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HomeMy WebLinkAboutR_5805_SCITY OF COSTA MESA VICTORIA ST 0 :".i '° JOHN WAYNE ~ AIRPORT ~~ If;,)- l'-1M fOl< (l' <'.). ;p CITY OF IRVINE UN\\IERSl1Y PROJECT LOCATIONS PACtFJc VICINITY MAP NOT TO SCALE SYMBOL LEGEND -Q-POWER POLE QSMH SANITARY SEWER MANHOLE 'l:f FIRE HYDRANT ~ u WATER METER BOX & SERVICE D GM GAS METER -0-VALVE -x-x-x- ..L.& .itL,t .LLL .LLL. : : : :: 1·-· : · • · • • · I . . . ... . . . -• -. . . . .. - POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE ~ BUILDING _ _ _ _ EXISllNG CONSTRUCllON PROPERTY UNE NEW CONSTRUCllON ___ 1r_ ___ CENTERLINE ----S----SEWER LINE -----W-----WATER UNE ---G---GAS LINE --E--PO'M:R UNE -TEL -TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM n: STREET LIGHT 7:, SIGN I= =I GARAGE OPENING t:::----------j 'MNDOW * SPRINKLER 0· BORING ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGATE BASE ACP ASBESTOS CEMENT PIPE ARV AIR REUEF VALVE BC BEGIN CURVE CATV CABLE TV CIP CAST IRON PIPE CMB CRUSHED MISCELLANEOUS BASE CMP CORRUGATED METAL PIPE co CLEANOUT (SE'M:R) DIP DUCllLE IRON PIPE DWY DRIVEWAY E EAST EC END CURVE FE FLANGED END LF LINEAR FEET N NORTH PCC PORTLAND CEMENT CONCRETE pp POWER POLE PVC POLYVINYL CHLORINE (PIPE) RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE R/W RIGHT OF \VAY s SOUTH sco SEWER CLEAN OUT SD STORM DRAIN STL STEEL SW SIDEWALK VCP VITRIFIED CLAY PIPE IV WEST SHADING LEGEND ~ COLD MILL lx888J RECONSTRUCT 4"AC/6" CMB EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UllllllES DEPT.) COUNTY SANITAllON DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT TELEPHONE 1-800-624-8153 1-800-611-1911 611 949-644-3011 714-962-2411 949-542-6222 1-800-422-4133 r,WP t\ ~ ~g ~ ~~ lFO PUBLJIC WORKS DEPARTMENT NEWPORT HE~GHTS PAVEMENT ~MPROVEMENTS SANTA ANA AVENUE, CLIFF DRIVE, ET AL. CHANNEL------a...- ~ el :j'_,,, ',: :) ~ ~~ %\0 ,~ /\ RECOMMEND APPROVAL APPROVED: APPROVED: 31st 1 r1 ST. ~ ST. i"i 11 UTILITIES DIRECTOR R.C.E. 25553 ST. C-3473 lD~~1p,w.Q. ~ CITY ENGINEER..E. NO. 24967 ' . 2439 WEST COAST HIGHWAY t :,.\ '6 0 HIGHWAY 1 0 ·' ru q:. ~ LOCATION MAP <;> NOT TO SCALE RECOMMEND APPROVAL RECOMMEND APPROVAL GENERAL SERVICES DIRECTOR DATE: I l DATE: VARIES o" c.f. ,,, , LL <.5 ' 0 5£E SHEETS IA-4A Of. PlANS T-5874-S FOR ST/r/P!NG PLAN5. Y(EET NO-DE=t:.RI PT/0/V- I A !>,ROAD STREET t; BolSA AVE .• cA S/\NTA ANA AVE". ( CllFF DR. 3A .3Z Ntl s-t. ~ LAFAYt:-rre AVe- 4A SHeJ<.IN6T0N Pl-~ SE"P. G-VLI.. lN. GROOVING (TYP) VARIABLE HEIGHT RETAINING CURB (O" TO 6") '-._..... EXISllNG SIDEWALK (TYP) -----........ 8.33% MAX. AT CURB (TYP) DETAIL B-CURB ACCESS RAMP '<_'t G. <l' 'i, p "' No. 43003 N.T.S. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHER\\1SE STATED IN THE crrYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE 111TH THE "STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCllON," 1997 EDlllON AND SUPPLEMENTS TO DATE. 2. EXISllNG UNDERGROUND UllllllES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCAllON AND ELEVAllON IN THE FIELD AT THE BEGINNING OF CONSTRUCllON. 3. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. 4. STAllONING REFERS TO CENTERLINE OF ROADWAY UNLESS OTHER'MSE INDICATED. CONSTRUCTION NOTES REMOVE PAVEMENT SECllON AND CONSTRUCT 3"AC ON 4• CMB. - VARIABLE DEPTH COLD MILL IN AC PAVEMENT. VARIABLE DEPTH COLD MILL IN PCC PAVEMENT. COLD MILL AC PAVEMENT. CONSTRUCT VARIABLE THICKNESS AC BASE COURSE. REMOVE AND RECONSTRUCT STAMPED, COLORED CONCRETE. CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL B ON SHEET 1. CONSTRUCT AC SWALE PER DETAIL A ON SHEET 2. EPOXY SEAL BElWEEN EXISllNG PCC CURB AND PROPOSED PCC GUTTER PER SPECIAL PROVISIONS. CONSTRUCT 2" THICK AC PAVEMENT OVERLAY. CONSTRUCT 4" THICK PCC SIDEWALK PER CNB STD-180-L. CONSTRUCT RESIDENllAL DRIVEWAY APPROACH (TYPE B) PER APIVA STANDARD PLAN 110-1. CONSTRUCT TYPE E AC CURB PER CNB STD-183-L. CONSTRUCT TYPE A CURB AND GUTTER PER CNB-STD-182-L, CF=6". RECONSTRUCT PCC CURB AND GUTTER PER APPLICABLE PORllONS OF CNB STD-182-L, CF=6", GUTTER 'MDTH=18". INSTALL GLASGRID PER SPECIAL PROVISIONS. CONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L. REMOVE CURB AND CONSTRUCT TYPE B CURB PER CNB-STD-182-L, CF=6". CONSTRUCT 2' PCC GUTTER PER APPLICABLE PORllONS OF CNB STD-182-L. INSTALL DOWEL PER CNB STD-108-L. MANHOLE FRAME AND COVER PER CNB STD-111-L. WATER VALVE FRAME AND COVER PER CNB STD-511-L. RELOCATE \VA TER METER, BOX AND COVER PER APPLICABLE PORllONS OF CNB STD-502-L. ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORllONS OF CNB STD-400-L.. PRIVATE UllLITY ADJUSTED TO GRADE BY OTHERS. CONSTRUCT PCC CURB ACCESS RAMP PER APIVA STANDARD PLAN 111-2, CASE C. SHEET INDEX SHEET NO. 1 2 3 4 5 6 7 8 9 10 DESCRIPllON llTLE SHEET CROSS SECllONS -BROAD STREET, BOLSA A VENUE, SANTA ANA A VENUE, 32nd STREET, CLIFF DRIVE, SHERINGTON PLACE, AND SEA GULL LANE. BROAD STREET (STA 3+27.76 TO STA 6+00) BROAD STREET (STA 6+00 TO STA 10+00} BOLSA A VENUE SANTA ANA AVENUE 32nd STREET (STA 10+00 TO STA 15+00) 32nd STREET (STA 15+00 TO STA 20+11.32} 32nd STREET-VILLA WAY, BEACON STREET, AND 2439 COAST HIGHWAY LAFAYETTE AVENUE BORING LOG BORING NO. 8-1 8-2 8-3 8-4 8-5 8-6 8-7 8-8 B-9 8-10 8-11 8-12 8-13 8-14 8-15 8-16 8-17 8-18 LOCAllON BROAD STREET -STA 5+00 BROAD STREET -STA 8+00 BOLSA A VENUE - INTERSECllON 111TH CLAY STREET BOLSA AVENUE -STA 12+00 BOLSA A VENUE -STA 13+00 32nd STREET -STA 11+00 32nd STREET -STA 12+50 32nd STREET -STA 14+00 32nd STREET -STA 16+00 32nd STREET -STA 18+00 32nd STREET -STA 19+75 CUFF DRIVE -STA 20+00 CUFF DRIVE -STA 28+00 SHERINGTON PLACE - STA 16+00 SHERINGTON PLACE - STA 22+50 SEA GULL LANE - STA 12+00 SEA GULL LANE - STA 17+00 LAFAYETTE AVENUE - STA 21+50 LOCAllON 4"AC ON NAllVE GROUND 5" AC ON NATIVE GROUND 2" AC ON NA llVE GROUND 3" AC ON NATIVE GROUND 3" AC ON NATIVE GROUND 6"AC ON 4" BASE 8" AC ON 4" BASE 8" AC ON 4" BASE 4"AC ON 4" BASE 4" AC ON 4" BASE 4"AC ON 4" BASE 8" AC ON NATIVE GROUND 4"AC ON NATIVE GROUND 4" AC ON 4" BASE 3"AC ON 4" BASE 4" AC ON 4" BASE 4"AC ON 4" BASE 4"AC ON 4" BASE C-3473 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 NEWPORT HEIGHTS IMPROVEMENTS TITLE SHEET DA1E 5-20-0Z, DA1E .5 -7...fJ-() "2-S,. LO-Dl_ TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DA1E M 2-0 zcvz. . 03-31-04 CIVI\. II-D_A_1E..&..-BY....a ____ D_ES_c_R1P_TI_□N _____ .1.,A-PP_"D-I. '1-,,D,,,,ESl,,,,GN"'E"'"D _s::;c~D.,.,RA,,,.WN~sc;:::RU~M~BY1 CITY OF NEWPORT BEACH l:==R=-5=8=0=5=-S==!I REVISIONS CHECKED FT DA"ffi MAY 2002 PUBLIC WORKS DEPARTMENT SHEET 1 OF 10 DA1E <.. t ~ t-1 .... '"s -t-- -i; :r ~ ~ f .._,_- s--, ~ V\ r + -i -.....__ 1 NORTH R/W VARIES FROM O' TO 8.5' 45' VARIES FROM 45' 36' -------- 5' :::J COLD ::,; MILL 0 ...J 0 u ' 0 g' SOUTH R/W R/W EXISTING PAVEMENT SECTION ------- NORTH R/W EXISTING GARAGE 45' 32ND STREET STA 10+92.29 TO ST A 12+92.00 N.T.S. (j:_ I VARIES FROM VARIES FROM 20.8' TO 20.9' 3' VARIES FROM NORTH R/W 6.5' PROPOSED PCC GUTTER ON 4" CMB 32' 25.5' -------- 12" x 8" AC PATCHBACK --~- EXISTING PAVEMENT SECTION 32ND STREET STA 13+67.60 TO STA 14+29.85 N.T.S. 32' 25.5' 45' 36' ------- 6.5' g• 3/8" AC LIP PER STANDARD {ALL TYPICAL SECTIONS) SOUTH R/W 5' 2'-~--< COLD MILL ...J ...J ::,; g 0 u ------- SOUTH R/W -' ...J ::,; 0 -' 0 u in 1--~---1 ' . . "'I., .. I ...-I~ -~" ~,-,,.,, I •~'---',JI • I ..__I • I i · '. : -....t-'j NORTH R/W 30' 18' 18' 5' ...J ...J COLD ::,; MILL 0 ...J 0 ...J ...J ::,; 0 ...J 0 30' 12' BROAD, BOLSA, 5. AND SHERINGTON, '-c~O~LDe--1 2 7'-12' SEA GULL MILL :J 0 u R/W u u VARIES ' ' VARIES 0 in --,-----, .,., :::J l. . 0 ='···•: I ~~ I __ _'.J ' ,,, ........ ..J ' ~ 4 --1 I __ .. I -1. ,I , . I :_ _j EXISTING PAVEMENT SECTION BROAD STREET, BOLSA AVENUE SHERINGTON PLACE, AND SEA GULL LANE STA 3+27+76 TO STA 10+00.00 BROAD STREET N.T.S. STA 10+42.86 TO STA 14+32.74 BOLSA AVENUE STA 10+00.00 TO STA 25+10.64 $HERINGTON PLACE STA 10+00.00 TO STA 19+60.50 SEAGULL LANE 30' 13' 5' 2 1--=c-icOL"'Dc-i MILL ...J ...J ::,; 0 ...J 0 u 17' 17' ...J ...J ::,; 0 ...J 0 u 5' 2 COLD MILL ...J ...J :a 0 ...J 0 0 EXISTING PAVEMENT SECTION CLIFF DRIVE STA 14+51.33 TO STA 33+04.56 N.T.S. R/W 12' 50' 33' ---- 30' 18' (j:_ VARIES FROM 10.1' TO 11.4' :::l 5' :a COLD 9 MILL 0 u VARIES'o :;?,; 30' ARIES FRO .1' TO 7.5 2 ...J ...J :a D ...J 0 u ' R/W VARIES FROM 11.1' TO 14.8' I ~-- - - ~ - - ---; -,p-. ·1 • • ..,~ . -. . ~ " EXISTING PAVEMENT SECTION 3221 BROAD STREET N.T.S. SOUTH R/W AC SWALE • st N PCC C&G A 3' BACK OF PLAN CURB 24" 24" ---------------~ I SWALE SECTION A-A TRANSITION FROM AC SWALE TO CURB AND GUTTER STA 5+26.36 TO STA 5+29.36 STA 5+76.46 TO STA 5+79.46 STA 7+69.23 TO STA 7+72.23 STA 7+91.72 TO STA 7+94.72 STA 8+46.59 TO STA 8+49.59 STA 8+96.55 TO STA 8+99.55 STA 11+52.74 TO STA 11+55.74 STA 11 +98.00 TO STA 12+01.00 BROAD STREET BROAD STREET BROAD STREET BROAD STREET BROAD STREET BROAD STREET BOLSA AVENUE BOLSA AVENUE N.T.S. 5' 2 '1--=c""oL"'D,-.J R/W 30' 30' R/W R/W 30' 30' R/W CD ® 0 © :::J MILL NORTH R/W 6.5' 32' 25.5' ::,; VARIES FROM 2.71% TO 3.04% g 0 u 32ND STREET STA 16+00.00 TO STA 17+76.33 32ND STREET STA 18+00.00TOSTA 19+20.00 -10 --~ -~ EXISTI~~ PAVEMENT 7\\~ SECTION N.T.S. VARIES FROM 1-5 9% TO 1.91% EXISTING PAVEMENT SECTION N.T.S. 37.5' ~ CONSTRUCTION NOTES REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 3" AC ON 4" CMS. VARIABLE DEPTH COLD MILL IN AC PAVEMENT. VARIABLE DEPTH COLD MILL IN PCC PAVEMENT. COLD MILL 2" IN EXISTING AC PAVEMENT. EPOXY SEAL BETWEEN EXISTING PCC CURB AND PROPOSED PCC GUTTER PER SPECIAL PROVISIONS. CONSTRUCT 2" THICK AC PAVEMENT. INSTALL GLASGRID PER SPECIAL PROVISIONS. CONSTRUCT 2' PCC GUTTER PER APPLICABLE PORTIONS OF CNS SlD-182-L INSTALL DOWEL PER CNB SlD-108-L. 48' - 5' :::J''-c-o~L~D_, 2 ::,; MILL g 0 u ' 0 - 0 -' 0 u SHADING LEGEND WA COLD MILL 10.5' SOUTH R/W 14' DIGOUTS STREET QUANTITY BROAD STREET 130 SF BOLSA A VENUE 540 SF 32nd STREET 50 SF CLIFF DRIVE 40 SF SHERINGTON PLACE 360 SF SEA GULL LANE 700 SF 7' 9' g' 7' EXISTING PCC PAVEMENT BEACON STREET STA 11+95.30 TO STA 12+55.30 N.T.S. R/W 32' 18' 2' 12' . . . 14' 12' . . , 14' 7' VARIES FROM 32'-55.10 R/W 2' VARIES FROM 18'-41.10' : g• 9' 7' XISTING PAVEMENT SECTION BEACON STREET STA 12+55.30 TO STA 13+63.10 N.T.S. 24" 14' 24" -----j I ~ • ,,_ .., ,1 • 4 •• • ,, : ' ._ _.:_ ~-• • • ·y~~ • 4 L ----·---EXISTING PCC PAVEMENT SEffHON' DETAIL A-AC SWALE N.T.S. 20 SANTA ANA AVENUE STA 10+00.00TOSTA 18+24.83 N.T.S. NO TIE: THESE ARE APPROX/MA TIE AREAS OF DIGOUTS FOR PAVEMENT REMOVAL AND RECONSTRUCTION FOR THE ABOVE STREETS. ENGINEER TO PAINT OUT EXACT AREAS. ~~ No. 43003 Exp. 03-31-04 4 ,;;:. crvn. -it} ~"' OF' CAJ.,1£ 20 C-3473 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 l'----!--....1----------~--IIOATE 5-2 /-02 NEWPORT HEIGHTS IMPROVEMENTS TYPICAL SECTIONS DESCRIPTION APP'D. DESIGNED SC ORA\\N SCRUMBY CITY OF NEWPORT BEACH R-5805-S l!--.L.-.L.----REVI_S!_ON_S _____ ..,__-l~CH~E,:::CK~ED~..,.;,;~D~A~TE,....:;="""ii PUBLIC WORKS DEPARTMENT SHEET 2 DF 10 FT 01 MAY 2002 DATE BY .\--) ~ ti t ~ -r } "-5 ~ "'\ + --,- ~ ----S' s- \I{ ;t) < (b 3 L Ji \ \j CJ \ C 'U I V . --•- STA 3+27.76 BROAD STREET= STA 8+05.30 BOLSA AVENUE . STA 3+53.92 BEGIN CONSTRUCTION AT EXISTING CROSS GUTTER SCALE 1 "=20' U'- U7 ,.,,.. U\. ,.,, u- ,., ,.. U'-' "A u, 3+00 \ \ \ :::, ·z -w "' {!) a:: ~~ <O zW (/)~ ' "' <( ~ (f) + X {!) ~ "' w (f) [D f--'-o 8' (f) 00:: 'u ~ -,-. L. -_J ' ---,-- 18" STORM DRAIN I 3+50 - ·- N ~ ~ OJ n - N ..,: OJ ---- <O ;:::- OJ ..,: ..,: OJ OJ r- --- "' 0 ..,: ro ---- PROFILE SCALE VERT. 1"=4' HORIZ. 1" 20' 4+00 "' 0 OJ -... .,, ro OJ r----- - ... -.,.: OJ "'-, " -- ..,: OJ ,.__, '<,;' - 'ro ,.__, ~ PROPOSED (i;_ FS 0 ... ..,: OJ r----- ~ --s,. "' "' "' - ~ 4+50 •· I,,' N . OJ ,.__, t-- _--..,____ EXISTING EASTI RL Y FL GRADE N '«, ~ is-... ID N ID N . ,.: ~ OJ OJ ,-,, r----- ' '--EXISTING (i;_ GRADE o, a::~ O• w-~t t-"' t-..,: ;;:, QI{!)~ 0 r-~~ z "' (/) . - ... [D ro a:: ,-,, ::, - EXISTING WEST RLY ·- 5+00 \ 3256 \ 3250 \ 3244 I 3253 I 1 R/W-----7 I I 1 I 3251 7- I I 3247 3245 I I I I I I f~!JFFBS! '!!gi ~'<-'t G. <5' ;,~ l~-t~I No. 43003 Exp. 03-31-04 ~ CIVll, ~ OFcA\.,b- c:, WM 3239 DATIE BY r,::;- <O ..,: ,;; OJ ~ O} ..,: OJ ~ \ -~ -- . "o ~ O} ... OJ 0 i0' OJ "' ,.__, -"' . 0 ~ --OJ ,.__, 0 -" 0 ~ s . 0.46% \ 0· f- c""1'"'" ILi f-W (f) :r: (f) ( {!) a::~ ·z w" ( • t-I=~ zw _Jw (f) :::, ro ... X {!)~ N ' w ..,: 0 OJ . z z 0 f- _<:( I 0 ---, 2 [D a:: ::, -\ s -0.32% ~PROPOI ED WESTERLY 5+50 \ I I 1 ·- 3238 6+00 \ I I 0 - - -o I I I <(OZ >-zo UJW, 3235 DESCRIPTION RE'-1SIONS 0 0 +-st c.o f- <( W f-W (f) :r: (f) w zw -w _J (f) :r: 0 f-<( 2 APP'D. l~VED, Sr:&- A.J _/c--£,-1 PRINCIPAL Clv1L ENGINEER R.C.E. AND~3003 DATE s:--<'.)<'.'._. DESIGNED DRAWN 86 84 86 84 86 84 CONSTRUCTION NOTES (D VARIABLE DEPTI-l COLD MILL IN AC PAVEMENT. @ CONS1RUCT AC SWALE PER DETAIL A ON SHEET 2. @ @ @ CONS1RUCT 2" TI-llCK AC PAVEMENT. ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-L ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CNB SID-511-L. @ PRIVATE UTILITY ADJUSTED TO GRADE BY OTI-lERS. SHADING LEGEND ~ COLD MILL C-3473 BROAD STREET IMPROVEMENTS PLAN AND PROFILE SC SCRUMBY CITY OF NEWPORT BEACH I R-5805-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 10 FT 01 MAY 2002 I t ~ ---{_ rl :::z:. ~ 11> --t, -" .... ~ " <.. (') V' 3 ! "JJ -f-... <.. "' ~ s -) iJi iJ;j " --"' u "' i r g IL ::i:, ......._ ~ <. V\ ~ p ~-,'l ,,. o' " + V'I ;t er- * 0 ., ' 0 <D ..,i OJ N ..,i ,--: ro ~ ~ 86f-----+------l-/----,''---------t-----~OJ~,----+-----~~----t-----liil-----+---------E~----t-----l,,.__----+-------J;;fr.----+---------l,~,.----+------l------t--------l ..-; "' (0 r--..-; 0 r--. ~ r<) N e e ____ ,.... _ co~ CO 01") 84f---+----l------+----==--==i---==--=~aa..-f--~--=-=lc=~c--=~_-+-.=_-_--=+----l-----+---+-----+---~---P"--------+---____µg----+---.J-x~~~---+------J -,--c--· -----c----- ,. r--. 0 "' "' " OJ 0 e 0 0 ' 86 ' ' / (0 s • 0.44% I- 84 I' I .-WI-:r: (/) (/) -wz w-(/) _J -,;;:-u I-N A' ..,i 2 ~ 86 84 6+00 3232 \ I I 1 "' N + \ . ,!e!. - WM <( liiWM C, -"-ff= - I I I . 3233 3229 " -" OJ " e S -• 0.44% ·- <(X 1-w Vlz = -, '-EXISTING WE,TERLY FL GRADE 6+50 \ mo I I ' \ - - 3227 ..,i • OJ " e s 7+00 3226 \ I I I I "------- 0.76% ,_ i GRADE 0.65% "! 0 " • OJ " OJ, "'-PROPOSED IESTERL Y FL GRADE ~~ EXISTING EA TERL Y FL GRADE S -0.84% 0 -, -OJ ,.., t--. co a::: ..... , Oil:'. W • ~ I-~()I-,j v, X w z -, r PR POSED i s / S = 1.28% -- N· OJ N e -- S -·( .66% U) ~ ...... w z 0 -, ~~ EXISTING WES -RL Y ~ on -_E_ = 1.48% \ nn 0 on --, .... FL GRADE • 1 ----UI...· ·11...1\1-.I , 7+50 3220 \ 3214 I I I - - PROFILE SCALE VERT. 1 "= 4' HORIZ. 1 "=20' 8+00 3212 \ I I - - R /W =:-::-::-..., \_ FL GRADE 8+50 9+00 3204 \ SCALE 1 "=20' - EXISTI ~G FL 9+50 \ DATE BY 10+00 STA 9+ 70.57 END CONSTRUCTION AT EXISTING CROSS GUTTER STA 10+00.00 BROAD STREET= STA 20.00+00 WESTMINSTER AVENUE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 DATE S-2 /-07..., G) 0 ® @) ® @ @ CONSTRUCTION NOTES REMOVE PAVEMENT SECTION AND CONSTRUCT 3" AC ON 4"CMB. VARIABLE DEP1H COLD MILL IN AC PAVEMENT. CONSTRUCT AC SWALE PER DETAIL A ON SHEET 2. CONSTRUCT 2" 1HICK AC PAVEMENT. ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-L RELOCATE WATER METER, BOX AND COVER PER APPLICABLE PORTIONS OF CNB SID-502-L. PRIVATE UTILITY ADJUSTED TO GRADE BY 01HERS. SHADING LEGEND ~ COLD MILL ~ RECONSTRUCT 4"AC/6"CMB V..£ ½;,~~{::J RECONSTRUCT PCC BROAD STREET IMPROVEMENTS PLAN AND PROFILE C-3473 APP'D. DESIGNED DRAWN R 5805 S DESCRIPTION SC SCRUMBY CITY OF NEWPORT BEACH - - ll __ ..____,,.._ ____ RE_VJ_S1o_N_s _____ ..__-<:.,,,cH""Ec""K""rn,--... FT-❖.,D.,.A1f"" 1 _M_AY-2• 0 •02'-<I PUBLIC WORKS DEPARTMENT SHEET 4 OF 10 t---I 1 ~ i r ~ I I • ! } ~ ..., --\-.._ :::i::: ~ ....,.-,... ;;! ~ ~ § f ~ ;,: I IJ' ' (f. \ 0 I lY I \J' N - "' N 0, N 0 N 0, -, -, " N 0, N N 0, 92i---------+----~~L-----+-------1-----i--------=----=~-+---~~~~====~~s~=~0=.4=6=%=1;;;z:::::===+'==--~~=-=----=~-+=~-=--==--:+-!=--==--~=-+~~,,.-L-~=~--ir_-_~~----_+-_-_-_~~--t------i-------+----+---------l ------1---EXISTING N RTHERL Y 94 92 -ROPOSED NOR HERLY L GRADE _ __/7 90 1-----+-----J==-----=-=:c_-_-_~E~X¥1S~TI~N~G~N~O~R~TH~E~R¼Yb--C?",.,,__+-____ -+ _____ +-___ ___tLj'211_/illl:--=='----+--------ll--~--+-----l-----+-----+-------+-----+--~:~.z98°~ro~-~-----+-------J---------j FL GRA E ~ ..->-..----I"') t--,.W 0 >- + w 0 ~ -94 (/) :5 (.) 92 90 - :~~ >-oo (/) (.) -, z 8 s = 2.24•_ N ci _o ·O N-o,N 0, s = 1.76% NO S = 1.36% -- '°o "! (XJ o,N 0, P OPOSED lj:_ FS N 0, -0, S = .06% 0, . a-,., N <D N "' N <( (/) a::~ ~:;; >-• ::, N ~ - N 0, S = 0.20% o, N . " "' . 0, "' 0, 0, 0 • (XJ "' • 0, "' CJ) S = -0.20% " N 0, "' <D "? <D "' • 0, "' ... N 0, + m •W -.:t-..._ No::: "' 94 92 90 94 92 1 __ 1 ___ 1°' ___ 1 ~_=----::::=t:+:::±~~¾d~-=-~~~l-----~-+~-=--~=-=~~==~S~==0.=55=%====~=-=-=-~=-i==-=~c_=t=-~=-=-=---==--=--=---=-t-~--=--+---~-+---f-----+---+---~ PROPOSED SOUTH ERL y EXISTI G SOUTHERLY 92 -901-----+-,-u-"""cns--""",h,,.""",-----A-----+-------l-----l-----µI--Gl~E-==4-----+------+-~F~L~G~R~AD~E+-___ ----jl-----+----+-----+----+-------l-----1-----1----~ 90 10+00 10+50 SCALE 1 "=20' STA 10+42.86 BEGIN CONSTRUCTION 0 8-3 ,._ ffj ~ (/J 11+00 11+50 I ------- ------- 12+00 510 PROFILE SCALE VERT. 1"=4' HORIZ. 1"=20' 12+50 512 13+00 514 13+50 521 \ \ 516 14+00 \ \ \ \ \ \ 518 DATE BY 14+50 STA 14+32.74 BOLSA AVENUE= STA 20+00.00 15th STREET SHADING LEGEND ~ COLD MILL ® ® @ @ @ @ @ PRINCIPAL CIVIL ENGINEER R.C.E. ~-43003 DATE S-h--02,. CONSTRUCTION NOTES VARIABLE DEPTH COLD MILL IN AC PAVEMENT. CONSTRUCT AC SWALE PER DETAIL A ON SHEET 2. CONSTRUCT 2" THICK AC PAVEMENT. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (TYPE B)' PER APWA STANDARD PLAN 110-1. CONSTRUCT TYPE E AC CURB PER CNB STD-183-L CONSTRUCT TYPE PCC CURB AND GUTTER PER CNB STD-182-L, CF=6". ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. BOLSA AVENUE IMPROVEMENTS PLAN AND PROFILE C-3473 DESCRIPTION APP'D. DESIGNED SC DRAWN SCRUMBY CITY OF NEWPORT BEACH R-5805-S 1>----___...._ ____ RE_vi_s1o_N_S _____ _._ __ c.,.cH'""Ec"'"K""ED,.....-FTiioii(,-D-,ATE"' 01 _M..,AY .... 20-02""1 PUBLIC WORKS DEPARTMENT SHEET 5 OF 1 Q ;u t~ ! t +-~ -1--.. ·1-1 ::z::. -t ~ ~ ~ ! r +-- (\ {Al -I) p "' -..s: D V, -1-~ ~ o:-1 :s ~ UI :r/ "' :+- .....,-s-~) "' =;c ; \)\ )CP ; c:, \JI I lf\ \} $ ~ ~ " "¾ / / STA 1D+00.00 SANTA ANA AVENUE = STA 20+00.00 OLD NEWPORT BOULEVARD 20 16 12 Q o' I SAWCUT /.... er ,# .¥ z Cl --' 10+00 I ----/-AND _JO-IN __ r. ,/. 18" STORM // 7 ,,.,_/ , I I S = 1.70% (t FS OJ CJ) • " -. -- > m - STA 9+76.19 41.11' RT MATCH EXISTING AC STA 10+08.24 37.43'RT JOIN EXISTING C&G - -"' ·O N--N 10+50 "N N. -"' - SAWCUT/ AND J0IN I -DO .... _,.. 0 > w - I I I I I I I PROFILE SCALE VERT. 1"=8' HORIZ. 1"=10' 11+00 " • -" CJ) "' ~ OJ OJ • -CJ) • CJ) 0 . N CJl > w - '-.;.11cB fS ~I JOIN EXISTING C&G -=---- I I L I . . <;,,,, . . . _.7.'-1/· .. / 1-1>'. --' 0 -m 0 0 tri N "' ,.-.: CJ) + 0 - • \'2-'\''-• -·.-.'.o~c, . . - . ~' '(,,G • • -k '< . . . • - . . •. •. --_. ·_ . -~ ·_ ,.._ . • .. -_"'._;•:-~-,~. -~---. •. • .•. - • -l '-'· • 17 'b°-' ._I<." 0 ~ <D OJ + + 0 0 -G-- 0 ,,., ci OJ +er oo -w CONSTRUCTION NOTES CD REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 4" AC ON 6" CMS. @ VARIABLE DEPTH COLD MILL IN AC PAVEMENT. @ CONSTRUCT 2" THICK AC PAVEMENT. @) INSTALL GLASGRID PER SPECIAL PROVISIONS. R/W 9 19 20 --G-- R/W SHADING LEGEND f½/'/] COLD MILL @ CONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L @ INSTALL DOWEL PER CNB STD-108-L cf) co1-1~1rc.ve,,-r Pee cvll-!; Acc.£.,s e.-,1.,((f rf.Jl-. t>E..-Ttltt... g ou S-1/€£:;-r I. 0 "' " ,,., - 1 7 - wcrz 11+50 I I \ \ \" I I I \ \ \ \i \ \ \ (I) \ \ \\ \ \ \\ JOIN EG ANA --G-- 't G . ,., .... ~ No. 43003 . 03-31-0 \ 12+00 --G- 0) 0 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 DATE "5 f),0 -Q'L, 20 16 12 "' z 0 l-o w (J) AVENUE C-3473 SANTA ANA AVENUE - OLD NEWPORT BLVD INTERSECTION DETAIL SHEET CM\, OF CA\. APP'O. DESIGNED DRAWN R 5805 S DESCRIPTION SC SCRUMBY CITY OF NEWPORT BEACH - -,:-_.__._ ____ RE_V1_s1-oN_s _____ _,_ __ n.,,,cH""E""CK""ED.--FT""'l,D""ATE""01-M""A""Y ""20""02"-!I PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 Q DATE BY ~ l-t ? ~ 4-, ;..._ ~ ;f ~ ' ~ ~- :s-~ ~ J t 8 7 8 7 7 6 .. e--- oz~ ...; >-~ N 0" + ::::,~ 0 (l:'. -(/) i"c z 0 (/) 0 z "' w m s "' ~ "' .• .... " '-' 0.94% - ,;;;- ,-..- L----f-.L--- OJ 0 r..: '-' ~ ;;:;- N r..: ,_., e---'' - N O> (0 lo "' /::, --f-------- c; . 1.54% " F GRADE 0 OJ OJ ro C ,..__ O> . it:- -----✓ ___ ,1--_.1.---- EXISTING SO TH ERL Y __/ F GRADE T- r-(0 " r..: IX) • e ;;• " ,. --- --i--------- PROPOSED l/ ~ GRADE - 'ro (0 ,_., --- PROFILE SCALE VERT. 1"=2' HORIZ. 1 "=20' >-- ---~ -~-- (0 ...... OJ O> (0 OJ OJ <:: C.AIC:, 11,-u v ~ GRADE - - -iii O> OJ ,_., OJ 0 OJ '-' -0<0 ~Z""': " >-en (0 (/) -"' w --en '-' i"c I 0 -..: :;; ~ s --- -N .... en 0 " ~ - i"c s 0.35% s --0.31 PROPOSED ORTHERLY ,-, ,... ................ 1.40% s --- 0 0 O> N O> O> + .... - >-~(/) • V 1.20% NOTE: TC TO MATCH I XI STING SIDEWAI , ELEVATION en "' cc.- s CL3.0% iN O> 0 O> 0 O> c:i cci -+ "' - >-10 (/] \ 9 8 "' "' e '\_ 10 9 \ 9 8 •· 10+00 10+50 I 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 STA 10+28.48 41.64' LT 6.72 FL STA 10+00 32nd STREET = STA 20+00 NEWPORT BLVD 1-IO 0:: 0:: 0 :3: !l. w $ _J w => zO Im JOIN EXISTING CITY HALL LAWN STA 10+49.81 61.46' LT JOIN EXISTING 6.82 EG I I I I CITY HALL COUNCIL CHAMBERS ~.L l _____ ---r------ SEE STRIPING PLAN FOR TRAFFIC I ~ / ~ CITY HALL BUILDING I SIGNAL LOOP DETECTOR REPLACEMENT . • . '/, :.% rr \ I _ 71 ~ ~t "'/ -, -• ,, _\ \ \ Y ---------_j?),_c, R/W :::::::-,.., 'b<,,"\_c, ----,----_ 8: .:'.:_MMUNITY SERVICES __ %_ ~ / /~ , _ _ -~, \_ '-.. -\, \\ "" V / I/ ~/////////////// '//// vf -~//4¥7/ ' -f ~"'STA 14+-29.90-12.85' LT 0 '),'\, '" ~ ---' ;_, -Jl/,t__....,4 -~;t:-,L-:_~~7~7-~7:!::::'~~~E~'$: //'•~-~-/~/~ ,-$~ END CONSTRUCT PCC STRIP GUTTER ,_,,✓f · ~ ~o { BEGIN CONSTRUCT PCC CURB , , _I, / ~ / -FL=9.20 / 0-1 ✓ /,~~ / // / 17 , y ~cw/ fes;:--\)56i~ I w~ t 1 /2 / / // / / / / . · -_ _ / / / Ji EXISTING ·r--:,,,~ 0 0 0 0 +ro L() ~1- <(w 1-w (/) ~ CONSTRUCTION NOTES ® VARIABLE DEPTH COLD MILL IN AC PAVEMENT. © @) @ COLD MILL AC PAVEMENT. CONSTRUCT z• AC PAVEMENT. CONSTRUCT TYPE A CURB AND GUTTER PER CNS STD-182-L, CF=6". @ CONSTRUCT 3' 'MOE PCC STRIP GUTTER. @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNS STD-111-L @ ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CNS STD-511-L. @ ADJUST SEWER CLEANOUT TO GRADE PER APPUCABLE PORTIONS OF CNS STD-400-L @ PRIVATE UTIUTY ADJUSTED TO GRADE BY OTHERS. CURVE DATA 0 R L T 1 500.00' 6"04'36" 53.03' 26.54' STA 10+23.55 BEGIN CONSTRUCTION ~ 39/' / / "' 1 ~ sTA f3+67.61 12.91' LT / / -r;; ~~ 1 ~N _ ~L@--'!EL-___ 8 ! 6 __ 32 _nndd ! 1 ,/ / 10 I/ BEGIN CONSTRUCT PCC STRIP GUTTER ~}~~ _ // t/ l~ "//::'~ s @f: ~/:: / -fe I -i----+-~ ~ ~ STA 14+50.73 BC WW Zw _J (/) I 0 I-<( 2 1 . I I 0 I I m I \ SCALE 1 "=20' I I I :'/ x / / / / / / / / ,,r / / / /, / / /in / / / / // / / / / / / / / / , / / / / / / // / / / _ ~ __!' _, PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 • ll----1'-~----------v-----iDATE S-'2!-07.._ SHADING LEGEND ~ /jj COLD MILL - NOTE: REMOVE AND REINSTALL PARKING BUMPERS NEAR CITY HALL. DAMAGED BUMPERS SHALL BE REPLACED BY THE CONTRACTOR. C-3473 32ND STREET IMPROVEMENTS PLAN AND PROFILE DESCRIPTION APP'D. DESIGNED SC DRAWN SCRUMBY CITY OF NEWPORT BEACH I R-5805-S I l:-_..,___..,__ ___ ~R~EV1~s~,oN~s-----...._--fr;:cH~E,;::cK:::,ED~-FT""'tDe:-:A~ffi,..M ... A"'Y""20-0"12I PUBLIC WORKS DEPARTMENT SHm 7 OF 1 Q DATE BY - ,~ ~ 1--f ~ 0 I'- vi 'l-o 0 c! <... i ~ ~ } ~ ~ ::i:::. ~ -...-:s- ,:;;-i om om ci ro 0 + I{) 80 .. ,. .,. si;;, m m <D -ro 0 "' m "' e ,,., + --~~ 0 ;::-m "' <D ,,., -e ro + I{) .,. m ~ 0 ~ I{) + + ro "' -<D >-~ ~ I~ + + I{) I{) - <D -- "' <( >- I{) "' OJ N ..f 0 o- <( ----V) ~ --------10f--l----+---------,¾+--------.,+--+------+------+---;~m+---+-----H~+---t~-----t---~---==--t-""'l-~~----:__----:__-_-t--_~---~~-:_-_-t--,_-t--_---::--:=~-t-=-==~--t---'----=-==-t=-------t---:----t------i------i------i---:11-------t----, -<( >->-{f) {f) "' <( {f) ~ 11 10 ----~---9 r1--.. s~7"-~·~n===¾t-:=-~~=i=c...==--=--t-=----====:~=-=-=i~t==-=:~~---t=~;-,,,-,,,,--,,,---=---_+t------i-----,----,----,---,----,----,----,----,---4----,----,----1:~:i-~--i----, / EXISTING NO'llHERLY ~L------"' ~ -N ~ ,,., -. ' . --n PROPOSED NORlHER:~"--,,L:____-+----+----+----•·+----~F=-=-GR~A~D~E_-_-~--1------1------1•· ____ --1------1-------1-------1-------1-------1-------1-------1:-------1:----n1~------1:----~wr.r~---ii--------i FL GRA E ro (o' + C . 0 ~ ~, -,,., 0 I{) -,,., 0<( +o N U1 . ,,., mm ~ 0 ;:: mm fC., 10 ls ~ -Q2S% S ,::_ -1.14% {f) 9 9 8 15+00 0 0 . 0 0 r----+ L[) 1-~ w<( wl-:r: (f) (J) WW wZ (f) _J :r: u I- <( 2 rr I I ..__ ..J 15+50 O> T - :::, o-+ <D - 16+00 <D~ ro "' mm 0 ci - <D ro e l~'ro <D 0 ..,: m EXISTING OUlHERL Y ri ~D.A,r\f:' , ro :;-- -0 0 ci -~ PROPOSED I/ -'t. ... <( !'..l ci - - ';::" ci ~ ,,., .,. "' m I{) I'--' + •-L----r--+--'------~ V 17+00 17 CURVE DATA 0 R L 1 500.00' 6'04'36" 53.03' 2 500.00' 6'04'36" 53.03' PROFILE SCALE VERT. 1"=2' HORIZ. 1"=20' 17+50 10 r.- L > T 26.54' 26.54' - ;::.o ~ S ,.30% -7 E !STING / G: GRADE __/ ----- 18+00 ro U1 ~ I 1 I - ru SCALE 1 "=20' ~~ "':r---. ,-; ...i-o d m -ci 0 -·>----m -C .---- I{) -+ ro - 18+50 -- \ ' s, • 0.27% I{) <D "' -± 0 -+ OJ - "' .~ - 19+00 T E OJ 0 "' N "' 0 -- OJ -<( ~ - I 19+50 2 8- 20+00 1:---c---c--------------1:--11APPROVED ~h ~AL CIVIL ENGINEER R.C.E. NO. 43003 11---t-+------------'.--IIDATE 5-/0-a 0~ N I-<(W 1-W ' -, (J) w 7W _Jw :r: (J) u ~ 2 12 11 10 11 10 20+50 CONSTRUCTION NOTES SHADING LEGEND WA COLD MILL STA 20+11.32 I I > C-3473 32ND STREET IMPROVEMENTS PLAN AND PROFILE 1:-0A_TE....__sv__,,__ ___ □E_sc_R1_P11_o_N ____ ......,AP_P_'o_. i;.,□,,.,ESl""G,.,:,NE,,,.o __ sc-c,o,.,R...,AWN--sc_R_uM_BY-11 CITY OF NEWPORT BEACH R-5805-S REVISIONS CHECKED FT DA~ MAY 2002 PUBLIC WORKS DEPARTMENT SHEET 8 OF 10 r ! '\-. ~ ~ <l f ~ --\....., ,, vJ -;i· N -:> ._s C>- ..... V\ :-\.-:;\-- ... cl I' -t £' ~ ~ ~ ---1 } ~ ~ ":::f:=. ~-~ ---) 1./\ :::0 I ' IJ1 j~ 10 -0 r IJ\ \ if' -t"_ :.0 ., ~ \ ct--26 ------TV-- (81.35) FS STA 18+50 €, I 1'o~ I yS I I STA 19+00 ......... I I I I I I SiA 19+50 zW -::::, t-z vi,w ::::, > I-<( I 2542 ZODIAC ' I I I I I I I ' I 2500 2530 2510 NEWPORT BAYPORT DOG BOAT YACHTS SALON SEA RAY . . COAST I I I I 2436 2430 COSTA DEL COLDWELL SOL BANKER INTERIORS . ' I I I I 2400 STATE FARM INSURANCE I I I I 2332 JACK SHRIMP ~R/W---L.,--------,--- HIGHWAY -----+-------s--------------------------s 51 52 ___ ,_ --- STA 53+05.00 FL = 6.17 BEGIN CONSTRUCT CURB AND GUTTER -----------s;---------------- 2601 JOSH SLOCUM'S 2547 VIKING PORT STA 17+44.36 BEACON STREET = STA 26+09.71 SANTA ANA AVENUE 2537 PHANTOM MARINE ELECTRONICS 2523 ARCHITECTURAL ANNEX 2507 BOAT CITY YACHT, INC. 2505 COUNTRY WIDE HOME LOAN CONSTRUCTION NOTES 53 54 't: 55 _, __ _ STA 53+30.00 FL = -;;.42 14 END CONSTRUCT CURB AND GUTTER -----/------:s .,...,_ - - - --~G_ /_ ~ ---=-------=---~ -_ -_ -_ ~ -Tt:L -----=-----. /j ---= 2439 PEDIGREE MARINE INC. YACHT, INC. 2431 HORNBLOWERS CRUISE AND EVENTS 2429 YACHTS 'R US R/W STA 15+40.02 32nd STREET = STA 10+00.00 VIA WAY 1----c-----G;--REMOVE PAVEMENT SECTION AND CONSTRUCT 3" AC ON 4" CMB. VARIABLE DEPTH COLD MILL IN AC PAVEMENT. EXI TING cc 1 I SAWCUT AND JOIN cf' "". \ I \ / I \ \ --------- STA 18+10.60 -s 1-w w ct: I-- Cf) -/ z 0 u <( w co I I VARIABLE DEPTH COLD MILL IN PCC PAVEMENT. CONSTRUCT 2" AC OVERLAY. CONSTRUCT PCC CROSS GUillR PER CNB SID-185-L CONSTRUCT TYPE A CURB AND GUillR PER CNB-SID-182-L, CF=6". INSTALL GLAS GRID PER SPECIAL PROVISIONS. SHADING LEGEND ~ COLD MILL STA 15+13.08 ANGLE POINT FL = 8.92 STA 15+08.11 28.82' LT BEGIN CONSTRUCT CROSS GUTTER FL = 8.95 15 32nd STREET ) :::\"' ~""""""~"' ~ • ( I ! I ~~~ No. 43003 . 03-31-04 CIVll., 10 0.3% SAWCUT AND JOIN 20' STA 15+52.19 JOIN EXISTING CURB & GUTTER (9. 70) TC, (9.38) FL STA 15+74.37 28.3B' LT JOIN EXISTING CURB & GUTTER TC = {9.48), FL = {9.03) 1/ LL/ ,,.:::;./-LL..L.£...£.~ 1/ .L'.1/ / d// /u ~s'----~,.__,':-l--1- ~ ~ -----------w- I 12' q,".1'\,0\ ~I "'" I I I 1 • ~ I I I STA 15+46.37 44.07' RT END CONSTRUCT CROSS GUTTER JOIN EXISTING CURB & GUTTER TC = (9.30), FL = (8.59) 16 ---r -1-- . SCALE 1"=10' C-3473 NEER R.C.E. NO. 43003 l~-!--~--------lr-"ioATE 5-JD--D'L 32ND STREET-VILLA WAY, BEACON ST, & 2439 PCH DETAILS DATE BY DESCRIPTION APP'D. DESIGNED SC DRAWN SCRUMBY CITY OF NEWPORT BEACH R-5805-S ll,.:.:J..:.:.J. ___ ,;_;:::::-:::~----..L.-irc;cHiE<EciiKE:iS'D-4DiAAITTE ............ II PUBLIC WORKS DEPARTMENT SHEET 9 OF 10 REVISIONS FT 01 MAY 2002 ~ } ~ ~ i ~ "'t-,, ~ {.__) ::t: ~ ~ --s,- ';l ~ <..... V" i ~ ~ -k-v< v,J I" (-1 l-1. .I>,. s .5 lJ,) r,... f' ...n VI "' -1-r. " r-, P,o ~ 0 l }' -1-. 7' ~ :s· ::i:: <-" t-t::.~ '( S;"" CD 0 @) @ @ ® .0 t--- -- ;,-- SAWCUT AND JOIN --- CONSTRUCTION NOTES REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 4• AC ON 6" CMS. VARIABLE DEPTH COLD MILL IN AC PAVEMENT. CONSTRUCT 2• AC OVERLAY. --- z z 0 c.o >-w (..) (D :::, 0 ~ .., If) ct is N C..l ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNS SID-111-L ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CNS SID-511-L. PRIVATE UTILITY ADJUSTED TO GRADE BY OTHERS. SHADING LEGEND ~ COLD MILL ,5J 30' ..>~ \I ..> 0.. '<.0 I I I I I L __ I \ \ \ \ \ \ ~ 32nd STREET \ \ SE> HEET 8 FOR WORKEJ: 32nd STREET \ \ 20+11.68 32ND STREET \ . ~ '<.0 a, Cr 'V \ " ' '. ~ G) 'o <o <,_0 <,_0 <,_0 <,_0 'b'b "'\, ,,_0 «." '<.0 '< c::,'b "'.Jc::, a,· <Y C::, • l\c::, "' " X '<.0 'be::, 0 o,c::, 0 ~;;-, X <,: c::,x '< 4' ~~ t;-'?' 13>· '" I\~ <o t;-'?' ~-f,._ '?' a,· 0 " _J N 21"49'12" E w in -- lAFAYETTE c::,· ""' a,'o ~ ~ .;-' C::,· " c::, • " c::,c::, x'c::, '<.0 c::, ..(-'<.0 x'" '<.0 '\, s, 'V j;\ " '?' (J 0 c::,· I::' 5 21 SMH 'V !\' f,._ '?' c::, '), "'b f,._ '?'; c::, • 0 I::' 0(:' ~ 12"CIP 2 - RELOCA TIE EXISTING STOP SIGN 11.97 FL 11.95 EG ,, . ,, . \ " ":, c::, <,_ 0 .,,_c::, C, ' X ,x '< 'V ,i' '\, a,'b t;-'?' ~c::,· f,._ '?'; c::, • 0' 0(:' RIDGELINE 10 r----12" CIP 22 :. VCP~ ---- - w >-; ~ AVENUE WO >-z <C N u.. .., <C ...J co gj -. . .., m LO LO + + 0 -N N II c'tvD :::::::::~71""'~ ~ S ..q---CONSTRUCT 4" TIHICK PCC WALKWAY 18 ' ecc/2<-,.s 4'WIDE BY 20' LONG. CONSTRUCT 1 ~ '--'~ 'Iv C<fc-3.;,.J TYPE B (CNB STID-182-L, CF=6") Cl o 47,.,' G 1 B_<:?• PCC CURB ON BOTH SIDES OF <2.? \: l.99 ,?J-WALKWAY ii, f't_ DETAIL A SCALE 1 "=10' "' "' \ " \ 1 " " \ \ / '"" / ..,. c.o / "? w / 20' p D JOIN " " \ \ \ \ I I -=-G---- \ \ \ \\ oz zo w >- o O U') :::, • "' .., >- LO lfJ +z NO NO I I C:f I I I I I I I I STA 22+80.37 LAFAYETTIE AVENUE = STA 20+00.00 'v1A LIDO DELETE DESIGN INFORMATION WITIHIN CLOUD AND CONSTRUCT ISLAND AREA PER DETAIL A I AS BU~lT APP D. DESIGNED DRAWN SC SCRUMBY CITY OF NEWPORT BEACH R-5805-S REVISIONS CHECKED DATE FT 01 MAY 2002 PUBLIC WORKS DEPARTMENT SHEET1QOF 1Q r -+--.. 1--, -l ~ t j-._ (L ~ t ~ ~ ::-i:::. ~ '-Cl -,,.__ ~ ~I ' ~ ' ... " " :I-r :? ~ -..::..