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HomeMy WebLinkAboutR_5850_SI I ~ m u ~ <( _j_._---J,L____.:'.'.'.:'.::______'.'._'.::._.,--1-w co AflAIIS A\£. BAKER d ~ ORANGE COAST COLLEGE z 2 CITY OF COSTA ORANGE CO. F AlRGROUNDS ~ ~ ~ ~ MESA ~ ~ f-,c ~ ~ I ,c " ~ I Ll... >-f- u VICTORIA I!;! < 191H < ;::: z w CJ :5 Cl.. 0-INDICATES AREA SHO'I.N ON LOCATION MAP VICINITY MAP NOT TO SCALE < ~ ST. SYMBOL LEGEND -0-- 0 -+O+ D POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE. POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE 0 (){J BLOCKWALL TREE SHRUBBERY .=. _,.,, -"' .,,,_ ASPHALT PA 'If.MEN T '::::::\:;:';';'.;'.) ,RA~St:il 1mllAN STAMPED CONCRETE r ·.··.·.· ·· :1 CONCRETE ~(////////a BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION UNI \'ER~ TY CITY OF IRVINE U.C.I. ....... u PUBLIC WORKS DEPARTMENT JJAMBOREE ROAD REHAB~L~T A T~ON [From [Ford Road To IB~son A venue C-3625 ,,"-" ~I G v"-,.,i;J;-'..------ UNIVE:RSITY OF CAUFORNIA-1Rv1NE PROJECT LOCATION PROJJECT INDEX OF SHEETS SHEET NO. 1 2 3 4 5 6-7 8-11 GENERAL NOTES DESCRIPTION TITLE SHEET CROSS SECTIONS AND DETAILS SHEET STREET IMPROVEMENTS STREET IMPROVEMENTS STREET IMPROVEMENTS STRIPING AND SIGNAGE PLAN CROSS SECTIONS ALL WORK DETAILED ON D-IESE PLANS TO BE PERFOR'-IED UNDER CONTTlACT S~ALL. EXCEPT AS OTHERIIISE STATED IN THE CITY'S STANDARD SPECIAL PRO,'SIONS. OR IN D-IIS CONTTlACT"S SP[(lhL PR0"1SIONS, BE CONSTTlUCTED IN ACCORDANCE \\ID-I Tl-IE "STANDARD SPECIFIC A TIO'IS F0R PUP! IC WORKS CONSTRUCTION," 2003 EDITION ANO SUPPLE'-IENTS TO OATE 2004 EDITION O• CIT'Y C• • NEIIPORT BEACH. 2 EXISTING UNDERGROUND UTILITIES ARE SHO\\IN AS PER AVAILA8LE RECORDS. rnr CON WAC J(,O SHALL BE RESPONSIBLE FOR VERIF\'1NG TI-IE ACTILAL LOCATION. ANO ELEVATION IN 17-'f rnr, po,np TO BEGINNING OF CONSTRUCTION. 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFOR11 IN GRADE. COLOR D'11[NSION, >NO "N'S" r0 ADJOINING IMPROVEMENTS. CONSTRUCTION NOTES 0 R[MOV[ [XISTING PAV[M[NT/IMPROV[M[NTS. 0 e @ @ @ @ @ COLD MILL EXIST. AC 2-INCH THICK. UNLESS INDICATED 07"[RWIS[. P[P DETAIL "A" REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC [NCOUIIT[R[D BACKnLL W/CRUSH[D WSC[LlAN[OUS BAS[ COMPACT[D TO 95.T COMPACTION. CONSTRUCT MIN. 1-/NCH THICK AC L[V[UNG COURSE. UIIL[SS INDICATED OTHERW/5[. TOP OF L[V[UNG COURSE SHALL 8[ 2" BELOW Fi'IISHED SUPFACE. CONSTRUCT MIN. 2-INCH THICK ARHM OV[RlAY R[MOV[ [XIST. MEDIAN CURB AND CONSTRUCT TYP[ B Pee CUPB (8" C.F.) P[R CITY STD. PIAN STD-182-L REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE "A" PCC CUPB ANO GUTT[P (B" C.F.) P[R CITY STD PIAN STD-182-L. CONSTRUCT 2· WIDE. s· AC OVER 5• AB, S[[ DETAIL ·a· ON SH[[T 2. R[MOV[ [XIST. STAMPED CONCR[T[ STRIP IN MEDIAN, R[COMPACT [XIST. NATIVE TO 95T R[IATN[ COMPACTION AND CONSTRUCT STAMPED CONCPETE P[R DETAIL. COLOR SHALL 8[ TERRA COTTA GROOV[S SHALL 8[ J/4" D[[P MAX. PATTERN TO MATCH EXISTING. JOINTS TO 8[ INSTALLED [V[RY 60' LF P[R DUAIL ABOV[. ADJUST WATER VALV[ BOX AND COVER TO GRAD[ P[R Cl/8 STD. 508-L. ADJUST STORM DRAIN/SflYER MANHOLE FRAME &c COV[R TO GPAD[ P[R CITY STD. PIAN STD-111-l. ADJUST [DISON. TEL.. MH/VAULT, P.8. TO GRADE (BY OTHERS). R[PlAC[ [XISTING TRAFFIC LOOPS IN KIND P[R CALTRANS STD PIAN [S-5A. [S-58. TYP[ [. INSTALL LOOPS 2' •INTO CROSS WALK OR STOP BAR UNLESS OTH[RWIS[ SHOWN. LOOPS SHALL 8[ INSTALLED PRIOR TO FINISHED STRIPING, AND APPROVED BY THE [NGIN[[R . CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY. RAIS[ TH[ CATCH BASIN TOP (W-7; TO MATCH TH[ PROPOSED TOP OF CURB. CONSTRUCT CATCH BASIN, TYPE 05 P[R CITY OF NEWPORT BEACH STD. Pi.AN 306-L. L~4" &c V74', S[[ DCTAIL "D" SHEU J A/ID D[1AIL ·r· SH[ET 5 DELUED. CONSTRUCT 18 •~ RCP, 1500D. CONSTRUCT LOCAL DEPRESSION P[R CITY or NEWPORT REACH STD PLAN 304-l. Ii. CENTERLINE CORES LOG @) @ @ @ CRACK SEAL AS PER DCTAIL ON SHEU 2. CONSTRUCT 6" THICK PCC APRON. CONSTRUCT VARIABLE HEIGHT CURB FACE s ------1/f- G -E-- -TEL- -TV-- -SP-- -¢- $ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SEWER LINE 4-143 4-144 WATER LINE 4-145 4-146 GAS LINE 4-162 4-163 POWER LINE" 4-164 TELEPHONE LINE 4-165 CABLEvlSION LINE SPRINKLER SYSTEM STREET LIGHT CORE EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA UNDERGROUND SERvlCE ALERT DAY 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3011 (714) 962-2411 1(800) 422-4133 NIGHT 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3717 1 (800) 422-4133 13 1/2" AC/0" AB 13'" AC/ O" AB 7 1/2" AC/10 1/2" BASE 14 1/2" AC/0" BASE 8 1/4" AC/10 3/4" AB 8" AC/8" AB 10 1/2" AC/8" AB 7 3/4" AC/11 3/4" AB LOCA Tl ON MAP NOT TO SCALE APPROVAL RECOMMENDED DATE REVISIONS BENCHMARK: ocs BM. JN-62-89 1--,------,---------------------1 1--'N.:.:O.:... --1--..:D::..:A.:.:TE=--+-----------------1-.'.:'.AP,:_P::_:RD::..:V.::::AL=--l AT TH[ NORTHEASTERLY CORNER OF A 22 FT. BY 4 FT. CATCH BASIN, AT THE SOUTH[ASTERL Y POR710N OF THE INTERSEC710N OF JA!.IBOREE ROAD AND f---+----+-----------------1------t CAI.IELBACK A\1". 1N THE CITY OF NEll!'ORT BEACH, 58.5 FT. EAST OF CWTERUNE OF JAMBOREE ROAD, 150 FT. SOUTH or THE EAST CENTERLINE OF JAMBOREE ROAD f---+----+-----------------1------1 150 FT. SOUTH OF THE CENTERLINE OF CA!.IELBACK A\1" . ., 39' SOUTH OF S1RITT f---+----+-----------------1------t LIGHT NO. 3702, 4' BEHIND THE CURB FACE EL[V=144.J88 Ff[T NA\-11 88 / 1995 OCS ADJ. APPROVAL RECO MEN D @ @ @ @ R[MOV[ EXISTING CURB AND GUTTER AND CONSTRUCT TYPE "A" PCC CURB ANO GUTT[~ (B" CF) P[R CITY OF NEWPORT BEACH STD. PIAN STD-182-L. CONSTRUCT 4• P.C.C. SIDEWALK P[R CITY OF N[WPORT B[ACH STD PIAN STD-180-L CONSTRUCT JUCTION STRUCTURE No. 1 P[R CITY STD. PIAN STD-J 10-L INSERT ABT[CH S[Rl[S C01414 AND ULTRA URBAN FILTER (SMART SPONG[ PLUS) R[MOV[ EXISTING MEDIAN CURB AND CONSTRUCT TRANSITION FROM TYP[ "B" PCC CU'?P TO TYPE "A• PCC CURB AND GUTTER. DISPOSITION NOTES [JJ [I) PROTECT IN PLACE REGRADE EXISTING SOIL TO NEW STAMPED CONG. GRADE. R[lANDSCAP[ WITH TURF' INSTALL N[W IRRIGATION BY CITY DESIGNATED CONTRACTO'I. APPROVAL RECOMMENDED C-3625 CITY OF ~JIEt"JPORT IBEACM DATE MAN AGER RCE 22045 DATE SOIL ENGINEER LaBelle Marvin 2700 S. Grand Ave. Santa Ana. CA. 92705 (714) 546-3468 CHECKED S.D. DESIGNED S.D. DRAl'vN HS TITLE SHEET JAMBOREE ROAD REHABILITATION PROJECT PREPARED BY OAT( 10/20/03~ R-5850-S SHEET 1 OF 11 ' .... - x-,--1- 3/4" T R/W R/W WIDTH PER PLAN VARIES WIDTH PER PLAN WIDTH PER "PLAN VARIES N.T.S. 60' i------120 2 4 5 l------+--~S=EE~N~O~TE~BE=l=O~W---1-------120 z 4 S l-----NOTES: 1. ROUTE CRACKS THAT ARE 1/8" WIDE OR GREATER TO 3/4" MIN. DEPTH. . 3/8" LIP F=====:i-7 . I I r:;-J EXIST. P.C.C. -I \_. L!..J CURB ANO GUTTER I I 1- -r--==-6-{ " DJ EXIST. P.c1c. L: L CURB AND GUTTER \ I _ J / ® ~~t:!J~ -\_ SEE DETAIL "A" THIS SHEET VARIE:S 4 2' VARIES 1. 9 VARIES 2' 1' 8 3 SEE DETAIL "B" THIS SHEET TYPICAL SECTION JAMBOREE RD VARIES 4 FROM STA. 99+50.00 TO BISON AVENUE N.T.S. - 2" ARHM fc\ OVERLAY 0 / ro-==-J I \EXIST. .C.C. DJ 1-\cuRB ANO GUTTER \ L_ I / I -\_ SEE DETAIL "A" THIS SHEET NOTE: DJ FROM STA. 116+00.00 TO BISON AV[ II] FROM STA. 99+50.00 TO STA. 116+00.00 R/W R/W WIDTH i PER PLAN VARIES WIDTH PER PLAN WIDTH PER PLAN VARIES r--==-6-{ " I Li L -DJ EXIST. P. C C. I CURB AN GUTTER \ j / fc\ 2" ARHM VARIES I. -0oVERLAY -\_ SEE DETAIL "A" THIS SHEET SEE NOTE BELOW 2' VARI S 8 MAX. 6 I '-..a3 ~ "'-'-~ SEE DETAIL "B" , THIS SHEET VARIES 8 MAX. 1 • 2' / "-fl-\--, ~ -~;;;;\~;;;;;;;;;;;;;;~~;;VA;;R;;IE;;S;;;;;!F~ J I EXIST. /lC.C. DJ \-1-1 CURB AND GUTTER I ~ L L_ I 2" ARHM fc\-\_ \ 4 OVERLAY 0 (?)f 3 / 8 3 SEE DETAIL "A" "'--THIS SHEET ~ SEE DETAIL "C" THIS SHEET TYPICAL SECTION JAMBOREE RD FROM FORD ROAD TO STA. 99+50.00 N.T.S. * VARIABLE THICKNESS AC LEVELING COURSE NOTE: **@ FROM STA. 94+50.00 TO STA. 96+80.50 5' EXIST. AC PAVEMENT fc\ 2" ARHM \.:::.,/OVERLAY - _ VARIES - 2• COLO MILL 1 " MIN. LEVELING COURSE 2 5/8" COLD MILL 0 FROM STA. 96+80.50 TO STA. 99+50.00 II] FROM STA. 97+60.85 TO STA. 99+50.00 FROM STA. 94+50.00 TO STA. 97+60.85 $££ S£CnON A-A n-11S SHEET 2' 1' EXIST. MEDIAN CURB f ,'' II • ... • "' REGRADE EXISTING SOIL TO NEW STAMPED CONG. II] GRADE, RELANDSCAPE WITH TURF INSTALL NEW IRRIGATION BY CITY DESIGNATED CONTRACTOR. J fJACKFILL f\1711 IMPORlfD MA lfRIAL AND COMPACT EXIST. AC TO 90~ PAVEMENT 20· @ EXIST. AC PAVEMENT _ VARIES 2· 5 DETAIL "A"-WEDGE COLD MILL fJACKFILL W/NA 17\/E MA lfRIAL t;; CDMPAClfO TO 95% COMPAC170N be =j REGRADE EXISTING SOIL TO NEW STAMPED CONG. ."'-rn GRADE, RELANOSCAPE WITH TURF INSTALL NEW IRRIGATION BY CITY DESIGNATED CONTRACTOR. N.T.S. DETAIL "B" -MEDIAN CURB NOTE: CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED IN THE TRAVELWAY. N.T.S. HEADER CUT ADJACENT TO EXISL PAVEMENT N.T.S. 2. AIR BLOW DEBRIS AND MOISTURE FROM CRACK. 3. FILL WITH HOT CRACK SEAL COMPOUND PER SPECIFICATIONS. ... :::, ~ 2' VARIES o) 9 s 2' ~ o) BACKFILL W;1MPORlfD CRUSHED MISCELLANEOUS(]) BASE & COMPAClfD TO 95% COMPAC170N ® FROM ST. 94+50.00 TO ST. 96+80.50 * 0 FROM ST. 96+80.50 TO ST. 97+60.85 CONSTRUCT 8" CURB BOTH SIDES. S4WCUT AND REMOVE EXISTING IMPROVEMENTS SECTION A-A FROM STA. 94+50 TO STA. 97+60.85 N.T.S. CONSTRUCTION NOTES 0 ® 0 0 ® 0 0 ® ® @ @ @ @ @ @) @ @ @ @ REMOVE EXISTING PAVEMENT/IMPROVEMENTS. COLO MILL EXIST. AC 2-INCH THICK, UNLESS INDICATED OTHERWISE. PER DETAIL "A~ REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. BACKFILL W/CRUSHED MISCELLANEOUS BASE COMPACTED TO 95X COMPACTION. CONSTRUCT MIN. I-INCH THICK AC LEVELING COURSE, UNLESS INDICATED OTHERWISE. TOP OF LEVELING COURSE SHALL BE 2 • BELOW FINISHED SURFACE. CONSTRUCT MIN. 2-INCH THICK ARHM OVERLAY. REMOVE EXIST. MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (8" C.F.) PER CITY STD. PLAN STD-182-L. REMOVE EXISnNG MEDIAN CURB AND CONSTRUCT TYPE "A. PCC CURB AND GUTTER (8" C.F.) PER CITY STD PLAN STD-182-L. CONSTRUCT 2' WIDE, 8" AC OVER 5• AB, SEE DETAIL "B" ON SHEET 2. REMOVE EXIST. STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXIST. NATIVE TO 95:C RELATIVE COMPACnON AND CONSTRUCT STAMPED CONCRETE PER DETAIL. COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4 • DEEP MAX. PATTERN TO MATCH EXISTING. JOINTS TO BE INSTALLED £VERY 60' LF PER DETAIL ABOVE. ADJUST WATER VALVE BOX AND COVER TO GRADE PER CNB STD. 508-L. ADJUST STORM DRAIN/SEWER MANHOLE FRAME de COVER ro GRADE PER CITY STD. PLAN STD-111-L. ADJUST EDISON, TEL.. MH/VAULT, P.B. 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 OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY. RAISE THE CATCH BASIN TOP (W;7') TO MATCH THE PROPOSED TOP OF CURB. CONSTRUCT CATCH BASIN, TYPE OS PER CITY OF NEWPORT BEACH STD. PLAN 305-L, L;4' de V;4', SEE DETAIL ·o· SHEET J AND DETAIL ·c SHEET 5. DELETED. CONSTRUCT 18 "¢ RCP, 15000. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STO. PLAN 304-L. CRACK SEAL AS PER DETAIL ON SHEET 2. CONSTRUCT 6" THICK PCC APRON. CONSTRUCT VARIABLE HEIGHT CURB FACE. 1 /2 • FELT JOINTS 60 L. F. IN PATT £VERY1~ [RN STAMP. --A /s,,wcur uNE 2' 5• 6' 5• 2' B ~ B \ \ / CURB FACE 7 I W'.-------~ ~ ~ ~ --- - e-,-'-'-- - -~ ------ - >:- J s,,wcur LINE '--A ® STAMPED CONCRETE~ 6 _-,r-~--,,,r;m-m-,,c--------,,c==-~---~-:~RB O NOSE ,j'-'V' ~· ~-J, SECTION 8-8 N.T.S. ~ EXIST. NA TIV[ ro REMAIN BACKFILL WITH WPOPT[O MATERIAL (COMPACTED ro 90 :C) AS NEEDED. SY Arv~IPIEfO CONC~IETIE A ii" rv~IEDIAN NOSIE DIET ADl ToP if CURB (SEE PRORL[ FCR re GRAD[) EXIST. PAVE!IENT . 2" ARHM OV£RLA Y 2" COLO MILL • 0, r [XIST. ll[DWI CUP(] I" LEV£UNG COURSE fJACKFILL W/CRUSHED MISCaLANEOUS (JASE & COIIPAClfD TO 95\' COIIPACTIOII - TOP OF CURB GRADE DETAIL (MEDIAN CURB) N.T.S. ToP OF CUR(] (SEE PRORLE FOR TC GRADE) EXIST. PAVE!l[NT 24" EXIST. MEDIAN CURfJ • ., • "' BACKFILL W,/);A TI\£ MA lfRIAL & C()IJP,tClfO TO 95\' COMPACTIOI-I DETAIL " c" 2· cao V'LL 1° LE\f:UNG COUPS[ TOP OF CURB & GUTTER GRADE DETAIL (MEDIAN CURB & GUTTER) EASTERLY MEDIAN CURB (FROM ST. 96+80.50 TO ST. 99+50.00} N.T.S. C-3625 @ @ @ @ REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT TYPE A• PCC CURB AND GUTTER (8" CF) PER CITY OF NEWPORT BEACH STD. PLAN STD-182-L. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STO. PLAN STD-180-L. CONSTRUCT JUCTION STRUCTURE No. 1 PER CITY STD. PLAN STD-J 10-L. CITY Of' ~\1fE'C'J!PO!rl1" 18!EACM INSERT ABTECH SERIES C01414 AND ULTRA URBAN FILTER (SMART SPONGE PLUS) REMOVE EXISTING MEDIAN CURB ANO CONSTRUCT TRANSITION FROM TYPE "B" PCC CURB TO TYPE A" PCC CURB AND GUTTER. DISPOSITION NOTES DJ Ill PROTECT IN PLACE REGRADE EXISTING SOIL TO NEW STAMPED CONG. GRADE, RELANDSCAPE WITH TURF INSTALL NEW IRRIGATION BY CITY DESIGNATED CONTRACTOR. DATE 10/20/0.3 CHECKED S.D. DESIGNED s.o. DRAWN HS DETAIL SHEET JAMBOREE ROAD STREET REHABILITATION R-5850-S SHEET 2 OF 11 ' -- 94+00 128 126 128 127 126 / 95+00 96+00 - ~=--r-, ..J ..._""_-, ) r • 20 SCALE: J"-40' 99+50 155.15TC PROPOSED WL Y MEDIAN TOP OF CURB 156 155 154 EXIST. WL Y MEDIAN T P OF CURB PROPOSED E' MEDIAN TOP OF CURB 156 155 154 156 EXIST. E'L Y MEDIAN TOP OF CU B 97+00 -- 13 A A 25 7 8 98+00 SCALE: HORIZ. VERT. 1 "=40' 1"= 4' 99+00 156 155 154 lo\ NEW MEDIAN CURB \::.) 8" CF 7 L J 7 LJ 14J.10FL 16 26 8" CF 14J.49FL J' © NEW MEDIAN CURB DETAIL "D" N1S ::==:-------------------~~I - SEE DETAIL 'D' THIS SHEET II] EXIST. SPRINKLER HEADS (TYP) EX. SURW:Y MONUMENT (PROTECT IN PLACE) + 4-162 VARIABLE THICKNESS COLD MILL /TYP) VARIABLE THICKNESS COLD MILL (TYP) .! "' ,,:;-i .,-1,,_ 4-146 EXIST. LANDSCAPELl.J T r;,iEXIST. SPRINKLER ~ HEADS (TYP) T 100+00 1----18 27l-----l 2 f2 PROPOSED WL Y EDIAN TOP OF CURB +<o ~i.q -~ - EXIST. WL Y MEDIAN TO OF CURB 180 179 178 180 179 178 ~ w _w ::c: V> w V> w z ::i ::c: ~ ~ PROPOSED E'L Y MEDIAN -TOP OF CURB ~ EXIST. E'L Y ME IAN TOP OF CURB 101+00 CONSTRUCTION NOTES 102+00 2 REMOVE EXISTING PAVEMENT/IMPROVEMENTS. COLD MILL EXIST. AC 2-INCH THICK, UNLESS INDICATED OTHERWISE. PER DETAIL REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. BACKFILL W/CRUSHED MISCELLANEOUS BASE COMPACTED TO 95% COMPACTION. CONSTRUCT MIN. I-INCH THICK AC LEVELING COURSE, UNLESS INDICATED OTHERWISE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSTRUCT MIN. 2-INCH THICK ARHM OVERLAY. REMOVE EXIST. MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (8" C.F.) PER CITY STD. PLAN STD-182-L. DELETED. CONSTRUCT 2' WIDE. 8" AC OVER 6" AB, SEE DETAIL "B" ON SHEET 2. REMOVE EXIST. STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXIST. NATIVE TO 95% RELATIVE COMPACTION AND CONSTRUCT STAMPED CONCRETE PER DETAIL. COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING. JOINTS TO BE INSTALLED EVERY 60' LF PER DETAIL ABOVE. ADJUST WATER VALVE BOX AND COVER TO. GRADE ":ER CNB STD. 508-L. ADJUST STORM DRAIN/SEWER MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN STD-111-L. ADJUST EDISON, TEL.. MH/VAUL T, P.B. 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 OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. b -0 EXIST. SPRINKLER III HEADS (TYP) 6 8 9 EX/ST. LANDSCAPE III 101 . 102 ___ _, ~ ,-..~e--+--I 103+00 "A~ 103 8 9 ' ' 6 8 9 0 ., i Co1.U 1,111.\. 0 --------J" COLD MILL JOIN EX. PA W:MfNT e @ @ @ @ @) @ @ @ @ @ @ @ @ + I') 0 CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY. RAISE THE CATCH BASIN TOP (W= 7') TO MATCH THE PROPOSED TOP OF CURB. CONSTRUCT CATCH BASIN, TYPE OS PER CITY OF NEWPORT BEACH STD. PLAN 306-L, L=4' & V=4", SEE DETAIL THIS SHEET. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD. PLAN 311-L. CONSTRUCT 1B"~ RCP, 1500D. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. PLAN 304-L. CRACK SEAL AS PER DETAIL ON SHEET 2. CONSTRUCT 6" THICK PCC APRON. CONSTRUCT VARIABLE HEIGHT CURB FACE. REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT TYPE "A• PCC CURB AND GUTTER (8" CF) PER CITY OF NEWPORT BEACH STD. PLAN STD-1B2-L. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. PLAN STD-IBO-L. CONSTRUCT JUCTION STRUCTURE No. 1 PER CITY STD. PLAN STD-310-L. INSERT ABTECH SERIES C0/414 AND ULTRA URBAN FILTER (SMART SPONGE PLUS) REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TRANSITION FROM TYPE "B" PCC CURB TO TYPE "A• PCC CURB AND GUTTER. - DISPOSITION NOTES [j] III PROTECT IN PLACE REGRADE EXISTING SOIL TO NEW STAMPED CONG. GRADE, RELANDSCAPE 'MTH TURF INSTALL NEW IRRIGATION BY CITY DESIGNATED CONTlRACTOR. w w :::c V> ~ V> w z ::i ::r: g ~ ~ + I') 0 .... LEGEND 4-162 $ CORE LOCATION C-3625 CITY Of r.'JlEt"Jl?O!Fl"il" IB!EACM JAMBOREE ROAD REHABILITATION PROJECT DATE 10/20/03 CHECKED S.D. DESIGNED S.D. DRAl'vN HS n©i.G\ . a~ ,,,.,_.,, i 1.§[ D =~~ima;tment l..= 12Jn Lawl• St. Sult• 101 G«lkn GI-ewe. CA 92840-48-4.l D0\70n, LJ.mdln & Ao:oclatC3 (714) 7.0-a.!140 rm! 740-2184-2 R-5850-S SHEET 3 OF 11 103+00 t:l en L.,J z :::i :c u ~. ~ + "'> 0 ... PROPOSED VIL Y MEDIAN TOP OF CURB \ -- EXli " I'll Y MEDIAN TOP OF CURB •• ·f • i i .. -, ... .. ... ' ,. .: - •• -'j : < 180 In 179 178 180 179 178 \ 2 :21~ /------~ \_ V✓,,, -, -EXIST. E'LY MEDIAN TOP OF :URB / ~ ~ ' + 8 ' - ' / <0 i/ ~ 104+00 105+00 106+00 107+00 108+00 SCALE: HORIZ. VERT. 1 "=40' 1"= 4' 109+00 E'L Y ME IAN TOP .OF CURB 110+00 111+00 112+00 ' • ' "< -, -.- 113+00 ' ' '' ''···· ·- t ··-·•-; ·~·i· --:-•---.!---··· 114+00 : ' : ' I ~ \ VARIABLE THICKNEss.Y i 4 4-145 \ VARIABLE THICKNEssY i · ··· .. ·· ... ----,\·--,, ·· --, · .. L.,JL.,J 2 4 I 5 X2D -COLO I.I/LL (TYP) 2 ,,-,,-.,,,-.. _ :g ~ COW Mill (TYP) 2 -4 v 5 vz•o r,i _ \ ( 6 I B '[ 9) EXIST. SPRINKLER '17 '( 4 X 5 x20). 6 I B I 9) EXIST. SPRINKLER r.i, EXIST. SPRINKLER '17 A ,,, L.,Jen [XIST. SPRINKLER L_1_J / r,,i .,,,//\,HEADS (TYP) L'J \ ./JI HEADS (TYP) L'J r,,i I 6XBY9~ ,,,,--rHEADS (TYP) .-·L'J., ---\ HEADS (TYP) '7\ ,,-r-EXlST. LANDSCAPE L£j / / \ / / \ £EXIST. LANDSCAPE L£j A:./ / j . 115+00 LO 8 :c en ~ en L.,J z z U Q <JJv ... ""' /',/.J V '-' ,_, V /LIO U ,V U '"'ff.!/ V ,... ~ V ::J >---+---- ' - ----+--------. I -__ _,__ ,--t,-;-----l +-------· --+--·-IV.I ..., .., ,...,, -., 114 ,. .., , ..., ·, -.., ...., l f =i. ----c.,-.c-.,-.. I f--, ~• ---,., :c u ~ ...: I ,.. " ~ -J " r, r. " ,.., n ,.,, n n o· n ri • .\ / /.A.4-163 r,,, EXIST. SPRINKLER JI,/ T ~ HEADS (TYP) VARIABLE THICKNESS /{ COW I.I/LL (TYP) j \ 2 ' x ,-4, x /s---x· ,,2"0 \ \ I I ' ' 0 1 0 ---+- "---6'i8X9) r,,, EXIST. SPRINKLER~ ~ HEADS (TYP) --~ 0 PARKWAY CVL vfRT ---- ' ~ 1-------- - ---------- - ---------- - -.---------- - ---------- - ---------- - ---------- CONSTRUCTION NOTES (i) 0 0 0 ® ® 0 ® ® REMOVE EXISTING PAVEMENT/IMPROVEMENTS. COLD MILL EXIST. AC 2-INCH THICK, UNLESS INDICATED OTHERWISE. PER DETAIL "A•- REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. BACKFILL W/CRUSHED MISCELLANEOUS BASE COMPACTED TO 95X COMPACTION. CONSTRUCT MIN_ 1-INCH THICK AC LEVELING COURSE, UNLESS IND/CA TED 0 THERWISE. TOP OF LEVELING COURSE SHALL BE 2 • B[LOW FINISHED SURFACE. CONSTRUCT MIN 2-!NCH THICK ARHM OVERLAY. REMOVE EXIST. MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (8" C.F,) PER CITY STD. PLAN STD-182-L. REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE "A. PCC CURB AND GUTTER (8" C.F) PER CITY STD PLAN STD-182-L. CONSTRUCT 2· WIDE. 3• AC OVER 6" AB, SEE DETAIL "B" ON SHEET 2. e @ @ @ @ @) @) @ @ @ CONSTRUCT VARIABLE THICKNESS ARHM OVERLA '(. RAISE THE CATCH BASIN TOP (W=7') TO MATCH THE PROPOSED TOP OF CURB. CONSTRUCT CATCH B4SIN, TYPE OS PER CITY OF NEWPORT BEACH STD. PLAN 306-L, L=4' &-V=4 •• SEE DETAIL ·o • SHEET 3 AND DETAIL ·c SHEET 5. DELETED. CONSTRUCT 18 •~ RCP, 15000. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. PLAN 304-L. CRACK SEAL AS PER DETAIL ON SHEET 2. CONSTRUCT 6 • THICK PCC APRON CONSTRUCT VARIABLE HEIGHT CURB FACE. REMOVE EXISTING CURB ANO GUTTER ANO CONSTRUCT TYPE "A• PCC CURB ANO GUTTER (8" CF) PER CITY OF NEWPORT BEACH STD. PLAN ST0-182-L. , ' 4-164 4? ?6" PRESSURE REDUCING VAL VE (io) VARIABLE THICKNESS r1-A COLO I.I/LL (TYP) ' , PARKWAY CULVERT__.. ·_, SCALE: 1"=40' ' 6XB 9) 4-162 ,../ r. r. •• ,,.. . ::c: r,,, EXIST. SPRINKLER ~ ;_::;::.;.,---\ "' =, ('.:''-~ . - LEGEND $-CORE LOCATION u ~ .d 0 0 + LO - C-3625 REMOVE EXIST. STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXIST. NATIVE TO 95X RELATIVE COMPACTION AND CONSTRUCT STAMPED CONCRETE PER DETAIL COLOR SHALL BE TERRA COTTA GROOVES SHALL BE J/4 • DEEP MAX. PATTERN TO MATCH EXISTING. JOINTS TO BE INSTALLED. EVERY 60' LF PER DETAIL ABOVE. ADJUST WATER VALVE BOX AND COVER TO GRADE PER CNB STD. 508-L. ADJUST STORM DRAIN/SEWER MANHOLE FRAME &-COVER TO GRADE @ @ @ @ CONSTRUCT 4• p_c_c_ SIDEWALK PER CITY OF NEWPORT BEACH STD. PLAN STD-1BO-L. CONSTRUCT JUCT!ON STRUCTURE No. 1 PER CITY STD. PLAN ST0-310-L. INSERT ABTECH SERIES CO 1414 ANO ULTRA URBAN FILTER (SMART SPONGE PLUS) REMOVE EXISTING MEDIAN CURB ANO CONSTRUCT TRANSITION FROM TYPE "B" PCC CURB TO TYPE "A• PCC CURB ANO GUTTER. JAMBOREE ROAD REHABILITATION PROJECT PER CITY STD. PLAN STD-1 1 1 -L. ADJUST EDISON, TEL MH/VAULT, P.8. TO GRADE (BY OTHERS). f-lEPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN ES-!>A, ES-58. TYPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN LOOPS SHALL BE INSTALLED PRIOR TO FINISHED '.iTHIPING, ANO APPf<OV[D UY TH[ ENGINEER. DISPOSITION NOTES OJ []] PROTECT IN PLACE REGRADE EXISTING SOIL TO NEW STAMPED CONC. GRADE, RELANOSCAPE WITH TURF INSTALL NEW IRRIGATION BY CITY DESIGNATED CONTRACTOR. DRAWN HS ' ~ ,c,,t .. ,._., (QI" U : ~~t~agerntnt 12377 Lllwl• st &ill• 101 Gorden Grow. CA ll2M0-4&43 Oo\"l'Un, Lundtn & Mcocloto (714) 7-40-IUMO tax 740-ee,42 R-5850-S SHEET 4 OF 11 --------. ( I ' C 218 217 216 218 217 216 ,;- ti ~ V) t!:l V) w z :::J ::c: g ~ 0 0 IO ... ... w w ::c: V) w w V) ~ --- <.., !:: "' "' .; ---- -- 116+00 -~ ----------------.... f:2 --- -~ . -~ "' -"' -f2 !.::! ~ W) i.o "'."°' ~ • ~ ._,_:: :!: Cl "' ... ~ ------ ,. --~ \__ ~ PROPOSE ) E'L Y MEDIAN -EXIST. E'L Y MEDIAN TOP OF c URB SCALE: HORIZ. VERT. 117+00 118+00 119+00 120+00 f2 ,;; "' c::i TOP OF CURB~ 1"=40' 1"= 4' 121+00 CONSTRUCTION NOTES (G) @ CONSTRUCT VARIABLE THICKNESS ARHM OVER/A 'f. 0 0 REMOVE EXISTING PAVEMENT/IMPROVEMENTS. COLD MILL EXIST. AC 2-INCH THICK, UNLESS INDICATED OTHERWISE. PER DETAIL "A~ REMOVE ALL E:XPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. BACKFILL W/CRUSHED MISCELLANEOUS BASE COMPACTED TO 95,C COMPACTION. CONSTRUCT MIN. I-INCH THICK AC LEVELING COURSE, UNLESS IND/CA TEO OTHERWISE. TOP OF LEVELING COURSE SHALL BE 2• BELOW FINISHED SURFACE. CONSTRUCT MIN 2-INCH THICK ARHM OVERLAY. REMOVE EXIST. MEDIAN CURB ANO CONSTRUCT TYPE. 8 PCC CURB (8" C.F.) PER CITY STD. PLAN STD-182-L. DELETED. CONSTRUCT 2· WIDE. e· AC OVER 5• AB, SEE DETAIL ·a· ON SHEET 2. REMOVE EXIST. STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXIST. NATIVE TO 95:,C RElA TIVE COMPACTION AND CONSTRUCT STAMPED CONCRETE PER DETAIL. COLOR SHALL BE TERRA COTTA GROOVES SHALL BE J/4 • DEEP MAX. PATTERN TO MATCH EXISTING. JOINTS TO BE INSTALLED EVERY 60' LF PER DETAIL ABOVE. ADJUST WATER VAL VE BOX AND COVER TO GRADE PER CNB STD. 508-L. ADJUST STORM DRAIN/SEWER MANHOLE FRAME &-COVER TO GRADE PER CITY STD. PIAN STD-111-L. ADJUST EDISON, TEL.. MH/VAUU, P.8. TO GRADE (BY OTHERS). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN £5-54, ES-58, TYPE £. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED SlRIPING, AND APPROVED BY THE ENGINEER. @ @ @ @ @ @ @ @ @ @ @ @ RAISE THE CATCH BASIN TOP (W=7'.) TO MATCH THE PROPOSED TOP OF CURB. CONSTRUCT CATCH BASIN, TYPE OS PER CITY OF NEWPORT BEACH STD. PLAN 306-L, L-4' &-V-4', SEE DETAIL THIS SHEET. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF N£WPORT BEACH STD. PLAN 311-L. CONSTRUCT 18"" RCP, 15000. CONSTRUCT LOCAL DEPRESSION P£R CITY OF NEWPORT BEACH STD. PLAN 304-l. CRACK SEAL AS PER DETAIL ON SHEET 2. CONSTRUCT 6 • THICK PCC APRON. CONSTRUCT VARIABLE HEIGHT CURB FACE. REMOVE EXISTING CURB AND GUTTER ANO CONSTRUCT TYPE ,\ • PCC CURB AND GUTTER (8" CF) PER CITY OF NEWPORT BEACH STD. PLAN STD-182-L. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. PLAN STD-180-L. CONSTRUCT JUCTION STRUCTURE No. 1 PER CITY STD. PLAN STD-JID-l. INSERT ABTECH SERIES C01414 AND ULTRA URBAN FILTER (SMART SPONGE PLUS) REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TRANSITION FROM TYPE "B" PCC CURB TO TYPE "A" PCC CURB AND GUTTER. DISPOSITION NOTES OJ PROTECT IN PLACE 11) REGRADE EXISTING SOIL TO NEW STAMPED CONC. GRADE, RELANDSCAPE WITH TURF INSTALL NEW IRRIGATION BY CITY DESIGNATEO CONTRACTOR. TRANSlnON FROM TRANSlnON FROM B"CF 10 EXIST. ct 122+00 SCALE: J"-40' I 123+00 PROPOSED W'L y M DIAN TOP or CURB • / EXIST. W'L Y ME IAN TOP OF cyRB • T ··• i 124+00 125+00 4-162 ; .. --· ____ _;_,, . __ :_ i '-·-. .... . ,_. : ..... , ! , I ' i •• i : • --·"· • -·r·· I --~-"" "' ••• , .• ·•-~.-" .,, .• . , ' -----; ···-j--··, v·-· ! I ··-··--··t··· I ' I .,_, .• ··/· . --1·· I i . ' ..... ,_ '" .. . ·1 •.••. ,. ... T··-" '"' ' I : • ... • [ • ' ! i -1-------1----••.<•·; : I , , ! 1 i i ! / I 1 I . .. . .. . r j ... : . ' -- i -----,···--j··----r---. ---•·" .. ··---r-··•-·i-••'·+-· .• '. . ·, • •• i i ' i -,,-· ..... i_, ' ' .. . . ·--,_ """ C "'°")'". ', i · 20~ ---·• · "'"'."' ,~ ·•--~---ea-., .. -t---.. -; • ~---· , .. • • , : I '"""'; _,.,.i --1· ···;-···· ......... ..l. . -· ... i ' I I •·--------1-·-• t· ! ' ' .. -,. :---! I •• ··-. ;--T·--f ····-:·-· •·- i ---,----, .. ·---j··· ·--;- : • ! 126 . ' ... ., _____ , __ i I . --: ·----l -•-·---[----,. ) ! I ' -••-; M-• r•• V:-~• j l : ---~ ,-----,--·--!-- -.. .. ..... -------" -· -....... T .. ""T- i I .. \ ··-.. ' ' ! \ ,. . •-' /-,. . -..... , ___ .. -.. -.. ~ /;.:--·., f ., -" ' \...-. ·-· ,,_ ·-· • -·-·-., . ----·-·~: .. \"""' .,.,,.. ------.... _.,,:__ ' _ _,-- ·.,, '~, STA. 126+17.15 JAMBOREE RD , STA. 10+00.00 BISON AVENUE::•, ,:• ' . . •• -••·• •• I , LEGEND $ CORE LOCA TlON C-3625 JAMBOREE ROAD REHABILITATION PROJECT . '\ DA 1E 1 0 /20 /03 REVIEWED /ff 1 / 1-======f-:::=f=-===I /1>"', /J /c---;;;;~======---~5'2..,:;.;-4-~-o~•'rc_ CHECKED r'KI • UVIY ~ ~ llA II:. 1====s::;.o==. ==~ PREilARED s~ DESIGNED S.D. DRAWN HS R-5850-S SHEET 5 OF 11 d ( ( ,. j: c., n:: w w V) w z ::J ::c (.) ~ :E 0 "'" + I') 0 "' " -- ~ - -.. --t--)I .. -- " - " " -- ---- -- - --- --- - - - 1u• ----' - --- - - - I I I \W----- Pl I - --- --- Iv, -' . --- P2 P6 P7 -- - - - - - ----- ,vu --I - -- - -- - - - - -T ----- - -- I ------ Pl P7 COMSTRUCTION l'JOTES ® INSTALL 4 • WHITE LANE LIN[ WITH RAISED MARKER (DETAIL 11 & 1 J) INSTALL 4. SOLID WHITE LAN[ LIN[, 50' LONG u 9 0 0 INSTALL 8" SOLID WHITE CHANNELIZING LINE. (DETAIL J8C) INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) INSTALL 12• SOLID WHIT[ CROSSWALK LINE. (TH[RMOPLASTICO INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLASTIC) INSTALL 1-WAY YELLOW REFLECTIVE MARKERS ADJACENT TO MEDIAN. (DETAIL 26) INSTALL 12" WHITE CHEVRON. INSTALL 4. DOUBLE YELLOW LINE PER CALTRANS STD. 21 & 23. INSTALL 6" SOLID WHITE 8IKE LANE LINE (DETAIL 39) TYPE K MARKER SHALL 8£ INSTALLED IN THE CENTER OF ALL MEDIANS AT TH[ RADIUS POINT AT EACH END OF TH[ M[DIAN. • ------ P7 -- -- -- - -- - - - - SCALE: 1 "=40' Pl ---------------- ... - --- Pl ----- ~ -- - - - - ----- ~ ----- - ---- - ... 1u~ ,v, .:.;· <O . ---i --+ ' ... -- - - ------ - -~ - - - - - --T --- -f::l I ------ Pl GEl'JIERAL t'JOTIES 1. ALL STRIPING DE.TAILS, MARKINGS, MARKERS, ETC., SHALL 8£ PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 1999 EDITION. 2. ALL 12" WHITE OR YELLOW STRIPING SHALL REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST 8E REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST 8E REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR 8£ 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL 8E CERAMIC. -ALL STOP 8ARS TO 8E 12" WHITE ig> 1/2 ~ UNLESS OTHERWISE NOTED. J. STRIPING AND MARKERS SHOULD 8E 2 COATS RAPID DRY W/GLASS BEADS FOR REFLECTION. (SEE SPEC.) 4. SIGNS FINAL LOCATION TO BE DE.TERM/NED IN THE FIELD 8Y CITY'S FIELD INSPECTOR. 5. ALL TRAFFIC SIGNAL LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING ANO APPROVED 8Y THE [NG/NEER. - - -- - - - -- P7 - Pl P7 f::l ~ .... - 9 100 I- ;!: ~ f::l ------ ~ - - - - - - - - - " -- - - - - -- " - UV <O -+-- - , ;!: ---- - - ~ --c-- - -- ~ ---- P7 LIEGEl'JD "ONLY" TO 8£ INSTALLED PER STD. A24E "STOP" TO BE INSTALLED PER A240. "AHEAD" TO 8E INSTALLED PER STD. A24D TYPE I ARROW PER STD. A24A. TYPE IV ARROW PER STD. A24A. TYPE VII ARROW PER STD. A24A. "BIKE" TO 8[ INSTALLED PER STD. A24E. "LANE" TO BE INSTALLED PER STD. A24E. EXIST. TO BE PROTECTED IN PLACE EXIST. TO 8E PROTECTED IN PLACE. - ( {.!. - - NOTE: TYPE I ARROW TO 8E 5' FOR BIKE LANE. -- - - - - - -- -f::l ~ .... 101 -le .... - ~ Pl ---- ~ -- - - - ---~ - - --- - - :": 'f~ '" ---' - " --- - ----~ -T ---- - ~ I ---- Pl SCALE: 1 "= 40' Pl 102 .... - "' - P7 - --- - - -- - - - IIJ I--- --- - - ------ -- P7 t ~ 3: g w ID w w V) w z ::J ::c 10 (.) !;;j: ::!!: 0 "'" + r<) 0 .... ~ V) -- ~ -- - ~ - - - ;!: 114_ I . ;:! :": - - - " --- - - - - - - - 1 - ~ w ::c V) l!:l V) w z -' ::c (.) !;;j: ::!!: ----0 0 ct: ll: ---- + IO STRIPING PLAN JAMBOREE ROAD C-3625 REHAB!LIT A TION PROJECT DATE 10/20/03 REVIEWED CHECKED l===~S='==D=·===-1 PREPARED BY: DESIGNED S.D. DRAWN HS r---..~ • CM En9in..-ln9 ! 1)' \ • Sl.irw)41,9 11 Ci • Pra)tcl Monagtm•nt L::V' 12377 , .. ,. St. "-"• 101 Gaden CrllW, CA 1128-40-48-43 Dowen. lundln &. Associates ('114) 140-ee,o rci" no-M.t-2 R-5850-S SHEET 6 OF 11 '""\J C p-: "i ? . • tt (0 Gj " w " :I: V) ~ w w ~ -V) 11 w -•--------'z-z ;:,. :J :I: ~ (.) ~ " :!: 0 ~ 0 + LO .... .... ' . ~ V) P1 P7 -- P7 P1 CONSTRUCTION NOTES 0 INSTALL 4. WHIT[ LAN[ UN[ WITH RA15[D MARK[R (D[TAIL 11 & 1 J) INSTALL 4. SOLID WHIT[ LAN[ UN[, 50' LONG INSTALL 8" SOLID WHIT[ CHANN[UZING UN[. (DETAIL JBC) INSTALL PAVEM[NT L[G[NDS AS SHOWN. (TH[RMOPLASTIC) INSTALL 12" SOLID WHIT[ CROSSWALK LIN[. (TH[RMOPLASTICO INSTALL 12" SOLID WHIT[ STOP BAR. (TH[RMOPLASTIC) INSTALL 1-WAY YELLOW R[FL[CTIV[ MARKERS ADJAC[NT TO M[DIAN {D[TAIL 26) INSTALL 12" WHIT[ CH[VRON. INSTALL 4" DOUBLE Y[LLOW LIN[ P[R CAL TRANS STD. 21 & 23. INSTALL 6" SOLID WHIT[ BIK[ LAN[ UN[ (DETAIL J9) TYP[ K MARK[R SHALL 8[ INSTALLED IN TH[ C[NT[R OF ALL M[OIANS AT TH[ RADIUS POINT AT [ACH [NO OF TH[ M[DIAN. ~ ~ ~ - ~ ~ --~ ~ P7 -, -1 -- P1 P7 SCALE: 1 "= 40' GENERAL ~JOTES 1. ALL STRIPING O[TAILS, MARKINGS, MARK[RS, £TC., SHALL 8[ PER STAT[ OF CALIFORNIA, D[PARTM[NT OF TRANSPORTATION STANDARD PLANS, 1999 [DIT/ON. 2. ALL 12" WHIT[ OR YELLOW STRIPING SHALL R[FL[CTORIZ[D THERMOPLASTIC, UNLESS OTHERWISE INDICATED. P1 -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH N[W MARKERS, UNLESS OTH[RWIS[ SHOWN. -ALL REFL[CTIVE PAVEMENT MARK[RS SHALL HAVE GLASS COV[R[D REFL[CTIVE FACES OR BE JM SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARK[RS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHIT[ 0 1 /2 ~ UNLESS OTHERWISE NOTED. J. STRIPING ANO MARKERS SHOULD BE 2 COATS RAPID DRY W/GLASS B[ADS FOR REFLECTION. (SE[ SPEC.) 4. SIGNS FINAL LOCATION TO 8[ DETERMINED IN THE FIELD BY CITY'S FIELD INSPECTOR. 5. ALL TRAFFIC SIGNAL LOOPS SHALL BE INSTALL[D PRIOR TO FINISHED STRIPING AND APPROVED BY TH[ ENGINEER. " " ~ :!: ..., ~ :!: ~ ~ -+ ,- ---·- P1 Ll:GIE~JD "ONLY" TO BE INSTALLED PER STD. A24E "STOP" TO BE INSTALLED PER A24D. "AHEAD" TO BE INSTALLED PER STD. A240 TYPE I ARROW PER STD. A24A. TYPE IV ARROW PER STO. A24A. TYPE VII ARROW PER STD. A24A. "BIKE" TQ BE INSTALLED PER STD. A24E. "LANE" TO BE INSTALL[D 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. P1 P7 ~ " -..,. - t-~ :!: -~ ~ P7 , STA. 126+ 17.15 JAMBOREE RD STA. 10+00.00 BISON AW::NUE P2 / , UJ ::, 21 LJJ > ~ 126 ,- ~- □ c P5 2 0 fl) -00 /~ ' \ , \ ifl \ I C-3625 CIYV Of li\11Et"Jl?Oll=!lY IBIIEAC&:3 STRIPING PLAN JAMBOREE ROAD REHAB!LIT A TION PROJECT DATE 10/20/03 REVIEWED CHECKED 1-===="S=. D=. ===--l PREPARED BY: DESIGNED S.D. DRAWN HS R-5850-S SHEET 7 OF 11 c.s: of :r: (/) ;:i. 0 {) . ~-~ --11· 11· N N 0 . . ~ l,; ()J '-\ .~ ., ,.,.,::: C) (J) ---l )> ~ .,. '° ~ +" 0 ~ +" ~ ~ +" N 138.948\\ I ·1~ 1J5 75TC 6 ' 1JB 14FL ' • 1J8.87FS I I \ \ \ \ 139 3BFS I I I I o. c:, 0 0 ~ l,J +" ~ l,J lJ) ~ l,J rn ~ l,J -...J 1J5.758\\ ~ l,J OJ ~ l,J lD I -01 1J5.597C jg 1J4.92FL ~ l,J ..... ~ l,J N ~ l,J l,J ~ l,J +" 132. 778\\ ~ l,J lJ) ~ l,J rn ' I -~ _ 1J2.62TC lg 1J1.64rt 1/:" ',\ 1js.sJrs • J,:J ",'\. 132 82rs -~-I \o I c-., \ f;Y I (J) ---l )> I I I o, I I 1; I \ °. \ \ 136.JOFS \ 133.JIFS I , \ (J) \ \ ---l \ \ )> \ I \ \ I <>, c:, 0 0 ~ N OJ ~ N lD -r.$ ',." f} (J) ---l )> \ ..... l,J 0 ..... l,J ..... 129.808\\ ..... l,J N ..... l,J l,J / -01 129.58/C lg 128.93FL ' \ . -. \ 12987FS \ \ \ I I \ 1J0.40FS \ \ \ \ 0, c:, 0 0 ..... N rn ..... N -...J ..... N OJ 126.888\\. ..... N \0 ..... l,J 0 -o, , lo / 125. 76TC o 126.12FL \" \ --fo,' -\-. ---- 'v \ 126. 99FS ·:f I C) I I \ . 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