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Home My WebLink AboutR_6017_SCITY OF COSTA MESA JOHN WAYNE > AIRPORT J' c...,~ ~ls ~ 0-9 CITY OF IRVINE ~ PUBLIC WORKS DEPARTMENT FASHION ISLAND AREA STREETS OVERLAY AND SLURRY GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. TlHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTIRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IM PROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF TlHE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON TlHE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSfALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY SURVEY BENCHMARK, MONUMENT, PROPERTY LINE AND/OR CORNER SURVEY MARKER THAT IS DESTROYED AS A RESULT OF ITS OPERA TlONS. 10. CONTRACTOR SHALL COORDINATE WITH GAS, SCE, TELEPHONE AND CATV FOR ADJUSTING MANHOLES, PULL BOXES, VAULTS AND METER FRAMES AND COVERS TO GRADE. 0 PROJECT LOCATION C-4813 11 . EXCEPT WHERE NOTED ON THE PLAN ALL CURB, GUTTIERS, AND DRIVEWAYS ARE TO BE PROTECTED AT ALL TIMES AND BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT TlHE DURATION OF THE CONSTRUCTION. CONSTRUCTION NOTES VICINITY MAP NOT TO SCALE APPROVED: ___________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 DAfE: ______ _ 0 PROTECT IN PLACE @c□LD MILL EXISTING PAVEMENT 2" DEEP G) c□NSTRUCT 2" THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. r,\ REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL '-.21 "B" ON SHEET 2 SYMBOL ABBREVIATIONS LEGEND APPROVED: ___________________ _ DATE: ______ _ ® SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (B" C.F.) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=l' MIN. (IN ADDITION TO GREENBOOK SECTION 1-3.2) • GUARD POST AB AGGREGATE BASE ARV AIR RELIEF VALVE -0-POWER POLE ACP ASBESTOS CEMENT PIPE @ SEWER CLEANOUT AC ASPHALT CONCRETE BC BEGIN CURVE @ SEWER MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE @ STORM DRAIN MANHOLE BLK BLOCK CATV CABLE TV I>()<] FIRE HYDRANT CF CURB FACE WATER METER Cl CAST IRON liiil Ci. CENTERLINE II[] STREET LIGHT PULL BOX CNB CITY OF NEWPORT BEACH CL CLASS lliil TRAFFIC SIGNAL PULL BOX CLR CLEAR :c)----o C&G CURB AND GUTTER STREET LIGHT E EAST /ELECTRIC () WATER VALVE EC END CURVE ECR END CURVE RETURN c-GUY WIRE EVC END VERTICAL CURVE EXIST EXISTING A SURVEY MONUMENT FLG FLANGE FE FLANGED END p SIGN FL FLOW LINE ® FM FORCE MAIN VAULT VENT G GAS 0 TREE GV GATE VALVE GB GRADE BREAK Uii>l IRRIGATION CONTROL VALVE GE GROOVED END IP&T IRON PIPE AND TAG ll'll CABLE TV PULL BOX LT LEFT ~ MAX MAXIMUM CORING LOCATION MJ MECHANICAL JOINT (f) ELECTRICAL MANHOLE MIN MINIMUM NG NATURAL GROUND [fl ELECTRICAL PULL BOX N NORTH NTH'LY NORTHERLY 7 ~///1d BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PROPERTY LINE PE PLAIN END ----· PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---Ci.---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE -----w-----s SEWER WATER LINE sco SEWER CLEANOUT ---G---GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELIECTRICAL LINE SW SIDEWALK s SOUTH --T--TELEPHONE LINE STH'LY SOUTHERLY -CATV-· SCE SOUTHERN CALIFORNIA EDISON CABLEVISION LINE SQ SQUARE --SP--SPRINKLER SYSTEM STL STEEL T TELEPHONE -x-x-x-FENCE w WEST/WATER W/ WITH BLOCKWALL ™ COLID MILL m DIG-OUTS I;. = . • 4 CONCRETE PAVEMENT LOCATION MAP NOT TO SCALE SJREET SANTA BARBARA DRIVE SAN CLEMENTE DRIVE SAN MIGUEL DRIVE SAtJ t~IGOLAS BRIYE ANACAPA DRIVE FARALLON DRIVE GRANVILLE DRIVE TOTAL TYPE I SLURRY SEAL: QUANTITY (SF) 184,325 29,342 54,720 66,816 84,240 36,384 74,832 5,500 586,817 481,589 .__ _________ _._ ____ _. ,, .. DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 <.. ' r D I I I .-... .... ..... ,, ... , ........... . .... ,. ;;,;,,.:.': CANYON COMMU 00-0 LEGEND \ [;;,/'.f){;jj AC OVERLAY I I TYPE I SLURRY SEAL -THIS WORK WAS DELETIED FROM THIS CONTIRACT & COMPLETED THRU THE FY 11 /12 CITYWIDE SLURRY SEAL PROJECT (C-5087) @ SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (B" C.F.) AND GUTTER PER CNB STD-183-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN . ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L 0 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "C" ON SHEET 2 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). @ SAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" TH ICK PCC OVER 6" AGGREGATE BASE PER CNB STD-140-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INS TALLED BY OTHERS @REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L. THIS WORK DONE PER C-4850. C: 0 C: 0 -"' 0 () 0 E 0 "' I!) 0 c,, ;. " 1---------------------------------------+ui " -0 <D SHEET INDEX 1---------------------------------------+"' -< 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 TITLE SHEET TYPICAL SECTIONS AND DETAILS PLAN SHEET PLAN SHEET PLAN SHEET PLAN SHEET PLAN SHEET PLAN SHEET PLAN SHEET PLAN SHEET -POLICE DEPARTMENT PARKING LOT DIG-OUTS STRIPING PLAN -SANTA BARBARA DRIVE STRIPING PLAN -SAN CLEMENTE DRIVE & SANTA BARBARA DRIVE STRIPING PLAN -SANTA CRUZ DRIVE STRIPING PLAN SAN NICOLAS DRIVE STRIPING PLAN SAN MIGUEL DRIVE & ANACAPA DRIVE STRIPING PLAN -FARRALLON DRIVE STRIPING PLAN NEWPORT CENTER DRIVE STRIPING PLAN NEWPORT CENTER DRIVE WEST STRIPING PLAN -NEWPORT CENTER DRIVE EAST STRIPING PLAN -NEWPORT CENTER DRIVE EAST STRIPING PLAN NEWPORT CENTIER DRIVE WEST RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. L L :, U) " C 0 >-0 -.::: ~ 0 "' -" " L -U) 0 Q) L <( <Id " C 0 <ii C 0 .c {/) 0 LL U) " -0 <D ~ ~ w w ~ '.;:J, c,, C L Q) Q) LOCATION MAP ~ 1---~ NOT TO SCALE ./ n 0 = SHEET NUMBER C-4813 ..5 1-------------------..--------------------::::::=:::::::::::::::::::::::::::::::'.:::::'.::::::'.::::'.::::::'.::::::'.:::::::::::::::::::::::::::::::::::::::;:::::::::::::::.... ____ .:::...__:~_....'..'.__.'.._ __ _::::....:'....._ __ .....::.__..:....:.._---.---------..----------r--------+-----------.-----------------------..:::....::::::~~---I § CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS GPS POINTS EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: s "6268" TO "6279" BEING S31"32'29.0"E. TITLE SHEET "'c, DAY NIGHT " BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "3K-55-99", A (BOO) 624-8153 FASHION ISLAND AREA STREETS _g 3 3/4" ALUMINUM DISK SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT: BY 8.0 FT. CONCRETE CATCH SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 u, BASIN LOCATED IN THE NORTHEASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND SBC/AT&T TELEPHONE COMPANY (800) 332-1321 611 MARK HARMON MICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY "f HARBOR VIEW DRIVE. CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 MUNICIPAL OPERATIONS DEPT. ASSISTANT CITY ENGINEER SENIOR CIVIL ENGINEER m ELEV. = 145.204 FEET (NAVO 88, YEAR LEVELED 1999) ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 t---------.-----+-----------------------.----------1 ~ ADELPHIA (714) 542-6222 DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, COX COMMUNICATIONS (949) 546-4100 DATE: _______ DATE:________ CHECKED: DATE: "' (1991.35 EPOCH). UNDERGROUND SERVICE ALERT (800) 422-4133 PA 03 07 12 PUBLIC WORKS DEPARTMENT SHEET 1 OF 21 3, ____________________ .__ _____________________________________________________________________________________ ...._ ____________ ....., ____________________________________ _ R/W 16' ,--------...,, I I I I 130' 39' a· s· 12· ON STREET BIKE-TRAVEL PARKING WAY VARIES --------------------- L---------------------- EXISTING PAVEMENT VARIABLE WIDTH MEDIAN 39' 14' (4' -20') 14' 12· TRAVEL I TRAVEL TRAVEL 2 3 NEWPORT CENTER DRIVE TYPICAL SECTION R/W I I 12.'-6" ~-------- 101' 38' VARIES ---------------- I ------L------------- EXISTING PAVEMENT NOT TO SCALE 38' 2 3 VARIES SANTA CRUZ DRIVE TYPICAL SECTION NOT TO SCALE CONSTRUCTION NOTES: 0 PROTECT IN PLACE CD COLD MILL EXISTING PAVEMENT 2· DEEP G) CONSTRUCT 2'' THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. (7\ REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL \2,/ "B" ON SHEET 2 @sAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (B" CS.) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (8" C.F.) AND GUTTER PER CNB STD-183-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L (j) ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "C" ON SHEET 2 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). @sAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGATE BASE PER CNB STD-140-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "c" ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTHERS 5' BIKE-ON STREET WAY PARKING R/W 12'-6" R/W 16' I -----------j I I I I SAWCUT EXISTING PCC, REMOVE & -~ DISPOSE OF EXISTING IMPROVEMENTS EXISTING RAMP -----.' TRUNCATED DOME AS MANUFATURED BY WAUSAU TILE ( 4' X 3') z :i GROUT RAISED TRUNCATED DOME INSTALLATION NOT TO SCALE REMOVE EXISTING AC PAVEMENT ----OVER EXISTING GUTTER SECTION (NEWPORT CENTER DRIVE) I I I I I I STA. 10+49.00 TO STA. 12+98.00 STA. 20+66.00 TO STA. 20+70.00 STA. 21+74.33 TO STA. 21+76.00 STA. 43+74.33 TO STA. 47+25.78 STA. 48+36.33 TO STA. 55+73.00 AC PAVEMENT L---------~-------- DETAIL "A" NOT TO SCALE NOTE: WHERE GRINDING TO MEET THE EDGE OF EXISTING GUTTER, FLUCTUATIONS IN ELEVATION MAY EXIST AT THE GUTTER EDGE (UP TO 1• HIGHER). A DEEP GRIND WILL BE REQUIRED IN THE FOLLOWING LOCATIONS: STA. 10+49.00 TO STA. 12+98.00 STA. 20+66.00 TO STA. 20+ 70.00 STA. 21+74.33 TO STA. 21+76.00 STA. 43+74.33 TO STA. 47+25.78 STA. 48+36.33 TO STA. 55+ 73.00 EXISTING AC PAVEMENT EXISTING BASE DETAIL "B" -DIG-OUTS NOT TO SCALE I I l ~--------- ~-TRUNCATED DOME AS MANUFATURED BY WAUSAU TILE ( 4' X 3'). SEE SHEET 2 FOR INSTALLATION DETAIL --GROOVING (TYP) "-_EXISTING SIDEWALK (TYP) ~ 10% MAX. SLOPE AT CURB (TYP) DETAIL "C" -CURB ACCESS RAMP NOT TO SCALE C-4813 C: 0 C: " -1/l " u " E Q_ <D N .. - N ~ co ~ ...., 0 -0 <D "' < L L ::, (/] ,, C: " >, " -.:: ~ 0 1/l -., ., L ~ (/] " ., L <( ~ ,, C: " "iii C: 0 ..c: 1/l " LL (/] r---0 <D _';;, ~ w w f': ;;- "' C: ·.::: ., ., C: "' C: !;J-o ,----.-----.------------------------,,----------,-----------.-----------------------------to REVIEWED: <( TYPICAL SECTIONS AND DETAILS ;:;-,, ., FASHION ISLAND AND AREA STREETS _g PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY ? SENIOR CIVIL ENGINEER rn t--------.-----+-----------------------.--------~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ t----------1 1/l PUBLIC WORKS DEPARTMENT SHEET 2 OF 21 3-CHECKED: DATE: PA 03 07 12 NO. DATE DESCRIPTION OF RE~SIONS ___________________________________________________________________________ ..... _ ..... __________________________ ...._ ____________ ....., ___ ..... _____________________________ _ e-------.-'-\-\+-\1-1--FOR SAN TA BARBARA DRIVE SLURRY SEA L SEE SH EET 1 BEG IN CONS TRUCTION STA. 8+92.42 CONSTRUCTION NOTES: (i) PRO TECT IN PLACE (D COLD MI LL EXISTING PAVEMENT 2" DEEP 2,408 SF ,----C------l4 G) CONS TRUCT 2" THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. "'REM OVE AC PA VEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL \2) "B" ON SH EET 2 @sAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" C.F.) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1 ' MIN. @) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "c" CURB (8" C.F.) AN D GUTTER PER CNB STD-1 83-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MI N. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L 0 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD -1 11 -L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "C" ON SHEET 2 @) REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). ® SAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE, CONSTRUCT 8" TI-IICK PCC OVER 6" AGGREGATE BASE PER CNB STD-140-L @ REM OVE EXISTING IMPROVEMENTS AN D CONSTRUCT CURB ACCESS RAM P PER DETAIL "c" ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AN D INSTALLED BY OTHERS EX ISTI NG 1 O"S(VCP) EXISTIN G 12"W(ACP) Boo, 840, 860, aso 799 CENTER EXISTING 36"SD(RCP) s, 6 ¾"AC/4 ¾"AB LEGEND I I 0,17' OVERLAY COURSE -(ARHM GG) ™ PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 7 ¼"AC/5',Ji,"AB 162'x7' ----1 4 EX IST. CURB & GUTTE R EX IST. R/W STA . 21 +15.46 NEWPOR T CEN TER STA. 10+00.00 SAN TA CRUZ DRIVE STA . 18+64 JOIN EXISTI NG 5A STA. 18+83 JOIN EXISTI NG 6 ¾"AC/7 ½"AB ' ' -' • . 1 I EX ISTING 1 o"s(VCP) EXISTING 12"W(ACP) • /~\\ /, ' ~:,.\' \; • /' ,-, •/ • • _-.:.1.. .,,.. ·~L::J -. 0 L r~ ' ' . ,) . ' ,--~, ' ' • . ~ I . . • . • 10 ' . . i~~ s'<"~ s<i;.<i;. C: 0 C: 0 ~ "' 0 u 0 E D. (lJ "' "' "-ro 0 ...____ "1 0 'O C: 0 >-0 L Q) > 0 0 Q) L <( ol! 'O C 0 ui C: 0 ..c: "' 0 LL (/) " -0 <!) 0:: / (/) r-w w g: (/) / 0, ,!; L Q) "' .!; 0, C: C-4813 ~ r--,-----,------------------------,---------.--------------.------------------------------18 REVIEWED: < PLAN SHEET 3-.,, Q) FASHION ISLAND AREA STREETS ~ PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY ~ SENIOR CIVIL ENGINEER m ,.,.,,.,..,,,.,,,,,.-"""'T,,.,,.....,.---1----------------------,----------I;;,, DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S [" 1---------1 lJl -----------------------------------------------------------------....L..-No_ ....... _D_ATE_ ..... _DE_sc_R_1P_T1o_N_o_F_R_Ev_1s_1o_Ns ____________ ....L, _______ .J....cH_E_cK_ED_: .....;.PA~D-AT-E:~03:.,;0~7,1..1a:;.2L... ____ P_U_B_L_lc_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ .J....s_HE_E_T ...::::3_o..,;F 2:..:1...J :;;- 7" AC/4 ¾"AB CONSTRUCTION NOTES: CD PROTECT IN PLACE G) COLD MILL EXISTING PAVEMENT 2" DEEP Q) CONSTRUCT 2" TH ICK AC SURFACE COURSE OYER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. f?,, REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL v "B" ON SHEET 2 @sAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8' C.F.) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (8" C.F.) AND GUTTER PER CNB STD-183-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L (j) ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL 'c" ON SHEET 2 @ REMOVE AND REPLACE TlRAFFIC SIGNAL DETIECTOR LOOP (SEE SPECIAL PROVISIONS). E @ SAWCUT AND REMOVE PAVEMEN T, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGATE BASE PER CNB STD-1 40-L @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "c' ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTHERS EXIST. CURB & GUTTER EXIST. R/W , / / I EXIS TING 1 O"S(VCP) EXISTING 12"W(ACP) 172'x7' ~----{4 6Jo - "" \) // , I I / -✓ / I f l i LEGEND I I 0.17' OVERLAY COURSE -(ARHM GG) ™ PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 -. ·~ 7 ~~---· •••. . . . • . . . • . ,., • . . . .• .• .·_. ~I • • ·.·~~··_,.,, • • ·~ . ' • ,., ~. • • • h~ .• .. ··~.~ . . • . • --'J . •..••. •. " ' .•• .• ·~ • . • . ~->(9{~ • • . •• c,, 0 . . • . . . ~-~~ i ' • • • ,~~ ' ~~~-.1'. ·~· .---., ~ ~- . ' ... ~ 10 • ,..) (~)~-·. . . . . ,, r-EXISTING •, 1 O"S(VCP) EXISTING 12"W(ACP) ·~ ,, j ' ~\: '~\ 6'0 0 EXIST. CURB & GUTTER EXIST. R/W • ' s<:;;,.<:;;,. ~ \ • ' . ~~)( i~~ s'<"'? • C 0 C 0 -rn 0 (j 0 N "-0::, 0 ' .,., 0 "' :. ,:, vi ..... -0 <D DC < t :, (/) ,:, C: 0 >-0 ,: Q) > 0 rn -Q) Q) L ~ (/) 0 Q) L <( ol! ,:, C 0 ui C: 0 ..c rn 0 LL (/) ..... -0 <!) DC / (/) r-w w g: ;;;- "' .!; L Q) "' ,!; 0, C C-4813 ~ r--,-----,------------------------,----------.--------------.------------------------------18 REVIEWED: <l'. PLAN SHEET 3-,:, Q) FASHION ISLAND AREA STREETS ~ PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY ~ SENIOR CIVIL ENGINEER m ,.,.,,.,..,.,.,.,,.,.-"""'T.,,..,......,..---1----------------------,----------I;;,, DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S [" 1----------1 lJl _________________________________________________________________ ....1.,._No_ ....... _□_ATE_....__□E_sc_R_1P_T1o_N_o_F_R_Ev_1s_1o_Ns ____________ ....L, _______ .1....cH_E_cK_ED_: ...,.;.PA~□-AT-E:~03a1,;0~71.,1a:;,2.i..,_ ____ P_U_B_L_lc_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ .J....s_HE_E_T _4..:.,__o..;F 2:..:1...J:;;- - ~ STA. STA. 7 ½ AC/7"AB \ CONSTRUCTION NOTES: 0 PRO TECT IN PLACE G) COLD MILL EXISTI NG PAVEMENT 2" DEEP G) coNSTRUCT 2'' THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. ('?\ REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL \.2) "B" ON SHEET 2 @sAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" C.F.) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "c" CURB (8" C.F.) AND GUTTER PER CNB STD-183-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TD GRADE PER CNB STD-511-L G) ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-1 11 -L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TD GRADE PER CNB STD -116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "c" ON SHEET 2 @REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). 36+10.51 NEWPORT 10+00.00 SANTA R @ SAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGATE BASE PER CNB STD-140-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTHERS _____ \ 550, 510, 500 l---1\ ---:t:._~-N~::d-;-749~~4'1-- EXISTING -SCALE: 1'' = 40' EXIST. CURB & GUTTER SAN NICOLAS QBl'{E G~1,-t-r~Gl==:j~:....f_-l , v> , FOR SA" NICOLAS DRIVE ' j µ SLURR,L SEAL SEE SHEET 1 I ' JOIN ' 3~----------- 450 EXIST. CURB & GUTTER EXIST. R/W TER DRIVE EAST = 200 15"S(VCP) -EXISTING 12"W(ACP) NEWPORT EXIST. R/W EXISTING 27"SD(RCP) CENTER EXIS TING 42"SD(RCP) EXIST. CURB & GUTTER EXIST. R/W ------0. g DRIVE I 12 EAST ,'// ,,, /J I I I I 1/ I I I I ,II I I I I I I I I // ~ // U\ II -' -,_---~-,-- 7 ½"AC/4 ½''AB \ ,' 193'x7' 4 300 J EXISTII-JG 15"S(VCP) EXISTING 12"W(ACP) 10 (3) ENTER DRIV EAS'T LEGEND I : : >>::j 0.17' OVERLAY COURSE -(ARHM GG) ™ PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 455 ' 453, 457 FLEMING'S EXIST. CURB & GUTTER EXIST. R/W JOIN 7' 45' EXIST. CURB & GUTTER EXIS T. R/W 400 r-T"ll--,1\-_._ FOR SAN MIGUEL DRIVE SLURRY SEAL SEE SHEET 1 C-4813 C 0 C 0 ~ "' 0 u 0 E Q. Ol "' "' '-0::, 0 ------ ..,, 0 -0 <D < t: ::, (/) .,, C: 0 >-0 ,: Q) > 0 0 Q) L <( ol! .,, C 0 'in C: 0 .c "' 0 LL (/) ,-... -0 <D 0:: / (/) r-w w r'= :;J- o, _!; L Q) Ql ,!; a, C ~ 0 ~------------------------------------~---------------------------------------10 REVIEWED: <( PLAN SHEET ;?-.,, Ql FASHION ISLAND AREA STREETS ] PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY { SENIOR CIVIL ENGINEER m 1------------------------------------------1~ DESIGNED: AC DRAWN AC CITY OF NEWPORT BEACH R-6017-S ~ ,__ ______ _,"' NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 21 :;;-PA 0307 12 ______________________________________________________________________________ .._ __________________________ ...._ _________________ .._. .......... ____________________________ _ EXIST. CURB & GUTTER EXIST. R/W EXIST. CURB & GUTTER EXIST. R/W END CONSTRUCTION STA. 77+ 76.64 NEWPORT CENTER DR IVE (EAST /WEST) CONSTRUCTION NOTES: 0 PROTECT IN PLACE 0 COLD MILL EXISTING PAVEMENT 2" DEEP G) CONSTRUCT 2" THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 @sAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" C.F.) AND GUTTER PER CNB SID-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. @) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (8" C.F.) AND GUTTER PER CNB SID-183-L, IN CLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB SID-51 1-L 0 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-11 1-L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SID-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "c• ON SHEET 2 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). @ SAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGA TE BASE PER CNB STD-1 40-L. @REM OVE EXISTING IMPROVEMENTS AND CONS TRUCT CURB ACCESS RAMP PER DETAI L "c" ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTHERS EXIST. CURB & GUTTER EXIST. R/W . . -v;______· -~- A =r·_ f --~- 900 48"SD(RCP) EXIST. CURB & GUTTER EXIST. R/W '¾, ~ o/ (~ ~o' . ~ -_.. '6> _---_ -'bo -s -·a --V . . . s 7 . . . . . . . . . . . - j EXISTING STA. 63+64.00 N WPORT CENTER DRIVE WEST = . . . . . . . I I I STA. 1 0+00.00 N ORT CENTER DRIVE ' ' ~ "' ---efV-~~ -_ -✓ ~ :, . CS) • r , ·1 (~ (2) --::---__-<~ • -• • /2 '" p · ,' • I 8 ¾" AC/4 ¾'.' AB . :, (S) (~; "'1 F(10 . . C) • -_ • .:.-~_ • . -_ -_ -_ •• • ,, ,,, ,-,-, . . ~ •.•. :: ,~,,.----------~ • . . . . . -,_,..,. ·11 '_ • \y , \_j \ . • . [/)-. . . _...., -~ ' =r 7 -_ ~ --s ='-= "=n~=== ==:n:SM::4-00:---n;;~=---==---~ . . . E E~- . . . . -' • ·10 8· \_,\ /. • -/ / ./ /. • • \ \ ' • . _C/)' / /I . \,' . • . ,=--'v/.l-'J--------4W. --~ ',/ ~-',/ • G 11--'---,';£,... IJ; 100 CAT EXISTING 15"S(VCP) \ EXIST. CURB & GUTTER EXIST. R/W c/ C) w-!f--l+-,-!AII --c·( w' 1, - I I EXISTING 12"W(ACP) ER OR \\JE. CA/V "'4-------llt I . . . -_ . NEWPORT CE . I NEWPORT CEN DR NTER IVE SEE SHEET7 I v? I EXISTING 42"SD(RCP) ---9--- 951 EL TORITO GR ILL ---9 ---9-- -------------- EXISTING 1 O"S(YCP) EXISTING 12"W(ACP) NEWPORT I'\ 5,409 SF 4 CENTER LEGEND ~ ]- CATV EXIST. CURB & GU TTER EXIST. R/W ... r . . , \· ----------~-3 - DR IVE WEST Ii : i i:I 0.1 7' OVERLAY COURSE -(ARHM GG) ™ PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 EXIST. CURB & GUTTER EXIST. R/W \ C-4813 C 0 C 0 ~ "' 0 u 0 E CL N n - N z:. a) 0 ---.. n 0 lJ C 0 >, 0 ,:: ~ 0 lJ C 0 u, C 0 .c "' 0 LL (/) r---0 <D er / (/) f-w w "' f--;;J- en C ~ (I) (I) C "ci> C _:;!. D ,----.-------,------------------------,,-----------,-----------.------------------------------tD <( NO. DATE DESCRIPTION OF REVISIONS RE\1EWIED: PLAN SHEET ~ lJ (l) FASHION ISLAND AREA STREETS ~ PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY ~ SENIOR Cl\1 L EN GINEER rn 1----------,-------t------------------------,----------17 DESIGNED: AC DRAWN AC CITY OF NEWPORT BEACH R-6017-S ~ t---------1 u, PUBLIC WORKS DEPARTMENT SHEET 6 OF 21 _?.-CHECKED: DA TE: PA 030712 ,._ __________________________________________________________________________ ..__...,_ ___ ___. ______________________ ...._ _______ ___. _______ ....., _______ _._ ____________________ _._ ______ __,,~ f,..., ./ 0 I, . . ' • STA. 10+00.00 NEWPORT CENTER DRIVE !;;- STA. 63+64.00 NEWPORT CENTER DRIVE WEST -:----.I: • . " .,,,--SEE SHEET 6 FOR NEWPORT CENTER DRIVE EAST /WEST ~IMPROVEMENTS. 8 ¾"AC/4 ¾"AB CONSTRUCTION NOTES: 0 PROTECT IN PLACE CD COLD MILL EXISTING PAVEMENT 2" DEEP EXIST. CURB~ ..... & GUTTER EXIST. R/W 0 CONSTRUCT 2" THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 @sAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" C.F.) AND GUTTER PER CNB STlD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. @) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (8" C.F.) AND GUTTER PER CNB STlD-183-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STlD-511-L (j) ADJUS T MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STlD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "c" ON SHEET 2 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). @sAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGATE BASE PER CNB STD-140-L. @REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTHERS ~ EXISTING 63"SD(RCP) I 1130 6 ¼"AC/5 ¾"AB ---~---'l 1140 E. LEGEND I [ ! j [ :: ::::U 0.17' OVERLAY COURSE -(ARHM GG) ™ PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 EXIST. CURB & GUTTER EXIST. R/W ---- ---0-:: --~~-"" ~-:..--::: fJ 10 (10) -:---- -· . . . C-4813 C 0 C 0 -Ul 0 u 0 N '-0::, 0 ....... ,...., 0 "' :. ,::, vi ..... -0 <O 0:: < t ::, (/) " C: 0 >-0 L (!) > 0 Ul -(!) (!) L ~ (11 0 (!) L <l'. ~ " C 0 ui C: 0 ..c Ul 0 lL (/) ..... -0 <!) 0:: / (/) r-w w g: (/) / "' .\; L (!) (!) .\; a, C ;';- 0 -------------------------------------~---------------------------------------10 NO. DATE DESCRIPTION OF REVISIONS REVIEWED: <l'. PLAN SHEET _'.:?.-" (!) FASHION ISLAND AREA STREETS ii PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY ~ SENIOR CIVIL ENGINEER m 1-------.---------------------------------~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ ,__ ______ _, Ul CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 7 OF 21 :;-PA 0307 12 ______________________________________________________________________________ .._ __________________________ ...._ ___________________________________________________ _ CONSTRUCTION NOTES: CD PROTECT IN PLACE 0 COLD MILL EXISllNG PAVEMENT 2" DEEP EXIST. CURB & GUTTER G) CONSTRUCT 2" THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. r,'I REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL v "B" ON SHEET 2 @ SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" C.F.) AND GUTTER PER CNB SllD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISllNG STREET SECTION AND REPLACEMENT OF FULL DEPTl--1 SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "C" CURB (8" C.F.) AND GUTTER PER CNB SllD-183-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISllNG STREET SECTION AND REPLACEMENT OF FULL DEPTl--1 SLOT PATCH (PATCH BACK), W=1' MIN. 0 REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L 0 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAIL "c" ON SHEET 2 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). @ SAWCUT AND REMOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGATE BASE PER CNB STD-140-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "c" ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTHERS TRAFFIC LOOPS \ \ \ 1 \TRAFFIC LOPS 3--J- NEWPORT EXIST. CURB & GUTTER EXIST. R/W LEGEND EXISTING 15"S(VCP) EXISTING 12"W(ACP) 7 Y.,"AC/3 ½"AB I:>< : :H 0.17' OVERLAY COURSE -(ARHM GG) ™ PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 C-4813 C D C D ~ "" D lJ D E o_ n n N '-OJ 0 "--n 0 -0 "' DC < L L " [ij 'tJ C D >-0 "i: Q) > 0 en ~ Q) Q) L ~ (/) D Q) L <( ,Id C D £ "' D u_ (/) r----0 "' DC / (/) f-w w DC f-:;;, o> C L Q) Q) C o> C ;:;', D ,----,-----,--------------------------.------------,-------------.-------------------------------10 NO. DATE DESCRIPllON OF REVISIONS REVIEWED: <( PLAN SHEET _::!.-" Q) FASHION ISLAND AREA STREETS ~ PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY { SENIOR CIVIL ENGINEER rn 1------r-----+-----------------------.-----------17 DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S E 1-----------1 ill CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 8 OF 21 .3-PA 03 07 12 ,._ __________________________________________________________________________ .._ ______ ...., ______________________ ...._ _______ ...., ___ ....;,__., ___ ..._....__._ ____________________ ..._ ______ __,_ TYPE I SLURRY SEAL DONE PER CO NTR ACT NO. 5087 ~- -.l SCALE: 0 0 T T ~ ~ 0 !!:) + U1 ':9. :::f z '...J l C) (Jl 0) '° 0 STA. 10+00.00 SANTA CRU Z DRIVE = STA. 21+1 5.46 NEWPORT CENTER DRIVE WEST ::z. 1 " = 40' T EX IST. CURB & GUTTER EX IST. R/W I EXIST. CURB & GUTTER \ \ ( 4) 1 D ~ )'I.\ ~ ~;-,,. \\ o. ---~-1---g---0---'r·-g ---->--g---0---l-0 +----0)-4--g---'s---g g g g \ ;;, \, I CENTER DRIVE CONSTRUCTION NOTES: 0 PROTECT IN PLACE @coLD MILL EXISTING PAVEMENT 2" DEEP Q) coNSTRUCT 2" TH ICK AC SURFACE COURSE OVER VAR IABLE THICKN ESS AC LEVELING COURSE WHERE NEEDED. ('7'I REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEP TH AC (DIG-OUT) PER DETAIL \::,J "B" ON SHEET 2 @sAWCUT AND RE MOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (8" C.F.) AND GUTTER PER CNB STD-182-L, INCLUDIN G REQU IRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "c" CURB (8" C.F.) AN D GUTTER PER CNB STD-183-L, INCLUDIN G REQU IRED SAWCUTTING AN D REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AN D REPLACE WITH NEW VALVE BOX AN D COVER TO GRADE PER CNB STD-51 1-L CD ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD -111-L ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® INSTALL TRUNCATED DOME (4'X3') AS MANUFACTURED BY WAUSAU TILE PER DETAI L "C " ON SHEET 2 @REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS). @ SAWCUT AND RE MOVE PAVEMENT, BASE AND SUBBASE. CONSTRUCT 8" THICK PCC OVER 6" AGGREGA TE BASE PER CNB STD-140-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAM P PER DETAIL "c" ON SHEET 2 @ TRAFFIC DETECTOR LOOPS TO BE FURNISHED AND INSTALLED BY OTH ERS @ REMOVE AN D RECONSTRUCT PARTI AL CROSS GUTTER PER CNB STD-185-L. TH IS WORK DON E PER C-4850. J ]-- SAN CLEMENTE DRIVE ffi 4-775 I 4721 EXIST. CURB & GUTTER EXIST. R/W EXIS T. CU RB & GUTTER EXIS T. R/W 4727 LEGEND ~. ••••••• •••••••• : ···• 1 0.17' OVERLAY COURSE -(ARHM GG) I DORCHESTER ROAD 4801 4807 4733 ffi m PROPOSED DIG-OUT PER DETAIL "B" ON SHEET 2 7 /2/12 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS EXISTING 8"S(VCP) EXISTING 16"W(ACP) EXIST. & GU T EXIST. R/W EXIST. CUR B & GU TTER C 0 C 0 -"' 0 0 0 E 0 ,..._ "1 0 "' .. ,:, vi ,..._ -0 '° < l::: :, U1 ,:, C 0 >-0 ,: Q) > 0 DORCHESTER ROAD FROM CAMEO HIGHLAND DR IVE TO GARRETT DRIVE WAS "' -Q) Q) L LATER SLURRY SEALE THRU CONTRACT NO. 5087. 4815 4821 EXIST. CURB & GUTTER EXIST. R/W 4833 4827 REVIEWED: C-4813 -(/) 0 Q) L <l'. ol! ,:, C 0 ui C 0 .c "' 0 LL (/) ,..._ -0 '° "' /' (/) r-w w g: (/) /' "' ,!; L Q) Q) ,!; a, C ~ 0 0 <l'. PLAN SHEET 3-,:, Q) FASHION ISLAND AREA STREETS ii PATRICK ARCINIEGA, RCE 70740 OVERLAY AND SLURRY ~ SEN IOR CIVIL ENGINEER m 1-------------------------------....... ----------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ ,__ ______ _,"' CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 9 OF 21 3-PA 0307 12 ______________________________________________________________________________ .._ __________________________ ...._ _________________ ......... ______________________________ _ 0 0 + (") NO ....... <( I- I-w Cl) W 00 WI z Cl) \, \ ' \ \ 32 24+00 - -- 4" SOLID WHITE (TYP.) -- -25+00 --_J w :r:W --- -- (.) Cl) ~ ~ LEGEND: t -TYPE I ARROW ~ -TYPE IV ARROW 1-TYPE VII ARROW t -TYPE VI ARROW fill -TO BE INSTALLED PER STD A24E 9 UfAA -TO BE INSTALLED PER STD A24E oolr -TO BE INSTALLED PER sTD A24E j~[ -TO BE INSTALLED PER STD A24E [M[ -TO BE INSTALLED PER STD A24E r -- INSTALL R81 & R81 A SIGNS ON NEW POST 32 goo' goo'_ goo' goo' _go_Q \ - 5' BL ------"'--~ ~ ,;. -~ ~ 27+00 ~ 0 - 5' BL sAN1A BOMBERO STREET I \ ' I ' ' I ' I ' ' \ - INSTALL R81 & R81 A SIGfJ S ON NEW POST 5'~L NE (BL) 9 9 ---=----- -------. 15+00 378' -16+00 418' 0 -. ---. --- 5' BL TYPE IV (L) BARBAR --1 / / / / / ------.-----------~------------- / / --/ -----/ -------------ie-1-00 -------------- ------------------ ----- / / / / / / / / / / / / INSTALL R81 SIGN ~ TRAFFIC SIGNAL PO[ ·~ ~ 39 4" SOLID f WHITE (TYP.) 4" SOLID WHITE (TYP.) 1 oo· MIN. DOUBLE YELLOW AT ALL INTERSECTIONS ~ss OTHERWISE SHOWN . i / / / TYPE IV (L) 4" SOLID--~ WHITE (TYP.) / / / / / / / / / / / GENERAL NOTES / 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTIER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.25 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VIERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVIEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 8, PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVIED BY THE CITY OF NEWPORT BEACH. 9. CONTRACTOR SHALL FURNISH AND INSTALL SIGNS AS DETAILED ON PLANS AND PER SPECIAL PROVISIONS. 10. REMOVIE ALL CONFLICTING STRIPING BY SANDB LASTING, REMOVIE ALL RPM'S. 11 . SIGNS SHALL BE STANDARD SIZE PER THE CALIFORNIA MUTCD UNLESS OTHERWISE SHOWN. RETROREFLECTIVE SHEETING SHALL BE, TYPE 4 OR GREA TIER. SIGN SHALL BE MADE OF ALUMINUM (,08 INCH THICKNESS). 12. NEW SIGN POSTS SHALL BE 14 GAUGE 2 INCH SQUARE (OD) UNISTRUT INSTALLED INTO A 12 GAUGE 2 1/4 INCH INUSTRUT (OD) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONRETE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USA LOCATION PRIOR TO INSTALLING SIGN. 13. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STIEEL. ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 14. SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT OF SEVEN FEET UNLESS OTHERWISE SHOWN ON PLANS. LOCATION OF SIGNS SHOWN ON PLANS IS APPROXIMATIE AND SHALL BE APPROVIED BY THE CITY PRIOR TO INSTALLATION. 5' BL r C-4813 C: 0 C: " -1/l " u " E c_ co I') N '--co z I') 0 -0 <D °' < L L :, (/] ,, C: " >. " L !l! 0 1/l -"' "' L -(/] " "' L <( <Id ,, C: " "iii C: 0 .c 1/l " LL (/] r---0 <D ,';,- ~ w w f': ;;- "' C: ·.::: "' "' C: "' C: !;!- Cl ,----.-------.------------------------,,-----------,-----------.------------------------------tCl REVIEWED: <( STRIPING PLAN ;?--,, "' FASHION ISLAND AREA STREETS _g STRIPING PLAN ANTONY BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TIRAFFIC ENGINEER CD t--------.-----+----------------------.--------~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ t---------1 1/l PUBLIC WORKS DEPARTMENT SHEET 11 OF 21 3-CHECKED: DATE: PA 03 07 12 NO. DATE DESCRIPTION OF REv1SIONS ___________________________________________________________________________ ..__ ..... __________________________ ...._ ____________ ....., ___________________________________ _ -OJ (/) ► 6 )> 0 z ----i )> I 12" SOLID WHITE (TYP.) 38 ~ • 11+00 50' 39 --- 210· 210· 92' -- --33+oo -... _ -"'· -"'· --... _ 9 5' BL N --. ---. -J, - 100' 0 --. -- TYPE IV (L) 5' BL TYPE IV (L) TYPE IV (R) = 12+00 ' 4" SOLID WHITE (TYP.) \ '.':,+ 00..,...... __.. • _.-\-__..-' I ' I ' I I ' TYPE IV (L) \ I 39A I INSTALL R81 & R81 A SIGN ON STREET LIGHT 4" SOLID WHITE (TYP.) 39A 38 TYPE IV (L) ~~SANTA ·-BARBARA OR\ VE. - 9 --!. 50' --50' ---o . 50' I I I 35+00 _J-_ -~o· TYPE IV (L) 15+00 ~ ~\ '0 ~~- 4" SOLID WHITE (TYP.) 50' 50' 16+00 277' ----+-- 50' 50' ... \\ o. -~--------+- ' i I ' I I 9 I st 150' 17+00 N 18+00 - N 150' I I SAN CLEMENTE DRIVE 4" SOLID WHITE (TYP.;) 50' 50' 19+00 230' j---------- 50' ~ 100' 20+00 230' --- 21+00 12" SOLID WHITE (TYP .) st 50' -N - N -~----------------------;;. TYPE VII TYPE VII 2 I ' ' ' ' ' ' I ' I ' I : ' 0 : : f; w· 1: !'if> _J_.:_: J.-1--11 ~ . .t---r1 a::: ' 0 \ I ' I oo j.' N --------:::J 10:: ·o 01 ':;'.+ (0 ' <( -I 1- Z ~\ ~ ' I ' I C-4813 C: 0 C: " -1/l " u " E Q_ Ol I') - N '-. CX) z I') 0 "' ;: -c:, ui ..... -0 (0 °' < L L :, (/] -c:, C: " L !l! 0 1/l -"' "' L -(/] " "' L <( <Id -c:, C: " 1ii C: 0 .c 1/l " u. (/] ..... -0 <D .'?-~ w w f': '.::J-O'> C: ·.::: "' "' C: "' C: _';J-o ,---,-----,----------------------r---------r---------,----------------------------to REVIEWED: <( STRIPING PLAN ;?--" "' FASHION ISLAND AREA STREETS _g ANTONY BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TRAFFIC ENGINEER rn t-------r------+---------------------,--------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ STRIPING PLAN t---------1 1/l NO. DATE DESCRIPTION OF RE~SIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 12 OF 21 3-PA 03 07 12 _________________________________________________________________________________________________ ....., _______ ....., ___________________________________ __. \- Cf) 1.1.1 $ '1011 ' I 1, ' 1®'1 , I I ' ' I I I I ' ' I I I I I I I I I \ INSTALL R81 & R81B ON STREET LIGHT POLE 11 Q' i ', ~- ' ' 1.1.1 9 ~ L----;;=;;=tt~:;;;~~~F=~;;c,~i-:\:, t==t~~t::~5~• B:Lt=-------@J_ 0 , TYPE IV (R) 1-----.;....a_...._....,.._c..-__ T_Y_PE_IV---'-(R-")-~ __ ~__ 270' ! ~ TYPE I --I--¼--N TYPE I +-~ -------- ~ 170' 0::: ~-TYPE_ IV (L) _ ;" 12+0t'-' w ' N +-170' ♦ 11+00 50' I-! - - : - 1 o· 50' ZI W' ol ,J..1----")'f'' I- er "' Q I ~ Q. I 8 i J I 2 - 5' BL 4" WHITE, TYP . 39 j ----------+---1> --------- TYPE IV (L) 368' ---- - -- ----- - ----360: - - - --- 9 TYPE IV (L) 14+00 15+oo 210· So• ' BL ----------- 4" WHITE, TYP. TYPE IV (L) 76-+-o --------f---_ 0 --------------j..__ - ' -------1 --------------- ' I ' I ' TYPE IV (L) ' ' ' \ \ \ \ \ \ \ \ \ \ \ \ 4" WHITE, TYP . -----~::_ INSTALL R81 SIGN -:>=;.,,---ON NEW POLE C-4813 C: 0 C: 0 -1/l 0 u 0 E CL N st - -0 <O "' < L L ::, (/] ,, C: 0 >. 0 -.::: !l! 0 1/l -"' "' L -(/] 0 "' L <{ <'d ,, C: 0 ui C: 0 _c: 1/l 0 LL (/] r----0 <O ,';,- ~ w w f': '.;:), "' C: ·.::: "' "' C: "' C: _';J-o .----r------.-----------------------.----------,---------,------------------------------10 REVIEWED: <{ STRIPING PLAN ;;-,, "' FASHION ISLAND AREA STREETS _g STRIPING PLAN ANTONY BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TRAFFIC ENGINEER rn t-------.-----+---------------------r----------t~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ t----------1 1/l PUBLIC WORKS DEPARTMENT SHEET 13 OF 21 3-NO. DATE DESCRIPTION OF RE~SIONS CHECKED: DATE: PA 03 07 12 12' SOLID 'JHITE CTYP,l 34' 32 N1coLAs <'1 ~ ;,. ~ ~ --= ~ --= =--~ 1'l ------=-J DRIVE <'1 "- TYPE: IV (L>J TYPE: IV (R) ' ~ "' "' 38 29 TYPE IV (U J ,:,-., -, ~ TYPE IV CR>' ,:,-., 0 -, ..,. = ---= 12' SOLID 'JHITE CTYP,l w ::::, z w > <( 0 0 <( 0 0 > <( C-4813 C: 0 C: " -Ill " u " N .:::::.. CX) z I') 0 O'> ;: -□ vi r----0 <D "' < L L :, U1 -□ C: " L ~ 0 Ill -" " L -U1 " " L <( <'d -□ C: " "iii C: 0 .c Ill " LL U1 r----0 <D ~ ~ w w ~ ;:J- O'> C: ·.::: " " C: O'> C: ~ Cl ,---,-----,----------------------r---------r---------,----------------------------tCl <( STRIPING PLAN ~ -□ REVIEWED: " FASHION ISLAND AREA STREETS _g ANTONY BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TRAFFIC ENGINEER m t-------r------+----------------------,--------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ t---------1 Ill STRIPING PLAN NO. DATE DESCRIPTION OF RE~SIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 14 OF 21 ;!-PA 03 07 12 -------------------------------------------------------------------------------------------------------------------------------------------------- 39A 9 38 7' BL -..... !!I • _19p_ ----------------------:~ 50' w > TYPE IV (L) a, ~l I ' I ' ' I ' 0::: <D ' w LO 4-------------, I-I 12" SOLi O _ __, Z 1' WHITE (TYP.) w ' 1 o· o I e; ,_ f1 I er I 1 , 0 1 / a. J, I ~ J' 2 / / ' I ' ' I 50' -- 1 --- - 160' 29 4" WHITE, TYP. 50' ;;--- 11+00 "' - 50' N - - --- ---- 12+00 -- -- 4" WHITE, TYP. 176' 13+00 176' 4" WHITE, TYP. 50' 50' 216' 303' --~0_0 -----------342' 15+00 -- 5a 5a --- -;;----.-------.--206' - .--t-----------------------t--' , ___ , _____ _ 4" WHITE, YP. 9 4" WHITE, TYP. 4" WHITE, TYP. ~A-~-ACAPA DRIVE --- DRIVE 9 16+00 77+oo 50' 38 50' 1B+oo I - g I + 0, - I / \ i C-4813 C 0 C 0 -(/) 0 u 0 E Q_ <O st .. - N '-. CX) z I') 0 -0 <D °' < L L :, (/] ,:, C 0 >. 0 L !l! 0 (/) -Q) Q) L -(/] 0 Q) L <( <Id ,:, I: 0 'iii C 0 .c (/) 0 LL (/] " -0 <D _';,- ~ w w f': '.;:)- "' C -.::: Q) Q) C "' C _';J-o ,---,-----,----------------------r---------r---------,----------------------------10 STRIPING PLAN NO. DATE DESCRIPTION OF RE~SIONS REVIEWED: <( STRIPING PLAN ;?--,:, Q) FASHION ISLAND AREA STREETS _g ANTONY BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TRAFFIC ENGINEER rn t------r-----+--------------------,-------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ t---------1 (/) CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 15 OF 21 3-PA 03 07 12 -------------------------------------------------------------------------------------------------------------------------------------------------- \ ~ \..'-- \ '\-<~-~- 0 '\:_,,---· ~,,,\, 'b ~ ),,-"" .-p ~ ~ \ 4" WHITE, TYP. 12" SOLID WHITE (TYP.) ---------- - ;-2+00 --- TYPE IV (L) -- -- TYPE IV (R) I ---13+00 14+0[) ------------------------------ TYPE IV (R) 4" WHITE, TYP. TYPE IV (R) STRIPING PLAN I --IB+oo---------------- ---1a+oo 720' ---------- ) 9 9 12" SDLID WHITE (TYP.) 4" SOLID WHITE (TYP.) 19+00 22 4'$0LI WHITE (':'.::-TY-;;;-P_.-1 I ' I ' \ 50' 50' \ 20+00 525' B93' -~-_j__'.:--\-· - __ ,_. ---\ '---. -- ~ ~ 9 ------J (/) ~ 22 :t ft\ m~ :..-\ y' ~. .$>°' C: 0 C: 0 -1/l 0 u 0 E a. " "" - N ~ co ~ ...., 0 0-, ;: "O vi " "O C: 0 >. 0 .::: !l! 0 1/l -"' "' L -en 0 "' L <{ <'d "O C: 0 1ii C: 0 ..c: 1/l 0 LL (J) " -0 <D ,';,- ~ w w f': '.::), 0-, C: ·.::: "' "' C: 0-, C: C-4813 ~ ,------,.----~-------------------..--------~--------..-----------------------------10 NO. DATE DESCRIPTION OF RE~SIONS REVIEWED: <{ STRIPING PLAN ;?--" "' FASHION ISLAND AREA STREETS _g ANTON Y BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TRAFFIC ENGINEER rn 1-----..-------+-----------------------r---------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ 1---------1 1/l CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 16 OF 21 3-PA 03 07 12 _________________________________________________________________ ....... _____ ...._ __________________________ ...._ __________________________________ ___. I 5' BIKE LANE 5' BIKE LANE 4" SOLID WHITE (TYP.) c____ 4" WHITE, TYP. TYPE IV (R) REMOVE R3-7R SIGN & POST INSTALL R81 & R81B ON NEW POST W/OUT RPM'S ~------1378 - --......___ .........__ ------!_~i!.?___ ----; -= ---------------------------------- ------;::! ------ INSTALL. RB1 & R81A ON NEW POST ~'\~ ?0 ----------------y7+00_""" - --------------·:--------1!t~~----- ---------------15+00--------15·+00 -------------- ------t---------------t-------. ---......: _________ ~-----..::-----.. ~ ------- -----e:: "' --~ .,_ ---------------------- 5' BIKE LANE I 38 39 C \NT ER\ INSTALL R4-4 SIGN ON EXISTING POST 9 --- \ OR\ VE\ INSTALL R81 & R81A ON NEW POST--, 4" SOLID WH ITE (TYP.) \~~ ~\ ~ ------ RELOCATE NPA SIGN TO NEW POST AND REMOVE EXISTING POST -(0 -----"' --- TYPE IV (R) CENTER DRIVE 5' BIKE LANE 4" WHITE, TYP. so• - I I I I I I I I I I 4 " WHm £, TYp_ r,., I I , I I I I I Ii I I ~ 5' BIKE LANE I I I ' I ' I ' I ' I 5' BIKE LANE 4" WHITE, TYP. C-4813 C: 0 C: " -Ill " u " E Q_ co st - N '-. co z I') 0 ,:, C: " L ~ 0 Ill -Q) Q) L -en " Q) L <( <'d ,:, C: " 1ii C: 0 _c Ill " u. en ,.__ -0 <D ,';5- ~ w w f': ;;, "' C: ·.::: Q) Q) C: "' C: _';!- Cl .----r------.-----------------------.----------,---------,------------------------------10 STRIPING PLAN NO. DATE DESCRIPTION OF RE~SIONS REVIEWED: <( STRIPING PLAN ;?--,:, Q) FASHION ISLAND AREA STREETS _g ANTONY BRINE, RCE 45521 OVERLAY AND SLURRY ? CITY TRAFFIC ENGINEER CD 1-------.-----+---------------------r----------t~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6017-S ~ t----------1 Ill PUBLIC WORKS DEPARTMENT SHEET 17 OF 21 3-CHECKED: DATE: PA 03 07 12 sAtCf" ~ o~lc;"'""' " \ i ~ >~_\; ~-\~ ~ \~~~OO:~ff;:~i7: E5;ITiis 8 TTJJ'iJN""Gs=rR=I-P-I EISIGN DETAIL "B" TYPE IV(L T)(t'M TYP NEWPORT CENTER DRIVE WEST SIGN DETAIL "B"IE 20' RED CURB(Rf' jJ -EXISTING CURB~ & GUTTER WHITE -1</'l\ ~ ~ m<1>. ~ <fl ~·. ~. ~ -~ -l __;, \__; \ ~ -./ ;:i 12" NG ,-.,_.. -;,//TYP WHITE X WALK \ TYPE ~ (38) 40 • / IV(RT) -./ 6" WHITE(PM 9 E IR2-1 (35) SEE DETAIL "A" FOR TYPICAL PARKING SPACE m ~ 1-rE. R3-7(RT) -- 40'RED CURB~ ---R/W LAYOUT EXISTING CURB 22 ~ i1:\fE IV(LT)(PM EXISTING RAISED MEDIAN \ ® ,0\-oo ~7IE ;'.}'i::;;,\--.:::-:__i E R4-7 TYPE IV(LT) .PM • ' • • 14' ' L .1. 14' .1\ 1. 12' ., : -::f'"""" -• ---= ,_ ' . -• 50' i'/P 12' 14' , . ----_,__ __ --Lb 14' f 12· ~100 I J . 1~-(B') . -___ (20') 14' 14• }..±_+oo L50' i'/P 1 -------~ - 12· 12' -- ~ -14' f' 'II" T 'If' '1'14',,---, . ----= r .,.. /I_ .. ,. R/W- 115'(38 EISIGN DETAIL "B" EI OCTA BUS STOP EX I ST! NG CURB & GUTTER SIGN DETAIL "B"I E , . ? , . \ ~ ~ . \ @4' • /4' --12' • E SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT \--1\ :RC)4'. 'f~ ..--.. ..--.. ..--.. ~ .. .. . .. EIW3-3 SIGN DETAIL "B'' EXISTING RAISED MEDIAN ----------- ·~ -------50 ------~ ~ 8~,-~ JI.__ ~~b. ~Q'..d,.. R1-1IE7 ~VJ EXISTING PROPOSED RED CURB TYP AS SHOWN ON PLAN E ISIGN DETAIL "B" ...__ --- SNS(2) --- ' SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT 6" WHITE,PM ?R2-1(35) SIGN DETAIL ...._ • ~/2 It.,_ ...._ ...._ . ' '.J~ ' '-':>, ' "B" EIOCTA BUS STOP EXISTING CURB & GUTTER DETAIL "A" TYPICAL PARKING SPACE LAYOUT L 20' 7 r4'-7'(AS SHOWN ON PLAN) 20• .J L 20' .J.. 4" WHITE(PM: TYP 20 I .J L 18' , MIN. 6" WHITE(PM TYP X-WALK 50' DETAIL 12" WHITE---.,.....lJ I UNLESS "-lr---..1 0 NOTED OTHERWISE 10' ~ -C '] ~2/~1 2 21 '\ \ '- PMillEE lYTYP RL)R28(CA)(<-) Vw ~ '-~<I' '-/ "' -3.,, , -..... ~ 9 L:,,/2 • PM)12" WHITE X-WALK • TYP EXISTING CURB & GUTTER GENERAL NOTES: 1 . 2. 3 . 4. 5. 6. 7. 8. 9. 10. 11 . SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.25 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. CONTRACTOR SHALL REPAINT CURB RED AND GREEN ALONG THE SEGMENTS OF NEWPORT CENTER DRIVE SHOWN ON THE PLANS AND SHALL STENCIL THE APPLICABLE TIME LIMITS ON THE PAINTED GREEN CURB. THE QUANTITY OF REPAINTED CURB IS APPROXIMATELY 4,470 LINEAR FEET ALONG NEWPORT CENTER DRIVE. LEGEND AND CONSTRUCTION NOTES: @ DJ 0 EXISTING TO REMAIN. PAINT TEMPORARY PAVEMENT MARKING AS NOTED AND CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. PARKING SPACE MARKINGS, RED CURB AND SIGN IMPROVEMENTS (EXCEPT THE RELOCATION OF R3-7(RT) SIGN FROM STA 52+68 TO 53+64) ON THE NORTH SIDE OF NEWPORT CENTER DRIVE FROM APPROXIMATELY STA 49+05 TO 53+60 SHALL NOT BE COMPLETED UNTIL PEDESTRIAN FENCE IS INSTALLED IN THE MEDIAN ON NEWPORT CENTER DRIVE. EXISTING SIGNS SHALL BE LEFT IN PLACE UNTIL PEDESTRIAN FENCE IS COMPLETED. @ @) ~ ,..--6~ REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. FURNISH AND INSTALL SIGN(S) AND POST(S) (IF APPLICABLE) RELOCATE EXISTING SIGN(S) TO NEW POST(S) (IF APPLICABLE) AS NOTED. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. ,,...~,;,.: ® (l) THERMOPLASTIC CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. @ THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. @ PAINT CURB RED ® SIGNALIZED INTERSECTION ~ PROPOSED SIGN (ONE POST) J-EXISTING SIGN (ONE POST) ~ PROPOSED SIGN (TWO POSTS) p EXISTING SIGN (ON STREET LIGHT) 12' PROPOSED LANE DIMENSION (12') EXISTING LANE DIMENSION ~-EXISTING PAINTED CURB ~ PROPOSED PAINTED CURB ...__ E IR28(CA)( <->) --- DETAIL '--1.;,, ...._ -" ---~---' 9 J ---• ---"'i::t-... ....___ ' ,., • RC)352' ...._ ...._ "B'' 6 .. 'PM' WHITE R28(CA)(->)I E "EX IT ONLY-DO NOTI E ENTER" SIGN ,_ . R1-11 E. R6-2(RT)W ' R3-7(RT)!El' PM)TYPE IV(RT TYP PM)TYPE ··\-· /J · TYP EXISTING RAISED MEDIAN ' '- '- ~- """ ' " ,,, ""~ ~ , " " lJHOUR PARKING R28(CA)(<->)I E 8AM106PM MONTHRuFRI R32(CA) DETAIL ~MINUTE PARKING 7AM106PM R32(CA) "c'' DETAIL lJHOUR PARKING 8AM-6PM EXCEPT SAl\JRDAY SUNDAY & HDUDAYS • • "D" R32(CA)( <->) 190 '(38 '-, 195 '(38 '-~ .\. EXISTING CURB & GUTTER \ R3-7(RT)IE PM)12" WHITE X-WALK TYP E EISIGN DETAIL "B" SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT EISIGN DETAIL "B" STRIPING BY '- .PM'TYPE rM16" WH!._, & GUTTER pTHERS ' / / "'a =1)~ ~ ~ ~ ·1 / / /EXISTING CURB l:::J / !STING RAJ IAN & GUTTER -w z u :. -, 12" WHITE X-WALK(PM TYP • TYPE IV ( RT "PM E 0 0 " ~ ~ 5" WHITE(PM, •N ./ • -:::::. 8 -..... "' 0 "' " u \~ ~ \ ~\ ' ~ ,i:4l~ .,. \ ~~J 'J: .. ~-<". ~'(:; s~t'(;;~ "~ 0 0 I 0 (L I ~&~~~s~ " Ol a, " ,..- 0 (L / > 0 ,..-3' (L "' C I> ANGLE POINT I I I I I C-4813 I~ 40 40 I 1t----1 I SCALE: 1 "=40' ~ CASEY MURDIE No. 71234 PLAN PREPARED BY: PLANNINC:i ■ DESIGN ■ CONSTRUCTION ■ ■ ■ CD N 5 U LTI NG 949.472.3505 Cc;;_Y~~IE~ 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 FAX 949.472.8122 ■ www.RBF.com DATE: 03fJIZL12 REVISIONS NO. INIT1AL DESCRIPTION IIA1E APPROVAL RECOMMENDED FASHION ISLAND AREA STREETS OVERlAY & SLURRY APPD 0 <( u / " a, a, " 0 1---+--+----------------------;---+-----1 ANTHONY BRINE, CITY ENGINEER RCE No. 45521 SIGNING AND STRIPING PLAN NEWPORT CENTER DRIVE STA 8+92A2 TO STA 22+50.00 ~ 0 ~ / DATE o +' DESIGNEDJGM/JP DRAWN JP/ADS CITY OF NEWPORT BEACH R-6017-S i CHECKED CGM DATE03/07 /1; PUBLIC WORKS DEPARlMENT SHEET 18 OF 21 -; NEWPORT CENTER DRIVE EAST EISIGN DETAIL "B" EIR2-1(35) I EISIGN DETAIL "B" PM'TYPE IV(LT ---- ..,_,'II • • ~ • • ~ ~ -- "JI"__. ~ ~\ • • -~ ~ .. \4 ~ --- cJ>.9:. 60' ,i' -"I' -RANS-:---;- -24+00 \ '.! 1 _ • \4 ~~ (I)_~ --~~ ~, • • ~(. eJ: ~~~4' • ;,,Ji. "JI" ' --- .> ~ a> "" ---- T ' ' -- ' ' T ' ,, -----r -----~SIGN DETAIL "B" - <8' ''6 -~ I ~ SEE DETAIL "A" EIOCTA BUS STOP FOR TYPICAL PARKING SPACE LiYOUT SIGNING AND STRIPING NOTES: 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES AND DETAILS SEE SHEET 18. SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT -.r------- • • ~ J. '-14 I .J -12' - 14' -25+00 (20 ') -12' -14' - ' . T " .. 14' .,.. SIGN DETAIL "B" E IR2-1(35)I • • • ~ "'"' •• T •• EXISTING RAISED MEDIAN ~ • • • 26+00 ~ • Pt.f6 " WHITE 9 I 24 ' --- 21+00 ---- EIOCTA BUS STOP - -=; EXISTING CURB ~oo=, --.. - ' --fr/ / w...______ -----14 • ~~ ~-ifi - R1-11 E ~t:,v Tf:!i 1' ;"'/--.._ ---'" t,/~ TYP-..._______ -11-2 6-7p 5' IV(RT),PM 9 "PED XING" l'M)@ 55' SPACING TYP --R/W PM'S" WHITE -!""' ,;,;.;,-:,~ "~-...,1,... -----12 • ~4 ' -I ~ ~ E IR3-7(RT, q:9SIGN DETAIL "D" c~-- (?!-I YELLOW DIAGONALS @ 35' SPACING/ TYP IE7s1GN DETAIL "B" E IW11-2 SIGN DETAIL "D" ,'A ·~ ~ • " ~- 40 20 0 40 SCALE: 1 "=40' 80 120 I I I PM]TYPE IV(LT TYP - EXISTING CURB le GUTTER E 1w11-2 W16-7p FUTURE IMPROVEMENTS BY OTHERS // // I/ // --.. R26(CA)IE Ft.t'8" WHITE ~ 6 " WH !TE DIAGONALS PM)@ 10' SPACING g ::,,... ~ ---,=~ TTP ~~1~ "EXIT ONLY" SIGNc"' R1-1 E , !_JDETAIL 27 SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT ' "PED XING" @ 55' SPACING(PM yp '- '- R5-1 ~ R5-1 E R5-1a ' 9 ' R6-1(RT)I E TYPE N-1(CA) R26(CA)I E ~ ' ' 135 ·(Re, ~'\ PM)6" WHITE, SIGN DETAIL I :, I I ' , SEE DETAIL "A"/ ~/ FOR TYPICAL f?/ PARKING SPACE ~/ 60'~ LAYOUT / , / R26(S)(CA)@ / 10 \ ~ R3-7(RT)(RL";L \ §TYPE IV(RT PM'TYPE ~- EXISTING CURB le GUTTER "8" I I I I I, EIOCTA BUS STOP ;TING RAISED AN EX I ST! NG CURB \ / le GUTTER \ \ WHITE,PM ......, ~SIGN DETAIL "B" SEE DETAIL "A" FOR TYPICAL PARKING SPAC LAYOUT Jt' --· --?,.~ -... ~<;;.<;;,~ ':,~<;;, ':,~ .. _J _J ~ w z u ::::e --, E ~ N -- N ---.... ,.._ D --.... I') D "' ;, ti N D 0 I 0 0.. I ,.._ "' "' ,.._ ----0 0.. / > 0 / ~ " C PLAN PREPARED BY: APPROVAL RECOMMENDED FASHION ISLAND AREA STREETS OVERLAY & SLURRY , , , . . C-4813 I~ CASEY MURDIE lo, 71234 E,p. 06-30- PLANNINlai ■ DEl:lllaiN ■ l:l□Nl:ITR.Ul:lTl□ N ■ ■ ■ CD NS U LTI NG "49.472~505 C~Y7□1E~ 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 FAX 949.472.8122 ■ www.RBF.com DATE: 03/07 /12 REVISIONS NO. INlllN. DESCRIPTION DATE APPD <( u / ,.._ 0) "' ,.._ 0 t---+----i--------------------+----+----1 ANTHONY BRINE, CITY ENGINEER SIGNING AND STRIPING PLAN NEWPORT CENTER DRIVE STA 22+50.00 TO STA 35+00.00 -0 RCE No, 45521 -= ~ DESIGNEDJGM/JP DRAWN JP/ADS CITY OF NEWPORT BEACH R-6017-S i CHECKED CGM DATE03/07/12 PUBLIC WORKS DEPARTMENT SHEET19 OF 21 -;; EXISTING RAISED MEDIAN ~SIGN DETAIL "C" SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT " .PM1TYP R 1 -1 IE 1-+-oi I SAN NICOLAS DRIVE ~/~j~ m N • : JOIN EXISTING N ~ co ,,, STRIPING ;;; ~ ,1 ~ ~~~WHITE X-WALK PM ~ (38)40' SCALE: 1" =40' ~ 0 s~o~'"~ s~-t~~,,...~' \ ~ ' TYPE IV(RT; 'PM E ISIGN DETAIL "8" EXISTING CURB [I]s1GN DETAIL "c" 6" WHITE,PM 9 EISIGN DETAIL iElR3-7(RT) EXISTING SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT 6" WHITE • I ~ &: GUTTER EXISTING CURB &: GUTTER 1 \\ \ ~-. \\ STRIPING BY \ i ..., , · OTHERS SEE DETAIL "A" FOR TYPICAL PARKING SPACE ElR2-1 (35) LAYOUT :. 1 /'ti -, ,- PM) 12"WHITE X-W TYP YPE IV(L ~I~~ ~ ..,,. C ~ 'i<' ~ ~ ~' ?e • IV(LJ EIR4-7 TYPE IV(RT 28(CA)(<->) .3-7(RT) 2" WHITE X-WALK '¼-~A."' yp EIR3-7(RT) ---6il)-130' =i~---_ --y -~~, ... .I ),\"'-""' -38)40' 60'TRANS,. 12' ----14' _____-,-35+ 00 e' - 14' ----12· • • r • 14' "' r -- 9 ~ XISTING CURB CTA BUS STOP SIGN DETAIL "8" ~ TE X-WAL STRIPING\BY OTHERS TYPE IV(L T)(PM TYP R/'tl- ...... n W : 34' • • ·~ t, • 14• •. u I ""~ 50 FLARE; 12 --14' 39+00 (20' )--+ -'· ~ 14' - --14' 40+0□ {8') ~"% 12' - 14' ~ ""'" -12· .... = • , • r • .... 14 'I T 41+00 , r .1'~ = 50' (TYP)- ~ • • • • 1 _\.--7~-• --/W -, ., --~@1~~--~--~~~w srGN DETAIL "s"[I] ; ~R1-1 J I , -\ 7 GN DETAIL "D" "STOP AHEAD" @ 55' SPACING(PM W3-1 TYP E IR2-1 (35) TYPE IV(L Tl{pij TYP SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT l"STOP" (PM TYP NEWPORT CENTER DRIVE EAST NEWPORT CENTER DRIVE EAST RAISED MEDIAN SIGN DETAIL "D"(->)I E I ,29 EISIGN DETAIL "8" PM)1 I I I-.L Y t I'\ I J ~ 'to ~ OCTA BUS STOP/ ~IW---------_:_ _ (g) j R2-1 (.35 so· I ·-----=---~ -=--. . EISNS 1 'Cl TYP I L ~50'(TYP) V r~~r:1 14' R4-7 -12' 42+0 J ~ I -,, ~- -• fl,./>-Rt" ----I ---------50 34• • 14' ~ Wf-7 TYPE N(CA) 6"WHITE ~ 12"WHITE X-WALK(PM TYP • PMl6"WHITE , R28(CA)( <-> )~ SIGN DETAIL "s"(IS' I -43+oo 14 ' --------- Typ - /4. ----L 44:+ ;.'.:'.O'.uO -. . - _ -----.:._:, _ -----(20 '>-_ --- - T , r T , . 20· RED CURVI i40· E ISIGN DETAIL "8" RED~, ,n.,;::U SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT --14' --- T 12' ---, r " ~28(CA)(<~ @R.3-7(RT) / pu'TYPE IV(RT ,-C r-• ,::: I\,{, .> - "" \\ ~ j 12" PM)TYP WH !TE X WALK ~ / \ I \ 150'(38 ~200' EXISTING CURB &: GUTTER fwTYPE IV(LT ·~ VAR --, ---4. 8 '""' 0· it .,,. ...., ~~ (1,)0 wid ~llJ -..J!J./ ~Ii .~ ~ -~ -~a ~ ~~ -~ ,,. ) I;: '½ _I§' ra,,~ TYPE IV(RT) TYP ~ E IR.3-7(RT}I \\ RL)R28( CA) ( <->) r--------------72 .PM' TYPE .'b ~!{,_ ~· ~ r1- L'v, It.. ,-... 4"WHITE PM,TYP I ~~c~ ,.,~ D""'lv~ ---._---._ I ~10' - :::::::, , £LARE- 12" WHITE X-WA -TYP --------------R/w -STA 10+8.3· JOIN EXISTING~ STRIPING STRIPING BY OTHERS ·- \~ RL R.3-7(RT) \~ 1} J ,\ \ ~ i1w----1-W \ .,, --' --- =---} 'to -- ,wJ~~g ,• --- r T , r r T EXISTING CURB &: GUTTER I ~SIGN DETAIL "8" OCTA BUS STOP \ \ '\ SEE DETAIL "A" FOR TYPICAL P/\RKING SPACE SIGNING AND STRIPING NOTES: 40 20 0 40 80 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES AND DETAILS SEE SHEET 18. SCALE: 1 "=40' I ~SIGN DETAIL "8" ~R.3-7(RT) v 'fl IE IW11-2 ,,, IO RS)R28(CA)( <->) < Z I I ~4 ~~•- RC)55' >- , -, 14 I_, L 12' 14' 53+00 (20'} 14' 12' 14' ~ RC)4' • • RC)4' R/W- • 52+00 SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT EXISTING CURB &: GUTTER RS)R28( CA)(<->) RC)4' IS)SIGN DETAIL "8" (!Q4' -fl./~-- C--4 • --I<\,)~ RC)4 '' •• • •• •• • ---• -------51+00 _-_.-I------ 14' ---12' ---... '4 1 • ' -R/W-,-;--,---- 16" WHI~E(PM \ -it \ -R/'tl-- 6 " WHITE,PM: 9 EXISTING IR41(CA) \ E "DO NOT CROSS E ISIGN DETAIL "8" SEE DETAIL "A" HERE USE CR~SSWALK" SIGN -- //~ O~r 25 ·.,..x;," ll,'o,/:,0 ~R4- PM'TYPE I ,, \'« ,, ,, "STOP AHEAD" · @ 55'SPACING(PM W3-1 TYP ~SIGN DETAIL "D"(<-) 6" WHITE(§ 12" WHITE X-WALK(ri.i' TYP • \\.--\----::----R26(S) (CA) ( <->) 4"WHITE --~ .. t ,-r- a,~,::: ~-~' ,... ""· ..., I ~ ../ ..., I TYP ,PM. 'U ,,...,.-~// .--c_v / R3-7(RT)RL ~IV(RT • (TYP) . ~ '"--\ \\ \ ~~~\ ~\G\)~\,Q STA 1D+93 JOIN EXISTING STRIPING TYPE IV(LT)(PM TYP • STRIPING BY OTHERS ~40' RS)SIGN DETAIL "D" s~ SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT _J _J ~ w z u :::;; --, E 0 ~ N -- N ---.... r---0 --.... ,,, 0 "' 3' -c, ,,, 0 0 I 0 IL I r---0, 0, r---,.,. 0 IL ,.,. > -0 ,.,. 8: Cl) C RAISED MEDIAN I \ FOR TYPICAL PARKING SPACE LAYOUT , , , • • C-4813 I~ PLAN PREPARED BY: APPROVAL RECOMMENDED FASHION ISLAND AREA STREETS OVERLAY & SLURRY 120 I CASEY MURDIE lo. 71234 E,p. 06-30- PLANNINlai ■ ■ ■ ■ CD NS U LTI NG 949.472.3505 C~{iliri1E~ DEl:lllaiN ■ l:l□Nl:ITR.Ul:lTl□ N 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 FAX 949.472.8122 ■ www.RBF.com DATE: 0.3/07 /12 REVISIONS NO. I INll1N.. DESCRIPTION llAlE APPD < u ,.,. r---0) 0, r---0 t---+----i--------------------+----+----1 ANTHONY BRINE, CITY ENGINEER SIGNING AND STRIPING PLAN NEWPORT CENTER DRIVE STA 35+00.00 TO STA 57+00.00 -0 RCE No. 45521 -= ~ DESIGNEDJGM/JP DRAWN JP/ADS CITY OF NEWPORT BEACH R-6017-S f CHECKED CGM DATE03/07/12 PUBLIC WORKS DEPARTMENT SHEET20 OF 21 -;; I,.. & ~,· ~~ ff~ ~~ JPI ~ /It.~~ OJS ~'· SEE DETAIL ''A" FOR TYPICAL PARKING SPACE EXISTING CURB lie GUTTER SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT !ElocTA Bus STOP TYPE IV(LT)(PM TYP · El 11 1 / ii p II ,, I -I -II I I ! fi' EXISTING RAISED MEDIAN -----Fi'/w~ FLARE: ;11;1 ~ ~ ,....,.,, .... ..-----.. '°/NI N ~ ~ ~ ~ ~ ~ EISNS R73-2(CA)(MOD)(2) 64+oo -, ® NEWPORT CENTER DRIVE WEST EXISTING RAISED MEDIAN 12" WHITE X-WALK~ TYP '.®200· EXISTING CURB lie GUTTER TYPE IV(L T)1 ITYP TYPE IV TYP SIGN DETAIL "B"(IS R3-7 ( RT )CRL ,,_a. - ' ' \,<', \~ RC)67' -~ ,i./'11..->-, • RC)4' - ~TOURIST INFO(<-) RSlR26(S)(CA) OCTA BUS STOPIE SEE DETAIL "A" FOR TYPICAL \ I / PARKING SPACE / LAYOUT SIGN DETAIL "B"~ / / ' PM~ .._, y .,,:;,r •\V. / ' / ,~ 20 ' RED CURB (RP) ,,, 11 ' RED CURB (Rp) ,,, ( / ~2 ' Q4' 'r✓ ~LJ~ / .,.. -/4 ✓\ • ,'l-/ .,,. / / ,,.,,.d',,.,,. IA .,,. 1 / / .,,. / ~ - -~ .~~ -~ -~ ,~ \TYPE IV(RT)(PM ~-7(R.:ri T (38)175' O' TRANS. -- -~ .,, / .,, 't. 14' 50' Typ 12' ---- 14' 12' I/ . .--;..,, .,,. 6~+00 6~ ~·-~ -~~2 0:.)~ -- / X ;78)160' -- ,i,,· --' \'1--- -- .,.... ..,. .,.... ..,..... ?:;,l ..... E IR28(CA)(<->) ~ LAYOUT / 6• WHITE I (PM) SNSIE R73-2(CA)(MOD)(2) 3+;,PJ 62+00 8') 14' 12' ----,i,,' f;rf ..-; EXISTING CURB lie GUTTER ~ ~ 'I : / (38)110· J,.:. - co~ ~81 4/(0. I 12• 1~ 14• U)~ 12• IJJ~ J1j --- EX I ST! NG CURB lie GUTTER TYPE IV(L T),PM ~ 38)200' - --------- 7?+oo -. rM)TYPE IV(RT TYP I EXISTING CURB lie GU/TER EIR3-7(RT) R28(CA)( <->) "WHITE YPE R(CA EXISTING RAISED MEDIAN PM)12" WHITE X-WALK • TYP EXISTING RAISED MEDIAN -- I ElR73-2(CA) (MOD )(2) 50' TYP ---1 ~ --_L --- o:::: ..... ..... ..... ..---..... ...----.----I --- -141 ~ ·s• WHITE(PM) L f _ ..------jr -R/W --t (g') EXISTING RAISED MEDIAN = - 12" WHITE X-WALK (PM EXISTING RAISED MEDIAN \ [EIOCTA BUS STOP EJW4-,7 R28(CA)(<->) - -------EXISTING CURB lie GUTTER -.,.. -~ .. :-"~ ..J E E IR28(CA)( <->) EJR1-1 R3-2 EXISTING RAISED MEDIAN ~ \:l:;:;i"'~:I::1: \ .'. ~, ~ ~.,~., ~, ~ 1~ ~ I . STRIPING BY NEWPOR~i dbNTER Dk1VETHERs SCAL[: 1•,40• ~ · 6" WHITE ~>--~, 9 - TYPE IV ( RT "PM: ,y \i (RC)75' --~ \ --' ~R28(S)( CA)(<->) li)SIGN DETAIL "B" ~ / NEWPORT CENTER DRIVE WEST 20' RED CURB~ EISIGN DETAIL "B" 20' RED CURB~ -J-_!§)4' --R/w1 c '. I , ' -L.14' .. i. / SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT • 5" WHITE(PM '\Q EIW3-3 RL)SIGN DETAIL "B" \"% \a ,~ \ \ TYPE IV(LT)(PM TYP • ~1.20· 18' 14' R\1IE ,.... ,.... ..., t---~ ...,, ...,, PM)TYPE IV(RT . TYP ~250' iElR28(S)(CA)(<->) "-. EXISTING RAISED "-. MEDIAN TYPE IV(LT)(PM ITYP EXISTING CURB 9 x- EIR3-7(RT) ~ -R/'ll ,_ll ~l 'l?'1K~ _J -~ 12' -- - SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT .. , .. /:'-. '0'a ,-::; RC)64' --',, ~. • 60' TRANS. ---- ~ ~en ~~~~ \t ---. \4 ---61,+0b .,.. .--------cio') ~~ 7 r:: ca~ ~ ----c:, _J _J ~ w z u ::::e , E 0 "' U) (I,) 1/.J 12• -.. --- --=, _ -?6+00 -----i--:.._ • ,1 , ' /'·14'1• 12' --12' --14' , -12' <:,O l'\...r,..~£.. ~• TYP 50' TYP 1_ v1' ~ ,,.~ ---------;:::---:: ~"· --• < --• "<2, -~ N ---~ 14• t ~f¼,~ --- ~ -R/w-...,/~--;-.._ - 1. 6" WHITE! ~ .PM) EX I ST! NG CURB · lie GUTTER EXISTING RAISED MEDIAN SIGNING AND STRIPING NOTES: 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES AND DETAILS SEE SHEET PD-01. -.. "' -'- ------- 50' [LARE • EIR1-1 SIGN DETAIL "B"IE ---- ' . • ' . ....... EXISTING CURB lie GUTTER SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT 40 20 0 40 80 I SCALE: 1 "=40' 7s+oo t--(20·) - 14' -12' ---14' .. .. ~.<IJ;>.c- PM'6" WHITE --14' 74+00 I--(20' )~ l I 14' 35' EXISTING RAISED MEDIAN 73+00 --I • -~ ----+---i--t</W- 9 PM16" WHITE . I 8' 12' 14' 12· 14' 72+00 'I r-14 J T ' ' 71+00 - 7 R4-7I EI .!2Q' TYP140 50' • ' ~,--~ ;, (33') n ~- ~-- --~ 1 -• 50' TYP I --12· ., r'\4 1 ' ,6" WHITE(riM)l~4' RC)55' ' • ' < • SEE DETAIL "A" FOR TYPlyAL PARKING SPACE LAYouy RC)4' / / • < -'i'-./'11 ~4• RC)4' I ' TOURIST !NFO (->)I - RC)4' EXISTING CURB lie GUTTER RS)R3-7(RT) IS)SIGN DETAIL "B" R28(CA)(<->) RS SIGN DE.TAIL "B" IS \ \ ---.... r--0 --.... ..., 0 "' ;, tl ... 0 0 I 0 I)_ I ,.._ "' "' ,.._ ....... 0 I)_ ....... > - EISIGN DETAIL "B" SEE DETAIL "A" FOR TYPICAL PARKING SPACE LAYOUT EISIGN DETAIL "8" 8§)R28(CA)( <->) fs)sJGN DETAIL "B'( / 0 ....... 8: 120 I " C EIOCTA BUS STOP , , , . . C-4813 I~ EISIGN DETAIL "B" PLAN PREPARED BY: APPROVAL RECOMMENDED FASHION ISLAND AREA STREET'S OVERLAY & SLURRY CASEY MURDIE lo. 71234 E,p. 06-30- PLANNINlai ■ ■ ■ ■ CD NS U LTI NG "49.472.3505 c~{ifirnE~ DEl:lllaiN ■ l:l□Nl:ITR.Ul:lTl□ N 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 FAX 949.472.8122 ■ www.RBF.com DATE: 03/07 /12 REVISIONS NO. I INlllN.. DESCRIPTION llAlE APPD <( u ....... ,.._ "' "' r--0 SIGNING AND STRIPING PLAN NEWPORT CENTER DRIVE : , , : 1 : ANTHONY BRINE, CITY ENGINEER STA 57+00.00 TO a DATE RCE No. 45521 STA 77+76.59/STA 8+92.42 ~ DESIGNEDJGM/JP DRAWN JP/ADS CITY OF NEWPORT BEACH R-6017-S i CHECKED CGM DATE03/07/12 PUBLIC WORKS DEPARTMENT SHEET 21 OF 21 -;;