:,CD~ ,,..,, o"o. 0 cl -0 -0 0 ~~::::, 0 5•:i'l ~ -0 0 on, =, 3 5'--~ ~ m en -· ~:::, g 0 --o-"' z -C: c,-:,<1>-G) "' "' 3 -0 -· 0 0 ~ '" tn ::::, CD VJ "' 0. C CT~ -, CD s· <D ti) ;s--o 5.-, C -, • ;:::+ ..... en CT 0 '< g 0 C: -, =, C n, ':;.<S-0 ~ ;; o-ro· , -=r u;· . ~~~ __.,., ~ ~('J • ~' ... .<) t:> n..,, . .., ~ °? 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(305.04) ~ I I I I I I (;6~~~) I~ I I (;6~~~) ~ I I (;6~~~) I~ I I 0 0 N 27-tl25 (30~.69) I 7+50 (p05.79) 127+75 305.74 I 27+125 (305169) I I 7+50 I l (}o5.79ll 1 I 7+75 305.74 27-tl25 (30~.69) I 7+50 (p05.79) 127+ 75 305.74 I OJ I 28+00 l 8+00 l 28+00 A + 305.74 f (~05.74) f 305.74 T 0 0 I 7J / / / < Q ;;a 8+25 J 8+25 J 8+25 J m ;;u ~ 305.19) T (Bo5.19) T (305.19) T ~N r / / / • • • • m 28+50 EVC J 18+50 EVC J 28+50 EVC J ~ ~ en (3o4 69) T 504.52 (304.139) • (3o4 69) T IIIIC") / / / ~~i!=: I :"\ m I ~ N in ~ I I I ~ + I ~ O I I I<:; 0 I f..."-. 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V) ~ +----1---+--<i OJ [;:_ i I cl a, -<': ~ I 35+25 I Ii 288.28 35+SO EVC (28$.53) 35+7j BVC (284.$5) I ,,. ,- I I ,I, T I I 0 "" z -, 0 ~ 34+00 IBVC (293.2~) 34+25 292.701 34+50 291. 93) 4+75 (:!90.95) 35+PO T I J T I (289172) 35+03.tl8 EC w (28, 57) 35+25 288.25 35+SO EVC (28$.50) 35+7$ BVC (284.p) I J I I ,I, r I J r I J T I I ,I. ---1 -<': 34+34.10 ECI (2$261) ;u ~ > -t-;-;;;:;;t:=--+--.d ~'ii'-<: (291 87) I u, ~ OJ "' -;:-tr:;;;;;+:-,---1---d ---1 &li (290. 6) 0 • --i-,,,-1--..L,{ lmJ -<': (288. 3) ~ 3 +32.7 BCR 287.77 3 +50 E C ,/ (1286.53)1 / I 35+ 7' BVC I -1 (284. 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III I") C' C r--. . ..: r-,;o ..-l"'"l -.;;t ;-, -:::;:-, N -;:;:::::-,_ 228 1---+-------+------+---------t------+-------+------+--------"------+-------+------+--_n_7l9--_---+------+------l------+------+---+---+--'c;;;cf'!;::ic-'.,.,w-e:!,'i--f--+,5:-;i,fii~-,--· --+--o;:8-ir!~C-. ---"N*• fi'os--_ -----t------+-----,, .... ;J-_ :;,;::;c---,Nc-t;~=;----+---C>'.-fi:::~N.r-7 PROFILE SCALE ---[D"' +"' ~ :>l D"' I!: N u D 22+00 21+00 CURVE DATA 0 R L::,, L T 24 55,00' 90'00'03" 86.39' 55.00' 25 2040.00' 21'05'07" 750.73' 379.66' 26 150.00' 44'26'52" 116.36' 61,29' 20+00 I STA 22+7.07 PORT WHITBY PLAC/ END CONSTRUCTION HORIZ: 1 "=40' 35 _1 , _c::i. ~ _c::i. ~ _c::i. ~ _c::i. : ;::i w fl VERT: 1 "=8' 42.4° 19+00 18+00 17+00 RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PORT STA 19+65.11 PORT WHITBY PLACE = STA 48+ 72.62 PORT ABERDEEN PLACE WHITBY I I STA 16+50.27 PORT WHITBY PLACE = STA 10+00.00 PORT CARLISLE PLACE 2437 16+00 -- 2443 ~- ' '" -----"'-'-"""' 15+00 14+00 13+00 CONSTRUCTION NOTES ® VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @coNSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE E. @ REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 8-INCH CMB. @ CONSTRUCT CAL TRANS TYPE "E" LOOP DETECTOR. PLACE -2501 -Z!9 1,6 r., ---+ . ...,i:.--- 2507 \ \ STA 13+35.76 PORT WHITBY PLACE = STA 33+14.48 PORT LERWICK PLACE 2515 ------- 2521 I I I I 12+00 -- 11+00 10+00 i (/) ~ \ \ \_~._t \\ ~ ,, ' STA 12+95.99 BC STA 12+53.00 END RECONSTRUCT AC PAVEMENT BEGIN COLD MILL AND OVERLAY AC PAVEMENT \ STA 22+23.07 PORT WHITBY PLACE = STA 22+15.42 PORT DURNESS PLACE \ ' \f '\ \ } ~v,C'c. {\ ,, R\..\S\..'t;. '].\ ~oR\i~ s'r\'2.'c.' REF: TRACT 7845 C-3677 E 0. en en N - ~ OJ w <( I "O C ·,; 0 '" 1/l 1/l I 0 r--- D:J m I D' / "O C " 0 '" ';!, .0 0 .c '" D' ~ '" '" ~ ~ VJ en 0 I .... 0 D N 1/l 0 r-- D:J en ? w ~ '" '" ~ 5- "' C ~ " " C ry C 7 D D <( APPROVAL RECOMMENDED : J 1 .. ,,; PLAN SHEET -PORT WHITBY & PORT RAMSEY ~ "O PORT WHITBY PLACE TYPICAL SECTION PORT RAMSEY PLACE NTS I PRINCl~ML ENGINEER R.C.E. NO. 46214 " ~ NEWPORT HEIGHTS, CLIFFHAVEN, ? ~-l---+----------l---l..::.:_DA~TE==18=MA:;::Y =200=5==-l--S_EA_W_IN_D_A_N_D_P_A_C_IF_IC~V_IE_W_R_E_HA_B--I ~ DESCRIPTION APP'D. 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N .--v .--U l!:./4 l!:./4 6./4 6./4 CO l""l r--. ... , V N I") et:: + ~...:.. . ,.., ~.r---.... + .......-u..-;:::::--.......... m r=::-- r---. 01n ...i-+~t"iO)r----0') OCO Ol I"") CO l""l~ ~ r-,,..N I'---l"1 I'---~O') ci ci ci A y 283 279 f------+------+------+------+-----+-----+------+------+------+------+------i------f------+------+------+------+------+-----+-----+------+------+------+---~--~~~-"'-+~-+~-+~-i--~~~~"',-j-~ro......,:",-J~eros+--~-_,...-'y283 279 ~-----+------+------+-----+~--=-==-+-----+------+-----=-------=~1~~==o=:::==t-~/~:Ex:1s:n:N:G~s:·L~Y=T~O-=P~~~F~C~U~R;B~~=-=-~-~r~S=-:-=~1-~J~3%~~-i;,--=-==-=0l_~~~:.,,t:~~0J0~~:,,,+,~~=--~~0 J::--=-----+~_::---=~-+~~---=---=-=~~~~--=--=--=-=j~~~~~=-=~-+=s~-=o~.5=4~%::..:::::_:~·t--=--=--=-=-:=-:=-f~=-==-==-==-==~-i==-==-===--........:=~~~~~M]~~;;:_-=-~'==~~f:~>-:::'li:.C::::t;~;;--~~~279 ---S==-0_.75%_, ________________ --(>---inm Nv ow r-,...w inw +.-N .--U +a +.,.... + + + U <DCO CO I ___ __'(:=::_:::::~~f-lt=":.-=:.-=-=-+~=-=:..=:.=-==-=1-+=-::=-::::..::::__j ______ (__ _____ j_ _____ +----"'k---.=lac-----:+cc---=+=c-----=ck:----::J---+-----=J,.~--,J:,,..---+-_j>~s---'"'~ro1.,__~Niro§...__N~ro:L_~-:j!ro~-~-$00~-~>~--~-~----+--------h's"-------+-----~:;;,.._------+------+.,;:;,.------+--.J',;:;:_ ---J'irr---Jb-__ (___;ultl),;NJ:~::__::N~ 275 I--W 'V N 'V N l"1 N V N V N CD ..-.. ..-.. ,,.-..,, ,.,., ........., ..-.. WO os LO..-.. a..-.. l,()N a-ll),:-0..-l.()CO 1,()0 ll)I"---... ai I"") C() ~~ 0~ Lnr-1 co~ O n.-r-,,.. ..-.. ..-. ,,.,, 0 0 N r--. N LO CO N 0> 0 I") r--. I"") in I"") N 1-I'---O'l N l(') .-0) O I'---00 CO O U LI') ~ U 00 n N cci + • + V + ~ + CX) + m + m + m + 0 r"'<T~ + 0 +,,.... CO O a O'l + + Ol + O'l • CO + CD r--. ......__.............. et:: (0 ~ • I'---~ ~ '¢ CO 'V CO V r--. V LO I") LO l""l LO I"") CO LO N CO ...-CO ~ CO ~ Nr-,,.. t;::; c~. I'---r--.N t.O r--. s::! N CO I"--......__--.._ a.. ,,.._ r--. LON -.... 1:.-:i V I"--V r--. 'V N 'V N '¢ N 'V N 'V N _. 'V N V N N ........., ._.. •·, ,_ I"") l""l N n ._.. I"'") PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' <X) ~ <O "' 49+00 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 I f; ';, STA 48+ 72.62 PORT ABERDEEN PLACE = STA 19+65.11 PORT WHITBY PLACE \ \ \ \ RECORD DRAWINGS \ \ I \ I \ I \ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed lo be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I \ \ I I I 0 R -22.2.6- \ I \ \ \ I I \ I CURVE DATA ,6, L 27 28.00' 82'48'17" 40.47' 28 2000.00· 7'48'1 o" 272.40• 29 1200.00' 22'29'01'' 470.90' 30 300.00' 24'27'59" 128.11' -2232- ' \ \ T 24.69' 136.39' 238.52' 65.04' \ I \ \ \ I I \ -2238----- I \ -2244-4 I 42 I- -2300--2306- <Xl - co -2312--2320--2326--2332-~ / .,,.,...--8" VCP MH/ 41 S / 40 N 89'1 foo· w 1- 39 _J_ I \ -233B- I \ I \ \ I -2344- ----------- S 38 f- ------,s• RCP ' 37 . \ I I \ \ \ STA 36+ 73.80 PRC E o_ CD ,0 N r--~ N " N --------t--------------w--~c-~· __ A_c_P ___ -_~_,,__ -----------------w - ~ OJ m <t I \ \ \ I \ I \ I \ \ I I \ \ I STA 42+73.62 BC i I ABERDEEN CONSTRUCTION NOTES CD VARIABLE HEIGTI-1 COLD MILL OF AC PAVEMENT. © REMOVE EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. 0 CONSTIRUCT 2'' FINISH COURSE ASPHALT OVERLAY. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. <O t ~ """' ----------- -"' STA 39+46.13 EC PL~CE NORTHERLY PL I REF: TRACT 7845 18' I \ \ I \ \ STA 36+33.33 BC \ \ \ \ SOUTHERLY PL 52' I ' C/L 18' 6' I I /~~l~~~~:l:=~~~~ ~T ___ j :"-~/:.] L1: • ,,-\ -: "l - --~ t'.·:·-:,:;<:::j 1__; 1.§" COLE) MILL AT GUTTER FACE 1" GQW Mill AT Gf:~lll':~bJMf: - 7' WIDE HEADER CUT . o" 1.5" TYP. SCALE 1"= 40' u C .,, 0 ru (fl (fl I 0 r--ro ,0 I DC / u C ·,; 0 Q> ';!, _Q 0 .c '" DC ~ '" '" L ~ (fl ,0 0 I tj- 0 0 N (fl 0 ~ ro ,0 DC / m ~ '" '" L 0-= C ·c: Q> Q> ·" TYPICAL SECTION --~ NTS C-3677 :s ~--------------------~----------~---------------------,« APPROVAL RECOMMEN,DED PLAN SHEET -PORT ABERDEEN PLACE ~ DATE BY DESCRIPTION REVISIONS '"J~t ~~ ~ l .c /PRl~C~~6Vl~~~~NEER NEWPORT HEIGHTS, CLIFFHAVEN, ;g DATE APP'D. DESIGNED CHECKED 18 MAY 2005 DRAWN SC DATE MGRACIA MS 15 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5870-S i" '" m 3- SHEET 20 OF 26 C.: ON -,._.., 52.32' V; P.l.=256.32 100· vc I P.l.=258.97 I -----< ,----< )--~>----c>-- -i--- - - -----~ - - - ---<--~>-----<>--- L=5 .12' <Xl-;:;:-N <D ~·N 1'i ~ 00 oo ~ "' = 75.39' -uD'~ ~ ~u I-0 • t- !!2 "'-1""1..()~ 10+00 11+00 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I 12+00 \ I I STA 10+00.00 PORT CARLISLE PLACE = STA 16+50.27 PORT WHITBY PLACE BC I ~ "' I I -0 iG I -2207- \ I \ CURVE DATA Q R 6. L T 31 2400.00' 15"31'00" 649.97' 326.98' 32 1600.00' 7"26'21'' 207.74' 104.02' 33 28.00' 94"09'06" 46.01' 30.11' I I I I PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' 13+00 I \ \ 2232- 14+00 I I 31 -2238- - I I 15+00 -2224- 15 ---1 2239--2245- 16+00 -2300- 16 • l -2301- PORT CARLISLE CONSTRUCTION NOTES CD VARIABLE HEIGTH COLD MILL OF AC PAVEMENT. © REMOVE EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB Sffi-182-L. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. @INSTALL NEW WATIER VALVE PER APPLICABLE PORTIONS OF Sffi-511-L. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. -2306- 17+00 18+00 19+00 20+00 I \ I I -2312--2318--2324--23~"" -y 18 S 19 --e__----1 N 89'39'00" W "-._ ______ _ -- 21+00 22+00 STA 20+83.08 EC E o_ <D en N ---------------------''-.--w--------------:_ -- -2307- ' --- , STA 18+29.27 BC -2315--2321--2327-I -2333- NORTHERLY PL PLACE I 10' 18' I \ I -2339- 56' I \ I STA 20+37.07 PCC -2345- SOUTHERLY PL SCALE 1 "= 40' C/L 18' 10' 1 --. \2., 1.§" GOL9 MILL AT GLITTER FAGE 7' WIDE HEADER CUT Q" -1.5" . TYP. 1" GQLQ MILL A+ bE~li:E;RLINE . TYPICAL SECTION NTS -"' "' L -U) '° 0 I _,_ 0 0 N U) 0 r---aJ en (le' / w -"' "' L -~ "' C ·cc "' "' C "' C w ,,onfESSJ_q,1r,, C 3677 ;::; %:'.~ ,..., ~ REF: TRACT 7845 -o ~ .. • C ~ (,,;'' ~---~----------------~A~P=P=Ro=v=A=L~R=Ec=o~M~M=EN=rn---~----------------------, i f:? "'" /; ;,-~ PLAN SHEET -PORT CARLISLE PLACE "' fi i/,,,,.,,/4 1'A f----+--+-----------+----, '"%RINCl~Vl~NGINEER • NEWPORT HEIGHTS, CLIFFHAVEN, f "~~gg!o5 DATE R.C.~~ :~/:i~: SEAWIND AND PACIFIC VIEW REHAB ; ~ ~ ~ "1!fi o;1~t~~ DATE BY DESCRIPTION APP'D. DESIGNED sc DRAWN MGRAc1A CITY OF NEWPORT BEACH R-5870-S § REVISIONS CHECKED DATE MS 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 21 OF 26 u__ "' u._ uu u._ ' u l~oo • u._ u ';.,, C:::LL ..--~ulO.,......... U U ~u 1'0f-N U U (D co C.D t-"! tO ,.....: I-C.D 1- 0 1-;--:;--+-~CXJlO~ ~O t"') I-f"1 ~ + I"") N • O') ""'. C.D..----lO NNl"J~ "'It-LO ,-... -~ 00 ,-... a:i "' N .... 00 a:i "' N + CO ~ I"')....:.._;,. N + n ~ N .,.., _ --~ C::. ,,,.-EXISTING N'L Y TOP OF CURB "' "' N "' "' 5 :,j C::. ~ -S 0.66% J - D .,.., "' .,., N ------------- .,.., ' N -+ .... .,,_ N N- 0 :.5 0 +-........ N C::, .,.., 00 ,-...o +N .,., .... N N ~ .,......... ........... ---LL.J.,......... N LO N 0 lO r--. O ~--::::;nr-ri:± .,.., .,.., ,-...o + . N~ NN +,-... NV NN -+ "' N v -N - -N I- w I Cf) w Cf) 256 252 we::, '-------, ______________ ----·-, 200' V.C. 2361---~,r=~-±=c=~c=Qbal-JIL-.---~+==-==-==j-:_----+-------+-------t-----+------+-----+------+-----t-------+-----t-----+-----f-----+-------l---+'--+-------I_._P~.l._=__.,_24~1.~97~m~_-----+---t----t~.-~--------f-------j • --~ 256 252 ~ ...... -~-:;;' 232f------+-------+------+------+------+-----+-----+------+------+-------+------+--------1------f------+-------+------+------+------+--+--+-----+-----r_:~·~~--------_ ___,_~_...-~--'--~+---+--~+~-~~;----1 I"') -<Y-..----N ..----~ N..._,. m w _ _,,, on LO-..j-= -<,.-LO LO N N ....J IL --<>----<>--+ r---: + oi 240 ✓EXISTING C GRADE ~-__________ --1----i>---N ...-N ...-I f------+-------+------+------+------+-----+-----+------+------+-------+------j--r/-----j------/-:-c=-::=-==-===b,,-----~,...====-===+------+------+---::+--:+:=:----::::+:::----:;ccf,-;;;,----::t-~-;=;f,-,i'--r,,l'i-s;?---'-'N'f'N,;....._.:_cN'fN,;....._--+--~(.)t---j S=-0.66% --_ ------_L-----1------r-~ 8 ~ ~ ~ ~ r---~ ~ 8 ~ ~I~ ~ 256 252 ---------------1---------------------~----.,......... .,......... ~~ ~ ~ ~~ ~g ~~ ~t ~; --2361-------<;>---~~==+--,--~~~==--+----+----+----+-----+-----+-----+-----+~---+--------f.;:,..._~---+----+C..,.C----+-----+-ixr-------t-~+~-----i-e-,--~--P'--~!,------f"'e<_-----f'-,<_-+----+--~--+----I ~ ~ ~ : ~ ci ~~ ---- ...._· ?;I l"'1 f"1 N ~ ...- ' --• N N ...__.. ..._,. - .(0 '-' y-U lOLO 01.() C'-JO> -..j-I"') . .--0-Lu 0::: r--0 lO • N ~ + N --C.-·-_.d..--.:I-U + cci + ~ ..__,,. 240f-------"'"'~--+------+------+-------+-------j------f-------t------t-----,=--+------+_--17/'--E-XI_STI_N_G1_-s·_~_ro_P_O_F_CU_R_~+-----=±==-====-J,,------=+====-==-=::...:i=='-------+--------+----l~~f----f----f--,ud--+t-+-+~:+tl":~-+~:.-1-:'-'f~_;__~~fc::,='------+-------j ----~'::Q.66% __ ______ ~ _ m N N ..; ic,' -------------------,,.--.. w.....--.. oO LOCO -vo .....--.. IX) N'-' OO ~ 236f--------'i=-~-~'>9:Frct:F~+----~~,=-====-==-==f=====-+-----+-----+------+------+-------+--------j---------1------~-:,,------+------+;c:---------+--------j~~}-------+----';!~~<----':0~"'g.__!,-...*O~ro~~ffi§04 00~t-2-f--+----1+i-tl-;"'~---+-------+--------j -l: ,,.--.. .....--.. ,._ IU) !;::: "'": ~ ~ ~ ~ ,J; ~ ~I~ ~ ~ 00 N ~ I ,-... N .,.., N I I "' .,.., N I L-----r--.. R ~ ~ E' i ~ ~ -~-~ ~ N ~ N ~ .:t; N ~ ~ ~ 1---......... .----<D r--. ...: N N -N ...,_,. I I I "' u._ u._ LL LL CDLL U U -u u uu = = '.:'"-l: 00 {O 33+00 32+00 STA 33+ 14.48 PORT LER~CK PLACE = STA 13+35.76 PORT WHITBY PLACE EC 31+00 I \ I I I PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' 30+00 29+00 I I \ \ 2226 I I -2232- ------29 ' c_8" ACP ------ -2233 -2227 I \ \ -- -2238- "VCP -2239 28+00 27+00 26+00 -2300--230~ -2312--2318- -/ L /_ M'!.,..---@ 26 't--(4)--I-- {16) -- 28 ~ /_ Z7 --T , 2301 2307 2315 2321 -2221-\ \ \ PORT WHITBY PLACE SEE SHEET 19 CURVE DATA 0 R L 34 28.00' 74'06'44" 36.22' T 21.14' 35 3600.00' 15'30'48" 974.73' 490.36' SOUlHERL Y PL I . \ \ \ : 10· 18' PORT I I 26+ 14.00 END RECONSTRUCT AC BEGIN COLD MILL AND OVERLAY AC PAVEMENT LERWICK PLACE CONSTRUCTION NOTES NORTHERLY PL 0 VARIABLE HEIGlH COLD MILL OF AC PAVEMENT. 0 REMOVE EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUillR PER 56' C/L 18' 10' 1 -1- 2 1.§" COL0 MILL AT GUTTER FACE 1" GOL9 MILL AT GE~llERU~IE -. . . - TYPICAL SECTION NTS - 7' 'MDE HEADER CUT o" 1.5" TYP. CNB STD-182-L. ® CONSTRUCT 2" FINISH COURSE ASPHALT OVERLAY. @ INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF SID-111-L. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH AC OVER 6-INCH CMB. 25+00 24+00 STA 23+39. 75 PCC -2324--2336- 1/• 1/4 1/4 1/4 45.7600 23+00 \ \ \ \ 22+00 E -~~ L -2330- o_ <D U"J N .,.., 00 -25 a:, .. ' .. _i:,_ -1 -2327 -2333 ' ' 4 -2339-34 ' I SCALE 1 "= 40' ,-... 0 ---... N ,::;_ N 23+60.00 END COLD MILL AND OVERLAY AC PAVEMENT BEGIN RECONSTRUCT AC PAVEMENT REF: TRACT 7845 STA 23+03.53 BC I \ I ' I I RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. APPROVAL RECOMMEN~ED ~ '" '" L ~ (fl U"J 0 I "' 0 0 N (fl 0 ,-... co U"J 5 w ~ '" '" L ~ (fl /" "' C ·c: '" '" C "' C w / D D C-3677 ~ "D '" L !---+--+------------+---, -J 1 , .,..-:;:'. PLAN SHEET -PORT LERWICK PLACE 0 = (fl I PRINCl,...,.....C VIL ENGINEER R.C.E. NO. 46214 ~ NEWPORT HEIGHTS, CLIFFHAVEN, go / DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB ~ ~--l----1---------------1--+==-====;=====-1---------------~-------1~ APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ DATE BY DESCRIPTION REVISIONS CHECKED DATE MS 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 22 OF 26 -· .,_ ........ _.,._ L L L ._, _ . .,_ L L ~ 0:, "' ori r--N ~ "' r--N ~ ~ 0:, "' '° r-- "o N <O 19+00 CONSTRUCTION NOTES @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 10-INCH CMB. ~ N N ,-..: r-- a, ,-..: r-- N ~ ~ "' N ,-..: r-- N 0:, r--N ~ N o::i r--N ~ 176'x15' - O> r--N ~ oci ~ a:, N ci oci N 0:, N ..., N 0:, N ~ N a:, N ~ PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=8' 20+00 - 0:, N ~ 21+00 - ~ ..., r--..,: a:, - N ..., ui !!' ,__ 0 st "' 0:, N ci "' 0:, N ~ ~ ;;, ui 0:, N i--- <O 0:, N ~ _e--- ~ r-- '° 0:, N ~ O> ui 0:, N ~ 22+00 ~ N "' o::i ,-:. a, 0:, N r--0:, N ~ --f--,___ -1------- EXI! TING SOUTHBOUND E~ ELEVATIONS '" . ~ "' "' o::i N ~ -EXISTING AND PROI OSED C/L GRADE co N ~ ~ 0 a:, . a:, N ~ ~ r--st o::i N ~ -- 23+00 0 r--m a:, N ~ 0:, ci "' N ~ ci "' N ~ - ~ a, ..., 24+00 ~ - r--0> STA 23+64.83 EC PACIFIC VIEW DRIVE RECORD DRAWINGS - These Record Drawings hove been prepored bosed on informotion submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. o::i ...; gJ ~ 25+00 0:, <O ...; "' ,N -:::-..., ..,: "' N ~ ..., <O ...; O> N -- - STA 26+66.36 BC ..,: "' N ~ ..,: a, N ~ ;;, ~ "' N "' O> N ~ L----1-- ~ ..., a:, ·--' - 26+00 ~ st 0 ,-..: a, ~ "' ..., <O STA 27+98.67 EC 40'x15' I 40 ~ r--0 ,-..: a, a:, "' ,-..: a, N ~ ..., 0 ,-..: a, iio ,-..: "' N - ..., o::i "' N ~ 1'!-'. ,-..: "' N - - - ., o::i "' N ~ o::i "' N ~ -=- o::i "' N ~ 27+00 / o::i a, N ~ ---- ~ ..., o::i gJ ~ 28+00 ... - -· - .,._ , .,._ .... v V CURVE DATA 0 R L T 38 575.00' 52"04'38" 522.63' 280.93' 39 413.00' 25'23'45" 183.06' 93.06' 40 245.00' 30'56'34" 132.31' 67.81' E Q_ a) "' N r-- 0 ----- N -::::_ N TANGENT BEARING S 44'22'32/ ---Jill '/,. --- \ \ \ REF: TRACT 1220 STA 26+65.52 EC ) NORTIHERL Y PL I ' I 12' ---" 7' WIDE HEADER CUT Q"-1.5" TYP. 2" AC OVERLAY 60' 18' C/L 18' / 23 L ________ __J TYPICAL SECTION NTS 12' SOUTIHERL Y PL I u 0 Q_ U) I 0 r--a) "' I 5- " " > u ~ u 0 ? _D 0 = " CY -w w L -U) "" 0 I st 0 0 N U) 0 r--a) "' CY / '" -w " L -;!, = C L " " ·"' = C-3677 ~ 0 ~M~-~-N-EW-DI-GO_U_T-------~-~A=pp=Ro=vA~L~R=Ec=oM=M=EN=.DE=D--~-P-L_A_N_S_H_E_E_T_#2---PA-C-IF-IC_V_IE_W_D_R_IV_E __ ~ __ J ~,_,...,-: . "ll , • 0 /PRINCI.-..J..--tlVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ R.c.~~ ::/;i~: SEAWIND AND PACIFIC VIEW REHAB iii ~-+---l--------------+---+D:.:_A:.:_TE=--====;======-1-----------------,--------~ SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ DATE 24 26 _:;:-15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET OF c.: DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED MS cr, <O ci 0 "' 0 - -L------------,J 'U -- ,J 'U ,L, u - ~ N Lt1 ci 0 28+00 -- r-- OC> ci 0 ,,, -- ' - \ CONSTRUCTION NOTES 0 REMO~ EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. ® CONSTRUCT 2" FINISH COURSE ASPHALT O~RLAY. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. ® ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @ REMO~ EXISTING AND CONSTRUCT 8-INCH PCC CROSS GUTTER PER CNB STD-185-L. @ ADJUST SURVEY MONUMENT TO GRADE. @coLD MILL AC PAVEMENT TO A DEPTH OF 2-INCHES. @REMO~ EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 10-INCH CMB. Ei "' ~ Ei ~ OCl OCl 0 ,-.. ,-,; 0 "' ~ OCl N ,-,; 0 ,-.. N 0 ..., - ~ OCl Lt1 "' 0 "' ~ = Lt1 r--ci 0 ..., ..., ~ L-------- PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=4' 29+00 -3233- 30+00 ..-; 0 "' ~ ~ N "' "' 0 "' ~ .....- ~ st-,-.. ~ "' cr, cci 0 "' ~ ci 0 "' ~ -_1---~ Ei ,-.. Lt1 ,-.. 0 "' ~ _L---- ----- OCl "' .; Q "' OCl .; 0 "' 31+00 I I ui 0 "' ~ ui 0 "' ~ "' - _ ..... --- EXI nNG SOUTHBOUND E ELEVATIONS ci <O 0 "' ~ ---- ~ N Lt1 cci 0 ,-.. OCl cci 0 "' -ci 0 ,,, ~ '----...,f---EXISTING AND PROPOSED C/L GRA JE N OCl OCl 0 ,,, ~ OCl 0 - ~ N "' "' S2 0 r..: 0 ..., -- 1,,.. ,-,.. l:"I .-, -- 32+00 33+00 STA 31+23.66 PACIFIC VIEW DRIVE = STA 18+07.13 MARGUERITE AVENUE 0 ci 0 "' ~ ---- -3300- ~ 0 OCl 0 "' ~ -- 34+00 MARGUERITE AVENUE SEE SHEET 26 PACIFIC VIEW DRIVE RECORD DRAWINGS These Record Drawings hove been prepored bosed on informotion submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -...;, <O "' ci ;;, 0 ,-.. 0 ;;, --1-- 35+00 ci ci ;;, ~ -- REF: TRACT 1220 0 ---- ------- S' "' ~ r-- "' -- -2 "Z· 0 = 4 "'Z· 2 -2 "Z· 0 36+00 37+00 ~ v- NORTHERLY PL I NORTHERLY PL I . I 12' ----------T:'\ (23)_ -- I 7' WIDE HEADER CUT o"-1.5" TYP. 2" AC OVERLAY I'.·.'. I [:~i.:~-~--- L',Sl::>:.: L I 0 0 "' "' I 18' 60' C/L 60' 18' / 12' SOUTHERLY PL I - SOUTHERLY PL I E Q_ a) "' N c-- 0 ----- N -::::_ N u 0 Q_ U) I 0 c--a) "' I ? " " > u ~ u 0 ? _D 0 = " CY -w w L -U) "" 0 I scj- XISTING PAVEMENT _________ _ 6" AC/4" BASE r.1 0 0 N ,-:~-J::j :::r2:2.J ________ _J TYPICAL SECTION STA 10+38.84 TO STA 31+75.00 NTS U) 0 c--a) "' CY / '" -w " L -;!- = C L " " ·"' = C-3677 ~ 0 ~/2\~1~-~-NE_W_D-IG-O-UT-------~~~~AP=P=Ro~vA~L~RE=c=oM=M=EN=,DE=D--~-P-L_A_N_S_H_E_E_T_#_3 ___ P_A_C_I_F_IC_V_IE_W_D_R_IV-E----,~ :J 11_,..-:;: • 'll 0 /PRl~~ttJ6~~6~~~INEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ ~-l---+---------l---l.::.:_oA_:.::_TE==18=MA:;:::Y =200=5 ==l--=S=EA:....:.W.:....:....:..:I N..:..:D:....:A:....::N~D=--:._P.:....:A=C..:..:_I F_:_:IC::........:,_V.:..:I E:..:._W.:__:_:R=E:....::HA:....::B=-i{ DESCRIPTION APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ f---~-~-----------~---t-cc=HE=cK=E=D---'-'-lbDA~TE~~="--1 25 26 ,:0:- RE~SIONS MS 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET OF c.: DATE BY --"'-' 'L ,... -L' ,v -,... -·- ,... --· - "'-' 'V I 0 ~ ~ 0 "' 0 ci ,..; "' N N ~ ~ - ~ ~ ,.._ a, "' "' ci ci "' P. ~ ~ ~ 0 ...-ci "' ~ -- "' 0:, ci <D N ~ ;;, ci "' -- 10+00 11+00 I ' ~ ' I I I I I I RECORD DRAWINGS I 81,i, b,?1't£_Gu~ I / These Record Drawings have been prepared based on information submitted, in port, by others. While this informotion is believed to be reliable, City of Newport Beach is not responsible for its occuracy, nor for errors or omissions which may have been incorporoted into these plans as a result. CONSTRUCTION NOTES © REMOVE EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @ CONSTRUCT CAL TRANS TYPE "E" LOOP DETIECTOR. @ REMOVE EXISTING PAv1EMENT AND CONSTRUCT 4-INCH AC OVER 10-INCH CMB. ' 10 ~ 0 ~ -ci "' N "' ~ N ---- ~ 0 ~ 0:, "' ., <D <O N ~ N ~ - ~ ~ N a: <O ci N "' ~ N ~ ~ <XJ 0 N cSj ~ ---- ~ "' " N <D ~ -- ~ 0 N N ~ ---- (D ,.._ N (D N ---- ~ 0 ,.,-; "' N ~ -- 0 0:, N <D N 12+00 STA 10+00.00 PACIFIC v1EW DRlv1E = STA 20+00.00 SAN MIGUEL DRlv1E STA 10+38.84 BEGIN CONSTRUCTION STA 10+89.37 BC ~~ I><~ ·~ ' L~ <:l ~ -,.,-; "' N ~ ~ :,< "' "' N ~ ' "' "' N ~ > } ~ ~ ~ ~ ~ a, ~ " "' (D ~ ..., a, "' ..., "' ~ N 0 -:,; "' " <XJ "' "' (D "' "' N ,.._ 0 <XJ ,ri "' "' (D (D "' N N N ~ ~ ,.,-; to "' N N " N ~ ~ (D N ~ ~ N ~ ~ -----1--- c-----'----EXI TING SOUTHBOUND E ELEVATIONS ~ ~ 0 ~ " ~ <D "' ~ ~ ,::: ~ "' " ~ (D ..., "' "' N "' a, :t "' (D <D "' N ,.._ 0 ., ui "' 0:, "' "' "' ,ri "' "' N "' N "' N ~ ~ N N ~ ~ "' N c:.:;, ~ N ~ ~ '-----tXISTING AND PROPC SED C/L GRADE ~ ~ -=-~ ~ ~ N ~ ~ a, "' "' ~ N ,.._ -..., "' a, a, 0 "' "' "' -~ "' "' "' ,.._ "' 0 .. ,.._ ,ri "' "' "' "' "' "' N "' N N N ~ ~ ~ "' "' cSj N N .._;, (D N ~ ~ N ~ ~ ~ ----I--- 1----~ EXISTING NORTHBOU iD EG ELEVATIONS 13+00 14+00 15+00 PACIFIC VIEW . V V ALL R&R FAILED AC (DIGOUTS) A.l 702'x16.5' w/ AB GLASS GRID B. 269'x8' • C. 418'x16' (ADDITIONAL REMOVAL) • A ~ ,.._ ,ri "' N ~ ~ 0:, ,.._ "' N ~ ~ ..., ,ri "' N ~ ~ ~ a, "' "' ,.._ "' (D (D N N ~ ~ ~ ~ ,.._ " a, <O ~ "' N N ~ ~ ~ a, a, ·" "' N ~ ~ ...-..., ~ ~ ~ N -;;;-,.._ ~ -"' ~ " r.: ..., "' (D N N <O ~ N (D "' ~ ~ N --~ -L....--- ~ ~ ::;: ~ r.: "' a, (D <O "' <O N <D ~ P. N ~ ~ L..,.,--' = ~ 0 .;:; r.: "' "' "' "' N ~ -- PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=4' ~ --aj ~ " ,.._ <O N ~ ~ a, aj "' N ~ ~ ..., "' aj "' ~ ---- 16+00 17+00 STA 18+42.20 BC - a, (D N ~ ~ a, <XJ ------ oi ci ,.._ N ~ ~ "' a, ~ a, N ,.._ N ~ ------v ~ "' a, ,.._ N ~ ~ ------------~ ~ ~ ~ ~ "' ' a, "' N ~ ---------- ~ 0:, 18+00 NORlHERL Y PL I I ------v ~ ~ 0:, a, "' N ,ri ;:!' ,.._ N ~ ~ / ,,,,,.,, ,,,,,.,, ~ ~ ------ 19+00 60' C/L ,.... ·-L V I") -' " -' ,.... - ,..... 7 A -' __ ,,_ £. V ,..,.,,. -' CURVE DATA 0 R L T 37 500.00' 51"36'19" 450.34' 241.74' 38 575.00' 52'04'38" 522.63' 280.93' SOUlHERL Y PL I E Q_ r--U') N 0 "" 0 0 Q_ (J) I 0 C-eo U') I 7 " "' > 0 ~ 0 0 .'? .D 0 = "' Cl' -"' "' L -if) DRIVE I 12' 18' 12' I I y-_,,_,.----EXISTING PAVEMENT f::T __________ j "' 0 I sj- 0 0 N REF: TRACT 1220 Q"-1.5" TYP. 2" AC OVERLAY 6" AC/4" BASE , ... :, -:~·,/!·-:~ ;:-·2G2.J -----________ _J TYPICAL SECTION NTS if) 0 r--a:, "' CY / "' -"' "' L -if) / = C L "' "' C = C-3677 ~ 0 ~/2\-1~~~-N_E_W_D_IG-OU-T--------~-~A=P=PR=ov=A~L =RE=co=t.t=ME=N=,oE=o--~-P_L_A_N_S_H_E_E_T_#_1 ___ P_A_C_IF-IC_V_IE_W_D_R_I_V_E _ __,~ i-=~-+----+--------------+----1 ; J 1 I ./ , ] I PRINClt"Oi.,,Clv1L ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, _g R.C.E. NO. 46214 ~ DATE 18 MAY 2005 SEAWIND AND PACIFIC VIEW REHAB rn ~--+---+--------------+--+==-====;:=====~-------------~-------I~ APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S 2-: :::, DATE BY DESCRIPTION REI/ISIONS CHECKED MS DAn;5 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET 23 OF 26 ~ ~ N ~ cxi 0, 0, ... N ~ <O ~ "' N _,,,.,.. ~ "' ~ N 0, ~ N N / r--"' ~ ~ ~ ixj ci i'< -"' V 0, ~ -m N / 0, 00 ~ .... ~ N / 2~ ~ 'L ~ -----L----~ N 2, .... -,u ~ m "' 0, 00 N ~ ~ <O N 0, ~ "' ~ ~-00 0, ~ r--N "' N ~ .,,, ~ .... 0, ... N -.c;, 0, l.---'v-"' ci N m ~ 0, 00 N 2. ..... N ~ -·- ~ 2 .... 00 --cxi ~ ,ii m N ~ "' ~ "' N / ~ ..,: ~ 0, 0, ~ N N / ~ "' "' ~ ~ m ci "' -.... V N "' "' ~ 0, 00 N / N ~ 21 .... ~ ~ ,_.., 'L ~ -----~ -2 ..... JU PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' 10+00 11+00 12+00 \ \ \ \ \ \ \ / -// /7 -- / -, --/ ; I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. CONSTRUCTION NOTES 0 REMOVE EXISTING AND CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. @INSTALL NEW WATER VALVE PER APPLICABLE PORTIONS OF STD-511-L. @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF STD-111-L. @) CONSTRUCT CAL TRANS TYPE "E" LOOP DETECTOR. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 4-INCH AC OVER 10-INCH CMB. - \ 'f. -- \ ' -\ \ \ ---·\ / ~ ;:::: ci 0 ~ ~ "' -0 "' _,,, ~ "' <O ci "' ~ ~ ~ ~ N "' i'-' ~ r---"' ~ ~ ~ "' <O -"' ,c; ~ <O <O <O 00 ,c; ,c; ~ -r--v "' ~ 0 N "' 0 s:,! :;;;: r--co ..,: ..,: ..,: 0 ~ 0 "' ~ ~ -~ "' ~ 0 "' "' N .,; ci 0 0 ;;; ;;; "' ~ _.:;. "' 0 "' "' "' ~ ~ ~ ~ ~ 0 "' ~ -----"' ~ -----~ ----- ,_ ---EXI nNG SOUTHBOUND E ELEVATIONS ~ ~ ~ ~ N 0, i'-'. 0, ~ ~ ~ ~ <O "' .... <O ~ ~ 0, 0 00 -"' ,c; 0, r--0, ,c; "' ~ -"' <O ,c; ,c; 0 0 r--0, -..,: ..,: 0 "' ~ "' ,i s:? ~ 0 "' .... ..,_ .,; ..,: 0 "' -"' ~ ~ 0 ci ;,, ;;; "' "' .::.'.-_.:;. ~ "' ~ ~ ~ 0 "' ~ ~ "' ~ i------~ XISTING AND PROP( ISED C/L GRADE ~ ~ ~ N "' ~ ~ 0, "' "' ~ ~ "' "' ... ~ N <O 0 -,c; ~ ~ co :;;;: "' "' r--"' ,c; ,c; ~ 0, -0 ..,: ..,: ,c; 0 N ... r--,i ;,!; ::t 0 s:? 0 "' -=----"' 0 0 "' N "' ci 0 "' "' "' "' :_:, ~ ~ ~ "' 0 "' ~ ~ ~ "' "' ~ ~ 0 ~ -~ --~ -"' ---i-----~ --~ _c--- ---I--EXISTING NORTHBOU ND EG ELEVATIONS 13+00 14+00 15+00 16+00 \ \ 4 STA 10+48.97 BEGIN CONSTRUCTION STA 10+0D.00 MARGUERITE AVENUE -MARGUERITE STA 20+0D.00 SAN JOAQUIN HILLS ROAD CURVE DATA 0 R [:;. L T 41 300.00' 42'33'58" 222.87' 116.86' 42 330.00' 39·50•40• 229.49' 119.60' ~ 00 ,c; 0 "' ~ ~ "' <O 0 "' ~ ~ m ,c; 0 "' ~ ~ ~ -c--~ 0 --"' "' "' <O <O <O ,c; 0 0 ,c; 0 0 "' "' 0 "' ~ ~ "' ~ ~ "' --------- ~ ~ ~ ~ co 0, 0, "' ~ --"' ": -<O <O <O <O 0 0 <O 0 0 0 "' "' "' "' "' ~ ~ ~ ~ ~ ~ C' = -;::;-~ -N "' "' -<O "' "' "' <O 0 0 0 0 0 "' "' "' "' "' ~ ~ ~ ~ ~ -----_, --~ - 17+00 ~ r--0, "' 0 ~ -- .... "' ,c; 0 "' ;::. ,c; 0 "' -- "7 .... ~ -~ "7 A - -.... ,.J ,u "Z' A -' "7 .... ~ ·~ 7 A - 18+00 19+00 E Q_ m CD N r---- 0 '--N -::::_ N u 0 Q_ U) I 0 r----a) CD I 5- " " > u AVENUE ~ u 0 ? .D 0 REF: TRACT 1220 WESTERLY PL I I I 12' V ' 7' WIDE HEADER CUT o"-1.5" TYP. 2'' AC OVERLAY 23 60' 18' C/L -----_______ _J TYPICAL SECTION NTS 12' EASTERLY PL I . I I = " CY -w w L -U) m 0 I .... 0 0 N U) 0 r--a) CD CY / '" -w " L -;!- = C L " " -"' = C-3677 ~ 0 r--~-~-----------~-~A=pp=R=ov=A~L~RE=c=oM~M=EN~.D=rn~-~----P-L_A_N_S_H_E_E_T ___ C_O_RA_L_P_L_A_C_E ____ ~ --J~I , as I • ......-:;: .._ 0 I PRINCI.--..J.--tlVIL ENGINEER NEWPORT HEIGHTS, CLIFFHAVEN, ~ DATE R.C.~~ ::/;i~: SEAWIND AND PACIFIC VIEW REHAB iii ~---l---1---------------l--+=~==::::;=======-l---------------r-------~ SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5870-S ~ DATE 26 26 _:;:-MS 15 MAY 2005 PUBLIC WORKS DEPARTMENT SHEET OF c.: DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED