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HomeMy WebLinkAboutR_5961_SCITY OF COSTA MESA _, 8Q4, & . LBd!i '-· ' , L~t[Q I JOHN WAYNE AIRPORT C'-14: ~& ;so,,,, CITY OF IRVINE 0" Ut1iVERSln' -u PUBLIC WORI<.S DEPARTMENT P ACIFtc IW/1,)su}!-'_'. ~ 0C£:AN 't;j - VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION ~ PROJECT LOCATION VICINITY MAP NOT TO SCALE C-4096 APPROVED: vJJJJ DATE: 7-/tJ-Ot!-j ,A&/,A°! PUBLIC WORKS DIRECTOR R.C.E. NO.~'3106- I ( SYMBOL ABBREVIATIONS ' I • -0- @) ® @ D()<] l'ii:0 l,iJ IB] :¢c------o @ Cc- h, p ~/IIIlll 8 ~ [!i'l ffi <D [I] © ~LL/ LL//// j ---- ---- ---ff.--- --S-- --w-- --G-- --E-- --T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) APPROVED: I DATE: 7-}b-Oo/ POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT/ MARKER SIGN VAULT VENT TREE IRRIGA 110N CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX PARKING METER BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCK WALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV Cl ff. CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB R RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERllCAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE ENO CURVE RETURN ENO VERllCAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE ANO TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN ENO PROPOSED PULL BOX RIDGE LINE REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE \ \ 2 0:: 0 (L 0 <{ > DEPUTY PWD / CITY \ \ \ \ \ \ \ \ \ \ \ VIA MALAGA R.C.E. NO. 47961 WEST LIDO CHANNEL 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. ~ " \ \>-\.,\.,<c: ~ \ SEWER SEWER CLEANOUT LEGEND: ~ 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 0.08' MIN. LEVELING COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC LOCATION MAP SEWER MANHOLE NOT TO SCALE SHEET 1°:? 1 :>.··· -:1 REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE III-B2-AR4000 W/ 0.08' MIN. LEVELING COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC SEE SHEET 2 FOR STREET INDEX MAP SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL I \ \ \ II 0.08' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE ARHM GGC TELEPHONE WEST/WATER WITH BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS GPS POINTS 6300 TO 6288 BEING N2T08'50"W. COORDINATES ARE BASED ON lliE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO (1991.35 EPOCH) BENCHMARK: ELEVAllONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB3-12-70", A 3 3/4" ALUMINUM DISK SET IN THE NORTHWEST CORNER OF A 4' BY 4.5' CONCRETE CATCH BASIN. MONUMENT IS AT THE SOUTHEAST CORNER OF lliE INTERSECllON OF VIA LIOO SOUD AND PIAZZA GENOA. ELEV. = 11. 78 FEET (NAVD88, YEAR LEVELED 1992, 1995 ADJUSTMENT) TOPO WAS PREPARED BY: COAST SURVEYING, INC., 15031 PARKWAY LOOP, STE B TUSTIN, CA 92780 TEL (714) 918-6266 JOB # 108-081 DATE 02/04/09 0-.~0ALDEN& V~SOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 41-/0e,. -? /~/4 9 DAVID L. BACOw'f'E 40496 IDATE ' APPROVAL RECOMMENDED: MARK HARMON GENERAL SERVICES DIRECTOR DATE: ]-lJ-u C\ \ \ ,.#,.#ISL \ \<'&,_xy \\ \ \ APPROVAL RECOMMENDED: ~iJE~H~ UTILlllES DIRECTOR DATE: ,/io/<JOi APPROVAL RECOMMENDED: M HA L Sl~(ACORI, RCE 46214 ASSIS'wfT CITY ENGINEER DA TE: __ 1_-_"'l_-_0_4, __ _ 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. SEE STRIPING PLANS FOR PAVEMENT MARKINGS, STRIPING AND CURB MARKINGS. 4. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 5. THE CONTRACTOR SHALL REMOVE ALL RAISED PAVEMENT MARKERS PRIOR TO ANY GRINDING OR PAVING. 6. EXIST. SEWER, WATER, ELECTRICAL, CATV AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN PLACE AT ALL TIMES, NO INTERRUPTION OF SERVICE WILL BE ALLOWED. 7. EXCEPT WHERE NOTED ON THE PLAN, ALL CURB, GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT ALL TIMES AND BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 9. P.C.C. SHALL BE CLASS 560-C-3250 10. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVE BOXES, SEWER CLEANOUTS, PULL BOXES, METERS, SURVEY MONUMENTS, SEWER, WATER AND STORM DRAIN MANHOLES) FRAMES ANO COVERS TO GRADE. 11. CONTRACTOR SHALL COORDINATE WITH SCE, GAS, TELEPHONE AND CATV FOR ADJUSTING MAHNOLES, PULL BOXES, VAULTS AND METER FRAMES AND COVERS TO GRADE. 12. PROPOSED PAVEMENT ANO CURB AND GUTTER SHALL JOIN ANO MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 13. IF WORK IS OUTSIDE OF OVERLAY AREA CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING STREET PER CITY ST0-105-L-B ANO STD-105-L-C. 14. THE 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 OPERATIONS. 15. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE 'ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 16. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA. SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. SHEET INDE}{ Sheet No. Sheet Title 1 TITLE SHEET 2 INDEX MAP AND CONSTRUCTION NOTES 3 DETAILS 4 VIA LIDO -DETAILS 5 VIA ANTIBES & VIA LIDO A.C. OVERLAY GRID STREET IMPROVEMENTS 6 VIA LIDO -NEWPORT BLVD TO STA. 4+50.00 STREET IMPROVEMENTS 7 VIA LIDO -STA. 4+50.00 TO STA. 9+00.00 STREET IMPROVEMENTS 8 VIA LIDO -STA. 9+00.00 TO STA. 12+00.00 STREET IMPROVEMENTS 9 VIA LIDO -STA. 12+00.00 TO 17+72.27 STREET IMPROVEMENTS 10 VIA LIDO -STA. 17+72.27 TO VIA ANTIBES STREET IMPROVEMENTS 1 1 VIA ANTIBES STREET IMPROVEMENTS 12 VIA OPORTO -VIA LIDO TO 32ND STREET STREET IMPROVEMENTS 13 VIA MALAGA -VIA OPORTO TO VIA LIDO STREET IMPROVEMENTS 14 VIA LIDO -NEWPORT BLVD TO LAFAYETTE AVE STRIPING PLAN 15 VIA LIDO -LAFAYETTE AVE TO VIA ANTIBES & VIA ANTIBES STRIPING PLAN UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs'' OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY OROERs''. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' ANO SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY OROERs''. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EMERGENCY TELEPHONE NUMBERS: SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UllLITIES DEPARTMENT TIME WARNER CABLE REVIEWED: DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 542-6222 NIGHT (800) 427-2200 (800) 611-1911 611 (949) 644-3717 (714) 388-2000 C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION TITLE SHEET DESIGNED: DRAWN: S.K. S.K. CHECKED: DATE: S.K. D.B. 07 08 09 NEWPORT BLVD. TO STRADA HAVRE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 1 OF 15 I i ' ' I ,. ' ' I !,: I ,. I' I I l' j, l !, i: !. I' ,I i1 ' ., Ii 0 l-a:: 0 0.. 0 <( > \ \ ' ~...,,c, __ I I I I :VIA MALAGA I I I ~~~ _l_ -~-- \ \ \ \ \ 100 I 50 j N o 100 200 ! ) I SCALE IN FEET 1 inch ~ 100 ft. LEGEND SHEET No. IMPROVEMENT lYPE ALDEN & SSOCIATES STREET STRIPING CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 A (949) 660-0110 FAX: 660-0418 _/~~·--,-,&/4:z DAVID L. SAC PE 40496 DXTE CONSTRUCTION NOTES NO. DESCRIPTION 1 PROTECT IN PLACE. 2 COLD MILL VARIABLE DEPTH (0.08' TO 0.25') SEE PROFILE AND CROSS SECTION. 3 COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 4 REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE COURSE. 6 CONSTRUCT 12" SDR-35 PVC STORM DRAIN PIPE INCLUDING CONCRETE ENCASEMENT PER Cl1Y STANDARDS AND SPECIFICATIONS. 7 -.... -· ... . -· ·-·-. ·-· -· ""' • 111 .. ---·----·--.. , /• 8 CATV PEDESTAL TO BE RELOCTED BY OWNER. 9 CONSTRUCT CATCH BASIN (L=3.5') PER Cl1Y STD-300-L AND STD-305-L. 10 FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 3. 13 CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 14 CONSTRUCT NEW AC FULL DEPTH SECTION OVER COMPACTED NATIVE (0.33' III-B2-AR4000; 0.17' ARHM GGC). 15 CORE AND CONNECT PROPOSED S.D. PIPE TO EXISTING CATCH BASIN. 1 6 SAWCUT AND REMOVE EXISTING AC PAVEMENT SECTION. 17 SAWCUT AND REMOVE EXISITNG MEDIAN CONCRETE SECTION. 18 REMOVE EXISTING POLE. 19 SAWCUT AND REMOVE EXISTING LOCAL DEPRESSION INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 20 SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. 21 SAWCUT AND REMOVE EXISTING SIDEWALK. 22 SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 23 SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. 24 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. 25 REMOVE AND REPLACE CURB CORE DRAIN. 26 CONSTRUCT STAMPED CONCRETE MEDIAN SECTION PER DETAIL ON SHEET 3. 27 REMOVE TREE. 28 CONSTRUCT LOCAL DEPRESSION PER Cl1Y STD-304-L. 29 CONSTRUCT DRIVEWAY APPROACH PER STD-162-L. 30 CONSTRUCT CURB & GUTTER PER Cl1Y STD-182-L, (W=1.5'). 32 CONSTRUCT CURB PER Cl1Y STD-182-L. 33 CONSTRUCT CROSS GUTTER PER Cl1Y STD-185-L AND DETAIL ON SHEET 4. 34 CONSTRUCT SIDEWALK PER Cl1Y STD-180-L. 35 PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 3. 36 CONSTRUCT CURB ACCESS RAMP, CASE H PER Cl1Y STD-181-L. 39 CONSTRUCT CURB ACCESS RAMP, CASE K PER Cl1Y STD-181-L. 41 CONSTRUCT CURB ACCESS RAMP, CASE L PER Cl1Y STD-181-L. 45 CONSTRUCT CURB ACCESS RAMP, CASE D PER Cl1Y STD-181-L. 46 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER Cl1Y STD-111-L. 47 REPLACE EXIST SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER Cl1Y STD-511-L. 48 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER Cl1Y STD-111-L. 49 REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER Cl1Y STD-511-L. 50 ADJUST WATER VAULT FRAME AND COVER TO GRADE. 51 REPLACE EXIST PULL BOX FRAME PER Cl1Y STD-204-L AND ADJUST COVER TO GRADE. 52 ADJUST WATER METER BOX FRAME AND COVER TO GRADE. 53 GAS VALVE BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. 54 ADJUST MONITORING WELL FRAME AND COVER TO GRADE. 55 ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. 56 CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. 57 SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. 58 TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. 60 PAINT STRIPING. STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. 61 PAINT STRIPING LEGEND AND ARROWS. STRIPING LEGEND AND ARROWS SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. 62 PAINT STOP AND LIMIT LINE PER DETAIL. 63 PAINT CURB LIMITS AND COLOR PER PLAN. 65 INSTALL FIRE HYDRANT MARKER PER Cl1Y STD-902-L. 66 INSTALL 1YPE E 6' DIAMETER CIRCULAR INDUCTIVE LOOPS 1' BEHIND LIMIT LINE AND CENTERED IN LANES AS SHOWN, PER THE SPECIFICATIONS AND CALTRANS STANDARD PLANS ES-5A AND ES-5B. LOOPS SHALL BE SPLICED IN SERIES. 67 INSTALL 1YPE C RECTANGULAR INDUCTIVE LOOPS (MATCH EXISTING SIZE & LOCATION), PER THE SPECIFICATIONS AND CALTRANS STANDARD PLANS ES-5A AND ES-5B. 68 ADJUST AND CLEAN 4'' C.I.P. DRAIN HOLES LOCATED ON LIDO BRIDGE. 69 REMOVE TREX-BOARD FROM PARKWAY. RECORD DRAWINGS These Reco~d D~a~ings ha~e b'.'en p~epared based on information submitted, in part, by others. ':Vhile thrn mformation ts beheved to be reliable, City of Newport Beach is not ~esponstble for its accuracy, nor for errors or omissions which may have been incorporated mto these plans as a result. APPROVAL RECOMMENDED: C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION INDEX MAP AND CONSTRUCTION NOTES f---+------11---------------------+-----l PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER STREET REHABILITATION ill 03/23/2010 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: S.K. S.K. APPROVED CHECKED: DA TE: S.K. D.B. 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 2 OF 15 ' ! I I i I, i ( ,· I' r I I' r I 1, ,. ' i i ,. ,,, f,' ' I. I; i 1: I' 11 Ii i f I 6/2=29'05'49" RIGHT-OF-WAY DATA: 6=58'11 '39" RADIUS=20.00' LENGTH=20.31' TANGENT =11.13' "' 0:: 5' 0 3: EXIST STREET SECTION u.. 2 PROTECT IN PLACE 0 11 ! (12.02 BW 8.0' !:: EXISTING PROPOSED -::; SURFACE ~ J:J SURFACE T COLD PLANE SURFACE TYPICAL FEATHER/ COLD MILL DETAIL 0 AT SIDE STREETS & TRANSVERSE JOIN 3 ----~~~~~ NOT TO SCALE O"CF 11.30FL l 1.88 TC JOIN ECR 11.38 FL SAWCUT LINE ----~ ---- --------------- LAFAYETTE AVENUE CURB RAMP DETAILS SCALE=1"=10' ----~!Do - ------------ JOIN 12.37TC 11.92FL ---------- ,,---4" THICK PATTERN STAMPED CONCRETE CAP FLUSH WITH TOP OF EXISITNG MEDIAN VARIES 17H---1----< CURB/ OVER 2" THICK COMPACTED SAND BED. CONCRETE COLOR AND PATTERN TO MATCH EXISTING 95% COMPACTED 7 SAND SETTING BED EXISTING MEDIAN CURB EXISTING FINISH SURFACE PROPOSED FINISH SURFACE '26' MEDIAN CONCRETE DETAIL ~ TYPICAL SECTION -NO SCALE \ \ \ \ \ \ \ \ \ ------------- ------------- 23 EXIST SIDEWALK VARIES-4' MIN PROPOSED ADA PATH OF TRAVEL 3/'o LIP 2% MAX CONTRACTOR SHALL ADJUST HIKE AS NECESSARY FOR 2% MAX SLOPE. 33 ?WCUT LINE 0 ,{S <( EXIST C&G WIDTH VARIES PLAN VIEW NOT TO SCALE B' PROPOSED GUTTER EXIST GUTTER TO BE REMOVED • '<>(jl- LEVEL LINE SECTION A-A NOT TO SCALE :fJ' EXIST SIDEWALK 12" NOTES: 1. GUTTERS AT ADA CROSSINGS SHALL BE 2% MAX AND HAVE O" LIP THROUGH RAMP OPENINGS. 2. DEPTH OF GUTTER SHALL BE MODIFIED AS NECESSARY TO MATCH EXISTING CONDITIONS. SAWCUT LINE 3/fJ' LIP CONTRACTOR SHALL ADJUST HIKE AS NECESSARY TO MATCH EXIST CROSS FALL. EXIST STREET SECTION ®3 CROSS-GUTTER DETAIL NOT TO SCALE GRADE +---CP12-2 ROOT BARRIER BY CENTURY PRODUCTS 3/4' GRAVEL BACKFILL STREET SECTION SAWCUT LINE 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. ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS NOTES: 3"-NATIVE MATERIAL BACKFILL +---CP18-2 ROOT BARRIER BY CENTURY PRODUCTS 3/4" GRAVEL BACKFILL 1. UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THE WORK. '35't---~RO~O~T~BA~R~R=IE=R~D=E=T~A=IL~_ ~ NOT TO SCALE APPROVAL RECOMMENDED: NOTES: 1. SEE SHEET 2 FOR CONSTRUCTION NOTES. C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION DETAILS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 1----+-------1--------------------+-----< PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER STREET REHABILITATION 4 (949) 660-0110 FAX: 660-0418 , ~ f1/9/02 DAVI lBACPE 40496 DX'rE fil 03/23/2010 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: S.K. M.P. APPROVED CHECKED: DA TE: S.K. D.B, 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 3 OF 15 --- • --· --........a.... JOIN 9.40 FS 9.35 FS 9.29 S,GB .: JOIN BW 9.30 FS DRIVEWAY DETAIL "D" AT STA. 8+04 -STA. 8+32 -SCALE: 1"=10' o"CF 8.59FS 8.46TC 7.96FS 8.48TC 7.98FS (8.19)TC (7.86) FL (8.19)TC 19 7.22 FL • JOIN •• ' • "--. '--'-aa'----. ..... JOIN (8.53) FS ' 6" THICK- • • . .PCC; 1YP ._• .. \·< ... ' ~ ., ... • .·.-y.··· ~~~~~-- JOIN 8.70 FS • 8.41 •. FS,GB : . 8.61 FS JOIN 8.70 FS • . • t, THICK. . PCC; TfP. JOIN 9.20 FS 9.18 FS SAWCIJT LINE 24.0' -~~------<24291>------~~ CONSTRUCTION NOTES @ PROT CT COLD MILL VARIABLE DEPTH (0.08' TO 0.25'} SEE PROFILE AND CROSS SECTION. CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROAOWAY SURF CE. SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN . SAWCUT AND REMOVE EXISTING SIDEWALK . SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING CROSS GIJTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GIJTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING LOCAL DEPRESSION INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC CURB & DRIVEWAY DETAILS "A" DRIVEWAY DETAIL "B" DRIVEWAY DETAIL "C" SLOT PATCH (PATCH BACK), W=1' MIN.CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L. . -· .-6" .THICK •. PC.C,-. l'(P .. AT STA. 5+59 -SCALE: 1"=10' SAWCIJT LINE AT STA. 5+32 -STA. 6+53 -SCALE: 1" =10' JOIN 10.45 FS • EP.B -- DRIVEWAY DETAIL "F" AT STA. 10+18 -STA. 10+44 -SCALE: 1"=10' . 0.22% . f4i-R=i8.n". - FL 8.47TC : ~ 7.97fS "' ~ O"CF '--JOIN C&G AT VIA OPORTO STA. 8+15.55 8.65 TC 8.10 FL 7.96 FS O"CF 8.76 FS '--SAWCUT LINE-.:_:,-.! - --T ~--.L. ., . -.· ~-- AT STA. 5+80 -STA. 6+10 -SCALE: 1"=10' . • 10.64 . . .. . . _:3·· r,s,G~.:~ ~ __ .'_ ..,, . ,-..: ' DRIVEWAY DETAIL "G" AT STA. 10+64 -STA. 11+07 -SCALE: 1"=10' AT STA. 7+53 -STA. 7+84 -SCALE: 1" =10' JOIN BW QIN BW (11.30 11.50 = _-::::_ ""'."-=-----==j=,..:=i4i.~FS~::;:::~FS~~=-=;=:::-. ""="=. =--_ t, THlct( • . ••. · • ~ -· Pcc.:1YP. • • _ ·...:.,__·-- ---- SAWCIJT LINE 2 .0' 24 29 DRIVEWAY DETAIL "H" AT STA. 11+34 -STA. 11+56 -SCALE: 1"=10' LEGEND: ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS I \ \ \ II 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ e.ea· lolll~. LEVELIIHl COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC & REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE lll-82-AR4000 W/ 8.08' MII/J\EVEWIS SOURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC 0.08' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE ARHM GGC APPROVAL RECOMMENDED: CONSTRUCT DRIVEWAY APPROACH PER STID-162-L. CONSTRUCT CURB & GUTTER PER CITY SID-182-L, (W=1.5'). CONSTRUCT CURB PER CITY STID-182-L CONSTRUCT CROSS GUTTER PER CITY STD-185-L AND DETAIL ON SHEET 4. CONSTRUCT SIDEWALK PER CITY STD-180-L @) CONSTRUCT CURB ACCESS RAMP, CASE K PER CITY STD-181-L. 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 ofNewport Beach is not Responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION VIA LIDO -DETAILS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 t----t------t--------------------!------l PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DETAILS 10 FAX: 660-0418 ~/cp/o<;; & 03/23/2010 AS-BUILTS PE 40496 DATE NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.B. 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 4 OF 15 j i ! r I' l: i, ! ,, I,' 1: I! ,, r, ! I, ' I I i ,, '.! l1 I' h I' 1'1' ! j:: ,, i. I: ,,, 0 "' ""l q N - 0 <"'i - 0 <"'i 0 0 d 0 + "' ?; I?; ·&dl ·&q,,J* #7&<, , ... 1? ~"' 4t&c., , ... ~""" ~<i- .,~~':, , ... .:Ii> , ... (j,J'='::Tu ·S, ~ 8 d 0 + "' ~,,, ;J"' .,c!J."~&" ~-,,t, " ~- NOTES; 1. SEE PROFILES ON SHEET 11 FOR CURB AND MEDIAN ELEVATIONS. * PROPOSED ELEVATION AT EDGE OF PAVEMENT; PROVIDED 1" GUTTER HIKE-UP AND 3/s" AC LIP ,,,, I?;'"'?'. "'?~ ;::.,~ * J#"~&c., (o I,:: + "' r; ?; ?; -~ ·S,~~* "J, #"('l,.c., ::\ I,:: VIA ANTIBES (j,:<:'~ (j, Js:>.1,,. "'? 'J, <{:>~ ;::.,~ ;::.,~ .&-"';§" ~c.,p , ... ~ ,,.,, $, N 63'24'1o" E ~· ~- * c.,* {J.c;p -¢:."('I&" ,,"fl.,;:;_,, ,,. ~ ,. ,, 0 q 0 0 N q + "' !a' + "' 0 0 d <O + "' • 11.78FS (11.BO)FS 1.26FS* (11.25)FS "' I • 11.SOFS (11.65)FS 11.65FS (11.71)FS 11.71FS"' (11.77 11.34 S (11.49) 11.1BFS (11.26)FS \ \ 11.14FS {11.23)FS ,/ 'o<:,Y'<:, / ,,, ,, / ,' / _./ _.,..,,, 1l4FS /11.91)FS 11.84FS {11.84)FS 1 11.66FS {11.74)FS • 11.48FS (11.65)FS , 11.3\fS {11.45)F\ 11.4 S (11.44)F~ 11.18FS (11.21)FS 0 "' <O "' <O <O + "' , 12.03FS (11.95)FS • 12.04FS (11.99)FS ($ 'o· , 11.BOFS (11.77)FS 11.98FS -.. (11.83)FS "'i 11.62FS {11.68)FS • 11.23FS (11.17)FS ti& :-12.12FS Cf /?: ~ R o::! .!:!_ 11.54FS (11.40)FS , 11,98FS {11.82)FS 11.85FS (11.74)FS L • 11.85FS ~-(11.61)Fiy 8.89, R "' 0 ':l,2,04FS ~g? SEE PROFILE ON • 11.93FS {11.71)FS (11.~S c;j ~ SHEET 12 FOR ct ..._,2. ELEVATIONS \ 11.79FS ~//~i {11.71)FS • 11.54FS (11.49)FS 11 .64FS {11.49)FS 11.7BFS {11.37)FS (ff.27 ,,* ,.i~&c., ,,. ~ c.,* 4i•;;'i" ,-~ ' ,. , 11.58FS (11.0B)FS ,,, 0 0 0 0 d d "' 0 + + t-------( ' ' ' ' L®-_ __i "' sj- 11.37FS (10.92)FS 4+34.17 ct INT. VIA ANTIBES \ 4+48.92 ct INT. VIA UDO NORD \ ~ *11.16FS (11.15)FS 11.54FS {11.14)FS Dr----------------'-------- 10 5 0 I j I SCALE IN FEET 1 inch =10 ft. 10 j - ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / (949) 660-0110 FAX: 660-0418 <--LJ_,,fT2-7/2/22 DAVID L BACON PE 40496 'DATE • 7,70FS {7.70)FS \ ~ \ 7.91FS '6 \{7.90)FS i\ d £ 1 8.00FS S .r'l {8.00)FS e I 2. I g,~ s. 8.05FS {8.06)FS \ # ' I s I ----,-- \ \ \ CENTRAL AVE. @ "' ... 0 d q 0 0 d 0 d - 0 d - o+oo.oo ct INT. VIA LIDO NOTES; J ~~ ¥; C, N W z w !;; "c., c., ,,_f~ ~- -c;."c.,~&c., "\ • -¢:. ~-I 11:c., c., ,,_,,-.~ ~- ,d;c.,~,.c., "\ • .,'b ~- .,~" &" "\ • .,ii;'. ~- I {J.C., c., "\"fl,,_~ ~- *> f-:'2,:>~ !:cl,,, ~ y,\ "\, ~'!> 0 1. SEE PROFILES ON SHEET 6 FOR CURB AND MEDIAN ELEVATIONS. 0 q 0 N + 0 * PROPOSED ELEVATION AT EDGE OF PAVEMENT; PROVIDED 1" GUTTER HIKE -UP AND ¾" AC LIP □ .,~c.,('I"" C'\· 'V *~-1o .,~"~&" 00 "\. '7' q 0 <fl.c., c., - "\ '!l ';,i'j 0 r!J-"p "'~f""" d N 66"06'52" W STREET ct_..T 0 0 q q 0 0 sj-<O + + 0 0 VIA LIDO 10 5 10 I l I SCALE IN FEET 1 inch ~10 ft. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in ~art, by others. While this information is believed to be reliable, City of Newport Beac~ 1s not Responsible for its accuracy, nor for errors or omissions which may have been mcorporated APPROVAL RECOMMENDED: into these plans as a result. C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIAANTIBES STREET REHABILITATION VIA ANTIBES & VIA LIDO A.C. OVERLAY GRID f---+------+--------------------+----1 PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER Lr,. 03/23/2010 AS-BUILTS DESIGNED: DRAWN: W.R. W.R. NO. DA TE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: S.K. D.S. 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 5 OF 15 ----------r-PROf'OSED Toe _QE_CURB_ AT 36.5' N/0 ENTERLINE ----:-PROPOSEO-TOP OF-CUR AT-36,5'--NfO CENTERLINE- --------u------ - ------------------ - ----- L=l 7.44• L=25.26' '° ·---------- -------------------------f-------------------------- 15 a. 0 ---------1-------;~-----------f------- --------------- ------------- ------------------ 1---------1 15 a. 0 ---------------------------------- --------------------------------- t--------------------------- ---- --------------------------------; ------------·-······· ----.:= ti-----------....... g c,: ............ . + . O!:c, ---------------+-- ,rj r=::- + -otc, z 6 c30%----- ---------------------- EXISTING TOP MEDIAN CURB --------------. - - ----- - - - ------------- a. ---o- ':, L=19.27' f.l 0 /:::!-....J ---q ~ "',.,., <O N to· -o,--+ .. N°" r-- "' . U--U} ....,. g1-ff!. LL d . ~ __ J.O 0-<.o-o-CI N..-t--t---Z ~O")ajC()i:E - . _______ (.!) .. -.--------------- --------------------------··g ·c.:·· ---------- -·---~{!_T- + "--: ,.,., ro 8 c= ..c-...._ ______ _ ~ "' +O , _______________ ,_ _______ _ 15 ------------- -+----t---~RE~CORD D WlNG~S~ - - -------------, Jt~:::ll; {tf~~~~i!:i::t:~:~:~J~:~~e! t: ;~,:~;:,r~:a~i;~;~~~tt~~;~i~:~• /---------------- - - ------------- -Responsib e-forits--accuracy~norfor~rrors-o,o -issiohTWliich-iriaYlfave een mcorp ratea-- __into.these_ Jans as_a.resull--------------________ ---f---------------s---, - - ------- - - C) ---------------' ---------------------f-----------------------__________ , 0~. ----------+-------------+------- EXISTING TOP MEDIAN CURB ----------------------- ------ ',: 1i: ',: 0 a. EXISTING T P MEDI_/\N_ C:URE3_ __ _ 5.25' s/o ENTERLINE ------- ---+---------------,-----·-----__ ,.___ ---------------------------------------+--PROPOSED FINISHED SURFACE -FROM-MID POINT TO MID POINT PROPOSED TO OF CURB ____ _ r----.... &-EXISTING FlbW-11 E: AT 37,5' --S O ENTERLINE AT 37,5' S/0 CE TERLINE- ------ !------------- --------------------__________ , ___ ------·---------------C) __ LO PROPOSED FINISH SURFACE ----------------------,------------- ---------____ , ---------------_E'ROeosm_mp __ OE CURB_ ------1-- --_----_/\I 37.5' S/0 _ CEl'JT~~LINE _c::( --------/--------~ -------~-- ------------------------------------------- 15 ------------------- ---------- - - -----____ _, SCALE: ------t------------------------; HORIZ: 1"=20' VERT: 1"=4' -1+00 o+oo I 0+50 1+00 1+50 2+00 3+00 3+50 4+00 4+50 5+00 481}---\\-¾'./f NOTE: SEE AC OVERLAY GRID ON SHEET 5 FOR ADDITIONAL FINISH SURFACE ELEVATIONS. -~ 0 f ' 1 0 3 1--++-\ NEWPORT BLVD. I I 17 EXIST. TC ELEV PER PROFILE EXIST. FL ELEV PER PROFILE s j 0 .5' 10 3 3 O!i-0 .0 (t INT. 7.0' ·ID i----~4J---t-----{2J--~ PROP. FS ELEV PER PROFILE PROP. FlNISH SURFACE 0.08' MIN. TYPICAL SECTION VIA LIDO -NO SCALE 3444 3442 3430 3428 3426 3424 3422 3420 3418 3412 3410 3406 f-------,-i;.------------<2'.03011-------------,'------1 25 35 25 lY 3 49 35 35 I 2 3 4 '-: 1f111[7~:;::)if-'i,--1[1"[!r-"'''rv--\----\---+-l1-+-f I -+-H-t+--+--+-CAlV'---r-+--+--+---t--\ -+-+-+-+-+-C•lV'+---tl-+-+--t+--'\ t\-''i'f--li</--\----\---{\<lV+-+-_,__+-+---l SAWCUT LI E -+---( 4 i-;l--1 1' EXIST. FS ELEV PER PROFILE I TOP OF EXIST. PVMT I . 5' OLD PlANE SURFACE ELEVATION PER PROFILE EXIST. AC 3461 ~6~E~E1°o&~~IMITS 20 30 TYP. BOTH SIDES OR CD EXIST. PROP. TC ELEV PER PROFILE EXIST. PROP. FL ELEV PER PROFILE 46 1------(203011-+---~ 3459 VIA LIDO ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / (949) 660~ FAX: 660-0418 ✓(,,_//' _ 1/c;/o~ DAVID L. BACON 40496 DATE 35 35 3441 A-F 3421 3419 3417 3415 LEGEND: I \ \ \ \I 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 8.88' Mitt LEIJELltJS 08URSE & 0.17' OVERLAY COURSE TYPE ARHM GGC REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE III-B2-AR4000 W/ 8.08' MIN. LEIJEWW GOURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC 0.0B' MIN. GRIND~ 0.17' OVERLAY COURSE TYPE ARHM GGC 03/23/2010 AS-BUILTS NO. DA1f DESCRIPTION OF REVISIONS APPROVED 57 ~ 35 ;j: 20 I APPROVAL RECOMMENDED: ' --~ rr --• ___,~ ,.~ ----- 10 j SCALE IN FEET 1 inch = 20 ft. CONSTRUCTION NOTES CD PROTECT IN PlACE. COLD MILL VARl'.BLE DEPTH (0.08' TO 0.25') SEE PROFlLE AND CROSS SECTION. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE COURSE. G9~15'fRYCT 9.98' MIH. ll llGIOloS£ ,0,G leVEbmG G9YR£o (Ill Gl AR1999). @) FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 3. @3 CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROMJWAY SURFACE. @ SAWCUT AND REMOVE EXISITNG MEDIAN CONCRETE SECTION. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUfilR INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPlACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. SAWCUT AND REMOVE EXISTING SIDEWALK. SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT STAMPED CONCRETE MEDIAN SECTION PER DETAIL ON SHEET 3. @ CONSTRUCT CURB & GUfilR PER CITY STD-182-L, (W=1.5'). ® @) @ @ @ @ @ @) ® ® @ 20 I CONSTRUCT SIDEWALK PER CllY STD-180-L PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DET/IJL ON SHEET 3. CONSTRUCT CURB ACCESS RAMP, CASE H PER CflY STD-181-L ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L REPLACE EXIST SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CflY STD-511-L ADJUST STORM DRAIN MANHOLE FRAME ANO COVER TO GRADE PER CflY STD-111-L. REPLACE EXIST WATER V/IJ.VE BOX FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-511-L ADJUST WATER VAULT FRAME AND COVER TO GRADE. REPLACE EXIST PULL BOX FRAME PER CllY STD-204-L AND ADJUST COVER TO GRADE. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER . TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. C-4096 PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION VIA LIDO-NEWPORT BLVD TO STA. 4+50.00 PLAN AND PROFILE DESIGNED: DRAWN: M.F.P. M.F.P. CHECKED: DATE: S.K. D.8. 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 6 OF 15 --------------- -------f------------ ----------------------- ·------------------+--------------------.---- ---------------------+------------ ,-------------------- --------------------- ---------------------j------------------------- --------__ _. ___ -------- 0 -------------+- --------------,----- 1----------------r------------ -------------------------t--------------------- -------------+------------------------~ 1-------------,--------------------- --------------------------t------------ -----------,------------------------------------ 4+00 CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL VARIABLE DEPTH (0.08' TO 0.25') SEE PROFILE AND CROSS SECTION. 0 0 @ ® @ @ @ @) ® @ ® @ @) @ ® ® @) ® REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7" AND CONSTRUCT 0.25' AC BASE COURSE. 69tl5fRU6f 0.061 MIii. flll61WESS 1£, LEVELJllS 68URSE (Ill 03 AR1888). CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING SIDEWALK. SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT CURB & GUTTER PER CllY STD-182-L. (W=1.5'). CONSTRUCT SIDEWALK PER CllY STD-180-L. PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 3. CONSTRUCT CURB ACCESS RAMP, CASE C PER CllY STD-181-L. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CllY STD-111-L. REPLACE EXIST SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-5 t 1-L. REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-511-L. REPLACE EXIST PULL BOX FRAME PER CllY STD-204-L AND ADJUST COVER TO GRADE. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. INSTALL lYPE C RECTANGULAR INDUCTIVE LOOPS (MATCH EXISTING SIZE & LOCATION), PER THE SPECIFICATIONS AND CALTRANS STANDARD PLANS ES-5A and ES-5B. 4+50 LEGEND: ~ 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 8.88' MIIL LEVELll~G COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE III-B2-AR4000 W/ . ' & 0.17' OVERLAY COURSE TYPE ARHM GGC I \ \ \ \I 0.08' MIN. GRIND W 0.17' OVERLAY COURSE TYPE ARHM GGC 5+00 L=21.59' I i SHEET ' ' I ' ' 49 --------·--------------------------- -----------·f----- ------------------ --------------------------------- ------,-------- ------------------,--- eseRecord-DrawingS-have-be n-prepared-based-on-infonnation-sub itted;irrpart; ov---.--------- others. Wh!le this infonnation i believed to be reliable~City_ofN<m,ij.ortBeachiS-no~------,-- Responsible for its accuracy, no for errors or omissions which may h ve been inco orated ----------------->----------------into-the-se-pfans as a resul . --------------------------------------- ....... ,-... -------------------------------------------+----- 0:, "' --PROPOSED-TOP OJ'"-CORB ____ -- ---A-,-27'; 5'--E-/0--EN'fERl:.iNr---m-- "' C: ----------------- aJ . O] ------EXISTING . .ELOW. !NE. -- - -- --------,,._,,,_...,_,i,_,,,,_ ------------------------------------+---------------------- AT 27.5' E/0 C NTERLINE +-------------i-----------,- ---------- -,-..----------------------__ ,_ ------------------ t,..__ __ _ z -----~. 5+50 --------------.-----------------. -- k ,9, (j> ' -,:. .... I "" It> ',;; ,'!J. I • ' 6+00 6+50 ~--"'20 30 SEE DETAIL "B" ON SHEET 4 \ ! 3358 I ' ' ~ {[~~ ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 A (94;).660-0110 FAX: 660-0418 ~<>'I ✓~-~/c;/oz N 40496 DATE PROPOSED--TOP-F-BURB------ AT 28.5' W/0 C NJERLINE _ z .... --------------------------------------~ --------- EXI.STIN_G ___ TOE O _CURB AT 28.5' W/0 C NTERLINE z··--o ----~ a~~ -----q----------------- 00 ,-._ m~ "'"? · ------·----·rt OT"CO 0~ rt 0 c:i co,.,, '°-'° + .. -(X)O)(X) __ _ -------------------------------- --·--···-··-· ···--····-------------------------- --------0 -----------□~-J--------------,------- g1-ri a LL. --·"-1.()(X)'r,r)""--------------c:ir,,')--"<i -----------1--------------1 r---c--.1 (0 01"') ,-... iii ~ ~ d, oi .:? ----------------------- -=-=---=-====---=:1=::i:===;;;:r:====+-_:__:_ ____ """iad.4l,;tr.: __ --___ --. __ --------_~-----:...;-f ___ ---------. · · · · · · .. · ··---0.27%---------------------------------------------i SCALE: ----------!----------------- 35 7+00 7+50 8+00 8+50 ' ' I ' ' I HORIZ: 1''=20' VERT: 111 =4' 9+00 9+50 SEE DETAIL "c' ON SHEET 4 ' ' I 35 35 3366 fil 03/23/2010 AS-BUILTS 3363 EXIST. TC ELEV PER PROFlLE NO. DATE DESCRIPTION OF REVISIONS .5' 20 30 67 58 57 Y.,;::::l=i 70" lli ' 20 30 i As E DETAIL • D" ! ON SHEET 4 =f"1'l i SAWCUT LI E .5' 3348 3344 3340 F--j----- Cc -------!' .. Al\!'----- -+---+-------s .. . . ' : ' . . ' .' . -~ .• , . . • •. . . ---. • ~ . . 3315 REFER TO PLAN f-----\4}---t--=--{2}---t----~2}----t-----{4H-l PROP. FS ELEV PER PROFlLE PROP. FINISH SURFACE I EXIST. FS ELEV I t • PER PROFILE I ~-Ii~• TOP OF EXIST. PVMT I COLD PLANE SURFACE ELEVATION PER PROFILE EXIST. AC EXIST. PROP. FL ELEV PER PROFlLE 20 I 10 0 20 I I I VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION VIA LIDO -STA. 4+50.00 TO STA. 9+00.00 PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DA TE: S.K. D.B. 07 08 09 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 7 OF 15 - ----------------- --------------+-------- ----------------------+-------------j---------- - --------------- --------+--------------------------- --·--------------!--------- -------, ------------- --------------------+---------- --------------------------------+ -------------------------------------------- ------------------------ -- ----------------------------- --------------~~~:------=-=-=-=-=- 0.41% -----------------------------f----------------------------------------------------------------------------------------- ----------------1----------- 11+00 . 5' EXIST. TC ELEV 3/ " ,---P:.::E:.::R .:_P:__RO:__Fl=LE:__.:::,.: LIP EXIST. FL ELEV PER PROFILE 11+50 -------------------------- 9+00 A-I EXIST. BASE TYPICAL SECTION VIA UDO -NO SCALE .5' OLD PLANE SURFACE ELEVATION PER PROFILE EXIST. AC 9+50 3315 EXIST. PROP. FL ELEV PER PROFILE ---1------------------------ - --------------!-------------- ----------------------- ---PROPOSED TOP -◊F-CURB-- 1.66% O.B8% ------0.96% ------------ -+-------------------- ----------------------+---------------------+--------------1-------------- 15 ------------------- -----------+---------------1-------------!---------- f--------------------- -----+-------------'------------------ ----------------- >----------------------- -+-------------------- J-----------1-------------1------------------- 1-----------------------__ __, ---------!---------------------------- ------------+--------------· --------·-------------------------- SCALE: ----------- 10+00 "'~ ax +W Oz .---~ 34 30 ----------. -------------- 10+50 11+00 3303 11+50 SEE DETAIL "H" ON ls ' LEGEND: I \ \ \ \I 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 8.08' MHd. LEVELING COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC _ffi REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE III-B2-AR4000 W/ 8.08' Ml&EVELl~W COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC 0.08' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE ARHM GGC ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 3209 12+00 11+ 78.98 ~ INT. VIA UDO 3+61.91 ~ INT. VIA MALAGA I I/ I/ I I CONSTRUCTION NOTES CD PROTECT IN PLACE HORIZ: 1 "=20' VERT: 1''=4' ® COLD MILL VARIABLE DEPTH (0.08' TO 0.25') SEE PROFILE AND CROSS SECTION. © REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE COURSE. .ffi ---j0~,.......9;e9N!NSffi-~!66f.T-!!8-e.esB''-lh,il!IH-J,.i. -'lfl!IJ ll86l"'m1R[S:;<;5...,flf,.CHL-l'CIIF.'['HUAANSa-fi68Al~"'R'-S['-+ll(Jl!-I -"63 ..... Al><R◄<H9Al88'+),-- SCALE IN FEET 1 inch = 20 ft. APPROVAL RECOMMENDED: ® CATV PEDESTAL TO BE RELOCTIED BY OWNER. @3 CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUITTR INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING SIDEWALK. SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE TREE. CONSTRUCT DRIVEWAY APPROACH PER STD-162-L @) CONSTRUCT CURB & GUTTER PER CITY STD-182-L, (W=1.5'). ® @ @) @ @ @) ® @) @ CONSTRUCT SIDEWALK PER CITY STD-18D-L PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 3. CONSTRUCT CURB ACCESS RAMP, CASE C PER CITY STD-181-L. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CITY STD-511-L ADJUST WATER METER BOX FRAME AND COVER TO GRADE. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. REMOVE TREX-BOARD FROM PARKWAY . RECORD DRAWINGS These Reco~d D~a~ings have been prepared based on information submitted in art b others. While th_1s mformation is believed to be reliable, City of Newport B;ach~s n'ot y ~etspohns1blel for its accuracy, nor for errors or omissions which may have been incorporated m o t ese p ans as a result. C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION VIA LIDO -STA. 9+00.00 TO STA. 12+00.00 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 t--+-----+------------------+-----l PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER PLAN AND PROFILE / (9j9) 660-0110 FAX: 660-0418 di.--// ;:2 e--,_ 'J / °J /o J DAVID L. BACON P£40496 DATE £ 03/23/2010 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DA TE: S.K. D.B. 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 8 OF 15 L I I { ' i' I I i•- ' ' ' I· ' I j ' I I, I i i, I I I l I I' I' ---------------- 12+00 f-------------------------- -+--·--------- ••••••••• EXISTING FLOW LINE ----AT--27,5' N/0-CENTERLINE 12+50 o~......1 -----0 -_LL_ -a..-...... ~r--;q _N N . ,_ - 13+00 VIA LIDO -- ~;;:::,- -' ' CONSTRUCTION NOTES CD PROTECT IN PLACE 0 COLD MILL VARIABLE DEPTH (0.08' TO 0.25') SEE PROFILE ANO CROSS SECTION. G) COLD MILL 0.17' ADJACENT TO SIDE STREETS ANO TRANSVERSE JOINTS. © (j) REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE ~ C0NSfRUGf 8.08' MIN. TIIICIH~ESS AC LEYElltlG COURSE (:II 63 AR1080). .ffi ,_ ---- @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 3. @ CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SHT. 3 20 21 39 = __ n '2a' SAWCUT AND REMOVE EXISTING CURB AND/OR CURB ANO GUTTER INCLUDING REQUIRED SAWCUTTlNG ANO REMOVAL OF EXISTING STREET 13+50 SEE DETAIL ON SHEET 3 .5' ----------------- ---------------------------i---- 14+00 14+50 ilJ ;t! m "' ;±; ---"-'t--E ----+---+,; ;j: --:o,L---f--E ---if---f-f-H\'l: ICB 7.D' ilJ m + "' - f-----i 4 J--1.---Jf-\ PROP. FS PER PROFILE 53 53 2 13 .ffi 24 29 52 ;t! ilJ ,._ ,._ ++ ........ -- .5' SAWCUT LI E I I I 1' 15+00 a, "' => '-' REFER TO PLAN FOR REMOVAL LIMITS lO 3o lYP. BOTH SIDES OR CD EXIST. PROP. TC ELEV l.t:::J SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING SIDEWALK. EXIST. TC ELEV 3/ " PROP. FINISH 1 _ __:_P.=ER.:_:_PR::_O::_Fl::::LE:_;.~ LIP SURFACE PER PROFILE I ~-1~~• TOP OF EXIST. PVMT I 3/8" PER PROFILE '~----~ LIP ,,. SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER ANO SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. @ CONSTRUCT DRIVEWAY APPROACH PER ST0-162-L. @) CONSTRUCT CURB & GUTTER PER CllY STD-182-L, (W=1.5'). @) PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 3. @) CONSTRUCT CURB ACCESS RAMP, CASE K PER CnY STD-181-L. @ ADJUST SEWER MANHOLE FRAME ANO COVER TO GRADE PER CllY STD-111-L. @) REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CnY STD-511-L. @ ADJUST WATER METER BOX FRAME AND COVER TO GRADE. @) GAS VALVE BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @) ADJUST AND Cl£AN 4" C.I.P. DRAIN HOLES LOCATED ON LIDO BRIDGE. @) REMOVE TREX-BOARD FROM PARKWAY. EXIST. FL EL£V PER PROFILE EXIST. BASE EXIST. PROP. FL ELEV COLD PLANE SURFACE PER PROFILE ELEVATION PER PROFILE EXIST. AC TYPICAL SECTION VIA UDO -NO SCALE ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 ~ (949) 660-0110 FAX: 660-0418 /~~~ 9/7/49 CON PE 40496 • DAfE ' lYP. 68 15+50 • PROPOSED FINIS SURFACE AT 11:0• N7o CNTERLINE--- '-' Ol---~-0 i.rim l""l N "l <O + .. CD~ ~ _ _ _ _ ____ EXISTING __ TOP OF CURB AT 11.0' N/0 CENTERLINE ---..;___ ---- ----0.20% -----------------------D:38Y. ------------ -1.50% ----------'-0.20%--- 16+00 16+50 BRIDGE RECQRO __ RAWINGS These R cord Drawings have been prepared b sed on information submitted, in p by ------olliers. While this information is believed to b -reliable, CTiy ofNewport Beach is ot Responsi le·fodts nccuracy; nor for errors or missions which·may have been inco orated _ into thes _ plans as a result. 17+00 lYP. 68 17+50 r-- N SCALE: 18+00 ----------w ---------- LEGEND: 68 lYP. I \ \ \ 11 SAWCUT LINE I 2.5' PROP. FL EL£V PER PROFILE EXIST. FINISH 1 1 SURFACE 3/8" LIP,1,-I':,.'s,;~~;;;;~f 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 8.88' lolltJ. LEVELING G8clRSE & 0.17' OVERLAY COURSE TYPE ARHM GGC REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE lll-82-AR4000 W/ 8.88' MIIJ. LE'tELlt&OURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC 0.08' MIN. GRIND W/ 0.17 OVERLAY COURSE TYPE ARHM GGC PROP. CURB & GUTTER TO MATCH EXIST. TC ELEV EXIST. SIDEWALK PROTECT IN PLACE EXIST. CURB TO BE REMOVED EXIST. TC ELEV PER PROFILE .. 68 . •·· 11.0' PROP. FS ELEV PER PROFILE PROP. FINISH SURFACE 2 13 11,0' EXIST. FS ELEV PER PROFILE 68 lYP. TOP OF EXIST. PVMT 68 EXIST. TC ELEV PER PROFILE HORIZ: 1"=20' VERT: 1''=4' PROP. FINISH I PROP. FS ELEV PROP. FS ELEV PER PROFILE SURFACE ;---'--------' I ·,i: PER PROFILE I CURB REPLACEMENT DETAIL NO SCALE & 03/23/2010 AS-8UILTS NO. DATE DESCRIPTION OF REVISIONS COLD MILL EXIST. SECTION 212'T03'' 20 I 10 D 20 j ! I SCALE IN FEET TYPICAL SECTION VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 1 inch = 20 ft. VIA UDO BRIDGE -NO SCALE APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.B. 07 08 09 C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION VIA LIDO -STA. 12+00.00 TO 17+72.27 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 9 OF 15 t ,, t- ,, l I ---------------- 1--------l 20 I------------------ -0.55% I - ----------r-w--;-- - - --- 20 --------------···------------------------ -------------------------------- -1.25% --- =----- - - -- ----- EXISTING/PRO OSED TOP OF CURB AT 20.0' N/0 CENTERLINE -PROPOSED FIN SH SURFACE ON CROWN/CE TERLINE -u 0 >-.., 0 "-LO U1-i.n NO> .... +ci ci ~NN EXISTING/PR_OP SEO TOP OF CURB AT 20.0' s/o ENTERLINE ------ -u g1-~ -------_I,(} 0,-a, -,-. "' .... + cri cri _a,....,_.,..._ - -,....__ -----~ f'ROF'OSED FINISH SURFACE ----ON ·CROWNjCENTERLINE-·----- -2.04% ------,...__ -- "' 0 (/)-N 0~1..,_ d a ~ 0 1""')o.o- +"? "':: ~ om en a::: N r-,e..-O ----- ------- o~.....1 q "- "' --Na,..,_ + .. "' "' N --- 0 ~ _J 0 -"- Oro oo "' .... a, ----- -u gf::-: ... ~ di""),.,., "' .... "' 0"' ,-. ---- b OV) ~ "! Ou..,--0 ,ri ~ ,-.._tO --0 oo z O tO tO 0::: N..-.:::::,(!) ,-. ,-. -----~.-..... ------ ----z-i5 u ~ z i5 ------0 -~ ~ ---------------------------- q~ d OU)(/)::=: ~t0N □ -----------C'.!: a:;i -~ ..... (0 (0 a::: (',Jr-.:::.(!) EXISTING FLO LINE AT 30.0' N/ CENTERLINE --:-----------· -------------- PROPOSED FINISH" StJRFACE --- LO(ON 0 ,-.._tOCO:Z + .. -.-LO Ln a::: (',Jr-.-(.!) -~- RECO TIRAWINGS----------- Thes Rec~rd Drawings have been prepare baseilonTrirormalioiisubmilted, in _art; by - oilier :-Wliile this iilfonnatiortis believed obe reliable; City of Newport Beach 1s not-- -Resp nsible fodts-accuracy,-nor-fmerrors or omissions which may have been 1 corporated into ese_plans as a_result. _____ __ _ . _ ------·-- g -1.49, z w w U) 20 20 f-------1 EXISTING FLOW LIN A-f-30.0' S/0 C ER!::tNE---------1-------------lf-----------t-----1 20 f-------i z __ 5 __ ~ 0~ _J N LL, __ "' "' "' ,-. "'0 · · · + LO· In N.-.... ------ SCALE: HORIZ: 1 "=20' VERT: 1''=4' 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 ' / __ / ' ,/ "" /' l-~/1\:::;;:;;1;,..,:----------------------------------------(220oi)'.;3iq:or----------------------------:7-~-;.,/;,t.·=~-=--__:_------f---(21 34 r-- N I al + ,-. - ill ell "' a, + ,-. - I ell -H "' 0 + + ,-. "' - '! I / j 1 Sf G ;lj + "' E G 49 E B E f!! + "' -~--------{ G E -H .... + "' G E 8 - G G E ISi PB ~ + 0 N E al + 0 N 21 34 -+ N gj 49 + N i-------------------------------------------------{:203011-----------------------------------------i CONSTRUCTION NOTES CD PROTECT IN PLACE Ci) COLD MILL VARL'-BLE DEPTH (0.08' TO 0.25') SEE PROFILE AND CROSS SECTION. 0 CD (j) @ COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE COURSE. G8PISffi86f 9.98' MIPI. fl IIGIOIESS AG LQ,'EblPIG G8URSE (Ill G.l AR4988). ffi FEA1HER ASPHALT CONCRETE PER DETAIL ON SHEET 3. @3 CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CONSTRUCT DRIVEWAY APPROACH PER STD-162-L. CONSTRUCT CURB & GUTTER PER CITY STD-182-L, (W=1.5'). ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CllY STD-111-L. REPLACE EXIST WATER VALVE BOX FRAME ANO COVER AND ADJUST TO GRADE PER CITY STD-511-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ,5' EXIST. TC ELEV 3/ ' PER PROFILE LIP ,-----;:,..: EXIST. FL ELEV PER PROFILE .5' i------/--(f(j_}}-+---!__----/'......_-(_::,.,,:;1-+--S-A-W~CU-T PROP. FINISH SURFACE 0.25' LI E 7.0' f-------{ 2 )----t---(4 /-rl EXIST. FS ELEV 1 ' PER PROFILE I ~-1~~• TOP OF EXIST. PVMT I EXIST. BASE TYPICAL SECTION VIA LIDO -NO SCALE COLD PLANE SURFACE ELEVATION PER PROFILE EXIST. AC VIA LIDO REFER TO PLAN FOR REMOVAL LIMITS 2D 3o lYP. BOTH SIDES OR CD EXIST. PROP. TC ELEV PER PROFILE EXIST. PROP. FL ELEV PER PROFILE ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS CONSTRUCTION NOTES 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 SAWCUT LINE I 2.5' PROP. FL ELEV PER PROFILE EXIST. FINISH 1 1 SURFACE 3/8" UP I PROP. FINISH I SURFACE t-i '-----~ I PROP. CURB & GUTTER TO MATCH EXIST. TC ELEV EXIST. SIDEWALK PROTECT IN PLACE EXIST. CURB TO BE REMOVED CURB REPLACEMENT DETAIL NO SCALE & 03/23/2010 AS-BUILTS ell "' + o-i @ @) @ @ @) @ CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ SAWCUT AND REMOVE EXISTING SIDEWALK. ® CONSTRUCT SIDEWALK PER CllY STD-180-L. ~ (949) 660-0~ FAX: 660-0418 ✓/~--9/2/4r DAVID L. BACON PE40496 DA1E NO. DATE DESCRIPTION OF REVISIONS ' ' 56 49 (4 EA.) / / ~~ 49 49 1-----~---------~'-<20 301------------~'-. / / 102 LEGEND: ma 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 0.08' MltL LEVELltW COURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC I \ \ I 11 REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE lll-82-AR4000 W/ 0.06' Mlt~. LEVELIN&OURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC 20 I 10 I 0 20 ! l 0.08' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE ARHM GGC APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.B. 07 08 09 SCALE IN FEET 1 inch = 20 ft. C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIAANTIBES STREET REHABILITATION VIA LIDO-STA. 17+72.27 TO VIA ANTIBES PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 1 Q OF 15 --' --' 01..J.... 01..J.... ~--.... ~.,........_ II) r--0 '<;j- 1'---0J O<D ------------+--------------±-c--.i----------·---±/c-,-" -------------------------------.-----~ N~ -----------------t : I ' 1+50 I l:_ VIA LIDOS U - - ---+--------------·----- 2+00 1/2 103 _j ( 100 102 105 (J TV PB T ' ' 117 104 106 -+-------------- 2+50 119 &j 108 . __ EXISTING. FLO .. LINE _____ _ AT 70.0' N/0 CENTERLIN ------------- 3+00 3+50 121 123 T 112 200 VIAANTIBES 4+00 204 1/2 4+50 ,,,t-~ / / r:i* / ~--------~ ~,/ NOTE; SEE AC OVERLAY GRID ON SHEET 5 FOR ADDITIONAL FINISH SURFACE ELEVATIONS. 9 20 21 22 28 34 36 204 206 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 ~:49)6~ FAX:660-0418 ~{{" ;,..--....-51/2/4:z, DAVI . 8 CON PE 40496 I DAT!!' REFER TO PLAN 2D 3o FOR REMOVAL UMfTS OR CD EXIST. PROP. TC ELEV PER PROFILE .... ~ ~~.: ·:1t. ·•.:•.~ • .. . ,. . . EXIST. PROP. FL ELEV PER PROFILE 9.29 INV .5' SAWCUT UNE 4+34.17 [/_ INT. VIA ANTIBES 4+48.92 [/_ INT. VIA LIDO NORD 200 1 35.5' EX STING TOP OF CURB AT ·14~•--qo--CENTERLINE 3+00 21.0' EXIST. BASE It 12.0' TYPICAL SECTION VIA ANTIBES -NO SCALE __ PROPOSE . FLOW LINE . FS ELEV PROFILE 3+50 P OF EXIST. PVMT .5' COLD PLANE SURFACE ELEVATION PER PROFILE EXIST. AC EXIST. FL ELEV PER PROFILE SAWCUT LINE EXIST. LANDSCAPE PROTECT IN PLACE PROP. LANDSCAPE 2.5' I 2.5' • -0.20% SAWCUT LINE I 4+00 PROPI FS ELEV PER tROFILE PROP. FINISH EXIST. FINISH SURFACE SURFACE I_ I L_ _ ___.__~__, __I .._ _ ____.~---' I I PROP. CURB EXIST. CURB & GUTTER TO BE REMOVED I I UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THE WORK. CURB & GUTTER REPLACEMENT DETAIL NO SCALE LEGEND: 20 I 10 0 I I 20 I 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 8.88' MIM. LE'o'ELltW GOURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC ffi REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE III-B2-AR4000 W/ 8.88' Mitt LE\/Ellt&8URSE & 0.17' OVERLAY COURSE TYPE ARHM GGC SCALE IN FEET ~ \ \ \ \I 0.08' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE ARHM GGC 1 inch = 20 fl. APPROVAL RECOMMENDED: >---+-------tt---------------------+----t PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER _& 03/23/2010 AS-BUILTS DESIGNED: DRAWN: M.F.P. M.F.P. NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: S.K. D.B. 07 08 09 illfil; EXISTI ·c;f[OW[INE'.------------ AT 21 5' E/0 CENTERLINE ----- -CONTRACTOW TO VERIFY-, IN POINTS-WITH EXISTING STORM DRAIN. N TIFY ENGINEER OF ANY ---------------------- ----- ------ ---------DISCREPANCIES OR CONFl CTS BEFORE STARTNG -CONSTRUCTION. SCALE: HORIZ: 1"=20' VERT: 1 "=2' 4+50 CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 COLD MILL VARIABLE DEPTH (0.08' TO 0.25') SEE PROFlLE AND CROSS SECTION. 0 ® (j) ® @) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. CONSTRUCT 12" SDR-35 PVC STORM DRAIN PIPE INCLUDING CONCRETE ENCASEMENT PER CITY STANDARDS AND SPECIFICATIONS. 69/dSfRUGf 9.80' MIit fl IICl(NESS Af) LEVELlll6 CSURSE (Ill 03 ,\IH898). ffi CONSTRUCT CATCH BASIN (L=3.5') PER CITY STD-300-L AND STD-305-L FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 3. @3 CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. t,4' CONSTRUCT NEW AC FULL DEPTH SECTION OVER COMPACTED NATIVE (0.33' '-cV lll-82-AR4000; 0.17' ARHM GGC). CORE AND CONNECT PROPOSED S.D. PIPE TO EXISTING CATCH BASIN. SAWCUT AND REMOVE EXISTING AC PAVEMENT SECTION. SAWCUT AND REMOVE EXISTING LOCAL DEPRESSION INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FIJLL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING ANO REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. SAWCUT AND REMOVE EXISTING SIDEWALK. SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FIJLL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L. @) CONSTRUCT CURB & GUTTER PER CITY STD-102-L, (W=1.5'). @ CONSTRUCT CURB PER CITY STD-182-L. @ CONSTRUCT SIDEWALK PER CITY STD-180-L. @) CONSTRUCT CURB ACCESS RAMP, CASE H PER CITY STD-181-L. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L. '49' REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER l:!V CITY STD-511-L. @) CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION VIAANTIBES PLAN & PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 11 OF 15 Q) "" rn I ! i C: g ~ .c rn .c: 8! Q) 11 0 :s! __, "' ;z ~ :§ rn "C 'e' .9- 0 1-----------------1-------------_j_ ____________ _ •----------------+---------------------- PROPOSED TOP OF CURB SEESHEET4 ----- -----------------+-------------I--+--- 1------j 1 0 ---- ------------------ -··----··------------------------·--·---------PROPCYSED-TOP OF CURB -----------SEE--SHEET 4-------------1---------~-._-+--- ----------------------------------------------------------- ------ 0 ....., ______ --"' ~ ------------ ------------+-- --------- ----~-------------~ -:-_----..\...._.:_·--~-----=----~:..:::__.:·· -----t-----------·-------------+----- 0 ci------0 o- -- -------------_J,.0 ~------+ . ~e ---------- 0 ~ 9-~--o- 0 '° +n 9e ------------+--------------------------------- -------------------------------------------------------------------------- --- --------------------------+----------------------+-------- ----------------------------------------------XISTING FLOW LINE EXISTING LOW LINE AT 12.5' /0 CENTERLINE T-12c5'··E/O CEN-TERtlNE-· -----·-------- ------------------------------------------------ --------------------------+--------+--------------------------+------ol-+-o ~ o~ 0~ u-;_ N <0 +n Oo::i 0~ ____ 0 LL _ o-~n +-"+.--0 ro 0~ 0 ~ ---~-~n ---------+ ~ '.='.8 0 ~ ---------~ LL ----o-0.,. - -----:t "1---:= 8 ---~1-"c:'~_ ---------_s ~ - -----------g ~-_____ , _____ --------------------------------------. - ------------------~ .:n::----~ ~ o~ ITT-+~ C's~ i.DITT +~ Noci - - -! ~ --.± ~ -----------------c'.::::e--------------------- PROPOSED . !NISH-SURFACE ON CROWN CENTERLINE --------------------------·w -- '-" ---------------------------------- --------------------+----------------------+----------------------+--- EXISTING FLOW LINE --+----------------+-----------AT 13.5' s/o ENTERLINE u.J "' °' -----~-~----------------- ---------------------z {!)-- Bi "----l;j-0 - 1-----j 10 i--------;-i-----------+------:-;;f----~-+--i:---------+----------4----------1-----------+-----------+-----------l-------------l-------------1-----f'--------l-----------+-f 10 1-------.I ------------------ 7+50 0 /f I I ----------------------------->---------------------------- ---------------------------·--·--....;.__·_-______ _ -------------------------- gG: ··--··ill ----------------l----1--------uj NO + "' ---------co~---- _......,,___ _______ .. _ -·----~ ----_J s~ ----_______________ ....,._-::-_- ---- -------------------------------------'' ' " , ...................... , ......... . --------------------------- SCALE: ----------------------------------------+ -------------------------------------------1-------------------- -----------------------------------·----------··-----1---- 8+00 8+50 9+00 9+50 10+00 10+50 11+00 \ ' ' \ ' \ ' ' \ ' . \ ' ' \ ' ' \ ' ' \ ' 1-:J-~=ts;;~~S::~:::;;;;:~;;;;;::i.;;_;;:-::;-;;;-;:::;;-;;;-=-;;;-tl;'==-;;;--~:;-;;;--;::-;--~:::;-;::;;:--";;;;;;;;;;::~;;;=-;;_;;:-=:-:t' ;;_;;;;;_;;_;:::;;-;;;--=-;;;------~y,---' -----M _ -M===~'"""--c...(---=====•---11...c'..====!--l--- f--------+--62<l'on3mof------------1 CONSTRUCTION NOTES CD PROTECT IN PLACE Ci) COLD MILL VARIABLE DEPTH (0.08' TO 0.25') SEE PROFlLE AND CROSS SECTION. © 0 @ REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE COURSE. smlo"fRYGF 0.08' Ml~I. "fHIQK~I••· .~Q lf'JfblMQ QOYRSE (Ill Q~ AR1000). ill CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ REMOVE EXISTING POLE. @ @ ® @ ® ® SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CONSTRUCT CURB & GUTTER PER CITY STD-182-L. (W= 1.5'). CONSTRUCT CROSS GUTTER PER crTY STD-185-L AND DETAIL ON SHEET 4. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L. REPLACE EXIST SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CITY STD-511-L. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ SAWCL/T AND REMOVE EXISTING SIDEWALK. @ CONSTRUCT SIDEWALK PER CITY STD-180-L. 46 18 w 58 57 .5' VIA OPORTO 7.0' SAWCUT U E .5' '-4------141---'----~21---..i..----+21---..i..-~4!->--1 TYP. BOTH SIDES OR EXIST. TC ELEV PER PROFILE EXIST. FL ELEV PER PROFILE PROP. FS ELEV PER PROFlLE PROP. FINISH SURFACE 0.25' EXIST. BASE I EXIST. FS ELEV I 1' G) EXIST. PROP. TC ELEV PROFILE I P OF EXIST. PYM 3/8' PER PROFILE UP :L..--------i OLD PLANE SURFACE ELEVATION PER PROFILE EXIST. AC EXIST. PROP. FL ELEV PER PROFILE TYPICAL SECTION ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / (949) 660-~ FAX: 660-0418 ~-// CJ/9/4/ DAVID L. BACON 40496 DATE 1 VIA OPORTO -NO SCALE 03/23/2010 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS 11+50 i----\:20 30/)-----, 12+00 VIA MALAGA SEE SHEET NO. 13 12+50 13+00 1. I ~ e ~------------------------·---------------- 0, !a o!a I 46 57 58 -:ti':i ':j:i':i ~ Nz Nz ..--6 ..--0 ~ ~ 12+19.22 (1_ INT. VIA OPORTO 0+00.00 C1. INT. VIA MAf.AGA 47 J LEGEND: ill 1!!!iJRm 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ e.eo· MIN. LEVELl~46 COURSE & = 0.17' OVERLAY COURSE TYPE ARHM GGC I \ \ \ II REMOVE AC SECTION OR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE lll-82-AR4000 W/ 8.08' hint LES'ELH&SURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC 0.08' MIN. GRIND W/ 0.17 OVERLAY COURSE TYPE ARHM GGC 20 10 RECORD DRAWINGS 0 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not Responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I SCALE IN FEET 1 inch = 20 ft. APPROVAL RECOMMENDED: HORIZ: 1''=20' VERT: 1"=2' 13+50 32nd STREET 20 C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION VIA OPORTO-VIA LIDO TO 32ND STREET APPROVED PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: M.F.P. M.F.P. CHECKED: DATE: S.K. D.B. 07 08 09 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 12 OF 15 ---·-----·-----t- ... ····-·---··· -- -------· .. ····-··----+--·-----· -----··· -··-- L=11.05'L=4.26'L=9.81' ......... ··----·----,-.,,.,,--,-,=r-c=-,------;--0.C. O.C. O.C. u ········----· -··· ------------------co---- 1--------l 1 0 ~ti _. _. o~[i c,o-;:::--ui.nuc.o ccioc:o 0.41% 1-------------c-------------------------------------·---·" ···------------- 10 - - ---------------!---·-··----·-·----.. -·- -----· ------------' EXISTING FL W LINE --------..... , ...... """ ""'"'"' .... ,. AT !."--i,....,.(AI..I TERLINE 0 .:-::i - 0~ ct ai I,{) a:, ""-"' ---a ~-Ci: ..... "l N '° + m 00 1-------------t-------------,-------------------- ------------·-·------· .. ------------ ----------. ---e--- ············ ···-·-·---------------+--······---·-----------t----------···-··""··-·------- --------------------------- 10 f------+------------j-----------j-------------1 -------------- -------------------------------------------------------------- -----------------------------+----------- ------------- - ------------------------------------- -----------------, ------------- ---+-----·--------I --t----------·--····---- 10 1-----/----------+-----------t------------i ---+-------------+-----·--·-------t---------··-·--- -----t-------------- +--------------·· ····-··-· -------------·--·-· ---------_, __ . ---------------- -------, ------------------,---------------------1 -l-----·-----------------------+--., __ ---------------·------·----··--·-------------------__ ,,., ... ,., __ _ CORD DRAWINGS - .. ·--·---··j--- Tliese Record Drawmgs ave een prepare ased onTiffonnal!on s bmitted, in part, by •• -others.-While·this informatio is·believed-to·be-reliable,Eity-ofNe ort·Beachis·not-···- ---+--------------------. -... -----------· -----------------··----------j ... -------·----. -·---1----- -· .. Respp_l)sJ!ik.fo.dts.accuracy ,.n r.for. errors.or. omissio11S..which.may. ave.been incorporated--·-····- into these plans as a result. ---------1-""---~---·-----+-----------+---· --··--·---------=-=·-=-J----1 ··-··-· -· ··---• - A ----··-------------------------------- 3433 I I o+oo VIA OPORTO SEE SHEET NO. 12 I 1 0 0 I ISi B -------------------J 0 0+00.00 11. INT. VIA MALAGA 12+ 19.22 11. INT. VIA OPORTO 475 JOIN I ( 9) ~ • 9.29 FS 9.13 FS_ \ ":I\ FS,GB . q / o, • 9.06 "' WV -= FSGB -,i > • K // 0 - ,x <AA ,,:/, I I I I SEE SHEET NO. 12 VIA OPORTO (,JOIN11 JOIN 9.24 ~ FS '\ FS I' ,q. 9.17 ~ r.-, FS.GB ... .., "1 0 R,,,. - <.!>~f"'lo -' u-' ~ SAW CUT LINE [,e~ ~li~tri i'li~~ u.. 1--u.. "'"' ;;i + ~ ...-I"') N<I" -N co CT! cq C?O? C"'/ O? ~ ..-:z . oi 00 a:, a:, O> a:, "' 0:, • a >-c to""" ~-0' 24.0' 3.0' ~~ ,< --~24129; ------ DRIVEWAY DETAIL AT STA 1+23 -STA 1+53 -SCALE: 1"=10' . 0+50 1+00 1+50 2+00 2+50 3+00 3+50 \ ~ \ 'i, s ¢ 3312 i----------------<f22n;o(;j3o)o ,------------~~---::!~ '~~~ 20 30 3355 503 505 T ' ' I ' ' I ' ' ti 9 25 -::2::,,5•~·= ,-.------.20 3011-------,-..i e~ 5 r ' ' 57 EE DETAIL HEREON 1 25 3303 25 58 57 3209 .5' BCR JOIN 6/3=42'53'35" 47 \ ~ ~ .5' VIA MALAGA e-----t----;13il--4------'-----+-~13,J----ll---~SA~W~CU"'T 7.0' Li E f---< 4 t---<t------1 2 >----...-----; 2 ,----,----; 4 ,-,_ TYP. BOTH SIDES OR LEGEND: & EXIST. TC ELEV PER PROFlLE PROP. FS ELEV PER PROFILE IMiiiii1iiii!ii 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-AR4000 W/ 8.88' MIN. LEVELING GOURSE & ~l!mill! 0.17' DVERLA Y COURSE TYPE ARHM GGC 1\\\\1 REMOVE AC SECTION DR 0.5' GRIND & REPLACE W/ 0.25' AC BASE TYPE III-B2-AR4000 W/ 0.88' MIN. LEVEW/J\OURSE & 0.17' OVERLAY COURSE TYPE ARHM GGC EXIST. FL ELEV PER PROFlLE D.08' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE ARHM GGC ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 /27' (9j9)660-0110 FAX: 660-0418 ~f/. ~.,_ 'JI c; Io '2 E40496 DATE 0.25' EXIST. BASE I EXIST. FS ELEV I 1' PER PROFILE I ~i~~• TOP OF EXIST. PVMT I OLD PLANE SURFACE ELEVATION PER PROFlLE EXIST. AC TYPICAL SECTION Vll\ MALAGA -NO SCALE &_ 03/23/2010 AS-BUILTS CD EXIST. PROP. TC ELEV PER PROFILE EXIST. PROP. FL ELEV PER PROFILE ND. DATE DESCRIPTION OF REVlSIDNS 4+00 3+61.91 11. INT. VIA MALAGA 11+ 78.98 11. INT. VIA LIDO 3300 SCALE: HORIZ: 1 "=20' VERT: 1"=2' CONSTRUCTION NOTES CD PROTECT IN PLACE. COLD MILL VARLI\BLE DEPTH (0.08' TO 0.25') SEE PROFILE AND CROSS SECTION. REMOVE AC SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.25' AC BASE COURSE. GONSfRl:ISf 8.08' MIPt fl IIGIHlESS AG LE'JE!:ING GOl:IRSE ~Ill 63 AR 1808~. @3 CONSTRUCT 0.17' AC RUBBER HOTMIX (ARHM GGC) OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. GSNSfRl:ISf Pleil AG Fb'l:L BEPfl I SE6f18N SW:R GOMPAGfEB NArlW: ~0.33' Ill 82 .'1R1808, 0.17' ARI IM 666~. SA'+VGUf ANS REMSVE EXISflNG AG PPNEMENf SEGf!Otl. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING SIDEWALK. SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING SIBEET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. REMOVE AND REPLACE CURB CORE ORAN. CONSTRUCT DRIVEWAY APPROACH PER STD-162-L @ CONSTRUCT CURB & GUTTER PER CllY STD-182-L, (W=l .5'). ® @ CONSTRUCT SIDEWALK PER CllY STD-180-L [ ?fr---..-...._ @ @ @ ® ® @ CONSTRUCT CURB ACCESS RAMP, CASE H PER CllY STD-181-L. CONSTRUCT CURB ACCESS RAMP, CASE K PER WY STD-181-L. I 20 10 0 20 40 -1 --1-"' _, --1 -j SCALE IN FEET 1 inch = 20 ft. APPROVAL RECOMMENDED: REPLACE EXIST SEWER CLEAN OUT FRAME ANO COVER AND ADJUST TO GRADE PER CllY STD-511-L. REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER Cf!Y STD-511-L REPLACE EXIST PULL BOX FRAME PER Cf!Y STD-204-L AND ADJUST COVER TO GRADE. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER . TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. RIGHT-OF-WAY DATA TABLE DELTA RADIUS TANGENT LENGTH A 128'40'4~' 10.00' 20.82' 22.46' C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION VIA MALAGA -VIA OPORTO TO VIA LIDO PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DA TE: S.K. D.B. 07 08 09 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5961-S SHEET 13 OF 15 12" WHITE X-WALK 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. 63 GREEN W/ "30 MIN LIMIT 7AM TO 6PM" (L=20') PARKING METER (lYP) GREEN W/ "30 63 60 DETAIL g SEE DETAIL FOR 61 YELLOW W/ 63 "LOADING ZONE ONLY 20 MIN 7AM TO 6PM" (L=20') 61 DETAIL SEE DETAIL FOR HI-VIS X-WALK RED(L=33') DETAIL 9 MIN LIMIT 7AM TO 6PM" (L=20') + lYPE IV(R) 12" WHITE X-WALK r@r"'l:...---\--~~:i:::~~-~ 65 -. - ~t~~~~~=-==RE=D~6~3=(-~L-=~3t4~')j~f~~~~~;J6~3 RED(L=21 ') . . 63 RED(L=34') 63 RED(L=4') SEE DETAIL FOR CHEVRON MARKING 60 12" 0 @p_ DETAIL A(_L=40') 0 - lYPE IV(L) 61 ;:,, ;... + I • n . ~i~ -GREEN W/ "30 63 MIN LIMIT 7AM i f GREEN W/ "30 63 MIN LIMIT 7AM i RED(L=3B') 63 TO 6PM" (L=40') DETAIL 38 (L=65') 60 TO 6PM" (L=20') NEWPORT BLVD. RED(L=5') 63 WHITE W / "PASSENGER 63 LOADING ZONE ONLY 3 MIN LIMl1' (L=55') RED(L=l 2') 63 ea ea f + • 61 (2) i ' + ""'"' -~ + PARKING STALL MARKING + EXIST PCC MEDIAN i f + i • 61 (2) DETAIL 9 60 • + , + SEE DETAIL FOR 60 VIA LIDO PARKIN3A~~~~t • i f ;... + ;:,, J lYPE IV(L) 61 i RED(L=42') 63 63 RED (L=1 i 65 0 - 0 - 60 DETAIL 3B(L=65') DETAIL 9 60 DETAIL 22(L=5 DETAIL 22(L=35') DETAIL 9 VIA OPORTO I- LL w ....J s 0 ....J w ((I w w (f) 40 I 20 0 I I SCALE IN FEET 1 inch = 40 fl. SEE SHEET NO. 15 40 l LI M IT LI N E ----.____: " I 4• I 8' (TYP) TYPICAL LAYOUT HI-VIS X-WALK NOT TO SCALE WHEN L=40' LIMIT OF CURB MARKING PER PLAN WHEN L=20' LIMIT OF I CURB MARKING PER PLAN , ,.,,,,--PARKING METER 13' CD" ~CURB ;... 20' 4"WHITE (TYP) 20' TYPICAL PARKING STALL MARKINGS NOT TO SCALE ------12"WHITE (lYP) IJ• / 8"WHITE (TYP) :> 14' 10 I RED I '1YPI SEE DETAIL FOR 60 PARKING STALL MARKING PARKING METER (lYP) SEE DETAIL FOR 60 RED(L=3 RED(L=20') 63 60 SEE DETAIL FOR ) HI-VIS X-WALK RED(L=6' 63 CONSTRUCTION NOTES CD PROTECT IN PLACE. I- I (9 0::: w > 0 ((I <( w w (f) DETAIL 22(L=42') 60 RED(L=6') 63 ;p ,.. / :,-S / ·-~/ /12'.. ~~ITE 60 X_;::WAILK 63 RED(L=54') '6CP PAINT STRIPING. STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALJFORNIA '::!:Y MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) 2006. PAINT STRIPING LEGEND AND ARROWS. STRIPING LEGEND AND ARROWS SHALL @ GENERALLY CONFORM TO THE CURRENT CAILFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. PAINT STOP AND LIMIT LINE PER DETAIL. PAINT CURB LIMITS AND COLOR PER PLAN. INSTALL SIGN TYPE AND LOCATION PER PLAN. INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L INSTALL TYPE E 6' DIAMETER CIRCULAR INDUCTIVE LOOPS 1' BEHIND LIMIT LINE ANO CENTERED IN LANES AS SHOWN, PER THE SPECIFICATIONS AND CALTRANS STANDARD PLANS ES-SA and ES-58. LOOPS SHALL BE SPLICED IN SERIES, 40 I r::--i , + ~ ~ -0 ~ 0 ~ . --~ ~ + r--> • 20 0 j j SCALE IN FEET 1 inch =40 fl. i RED 63 60 DETAIL 22 61 (2) 61 (2) DETAIL 9 60 HI-VIS X-WALK (L=15') RED 63 RED 63 RED 63 RED 63 RED 63 RED 63 RED 63 (L=30') (L=6') (L=6') (L=6') (L=11') (L=17') (L=18') i co - 238' 0 - ea + + + + + • 60 SEE DETAIL FOR PARKING STALL MARKING DETAIL 9 60 61 (2) 61 (2) DETAIL 37B(L=130') 60 60 SEE DETAIL FOR PARKING STALL MARKING 40 l 63 GREEN W/ "30 MIN LJMIT 7AM TO 6PM"(L=20'} 63 YELLOW W/ "LOADING ZONE 20 MIN LIMIT 7AM TO 6PM"(L=40') VIA LIDO 63 GREEN W/ "30 MIN LIMIT 7AM TO 6PM"(L=20') 6 RED(L=18') 63 RED(L= 7') RED(L=9'} 63 PARKING METER (lYP) SEE DETAIL FOR 60 PARKING STALL "~ MARKING RED(L=6') 63 " RED(L=13 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 /4 (:,:~ FAX: 660-0418 ./r--~ 9qoz: DAVID L BACON 40496 'o E RED(L=6') ' ' CHEVRON + 0 s ~ ~ ED(L=15') ~l:l NOT TO SCALE + ~ (LENGTH PER PLAN) 5' 5' 61 lYPE IV(R) 60 DETAIL 38(L= 70') •CENTER ARROW WITHIN WIDTH OF POCKET oW zZ uJ_J 12" WHITE X-WALK 60 TYPICAL TYPE IV ARROW LOCATION 61 lYPE IV(R) SEE DETAIL FOR PARKING STALL MARKING 6 GREEN W/ "30 MIN LIMIT 7AM TO 6PM" (L=20') NOT TO SCALE 100' FOR SIGNALIZED INTERSECTION• 50' FOR NON-SIGNALIZED INTERSECTIONS DIRECTION OF TRAVEL 4' TYP. 4" WHITE TYPE A WHITE NON-REFLECTIVE (4' c-c) TYPE G ONE-WAY CLEAR REFLECTIVE * -UNLESS OTHERWISE NOTED STRIPING 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. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL 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. DETAIL "A" NOT TO SCALE 12" WHITE BCR/ECR GUTTER LOW W/ "LOADING ZONE 7AM TO 6PM" 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. ' ED(L=l O') I _& 03/23/2010 NO. DATE AS-BUILTS 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FlRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK'' LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. LOOPS SHALL CONSIST OF THREE TURNS OF TYPE 1 WIRE SPLICED TO EXISTING DLC'S IN THE APPROPRIATE PULL BOX. 10. THE ENGINEER SHALL APPROVE DETECTOR LAYOUTS PRIOR TO SAWCUTTING PAVEMENT. 11. SAWCUTS SHALL BE FILLED WITH HOT-MELT RUBBERIZED ASPHALT SEALANT. 12. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 13. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. APPROVAL RECOMMENDED: TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET NOT TO SCALE CURB C-4096 VIA UDO, VIA OPORTO, VIA MALAGA & VIA ANTIBES STREET REHABILITATION VIA LIDO-NEWPORT BLDV. TO LAFAYETTE AVE. ANTONY BRINE, RCE 45521 CllY TRAFFIC ENGINEER DESIGNED: DRAWN: S.K. S.K. STRIPING PLAN R-5961-S DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: S.K. D.B. 07 08 09 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 14 OF 15 Ii.· ,, i: ' . 0 z 1- PARKING METER (lYP) 60 SEE DETAIL FOR PARKING STALL MARKING 63 RED DETAIL 39 60 (L=75') 61 63 RED 63 RED 60 DETAIL 39 (L=260') 61 VIA LIDO SOLID '\ "i RED 63 I-LL w _I w - w --------' + " f + "'' ;::::::::===::l:: .. ~"'~2t;;~:s:==~6~0~D~ET~A~IL~2~2J======::'.::=============f===~~~~=====;=~============±::;E:i~ir::::::::.--I 40• --:;:::"--;::-1-J~§.Bt'l'---___Jj5Q'.5' __ ::_'"'J..._ __ 52b01'...''-----, "' '--'F---------11--------"---~-~--------' W r. - I' ' .. It') ..... "' DETAIL 38 (lYP) 60 0 I') 'DETAIL 22 s 0 _I w Cl) 0 - lYPE IV(R) 61 ~ ....... ~"'1\\P~E:D;~~~~~~\~~~~~~~:::\';;;;:-6-l _lY_;P:;:1~ 29 60 ~"' ...... e::::-:.i::::..=-=-~"'t-·~=-=-~=-=--~';?~~-~~:.i:-:.~::::::==========r======================iz::"'~-S:::::~E~=s~-~4===:p===~-~====:;:==:;:==~=::::::::::: ::::::::~====i:=:::lz:::=:J.1=:=!=l==!====""':!=8=' ~~z!·o~· lr't;:"". ~ DETAIL 22(L=37 t:: t Df!}66,1 60 0 .., N • "' N -145' v . - f + ' f ' r-- w w w DETAIL 38(L=43 ;;~¾cf:S~~~=,;~ ;tA(R=342',~~30~E[t!s6') 60 RED 63 VIA LIDO 61 DETAIL 38(L= ETAIL 38A(R=110',L=19') RED 63 ( HITE X-WALK lYPE IV(L) 61 L=6') 60 DETAIL 38A(R=110' ,L=29') 60 DETAIL 38A(L=26') LAFAYETTE RD RED 63,t---1 (L=67') f:.3 15 RED(L=6') 63 DETAIL 32 60 \ r------(60 DETAIL 21 3' JOIN EXIST I j 18' 18' VIA LIDO SOLID CONSTRUCTION NOTES NO. DESCRIPTION G) PROTECT IN PLACE VIA ANTIBES '6Q' PAINT STRIPING. STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNLo\ ~ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. PAINT STRIPING LEGEND AND ARROWS. STRIPING LEGEND AND ARROWS SHALL @ GENERALLY CONFORM TO THE CURRENT CAUFORNLo\ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. @ PAINT STOP AND LIMIT LINE PER DETAIL. @) PAINT CURB LIMITS AND COLOR PER PLAN. @) INSTALL FIRE HYDRANT MARKER PER CrTY STD-902-L. 40 20 0 40 I I ! I SCALE IN FEET 1 inch = 40 ft. STRIPING 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. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL 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. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALIKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE, 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. LOOPS SHALL CONSIST OF THREE TURNS OF TYPE 1 WIRE SPLICED TO EXISTING DLC'S IN THE APPROPRIATE PULL BOX. 10. THE ENGINEER SHALL APPROVE DETECTOR LAYOUTS PRIOR TO SAWCUTTING PAVEMENT. 11. SAWCUTS SHALL BE FILLED WITH HOT-MELT RUBBERIZED ASPHALT SEALANT. 12. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 13. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 10 FAX: 660-0418 9 q 0 ~ 8' (TYP) TYPICAL LAYOUT HI-VIS X-WALK NOT TO SCALE WHEN L=40' LIMIT OF CURB MARKING PER PLAN WHEN L=20' LIMIT OF I CURB MARKING PER PLAN , ~ PARKING ~ -CURB METER 4" WHITE (TYP) 20' TYPICAL PARKING STALL MARKINGS NOT TO SCALE 20' BCR ECR GUTTER TYPICAL STOP AND LIMIT LINE MARKING NOT TO SCALE & 03/23/2010 CURB AS-BUILTS 40 I ~ ~ -I I- I 20 0 I I SCALE IN FEET 1 inch =40 ft. 40 I RED 63 GREEN W/ "30 MIN LIMIT 63 7AM TO 6PM" (L=40') SEE DETAIL FOR 60 PARKING STALL MARKING lYPE IV(R) 61 63 RED(L=80') "' DETAIL 39 z -w 8z m :::J / / 63 GREEN ~r MIN LIMIT 7AM\ 6PM"(L=20') CURB L..L..11 = :::S L..L..11 = o::x:::,, >--I _4• .... 1 _1_0· _,I ...Lj1 __ 10_· -i-l-4-• I 5' TYPICAL BIKE LANE MARKINGS NOT TO SCALE ~ (LENGTH PER PLAN) 5' •CENTER ARROW WITHIN WIDTH OF POCKET 4' TYP. TYPICAL TYPE IV ARROW LOCATION NOT TO SCALE 100' FOR SIGNALIZED INTERSECTION, 50' FOR NON-SIGNALIZED INTERSECTIONS DIRECTION OF TRAVEL 0W zZ W_j ,f WHITE TYPE A WHITE NON-REFLECTIVE (4' c-c) TYPE G ONE-WAY CLEAR REFLECTIVE 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. APPROVAL RECOMMENDED: • -UNLESS OTHERWISE NOTED DETAIL "A" NOT TO SCALE C-4096 VIA LIDO, VIA OPORTO, VIA MALAGA & VIA ANTI BES STREET REHABILITATION VIA LIDO-LAFAYETTE AVE TO VIAANTIBES & VIAANTIBES ANTONY BRINE, RCE 45521 STRIPING PLAN CllY TRAFFIC ENGINEER DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5961-S S.K. S.K. DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 15 OF 15 S.K. D.S. 07 08 09