Loading...
HomeMy WebLinkAboutR_6043_S, CITY OF COSTA MESA VICTORIA ST <C :z w · <C 1 STil ST -ac--~+--J<.. "' • _,,, ~'i:~IJJ.lif&f: ----~ 0C£AN PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE 0 CO SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE '{j FIRE HYDRANT Hl WM WATER METER BOX & SERVICE D GM GAS METER --®--WATER VALVE POWER POLE ANCHOR MONUMENT -~ x-x-FENCE ==== BLOCKWALL ~ JOHN WAYNE AIRPORT C'-1~ f001 cP o.f CITY OF IRVINE UNIVERSIT'< !i2 i:ij ,"'2, ,t,,t1i~¥~~. "~""-~:: ""'•.:7!:;4 IRRIGATION CONTROL VALVE ELECTRIC PULLBOX ELECTRIC MANHOLE TRAFFIC SIGNAL TELEPHONE MANHOLE TELEPHONE BOX TRAFFIC SIGNAL STORM DRAIN MANHOLE POST PALM TREE GAS VALVE 1-- 0:: 0 ~ w :z ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB ARV ACP AC BC BCR BVC BLK CATV Cl It CNB CL CLR C&G E EC ECR EVC EXIST FLG FE AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUITTR EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END CITY OF NEWPORT BEACH OCEAN BLVD. AND MARGUERITE AVE. PAVEMENT RECONSTRUCTION C-5581 {\ I APPROVED: ___ 1,_r;,,,,,,tJcJ_~d-~_lc_·_· -~------- MARK \i'(JKOJEVIC, k:oEPUTY PWD / CITY ENGINEER / DATE: /{}-ZY· I'/ r 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", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs 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 CONS TRUCTION. 3, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, 4, P,C,C, SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. 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 BOTlH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTlRACTOR'S EXPENSE. CONSTRUCTION NOTES CD PROTECT IN PLACE. ® REMOVE EXIST. PCC PAVEMENT (6'-7" TlHICK) AND CONSTRUCT 7• TlHICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND 1.10DIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. G) REMOVE EXIST. AND RECONSTRUCT TYPE "B" Pcc cuRB PER CNB sro-1a2-L © ADJUST MANHOLIE TO GRADE PER CNB SID-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH TillCK PCC SIDEWALK PER CNB STD-180-L ® REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB _STD-511-L. 0 REMO'vc: EXIST. ANO CDNSTlRUCT NEW ALLEY APPROACH TYPE "A" PER CNB SID. OWG. STlD-142-L. ® REMOVE EXIST, AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER CNB STlD. PLAN 162-L 0 REMOVE EXIST, AND CON STRU CT 6-INCH THICK DRIVEWAY APPROACH PER MODIFIED DETAIL AS SHOWN ON GRID AND RAMP, SHEET 11. @ REMO'vc: EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-SID 181-L MODIFIED AS SHOWN ON TlHE RESPECTIVE INTERSECTION GRID ANO RAMPS, SHEETS 6 TO 12. @ REMOVE EXIST, METAL BEAM GUARDRAIL AND BOLLARDS AND CONSTlRUCT CONCRETE BARRIER WITH PILE SUPPORTS PER DETAIL ON SHEET 2, { @ REMOVE EXIST, LOCAL DEPRESSION GUTTER BY SAWCUmNG AT FLOW LINE AND RECONSTRUCT THE LOCAL DEPRESSION GUTTER PER APPLICABLE NOTES AND DETAILS OF CNB ST0-304-L @ REMOVE EXIST, SIGN, AND RE-INSTALL NEW SIGN ANO BREAK AWAY POST. SIGN TO MATCH EXIST. @ PLACE AND COMPACT. VARIABLE DEPTH IMPORTED SAND AS NEEDED. @ REMOVE EXIST. AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), THICKNESS TO MATCH TlHE NEW PCC PAVEMENT. @ INSTALL BLUE REFLECTIVE PAVEMENT MARKERS AT FIRE HYDRANTS PER ST0-902-L @ INSTALL (2) BIKE RACKS PER MANUFACTURER AS DETAILED IN THE SPECIFICATIONS.· ~ TREE SHADING LEGEND: FL FM FLOW LINE FORCE MAIN %,,, @ INSTALL BOffiE FIWNG STATION Willi A 12" DIA. X 3' DEEP FRENCH DRAIN FILLED WITH GRAVEL PER DETAIL ON SHEET 7. Q {J SHRUBBERY """ .= .= '"'-ASPHALT PAVEMENT : : : : : :; :";:'::\ :; :\ BRICKWALK I·::·.·:. :. <) CONCRETE -... · •. ·.• . -• ·. r11111111J BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---~---CENTERLINE --S----SEWER LINE ----W-----WATER LINE ---G---GAS LINE --E--POWER LINE --T--TELEPHONE LINE -CTV -CABLEV1SION LINE -SP--SPRINKLER SYSTEM b, STREET LIGHT SIGN (FOR PLAN & PROFILE SHEETS ONLY) 1:: ·•.=-··; 1 NEW PCC PAVEMENT/CROSS-GUITTR/ALLEY APPROACH G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STIL T w W/ GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL ,JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH " -I ~-, I I I I / / / / / / / / I I u-:;,-,_,oo )'-~ 'ZP_,, ?'If;,, @ REMOVE EXISTING POST/ BOLLARD AND FOUNDATION. L ~ ~q ® REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK WITH CURB AND RETAINING WALL SLOPE GRADING AS SHOWN ~ ;::l, ON PLAN, SECTION ANO DETAILS ON SHEET 11. " s,.J E \,>_l @ INSTALL 1" WATER METER SERV1CE PER CNB SID-502-L. w L r:;;:,.. [~ @ INSTALL 2" DIA. ABS OVERFLOW DRAIN TO CURB FACE. !;;: ~-@ REMOVE EXISTING DRINKING FOUNTAIN. CUT/ ABANDON EXISTING WATER SOURCE. ~ 4, @ REMOVE EXISTING LANDSCAPING AND MODIFY EXISTING IRRIGATION AS REQUIRED. ~ ~ @ REMOVE AND RETURN EXISTING GUARDRAIL OR MAINTAIN IN PLACE DURING ACCESS RAMP CONSTRUCTION AND 0 El.1BED GUARDRAIL POSTS INTO NEW ACCESS RAMP CURB. ! ;i @ REPLACE EXIST, TRAFFIC LOOPS AS SHOWN PER CAL TRANS SID. PLANES ES-5A, ES-5B (TYPE L MODIFIED TYPE E). la!! -;::::;: INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLIESS OTHERl\1SE SHO'MII, LOOPS SHALL BE INSTALLED < -1 AFTER PAV1NG AND EXACT LOCATION APPROVED BY ENGINEER ~\'- ffi ~~ 1--------------------------------------t~ -SHEET INDEX ~ 3 ~---------------------------------~~~ [iJ 0 TITLE SHEET TYPICAL SECTIONS AND DETAILS __, "' z \/'J < tJ <i 0 0 PLAN & PROFILE OCEAN BLVD, STA. 19+21.84 -STA. 28+57,91 ~ ~4 0~. L:J PLAN & PROFILE OCEAN BLVD, STA. 28+57,91 -STA, 38+81.32 fsl PLAN & PROFILE MARGUERITE AVE, STA. 10+20.37 -STA. 21+10.75 j: L:'.J '.:J-0 INTERSECTION GRID AND RAMPS GOLDENROD AVENUE / OCEAN BOULEVARD j 0 INTlERSECTION GRID AND RAMPS HELIOTlROPE AVENUE / OCEAN BOULEVARD ':5 INDEX MAP 0 INTlERSECTION GRID AND RAMPS IRIS AVENUE I OCEAN BOULEVARD s EMERGENCY TELEPHONE NUMBERS NOT TO SCALE l'gl INTERSECTION GRID AND RAMPS JASMINE AVENUE / OCEAN BOULEVARD ? RECORD DRAWINGS L:J 33, SOUTilERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIV1SION DAY -PROJECT AREA These Record Drav.ings have been. prepared based on information submitted, in part, by '1ii7 INTERSECTION GRID AND RAMPS LARKSPUR AVENUE / OCEAN BOULEVARD ~o (BOO) 624 8153 others. ~h1le this information 1s believed to be reliable, City of Nelhport Beach is not ~ (800) 611.::-1911 i~t~~:~~1~1:on~::".:'~~:~fi nor for errors or omissions "11ich may have been incorporaled 02] INTERSECTION GRID AND RAMPS MARGUERITE A VENUE / OCEAN BOULEVARD i (BOOl 332-1321 r,;:;i ·;:: (949 644-3011 BASIS OF COORDINATES: L!3J INTlERSECTION GRID AND RAMPS MARGUERITE AVENUE / SEAVIEW AVENUE ~ NIGHT (949 644-3717 f'.i3l INTERSECTION GRID AND RAMPS MARGUERITE AVENUE / BAYSIDE DRIVE l, ORANGE COUNTY SANITATION DISTRICT (714) 962 _2411 COORDINA1ES SHOWN ARE BASE ON THE CALIFORNIA COORDINAlE L::::J G TIME WARNER CABLE (714) 542-6222 S1S1EM (CCSB3), ZONE vi, 1983 NAD. (2ooo7.oo EPOCH). ~ SIGNING AND STlRIPING OCEAN BOUELVARD & MARGUERITlE AVENUE C-5581 :il ~co~x:.;c~O~M!l;jM~UN~l~CA~TI~O~N~S-----------..;~-~~---------------------1!!"'!'!!!"'!'!!!!!!!!"'!'!!!!!!!!!!!!!!!!r-------.... --------..,.---.,,-i:-----r-=:-:::~------T--r---,-------------,----r.:==~=:-:=-:---r-:-:::=~-=:-~==--T---------------------------,f BASIS OF BEARINGS: • PLANS PREPARED BY REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: OCEAN BLVD AND MARGUERITE AVE PAVEMENT RECONSTRUCTION g CALL TOLL FREE 1-800-227-2600 48 HOURS BEFORE YOU DIG THE BAs1s oF BEARING SHOWN HEREON 1s THE BEARING BETWEEN ORANGE • ONWARD ENGINEERING DouGLAs sENAsH 1 • n TITLE SHEET ~ COUNTY SURVEYORS CGPS STATIONS "TRAK" TO "FVPK" BEING N6714'53.B"W, 300 $, HARBOR BLVD., SUITE 814 PROJECT ENGINEER'S NAME t vi-J I__------·, f COORDINAlES SHOWN ARE BASED ON THE CALIFORNIA COORDIN,'\1E SYSlEM •• e e e • ANAHEIM, CA 92805 35 MARGUERITE R O E S co ST H ~ CCSB3 , ZONE VI, 1963 NAO 2007,00 EPOCH , • p (714) 533 3050 R.C,E. NO, 539 MIKE PISANI FRANK TRAN, RCE 62845 AVE F OM OCEAN BL VD T A T A WY _ BENCHMARK: • F (714) 808~1270 DA1E M,O,D, DEPUTY DIRECTOR ASSOCIATE CIV1L ENGINEER OCEAN BLVD FROM GOLDENROD AVE TO MARGUERITE AVE ; DESIGNED JDP DRAWN SM ? \.4 ,. l"'-1-----------------------R--6-0_4_3_S_-t9-o.c.s. B.M. "NB4-36-74" EL=67,054 FEET (NA\/D BB, 1994-1995) ONWARD -----+-----+---+---+-------------+----I DATE lO. 'L2· l I DATE __ lD_-_2._ .. _-_,~_ CITY OF NEWPORT BEACH 1---------...... ~ FOUND A 3 3/4" ALUMINUM DISK SET IN THE NORTHWEST CORNER OF A CHECKED 1E - 4FT. BY 22FT, CATCH BASIN LOCATED AT THE SOUTHWESlERLY CORNER ENGINEERING =•GLASBEN•ru, PE. 5393, = 12/Jl/1S OAlE DB DA 10/06/14 NO, DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 1 OF 14 9- L--------------------.J~OF:;,_:;TH:;::E;_:l:;:,NlE=RS:E:;_CTI;:O:N:..:O:;,F.,:O:;;C:;;;EA;:;N:..:B;L,;:;.VD;;::AN;:::D.,;H,;;;E;LIO;;,TR~OP.;;E..;A;,;VE;;;N;.:U,:;E. ___ ..,1 _______ ,1,vw----~~-~~=....:,..;.. ____ .,1, _______ ..,1, ____ ...J., ____ ..__..J.. __ ...J., ___________ ...., ____ .._ _____________ =~==n=.!b.~=-=-="""'"""'....,..,..'"""',_·---------&..------..I"' MARGUERITE AVE. 67$67$“ STA 19+25.94 - STA 38+81.32 OCEAN BLVD. 2 & MARGUERITE AVENUE TYPICAL SECTIONS AND DETAILS OCEAN BOULEVARD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 CONC. BARRIER W/ PILE SUPPORTS DETAIL MARGUERITE AVE. STA 19+12.00 - STA 21+10.75 RECORD DRAWINGS DC M NOTES: T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 2 - T Y P S E C & D E T A I L S . d w g , 7 / 6 / 2 0 1 5 1 0 : 0 6 : 4 6 A M R/W R/W 1---------------------VARIES---------------------1 N01ES: EX. 6"± TYPE B CURB SAWCUT AS NEEDED 1.) EXISTING STREET IS TYPICALLY 6"-7" THICK PCC OVER COMPACTED NATIVE SAND. 2.) WEAKENED PLANE JOINTS SHALL BE CONSTRUCTIED AT INTIERVAL OF 10' ON CENTER EACH WAY. ** AS SHOWN ON PLAN OR AS NEEDED DURING CONSTRUCTION 2 /2 ············\___········.·.·.·.·_- EXIST. COMPACTED NATIVE SAND EX. PCC PVMT N.T.S. EX. 8"± TYPE B CURB SAWCUT AS NEEDED ···········I······· ................ . . . . . . . . . . . . . . . . . 14 W'LY E'LY ~ i ~ 1 ---------------------PER PLAN -------------------i1 1------------------PER PLAN ---------------i cp I /.EX. 6"± TYPE B CURB 2 EX. 6"± TYPE B CURB -+VI SAWCUT AS NEEDED SAWCUT AS NEEDED ! [I========' ======~;=,·1;=r~~=~=:=======j EXIST. COMPACTIED ••••••• N01ES: NATIVE SAND u .... <<< ...................... -• -. • •••••••••••• \__ •••• ·----------------·. . ...... --• -----------------I· ................................... . 1.) EXISTING STREET IS TYPICALLY 6"-7" THICK PCC EX. PCC PVMT 14 OVER COMPACTED NATIVE SAND. 2.) WEAKENED PLANE JOINTS SHALL BE CONSTRUCTIED AT INTIERVAL OF 10' ON CENTER EACH WAY. ** AS SHDWN ON PLAN OR AS NEEDED DURING CONSTRUCTION W'LY N.T.S. W'LY E'LY N01ES: ~ i ~ 1----------------------PER PLAN ___________________ _, 1------------------PER PLAN ---------------i PVMT SEE PLAN 2 EX. 6"± TYPE B CURB SAWCUT AS NEEDED SAWCUT AS NEEDED ! ~I::::::::::,==~~===~;;-:,:· ti ;:z~ .. , :~:::::::::::::~ u ·············\__·····_-_-_-_-_-_-_-_-_-_-. EXIST. COMPACTED NATIVE SAND EX. PCC PVMT .......... 14 1.) EXISTING STREET IS TYPICALLY 2" ± AC PVMT ON 6"-7" TIHICK PCC OVER COMPACTIED NATIVE SAND, SEE PLAN. ·------i·--·_-_-_-_-_-_-_- 2.) WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT INTIERVALS OF 1 O' ON CENTIER EACH WAY PER UNIT. N.T.S. 1"SCORE LINE FG BOTTOM OF WALL NOTE: 11.5' TOP OF BARRIER 3.5' CL 3.5' 1--,::t--';;P:';',IL:=E --TYPiCAL DIA. SECTION io PILE SPACING 8'-0" O.C. MAX. ELEVATION VIEW CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES AND NOTIFY ENGINEER IF GREA TIER PILE SPACING IS NEEDED TO AVOID CONFLICT. SEE ELEVATION VIEW FOR FINISH DETAILS • #5 CONT. (TOT 12) • []us @ 8" MAX. FLOWLINE • #4 CONT (TOT 2) 24" * #4 @ 18" PILE SECTION ~ ------BACK I ITOP OF BARRIER 1'-6" b I "' FG ' z "' - ' D I "' W4 @ 6" 12"0 #6 VERTS * (TOT 7) EXTEND INTO BARRIER MINIMUM 18" CLR PILE SECTION OF CURB --------N.T-.S-. ------@ t:IQIE;_ -LETTERS "C D M" TO BE 2" WIDE, 1" INDENTED IN WALL FACE. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL. -ALL REBAR TO BE EPOXY COATIED. • • •••••• • ONW~RD /){!)Ji 1/06/15 ENGINEERING "'o=DU~1US-'-c--=eEN=AS=1.~P£.~539=3s~. =Ex=p 1=21=31/~1s~~~~o=A1E TOP OF BARRIER- -------- , 1"SCORELINE r FG BOTTOM OF WALL LI 11 5' 3.5' 3.5' - - - --- -LETTERS "C D M" TO BE 2" WIDE, 1" INDENTED IN WALL FACE. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL. -ALL REBAR$ TO BE EPOXY COATED REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN I 16" t SIDEWAlK 11.5' CONSTRUCTION NOTES 0 PROTECT IN PLACE. ® REMOVE EXIST. PCC PAVEMENT (6"-7" THICK) AND CONSTRUCT 7" THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. ® REMOVE EXIST. AND CONSTIRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. @ REMOVE EXIST. METAL BEAM GUARDRAIL AND BOLLARDS AND CONSTIRUCT CONCRETE BARRIER WITH PILE SUPPORTS PER DETAIL ON SHEET 2. @ PLACE AND COMPACT VARIABLE DEPTH IMPORTED SAND AS NEEDED. 12" RECESSED 14" SQUARE/ MOND 1TH 12"X12" TYPE N SIGN, BOl DIN SIDEWAlK o 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: FRANK TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER A 5-28-15 AS-BUILTS JDP SM --+-----+..c=c..+-----+-------------+------■DATE _______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS DB 10/06/14 APPROVED SHEET OF " "C ·.:: -" <.> C E 00 E C <O 0 0 "' ' <O ~ r--0 "' " "C <n _, ~ w C, '<! '--' w V) ~ I N 0 .... ::c V) / 00 -" " = V) C C ~ c "' "' ~ 00 C C a: / " -·.:: " ~ E' C :::, I C C " <.> :9--= <.> C " a, -~ C a. ,. " z -0 >- §, 00 .'!! -~ ,:.: • FROM STA. 19+25.94 TO STA. 28+57.91 3 PLAN AND PROFILE OCEAN BOULEVARD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 3 - P & P O C E A N B L V D . d w g , 7 / 6 / 2 0 1 5 1 0 : 1 0 : 2 1 A M I / I I 70 70 70 19+00 -.,., - ~ ..... ?_~ -0) :oi :,:-.,,_=tq d --... ~-• ~ "I' "'~ • c..Q ""· -_-t m n-n :-.:::: r..: ~ ~ --':--t: -~ _._g :oo (j). ~l() c in= o :u:= ~V-c\'U')c .,-r~=U) ou;;; =grq: =o _I,() 20+00 --i.---w frl _J u.J I') "' X u.J ......_ I= ~ lO: ~ =G b;;--_!, * )=tt: ;'; fill N ;:::c,_ -'-:;;l ~ c.o: ~ <":b-:::::r,,..., - -~~ 6 - - = --~1r io • 1-cbc g N ± ""----"""" ----.!;:: :d -. 21+00 - <»- -<l>- == a = in CD: 6 Ill Gi "' -------.--QH- u -l e· =c;;;rr-·" =<>1.a:i 22+00 "' -• -~ Qh - -__ =:::G_ ..... ,. ~ ~, -i------cii ~ • _.;. I,,,.-_ = Cifl _<"I C =N ..:,,,. - 0 "' 'f= i=::, 23+00 ----1-----------ro C EAN BOULEVARD - -. CURVE DATA --- SEGMENT LENGTH RADIUS DELTA TANGENT GRAPHIC SCALE 0 136. 71 444. 90 17"36'21" 68.90 20 I 40 I BO 160 l __ ~I ® 11.06 200.00 3°10'10"' 5.53 © 67.22 40.00 9617'22" 44.65 ( IN FEET ) 66. 78 90.00 42"30'52" 35.01 1 inch -40 fl © 275.01 222.00 70•58'37" 158.28 - -·- Q ~-"- .~ lL"b =I-~-~~c_ - ---e ~:b;;-J,; 00 ,-."j ---v IO--:co .;.;;f/+- =-~O: =t .<P-':J. d (D- 24+00 - a- _, _,_ w I() I() + I') "' e U") --- -N -CC:: -i±lll -r= -A--t=- 25+00 I I ., -a> t): i-----------:>l= -\ e oo ... e Q r<)- 1" I ~ STA 25+53.08 OCEAN BLVD.=; ~ STA 10+00.00 HELIOTROPE VE. N 2164106.7363 E 6066233.9563 -,- =11> = i..; = a= =ib m ::::,q: m __ ,..,__ ~ =J l;,l_l =>-~-~~-N= --~:cD= _:{D: o :=1 U;c =~ U'):"'lC CD ;-----= --=-------- c,, -G :a _ -~:co =tsc o:>· ex -cc- :::G: (/) = Q .1{) m -•• _·ID LCl,,.; - -G>:-.:;:=1 -=oe-~--· ----::U::: CO. oi:-< i:=m --o, -r . ~ m --G> • ---=· <N _p,;;:_ ..,_ -( _11, (0--- -- ~ =mm: =o _,_-- ~ LI;; = a U;;; ~N -'°' =r ~ (D = 28+00 a ff Q ll) --0 - ~ ~ OCEAN BOULEVARD - NOTE: ALL EXISTING CURB DRAINS SHALL BE PROTECTED IN PLACE AND SHALL NOT BE OBSTIRUCTED. • ---,--•-•- - 70 70 70 SCALE: HORIZ: 1" 40' VERT: 1" 4' CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 REMOVE EXIST. PCC PAVEMENT (6"-7" THICK) AND CONSTRUCT 7" THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB SID-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. G) REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB SID-182-L These Record Drowings have been prepared based on information submitted, in port, by others. While this informotion 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. E 0 "' ,. " ~ a, ~ 0 a_ .., a_ I ,.,, 0 .... ~ m ~ ~ = V) .3 s;, ~ m " 0 ~ ~ -iii ~ E' ======================================I~ I " 0 ~ .-------------------------------------------------------------------------------------------------..... = • • •••••• • " al a, REVIEWED: APPROVAL RECOMMENDED: ~iof ESS / ON..t, ,$' <' <'.: 1, ~ ~ ~ ;:j ~ DOUGLAS BENASH ii'; i;:i ;.;; R.C.E. NO. 53935 z "' No. 53935 "' FRANK TRAN, RCE 62845 o • $Ji_ * EXP. 12-31-15 * DATE 10/22/14 ASSOCIATE CIVIL ENGINEER ---------------------.. ~ ONWARD "'"'4;; CMl __,,,#;"' DESIGNED JDP DRAWN SM A 5-28-15 AS-BUILTS CITY OF NEWPORT BEACH { ENGi NEERING -=.,.,,...,--~=~~~--7 L~0~6L~1=5 < or C/\l1~ ..._CH-E-CK_E_D --f--D-ATE------+~=-<---1--------------1--------DATE -------..._ ________ "' ·oOllli\SBENASH,P 53935, EXP 12/31/15 DAlE DB 10;06;14 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET OF ;:--._ ____________________________________________________________________ _. _________ ._ _____________ _..._ _______ _..._ ____ ..., ______ .., __ .._ __ .._ ____________ ..,. ______________ .._ _____________ .., ______ _.,:..: FROM STA. 28+57.91 TO STA. 38+81.32 4 PLAN AND PROFILE OCEAN BOULEVARD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 4 - P & P O C E A N B L V D . d w g , 7 / 6 / 2 0 1 5 1 0 : 5 0 : 0 0 A M 75 75 : 75 : I -• -• <->' ·a::: "I' ti -~ ',[ ""-~ "' m -~ m : (!le : 'Ste ti':: ~ - ~-b -b: f': - ~ ~--J; i;;.:_b::- : ~~co -r--- 0 ---0 -•-= 0 -•-, -,-i - 0 N -:_y_ -ti -::1: a:: g -_k: -Ill =if'" :tO -,- tt Q -.-I- -,- _,,,_.,._ :ai -- _, =c :tO =-- ~-_t-~ ,_ =Od - 0 --~- =-_._ ,-- = 'T =o~ _, '-'bc-=O ....: "'P =Jq :a:):: -= ,n ~ m,= $ ':±" >eiW rn = 9 oc, = =~- (l) 0 l,i;; -h - a:: <( ci •n a:: 0 CXl =o (I) OU: 0 85 rn -~ :1X) ~,_ fil -1 G ='? ~ B'< n\" -_ =?q: CD= == E{~- ID~~- =O O'i CXl 00 .0):: tq · CO: = =mm: 85 -J --------------- .i. 'iii a:: a rn a:, = • ID -~-~-----e -1:C : :ro: ~-m ::: ~ -:e-~ P,..-- 29+00 -- I 'E: "' .... 1 ) ------- 0 tn 30+00 - ---- -\ =::U)G-<D Q1'l-=l')l"s :C -V- _, 31+00 -.,--,-.,,,,,..._'#' " - &:3t ~ ~-:~. £:~-- 32+00 r .--,_, -1- - a:: en "' rJ:J ~ rJ:J ,c= "' : C',[ et -. :X: _§)--,-:en ± .._.,_ _, ·~ _,_ d '~= :'\'\,I;"" d ~,~ -•_\J -ffl::, 1.l ---.... :la::: ts _, -V =~-= =o -U'l =?Qc».:- - . 0 34+00 V -- Q 0 ~ -1 ): -r---sf -I CO J_ --ti= .,q_ 35+00 --V ... = ~ ,;:::__'! "'~ • --ffi= «[ u:i "'==Fil+c$ . 00 ~·f CO ~-.._.,_ ~ 0 36+00 -- 0 If} $"' =rQ: co -r <D V V -V- 37+00 38+00 --V - ~~ 'fflk=n= ~ ~ c - "' 39+00 d -i:.; lO -_:~-- <» ID - 40+00 85 SCALE: HORIZ: 1" 40' VERT: 1" 4' 41+00 LARKSPUR AVE I / MA~GUER/TE AVE l CONSTRUCTION NOTES 1 1 I i~' , 1 l , 1 • . CD PROTECT IN PLACE. i I I I C f j~/a:: (fil I 1 /zl REMOVE EXIST. PCC PAVEMENT (6"-7" TI-IICK) AND CONSTRUCT 7" rn L'____:-,. O ,;;/1, 0 • (;,Q; I fl <D e I NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS 5w I 5i,.._. I s~· I 10 a::&Jo a::l;l 1 , a::0 / ~ a::&J~"' d:: / 0 ;, /(/0 I ,!&J ~ z \!:) TI-IICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING / © rn [§ r---f"J,;~ :! : '"''0~J ~ 8 g~ \ INDICATED ON TI-IE TYPICAL SECTIONS ON SHEET 2. ___,I ~5 I ..,: 11 ..,: ..: I _, 1 F.-.. ., u:i ., ..,: ..,: _, ,-.: "' ~W 1 _/ JS' 7,0' : f I 6 ~ ~~ • I_V REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB ., I "' /"' I 5 F.-.. "' "' "' "' "' 1/) l"' ' il'O I ,:1 "' oo>-I I I co D ...... C"r,,I 6 (X) (',,I ...... I"') 0 I I i V l"I') HU) (';""\ •I ' I I 6~ ~ • 25' I 25 '1 ,T + 1 8 /,\:;; F.-.. fl', rn ~+ ~+ b ~ ~ ~ i_ I 25' 5 • " ' + 1 I I a:: [I] F.-..1 o$l+ ~ 6 -'!,c! ,,9,, JS'/ I -~ CD STD-182-L. ' u.i' 1 N O I / / , ;" N -,-L..:.AJ:, L'____'.',. ~ a:: / LI) ;" • , 2511 I o LI) / w o:: L'____:-,. • _ , / ;" -:r: "' ~ii: I \J :r: 0:: // I IEl < gw t ,uC ! I I ~ ..,: bg ~ ® REMOVE EXIST. AND CONSTRUCT 4-INCH TI-IICK PCC SIDEWALK PER CNB 'di / <I' °' , . "' ~ ;5 , ., ,1 ~ I ~ ~ --------i<( _, /4 ~ r <C-""'_, ""'~ ""' ' I ""' "" I~ ~ ~-t ;5 r,; ~bl ' • ~·, :: "'j ~ ·15~ , STD-180-L. ~I -------------~ ; ~~+ /,\11 10 -• ¥s's0 u..'. u.;I /' 0"',n, 1 . ,.,__'.:'8"', ~1 / ~,, :?,/1: ~~®,~~~~ 31c.,-lii~~•;o_~_0 1tH1l€~2 -~ _,. !?,,,:,, Iii ~Ji. '3;1Qx·i) ~-~@:D ?'L/)Ll)J' 2ro 1 ,,.b. 1 £"'3228 --" 1 ;::: a::-, 1 -/ •fii"REMOVEANDREPLACEWITI-INEWWATERVALVEFRAMEANDCOVERTO ~ I ~ 1, /,\~ ~Lt~ 'ti' ~ 0~ -~6iil) -"::,: '7 • ,;;. & I, Tr ~ 1-I I '(_r5 <D ) '?' ~ ·-T ti w ~"' y w ... ~ .. ~.,·_ 1----._ .J .a:: .. 11 .· ,'_ ·.liJ_ i,:_i·.· I~_.·--.• -.---.. _, I\V GRADE PER CNB STD-511-L. ';,_ I 5, 5 '25_ : ' ~ I : I=, .i. t ~ ~" ,z 6_ r:;,?w-~ fl ___ . -~ 1 , c: :'l'!IJ!i~ct ___ =7 -. --.-W-_== " · -\:\ -/.----~ ~ ~~ u ., =-:i-I\ ' ,ilrP-::-=:--~;--"-.---: ;:::-==::-=: -\ • ---~2:::, _ , '7----.,; ® REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH ~ f _-fl , ~ 1 \ri ,',>g;'§: ~~ / w"' ~-_,_---~ '1~ • . r --.. T":-:-,,:, "";v: • .,;., •-• ,,, • .,. v, • "'r ''I'~ ,,;;;;t,, -.• 119,,. , _,. • • • '" ~ •·-_ .,., .. --:.-----;,·: . ,, ;. ·•3ca+ ) PER MODIFIED DETAIL AS SHOWN ON GRID AND RAMP, SHEET 11. -1l ~ , l g O /M: ~~.w ~ '1 __ 1 ___ ::l;_.:;;y; _ .• . 0 I! 3 .. 2 • :·' 6 4' Llj;-3'-,,. • ·, • .. °:!= :. • • ; • ;• ? • =: • oo\ ;>~ • .. -~ -~~~ s' \{16), ,~:34•3i3"E ~6+0~ • ·1:l: . • ,. • • 37t;O \. :. : • • • • "38t00 • g •• •,~\~. . •. •• •• -. G0NST. ~ 1 @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER -s ' "'-<.___cl_O~ '--(_ --1--·.\~-P•.-:••··· :· ·.•· -. •"· ct} .-;,,. • :"-· ,---c•·.· "· ·• • ·e • ,.. • +.-• ~~CQNS, •• 't ••, _\_/,-./,~I. -:--: ,:~.·. r>as: .• I .• '. 5.•· .• •• LF F,,..I CNB-STD181-LMODIFIEDASSHOWNONTI-IERESPECTIVE c 0 .i. J.,!!. ' 7 I _ _J_--• • ___ C-•• -• -. : .·~··•. - • ••• ·l. I . ' .. ,~vOIN.'&,' ., ,·· ; • • . 21,11-h ' . • • -• ' •• • •'\}!14 -· ••••. ·.~ H. . '· ·~ ... -~ ._._ .... ,.0 --~-: 3F--'::._6 INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. ~ -'ii, 1 1 ' /___.-: -----~---, _,;;.._i_ _____ i, •• --, 3,-t-oO, ,.--::;;· .• ·;-.;'. • • •• •• ... ·.··.-, M'ATCHE,ISTi~d:i3 •· •-·~ .• \:•.:.• •: • ..• -•.•-.•·••,.: .•·:•••• •• •·J!l, ,t•·,-••' •. •.· •• -.. •. • .;,-·10·, .. -.• ~""'"'01 •1 ,,~.~•'~ _,-~_:=}.'?@1 REMOVEEXIST.METALBEAMGUARDRAILANDBOLLARDSANDCONSTRUCT Ee ·-/~ ------____ ·"fjllilk-~ ·-.... •. -... -... •.1 f 4c .. .. .. _.". •"i-.. • /)I> •• I>_ .. , ,·t>_. ►-.,,,.. I> ►• I> .. ...'!L-- <' .•, -· -~<--.·1 ~ "'8",r,:~• .. V\. •.,;· --·• •• '. ,;;q· .-•,_,,:·-·,.· ....•. ·.· ··. • ·• .. ·••:· • •;-,-;·. ' .. •. •-• • -.~ ~.•'· ---''-'-'-• • • -~-·• •· •• • .. · -••• • •. _: .. ,,..,. ___ _,,___ -CONCRETEBARRIERWITI-IPILESUPPORTSPERDETAILONSHEET2. :,ci ~ --► ~~1 ----•-• I> 30.;oo s~. -. " ►-2 ►.i • ,._ " .. -....... .-·.J-.... -1 ~4----• • ... • .. -.· ... -~;~ \ STA. 33+52.13.., P 1' 'I ~ ~ ~ / • ~ 0 cf' '£...o/ • • : • -· f: '. ' -' .~-• •'" ' -' .• :, ~ •• :v:-• .--: ·: ·:-'.'-":'. -.; :'.JfT -------A~ ~g• 5' II II 1,, rn ,ci,~::====-=8"='.m~e~~o9r I ~ l•'b"o+ / ·(9,jr:i•'\,',: t·.·•-•:_~----&,,., ,n)8 _______ -_---· .. ,:, 10 5 ~1/)x_ ~ ~ ·'°o:,x &8'x5.5'5 ~ 1 --;;;. 5 / _-_-_-;_-81 '-__ ,,,,,;,,------------', ___ ---_-~ ':..---r----~1-I ;., @PLACEANDCOMPACTVARIABLEDEPTI-IIMPORTEDSANDASNEEDED. ~ ·~ •~· , . ~ .. , . . . • ,,. @ REMOVE EXIST. AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), "' • ·• .11 . __ ______ ____ 1/)-, w _ ...... ,.... ..... __ ~ J\ l;l ~~0-;;i~..-1.,..+&J-f"_'"''tl/)· 0 -I1_1,~~! ~ ~"~ -' THICKNESS TO MATCH TI-IE NEW PCC PAVEMENT. ~ I I I ' .~ /A.·,:;.,,,,.,,,, "6, c,,:, ---..i-. 0 ,,; ~ I ct: SEE SHT 10 FOR NLAR~D PLAN ~ ~ [;:; io(0"' Q> ~ ::i ~d ~ (:.~Ii' @) ~::Aiio~~~~-RLEFLECTIVE PAVEMENT MARKERS AT FIRE HYDRANTS CD ,(\ _,, "''-a,~~ ~ ~ \ ~ ~ -, ~ @v ~ ci..,: .._~ ,...1y.,.:,_x rn a::w _x .~,_,__,, I ~ '->;(~ 1 _..,"'. ,/-" ~ <D ~ 36 x "' ~ ~ ~ N 2~ 637(~1~~0,0 3130 31 ·~ 3200 '3207' 3215 ., o, _x -' '-r' "'-"1 z ~c.:>l ~ ;;; tj -~-, 'c.r. ~ + i:ul~ ,.._ \+ \ I E 6067092:6276 I ~ I F.-.. I + 1/) ')I + ~ ;:;S c.,~ "' I o ~)', x,S-<9(Y, d _._ ,:;· 6iE) \ \ ;;, 3047 ;10 ~ \ ~ \ I I I I I I L'____:-,. I ~-~ /1 ~ ~-11,8 ~zw-' I 10 6 r ~ 40 D ~--1 a ~07 ;: \0" \ ;~i \ I \ ~. ~ =; . STA 32+2118300-"'"-I I \ '1 ~ \ 1 1 1 1 1~ ~ 6 ~ =; i~~r \ t ,f ~ \ SEE SHT 9 FOR ENLARGED PLAN I I I I ~ I I I I ; :~~'~ '1 I ';; -$._ ..,.i,1 BL\/0·"'-\ I "' \ N 2163888.0111 \ I I I I "'"'w"'a ~ Vl +9 .48 oCv-Nt!-11.JE \ ' ,i. E 6066836.~f -\ I II ~ I \ \ eieiblz '.--"r.=====!==============================;11:!'B ~ s1r,. 28 oo.oo IR\}_:C,to \ pv,.l-1 ' 'vi ---1:U@ EARL\Y \ I l -I I "' --~--s1r,.----'\ o; fOR £1-1 1 CONCRETE PAV~ME!-!I_____ \ _ _ :, --~ -~~r;,,s~\93~ .. 8\116 1 1 --1-.. 1-..,_.,. ,_.,. -------._______ _ ,..------,J __ 7 _---:;;:---~-;::--~~-=~J__~==-;.= • These Record Drawings have been prepared based on information submitted, in part, by { ,, ,_ 6 ., ,_ --_ __ ->-, _ _,,.,. ... ,~.,.-others. While this information is believed to be reliable, City of Newport Beach is not ~ C 606 1'i , ____ _ _ --...__., ----------'-.,,,,,, i-...,_.,,,. ,____ i.. -i-c-~ -.1-...... __. ~ ,_, ____ -------' _!'l i:.. _ -• ~ ------responsible for its accuracy, nar for errors ar omissions which may have been incorporated is " -_. -..___._..,,.._.,. ,_,-.... __ .,,. i--, _.,,. _ ---/ ~--------------~ QC EAN B Q LJ LEV ARD NOTIE: L':=in=t=o=t=he=s=e=p=la=n=s =a=s=a=r=e=su=lt=. ===================~f -, _ _ -CONTRACTOR SHALL PROTECT IN PLACE 1 cu RVE DAT A ALL EXISTING CURB DRAINS. § SEGMENT LENGTH RADIUS DELTA TANGENT F 118.42 190.00 35·42•44• 61.20 ~ u :3-.-------------------------------------------------------------------------------------------------..... ~ u ~ CD REVIEWED: ~iof ESS / ON.t, • APPROVAL RECOMMENDED: GRAPHIC SCALE G 65.31 350.00 10"41'30" 32.75 • •••••• • ,$' <' <'.: ~ ~ (2 ~ DOUGLAS BENASH .._, rn R.C.E. NO. 53935 "' No. 53935 "' FRANK TRAN, RCE 62845 o . $!Jl * EXP. 12-31-15 * DATE 10/22/14 ASSOCIATE CIVIL ENGINEER >- ONWARD "'"4;; CML __,r,..$:-"' ~D_E_s1G_N_ED_JD_P--+-DR_AWN __ s_M___,1-'A=1=-+_s-_2_a-_1s-+-A_s-_su_1Lr_s ________ >---_____ DATE -------"'-C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H_::::~~:::::f _ 7/06/15 'or C/\L,~w;, ~ ~ - 20 40 I_I 80 160 l __ ~I H 33.12 500.00 3'47'42" 16.56 ( IN FEET ) 1 inch -40 ft. ENGINEERING 1'o=DU=1US-.',-ceEN=AS=1~. P£.~539=3=s.~E=xp~1~2/3=11=15---~o=A1E CHECKED DB DATE 10;06;14 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET OF 9-._ ____________________________________________________________________ _. _________ ._ _____________ _..._ _______ _..._ ____ ..., ______ .., __ .._ __ .._ ____________ ..,. ______________ .._ _____________ .., ______ _.e: MARGUERITE AVENUE PLAN AND PROFILE FROM STA. 10+20.37 TO STA. 21+10.75 5 R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 5 - P & P M A R G U E R I T E A V E . d w g , 7 / 6 / 2 0 1 5 1 0 : 5 5 : 3 9 A M I I I I I I I 100 90 90 90 -' -•- o= -)'-~-lt} iL:U =:E ;- :Oil ~-" -----:=;f: - - -= I (I) Vl Da - --G .ci- =oil'.)_ d J 1:.::- Q)_ ..----m= ~~ ~ 0 i~ (J)- ,¢ ~-- . -U.-=lfi ~ m C)c Q:=co- ~=°· _ _,, -----:iq_,_ 01. =, - ±w N-0>-- -/ 11+00 12+00 1-I -_I - I I -"" GRAPHIC SCALE 40 O 20 40 80 160 ~--1-1_1 l __ ~I ( IN FEET ) 1 inch = 40 ft. mz ______..,,, U'l-=o u:; ="' =a:$ 0: fil --- =-ro 0 ----e1P _ =raj. ..... oi~-- m-_C0 -.::::1_ n:::: Q::;_ : -- E:I ::;;;;;( =-\~ -,-u_· -l §~ 13+00 e E]. ~~S":i cu :z <t; rr -•- ""' = ~-= :="! co--. co = a, m-m =O: :::m: l1;;; ---0, ~* ---- "-<fl 0 m---Q .J~): !fro !t'lc e, -' ,,.: e-'i:: -lll-u -, bn J -• ,=,.._ Sic: ;;;J Q =o:.<'SJ ~ =o~- --IO= _,_ oo- r.;--..:' tO-G -'" Q -1-..-_-----: -G>-=f J-C--:;;;; ..,.., ---..;:_:c::,:_ ___ ..,.., (I) I'S ,., ID ;.._.,,..,.., =in~. -=I :r: -~ :ILL "' _e-Q - -<le "' B = ,...._ a, = 100 -·- ---0 ,_,_ = --(9 .- ~~;:i:!' ---- ------.,--..... --..;;' ~ ::co ----~ D G) REMOVE EXIST. AND RECONSlRUCT TYPE "B" PCC CURB PER CNB STD-162-L. 0 ADJUST MANHOLE TO GRADE PER CNB STD-111-L. ® REMOVE EXIST. AND CONSlRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-160-L. ® REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. (j) REMOVE EXIST. AND CONSlRUCT NEW ALLEY APPROACH TYPE "A" PER CNB STD. DWG. STD-142-L. ,- I" 11~ lA "1t et,---2 ,.6 '\II Elc '!'E1-0l c.:21 ~1£:7 =o ~m 0 "-0 Ol :o ..... ..... .. ........ : :e -Gi-el 'QC 19+00 -CJ '-~ -t - -r cl --1 -------~-n... 20+00 = '--!_ :w -~ ~ ·1:ij '-(S :~ -?!-~ . . - 3'i -... --_!_-• • 3 -~ a ~:1_ N~ ·o: - :0 :- 2 ~-=~-=-~: O:::::N .---.;;_ _Q " I'" -0>- ct -,- I ,,_~ - 21+95 ---ED NOTE: 100 100 SCALE: HORIZ: 1" 40' VERT: 1" 4' I CONTRACTOR SHALL PROTECT IN ALL EXISTING CURB DRAINS. PLACE , _ _,,,.,. _ _,,,,~----,--~ ~ ---~-,,~ I -' ~ REMOVE EXIST. AND CONSTRUCT P ___ C_C_,.C,,URB ACCESS RAMPS PER -,.:i::_26' REPLACE EXIST. lRAFFIC LOOPS AS SHOWN PER CALlRANS STD. PLANES ES-5A, CNB-STD 161-L MODIFIED AS SHOWN ON THE RESPECTIVE ~ INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. ES-5B (TYPE E. MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER PAVING AND EXACT LOCATION APPROVED BY ENGINEER. @ REMOVE EXIST. LOCAL DEPRESSION GUTTER BY SAWCUTTING AT FLOW LINE AND RECONSlRUCT THE LOCAL DEPRESSION GUTTER PER APPLICABLE NOTES AND DETAILS OF CNB STD-304-L. @ REMOVE EXIST. SIGN, AND RE-INSTALL NEW SIGN AND BREAK AWAY ~ POST. SIGN TO MATCH EXIST. These Record Drawings have been prepared based on information submitted, in part, by a '14' PLACE AND COMPACT VARIABLE DEPTH IMPORTED SAND AS NEEDED. others. While this information is believed to be reliable, City of Newport Beach is not ~ \.'.3/ responsible for its accuracy, nar for errors or omissions which may have been incorporated iii @ REMOVE EXIST. AND CONSlRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), into these plans as a result. ~ THICKNESS TO MATCH THE NEW PCC PAVEMENT. ====================================1 2 I @ INSTALL BLUE REFLECTIVE PAVEMENT MARKERS AT FIRE HYDRANTS [ PER STD-902-L ;> ---------------------------------------------------------------------------------------ii REVIEWED: APPROVAL RECOMMENDED: c • • •••••• • ~~ ~ ,$' <' <'.: ~ ~ ~ ~ "' ~ DOUGLAS BENASH ii: fi ~ R.C.E. NO. 53935 z "' No. 53935 "' FRANK TRAN, RCE 62845 'o . $!Jl * EXP. 12-31-15 * DATE 10/22/14 ASSOCIATE CIVIL ENGINEER ~ ONWARD "'""4;; CMl __,,#;"' __ D_E_s1G_N_ED_J_DP-+-D-RA_WN __ s_M------11~A=1=+_s-_2_a-_1s--+-A_s-_s_u1L_rs ________ -+-____ DATE _______ .... C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H ________ 1_ ENGINEERING _ 7/06/15 < or C/\l,~ - 1 ·0-DU_1US_.,_,e=EN-AS-i,=P£.~539=3s-, -E=xp-12~/J-1/=1s--~~0A=1E CHECKED DB DATE 10;06;14 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET OF ;3-._ ____________________________________________________________________ _. _________ ._ _____________ _..._ _______ _..._ ____ ..., ______ .., __ .._ __ .._ ____________ ..,. ______________ .._ _____________ .., ______ _.,:..: ♦ ♦ 6 INTERSECTION GRID & RAMPS GOLDENROD AVE / OCEAN BLVD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 6 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 0 : 5 9 : 1 4 A M 10 "'--~ --------- / I 11+81.84 BCR --- 115 SF FLATWORK 10 o LF CURB ------ JOIN E / __ .,...,,,,. / / ./ ~-----·--· ..--+=------~--- <( 0 I ~ .J ::> -00 0 1-------- cn ~ u.l 0 0 --i--- • I 1 I GRAPHIC SCALE 10 20 I I IN FEET ) 1 inch = 10 fl - .... O> \{) N + "' - 40 I REMOVE EXIST. RAMP Cf) Cf) LL LL r----r----........ r----r---- r----r---- ·-·-·-·-·------------<------ . ·- I I I I -O> + D I I I CONST. Cb- u m O> <D L1) <D + D N -~ m If") O> -r----+ 0 N u w If") r---- <D r---- + 0 N ------..L ------i I I I I I ~ I I I I I I I I CONSTRUCTION NOTES ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. ---------------@) REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-STD 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. IX) -r<J D + -N I I . i;:' " ,;:< c\5' <o : CY 'v : I\ l::i : '-'-: ct-- : CL INT I --- ----I : 21 +03.18 OCEAN BLVD= : 10+00.00 GOLDENROD AVE 6'.9 6'.9 ·&. _ _,, 0 "O '{ 1 ------- CURB RAMP ACCESS AND 1. WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK TIHE ASSOCIATED RETAINING CURB SHALL HAVE A CURB FACE OF 0 . 2. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTRUCTED MONOLITIHIC WITIH TIHE PCC WALK. 3. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSTIRUCTED TO BLEND & JOIN TIHE RAMP. 4. DETECTABLE WARNING SURFACES SHALL EXTEND TO TIHE FULL WIDTH AND DEPTIH OF TIHE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. 6. • INDICATES GRADE BREAK = ------== ~ ---.._..;;== ~ --....;;;;..;;;.;;;_;;;..;;;.; w If") O> -N + -N 2735 C C ~ ====================================:::;I~ "' 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. ~ m C C ~ ~ -'iii ~ E' C ======================================I"' I C C ~ .-------------------------------------------------------------------------------------------------..... ~ '-' al a, • REVIEWED: APPROVAL RECOMMENDED: • •••••• DOUGLAS BENASH • • $Ji_ ONWARD ENGINEERING 1 L□6L15 R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN A 5-28-15 AS-BUILTS JDP SM CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS FRANK TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER >- DATE --C-1-TY_O_F _N-EW-PO_R_T_B_E_A_C_H ________ i --------+--------il~=+----+--------------f--------------------------- PUBLIC WORKS DEPARTMENT SHEET OF 9-APPROVED 0 DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE DB 10/06/14 _______________________________________________________________________________________________________ _. ___________________________________________________ .._ ____________________ _.,:..: 7 INTERSECTION GRID & RAMPS HELIOTROPE AVE / OCEAN BLVD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 7 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 0 3 : 2 0 A M ~ --------- ' LO n -------- • GRAPHIC SCALE • 10 0 • 10 20 40 •••••• "'--~ I I I I I • ( IN FEET ) • $Ji_ 1 inch -10 fl ONWARD ENGINEERING 1 L□6L15 DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE '/, D 'J,D 143 SF FLATWORK 115 SF FLATWORK 10 0 LF CURB 0 ~1-r---<xi HELIOTROPE AVENUE I I I t. C); - LIMIT OF WORK STA. 20+29.53 (&> ·&s i reJ>.9 . -.9 ? ? 'J' "'0 ............. • 0 "'s- "'0 ' "'-s- ------ f-' z "' 0 n LO + LO "' u 0 a. \1 0 0 -1 ' I I I I I I I I I I I Ix :! (/J CONSTRUCTION NOTES CD PROTECT IN PLACE. ~ 162 SF FLATWORK 0 LF CURB D v\: y 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L. - ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-SID 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. @ REMOVE EXIST. AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-11 THICKNESS TO MATCH THE NEW PCC PAVEMENT. - BIKE RACKS BOTTLE FILLING STATION/ FOUNTAIN @ INSTALL (2) BIKE RACKS PER MANUFACTURER AS DETAILED IN THE SPECIFICATIONS. @ INSTALL BOTTLE FILLING STATION WITH A 12" DIA. X 3' DEEP FRENCH DRAIN FILLED WITH GRAVEL PER DETAIL ON SHEET 7. FOUNTAIN DRAWLINE j-... LO @ INSTALL 1" WATER METER SERVICE PER CNB STD-502-L. @ INSTALL 2" DIA. ABS OVERFLOW DRAIN TO CURB FACE. @ REMOVE EXISTING DRINKING FOUNTAIN. CUT/ ABANDON EXISTING WATER SOURCE. FOUNTAIN 2" ABS OVERFLOW DRAIN TO CURBFACE @ REMOVE EXISTING LANDSCAPING AND MODIFY EXISTING IRRIGATION AS REQUIRED. DOMESTIC WATER SERVICE 12" DIAMTER HOLE X 36" DEEP FILLED W/ GRAVEL SECTION A-A N.T.S. ' (0 n ============================ 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, nar for errors ar omissions which may have been incorporated into these plans as a result. 1. 2. 3. 4. 5. 6. CURB RAMP ACCESS AND WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK THE ASSOCIATED RETAINING CURB SHALL HAVE A CURB FACE OF 0. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTIRUCTED MONOLITHIC WITH THE PCC WALK. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSTRUCTED TO BLEND & JOIN THE RAMP. DETECTABLE WARNING SURFACES SHALL EXTEND TO THE FULL WIDTH AND DEPTH OF THE CURB RAMP. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. • INDICATES GRADE BREAK REVIEWED: APPROVAL RECOMMENDED: DATE DESIGNED CHECKED DOUGLAS BENASH R.C.E. NO. 53935 10/22/14 DRAWN FRANK TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER A 5-28-15 AS-BUILTS JDP SM --+-----+..c=c..+-----+-------------+-------oDATE _______ _ DATE DB 10/06/14 NO. DATE DESCRIPTION OF REVISIONS APPROVED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET OF " .,, ·c .Q u C E 00 E !J 0 ~ ~ "' .:::::. "' ~ ,-.. 0 "' " .,, vi a. "' <( er: o'<! z 0 e= (..) w V) er: ~ z T ,-.. 0 .... ::c V) / 00 -" " = V) C C ~ c "' "' ~ 00 C C a: / " -·c " ~ E' C "' I C C " u ;3-= u C " a, -~ C a. ,. " z -0 >- §, 00 .'!! -~ ,:..: • 8 INTERSECTION GRID & RAMPS IRIS AVE / OCEAN BLVD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 8 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 0 6 : 1 6 A M \ \ \ \ \ \ \ \ / / / / , GRAPHIC SCALE 10 0 • 10 20 40 "'--~ I I I I I IN FEET ) 1 inch -10 fl ' ' ' O' / / / 1/ / 1/ / / / 1/ / 1/ / 1/ / '/ / 1/ / V / V / V / / / / / / / / / IRIS AVENUE JOIN EXISTING GUTTER JOIN EXISTING I I I I I I I I I I I 1 1 4' I !--2-1 I I I I ,,I I 15' 14 7 SF FLA TWORK 14 LF CURB ' ' I / I I I I I I I I I 4" CURB I 211: M JOIN I I I I I I I I I I ,t...z/ 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 10+00.00 "' IRIS AVE ::-::--::-::-:-::--;,---::-::: ... :-:-:-:-=--:-:~ / 28+98.48 ct OCEAN BLVD /(70.68 TC) /.. (70.80 FL) / •• ... '._o.so FL I I I I / 70.94 TC) .. (70.48 fl) ••• .. 70.48 fl I / / I I I / / 70.39 ·fl: ... /·· ... (70.39 FL) •• ••... I / / / I 70.27 fS •• .. _(70.36 FS) -:::, _. I / • ~ \J-.ll- 70.16 FS"•... ui uiui / • .. (70.21 FS) • «> ~.~. 0,,.. •••. ci 007 ._,. r-;-•• ' . r--!.:::, "<9i-.. ~ u::u:: • .. co ul ul l{')o.o_ •• ·ow •. 0 r-• .. r-._/ 15' > <1 MTS OF WORK I I I I I I 71.08 FS • .. (71.08 FS) i ii I 4' I H I I I I I I I I ~~ U ;:-L..J ,-.. ~c.. l[) CO 00 1/) coco ....: dci " "" / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / • • •••••• • • $Ji_ ONWARD ENGINEERING 1 L□6L15 DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE / / / / / REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN CONSTRUCTION NOTES @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-STD 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. @ REMOVE EXIST. AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), THICKNESS TO MATCH THE NEW PCC PAVEMENT. CURB RAMP ACCESS AND 1. WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK THE ASSOCIATED RETAINING CURB SHALL HAVE A CURB FACE OF 0. 2. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTIRUCTED MONOLITIHIC WITIH TIHE PCC WALK. 3. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSTRUCTED TO BLEND & JOIN TIHE RAMP. 4. DETECTABLE WARNING SURFACES SHALL EXTEND TO THE FULL WIDTIH AND DEPTIH OF TIHE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. 6. • INDICATES GRADE BREAK 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 hove been incorporated into these plans as a result. APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER A 5-28-15 AS-BUILTS JDP SM --+---------<1~=+-----+--------------t----------DATE _______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS DB 10/06/14 APPROVED SHEET OF " .,, ·c .Q u C E 00 E C r--0 ~ ~ "' .:::::. "' ~ r--0 c,, " .,, vi a. "' <( er: o'<! z 0 e= (..) w V) er: ~ z T "" 0 .... ::c V) / 00 -" " = V) C C ~ c "' c,, ~ 00 C C a: / " -·c " ~ E' C "' I C C " u ;3-= u C " a, -~ C a. ,. " z -0 >- §, 00 .'!! -~ ,:..: • 9 INTERSECTION GRID & RAMPS JASMINE AVE / OCEAN BLVD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 0 9 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 0 9 : 4 9 A M ) ------ ----- GRAPHIC SCALE 10 0 • 10 20 "'--~ I I I I ( IN FEET ) 1 inch -10 fl .d. 'iii 40 I . ..-- JOIN EXISTING -------- I I I I I I 4, I L'.':...J I I I JASMINE AVENUE I I I I I I 15' 14' 35' 455 SF 15' 4' t~---.. - N: (); l'l •• t9 ... . . .. EXISTl 3 \ 0 ° 157 SF FLATWORK 18 LF CURB -- r ///7] CONSTRUCTED "HIGH EARLY" .._.[_/'---"-// __ '-// ..L].L...> STRENGH CONCRETE, 11063 SF ---- 33+00 --+-- FL -- ---------\ --------\ ---------------- __.. ' ---------------------------- ------------------------------------------------- CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB SID-182-L. ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB SID-180-L. JOIN EXISTING @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-SID 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. lO 124 SF FLATWORK 21 LF CURB @ REMOVE AND RETURN EXISTING GUARDRAIL OR MAINTAIN IN PLACE DURING ACCESS RAMP CONSTRUCTION AND EMBED GUARDRAIL POSTS INTO NEW ACCESS RAMP CURB . CURB RAMP ACCESS AND 1. WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK THE ASSOCIATED RETAINING CURB SHALL HAVE A CURB FACE OF 0. 2. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSlRUCTED MONOLITHIC WITH THE PCC WALK. 3. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSlRUCTED TO BLEND & JOIN THE RAMP. 4. DETECTABLE WARNING SURFACES SHALL EXTEND TO THE FULL WIDTH AND DEPTH OF THE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. These Record Drawings have been prepared based on information submitted, in part, by 6. • INDICATES GRADE BREAK 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 C ~ ~ "' ~ m C C ~ ~ -.iii ~ E' C :::, I C C ~ -------------------....i: .... ------------;;;;;p;--ipiiii---,.---------------...... -----.-.:.i..---------------------1~ • • •••••• • • $Ji_ ONWARD ENGINEERING 1 L□6L15 REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN JDP SM 5-28-15 AS-BUILTS APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 " al a, -5 a. ,. ~ z 0 ASSOCIATE CIVIL ENGINEER >- DATE ..,C_I-TY_O_F _N-EW-PO_R_T_B_E_A_C_H ________ i ------+-----+..c=c..+-----+-------------+------0 --------1---------- PUBLIC WORKS DEPARTMENT SHEET OF 9- A CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE ________________________________________________________________________________________________ ..., ___________________ ._ _______________ ..., ______________________________ ,:..: DB 10/06/14 10 INTERSECTION GRID & RAMPS LARKSPUR AVE / OCEAN BLVD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 1 0 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 1 3 : 2 4 A M GRAPHIC SCALE 10 0 • 10 20 40 "'--~ I I I I I IN FEET ) 1 inch -10 fl r / / /7] CONSTRUCTED "HIGH EARL y" .._.[/'---'-// __ '-// ...L]-"--' STRENGH CONCRETE, 5565 SF --- 184 SF FLATWORK 10 24 LF CURB 4" CURB ___ , \, ,--. I I I I I I < '-, I L---- -----0------------------------------------------- LARKSPUR AVENUE ~ 0 'i2. 0 ci .... 0 0 j; j; "' "' d. d. t; 'U1 I I I I I I I I I 15' 4" CURB 15' LIMITS OF WORK STA. 10+34.22 I\ V V I·-. C ' 0 r--. co N + "' "' d. .... (/) ----------- ------~---------------- 4' r---1 I I <I ----- 4" CURB 0 0 0 "' + "' "' d. .... (/) [lC 0 {ll co '° c-l "' + "' "' 10 184 SF FLATWORK 44 LF CURB ------------------ --___ -r-7 ---\ I / -- / / / / / / / / / / / / ,.. / ,.,--,.. --- \ I \ I I I I I \ I I I I I \ I \ I I I \\ I I I I II I ...1.------ CONSTRUCTION NOTES @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-STD 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. @) REMOVE EXIST. AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), THICKNESS TO MATCH THE NEW PCC PAVEMENT. CURB RAMP ACCESS AND 1. WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK TIHE ASSOCIATED RETAINING CURB SHALL HAVE A CURB FACE OF 0. 2. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTRUCTED MONOLITIHIC WITIH TIHE PCC WALK. 3. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSTRUCTED TO BLEND & JOIN TIHE RAMP. 4. DETECTABLE WARNING SURFACES SHALL EXTEND TO TIHE FULL WIDTH AND DEPTIH OF THE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. 6. • INDICATES GRADE BREAK C C ~ ====================================:::;I~ "' These Record Drowings 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. ~ m C C ~ ~ -.iii ~ E' C l======================================I"' I C C ~ .-------------------------------------------------------------------------------------------------..... ~ • • •••••• • • $!Jl ONWARD ENGINEERING 1 L□6L15 REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN JDP SM 5-28-15 AS-BUILTS APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 " al a, -5 a. ,. ~ z 0 ASSOCIATE CIVIL ENGINEER >- DATE --C-1-TY_O_F _N-EW-PO_R_T_B_E_A_C_H ________ i -------+------i1~=+-----+--------------f------------------------- PUBLIC WORKS DEPARTMENT SHEET OF 9- A CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE _______________________________________________________________________________________________________ _. ___________________________________________________ .._ ____________________ _.,:..: DB 10/06/14 11 INTERSECTION GRID & RAMPS MARGUERITE AVE / OCEAN BLVD R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 1 1 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 1 7 : 1 6 A M DAYLIGHT 5.50' 2" DIA. DRAINAGE PIPE @ 24" o/c FS ELEV, SEE PLAN 4"PCC WALK PER ~ ~ CNB STD-80-L 0> 2% . . -__l..,,'""----,: n • .... _-.·.;". ~ --------ll . ~ ----Jl----~~ EXIST. BOLLARD TO 11 ---- BE REMOVED-----lJ ..____ EXIST. 4"± THK. PAVEMENT TO REMOV EXIST. 4"± THK. PCC TRAIL REMOVED ONLY PORTIONS THAT INTEFER WITH THE NEW IMPROVEMENTS SCALE: HORIZ. 1''=5' VERT. 1 "=1' NOT CONSTRUCTED \ 2% - \ \ CONSTRUCT 4" SIDEWALK \ \ FILL ~ ----- • SIDEWALK SECTION DETAIL SCALE: N.T.S. GRAPHIC SCALE 10 0 • 10 20 "'--~ I I I I ( IN FEET ) 1 inch -10 fl \ \ - 40 I CONRETE RETAINING WALL TW ELEV. SEE PLAN • "' "1 <( 0> 3-#4 HORIZONTAL REBAR \ b c-i \ \ 12"W X12"0 LENGTH OF WALL 3/4" GRAVEL ------- \ \ --- - --- 132 SF FLATWORK 10 e-tF-CURB 28 ~ 3 2 9q ·n9 & ------- --------- o: ro: MARGUERITE AVENUE -Gt{~~~ I 4' r-------1 I I 10+50.0 I I10+35.0 I I I JOIN EXISTING 20' 20' JOIN I EXISTING ------ I I I I I I I I I I 4• I ~ I I I I I --- ------ --------- ------------- ---- .....--1 ------ __ _,_,__ :. &9 u>·. &9 : (& ·S9 r--•. (& -~·. ~s ;:-; t :_ ~s< ,[s 9 "'sJ ,,., .... ~ . . . . . . . . . . . . --·: :. ~ • . 0 • •. ~ .... . . . . . . . ···-... -------~\;;<!) -------- 8 ' --9.99 Tc) 'I --- \ I (89.36 FLl _)I-- CONSTRUCTION NOTES \ I -- \/ -------...,,_-- --- 6'± TYPE B CURB PER CNB sm. PLAN 182-L CF=1" ----------+> 6" THK. DRIVEWAY PER APPLICABLE NOTES OF CNB sm.-162-L -------~ ?i. c:i D:'. JOIN EXISTING PRIVATE DWY. EXIST. PRIVATE DRIVEWAY 1 PROTECT IN PLACE. ~~ REMOVE EXIST. AND RECONSTRUCT TYPE B" PC CURB PER CNB SID-182-L. 7"1\@ REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB ~ SID-180-L. ----------® REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER MODIFIED DETAIL AS SHOWN ON GRID AND RAMP, SHEET 11. @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-SID 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12. @ REMOVE EXIST. METAL BEAM GUARDRAIL AND BOLLARDS AND CONSTRUCT CONCRETE BARRIER WITH PILE SUPPORTS PER DETAIL ON SHEET 2. REMOVE EXISTING POST/ BOLLAR REMO'>£ DEISllNS Atm GONSfRU ., .. ll I GURB ANB .& RETAI '" LOPE SRABltlS A ''' 14 PLAN. SEGll014 Atm 1. 2. 3. CUR WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK THE ASSOCIATIED RETAINING CURB SHALL HAVE A CURB FACE OF 0. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTRUCTIED MONOLITHIC WITH THE PCC WALK. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSTRUCTIED TO BLEND & JOIN THE RAMP. 4. DETIECTABLE WARNING SURFACES SHALL EXTEND TO THE FULL WIDTH AND DEPTH OF THE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. E C "" ~ MODIFIED DRIVEWAY DETAIL 6. • INDICATES GRADE BREAK C C ~ SCALE: HORIZ. 1 "=5' VERT. 1 "=1' ,r.==================================:::;I~ "' 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. ~ m C C ~ ~ -.iii ~ E' C l!:::::===================================I"' I C C ~ --------------------------------------------------------------------------------------------..... ~ • • •••••• • • $Ji_ ONWARD ENGINEERING 1 L□6L15 REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN JDP SM 5-28-15 AS-BUILTS APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 " al a, -5 a. ,. ~ z 0 ASSOCIATE CIVIL ENGINEER >- .& DATE --C-1-TY_O_F _N-EW-PO_R_T_B_E_A_C_H ________ i ------+-----+..c=c..+-----+-------------+------0 --------1--------11- PUBLIC WORKS DEPARTMENT SHEET OF 9-CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE DB 10/06/14 ________________________________________________________________________________________________ ..., ______________ ....,.,_ __ ._ _______________ ..., ______________________________ .:..: 12 INTERSECTION GRID & RAMPS MARGUERITE AVE / SEAVIEW AVE R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 1 2 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 2 3 : 5 4 A M 10 0 • "'--~ I I GRAPHIC SCALE 10 20 I I IN FEET ) 1 inch -10 fl 40 I w ::J z w ~ w I-- 0:: w ::J (9 0:: <( :?! 227 0 N 0 N "' "' m -st + -st <i. f-en 1/C 70 I 7. "fl . o.,, '6'.,:, 0::: • 6'_ ,,., u ',,., '5' [D 0 "' "' -------c=======~ ) 4" CUR "-. '-' C, <:, ,,_0 "'-c, ~ "':-"" i-}' .,_t< ~ ,,_0 §J-'r'-0 .,_Cl c:,<:,· i-:,'f-.,_.._ <.; >,; .,_Cl t,· .,_Cl 4" CURB 145 SF FLA TWORK 24 LF CURB 3301 I I I I I I I I I I I I I I I I SEAVIEW AVENUE 15' .,.,. I'-: +: -st: -. 9+65 15' -st I'-+ 0 "' N + m 15' fl> c,, c,, ;ill : 0) : -I>-. .,, : (I) 15-tOO o. 7.o 00, l5' +: O.,s • .,, "'· .. , 7 -• u.s ,,., : ,,., J' 70 : 0 l5' . • l7. • 6': .,,., 7. 7. O.s O.,s ·o . '5' ------- JOIN EXISTING 7 r;_ O.,s I O.,s • 7.J' . {,, ,,., ,,., '5' 0 4" CURB 15' ·a '-" • V "(: '< . ---- 3.5' "' 0 + "' • 7. 1? O.,s : O.s ·.s O:::· • ~ '.> u: u.s ,,., w· ,,., '5' • S', m· :--m: m• o: +: U'l· -: 301 133 SF FLATWORK 9 LF CURB 0 N a N 51 LF CURB 3300 CONST. -€L- 3( CONSTRUCTION NOTES @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB-STD 181-L MODIFIED AS SHOWN ON THE RESPECTIVE INTERSECTION GRID AND RAMPS, SHEETS 6 TO 12 . CURB RAMP ACCESS AND 1. WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK THE ASSOCIATIED RETAINING CURB SHALL HAVE A CURB FACE OF 0. 2. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTIRUCTED MONOLITHIC WITIH THE PCC WALK. 3. AFFECTED EXISTING HARDSCAPE, LANDSCAPE & IRRIGATION SHALL BE RECONSTRUCTED TO BLEND & JOIN TIHE RAMP. 4. DETECTABLE WARNING SURFACES SHALL EXTIEND TO THE FULL WIDTH AND DEPTIH OF TIHE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. 6. • INDICATES GRADE BREAK C C ~ ====================================:::;I~ 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. "' ~ m C C ~ ~ -.iii ~ E' l-=====================================I~ I C C ~ .-------------------------------------------------------------------------------------------------..... ~ • • •••••• • • $Ji_ ONWARD ENGINEERING 1 L□6L15 REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN JDP SM 5-28-15 AS-BUILTS APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 " al a, -5 a. ,. ~ z 0 ASSOCIATE CIVIL ENGINEER >- DATE --C-1-TY_O_F _N-EW-PO_R_T_B_E_A_C_H ________ i -------+--------ii~=+-----+--------------f------------------------ PUBLIC WORKS DEPARTMENT SHEET OF 9- A CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED DOUIUS BENAS!, PE, 53935, EXP 12/31/15 DAlE _______________________________________________________________________________________________________ _. ___________________________________________________ .._ ____________________ _.,:..: DB 10/06/14 13 INTERSECTION GRID & RAMPS MARGUERITE AVE / BAYSIDE DR. R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 1 3 - I N T E R S E C T I O N & R A M P S . d w g , 7 / 6 / 2 0 1 5 1 1 : 2 6 : 3 0 A M GRAPHIC SCALE 10 0 • 10 20 "'--~ I I I I ( IN FEET ) 1 inch -10 fl w :) z w ~ w I-- Cl:'.'. w :) (9 Cl:'.'. <( ~ 40 I 329 o. LO· +: a,· -- --------1------~~- §; CD sj- 0 :;j'. + a, 328 sj- 0 "' "' + a, 330 BAYSIDE DRIVE I l I sj- 0 -a, + a, I . : • )' "'.s : ! "'0 Ii ~ : sj- 0 "' -+ 0 N A NO WORK COMPLETED sj- 0 :;j'. + 0 N STA. 19+41.04 TO STA. 21+10.75 ------ 332 ........ - I I I i I i ---~- / / / / / / / } I I I I I I I I I I I I I I I I J I I I STA. 21+10.75 END CONSTRUCTION JOIN EXISTING CONSTRUCTION NOTES CD PROTECT IN PLACE. @ REMOVE EXIST. AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), THICKNESS TO MATCH THE NEW PCC PAVEMENT. CURB RAMP ACCESS NOTES 1. WHERE CURB ACCESS RAMPS JOIN EXISTING PCC SIDEWALK THE ASSOCIATED RETAINING CURB SHALL HAVE A CURB FACE OF 0. 2. RETAINING CURB SHALL BE 4" WIDE AND TO BE CONSTRUCTED MONOLITHIC WITH THE PCC WORK. 3. AFFECTED EXISTING HARDSCAPE LANDSCAPE & IRRIGATION SHALL BE RECONSTRUCTED TO BLEND & JOIN THE RAMP. 4. DETECTABLE WARNING SURFACES SHALL EXTEND TO THE FULL WIDTH AND DEPTH OF THE CURB RAMP. 5. LANDING AREA SHALL HAVE A MAXIMUM GRADE OF 2% AT ANY DIRECTION. 6. • INDICATES GRADE BREAK. C C ~ r.===================================;I~ 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, nar for errors or omissions which may have been incorporated into these plans as a result. "' ~ m C C ~ ~ -.iii ~ E' ====================================-~ I C C ~ --------------------------------------------------------------------------------------------..... ~ • • •••••• • • $Ji_ ONWARD ENGINEERING 1 L□6L15 REVIEWED: DOUGLAS BENASH R.C.E. NO. 53935 DATE 10/22/14 DESIGNED DRAWN JDP SM 5-28-15 AS-BUILTS APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 " al a, -5 a. ,. ~ z 0 ASSOC/A TE CIVIL ENGINEER >- DATE --C-1-TY_O_F _N-EW-PO_R_T_B_E_A_C_H ________ i ------+-----¼-"="--+----+-------------+-------0 --------1---------11- PUBLIC WORKS DEPARTMENT SHEET OF 9- A CHECKED DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED Dlll/lUS BENAS!, PE, 53935, EXP 12/31/15 DAlE ________________________________________________________________________________________________ ..., ______________ ....,.,_ __ ._ _______________ ..., ______________________________ ,:..: DB 10/06/14 FROM GOLDENROD AVE TO EAST COAST HWY 14 SIGNING AND STRIPING PLAN OCEAN BLVD & MARGUERITE AVE 1 31 32 33 34 35 36 37 38 39 40 41 R-6043-S C-5581 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 P: (714) 533-3050 F: (714) 808-1270 PLANS PREPARED BY: DOU G L A S BE N A S H 14 RECORD DRAWINGS T: \ C i t i e s \ C i t y o f N e w p o r t B e a c h \ O c e a n - M a r g u e r i t e \ P l a n s \ D i g i t a l \ P l a n S h e e t s \ S H T 1 4 - S T R I P I N G O C E A N . d w g , 7 / 6 / 2 0 1 5 1 1 : 2 7 : 3 8 A M . ~-20-\"00 94' ----,-----I ® ® -,--m ---:=!:._-=--r---L-!)l---e--- >-1/1 ~~& -z N-+o m~ -z . (.') ~w Ulffi IRIS AVE. 4o' 1 , r, 33,;----I-U/ if GRAPHIC SCALE 20 40 ,o ( IN FEET ) 1 inch -40 It. u w "1 m r--+ m - i:5 1/1 ib -\-...J m "' ...., @D 31 --- - 34 160 u m m <D lO ID + 0 N i:5 1/1 ! I j¥ ' ' ( ~ 10' 40' ... - I I \ \ 0 422' N = 0 = N MATCH LINE -S SEE [~~2 +B4.29 BC m u w lO 34 m 32 I I I I I I I I I I I I I 33 190' -- 31 I I I I LARKspu .,, I R AVr-t1 I C:. ,13s /; 11 I r I / I I I I I u m N -<D + lO N i:5 (/) I I 39 I 0-.. m I I I 34 -, -In 00 30' 35+00 246' 36+00 37+00 110' -0 135' -~ 216'--~---,- -- m ----.._ ----------------l@l 11 11 34 == I SEAVIEW AVE. 17+il! 466' =.. 18+0 39 I 33 51 -~I ~I ~l@)I ~I G,DI G_DI Q:DI 33 10' I I I I I I I I I I I I I I I I MARGUERITE AVENUE • REVIEWED: • •••••• • DATE DESIGNED DOUGLAS BENASH R.C.E. NO. 53935 10/22/14 DRAWN I I I I 19+00 I I I I (33o1) I 2Q,+00 SIGNING AND STRIPING NOTES 0 PROTECT IN PLACE 0 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A20A DETAIL 2. 0 0 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A20A DETAIL 18. PAINT/REPAINT RED CURB 'MTH TWO COATS. 0 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A20A DETAIL 22. 0 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 38. 0 INSTALL PAVEMENT MARKING ARROW PER CALTRANS STANDARD PLAN A24A TYPE IV (L) OR (R) 0 INSTALL PAVEMENT MARKING ARROW PER CALTRANS STANDARD PLAN A24A TYPE VII (R) 0 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D OR A24E AS SHOWN ON THE PLANS. 0 INSTALL 12" BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. 0 INSTALL 12" LIMIT LINE PER CAL TRANS STANDARD PLAN A24E. 0 REPLACE R1-2 "YIELD" SIGN ONTO EXISTING POST. INSTALL "YIELD" LEGEND CENTERED 10' FROM CROSSWALK. NOTE: ALL CONFLICTING STRIPING SHALL BE REMOVED BY EITHER WET /DRY SANDBLA~TING, HIGH VELOCITY WATER JETTING, OR OTHER METfiODS 'MTH ENGINEERS APPROVAL ONLY. ALL RED CURB 'MTHIN THE PROJECT LIMITS SHALL BE REPAINTED. 41-1 40+00 ------1 ------' +-- CURVE DATA SEGMENT LENGTH RADIUS DELTA TANGENT A 136. 71 444.90 17"36'21" 68.90 B 11.06 200.00 3'10'1 O" 5.53 C 80.67 48.00 96'17'23" 103.58 D 13.59 90.00 8'39'03" 6.81 E 9.49 90.00 6'02'25" 4.75 F 275.01 222.00 70'58'37" 158.28 G 118.42 190.00 35'42'34" 61.20 H 37.24 350.00 6"06'09" 18.64 ~ r ,_ Cl) i / () -h y ,_ Cl) 0 10' u1 N 74' 21+95 © 0 APPROVAL RECOMMENDED: FRANK TRAN, RCE 62845 ASSOCIATE CML ENGINEER 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. ONW~RD /J(!Jl ENGINEERING •-o-ou-GLA~s-BE-NA=sH~. P£,~s39=35,~EXP~1=21=i,~/1s~~ 7L~□-5/~1 ;=Air CHECKED SM JDP DATE 5-28-15 AS-BUILTS __:_::.:__-lc--~-----IF=-1-----+-------------+------IDATE ______ _ CITY OF NEWPORT BEACH 1---------t DB 10/06/14 NO. DATE DESCRIPTION OF RE~SIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET OF • V ~ -~ .c u C E 00 E C r---N - "' '-"' ~ r---0 "' ~ ~ :z < "' u 0 " z 0: ~ "' I ... f-:r: ;'.)- 00 -V V £ "' C C s c "' "' 9-00 C C s V ~ V ~ "' ~ C ::> I C C V u 3-- £ u C V O'.l -~ 0 "-~ V z -0 >. -~ 00 V ~ e-' •