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HomeMy WebLinkAboutR_6021_SCITY OF COSTA MESA VICTORIA ST z w « 15TH ST -f---Ca:'.c+---,<. cc: 0 (D cc: <>'. :r: JOHN WAYNE >c1 AIRPORT ,<'; 1'<"<"4: c,.,~ 100'. 0' 0. ,p CITY OF IRVINE lJN\\/£1<S\ TY PUBLIC WORKS DEPARTMENT OCEAN PROJECT LOCATION >-0:: 0 n_ VICINITY MAP NOT TO SCALE SYMBOL LEGEND • oco ® <yj> ffiWM □GM -------0------ -x-x-x- POWER POLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER BOX & SERVICE GAS METER VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCK WALL ~ TREE C} {J SHRUBBERY = .= .= -=.. ASPHALT PAVEMENT ;:;:;:';.'';.';.';';'; BRICKWALK 1.·.· .. ·.• .· •. I CONCRETE ~////////,JI BUILDING _ _ _ _ EXISTING CONSTRUCTION -- ---PROPERTY LINE NEW CONSTRUCTION ___ <;. ___ CENTERLINE ----S----SEWER LINE -----W-----WATER LINE - --G - - -GAS LINE --E--POWER LINE --JT--JOINT TRENCH -T--TELEPHONE LINE -CTV -CABLEVISION LINE -SP --SPRINKLER SYSTEM :a: STREET LIGHT SIGN ABBREVIATIONS 3' w z SHADING LEGEND: (FOR PLAN & PROFILE SHEETS ONLY) ARV AIR RELIEF VALVE BLK BLOCK D NEW P.C.C. PAVEMENT BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION Cl CAST IRON CNB CITY OF NEWPORT BEACH D NEW P.C.C. (SIDEWALK/ CURB/GUTTER/ACCESS RAMPS) (t CONSTRUCTION STATIONED LINE CL CLASS CLR CLEAR CATV CABLE TV DWY. TX. DRIVEWAY TOP OF "X" E ELECTRIC (SCE) EXIST EXISTING FM FORCE MAIN FE FLANGED END FL FLOW LINE FLG FLANGE GB GRADE BREAK GE GROVED END GV GATE VALVE G GAS IP&T IRON PIPE AND TAG MILS MILLIMETERS MIN MINIMUM MJ MECHANICAL JOINT NG NATURAL GROUND NTS NOT TO SCALE NW NORTHWESTERLY NO NUMBER PE PLAIN END PROP PROPOSED RET RETAINING RWY RESILIENT WEDGE VALVE SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE SCO CLEANOUT (SEWER) SHT SHEET STL STEEL CL CONSTRUCTION STATIONED LINE SQ SQUARE S SEWER STL STEEL T TELEPHONE TV CABLE TELEVISION W/ WITH W WATER EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT DAY (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-338-2060 (800)-422-4133 BAY AVENUE WEST PAVEMENT REHABILITATIO N (8TH STREET TO 15TH STREET) APPROVED: /;j NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-388-2000 (800)-422-4133 C-484 A PUBLIC WORKS DIRECTOR R. .E. NO_ 47961 NEWPORT CHANNEL ~ --------------------- LOCATION MAP NOT TO SCALE -PROJECT AREA DATE: OJ 8 IT] 0 0 0 0 0 RECORD DRAWINGS These Record ~rawings h~ve_been_ prepared based on infonnation submitted, in part, by others. \/Vhile this information 1s believed to be reliable, City of Newport Beach 1s no! responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SHEET INDEX TITLE SHEET STREET END IMPROVEMENTS [}] BAY AVENUE FROM 38+50 TO 42+25 BAY AVENUE FROM 10+37 TO 14+75 ~ BAY AVENUE STRIPING PLAN BAY AVENUE FROM 14+75 TO 19+50 BAY AVENUE FROM 19+50 TO 24+25 BAY AVENUE FROM 24+25 TO 29+00 BAY AVENUE FROM 29+00 TO 33+ 75 BAY AVENUE FROM 33+ 75 TO 38+50 DA TE \\., t .... I ,_ 1. 2. 3. 4. GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR, DIMENSION. AND FINISH TO ADJOINING IMPROVEMENTS. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. CORRELATION OF DRAWINGS AND SPECIFICATIONS. AN'i"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 ANO SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 REMOVE EXISTING & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-l., STD-180. Ci) NOT USED 0 REMOVE DRINKING FOUNTAIN AND PULLBOX, CAP 1 /2-INCH WATER LINE AND RESTORE SURFACE. 0 REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNS STD-180-L. © REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNS STD-406-L (jJ REMOVE AND REPLACE METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L ® REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE AND RECONSTRUCT TYPE "A" PCC C&G PER CNS STD-182-L. @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L. @ ADJUST EXIST. UTILITY BOX GRADE. @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS (SCE, GAS CO., AT&T) . r,;\ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF \'..::1/ STD-162-L, STD-163-L. @ NOT USED @ REMOVE AND REPLACE ELECTRICAL PULLBOX TO GRADE. @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @ CONSTRUCTION P.C.C. CONCRETE WALL AND BASE TO ELEVA llONS PER PLANS. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2 @ INSTALL /16 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2-INCH SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS USING DIRECTIONAL BORE METHOD. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. @ REMOVE VAULT AND BACKFILL WITH GROUT. @ ABANDON EXISTING STORM DRAIN LINE IN PLACE. @ CONSTRUCT CURB INLET OL-A CATCH BASIN WITH MANHOLE IN SIDEWALK PER CNS STD-305-L @ INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ TRANSPORT AND INSTALIL BEACH SAND BETWEEN CONCRETE WALIL AND BAY. FINIAL SAND GRADE SHALL BE 3-INCHES BELOW CONCRETE WALL ELEVATION. @ REMOVE EXISTING CONCRETE STEM WALL. @ REMOVE EXISTING OUTLET PIPE. ® REMOVE EXISTING TIDEGATE. ® REMOVE EXISTING SIGN AND REPLACE PER DETAIL. ® NOT USED @ INSTALL 12-INCH SDR-35 OUTLET PIPE WITH PIPE ANCHORS PER APPLICABLE SECTIONS OF CNB STD-314-L. @ INSTALL 18-INCH SDR-35 OUTLET PIPE WITH PIPE ANCHORS PER APPLICABLE SECTIONS OF CNB STD-314-L. ® NOT USED @ INSTALL 12-INCH CHECKMATE CHECK VALVE. @ INSTALL 18-INCH CHECKMATE CHECK VALVE. @ CONNECT TO EXISTING 10-INCH RCP. ® INSTALL 12-INCH RCP STORM DRAIN PIPE. @ INSTALL 2-1/2-INCH SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. N BAY AVENUE WEST TITLE SHEET F W O C ALI TY CI O F N E N I A R A H C RT OP B E C-4840 BAY AVENUE WEST PAVEMENT REHABILITATION (8TH STREET TO 15TH STREET) 10 R-6021-S C-4840 1 PAVEMENT REHABILITATION AS-BUILTS 1/17/14 CITY OF COSTA MESA VICTORIA ST 17TH ST ~ -' (D JOHN WAYNE >.1 AIRPORT q,.-1-1 ~& "'a ij> CITY OF IRVINE UN\\/ERS\1Y BONJr1>, PUBLIC WORKS DEPARTMENT HILLS OC[AN PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Oco SANITARY SEWER CLEANOUT ® SANITARY SEWER MANHOLE ~ FIRE HYDRANT HlWM WATER METER BOX & SERVICE □GM GAS METER --------®----VALVE POWER POLE ANCHOR if:), MONUMENT -x-x-x-FENCE ==== BLOCKWALL ~ TREE () {J SHRUBBERY -'"'-.,,, .,,, .,,,__ ASPHALT PAVEMENT ;:;:;:;:'::;:'::;:': BRICKWALK 1 • • • : :I CONCRETE ~aanu/A BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---t.---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G-- -GAS LINE --E--POWER LINE --JT--JOINT TRENCH -T--TELEPHONE LINE -CTY -CABLEVISION LINE -SP--SPRINKLER SYSTEM STREET LIGHT SIGN BASIS OF BEARINGS: ABBREVIATIONS SHADING LEGEND: (FOR PLAN & PROFILE SHEETS ONLY) ARY AIR RELIEF VALVE BLK BLOCK D NEW P.C.C. PAVEMENT BYCS BEGIN VERTICAL CURVE STATION BYCE BEGIN VERTICAL CURVE ELEVATION Cl CAST IRON CNB CITY OF NEWPORT BEACH D NEW P.C.C. (SIDEWALK/ CURB/GUTTER/ACCESS RAMPS) (l CONSTRUCTION STATIONED LINE CL CLASS CLR CLEAR CA TV CABLE TY DWY. TX. DRIVEWAY TOP OF "X" E ELECTRIC (SCE) EXIST EXISTING FM FORCE MAIN FE FLANGED END FL FLOW LINE FLG FLANGE GB GRADE BREAK GE GROYED END GY GATE VALVE G GAS IP&T IRON PIPE AND TAG MILS MILLIMETERS MIN MINIMUM MJ MECHANICAL JOINT NG NATURAL GROUND NTS NOT TO SCALE NW NORTHWESTERLY NO NUMBER PE PLAIN END PROP PROPOSED RET RETAINING RWV RESILIENT WEDGE VALVE SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE sea CLEANOUT (SEWER) SHT SHEET STIL STEEL CL CONSTRUCTION STATIONED LINE SQ SQUARE S SEWER STL STEEL T TELEPHONE TY CABLE TELEVISION W/ WITH W WATER EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT BENCHMARK: DAY (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-338-2060 (800)-422-4133 APPROVED: NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714 )-388-2000 (800)-422-4133 BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS POINTS "TRAK" TO "FVPK" BEING N67"14'53.B"W. ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "J-782", A 3 ¾" ALUMINUM BENCHMARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEY. = 7.142 FEET (NAYD88, YIEAR LEVELED 1989) PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 NEWPORT CHANNEL LOCATION MAP NOT TO SCALE -PROJECT AREA CALL TOLL FREE 1-800-472-4133 BEFORE YOU DIG DATE: ______ _ SHEET INDEX OJ Tl TILE SHEET IT] STIREET END IMPROVEMENTS ~ BAY AVENUE FROM 38+50 TO 42+25 0 BAY AVENUE FROM 0 BAY AVENUE FROM IT] BAY AVENUE FROM 0 BAY AVENUE FROM 0 BAY AVENUE FROM 0 BAY AVENUE FROM 10+37 TO 14+75 ~ BAY AVENUE STRIPING PLAN 14+75 TO 19+50 19+50 TO 24+25 24+25 TO 29+00 29+00 TO 33+ 75 33+ 75 TO 38+50 APPROVAL RECOMMENDED MARK HARMON DIRECTOR MUNICIPAL OPERATIONS DEPARTMENT DATE __________ _ 1. 2. 3. 4. GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. 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. CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 REMOVE EXISTING & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OYER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180. G) NOT USED © REMOVE DRINKING FOUNTAIN AND PULLBOX, CAP 1/2-INCH WATER LINE AND RESTORE SURFACE. ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE AND REPLACE SEW\ER CLEANOUT TO GRADE PER CNB STD-406-L (j) REMOVE AND REPLACE METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. fc\ REMOVE AND REPLACE SEW\ER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE \V PER CNB STD-400-L ® REMOVE AND REPLACE WATER VAL YE FRAME AND COYER TO GRADE PER CNB STD-511-L. @) ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE AND RECONSllRUCT TYPE "A" PCC C&G PER CNB STD-182-L. @ REMOVE AND RECONSllRUCT TYPE "B" PCC CURB PER CNB STD-182-L. @ ADJUST EXIST. UTILITY BOX GRADE. @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS (SCE, GAS CO., AT&T). (,?\ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF \c.:;/ STD-162-L, STD-163-L. @ NOT USED @ REMOVE AND REPLACE ELECTRICAL PULLBOX TO GRADE. @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. r;;;,,, CONSllRUCTION P.C.C. CONCRETE WALL AND BASE TO ELEVATIONS PER 1-e:J PLANS. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2. @ INSTALL f/6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2-INCH SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS USING DIRECTIONAL BORE METHOD. SW\EEPS AND STUB-UP CONDUIT IN TO PULL BOX. @ REMOVE YAUL T AND BACKFILL WITH GROUT. @ ABANDON EXISTING STORM DRAIN LINE IN PLACE. @ CONSTRUCT CURB INLET OL-A CATCH BASIN WITH MANHOLE IN SIDEWALK PER CNB STD-305-L. @ INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ llRANSPORT AND INSTALL BEACH SAND BETW\EEN CONCRETE WALL AND BAY. FINIAL SAND GRADE SHALL BE 3-INCHES BELOW CONCRETE WALL ELEVATION. @ REMOVE EXISTING CONCRETE STEM WALL. ® REMOVE EXISTING OUllLET PIPE. @ REMOVE EXISTING TIDEGATE. @ REMOVE EXISTING SIGN AND REPLACE PER DETAIL. @ NOT USED @ INSTALL 12-INCH SDR-35 OUTLET PIPE WITH PIPE ANCHORS PER APPLICABLE SECTIONS OF CNB STD-314-L. @ INSTALL 18-INCH SDR-35 OUllLET PIPE WITH PIPE ANCHORS PER APPLICABLE SECTIONS OF CNB STD-314-L. ® NOT USED @ INSTALL 12-INCH CHECKMATE CHECK VALVE. @ INSTALL 18-INCH CHECKMATE CHECK VALVE. @ CONNECT TO EXISTING 10-INCH RCP. ® INSTALL 12-INCH RCP STORM DRAIN PIPE. @ INSTALL 2-1/2-INCH SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN llRENCH. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. REVIEWED SENIOR CIVIL ENGil£ER R.C.E. NO. 65329 C 0 w '-" ' DATE ·;;: I -..,.;;.,,;;~~~~~1---------------1 w .. u_ DESIGl£D PT DRAWN PT CITY OF NEWPORT BEACH Vi 1---------1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET IL 10/29/12 -------------------------------------------------------------------------------------------------------------------------------------------------------"" 2 10 R-6021-S C-4840 14 T H S T R E E T 13 T H S T R E E T 12 T H S T R E E T 11 T H S T R E E T □ -----+- 29 5' STA. 33 1+75 ATCH EXIST INVERT , +50 tTA. ® • NCHOR ~ BLOCK SCALE 1"=20' 2+10 STA.----"lf' 2+00 31 f-:r: (!) <( ------~f-'+-+---i... .... i I I en _J EX. DOCK I I I I I I I 5 22.5· 0 rJ) .'. 41' 8'-+--+----i 32 39 TC 8' 7.26' ~ EX. 18" RCP 5 15TH STREET-STREET END SCALE 1 "=1 O' ------ 0 □I 33 --+--20' A CHOR EXTENDED PIPE 10' STA. 1+90 ATCH EXIST INVERT STA. 1+85 ANCHOR ANCHOR BLOCK I I STA. 1+55 36 0 5 INV -1.06 I ( 8 Bo SAfVD) I D en STA. 2+05 STA. 2+00 ')..':l\,l?r,,1-10 ANCHOR BLOCK ..i..,,:..--STA. 1+82 D en i-->----------+-40'------__.,--i 0 N l l~:::iJ I I I 30' STA. 1+00 I I :, ,c1 l,B·g \'.\.) (,BA'l. I 11 I I -- --------' ..,...-;:,".___ - --- ~§ I I 1 I/, i 13TH REET-TREET END SCALE 1 "=1 O' 18" r-1---+------40•,_ ____ +---■►I 1i------1~-_E_..,.,_.l_,.,__---115~• ---:, I I 1 t I SCALE 1"=10' ALL END OF PIPE ANCHORS MOVED TO 1' FROM END OF PIPE-PER MIKE SINCLAIR SKATE STOPS SKATE STOP 0.75' BARS AND LINE APPROXIMATELY 3-INCH BELOW TOP OF FINISHED WALL ELEVATION END ,,,MA"--'T-"'CH";;;';EL';"EV;a;'A-';';TIOcaNc--=:CJ....'.~=--l _ _rSAND PER PLAJIIS __ VARIABLE ALL REBAR IS EPOXY COATED VARIABLE 3' BARS 1'-6" FlRST BA"'-li:l::=---i-_j____j, _ _j____j,_.J___,....i. _ _j_____j T\'P. 0.5' CROSS SECTION 'v1EW SECTION A-A CONCRETE WALL DETAIL NTS 3' 1 • ~ STA.--., 1+95 STA. 1+90 STA. 1+76 ~ a, "' ANCHOR BLOCK SD ' ANCHOR BLOCK lo en STA. 1+43 STA. 1+70 /ANCHOR BLOCK / 29 I ·-. 1(8/0 SAND) i-->---------1-36''-------==-------i 28 t><] 27 L=4' H=4' 21 I I I I I I ! (,t1.4\\'.S I 1 ········• ONNECT TO EX. 't I 40 EX 10-INC/ TIDE GATIE AND VAULT LDC 1 TIED • RCP fl NEAR 1100 BALBOA BLV . PER PLAN 11TH STRE I I I I I .1042. TREET END SCALE 1 "=1 O' ., ~ ~--------------------------------------1,-. ~ -CONSTRUCTION NOTES: f----------------------------------------1~ CD PROTECT IN PLACE ® REMOVE EXISTING AND CONSTRUCT 4-INCH TIHICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE AND RECONSTIRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ CONSTIRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ REMOVE VAULT AND BACKFILL WITH GROUT. @ CAP EXISTING STORM DRAIN LINE IN PLACE. @ CONSTIRUCT CURB INLET OL-A CATCH BASIN WITIH MANHOLE IN SIDEWALK PER CNB STID-305-L. @ CONSTIRUCTION P.C.C. CONCRETIE WALL AND BASE TO ELEVATIONS PER PLANS. @ PLACE AND GRADE YOUNG BEACH SAND PER PLANS. @ REMOVE EXISTING OUTLET PIPE @ REMOVE EXISTING TIDE GATE ~ REMOVE EXISTING SIGN AND REPLACE I::::!) PER SIGN DETAIL. ® INSTALL 12-INCH SDR-35 OUTLET PIPE WITH PIPE ANCHOR PER APPLICABLE PORTIONS OF CNB STD-314-L. @18" SDR-35 OUTLET PIPE WITH PIPE ANCHOR PER APPLICABLE PORTIONS OF CNB STD-314-L. @ INSTALL 12-INCH CHECKMATE CHECK VALVE. ® INSTALL 18-INCH CHECKMATE CHECK VALVE. @ CONNECT TO EXIST 12-INCH RCP. @ INSTALL 12-INCH RCP STORM DRAIN PIPE. g -I I I iis V, ~ l!1 I rn " ~ ., ., " LACK LETTERING ETROREFLECTIVE SCHOOL BUS YELLOW SIGN --------------------.... ------------------------------------.... rn ---,,LACK BORDER SIGNAGE DETAIL 1 /8-INCH ALUMINUM SIGN WITH REFLECTIVE PAINT NTS 1 8/25/14 AS-BUILT BAY AVENUE WEST i -----■PAVEMENT REHABILITATION "'c, SENIOR CIVIL ENGINEER ~ R.C.E. NO. 62329 STREET END IMPROVEMENTS _g DATE I a..;;;_;;.;;.,;~~~~~~~;a....-----------... ------1.,... DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH ~ --------■ ., REVIEWED: CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF !!! '-----------------------------------------------------------------------------------------------■-----'----'----------------'----''------------'.__ ___ I_L...._-"10=29.....,_2"-01.a2.....a. ____________ ...a.. _____ __...;_: 3 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION STA. 10+37 TO STA. 14+75 • z 0 ~ V 8 ~ 9 -V ~ ' 9 -V 7 "" "" u u ID L.J ~ " ~ ;:;: ---' "-LL ii, r-ii, ~ ,..: ,..: ~ >----' <( :,: [:: Vl + <( 0 t ' ~ [:2 [:2 ~ 1 '° OCl N N :;; C • .; IX) ~ - ~ Vl z <.!l ~ ~ ' "" >-n u -~ Vl z 0 u IU "" u -' , ]' -[ ~ j ---' ---' "-"- ci ; <D ,::: ,..: ,..: -~ • 0· 25 ' I' I 0 □ I 7 CASE H I-w w 0:::: I-en I I- LO ...- Cf) z 0 u z i3 ~"" Vv Vv "" J <i> J "' 1= 18 .1444. 6' ~ 1,. (i 12 20 23 . I ~ ---' 'G:'. "- <D "' <D r---,..: ,..: ~ I \ EXIS ~ [:2 [:2 0 <» N - ~ ~ ~ "-LL r---..,. <Xl O> ,..: ,-.. ~ 11 ••0I I I I :2 I + 0 I 0 -I 1 .1440 . .± ~~ 12 11 +00 ~ 'G: G: '° a <D <D r---,..: ~ -. ~ 'LY FL PRC FIU PR PP. N'LY F ~ Vl Vl "-"- N 0 ---~ ~ ---' ---' "-"- N <Xl OCl ,-.. ,..: ,..: ~ ( AROP. S'LY l ROFILE I ' ' I I I .1436. I .1432. __ _l__ ~ □ ~, • ' 5 ·oo - " ' / ---' G: "- r---OCl '° '° ,..: ,..: ~ I I PF OFILE I ~ Vl [:2 "-..,. Q "· "10M 0 .; .; ~ XIS. FS @ CL PR FILE I I I ---' '.:.J "-"- <D a ,-.. ,-.. ,..: !::: -, __ <"'11 V . -- 12· -QI . 1430. ... N + N - __ ,, ~ ONSTRUCTION CROWN ---' LL <» ..,. ,..: Vl "- <D ,..: ---' "- O> <D ,..: j .1428. N'LY P/L 50' NE (TYP.) S'LY P/L 7' 18' - ! 'l - -INCH WIDE TROWEL FINISH - TYPICAL SECTION 7' ---2% ---' ---' "-"-~ ---' "-O> N "' ..,. '° ,..: ..,. ,-.. ~ ,..: ~ Vl ~ "-Vl Vl "-"-'!) .,, ,..: OCl . ,..: ~ r---~ PROP. co !STI 1': 'Ly ~ ---' G: ~ ---' "-"-"' ..,. ..,. <D <D <D ,..: ,-.. ,..: ~ ~ 13 •0 I I I I .1420. ---' "- "' "' ,..: [:2 <Xl ,..: ' UCTION CR Pwts LIN[ OF CL PRC FIU ---' "- <D '° ,..: I I ~ ---' "-"' .,, r---~ ~ Vl "- ,..: ,..: - ~ ---' "- N <D ,..: I I I I I I I I ~ ---' ---' "-"- '° <D N N ,..: ,..: ~ ~ v, Vl "-"- r--r---., .. ~ ---' ~ ---' LL "- 0 .,, '° '° ,..: ,..: 4·•00 SCALE 1 " = 20' I I I ~ ---' ---' "-"----' "-0 <D N N '° ,..: ,..: -~ ,..: ~ Vl Vl "-LL <D <D ,..: ,..: ---' LL ~ r------' ---' "-"-.,, ,..: 0 ... ... ..,. ~ ' ' I I I .,, I .1400. "' + I ..,. -CASE C 18 u (D ~ ---' LL '° ,..: Vl "- O> '° "" u a, ---' "- r---.,, ,-.. ~ ---' LL ... ,..: ' I I I I - "" ~ ~ " ---' "-: 0 •• -,..: ~ Vl "- O> '° ~ "" u L.J ~ ---' "-... ,..: ~ 1-w w 0:::: I-en I 1--.::1" ...- 7 , 7 , -.JU SCALE: HORZ.: 1''=20' VERT.: 1"=2' J CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION. ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L 0 REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L 0 REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ ADJUST EXIST. UTILITY BOX GRADE @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @) REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE AND REPLACE ELECTRICAL PULLBOX TO GRADE @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @ INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2. @ INSTALL #6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ REMOVE EXISTING TIDE GA TE AND /OR VAULT AND BACKFILL WITH GROUT. @ ABANDON EXISTING STORM DRAIN LINE IN PLACE. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. SWIEEPS AND STUB-UP CONDUIT IN TO PULL BOX. INTERSECTION ELEVATIONS .1400 . - .1401. I I .1350. .1331. L __ _ SCALE 1"=20' T L < Q_ c_ -C: ' Q " C ~'1""""1--,,-----------.,...-"T"'------T"'"-------T"'"------------------C• /1\ B/25/14 AS-BUILT ,c -;-:: C < ' ' Q C 5 ,/ OC-,;; ~ t--------"""'1-------... ------------... --------t Q_ . DESIGl>ED PT DRAWN PT CITY OF NEWPORT BEACH 0 20 40 60 l--+---+--------------+-----1 CHECKED 1-------1 _________________________________________________________________________________________________________ _. ___________ r_L_._0A_i;_~/_2_9/_2_01_2 __ P_u_B_L_Ic_w_o_R_K_s_□_E_PA_R_T_M_E_N_r___, .. s_H-EE_r __ 0_F __ 1: 3 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION 4 STA. 10+37 TO STA. 14+75 STA. 14+50 TO "I" ST. STA. 14+75 TO STA. 19+50 n ' 9 ~ (/) (/) c_ c_ 7 n ' D-' i 2 G o r--r--: ~ -----1------ CD . 15+00 JOIN-EX. I I I i"i ll ALLEY _1____~ --+-i----------1.l---~ ~ A_LLEY r--r--: ~ ~ U1 (/) c_ c_ r--,::. r-- PRPP. N'L Y F Pl OFILE (/) ~ c_ [2 _J :J" ~ "' co "' "' • r--r--~ . 16+00 N'LY P/L 7' 2%--- -r--"' ...--• co r-- r-...: r--: XIS . FS @ CL PR FILE _J :J" -~ ...-r-- r--"' r...: r...: ~ co r--"' "' .-...: r...: ~ EXIs· . N'L Y FL PRO ILE ~ (/) (/) c_ c_ "' ':t r--r--: ~ S= 0.12% PROP. CIDNS RUCTION C,OV N LIN/ 1 S L OF CL Pl OFI E EXIST. S'L' F PROFILE I RO . S"LY FL RO ILE 50' 18' 1%~ -- -INCH WIDE TROWEL FINISH I I 17+00 0NSTRUCTION CROWN • NE (TYP.) S'LY P/L 18' 7' _.--2% ~1% - TYPICAL SECTION NTS ' I (/) "' c_ c_ ...-co G: G: • "' _J _J c_ c_ -r--r--"' -..... ~ U1 U1 c_ c_ N CO 0 c_ c_ "' "' • r--: r--~ 18+00 "' "' "' "' • r--r--~ U1 "' c_ c_ "' "' 0 SCALE 1 " = 20' -1.13% I U1"' c_ c_ "' "' "' 0 r--= co co r--: • t::. ' 19+00 I .1305 .1305. I 1 /2. I .1301. c_ G: "' "' ...-"' .. ~ (/) U1 c_ c_ _J _J ~ c_ c_ _J SCALE: n - , 9 7 n ~ ' HORZ.: 1"=20' VERT.: 1"=2' .1300. ,.,, CONSTRUCTION NOTES CD PROTECT IN PLACE G) REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION. ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L (j_) REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L ® REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ ADJUST EXIST. UTILITY BOX GRADE @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @) INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF 1'11RE IN EACH PULL BOX. 1'11RE CONFECTIONS SHALL BE MADE 1'11TH SPLIT-BOLT CONNECTORS. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2. @ INSTALL #6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. S'MEEPS AND STUB-UP CONDUIT IN TO PULL BOX. INTERSECTION ELEVATIONS .1300. J I 1-w w 0::: I- C/) I I-("') ,..... SCALE 1"=20' .1240. T L < Q_ c_ -C: ' Q " C ~'1""""1--,,-----------.,...-"T"'------T"'"-------T"'"--------------...... C• /1\ B/25/14 AS-BUILT ,c -;-:: C < ' ' Q C 5 ,/ OC-,;; ~ t--------""""1-------... ------------... --------t Q_ . DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH 0 20 40 60 l--+---+--------------+-----1 CHECKED 1-------1 _________________________________________________________________________________________________________ _. ___________ r_L_._DA_i;_~/_2_9/_2_01_2 __ P_u_B_L_Ic_w_o_R_K_s_□_E_PA_R_T_M_E_N_r___, .. s_H-EE_T __ 0_F __ 1: C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION 4 5 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION STA. 14+50 TO "I" ST. STA. 14+75 TO STA. 19+50 STA. 19+50 TO STA. 24+25 n - n . 9 0 - 7 , - ~ ~ N CO 0, -....: cci 'J' ,:j xi ~ ...J r--co r..: 19+50 [_ 18 . ii ... co r..: - ...J L.. 0 "' r..: . . "' u w "' u [D ,_ LI... LL ~ ,-.. r--~ ~ O 5 (XJ ~ 20+00 I ---------~, J@l l '.IOIN- EX. ® CASE J ~ + 0 N "' <O 0, 0, r....'......,: ~ (/) (/) L.. L.. 0, r-- 0 "' . co co~ ...J 'J' .1231. I .1225. I 1-1225 1/2. I 'J' L.. - 0 "' (/) (/) L.. L.. 0 "' N ..,_ • co co~ ~ ...J ...J L.. LI- oN _,: cri . . .1223. 21+00 ' 'J' L.. 0, .... ' co CX) ~ (/) (/) L.. L.. t0 ~ co e 2 ii 0 -' ro e .1221. I . 21 1 /2. N'LY P/L 7' 18' 2%-- '.,:·:.<:=,; ROP. N'L Y FL 'ROFILE ...J 2 co e (/) (/) L.. L.. ~ r;; CX) a:i ~ S= 0. 7% PROP. CONSTRUCTIOI Cl OWN LINE / 1' S'LY OF CL PR)FILE 'J' ...J u_ u_ - a, "' N CO EXIST. S L FL PROFI E 22+00 I I -0, ... "' (/) -;;;;- - ;::, ii - 0, ~ ;::, ii - 0 "' • a:l co (/) (/) L.. ..,_ ... <O co co e ,XIST. FS I CL PROFlsE w:2 0 "' "' <O PF OP. S'L Y F P OFILE • e 0 0 ~ L 23··00 r r-- <O ., ,.,; CX) , I (/) (/) L.. L.. "' .... r--0, . co co~ ...J 'J' u_ u_ 0 "' <O co co e 12,,T,2,, T,2,sT,213 T,211ti~~) T A-B I I A-B I I .1209. I .1207. I I I I 50' -- -INCH WIDE TROWEL FINISH ONSTRUCTION CROWN NE (TYP.) S'L y p /L 18' 7' ~1%---- TYPICAL SECTION SCALE 1 " = 20' --- .1205. ...J 'J' L.. L.. r--<O ~ (/) (/) L.. L.. <O .... co 0 • 0, co~ - W:2 o m r--r-- cri o:i . . I L .1201. ii "' u w 2 "' "' <O <O co ~ u [D ~ ...J ...J u_ u_ ~ Q co oci ~ 24+00 - ' w n n - , 9 7 n V , SCALE: HORZ.: 1"=20' VERT.: 1"=2' n-7 l .....c, I (22) L ::ICll.!'1........,,1~ I 18 ASE J ,I ii I I I !T \ I ,-;JOIN ~ ASPHALI I I ~ I c::: I ~I I' ~I ....... , CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION. ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. © REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L (j) REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L ® REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L. @ ADJUST EXIST. UTILITY BOX GRADE @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @) REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @) INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF 'MRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2. @ INSTALL #6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. S'MEEPS AND STUB-UP CONDUIT IN TO PULL BOX. INTERSECTION ELEVATIONS SCALE 1"=20' .1200. . ; 'o~ <o::>J.V' • ·•... 1B - - - I .. 'o~~ .. BAY AVENUE 2-_____2_,.,, __ 12:_'o_-<:!_•"' __ 7~"', @- I ~a,~ ! -_: -1i1 \,P .~ --- ---- ,I I . 1201. ii 't II 1-w w c::: I-r/) I I-N ....... .1127 . T L C C < Q_ c_ -C: ' Q " C ~'1""""1--,,-----------.,...-"T"'------T"'"-------T"'"--------------...... C• /1\ B/25/14 AS-BUILT ,c -;-:: C < ' ' Q C 5 ,/ OC-,;; ~ NTS 1--------'!'!!!!~!"""--... --------------------1Q_ . DESIGl>ED PT DRAWN PT CITY OF NEWPORT BEACH 0 20 40 60 l---+---+--------------+-----1 CHECKED 1--------1 _________________________________________________________________________________________________________ _. ___________ r_L ..... □A_i;_~/_2_9/_2_01_2 __ P_u_B_L_Ic_w_o_R_K_s_□_E_PA_R_T_M_E_N_r...., .. s_H-EE_r __ 0_F __ 1: 5 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION STA. 19+50 TO STA. 24+25 STA 24+25 TO STA 29+00 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION 6 n • 9 n v 7 LL I~ "' 0 OJ "' ~ "' u CD "' .,; OJ o:i ~ ...J ::;-c_ c_ "' "' "' "' ~ ...J ...J c_ c_ ,,, 0 "' "' r--"' r--"' co CX) ~ E 1ST. FS @ ;L PROFILE "' ,,, "' ... r-r ,,-, N LY t ,-.ur I Lt (/) (/) c_ c_ 0 OJ r--"' co cri ~ - ,...J~ co co ~ ~ Lr.i OJ e S= 0.12% , ' V PROP. COi STRUCTION CR)WN LINE/ 1' 1 'LY OF CL PRC FILE , -o:i OJ ~ ii_ c_ ~ ~ cri co ~ -------- "' u u.J c c ~ ~ r--N ,,, "' OJ o:i ~ c; co "' u u.J ...J :g o:i ~ ...J ,,, ...J OJ o:i "' u CD c_ r--0 o:i ~ :::., n • 7 CONSTRUCTION NOTES CD PROTECT IN PLACE G) REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION, ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L (j_) REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB SID-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB SID-400-L ® REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ ADJUST EXIST. UTILITY BOX GRADE l-+----+---+--+-+"-+--+--+-::.l----+-+----+--+---+-+----+---+----+--+----1--+----+--+---+--+-----+---+----+--+----l--+----+--+---+--+-----+-l-----+------+-l-----+--+---+-+----+---+---+--+------+-l-----+-----+.c~c-t·-:-, ,::;f------,-+----+--+-@ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS ::;-::;- ~ .L.. ii LL • 24+25 'iASPHALT I-_\ w I w I a::: l- 12TH STREET CL INT. Cl) STATION 24+26 I BAY AVENUE WEST I- N ..... . . 18 CASE J .1127. ii 2 r--... . . 25+00 N'LY P/L 7' 2%--- ...J -:; c_ c_ -r--~-.... OJ o:i 26+00 18' 50' ! i - - -INCH WIDE TROWEL FINISH ~ ...J ...J c_ c_ "' -• "' OJ o:i E 1ST. S'L Y I " P OFILE ONSTRUCTION CROWN NE (TYP.) S'LY P/L 18' 7' ----2% ~1%--- TYPICAL SECTION NTS ~ ...J ...J c_ c_ 0 "' 27+00 ~ ...J ...J c_ c_ .... "' . OJ o:i ~ ...J ~ c_ r;:' (X) -"' , N (X) ~ 28+00 SCALE 1 " = 20' ~ ...J ...J N r-- 00 OJ ~ . . / a u.J u.J t;; 1-w w a::: I-C/) I I-..... ..... c_ m N OJ 0 o:i o:i ~ "' "' Oo ~ (X) (X) v ~ • SCALE: HORZ.: 1"=20' VERT.: 1"=2' 29+00 7 @(E CASE J .1027. @ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @ INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2. @ INSTALL #6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2'' SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. INTERSECTION ELEVATIONS 1-w w a::: I- C/) I I-..... ..... 1 SCALE 1''=20' .10423. .1027. T L C C < Q_ c_ -C: ' Q " C ~'1""""1--,,-----------.,...-"T"' ______ T"'" _______ T"'" ______________ ....,. C• /1\ B/25/14 AS-BUILT ,c -;-:: C < ' ' Q C 5 ,/ OC-,;; ~ 1--------'!'!!!!~!"'"--... --------------------tQ_ . DESIGl>ED PT DRAWN PT CITY OF NEWPORT BEACH 0 20 40 60 l---+---+--------------+----1 CHECKED 1----------1 _________________________________________________________________________________________________________ _. ___________ r_L_._0A_i;_~/_2_9/_2_01_2 __ P_u_B_L_Ic_w_o_R_K_s_□_E_PA_R_T_M_E_N_r___, .. s_H-EE_r __ 0_F __ 1: STA 24+25 TO STA 29+00 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION 6 7 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION STA 29+00 TO STA 33+75 _J ;.::: _J ~ ~ _J ~ L.. L.. L.. L.. n _J -r---00 r---r---"' "' "' ~ ~ _J 0 L.. L.. 0 ,.-: ,.-: ,.-: ,.-: "' ro r---r---~ ;i' 0 ro ,.-: ~ ~ ~ ,,., N -~ -· -~ ~ -• PRO P, ~ 'LY FL PR( FILI EXIST. fl FL PROFIL. 'in' ~ s ~ ~ u... ~ ~ <fl <fl <fl u... u... u... u... ~ 9 ro '° <fl (/) u... u... ~ N -r---"' 0 00 "' ,,., <fl C/1 cc!, N 0 0 00 ro cci "' I:::: ~ u... u... ,.-; ~ ..,, ' -• ,.-: -· c. n ,-_ ~ ~ ,.-: <D r---'° n ~ -· -. -~ 7 r, ·--~ &;,. f"\I ~ ·--r --·-· ,w,. '-VI' ''" '" IIU" I ~L ur "L _J ~ ~ u... ~ ~ ;.::: ~ ;.::: u... "' _J -::::;--"' u cci -: 0) "' 00 ix, ;..: r---,;: _J 00 ,.-: 0 ..,. u... ~ ,.-: r---,.-: r---,.-: "' "' ' ~ ~ ~ ,.-: 0 ,.-: "': '° -~ ' -• -~ -i • PROP. ! 'LY FL PROFILE I EXIST. S'L FL PROFI E . . . . 29+00 30+00 31+00 C: "" S2 _J ~ ~ _J _J L.. u... L.. u... _J ~ _J u... u... ;!; r---"' "' r---,.-: ,.-: ,.-: ro "' u... ~ ~ cci "' r--- "' • -::::; ~ ~ u... _J u... "' "' ro co ro "' cci "' r.o w '° "' ~ u, 0: "' u... ~ u, ~ u... <fl ~ u, ~ (.;> r---C/1 w u... u... u... " .... ,.-: r---00 N 0 I -· ~ N :;,: 0 N 0 ·-,--~ ~ ' = ~ Cf) + ---~-N N, L"'L ~ ~ _J _J u... ,;: _J u... u... L.. "' ' ~ "" r---00 ,,., N ,,., ,,., N ,.-: '" -u ...: -· -. w ~ ~ I . ]' ~ _J _J _J u... I u... u... .... ; 5 00 0 "' ,.-: :::. ,.-: "' ~ 32+00 33+00 I "" u a, ~ 1-;;, 0 J. ,~ z ~ 0 -f--u ' <{ _) (/) u... -~ .L f-~ ,.-: ~ c.n ~ z 0 u - ~ 0 z - ~ w J. "" u -;;' g ·" . . _:_ 6' - E ~ - --~ -~ -_J u... ..,. ..,. -"' . ~ 6 n - 7 ~ - ~ _J u... -°' -r--- ~ -• 6 SCALE: HORZ.: 1''=20' VERT.: 1"=2' o .10423. : .1038. I .1034. : .1030. : .1024. --~ .1020. : .1012. : .1008. ~ : .1000. 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N'LY P/L 7' 18' - . 1 015 . 50' .1013 . I I .1013 1 /2. /" ONSTRUCTION CROWN NE (TYP.) ---j r-18' 7' ' .1011. : .1011 1 /2. S'LY P/L ---2% -- -INCH WIDE TROWEL FINISH ,-..,1%---- .1009. I .1 009 1 /2. I I I .1007. .1005 . .1001. 18 CASE J I I I j& ~-===::;:=~ ~ ~ ll CASE J tlj .9 18 . 941. ~S'-! ::r:: l-o ..... 10TH STREET CL INT. STATION 37+06 BAY AVENUE WEST NO ROADWAY PAVEM~NT WORK / CONSTRUCTION NOTES CD PROTECT IN PLACE G) REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION. ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L (j) REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L ® REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @) ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ ADJUST EXIST. UTILITY BOX GRADE @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @) REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @_) INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ INSTALL /16 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS USING DIRECTIONAL BORE METHOD. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. INTERSECTION ELEVATIONS SCALE 1"=20' .1000. f /------------7 .1001. .939. -- I I I T L C C < Q_ c_ -C: • Q " C TYPICAL SECTION ~\ ~'1""""1--,,-----------.,...-"T"' ______ T"'" _______ T"'" ______________ ....,. C• /1\ B/25/14 AS-BUILT ,c NTS • ~ SCALE 1" = 20· . . -;-:: C < • ' Q C 5 ,/ OC-,;; ~ t--------""""1-------... ------------... --------t Q_ DESIGl>ED PT DRAWN PT CITY OF NEWPORT BEACH 20 40 60 0 CHECKED -------1 _________________________________________________________________________________________________________ _. ___________ r_L..._0A_i;_~/_2_9/_2_01_2 __ P_u_B_L_Ic_w_o_R_K_s_□_E_PA_R_T_M_E_N_r __ .. s_H-EE_r __ 0_F __ 1: 7 C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION STA 29+00 TO STA 33+75 STA 33+75 TO STA 38+50 8 n - - n V 9 n - 7 n V ~ ' n V _J "-,.._ ... ~ ~ V) "- <O sf r-.: _J "- ;:_ r-.: ~ . 33-i-75 ... co + "' "' ~ -- 34+00 _J _J "-"-,.._ 0 a:, 0 e r-.: ~ ~ ~ (/) V) "-"-... <O ., r-.: ,.._ ~ ~ -- ~ _J "-~ _J <O r-.: .,., ~ r-.: ~ . . _J _J _J "-"-"- co N 0 0 0 0, !::'. r-.: <O ~ ~ ::xI< T. N'LY FL PRI 'in ~ ~ V) "-V) "-"-N <O "' ::;: c r-.: r-.: ~ ~ -------,_ ---------~ j I XIST. FS@ CL PROFILE '.'.J' ~ '.'.:J _J "-"-"-.,., :.: co ... N ~ ~ ~ r-v,,.., C-11"' Cl 35+00 36+00 PUBLIC BEACH _J "- co s j DFILE ~ (/) "- <Q r-.: ~ - '.'.J' "- <O -'-- ' nn~~•c I _J "- N ,.._ <O ~ ,-;c:- "--• ' ,.._ ~ ---- ~ _J "-.,., 0 ~ 37+00 - I 9TH , T rt INT STATION 37+86 BAY AVENUE WEST I .LJ 1_) <( _ _J I -~ z -- 0 ( :::/ -f-:,! en. u ---=:) -- ~ -, ~ r== '; I 2 ~---. 1-0 I_) u i= 0 ,:i z I t:: w r ~ u uJ - ~ _J _J "-"- 0 "' <O <O <O <O ~ '-" 0 ~ co <O ( ;; '-" _J uJ "-lci ... co <p) <O J G.: "-... co ,.._ I <O <O . ------ ( u (D ~ _J "-,.._ 0, <O ~ . . ~ ~"'I ill I 1-I I I W' I I ~I I I-I ~I I I f-I I I m 2 "" ~ ~ ~ _J 8 w (D -"-2 co N ,.._ <O ,.._ <O <O ~ 7 _J c:'. G: c:'. G: ~ a:, 6 <O " <O " ' . <O <O <O <O <O ~ ~ ';3 c1 ~ 9 8 r \ "' ~ V) V) G.: 0 "-co "-"-8 <O ,.._ 5 -N \ 0 r-.: r-.: r-.: r-.: ~ ~ 7 ~ . ~ _J _J u ---"- uJ 0, "' N ,.._ 8 '-: <O ,.._ ,.._ ,.._ ~ ~ 7 ~ C: i:;: c:'. "- 6 0, ~ oi 0 <O :::, <O ,.._ ~ SCALE: 38 ~o l HORZ.: 1"=20' VERT.: 1"=2' 39+50 -----......._ -'\.___ ...,_______ADDED -\._ ANCHOR ) 30' ~----------__, 5 I 8 © 15 20' I . 9( 8 . I > /\ d ;t .900. ' .826 824 15' L.2..:, -"' ~ ~ 18 I ,U. _· LO i--½_-<>---=al.a.;~~~ -~ ...... -----:r---=CA E J 1;.I ~\. 1 CASE J __j__ ~ ~ -.--:, ~--:::=:_ ""'.:.--= _.--'I=_-== -r--_ -==-_-_ ==--===----==---=----=-~~-=------,,--=== _-_-:.--=--:::=:.--=:__ ""'.=-=--:::=:__-·-= ::_::_----,-_r -----=--:::,,=, :z>~:t::::~=~ T -~ 1 . I ----\-== ----0 & B -- W~ ~ 5 4 13 ---~! ~1 -,_/"'-----/'.",_/J & 11 r II rv i 21\) 19 ,l -{/ i en (f) -I . ~ ~ \ ONSTRUCTION CRO <( ~ _ 34+00 _ ---, ___ 35tJO ___ -I ''t----:=.., _ +--------"'; _ --+---_ 36+00 _ +----C:-~::;:::::::r-_, , 'i:i..., _ "\ 1 38+0U j / LINE <,TYP.) _ ~ tu 00w~-S-0 ci4x20) -2.5' 1 ~ ~ ~~K 1-a I\ -~ ?L~~',·~------~~~_\1 , @12023) ~@ uI~ ~ ~ 1t,/======'...._=-=~=TY=P•---:1;;;,-i=t--r-----=======&=1=t:==~== ""::'.:S:=::r \•7 \_B_A_Y---=A==V=E==N=U==E=W===• :'f~::f~-=-z.'::::===L.2..:,=1 =":Jiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiie_&_,t--::t:./=== •~=11 =s='='-/=·v=\±-'yt-~--t"-:--r'--.~:-t½'-7 / ~ \ 3 ~ ~ ____ -----,.------1-__ --+-......+-i Pf~ _ __ "':.. , _, __ -B ~ ~ .935. .929. i905~~o3. ~s,. ~;_ 18 ~ ... :I 19 ~· -~825.1.823~ ~ '--:!J I 'C./ / ~.825 1 /2. ..::::: ~ NO RO ,Y. _,,,. -CAS~ J -~ 'ffiE J PAVEMENT WORK A M B/25/14 AS-BUILT \., ISi Ill ffi - -37+00 -- ' ' / -- @ cy "ro ~I -__j / ' - -6' . 925. 0 ... + .... "' \ ' , \. r 50' " " ( ' I ---- - I I - -----'---~ L./ .921 . . 911. . 909 . .907 . . 921 1/2 . . 915. .913. .917 1/2. . 911 1 /2 . .909 1 /2 . .907 1/2. ' CONSTRUCTION NOTES CD PROTECT IN PLACE G) REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION. 0 REMOVE DRINKING FOUNTAIN AND PULLBOX, CAP 1/2-INCH WATER LINE AND RESTORE fc\ SURFACE. \::!J REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. © REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L (j) REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L ® REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE AND RECONSTRUCT TYPE "A" PCC C&G PER CNB STD-182-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ ADJUST EXIST. UTILITY BOX GRADE @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @ INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULIL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ INSTALL #6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS USING DIRECTIONAL BORE METHOD. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. @ REMOVE EXISTING CONCRETE STEM WALL. ® REMOVE EXISTING OUTLET PIPE. @ REMOVE EXISTING TIDEGATE. @ INSTALL 18-INCH SDR-35 OUTLET PIPE WITH PIPE ANCHORS PER APPLICABLE SECTIONS OF CNB STD-314-L. @ INSTALL 18-INCH CHECKMATE CHECK VALVE. @ INSTALL 2-1/2'' SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. INTERSECTION ELEVATIONS l.- 1 o I I 300. 11 1 __ _J1 6~- -----------1, ~;.71 N'LY P/L 7' 2%-- I I I SCALE 1"=20' -~,J\. - I , I',~'!, . 825. . 82 (~ .825 1 /2. 18' I-I ~ I ! : I-I l I (f) I I-m 50' I (I -- 4-INCH WIDE TROWEL FINISH ONSTRUCTION CROWN NE (TYP.) S'LY P/L 18' 7' ~1%--._ - TYPICAL SECTION T L < Q_ c_ -C: ' Q C 5 ,/ OC-,;; ~ SCALE 1 " = 20' t--------""""1-------... ------------..--------t Q_ . DESIGl>ED PT DRAWN PT CITY OF NEWPORT BEACH 0 20 40 60 l--+---+--------------+-----1 CHECKED 1-------1 _________________________________________________________________________________________________________ __. ___________ r_L_._0A_i;_~/_2_9/_2_01_2 __ P_u_B_L_Ic_w_o_R_K_s_□_E_PA_R_T_M_E_N_r___, .. s_H-EE_r __ 0_F __ 1: C-4840 R-6021-S 10 BAY AVENUE WEST PAVEMENT REHABILITATION 9 STATION 38+50 TO 42+25 MODIFIED CURB ACCESS RAMPS DEATILS " 7 a - 7 6 ---' w: u. co co ,.._ ,.._ ~ ~ (/) (/) u. u. N <O o O 0 7 . a - ' 38+50 \ \ \ ' .822. ---' -:; co -co 0, <D e ~ (/) (/) u. u. r---a, N ,,-, r...'. r...'. ~ N CO -0 r---,-..: ~ EXl>TII G S'L Y F_L_ 39+00 \ .820. \ .818. -.----0 0 --- ~ °' c5 (0 ,-..: ~ ---' ~ ---' u. u. N co -.- ~ ' ' - - EXISTING N LY 1...-, S = J.1 % \ .814. .. [Il " ©--- I ---' ---' u. u. 0 --,-..: ,-..: ~ (/) en u. u. 0 0, st-.... r...'. t:, ---' ~ ---' u. u. ;:,; 0 ..., -· ~ 40+00 • \ \ - 40+00 ---' ~ ---' co ~ -,-..: ,-..: ~ ' LI.'.: LL N st- <O r--- r...'. ~ - n LI rL - I / RROP. CONS RU ~TION CRQI N LINE/ 1' S'L' O" CL PROFI E .... ..., ,-..:: r...:: \ \ .812. -0---=-- -N-----De,□ ---- I '- ~ c-' w: :.: ~ .-,-..: ~ ~ ---' ---' u. u. U") ~ U") -· ' ~ 41+00 II 12 ---' ~ -u. r----,-..: -. r---~ (/) en --,j-r---co ,-..: . t:, 'XIS nNG CL FS ____, ---' ~ ~ ---' ---' ---' u. u. u. u. 0 ---"' -, "' U") ,-..: r---,-..: ,-..: ~ C. --! <( \ \ .800. (D .2 ~ ---' ---' r---0 ,-..: ,-..: ~ (/) (/) u. u. U") U") "' "' r..:c w "' " U") 42+00 2 ~ ---' ,J co U") r---r---~ ~ (/) u. 0, (0 ~ (/) u. 0, "' ,-..: z f--(j :::, °" f--(/) z D - Cl GJ U") ':' N .... z D f--...: f--(/) "' f--(/) X w z D -, " 7 a - 8 7 6 0 - 7 . C, - ' ' SCALE: HORZ.: 1"=20' VERT.: 1"=2' VARIABLE MIN. 4 FT 2% CONSTRUCTION NOTES CD PROTECT IN PLACE G) REMOVE EXISTING 8-INCH CONCRETE SECTION & CONSTRUCT 8-INCH THICK PCC PAVEMENT ROADWAY OVER COMPACTED SAND PER APPLICABLE PORTIONS CNB STD-109-L, STD-180 AND TYPICAL SECTION. ® REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE AND REPLACE SEWER CLEANOUT TO GRADE PER CNB STD-406-L 0 REMOVE AND REPLACE 1-IN WATER METER BOX TO GRADE PER CNB STD-502-L OR STD-503-L. ® REMOVE AND REPLACE SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L 0 REMOVE AND REPLACE WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ ADJUST EXIST. UTILITY BOX GRADE @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTION OF STD-162-L, STD-163-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B OR MODIFIED DETAILS ON SHEET 9, CASE PER PLAN. @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD. @ INSTALL #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONFECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ RECONSTRUCT STREET END PER PLANS AND DETAILS ON SHEET 2. @ INSTALL #6 PULL BOX TO MATCHING GRADE PER PROJECT SPECIFICATIONS. @ INSTALL 2-1/2" SCHEDULE 80 PVC PER PROJECT SPECIFICATIONS BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT IN TO PULL BOX. VARIES 2% SLOPE fe_ ~ SEE NOTE 8 0-INCH -w4-INCH ~u w...: t;:, u. °" (D (j °" z :::, Du (j w z ---' -m w 0.. a ---' I I I ' I I I I I ~~ w w u (j « <( u. u. (D (D DC DC ::::, :::> u u 6-INCH C.F. I I (j u z z T I (0 co DC DC a a u. u. f--f-- T L 12 350' BAY 20 42 -· ,·r AVENU/ .ONSTRUCTION CR_Q,WN. LINE (TYP.) l1a\ 41+00 ~--'\-_ --\,9.,,.,,,.,--,,,\\, ~@),@) Ff.------:s...: 0.. o': ~« > (/) X ~...: 0 "' D cxi BCR w w u. I (0 ~ w w u. I OCI ~ C C ,;.: C N'LY P/L 7' \ 17' -- 50' ! . - - -INCH WIDE TROWEL FINISH --\ .817A. \ \ • 8176. \ \ \ ONSTRUCTION CROWN LINE (TYP.) S'LY P/L 19' 7' ~1% . ·-,• .. - TYPICAL SECTION NTS , .815. I I I \ I I I ~ --F= J -1 f..lJ <; L~" ~-==~~~ -~~~-z~ __ -----_ _fl~ □- ---~-----~ ~ ----- BAY AVENUE W. ------1<¥~" '- -----.:.· I \\,_,>9-' ,'- I ~ I ,,Y-'"'" t- i tl1 ~ \\\ .801.18 ~\\ CASE J .801 1 /2. ALLEY CL INT. 41+48 BAY AVENUE WEST \ ~ CASE J ~ \ 8TH STREET CL INT. ~ 42+08 -5, BAY A VENUE WEST ~ I CUEfN~nlGHT/ WILL NOT PROVIDE SUFFICIENT SLOPE -y MODIFIED CASE L TOP OF RAM~P MIN. ROUNDED 4 FT /I"_ 2% _,I '-----8.00% MAX. SECTION A-A I 8.00% SLOPE MAX. \ \ ,::: \REPLACE SIDEWALK, > CURB, AND DRIVEWAY APPROACH °" u w (ONE FOOT FOR EACH INCH CURB FACE) MODIFIED CASE I NTS "'--o-lNCH C.F. 0-INCH CURB FACE ALONG ACCESS RAMP LANDING < Q_ C. -C: ' Q " C ~'1""""1--,,-----------.,...-"T"' ______ T"'" _______ T"'" ______________ ....,. C• /1\ B/25/14 AS-BUILT ,c -;-:: C < ' ' Q • ' I g: / · ---11 =i ~ I 1 1-oc""'s-rG_NE_D_P_T""l"!!!DR~AW~N-P_T...,._C_IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H.,..----""'1 ~ C 5 SCALE 1 " = 20' . . 0 20 40 60 I---------1 _____________________________________________ oo ______________________________________________________________ ...., ___________ c_HE-CK_rn __ r_L_DA_i;_~_/2_9._/2_0_12 .... _P_u_B_L_Ic_w_o_R_K_s_□_E_P_A_RT_M_E_N_r __ sH_E_E_r __ o_F __ 1: C-4840 R-6021-S 1010 ST R E E T AVENUE ST R E E T ST R E E T ST R E E T ST R E E T 15 T H 14 T H 13 T H 12 T H 10 T H BAY BAY AVENUE BAY AVENUE 11 T H ST R E E T WE S T E R L Y CO N S T R U C T I O N BO U N D A R Y MA T C H L I N E S E E AB O V E R I G H T MA T C H L I N E S E E BE L O W L E F T EA S T E R L Y CO N S T R U C T I O N BO U N D A R Y STRIPING PLAN WEST ST R E E T 9T H MA T C H L I N E S E E BE L O W L E F T MA T C H L I N E S E E AB O V E R I G H T ST R E E T 8T H ST R E E T 12 T H ' . 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I t,e~=-====~!'__.· I . : .. __ .,,,,,_=-=""--=-"""'==-_""-~."'-""·-=--==-;::'=~~-==='=_ ==i=r-== .. 1::_=_=_-===>t=~=='""'=.====-==;:=:-====a.:===-==::;1:===--:,c='~ I, l\.,._===_==='==========.=.:;;:.==========:!i:=======.:;;:,====.=.=======.~.==-===~_j. I .. .. 18' .. I\ PUBLIC BEACH I , :-_"""'==-,=....,,--'= -==-_.~ -~-~ ·-=-=-" ' --=== =-=-:e-ee....,,,....,,== -- i::':' (50') . 1201. I I I I I I ... ,1 I (50') . 1127. .1125. , 907. . 905. . 903. . 901. . 907 1/2. I I I I I I DETAIL A --•1----IDIRECTION OF TRAVEL L (~') L -------1r.---------------------~ "'® r 1 • . 1123 . . 1121 . . 1119. ,1117 . . 1115. .1113. . 1115 1/2. .1111. .1109. .1107, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\ DETAIL B NO PASSING ZONE TWO DIRECTIONS --1---DIRECTION OF TRAVEL I . 1101. .,,o3. I 11 '1 I I I / ISTOP .1027 . I I ·8or 1/:,. 1 1 JOIN EX. I I I I ' ~ 17' 17•----.. ..,~ DIRECTION OF TRAVEL.------- ~~--.4" YELLOW DIRECTION OF TRAVEL.------- .1027. . 1023. .1021. . 1019. .1015 . . 1013, .1013 1/2. .1011 . .1011 1/2 . .1009. .1009 1/2 . .1007 . .1005. .1001 . (/) (50') 1 • . .939. .941. .935. . 929. . 925. .921. .917 . • 921 1/2. .917 1/2. GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC, SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, 2010 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE, WITHIN 24-HOURS AFTER THE PAVEMENT HAS BEEN POURED . 3. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT MINIMUM THICKNESS OF 0.25 MM. STOP BARS SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL STOP BARS SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 4. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 5. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS REFLECTIVE FACES. NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 6. THIS PLAN IS ACCURATE FOR STRIPING ONLY. ' . 915. .913 . I I I I .911 . .911 1/2. .909 . .909 1/2 . - -ID -" u "C u ~ < ~ (/) 1:j I ~ "' ~ L ID ~ ~ ---------------------------------------------------------------"' DATE BY APPROVED CITY TRAFFIC ENGINEER R.C.E. NO. 45521 DATE:. ____ _ BAY AVENUE WEST i PAVEMENT REHABILITATIOI ~ ~ L □ g_ 1--------'!'!!!!~!"""--... --------------------1! DESCRIPTION DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH ~ 1--------IID AP REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF 31----------------------------------------------------------------------------------------------------------------------------------B-s ____ 1_0/_2_9/_1_2 ___________________ _.,.;,: •