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R_5901_S
::r: u <( w OJ z ~ (.!) z f-z ::::i ::r: LL.. ('.:: u ~ i1 '"' "' ADAMS AVf.. ORANGE COAST COLLEGE CITY OF ORANGE CO. COSTA FAIRGROUNDS I;; MESA i i f. I 'IICTORIA ST. ~ < 19TH ST. 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 'tf D POWER POLE MANHOLE FIRE HYDRANT METER BOX -----®--VAL VE POWER POLE ANCHOR G MONUMENT -x-x-x-FENCE 1----· •. • • I : ...... : . . : : . : BLOCKWALl TREE SHRUBBERY ASPHALT PAVEMENT RAISED MEDIAN STAMPED CONCRETE CONCRETE ~ltttt«1.Jl BUILDING EXISTING CONSTRUCTION - ---PROPERTY UNE ~ • ~>t-$ ~, UPPE E\\f'ORJ,- BA IT r e ~ CITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT JAMBOREE ROAD REHABILITATION PROJECT From University Drive To South Bristol Street C-3785 STPL-5151 (018) UPPER l.l NEWPORT % BAY l!l PROJECT -------n LOCATION GENERAL NOTES 1 ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL IBE CONSTRUCTED IN ACCORDANCE 1'11TH_ THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION; AND 'SUPPLEMEIIITS TO DATE, EXCEPT AS OTHERl'l1SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACT 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 BEGINNING OF CONSTRUCTION. 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. CONSTRUCTION NOTES 0 REMOl'E EXISTING PAVEM[NT FOR PROPOSED SlRUCllJRAL SECTION/IMPROl'EMENTS. ® 0 .0 ® © 0 © ® @ @ COLD MILL EXISTING AC 2-INCH '!HICK, UNLESS INDICATED OTHER'MSE, PER DETAIL "A". REMOl'E ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. REMOl'E EXISTING CURB & GUTTER AND CONSlRUCT TYPE A PCC CURB: (8" CF) ANO GUTTER PER CITY S10. 182-L CONSlRUCT MINIMUM 1-INCH 'lHICK AC LEVELING COURSE, UNLESS INDICATED OTHERl'f1SE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSlRUCT MINIMUM 2-INCH THICK ARHM OVERLAY. REMOl'E EXISTING MEDIAN CURB AND CONSlRUCT TYPE B PCC CURB cs· CF) PER CITY SlO. PLAN 182-L REMOl'E EXISTING CURB & GUTTER & CONSlRUCT TYPE A PCC CURB & GUTTER (8" C.F.) PER CITY S10. PLAN 182-L. CONSTRUCT 2' l'f10E FULL DEPTH AC, SEE DETAIL SHEET 2. REMOVE EXISTING STAMPED CONCRETE SlRIP IN MEDIAN, RECOMPACT EXISTING NATil'E TO 95% RELATIVE COMPACTION ANO CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL SHEET 2. COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE J/4" DEEP MAX. PATTERN TO MATCH EXISTING. ADJUST WATER VALl'E BOX & COVER/MH TO GRADE PER CITY S10. 511-L. ADJUST STORM DRAIN/SE~R MANHOLE FRAME & COl'ER TO GRADE PER APPLICABLE CITY SlD. PLANS. ADJUST EDISON, TELEPHONE, MH/VAULT, PULL BOX TO GRADE (BY OTHERS). REPLACE EXISTING lRAFFIC LOOPS IN KIND PER CALTRANS SlD. PLAN ES-SA, ES-5lil, TYPE E. INSTALL LOOPS 2' IN[O CROSS WALK OR STOP BAR UNLESS OTHERl'f1SE SHOVil'l. LOOPS SHALL BE INSrALLED AFTER CAP PAVING, BUT PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. CONSlRUCT VARIABLE THICKNESS ARHM OVERLAY. RAISE THE GRATE BASIN TO MATCH THE PROPOSED FS & RECONSTRUCT LOCAL DEPRESSION PER CITY STD PLAN 304-L & 321-L RAISE THE CURB OPENING CATCH BASIN TOP (W PER PLAN) TO MATCH THE PROPOSED TOP OF CURB &: RECONSlRUCT LOCAL DEPRESSION PER CITY SlD PLAN 304-L & 321-L CONSlRUCT PCC SIDEWALK PER CITY STD. 180-L CRACK SEAL PER DETAIL SHEET 2. NEW CONSTRUCTION ---t---CENTERLINE CORES LOG @ @ @ @ ® @ @ @ @ @ @ @ @ @) DELETED. ----s----SEWER LINE 4-136 4-137 ------'tf-WATER LINE 4-138 4-170 - --G-- -GAS LINE 4-171 4-172 --E--POWER LINE -TEL -TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM :0: STREET LIGHT -0-CORE EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CAIUFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA UNDERGROUND SERVICE ALERT DAY 1(800) 624-8153 1(800) 611-1911 61!1 (949) 644-3011 (714) 962-2411 (714) 854-1962 1(800) 422-4133 NIGHT 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3717 1(800) 422-4133 6 3/4" AC/ 9 1/4" AB 18" AC/ 7 3/4" AB 12 3/4" AC/ AB 14 1/2" AC/ NATIVE: 6 5/8" AC/ 21 3/8" AB 13 1/2" AC/ NATIVE: LOCATION MAP NOT TO SCALE INDEX OF SHEETS SHEET NO. 1 2 3 4 5 6-7 DESCRIPTION TITLE SHEET CROSS SECTIONS AND DETAILS SHEET STREET PLAN AND PROFILE STA. 156+95.25 TO STA. 167+00.00 STREET PLAN AND PROFILE STA. 167+00.00 TO STA. 179+00.00 STREET PLAN AND PROFILE STA. 179+00.00 TO STA. 186+75.34 STRIPING PLANS REVISIONS BENCHMARK: ocs BM. JN-62-89 1---~----..-----------------..------1 ED 1--N=O·'--+~DA~TE~-+----------------+-A~P~PR=O~VA=L--1 AT THE NORTHEASTERLY CORNER OF A 22 FT. BY 4 FT. CATCH BASIN, AT THE SOUJHEASTERL Y PORTION OF 1HE INTERSECTION OF JAMBOREE ROAD AND t---+----+----------------+-------1 CAMELBACK AYE". IN THE CITY OF I/Er.PORT BEACH, 58.5 FT. EAST OF CENTERLINE l---+----+----------------+------1 OF JAMBOREE ROAD, 150 FT. SOUTH OF THE EAST CENTERUNE OF JAMBOREE ROAD t---+----+----------------+-------1 150 FT. SOUTH OF THE CENTERLINE OF CAMELBACK Alf .. , 39' SOUTH OF STREET 1---+----+----------------+------1 LIGHT NO. J702, 4' BEHIND THE CURB FACE ELEV=144.J88 FEET NAVO 88 / 1995 OCS ADJ. CONSTRUCT CATCH BASIN TYPE OS PER CITY SlO PLAN 306-L, L=4' & V=4' 111TH MANHOLE, INCLUDING Si!:NCIL "DRAINS TO BAY'. SEE DETAIL SHEET 4. CONSTRUCT VARIABLE HEIGHT CURB FACE. CONSlRUCT 18" DIA. RCP, 15000. CONSlRUCT JUNCTION SlRUCllJRE NO. 1 PER CITY SlD PLAN 310-L CONSlRUCT 8" THICK AC PAl'EMENT OVER EXISTING BASE OR AC BASE. REMOl'E EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY SlD PLAN· 181-L CONSlRUCT 6" THICK CONC. APRON. COLD MILL EXISTING AC 2 5/8" THICK UNLESS INDICATED OTHERl'f1SE. CONSlRUCT CURB lRANSITION FROM TYPE B CURB TO TYPE A CURB & GUTTER. (L=5') CLEAR CURB, PRUNE ANO REMOl'E TREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL INSTALL ROOT BARRIERS AT ALL SITES 'M-IERE lREES HAl'E BEEN ROOT PRUNED ANO ARE 10 FT OR LESS FROM ADJACENT SIDEWALK ANO/OR HAROSCAPE. DISPOSITION NOTES OJ PROllECT IN PLACE (II REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION AND HYDROSEED \\Hit WATER SAVER FESCUE TURF, ALL BY CITY DESIGNATED CONlRACTOR. C-3785 APPROVAL RECOMMENDED APPROVAL RECOMMENDED CITY1 OF NEWPORT BEACH MANAGER RCE 22045 DATE 3,,.. 7-' ~ DATE Ma.re.I,.. "' 200G, SOIL ENGINEER LaBelle Marvin 2700 S. Grand Ave. Santa Ana, CA. 92705 (714) 546-3468 CHECKED S.D. DESIGNED S.D. DRAWN HN TITLE SHEET JAMBOREE ROAD REHABILITATION PROJECT PREPARED BY: DATE • aw Entl-"'fl ... ....,.,. • • Project Wlln09l'nlftt 123'71 ....... st. Q.llle 101 .......................... Dewcrt, Lundh &: Aaaoclatee (714) 7-40-IMO Fall 740-8842 02 22 06 R-5901-S SHEET 1 OF 7 - R/W R/W r:,i EXISTING L.c.J CURB AN I I WIDTH PER PLAN VARIES WIDTH PER PLAN WIDTH PER PLAN VARIES ------(18 2 4 5 I-----~ f-------{18 2 4 5 l-------{ --==-~ " - .c.c. L:L GUTTER\ L j / r,;:--. 2• ARHM '2J OVERLAY -\_ SEE DETAIL "A" THIS SHEET 2' VARIES VARIES 2' _J...-+EXISTTNG LANDSCAPE IMPROVEMENTS PROTECT IN PLACE VARIES \ SEE DETAIL "B" THIS SHEET TYPICAL SECTION JAMBOREE RD , VARl£S FROM UNIVERSITY DR. TO STA. 164+0:0 FROM STA. 165+50 TO STA. 173+50 N.T.S. - L 2" ARHM0 OVERLAY '-V / ro-==-J I \EXISTTN P. C. C. , r,i I-CURB AND GUTTER L.c.J \ L_j / I -\_ SEE DETAIL "A" THIS SHEET R/W R/W r:,i EXISTING L.c.J CURB AN WIDTH PER PLAN VARIES WIDTH PER PLAN VARIES -----118 2 4 5 I-------{ --==-~ " .c.c. L:L GUTTER \ L j / r,;:--. 2 • ARHM '2JOVE:RLAY -VARIES -\_ SEE DETAIL "A" THIS SHEET 4 2' 8 8' 1' - 8' 2' 2' EX/STT G LANDSCAPE IMPROVEMENTS I t...----r-PRDT. CT IN PLACE I 3,(8 LIP / ~--SEE DETAIL ':<I" / I~ -Lrd~~~;;;;;;;;=~~v.;;:-1;R'~Es;;;;;t;;;;;;;f J 1 \Ex1sT1N P.c.c. • r,i '.; ,-CURB A D GUTrER L.c.J \ L_j / 4 2"ARHM -\_ OVERLAY© • SEE DETAIL iA" THIS SHEET SEE DETAIL "B" THIS SHEET TYPICAL SECTION JAMBOREE RD FROM STA. 164+00 TO STA. 165+50 N.T.S. * VARIABLE THICKNESS AC LEVELING COURSE R/W R/W r:,i EXISTING L.c.J CURB AN WIDTH PER PLAN VARIES WIDTH PER PLAN WIDTH PER PLAN VARIES * ------<18 2 4 5 ,__ ____ _ 2' 2' 8' 8' 2' 1' EXISTTNG LANDSCAPE IMPROVE EN , _ _,,..PROTECT IN PLACE -~ L IL VARIES - .c.c. I t~;;:;;;;::;;~~;;;:;~~d GUTTER LJ / \ r,;:--. 2• ARHM -'\ 0 OVERLAY 4 ~· 7 \_ SEE DETAIL "A" '-. a / THIS SHEET SEE DETAIL "C" 7 THIS SHEET TYPICAL SECTION JAMBOREE RD VARIES S'°E DETAIL "B" THIS SHEET FROM STA. 173+50 TO STA. 177+36.72 N.T.S. * VARIABLE THICKNESS AC LEVELING COURSE " -j ,-J(ISTIN P.C.C. r,, ,-QURB A D GUTrER L.c.J L_j / 2"ARHM -\_ OVE:RLAY'5' '-V SEE DETAIL "A" THIS SHEET R/W R/W r:,i EXISTTNG L.c.J CURB AN VARIES I c::::-..:::---=n IL -~i7TTER-LJ ------- WIDTH PER PLAN WIDTH PER PLAN (~ WIDTH PER PLAN ;4XsY1aX2,) VA• IES -{4YsY1aY2t r EXISTING MEDIAN CURB [j] '/ I VARl£S -,~-7:~ Ill', I ©2• ARHM_j OVERLAY - 0 1" LEVELING_ COURSE ,·. .· ,, VA 1£S • • ' I I • • . ' , ~ ,, ::\j ,, .. •·' . '.,,, . •• ····1 r·····,r• . :.; ·.. .... ... :, i.. . . ~ 4.-'j ½)J 0 1 • LEVE~ING_j ,. 4 COURSE TYPICAL SECTION JAMBOREE RD FROM STA. 178+71 TO STA. 186+05.14 N.T.S. -I I ©2" ARHM_j OVERLAY VARIES 1------j I EXISTIN ,-cuRB A L_j I I P.C.C. r,i D GUTrE,R L.c.J s ~ 2' 1'i AGGREGATE BASE AGGREGATE BASE CONSTRUCT 8" CURB BOTH SIDES. SA WCUT AND REMOVE: EX/STTNG IMPROVEMENTS SECTION A-A FROM STA. 126+88 TO STA. 129+56 AND FROM STA. 152+91 TO STA. 156+40 N.T.S. 20' © EXISTING AC PAVEMENT _ VARIES EXISTING A PAVEMENT 5 - 2". ' 2 5/8" @ ST 185+85.04 SOUTH OF BRISTOL STREET HEADER CUT ADJACENT JO EXISTING PAVEMENT N.T.S. 3/8" LIP t= == == =:n I I r:,i EXISTING P.c.c. -1 L.c.J CURB AND GUTrER I L- I I L-..J 2' EXISnNG MEDIAN CURB lo AGGREGATE BASE 5' 2" COLD MILL EXISTTNG AC PAVEME r,;:--. 2• ARHM '-V OVERLAY _ VARIES 2• COLD Mill 1 • MIN. LEVELING COURSE 2 5/8 • COLD Mill DETAIL •A• WEDGE COLD MILL 1' N.T.S. ..... REGRADE EXISTTNG SOIL TO THE NEW STANDARD CONG. GRADE, RELANDSCAPE WITH TURF, INSTALL NEW /RR/GA TION BY CITY DESIGNATED CONTRACTOR. [I) l::.;::::~__......,__----..... D (90::1) EEDED EXISTING IRRIGATION PIPES If---AND SPRINKLER HEAD '27 (TYPICAL THROUGHOUT L=-l !b ==j BOTH SIDES OF ISLAND) DETAIL •B• MEDIAN CURB NOTES: 2' 5•--- I __ _ 3/4" T CRACK SEALING DETAIL N.T.S. 1. ROUTE CRACKS THAT ARE 1/4" WIDE OR GREATER TO 3/4" MIN. DEPTH. 2. AIR BLOW DEBRIS AND MOISTURE FROM CRACK. 3. FILL WITH HOT CRACK SEAL COMPOUND PER SPECIFICATIONS. 4. FOR CRACKS 1 /2" WIDE AND GREATER, FILL WITH TYPE F AC PER SPECIFICATION. -A B ~ ISAWCUT LINE B \ r CURB FACE ' 6' 5•--- 2' -f-f----f-f-f-Di-£ J --f--f-f---f-f-----f-f-- SAWCUT LINE ..J --A ® STAMPED CONCRETE SECTION 8-8 N.T.S. ST AMPED CONCRETE AT MEDIAN NOSE DETAIL --J CURBO NOSE 8" EXISTING NAT/VE (TO REMAIN) TOP OF CURB N.T.S. (SEE PROFILE FOR TC GRADE) CONSTRUCTION NOTES 0 REMOVE EXISTING PAVEMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS. ® COLD MILL EXISTING AC 2-INCH THICK, UNLESS INDICATED OTHER\11SE, PER DETAIL "A". REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. 0 0 © © 0 @ ® @) @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ REMOVE EXISTING CURB & GUffiR AND CONSTRUCT TYPE A PCC CURB (8" CF) AND GUTTER PER CITY STD. 182-L. CONSTRUCT MINIMUM 1-INCH THICK AC LEVELING COURSE, UNLESS INDICATED OTHERYtlSE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSTRUCT MINIMUM 2-INCH THICK ARHM OVERLAY. REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (B" CF) PER CITY STD. PLAN 182-L. REMOVE EXISTING CURB & GUmR & CONSlRUCT TYPE A PCC CURB & GUmR (8" C.F.) PER CITY STD. PLAN 182-L. CONSTRUCT 2' YtlDE FULL DEPTH AC, SEE DETAIL THIS SHEET. REMOVE EXISTING STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXISTING NATIVE TO 95,i; RELATIVE COMPACTION AND CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL THIS SHEET COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING. ADJUST WATER VALVE BOX & COVER/MH TO GRADE PER CITY STD. 511-L. ADJUST STORM DRAIN/SEWER MANHOLE FRAME & COVER TO GRADE PER APPLICABLE CITY STD. PLANS. ADJUST EDISON, TELEPHONE, MH/VAULT, PULL BOX TO GRADE (BY OTHERS). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CAL TRANS STD. PLAN ES-5A, ES-5B, TYPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHER\11SE SHOWN. LOOPS SHALL BE INSTALLED AFTER CAP PAVING, BUT PRIOR TO FINISHED STRIPING, ANO APPROVED BY THE ENGINEER. CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY. RAISE THE GRATE BASIN TO MATCH THE PROPOSED FS & RECONSlRUCT LOCAL DEPRESSION PER CITY STD PLAN 304--L & 321-L RAISE THE CURB OPENING CATCH BASIN TOP (W PER PLAN) TO MATCH THE PROPOSED TOP OF CURB & RECONSTRUCT LOCAL DEPRESSION PER CITY STD PLAN 304-L & 321-L. CONSTRUCT PCC SIDEWALK PER CITY STD. 180-L. CRACK SEAL PER DETAIL THIS SHEET. DELETED. CONSTRUCT CATCH BA~N TYPE OS PER CITY STD PLAN 306-L, L=4' & V=4' V.,TH MANHOLE, INCLUDING STENCIL "DRAINS TO BAY''. SEE DETAIL SHEET 4. CONSTRUCT VARIABLE HEIGHT CURB FACE. CONSTRUCT 18" DIA. RCP, 15000. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD PLAN 310-L. CONSTRUCT 8" THICK AC PAVEMENT OVER EXISTING BASE OR AC BASE. , REMOVE EXISTING CURB RAMP, CURB & GUffiR ANO RECONSlRUCT PER CITY STD PLAN 181-L. CONSTRUCT 6' THICK CONC. APRON. COUD MILL EXISTING AC 2 5/8" THICK UNLESS INDICATED OTHERV..SE. CONSTRUCT CURB TRANSITION FROM TYPE B CURB TO TYPE A CURB & GUTTER. (L=5') CLEAR CURB, PRUNE AND REMOVE TREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL. INSTALL ROOT BARRIERS AT ALL SITES WHERE TREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR LESS FROM ADJACENT SDEWALK AND /OR HARDSCAPE. EXISTING PAVEMENT 2" ARHM OVERLAY 2• COLD MILL 7 1" LEVELING COURSE j ':,, ~ AGGREGATE BASE r , .. EXISnNG MEDIAN CURB 'a{?'-;, TOP OF CURB GRADE DETAIL N.T.S. TOP OF CURB (SEE PROFILE FOR TC GRADE) EXISTING PAVEMENT 24' I 2· ARHM OVERLAY EXISnNG MEDIAN CURB • "" ·,r ,__,_.. .- 1 • AGGREGATE BASE DETAIL •c• L L 2· COUD MILL 1" LEVELING COURSE TOP OF CURB AND GUTTER GRADE DETAIL RECORD DRAWINGS THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEVwPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. REVISIONS N.T.S. AS BUILT CITY OF NEWPORT BEACH CROSS SECTIONS AND DETAILS SHEET JAMBOREE ROAD STREET REHABILITATION DATE REVIEWED 08/15/05 1----"Nii"O.'-+......:::DA::.cTE,:__+--------------+A"-'PP..:.,R,:cOV'-"A"-L~CHECKED p C-3785 ~-+-11_0_3_0_6___/..._As_a_u_iL_T --------------1----t~~~S~.0~•===-jPREPARED BY: DESIGNED DI& ,a.,,.,._, R-5901-S 1---t---+--------------+----1 S.D. :=r.,,,_.,. DRAWN 12377 l"'8 st Sult• 101 1----+----l----------------l----j -....._ CA '2840 '84' H N Dewan, Lundin A Aaooclata c11•> ,.,,_,... ,,. ,.,,_,.., SHEET 2 OF 7 C >. ~ "' -· r ~ ' ! ~ t • 1' :r 157 0 38 38 ! ' I ! 158 . STA. 156+95.25 JAMBOREE RD • STA, 10+00.00 UNi'vfRSITY DR & 1 \ ~__._,, I I I I 159 i I ! I ' ' ! ~~ ! ! ---• ~ ! ' '; ..,,_·· ' . "' ! ::i ' VARIA~LE THICKNESS COLD MILL (TYP) 6 8 12 .._ _EMH ~ROPOSED. W'L 'i' Mli:DI WP OF culil8 ~ "' <0 a:, --- PRbPOSED E'L Y MEDIAN TOP OF CIIJRBi 0~ "' a, c!; ~ I~"") T~· ;:!; "' "' --- EXISi. E'L Y 'MEl!IAN TOP OF URII 160 161 SCALE: HORIZ. VERT. ,--~--..;-- ' rlNTERcONN1., :i'T--+----- - SAWCUT "' ef 6 8 g 4 5 18 io 162 0 2 VARIABLE THICKNESS COLD tillbL (TYP) . ,..... ' ' ... ~-~ .. ~----------ti___~-VARIABLE llilCKNESS COLD MILL (TYP) i:5 ~ .~ ~ < < 4 Q. git') g i:'i +z ~~ ~~ _,~ - & - T -~ -.,1-- E)(IST. YfL y MEDIAN TOI:' OF C RB 5,. .011 ~ 163 IRRIGATION r-;;, SPRINKLER Ll.J io . --, 164 6 8 9 ''' S= .0018 S= .0010 r . "' 3,. :oo O S=•.O 2 r,_, . ' I IRRIGATION 12.'1 SPRINKLER l=J 2 VARIABLE 'THICKNESS) COLO MILL (TYP 165 1 • S=0.0014 ' ' ' , s .. o.ooi.s -C ~ "' ~ -.J i -"' "' !" ! "' "' >..., ;;1 0 .,, ' "' m. fO "' la 1 z 15 ~ -:z: ~ t;; & 'ti ~ "' ~ _, - ! : -- 166 4-13 IRRIGATION m SPRINKLER /.' ' ' / , -' -:z: ':C "' -.J ?"o 'ti i g -- ·,,:-. . s-0.0106 _;.:. -~: <J!. 5rP-·~ 'tt> :z: ~ 167 4 5 1B ~~ ~g r<1,S ?" 'ti ~ "' ~ _, {--- ~ i'T\ SCALE: l "= 40' LEGEND CORE LOCATION COLD MILL W/VARIABLE THICKNESS a• AC OVER EXISTING BASE OR AC BASE SEE NOTES CD & @ CONSTRUCTION NOTES AS BUILT 0 ® 0 ® © 0 © ® REMOVE EXISTING PAVEMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS, COLD MILL EXISTING AC 2-INCH llilCK, UNLESS INDICATED OTHERWISE, PER DETAIL "A'. REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. CONSTRUCT MINIMUM 1-INCH llilCK AC LEVELING COURSE, UNLESS INDICATED OTHER\\1SE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSTRUCT t.tlNIMUM 2-INCH THICK ARHM OVERLAY. REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (8" CF) PER Cir/ STD. PLAN 182-L. REMOVE EXISTING CURB & GUTTER & CONSTRUCT TYPE A PCC CURB & GUTTER (8" C.F.) PER CITY STD. PLAN 182-L. • CONSTRUCT 2' IIIDE FULL DEPTH AC, SEE DETAIL SHEET 2. REMOVE EXISTING STAt.tPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXISTING NATIVE TO 95ll! RELATIVE COMPACTION AND CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL SHEET 2, COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING. ADJUST WATER VALVE BOX & COVER/MH TO GRADE PER CITY STD. 511-L. @ @ @ (Bl @ @ @ ADJUST EDISON, TELEPHONE, t.tH/VAULT, PULL BOX TO GR,1.DE (BY OTHERS). REPLACE E~STING TRAFFIC LOOPS IN KIND PER CAL TRANS STD. PLAN ES-5A, ES-5B, TYl'E E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERIIISE I SHOWN. LOOPS SHALL BE INSTALLED AFTER CAP PAVING, BUT PRIOR TO lilNISHED STRIPING, AND APPROVED BY THE ENGINEER. CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY. RAISE THE GRATE BASIN TO MATCH THE PROPOSED FS &: RECONSTRUCT LOCAL DEPRESSION PER CITY STD PLAN 304-L &: 321-L CRACK SEAL PER DETAIL SHEET 2. CONSTRUCT 8" THICK AC PAVEMENT OVER EXISTING BASE OR AC BASE. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY STD PLAN 181-L. CONSTRUCT CURB TRANSITION FROM TYPE B CURB TO TYPE A CURB &: GUTTER. (L=5') CLEAR CURB, PRUNE AND REMOVE TREE ROOTS, ADHERE TQ CITY SPECS. REGARDING ROOT PRUNING &: ROOT REMOVAL. INSTALL ROOT BARRIERS AT ALL SITES WHERE TREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR LESS FROM ADJACENT SIDEWALK AND/OR HAROSCAPE. NOTE: SEE DETAIL "A" SHEET 2 FOR COLD MILL ADJACENT TO CURB & GUTTER DISPOSITION NOTES IJ] PROTECT IN PLACE RECORD DRAWINGS THESE 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 HA VE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. CITY OF NEWPORT BEACH STREET PLAN AND PROFILE JAMBOREE ROAD REHABILITATION PROJECT C-3785 FROM STA. 156+95.25 TO STA. 167+00.00 REVISIONS "" OATE REVIEWED t-N~O-. ..--OA~TEcc---,-----------------,-A-P-PR-0-~-L~' 02/22 /06 11 03 oe AS BUILT CHECKED PRINCIPAL Civil ENGINEER bA1t (]] REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION AND HYDROSEED WITH WATER SAVER FESCUE TURF, ALL BY CITY DESIGNATED CONTRACTOR. t~~~=t~~~~~~t=~~~~~~=========================j======='~=~S=·=D=·====i PREPARED BY: DESIGNED DI& •a~ --1---+----+-----------------+----l S.D. :=1--, R-5901-S l---t----+----------------+------1 DRAWN 12377 t..wrl st. Sutt. IOI • Glrdiln Gnlw, CA 12840-4643 H N Oewcn, Luncln • :'aaclatel {714J 7-IO-U4(J F11 740--8&42. SHEET 3 or 7 PROPOSED V( PROPOSED 28 26 t.1EDtAN TOP Of! CURB • r EXIST. WLY ~IAN TOP OF LY MEjllAfl! TOP ClF l=URB S,;,0.0 52 • S=, B EXl$T. ~'LY MltOIAN '(op OF CU B 167 168 \ 8 9 . 68. 2 . ,-' ' 4. 5 18 :.E'M'n_ NOTE: - LEGEND CORE LOCATION COLD MILL W/VARIABLE THICKNESS 8" AC OVER EXISTING BASE OR AC BASE SEE NOlES CD & @ S[[ DETAIL "A" SHEET 2 FOR COLD MILL ADJACENT TO CURB & GUTTER - 28 24 28 1 2.6 26 24 169 170 171 172 ---~---- i-f --.- ...0. l7 -5=0.otOB f'2 f SCALE: H0RIZ. 1"=40' VERT. 1"= 4' 1 0 1. 0 P~OP ED W'L Y MEDIAl'l TOP OF CURa S= .Q -- . S=O.o 2 ---ll--- - - - ---lf- EXIST. E'llY MEDl~N TOP OF C RB 173 174 VARIABLE THICKNE~ COLD ·Mill (Ti'P) S=O:O 22 , r --·- r EXIST. \V'L Y Mi!:Dl.tlN 'tOP OF CURB tl S=· .0°'42 -+-- ,.--INTERCONNECT 5= .oo 175 VARIABLE llilCKNESS COLD MILL (rn>) S=0.001 l . I S=@.ao 2 -: i.J· I : ·~ ' ' ~ 11:'1 , '· I, • . i ' I PRqP ED E'L Y MEDIAN TOPI OF· CURB --•- f'2. :ll ..; "' 176 . S=0.0010 f'2 f'2 .., ..; "' 177 ,;,Q.0©44 ~~··"' -"il(\j 26 i 178 ' ' ' 2'4 28 179 -_ ~---.i1.iN1ETF. RIRC:OO~NNiECT -----' • e1------~ SEE HEADER CUT pETAll SHEET 2 3• DETAIL •o• NTS . I NEW MEDIAN CURB ·---- "' "'· SEE HEADER CUT DETAIL SH1'ET 2 -- CONSTRUCTION NOTES 0 ® 0 0 © © 0 © © REMOVE EXISTING PAVEMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS. COLD Mill EXISTING AC 2-INOi llilaK, UNLESS INDICAlED OlliERWISE, PER DETAIL "A". REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. REMOVE EXISTING CURB Ile GUTTER AND CONSTRUCT TYPE A PCC CURB (8" CF) AND GUTlER PER CITY SID. 182-L. CONSTRUCT MINIMUM 1-INCH llilCK AC LEVELING COURSE, UNLESS INDICATED • OlliERWISE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSTRUCT MINIMUM 2-INCH llilCK ARHM OVERLAY. REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (8" CF) PER CITY STD. PLAN 1'82-L. REMOVE EXISTING CURB Ile GUTTER Ile CONSTRUCT TYPE A PCC CURB Ile GUTTER (8" C.F.) PER CITY STD. PLAN 182-~. CONSTRUCT 2' WIDE FULL DEPlli AC, SEE DETAIL SHEET 2. REMOVE EXISTING STAMPED CONCREli': STRIP IN MEDIAN, RECOMPACT EXISTING NATIVE TO 95:r! RELATIVE COMPACTION AND CONSTRUCT 4" llilCK STAMPED CONCRETE PER DETAIL SHEET 2, COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING. AD.AJST WATER VALVE BOX Ile COVER/MH TO GRAD£ PER CITY STD. 511-L. @ @ @ @ ® @ @ ® 6 8 6 8 9 5 18 4-171 ~ ANGER EDISON l2lcV 1' VARIABLE llilCKNESS LINES 'J" BELOW SIDEWAI.K ~ COLD MILL (TYP) VARIABLE TH -----------------------------~ COLO MIL!_ (~1o/ESS RECORD DRAWINGS \ . \ \ THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORM·ATl0N 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. 1 ADJUST STORM DRAIN/SEM:R MANHOLE FRAME Ile COVER TO GRADE PER APPLICABLE CITY STD. PLANS. ADJUST EDISON, TELEPHONE, MH/VAULT, PULL BOX TO GRADE (BY OlliERS). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN ES-5A, ES-58, T'YPE E. INSTALL LOOPS 2' INTO CROSS WALi< OR STOP BAR UNLESS OlliERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER CAP PAVING, BUT PRIOR TO FINISHED STRIPING, ANO APPROVED BY lliE ENGNEER. CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY. RAISE lliE CURB OPENING CATOi BASIN TOP (W PER PLAN) TO MATCH TIIE PROPOSED TOP OF CURB Ile RECONSTRUCT LOCAL DEPRESSION PER CITY STD PLAN 304-L Ile 321-L. CONSTRUCT PCC SIDEWALi< PER CITY STD. 180-L. CRACK SEAL PER DETAIL SHEET 2. CONSTRUCT 8" llilCK AC PAVEMENT OVER EXISTING BASE OR AC BASE. REMOVE EXISTING CURB RAMP, CURB Ile GUTTER AND RECONSTRUCT PER CITY STD PLAN 181-L CONSTRUCT 6" llilOK CONC. APRON. COLD Mill EXISTING AC 2 5/8" llilOK UNLESS INDICATED OTHERWISE, CONSTRUCT CURB TRANSITION FROM TYPE B CURB TO TYPE A CURB Ile GUTlER. (L=5') CLEAR CURB, PRUNE AND REMOVE TREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING Ile ROOT REMOVAL. INSTALL ROOT BARRIERS AT ALL SITES °WHERE TREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR LESS FROM ADJACENT SIDEWALi< AND/OR HARDSCAPE. DISPOSITION NOTES [jJ PROTECT IN PLACE m REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION AND HYDROSEED l'.11li WATER SAVER FESCUE TURF, ALL BY CITY DESIGNATED CONTRACTOR. CONSTRUCT CATCH BASIN TYPE OS PER CITY STD PLAN 306-L, L=4' Ile V=4' Willi MANHO ~:=-.. INCLUDING STENCIL "DRAINS TO BAY'. SEE DETAIL llilS SHEET. REVISIONS CONSTRUCT VARIABLE HEIGHT CURB FACE. DATE APPROVAL SCALE: 1 ·=40' I BUILT CITY OF NEWPORT BEACH STREET PLAN ANO '~OFlLE JAMBOREE ROAD REHABILITATION PROJECT C-3785 FROM STA. 167+00.00 TO STA. 179+00.00 DATE REVIEWED 02/22/06 CONSTRUCT 18" DIA. RCP, 1500D. .. 11 03 06 AS BUILT CHECKED PRINCIPAL civil ENGINEER t~~~~t~~~~~~t=~~~~~~=========================t======j~~~S::''=D='===-j PREPARED BY: DAlE CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD PLAN 310-L. l----+----1-----------------+----IDESIGN~.D. Nt.. :~=t:..:... 1---1-----1-----------------+-----IDRAWN -•-\ ,.,n""' "-"'" '" HN 0owan, 1.unc1n • -.iateo ~,~.:-= R-5901-S SHEET 4 OF' 7 _..L _J"" 26 24 28 26 ' -1--- 179 : ' - ' ' : 180 '' I ' I I i -i I • I ' I ! I I I I I I ' i f:! .;, "' d {' 181 ' ' 8 ' ' ' ' I I --/ --f:! V ! -~ / '~ . I I \--! ~ --r {' ,,,-v _-; EXIS . E'LY MEl>IAN TOP (i)F CURB --<.J --!=-~ "" -~• 182 --!' I 183 -- SCALE: HORIZ. 1"=40' VERT. 1 "= 4' - 184 r 185 186 -- 50 48 46 52 50 4e 416 I , I , J I I 1/ f I ! 187 ,-,: Cl) : I : i I I , /6l I I .. -i I I I i • r· i i I ' i I I ' i_ 188 i I ! 1 --:--'I' ' i- i ' I 1/ © .,.,,,-/ I I ,. ._ r: ', - •"' ;·,, ·.::•·._:· ,: .. :· _'. CONSTRUCTION NOTES 0 REMO~ EXISTING CURB & GUTTER ANO CONSTRUCT TYPE A PCC CURB (8" CF) ANO GUTTER PER CITY STD. 182-L CONST!jUCT MINIMUM 1-INCH THICK AC LEVELING COURSE, UNLESS INDICAIBD 01\lERWISE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSTRUCT MINIMUM 2-INCH llllCK ARHM OVERLAY. CONSTRUCT 2' WIDE FULL DEPlll AC, SEE DETAIL SHEET 2. ADJJST EDISON, TELEPHONE, MH/VAULT, PULL BOX TO GRADE (BY 01\lERS). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN ES-5A, ES-5B, TYPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS 01\lERWISE SHOWI<. LOOPS SHALL BE INSTALLED AFTER CAP PAVING, BUT PRIOR TO FINISHED STIRIPING, AND APPROVED BY THE ENGINEER. CONSTIRUCT VARIABLE llllCKNESS ARHM OVERLAY. CONSTRUCT PCC SIDEWALK PER CITY STD. 180-L CRACK SEAL PER DETAIL SHEET 2. COLO MILL EXISTING AC 2 5/8" THICK UNLESS INDICATIED 01\lERVtlSE. i ~5JJaJ 27 - (4-15118 -I DISPOSITION NOTES [j] PROTECT IN PLACE 1 ', Oo, RECORD DRAWINGS THESE 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. [fil REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION AND HVDROSEED 1111\l WATER SAVER FESCUE TIURF, ALL BY CITY DESIGNATED CONTIRACTOR. I I I I I LEGEND 4-162~ I I 1 • • ' :I CORE LOCATION COLD MILL W/VARIABLE THICKNESS 8" AC OVER EXISTING BASE OR AC BASE SEE NOTES CD & @ SCALE: l "= 40' NOT[: SEE DETAIL "A" SHEET 2 FOR COLD MILL ADJACENT TO CURB & GUTTER AS BUILT CITY OF NEWPORT BEACH STREET PLAN AND PROFILE JAMBOREE ROAD REHABILITATION PROJECT C-3785 FROM STA. 179+00.00 TO STA. 186+75.34 REVISIONS DATE REVIEWED I ~N~0·:....1---:-!!f:DA~TE~-t----:-::--:::c,:-:-------------t-'A~P~PR~OY!_VA!!:._L -RHF<'~Q~2'(=/=2:2:!:c/=Q=S=-"'"""'"""rr-""".-,.im<TI'1"Fi",.,---------..-rrr--- t-/1\ 11/oJ/oe AS BUILT CHECKED PRINCIPAL Civil ENGINEER DAlE ~~=~~=::::::~~===~==~========================t======'-h,;~gS~•~D=•===-PREPAREO BY: DESIGNED DI& •a•,.,....,,, 1---+-----+----------------+-----1 S.D. :i::.;irr-_, I---!---+----------------+----, DRAWN 12!77 Lnfl st. Sulll 101 _.._ ........... .. HN Dnan, Lun .... a, --\"4) 7 ........ Fm 7 .... .... R-5901-5 SHEET 5 OF 7 1 f t 1/1 ... ...... I • \ ' \ / / I I / ---f:? fo ~Jj STA. 156+95.25 JAMB fE RD STA, 10+00.00 UNIVfRS/TY DR f>i P3 ·----. ' SCALE: l "=40' I ----1----+---------------------pg ------------------------------- --....C..-_,_ ~ " ~ \. \ \ \ \ PB P4 158 70' -_ P7 --240' -----------,..... --...,... ----....... -- 160 ....c.. - ------- --------------------------------- P7 163 164 -----------I -"'· -"' -• "'· - --- / / ------ ---- ------ -.... -- ---- \ _f7_...,._ EMH ------------------/ ---- \ \ \ \ \. \ P3 \ \ pg -- Pl 10 ----,t--- '" \ \ \ -- ---------~--t"----_.. CJ) i---- -. .....J ---+·--------------- ------ -- -"'· -"'· --"'· -----"'· ------------- -172 8 :l: ;o --------"'· ----·.;,,· ..'.i'r~---vln- _ _,__---~ .. ~--111100- F P7 ----- -- pg Pl ----"'· --- --- __,.,.,....- \. \ \ \ -------- -- CONSTRUCTION NOTES INSTALL 4" WHIT£ LANE LINE WITH RAISED MARKER (DETAIL 11 & 13) INSTALL 4 • SOLID WHITE LANE LIN£, 50' LONG. (THERMOPLASTIC} INSTALL. a• SOLID WHITE CHANNELZING LINE. (DETAIL 388) (THERMOPLASTIC) INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) • INSTALL 12" SOLID WHIT£ CROSSWALK LINE. (THERMOPLASTIC) INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLASTIC) INSTALL 1-WAY YELLOW REFLECTIVE MARKERS ADJACENT --- -- TO MEDIAN. (DETAIL 26) Lt. @ INSTALL 12" WHITE CHEVRON. (THERMOPLASTIC) @&NS~A'ti;{_OUBLE YELLOW LINE PER CALTRANS STD. 21 & 2~ ~INS~~OLIO WHITE LIN£. NO RPM'S (DETAIL 39) (THERMOPLASTIC) s INSTALL 'LANE DROP" LINE (DETAIL 378) {THERMOPLASTIC) 0 TYPE K MARKER SHALL BE INSTALLED IN THE CENTER OF ALL MEDIANS AT THE RADIUS POINT AT EACH ENO OF THE MEDIAN. -------------- -------- pg GENERAL NOTES 1. ALL STRIPING DET~ILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. ~PAINT Lt. 2. ALL STRIPING SHALL BE REFLECTORJZ ----,-. UNLESS OTHERWISE IND/CA TED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. ~ ALL EXISTING P,AVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR I OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFL/3,CTIVE FACES OR BE 3M SERIES 290 MARKERS. -ALL NON-REFLECnVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE O 1 /2 d UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COA~ RAPID ORY PAINT W/GLASS BEADS FOR REFLECTION. (SEE SPEC.} 4. SIGNS FINAL LOc/i.TION TO BE DETERMINED IN THE FIELD BY CITY'S FIELD INSPfCTOR. 5. ALL TRAmc SIGNl,L LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING ANO APPROVED BY THE ENGINEER. ---- -- 10 -------------------------------------------ell --------------,-,----------i Pl Pl pg pg Pl ------ - pg --------------------'-------- ---p7- \ \ \ --- ... 174 ... -----------ln --------------------------.--------- Pl If • B t ~ 4 B L '¾ s pg SCALE: l "=40' LEGEND "ONLr" TO BE INSTALLED PER STD. A24E "sTOP" TO BE INSTALLED PER A24D. "AHEAD• TO BE INSTALLED PER STD. A24O TYPE I ARROW PER STD. A24A. TYPE N ARROW PER STD. A24A. TYPE VII ARROW PER STD. A24A. "BIKE" TO BE INSTALLED PER STD. A24E. "LANE" TO BE INSTALLED PER STD. A24E. EXIST. TO BE PROTECTED IN PLACE EXIST. TO BE PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE. ----------------- Pl PJ I RECORD DRAWINGS THESE 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 IN CORPORA TED INTO TI-IESE PLANS AS A RESULT. I I I I I AS BUILT CITY OF NEWPORT BEACH Striping Plan JAMBOREE ROAD REHABILITATION PROJECT REVISIONS DATE REVIEWED f----r--=-::=--,----__;,,c_..;..::.;_.:..;_c_ ____ "T"':-:::='.".""""I 02/22/06 C-3785 1 _!N~O~. +:-.fl!DA~TE~:-"t-==~------------~A~PP~R!!,O~VA~L~CHl~~-=====-===7 r 11 OJ 06 AS BUILT CHECKED "P"R"'IN"'C"'IPnArr[-C"l"'Vl"L'EFIN"'G""IN"'E"'E"'R.---------.D"A"TE..---t~=~=~~~=~=~t=~:~==~=========================~======~fi;i~~s~. Q=•=====j PREPARED BY: DESIGNED DI&• ..... .,,,,_, l----+---t-----------------t----1 S.D.ga. · :i::,):ll·r--~, 1---1----+----------------+---, DRAWN ., •-12377 ""' st....,.,., Gorden hvt. CA 028~43 HN Dewan, 1.un• • ~ <'«> 140-111411,., ,.,...,... R-5901-S SHEET 6 OF 7 c .. -J --P4--------P4 ----200' ------- - --- CONSTRUCTION NOTES INSTALL 4" WHITE LANE LIN£ WITH RAISED MARKER (DETAIL I 1 &-13) INSTALL 4• SOLID WHITE LANE LINE. 50' LONG. (THERMOPLASnc) - INSTALL B" SOLID WHITE CHANNELZING LINE. (DETAIL :JBB) (THERMOPLASTIC) INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLAsnc) INSTALL 12" SOLID WHITE CROSSWALK LINE. (THERMOPLASTIC) . INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLAsnc) INSTALL 1-WAY YELLOW REFLECnVE MARKERS ADJACENT TO MEDIAN. (DETAIL 26) INSTALL 12" WHITE CHEVRON. (THERMOPLASTIC) - INSTALL 4 • DOUBLE YELLOW LINE PER CALTRANS STD. 21 &-23. (THERMOPLASnc) INSTALL 6 • SOLID WHITE LINE. NO RPM'S (DETAIL 39) (THERMOPLASTIC) INSTALL "LANE DROP" LINE (DETAIL 378) {THERMOPLASnc) TYPE K MARKER SHALL BE INSTALLED IN THE CENTER OF ALL MEDIANS AT THE,. RADIUS POINT AT EACH END OF THE MED/AN. • P1 --P2 ' I I I I ) ---------------------- I I I I ---- --------------- 181 • 182 --------------------------- p\ GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT ot TRANSPORTAnON STANDARD PLANS, 2002 EOIT/ON. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASnc STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECnVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M ~ERIES 290 MARKERS. -ALL NON-REFLECnVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE O 1/2 .<I UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 Ga4 7S RAPID DRY PAINT W/GLASS BEADS FOR REFLECnON. (SEE SPEC.) 4. SIGNS FINAL LOCATION TO BE DETERMINED IN THE FIELD BY CITY'S FIELD INSPECTOR. 5. ALL TRAFFIC SIGNAL LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING AND APPROVED BY THE ENGINEER. .. A -· 1/ '/ 1D "' - "' -"' - "' 18J ~ "' ~ "' - 1/ / 1/ P1 SCALE: 1"=40' IJ • II t ~ 4 B L <¾ s ----------------------- ------0) / 1/ // / I ' ' I I I . I I -I ----. :,' • .. \, .. , 184 -. '· 330' 185 330' P7 ------ 00 OJ -~ ~ "' -.. ,,, ~86 ~ --- PS pg \ I 187 ~ ~ ~ __ .,,,...__ ~ /~'----.... , ·-----=--:-:; -:-- - ~ I I I I / LEGEND "ONLY" TO BE INSTALLED PER STD. A24E "STOP" TO BE INSTALLED PER A24D. "AHEAD" TO BE INSTALLED PER STD. A24D TYPE I ARROW PER STD. A24A. TYPE IV ARROW PER STD. A24A. TYPE VII ARROW PER STD. A24A. "BIKE" TO BE INSTALLED PER STD. A24E. "LANE" TO BE INSTALLED PER STD. A24E. EXIST. TO BE PROTECTED IN PLACE EXIST. TO BE PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE. J RECORD DRAWINGS THESE 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. AS BUILT CITY OF NEWPORT BEACH Striping Plan JAMBOREE ROAD REHABILITATION PROJECT REVISIONS DATE REVIEWED C-3785 I ....tN~O-:....l--,,Q!DA~TE~+-----,.,,-------------+/>P~PR~O"!!_VAL"=-tCHl~oFf2'(=1=2=2=1=o=57 I-11 □3 06 As BUILT CHECKED "P"'R"'IN"'C"'IP.,ArrL-C'"lmvlrrL-E""N"'G"'IN"'E'"'E..,.Rr---------,D"A"TE,,.--- t~~~j=~~~~~j==~~~~~========================t======-1~~gS!);.::!!D::::.==7 PREPARED BY: DESIGNED ~ '°"' .,,._.,. 1--+----+-----------------t-----t SD. :=r,.,.,....., DRAWN 12377 lAwll St. Sulbl 101 Gon:19n-4raw, CA 112840-414:5 t----+---+------------------;-----i HN Onan, Lundin II A1ooc1atN <~•> ,.....,...., ,_ R-5901-S SHEET 7 OF' 7 • ..... ....