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Home My WebLink AboutR_6038_S----------- JOHN WAYNE > AIRPORT ;;-<::; Ji 1' CITY OF COSTA ,II MESA I ,_ --------', GENERAL NOTES 1. ALLWORKDEfAILEO 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 CllY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CON'TRACTS SPECIAL PROVISIONS. 2. EXISTING UNl)ERGROUNO UTILITIES ARE SHOWN PS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE fOR VERIFY1NG THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3, ALI,. ,EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, ANO FINISH TO ADJOINING IMPROVEMENTS. PRO£CT LOCATION 4. P.C.C. SHALL BE. CLASS 560-C-3250 VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS - (IN ADDITION TO GREENBDOK SECTION 1-3'.2) • POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CL/RVE . ® STORM DRAIN MA;NHOLE BCR BEGIN CURVE RETIJRN BVC BEGIN VERTICAL CURVE I( FIRE HYDRANT BLK BLOCK WATER METER silx & SERv1CE CATV CABLE TV □WM Cl CAST IRON □PB PULL BOX if. CENTERLINE CNB CITY OF NEWPORT BEACH DGM GAS METER CL CLASS CLR CLEAR ®WV WATER VALVE C&G CURB AND GUTTER E EAST /ELECTRIC POWER POLE AN~HOR EC END CURVE 6 ECR END CURVE RETURN MONUMENT EVC END VERTICAL Cl!RVE -x-x-x-FENCE EXIST EXISTING FLG FLANGE BLOCK WALL FE FLANGED END • FL FLOW LINE TREE FM FORCE MAIN G GAS a ti SHRUBBERY GV GATE VALVE I GB GRADE BREAK .,ILL,.,(ll..&!,L~ ASPHALT PA VE.M~NT GE GROOv1ED END £::::::::::@ BRICK WALK IP&T IRON PIPE AND TAG LT LEFT 1 · , . • • • I CONCRETE MAX MAXIMUM :,.· .· _·,_· .. ·: ·.·: MJ MECHANICAL JOINT ~L!.'.'///////)1 BUILDING MIN MINIMUM EXISTING CONSTRUCTION NG NATURAL GROUND ----N NORT\-1 ----PROPERTY LINE • NTS NOT TO SCALE NO NUMBER NEW CONSTRUC~ON OG ORIGINAL GROUND PE PLAIN END ---if. ---CENTERLINE PROP PROPOSED ----S----SEWER LINE PB PULL BOX RCP REINFORCED CONCRETE PIPE ------W-----WATER LINE RET RETAINING RT RIGHT ---G---GAS LINE RW RECYCLED WATER :: SCH SCHEDULE ·---[--ELECTRICAL LIN8' s SEWER ,' TELEPHONE LINEi sco SEWER CLEANOUT --T SMH SEWER MANHOLE -CATV-CABLEVISION LINE SHT SHEET SW SIDEWALK ' s SOUTH --SP--SPRINKLER SYSTEM SCE SOUTHERN. CALIFORNIA EDISON --¢ STREET LIGHT SQ SQUARE STL STEEL -u-SIGN T TELEPHONE w WESl/WAltR W/ WITH • . ' ' ' ~: /: < :, ·,' ' ' -_._, . ,, '·:·---., -' -:, ,._ ' - ' ' : PUBLIC WORKS DEPARTNIENT EASTBLUFF BIKE LANE •:, ,, ' -' - . . • EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800} tl24-,8153 • SOUTHERN CALIFORNIA EDISON (;01.,!PANY • (ll00) 611-,1911 SBC/AT&T TELEPHONE COMPANY '{BOO) 3µ2-1321 CITY Of NEWPORT BEACH UTILITIES DEPARTMENT • (949) .644-'3011 ORANGE COUNTY SANITATION DISTRICT • (714) 1!62-2411. (949} 644-3717 ADELPHIA (714-) 542~6222 COX COMMUNICATIONS DRIVE / FORD ROAD IMPROVEMENT . PROJECT . C-5498. DATE: R.C.E. NO. 44223 LOCATION MAP SC4LE: 1 •=JOO' RECORD DRAWINGS ' ,, , ' BONITA CANYON DR • These Record Drawings have been prepared based on informo,llon submitted, in part, by others. Whtie this informatit>n is believed to be reliable, City of Newport Beoc:h is not responsible for its accuracy, nor. for 'errors or omissions which may hove been incorporated into these plans _as a result. • .. _ •. 5. CONTRACTOR .SHALL ADJUST CITY UTILITIES {e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SE.WER AND STORM O_RAIN MANHOLES) FRAMES ANO COVERS TO FINISHED GRADE. 6. l"ROPOSED. PAVEMENT AND CURB AND GUTTER SHALL JOIN ANO MATCH LINE ANO GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES STRIPING CONSTRUCTION NOTES ·-~--•• NSTALL BIKE LANE LEGEND NB SHOWN. 0-"7NSTALL BIKE LANE LINE (DETAIL 39). ~--.3_r."\_,NSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A}. ~NSTALL CHANNELIZING LINE (DETAIL 38A). ~NSTALL lYPE W (R) PAVEMENT ARROW. ~NSTALL LANE DROP MARKINGS (DETAIL 37). ~ELOCATE EXISTING SIGN. WllEMOVE SIGN OR MARKING. ~NSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART" . STREET CONSTRUCTION NOTES ~NSTRUCT 6" W:. OVER 4" AB • ~OLD PLANE EXISTING W:. PAVEMENT. TACK COAT ALL JOINTS AND SURFACES AND CONSTRUCT K-OVERLAY (0.1 O') MIN. THICKNESS , ®---f.oNSTRUCT 8" CONCRETE CURB AND GUTTER lYPE "A' PER CITY OF NEWPORT BEACH SID-182-L ~ONSTRUCT 6" TO a• CURB AND GUTTER lYPE "A' TRANSITION PER CfTY OF NEWPORT BEACH SID-182-L ®::::-<:oNSTRUCT 4" lHlCK PCC SIDEWALK PER CllY OF NEWPORT BEACH STD-180-L •• ~ONSTRUCT CURB ACCESS RAMP CASE 'C' PER CITY OF NEWPORT BEACH ST0-181-l ~ONSTRUCT CURB ACCESS RAMP CASE "E" PER CITY OF NEWPORT BEACH STD-181-l ~;MOVE AND REPLACE SPLITfACE ONE SIDE SLOUGH WALL PER OETAIL ON SHEET 2 ~,,:;;:--,,,.WCUT EXIST PAVEMEl"-!T ~UTl£T EXIST PRWAiE DRAIN TO PROPOSED CURB AND GUTTER, REMOVING EXCESSIVE PVC. SEE CITY OF NEWPORT BEACH ST0-184-L ~ONSTRUCT 6" CONCRETf CURB lYPE "B" PER CITY OF NEWPORT BEACH ST0-182-,l &-7--0NSTRUCT STAMPED CONCRETE AT MEDIAN PER DETAIL ON SHEET 2 ~RNISH AND INSTALL NEW 1 1/4" PVC CONDUIT, SCHEDULE 40, WITT-I 2 #8 (6k\l) INSUIATED CONDUCTORS ~NSTALL STREET LIGHT PULLBOX NO. 3-1/2 r DISPOSITION NOTES A 1---"-4'R0TECT IN PLACE _ ~1-"B~ EMOVE EXIST CURB OR CURB AND GUTTER C 1----t<EMOVE EXIST AC PAVEMENT D EMOVE EXIST SIDE.WALK E EMOVE EXIST TREE EMOVE EXIST BENCH ..-.-«[LOCATE EXIST UTILITY BEHIND CURB XIST SIGN -SEE SIGNING AND S1'RIPING PLAN -SHEET 7 I SEE SIGNAL MODIFICATION Pl.AN -SHEET 1 O J D,JUST TO GRADE K ELOCATE STREET LIGHT BEHIND CURB ---+'l"-' EMOVE EXIST CURB AND STAMPED CONCRETE M DJUST EXIST TELEPHONE MANHOLE TO GRADE BY CONTRACTOR EMOVE EXIST STREET LIGHT PULLBOX "c:;-• ' ij"'"~ ~ "' -r--------------------------~- SHEET INDEX ¢ i-------------------------------------1! 1 • TITLE .SHEET - 2 • TYPICAi:. CROSS SECTION, DETAILS 3 STREET PLAN &: PROFILE EASTBLUFF OR STA 12+50 TO 15+00 4 • STREET .PLAN &: PROFILE EASTBLUFF OR STA 10+00 TO 12+50 5-6 CROSS SECTIONS AT 25' INTERVALS 7-9 SIGNING ANO STRIPING PLANS 10 SIGNAL .MODIFICATION PLAN 11 LANDSCAPE. PLANTING PLAN 12 LANDSCAPE IRRIGATION PLAN 13 TRAmC CONTROL PLAN I r ~ ;j ~ I g § / ~ 0 f C-5498 f 1------------r-----------i-..,...,...., _____ ..,. __ ..,...,. ______________ ...,...,;.. ___ """'_.,. __________ ...... ___ Jli_iiiiiii.-iiiiiim-.iiiiiiii~~~~~~riA~P~PR~O~VA~L~R~E~CO~M~M~ENmD~E~O:;:~!iAP~P;RO~V~ArL~RErrc~OM~M~E~N~DE~D~: !....-hREIEVIME!iiwrnm:_...,. ___ 11 _____________________ _::..::..:..:.:~ ~ 1""1:-, TITLE SHEET 0 UNDERGROUND SERVICE At.ERT , (800) _422-413_3. CAQL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ~ ~ 38 TECHNOLOGY DRIVE, SUITE l 00 J/1 /) • ~ :.J/1'' IRVINE,CA 92618 ' (&JJf '---9-,L,c-;~ EASTBLUFF DRIVE/ FORD ROAD 1 5tantec 949•923 _6000 . . -.com MUNICIPAL OPERATIONS • b~f;~~~j~Ri~;+ BRA~EN~g~M~~t ~~~IN~~41 BIKE LANE IMPROVEMENT PROJECT ~ • . .,_ • DIRECTOR b,,,;.,,,='--_;,..=".,,,,.,...---t------------------'-----.---------11 •• , < 6 '[_ 12x../ • • .·_ ••• _··. ··_ .••. • •• DATf.: < 1/oB/Z<>l'j DATE: () f-f()•J '-I DATE: / /?, 1~1 D~~~~SC,SR ~~~S,SC,SR CITY OF NEWPORT BEACH 1--;_R;_-6~0..;;.3..;;.8_-s..:_ .... ~ suefN1. REID • R.C.E. 56~72 (EXP. 6/30/15) KED tf 18 2013 PUBLIC WORKS DEPARTMENT SHEET 1 OF 13 ~ '-----------------------------------------------------------------------........ --------------........ -r....--------'--------..&......~i......~~..___-~~..-.,;.;.;.;;;.;;;;;,.:;.:;.;..:.:.;.;::;:.;...._...J..;;~..!...::::...!2...1 C, EXIST lSMT I EXIST R/W EXIST R/W f---------42··--~~-~-~-~----,-,,..---,---42'---·~-~.,---c~~---i L11J·~-i-s·--· f-557·-,,-q.33'--~s··~+---9·~-.i-..-~~20·~~--1 I 5·- ---1®' ----1-- 1 I I I [fil PAYUMITS FOR EXCAVATION EASTBLUFF DRIVE 'TYPICAL CROSS S.ECTION NTS I - ....------~ ,--..~---~--~------~ 1fx4"x16" SPUTFACE CAP, NATURAL GREY #4 EPOXY COATING REBAR CONTINUOUS . . 24" #4 EPOXY COATING REBAR 2.4" O.C. . . . ' :· .: • -~-:---~-~-6."x8~x1 6" CONCRETE. BLOCK, NATURAL GREY __ PROPOSED.· SIDEWALK s" I 3" CLR (lYP,) CONCRETE FOOTING . -~•· 2 1/4 EPOXY COATING REBAR c;~NTINUOUS. SECTION NOTES: 1. ALL CELLS TO BE FILLED W / GROUT. 2, TOP OF WALL SHALL BE LEVEL.AND WITHOUT. STEPS. > . • 3. SURFACES NOT ADJACENJTO SOIL SHALL RECEIVE iWO COATS· OF ANITGRAFITY MATERIAL AP~OVED BY. THE ENGINEER • 4. SURFACES ADJACENT TO. SOIL SHALL RECEIVE TWO COATS OF WATERPROOFING MATERIAL. • .. •. · . • .. • 5. BLOCK SHALL BE GREY SPLITFACE EXCEPT .~LBLOCK WHICH SHALL BE PERCISION WITH DOUBLE SIDED B~,,... . •.· 6. JOINTS SHALL BE UNIFORM. WIDTH NOT TO. EXCEED 1/2'' . AND NOT LESS THAN 3/8". . • . . • • ·.• 7. FOR ADDITIONAL INFORMATION SEE SPECIFICATIONS SECTION 202'-3. Stautec: PROPOSEO CURB PAVEMENT COMPACTED SUBGRADE . SECTION NOTES: . --' 1. EXPANSION JOINT LOCATIONS SHALL MATCH THOSE AT A~ENT CURB. 2 .. PAVING COLOR/PATTERN AND FINISH TO MATCH EXIST. , STAMPED CONCRETE AT MEDIAN . NTS • CONSTRUCTION NOTES : i ~NSTRUCT s• AC OVER 4" AB ,..""LL."""· .. ""· ~LD PLANE EXISTING AC PAVEMENT (0.10' MIN). TACK COAT ALL JOINTS AND SURFACES -• AND CONSTRUCT AC OVERIAY (0.1 O'J MIN. THICKNESS ~NSTRUCT 8" CONCRETE CURB AND GUTTER T'IPE "A" PER CllY OF NEWPORT BEACH STD-182-L @-soNSTRUCT 6" TO 8" CURB AND GUTTER lYPE ·,: TRANSmON PER CITY OF NEWPORT BEACH STD-182-L ~ONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L ~Oi'ISTRUCT CURB ACCESS RAMP CASE •c• PER CITY OF NEWPORT BEACH ST0-181-l ~ONSTRUCT CURB ACCESS RAMP CASE "E" PER Cl1Y OF NEWPORT BEACH STD-181-L @-REMOVE ANO REPLACE SPl.llfACE ONE SIDE SLOUGH WALL PER DETAIL ON SHEET 2 ~WCUT EXIST PAVEMENT • • : ~UlUJ EXIST PRIVATE DRAIN TO PROPOSED CURB AND GUTTER, REMOVING EXCESSIVE PVC, . . . • SEE CllY OF NEWPORT BEACH STD-184-l • . ~ONS'IRUCT 6' CONCRETE CURB TYPE •s• PER CITY OF NEWPORT BEACH SID-182-L ""[::=•'.'._,½,,..T~r-"-n;I @-cONSTRUCT 4• THICK STAMPED CONCRETE AT MEDIAN PER DETAIL ON SHEET 2 ~RNISH AND INSTALL NEW 1 1/4" PVC CONDUIT, SCHEDULE 40, WITH 2. #8 (6 kV) INSULATED CONDUCTORS ~NSTALL STREET LIGHT PULLBOX NO. 3-1/2 F DISPOSITION NOTES A B w;;:;-::ROTECT IN PLACE EMOVE EXIST CURB OR CURB AND GUTTER !;:MOVE EXIST AC PAVEMENT G I K M 0 EMOVE EXIST SIDEWALK ,-.....,..EMOVE EXIST TREE F H J . .EMOVE EXIST BENCH ELOCATE EXIST UTILITY BEHIND CURB XIST SIGN -SEE SIGNING AND STRIPING PLAN -SHEET 7 SEE SIGNAL MODIFICATION PLAN -SHEET 10 !)JUST TO GRADE ,-..-f'IELOCATE STREET LIGHT BEHIND CURB L EMOVE EXIST CURB ANO STAMPED CONCRETE DJUST EXIST TELEPHONE MANHOLE TO GRADE BY CONTRACTOR EMOVE EXIST STREET LIGtff PULLBOX CURVE DATA DELTA/BEARING RADIUS l£NGTH 1 150'06'41 • 1.00' 2.62' 2 06'59'26"W 80.00' 9.76' 3 128'04'12' 2.00' 4.47' 4 N49"19'35"E -3.66' 5 89'06'01" 2.00' 3.11' 6 00"17'28" 1724.00' 8.76' 7 91'57'19• 1.00' 1.61' 8 N49' 12'28'E -0.37' 9 82"25'23" 1.00' 1.44' 10 N33'12'55''W -9.58' 11 9732'20" 1.00' 1.70' 1' N49'14'46"E -1.31' 13 88'04'59" 1.00' 1.54' l4 N36'50' 14''W -9.51' TANGENT 3.75' 4.89' 4.11' - 1.97' 4,38' 1.04' - 0.88' - 1.14' - 0.97' - ii I I . •. ·• • I : . •-----•··•v~• ,s-,),~~,.- 1 I i ---o• ,--=•• • ,.j,, i I .• ! 1201"Gr • I i I f ' : -~-, _,, ___ ",_,-,..,~~"~'-·"'--·~ ' --:.~, s -------- ~ I . I I I ' l 1 . ! [l ,lo· CT~-20• I ' ,i • • ' ! _· I . /. • J 0 0 STA 15+21.20 fASTBWFF DRIVE =STA 10+00.00 MAR VISTA DRIVE so~ AF=--=-; . i These Re others. f,esponslbl Into thes RECORD DRAWi • GS .d IJrowinQ$ hw~ been prepared bo8ed on inf rmotion submitted, in part, by de this Information I$ belleved to be reliable, City of Newport Beach ls not . for its occun1cy, nor for errors or omissions which may hove been incorporated .plans os a result. t: • 0 z 1-w w :c 0 Cl) LO w ct w~ Cl) <( w 1-z (/) CONSTRUCTION NOTES ~NSTRUCT 6" /\C OVER 4• AB ~LO PLANE EXISTING AC PAVEMENT (0.10' MIN). TACK COAT ALL JOINTS AND SURFACES ANO CONSTRUCT AC OVERLAY (0. 10') MIN. THICKNESS ~ONSTRUCT a• CONCRETE CURB ANIJ GUTTER TYPE "A" PER CITY OF • NEWPORT BEACH ST0-182-L ~ONSTRUCT 6" TO 8 • CURB AND GUTTER TYPE 'A" TRANSlTION PER CITY OF NEWPORT BEACH ST0-182-L ~ONS!RUCT 4• THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH ST0-180-L • ®-7:0NSTRUCT CURB ACCESS RAMP CASE ·c· PER CITY or NEWPORT BEACH STD-181-L ~NSTRUCT CURB ACCESS RAMP CASE "E' PER cm OF NEWPORT BEACH STD-181-l @--,lEMOVE AND REPLACE SPUTFACE ONE SIDE SLOUGH WALL PER DETAIL ON SHEET 2 ~WCUT EXIST PAVEMENT • . @-gllTL£f EXIST PRIVATE DRAIN TO PROPOSED CURB AND GUTTER, REMOVING EXCESSJVE PVC. . SEE Cl1)' or NEWPORT BEACH STD-184-L . ®=::-coNSTRUCT 5• CONCRETE CURB 1YPE ·s· PER CllY OF NEWPORT BEACH STD-182-L ..,.t ----,;-,,..... ,."'"'; J ~NSTRUCT 4• THICK STAMPED CONCRETE AT MEOWl PER OITAIL ON SHEET 2 ~RNISH AND INSTAU NEW 1 1/4" PvC CONDUrf, SCHEDULE 40, Wffi1 2 #8 (6 kV) INSULATED CONDUCTORS @-INSTAil STREET LIGHT PUllBOX NO. 3-1/2 F DISPOSITION NOTES f ___ 1-1,Hc~ I I i --I 115,:-c- • f) ' . e--z j;,-l±l TOP bF PROP 8" CURB ~~ NW ..-w <(W .._ i.u {/) :z p~----- n::--- ~ r I i i I -f 12+50 ,_J :c (.) I- <( ~ ' f _J 12+00 r.::, RW AIR RELEASE ~EE STD 515-L.:.A EXIST R/W -~ ~-½-1 () 0 \ r.,A ELEC PED_ ~AND SLAB ' I 'i I 1, l 'i-I i l - 11+50 11+00 11+00 ·\-..,_ ~"---_ J.- \ STA" 11 . EC . . -. ' ' ~!\IN WAL , STA 11 +05.49 BCR 10+50 \ \ ifl \ • \ \ TRAFF LIGHT 10+00 I SEWER MH A SEE SHEET 2 FOR MED N DETAIL I ~i..~ -1_, &.;/ -, ' DATE: SAN L REIO • R.C.E. 56872 (EXP. 6/30!15) STA 9+85.48 EASTBLUFF DRIVE =STA 93+96.16 JAMBOREE DRIVE CONSTRUCTION NOTES ~NSTRUCT 6' AC OVER 4" AB ~OLD PLANE EXISTING AC PAVEMENT {0.10' MIN). TACK COAT ALL JOINTS AND SURfACES AND CONSTRUCT AC OVERLAY (0.1 O'} MIN. TtlltKNESS ~ONSTRUCT 8" CONCRETE CURB AND GUTTER TYPE 'A" PER CllY OF ~~EWPORT BEACH STD-162-L @-,soNSTRUCT 6" TO 8" CURB AND GlllTER TYPE "A" TRANSffiON PER CHY OF -NEWPORT BEACH STD-182-L ~ONSTRUCT 4• THICK PCC SIDEWALK PER CllY or NEWPORT BEACH STD-180-L ' @-::oNSTRUCT CURB ACCESS RAMP CASE ·c· PER CllY OF NEWPORT BEACH STD-181-l ~NSTRUCT CURB ACCESS RAMP CASE "E" PER CHY OF NEWPORT BEACH STD-181-L @--REMOVE AND REPLACE SPUTFACE ONE SIDE SLOUGH WAU. PER DETAIL ON SHEET 2 ~WCUT EXIST PAVEMENT @-?UTLET EXIST PRIVATE DRAIN TO PROPOSED CURB AND GUTTER, REMOVING EXCESSIVE PVC. SEE Cl1Y OF NEWPORT BEACH STD-164-L -~ONSTRUCT 6' CONCRETE CURB TYPE 'B" PER CITY Of NEWPORT BEACH STD-182-L ~,-.:~L~-:,i;:~_;""'~I ®--'CONSTRUCT 4• THICK STAMPED CONCRETE AT MEDIAN PER DETAIL ON SHEET 2 ~RNISH ANO INST>ll NEW 1 1/4" PVC CONDUIT, SCHEDULE 40, WITH 2 #B (6kV) INSULATED CONDUCTORS @-4NSTALL STREET LIGHT PULLBDX NO. 3-1 /2 f • RECORD DRAWING,S These Record Drowi s hcive been prepared hosed on informotion submitted, In part; by others. Willie this I formotion, is believed to be reliable, City of Newport Beach is not responsible for its a oorocy, nor for errors or omissions -whi<:h may hove been incorporated into these plans <JS result. CURVE DATA DEL TA BEARING RADIUS LENGTH -, TANGENT 2 11•37•52• , 1735.00' 352.21' l76.71' 3 N36"09"56"W 24.26' 4 75"36'05" 62.00' 81 .81' 48.09' REI/IEWED: REVISIONS, DISPOSITION NOTES fl 60 PUBLIC WORKS DEPARTMENT SHEET 4 OF 13 iE I 130 - ESMT R/W 125 - 1_ 10_:__l I , I ,, I I ---7 I : ' 120 -I 6 _5,,. i--J-,-__;:;µ;~ 115 -- C/L 42' .. .. i 110+ I i I •1 , I ,10t75l -80 -70 -60 -50 ,40 -30 -20 -10 0 10 130 - C/L 125 - I 120- 115 - 110 -, I I i i ' ' I 1 Ot50 I -BO -70 -60 -50 ,40 -30 -20 -10 0 10 130 - C/L 125 - I 120 - -- 115 - 10+25. 110 -+ I i I ! I l l 1 i I -80 -70 -60 -50 -40 -30 -20 -10 0 10 130 - 125 - ESMT R/W : 1 o· I 42' C/L I 120 - 115 - 10+00 110 7 i I I : 1 i I i 1 ! -80 -70 -60 -50 -'--40 -30 -20 -10 0 10 42' l 20 42' I 20 42' I 20 42' I 20 I 30 i 30 R/W I l I I 40 R/W • , I I 40 R/W I I I I I I 40 R/W --130 --120 +110 50 -130 -120 +110 50 -130 +110 50 -130 7 I 30 --120 I .+110 40 • 50 125 -- 120 .. 115 -- 110 + I -I I i I I -BO -70 -60 -50 -40 -30 -20 ESMT R/W ~0·1 • I . 125 - 42' -1 I 111t75, · -10. 0 10 T I 20 •• 42' : ~l:::=:gi2. ~3%~. --~(1 E:) _I I . - 120- 115- I I I I I I ! I ' I I I I 1 1. 1+, .. I 50 I.... , I 110 + I I ,.1 · ··, -80 ~70 -60 '-'50 .-40' '-'30 -20· ·-10 0 10 • 20 130 -• 125- 120 - 115 - 110+· I • I ·• I I I. I. -80 ~ 70 -6Cl -50 -40 --'30 -"20 130 - 120- ·,ESMT R/W ' •. -.-.•.. :.··• .. 1.0···,'; .c....._, ---l ... , ·.. , t"7 I 42' .C/L I 42' i11t251 -10 0 10 T -..• 42' • . . . ·. . I -. I I ·-• t ·• • I I . • 115 -[ r I J-:_ 110 + I · l • · I f , I ·· ,j .-80 -70. -60 -50 •• -40 -30 -"20 11+00 -·, I --.· I . I 1, I ..;10 0 .10 20 RECORD DRAWINGS These Record Drawings have been preMred bQ$ed on lnfor~otion submitted, in ~art, by others. While this information ls believed to be r~li~ble, CI~y of Newport Beach. ts not responsible for Its oecurocy, nor for errors, or am1ss1ons which may hove been incorporated -.~ stamec I 30 I 30 , R/W : I I , I I 40 i I I 40 ' fl/W : I I I ; I I I I I I 30 40 ., .. _ .. 1 ... ·.·.•·.R·1•·•-,,'·/·W : •• i ' • ' i 30 I I I 40 -130 -120 1 -i-110 50 -130 +110 50 -130 -c120' +110 50 -130 --120 +110, 50 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 949,923.6000 into these pldns os a re$Ult. • • , ' ' ' ' ' 130- 125. + 120 - 115 - 110 + I I l I I I -80 cc70 -60 ..,50 -40 -30 -20 130- 125 -'-, 120.- ESMT R/W j • 10· I - I "f I I I I I I I I I I I I I I I I 42' . 1 iO + i. I • I I I I -80 ,..70 -60 -50 -40 -30 -20 130"' 125 ESMT R/W i • 10·1 l • -_11 I T 12+75 I I I -10 0 10 C/L ~ , 12t50 I -10 0 10 C/L I 120..: I ; : ~7~3.B~7.::,%__ (0 soO<, ! I . I I I .I I 115"" I I I I I 110 + , l 1-• ••• I I I I -80 -w -~ ~~ -~ -~ ~w 130."c 42'. 125 - 120-'" ) '' ' 115-" ' 110 + I .I I I I I -ao -: 10 -:60 -5o . '-'40 -30 -20 112t25 1_ -10 0 10 C/L I i12t001 -10 o to 42' f 20 I 20 42' I 20 I 20 I 30 I 30 j 30 I 30 R/W l • f I I 40 I 40 'f I 40 , I • I • I I 40 -130 -:-120 +110 50 -130 +110 50 -130 -'-120 +110 50 -130 ' -120 +110 50 130 -• 125 - 120 - ESMT R/W ~ __ 42' I "-. I i I I I I I I I I I 110 + I I I I I I -80 -70 -60 -50 -40 -30 -20 130 - 1 13t75 1 -10 0 10 I 20 I 30 R/W ·1 I I l I 40 -130 -120 +110 50 -130 ESMT R/W C/L R/W i~~-·-rl -~__;42"-· ----·+I ~----'4=-2'---~--I• I 125 ~ 120-- 115- _, I '\ I I I I I I I I I I 110+ I I I I I I -80 ·, -70 -60 -50 -40 -30 -20 130- ESMT R/W j , o· I 42' "-._ I I 120- i I l )J19'" l . l I I 115-I I I j HO+ I I I I I I -80 -70 -60 -50 -40 -30 -20 130- 125- 120~ 115- 110 + I • I I I I I -80 -70 -60 -50 -40 -30 -20 13+50• I I I -10 0 10 C/L I (1.41%) -- I 20 42' I 20 I 20 l 30 I 30 I 40 R/W I I 40 , I --120 +110 50 -130 +110 50 -130 --120 I I +110 30..---'-40;;_...;.;50;....., __ ___ SCALE: HORIZ. 1" = 20' VERT. 1" -5' REVIEWED: • '.BRAD Sot.lMERS, RCE 65241 SENIOR CIVIL ENGINEER CROSS SECTIONS STA 10+00 TO STA 13+75 EASTBLUFF DRIVE / FORD ROAD BIKE LANE IMPROVEMENT PROJECT ~"'E. ~i, fa--i{E.S6872 (EXP. 6/30/15) DATE: I /o~ lt.,l'J 1,;ttr--~-------,==:=::-~~--------+:=------~--'--"--1 DESIGNED DRAWN OA lE 0£$CRIP'n01',1 APP'rl .SR . SR CHECKED D lE REVISIONS • G • 9 16 2013 CITY OF NEWPORT BEACH R-6038-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 13 C/L 125 - 42' I PROP SURFACE 2.73% -(0.86%) I -T 115 -EXIST __ _J SURFACE 110 + I I \ l I I ,14t75, ' ' ' -80 -70 -60 50 -40 -30 -20 -10 0 10 130 - ESMT R/W C/L 125 -· ! , o· I 42' i 120 - 115 - 110 ➔ , I I : I : l14t50i -80 -70 -60 50 -40 -30 -20 -10 0 10 130 - ESMT R/W 125 - ! 10· I 42' 120 - 115 - 110 -i t i : 1 l I i -80 -70 -60 -50 -40 -30 -20 130 - 125 - 120 - 115 - E!3MT R/W : ,o· r-· I I ' I "-I "-·~ I I 42' I ~ r-2.03% I I I I I 110 1 I j i ) 1 I -oo -m -so -50 -w -~ -m C/L 114t251 -10 0 10 C/L 114t00: -10 0 10 42' I 20 42' I 20 I 30 l 30 R/W . l I 40 I I I I 40 I I -130 -120 +110 50 -130 +110 50 -130 -120 I J I +110 20 30 40 50 42' I 20 l 30 R/W I I 40 -1~ --120 +110 50 130 ---, 130 > R/W C/L ··1 ' ~/W 42' 4t 125 -· ' I ; I I .· ... I • I 120 --• -120 ----------J._ ' I . (1.69%) I I ----:"'··:·~ -~ -I V 115- 110 + I f I I I. I -80 -70. -60 -50 -"40 -30 -20 130 ~ 42' •. 120- I 115 -· .110 + .J I I I >I I -00 -W -~ -~ ·~~ ·~~ -W 130- R/W 125 - , . 42' 120 -· '110+ I I I l I I -80 -70 -60 -"50 ...:~ -30 -20 130 •• 42' 125 - 120-'- 1f0 + . I • I 1 • • I I • l -ao -10 . -so .• .. ~so -4o • -30 • ~20 .,15t751 -10 , · 0 . " 10 C/L I I ' . 115150 I -10 0 • 10 ,15t25j '-10 0 10 T j .. ;1stOO: -,10 0 10 ~r I 20 42'. I 20 : i ' t 30 I 30 I i 20 30 42' I 20 I 30 I +110 40 50 I I I 40 I I I -.130 120 +110 50 -130 I +110. 40 50 I H I -130 .:.120 i ,.,., +110 40 50 38 TECHNOLOGY DRIVE, SUITE l 00 IRVINE, CA 92618 949.923.6000 130 -• 125-'-, 120"'. . 115-;:: 110 + ' .. .'-80 Stantec -.Com • s;..,.._• .· ~-. w, DA"fE: SUSAN E. REID R.C.E. 56872 (EXP. 6/!50/15) I /013 /2-01 'i I -70 R/W C/l I 42' I I ; ' it6t00 I I I !I I I -60 ,:-50 -40 -30 -20 -10 0 10 R/W 42' ; I I .. I i I 20 30 40 -130 +no 50 RECORD DRAWINGS i • These Record Dr':'wi~gs hav': be~n pt~pared based on information submitted, In port, b .others •. Willie t~1s inforrnot,on 1s believed to be reliable, City C>f Newpott Beach is not y rietspOflt .. s,ble for It$ occuro,:;y, nor for errors or omissions which may have been incorporated , n C>. nese pl'ans. as a result. ' '' ,. REvlE\11£0: BRAQ SOMMERS, RCE 65241 SENIOR • CIVIL ENCJNEER SCALE: HORIZ. 1" = 20' VERT. 1 » = 5' CROSS SECTIONS STA 14+00 TO STA 16+00 EASTBLUFF DRIVE / FORD ROAD BIKE LANE IMPROVEMENT PROJECT l-::;-7,;"~-+------=:==~-----....:..1-,,-=----'--'-'--,----'!I DESIGNED DA'IE . DESCRIPTION APP'O SR OOAWN SR CITY OF NEWPORT BEACH R-6038-S REVISIONS CHECKED PUBLIC WORKS DEPARTMENT SHEET 6 or 13 INSTALL 12" YELLOW SOLID DIAGONAL WINE AT 45 DEGREES SPACED 5 FT APART, TYP REMOVE BY WET SANDBLA TING OR METHOD APPROVED BY THE ENGINEER INST ALL 12" YELLOW s9uD LINE SPACED 10 FT APART / I I ! , ! /; R "BIKE STOP' I I I , I I ' I I l I / I W74 (CA) R26(S) (CA) W/- ON SL INSTALL R81(CA) ON RELOCATED SL 6 ··L=\85' ' 1 - RL .. · , 33 (CA) "NLT 7: 30 AMC.:9!00 AM SCHOOL DAYS" ON SC .. , ... . . ·. 'EASTBLlJFF DR" & "MAR. VISTA DR" STREET NAME SIGNS ON SL • LEGEND -EXISTING STRIPING, SIGNS, & MARKINGS -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS NOTES Ci) INSTALL BIKE LANE l.EGEND AS SHOWN. G) INSTALL BIKE LANE LINE (DETAIL 39). 8) INSTALL CHANNELIZING LINE (DETAIL 38A). @ INSTALL TYPE iV (R) PAVEMENT ARROW. 0 INSTALL LANE PROP MARKINGS (DETAIL 37). @ REMOVE SIGN OR MARKING. @ RELOCATE EXISTING SIGN. ® INSTALL SIGN PER DESIGNATION. SEE STATE or CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. R 105' ----::----,L~ 1 S R3-,7 GENERAL NOTES l. ALL WORK SHALL BE IN ACCORDANCE ~ITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARQ PLANS, JANUARY 2012 CALIFORNIA MANUAL ON I • . INSTALL 12" WHITE SOLID UN~ • SPACED 10 fT APART / ~-7 L .. --,-~ R RL 4 L=72' R=70' REPLAC wn-2 SIGN WITH W11-15 / ,/ ) \ UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. • THE LAYOUT FOR ALL PROPOSED PAVEMENT MARl<lNGS AND/OR TRAFFIC STRIPING SHALL BE ''PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. ' ' RECORD DRAWINGS 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE. ENGINEER OR HIS REPRESENTATrVE PRIOR TO FINAL APPLICATION. These Reco~d Dr~wi~gs hove been prepared based on informotion submitted, in port, by others •. While t~1s information Is believed to be reliable, City of Newport Beach Is not . responsible for ,ts oocurocy, nor for errors or omissions which may hove been Jnoorporoted 4. • MATERIALS SHALL COMPLY WITH SECTION 210-1.6 "PAINT {OR TRAFFIC STRIPING. MARKING, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS . . 5. .FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THgRMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIIKE LANE LEGENDS SHALL BE TWO COATS !PAINT. 6 .. · R81 (CA) SIGNS TO BE SIZE 12" x 8.''. . ' . •, ,' ', - - ' : 7. • INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPEC/AL PROVISIONS AND INSTALLELl .ON NEW POSTS OR RELOCATED STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS ·• into .these plans os a result. INSTALLED ON SIDEWALKS SHALLPROVIDE.B FT MIN CLEARANCE TO BOTTOM OF.SIGN.(EXCEPTR26 OR R2B SIGNS}. 8. TEMPORARY STRIPING SHALL BE TWO COATS OF PAINT AND INSTALLED WITHIN 24 HOURS OF FINAL PAVING PER SPECIAL PROVISIONS. • • ' •' ' • ' a • : ,. ,;,'-,, ,.• -•' i ' : • 9. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING THERMOPLASTIC TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF THE SECTION 310-5.6.6 OR BY A METHOD APPROVED BY ENGINEER. ~; 3 8 TECHNOLOGY DRIVE; SUITE 1 00 IRVINE, CA 92618 949.923.6000 SIGNING AND STRIPING EASTBLUFF DRIVE/FORD ROAD BIKE LANE IMPROVEMENT PROJECT Stantec 01/08/2014 BRAD SOMMERS, RGe 65241 • ll--'--'--+--'-----------'------..c...;.....J.....---1 SENIOR CIVIL ENGINEER 11-:c=--+---=-----~--~---'---1----1l-0""'£""'s1G""N==ED...;..--'-T-:cDR"'A""WN,-"'---t---------,-----------.-R-6_0_3_8_S_--I DATE D£SCRIPTION APP'D RC RC CITY OF NEWPORT BEACH - - CHEcKWM 0tTE08 2014 PUBLIC WORKS DEPARTMENT SHEET 7 oF 13 REVISIONS R81 (CA) ON EX POST J ~ ~ )> --I 0 ::r: --. 20'-' s R81 (CA) ON EX SL i \ ) _8 (CA) z -----------·- [Tl f---- I I ! I ' 1 ! I _]___ (/) 0 C -I :I: )> s: i] f -I 'l 0 I C •• z \ (') " -I ~ .. ---- - C " --__ ,_, ___ ,,_ - lO + 0) 0) -------~-- _,, ~ ·--~-~----- LEGEND CD ® 0 0 ® ® -EXISTING STRIPING, SIGNS, & MARKINGS -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -ROPOSED STRIPING, SIGNS, & MARKINGS NOTES INSTALL BIKE L,f\NE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL_ 38A). REMOVE SIGN OR MARKING. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "U~IFORM SIGN CHART". - *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION} *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. ------------------·------------------------ 1 3 L=100' -----..__ 1 ' . ' ' GENERAL NOTES ------_ ·•-• __ -• -_ ---• •--• __ ---_-_ i -3 L=200' 1. ALL WORK. SHALL BE .IN ACCORDANCE WITH THE PROJECT _SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 .EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND THE CITY .OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVE!MENT MARKINGS AND/OR TRAFflC STRIPING SHALL BE "PRE~MARKED" AND/OR "CAT-TRACKED" FOR INSPECTI_ON BY THE ENGINEER PR HlS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 4. THE EXAcT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS,. TRAFFIC STRIPING, • AND/OR _SIGNAGE SHA.LL BE ACCEPTED BY THE ENGINEER. OR HIS REPRESENtATI\/[ PRIOR • -· TO FINAL APPLICATIO_N. · • • • .. ·•• _·. -·-· ·•· . MATERIALS SH.ALL COMPLY WITH SECTION 210-1.6 ;,PAINT FOR TRAFFIC STRIPING, MARKING, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMEN.TS. 5. FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL • PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT.. •• 6. R81(CA) SIGNS TOBE SIZE 12" x 8". 7. 8. 9. ~ESS1_ ROCKE.-Mill.ER • INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND,INSTA!.,LED ON NEW POSTS OR RELOCATED STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED .ON SIDEWALKS SHALL PROVIDE 8 FT MIN CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). ' , . ;· ,' . : TEMPORARY STRIPING SHALL BE TWO COATS OF PAINT AND INSTALLED WITHIN 24 HOURS OF FINAL PAVING PER THE SPECIAL PROVISIONS. • • • • • THE CONTRACTOR SHALL REMOVE ALL CONFLICTING THERMOPLASTIC TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF THE SECTION .310-'_5.6.6 OR_ BY A METHOD APPROVED BY ENGINEER. 38 TECHNOLOGY Dll:tVf, SUITE I 00 IRVINE, CA 92618 949.923.6000 . stulec 11.· , .• ~ ::'WcJ!,f-· •,··;:.==-:, /~ w~:.... -.. .,~_. .. , CO"' ! ! ---~~~ 7 l , ~Cc:::<. ~ -,_ ---~ ::::J . co •••.... -/- 1 c.,., " [ t BICYCLES OBSERVE SIGNAL RECORD DRAWINGS . .• These ReCO(d Or<;i-wlngs. hov~ • be~n prepared based on information submltted · others •. Wlute tfn$ lnformobpn ,s believed to be relioble, City of New ort 8~0 111 ~ort, ty • :!lspons1ble for Its. accuracy, nor for errors or omissions which may t b c ,. 18 no . mto these plans as, 0 result ave een incorporated • REVIEWED: BRAD SOMMERS; RCE 65241 SENIOR C!Vll ENGINEtR DRAWN RC 80 120 ,--c.._.;_;;, SCALE: 1" = 40' SIGNING AND STRIPING PLAN EASTBLUFF DRIVE/FORD ROAD BIKE LANE IMPROVEMENT PROJECT R-6038-S ----'-"--------.,._-DATE: 01/08/2014 ROCK ~-MILLER, RCE 29493 EXPIRE 3-.31-15 REVISIONS . CHECKE~M DATE.' , 1 08 2014 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 8 Of 13 3 =200' LEGEND CD 0 0 0 ® 0 -EXISTING STRIPING, SIGNS, & MARKINGS -EX TO REMOVE STRIPING, SIGNS, & MARKINGS PROPOSED STRIPING, SIGNS, & MARKINGS NOTES INSTALl. BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE• LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). REMOVE SIGN OR MARKING. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRAN~PORTATION, (CAL TRANS) nUNIFORM SIGN CHART . *DETAIL NUMBERiS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED, ----~----------- 2 =906' . . -· _ .. -.. ••· RZB (~!-.l------------:~~,:::::;;:::,~--- " ---------- s 1i1 (CA) ON .EX SL m . . r ('). 0 C ;:o -I 0 ;:o 3 L=100' _,;_._;__.,~•--:- 2 l=16B' . . . D~~{(50) ·.•··. ·. )F. o .. R.·. Q .... RD'-... --... -----·· ----- RZB J.Cf')c..-.-"--.-• -· ___ ,._o .01 ~ ■ -.~~--- .• ~ .GENERAL NOTES . l. · • ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT.SPECIAL PROVISION$, Sl'ANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL • SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 CALIFORNIA MANUAL ON •• UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2 .•. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL 3. 4. BE ''PRE-MARKED" AND/OR "CAT-TRACKED'' FOR INSPECTION BY THE ENGINE[R OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING . • THE EXACT LOCATION OF ALL PERMANftNT PAVEMENT MARKINGS, TRAFFIC STRIPING., AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER _OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION. • • • MATERIALS SHALL COMPLY WITH SECTION 210-1.6 ''PAINT FOR TRAFFIC STRIPING, .·• MARKING, ANO CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. • 5. FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AN.D APPLIED PER SPECIAL PROVIS.IONS. BIKE LANE LEGENDS SHALL BE TWO COA.TS PAI.NT: 6. R81 (CA) SIGNS TO BE SIZE 12" x 8". 7. 3 L=SO' INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS OR RELOCATED STREET LIGHTS WITH NEW BRACKETS AND STAIN.LESS STEEL HARDWARE. ALL SJGNS • INSTALLED ON SIDEWALKS SHALL PROVIDE 8 FT MIN CLEARANCE.TO BOTTOM .OF SIGN (EXCEPT R26 OR R28 SIGNS). 8. TEMPORARY STRIPING SHALL BE TWO COATS OF PAINT AND INSTALLED WITHIN 24 HOURS OF FINAL PAVlNG PER THE SPECIAL PROVISIONS: . ·.. • •. • .. • .· • . • . .. • • • 9. THE CONTRACTOR SHALL REMOVE. ALL CONFLICTING THERMOPLASTI~ TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF THE SECTION 310-.5.6.6 OR BY A METHOD APPROVED BY ENGINEER. • '' < ' ~~_E:l~/ ROC!( E. MILLER 38 TECHNOLOGY DRIVE,. SUITE I 00 IRVINE, CA 92618 s 3 L=50' RECORD DRAWINGS W11-15 s R81 (CA) i I J -' ! I i I ' ' I ' •• . These .. Record Drawings h<:ive been prepared based <>n information submitted, in port, by • . others. . While this information is believed to be reliable, City of Newport Beach is not , respomiible for its accuracy, nor for errors or omisslohs which moy hove bei,n Incorporated Into these pl ans as o result. .· . . 0 40 80 120 -=-=~-__ ,-----., SCALE: 1 • " 40' REVIEWED:. 949.923.6000 No: : 29493 ""'·• 3'31-15 Stantec Sl'MW:,.rorn BRAD SOMMERS, RCE 65241 1----++-------'------~--'--+----'I SENI0RCIVIL ENGINEER SIGNING AND STRIPING PLAN EASTBLUFF DRIVE/FORD ROAD BIKE LANE IMPROVEMENT PROJECT • CI\IIL -~· ·_k,5~-:~-· _ .. _•_ ..•• _··. ·_:::.-_::_.::_-::;;, _____ oATE: 01/08/2014 .• ROCK E. MILLER, RCE .29493 EXf11RE 3-31-15 • • i=:=---++---------------.i------11-·o-E"'"SIG~NE""'"D _ __:,.2,-DR~A-'CWN---r----c-,rv--------------.-R-6--0-3-8-S--f DAT£ DESCRIPTION APP"D RC RC OF NEWPORT BEACH -• - CHECKE~M • D~TE:08 2014 PUBLIC WORKS DEPARTMENT SHEET 9 OF 13 REVISIONS GENERAL NOTES 1. ALL WORK, MATERIAL. AND EQUIPMENT SHALL. CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY, 2006, THE CITY OF NEWPORT BEACH DESIGN CRITEf'<IA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, LATEST ED., AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. SEE STREET IMPROVEMENT PLAN FOR UTILITIES. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS, CONTROLLER AND POLES IN THE FIELD. 5. ALL PULL BOXES SHALL SE NO. 6 UNLESS OTHERWISE NOTED ON PLAN. CONSTRUCTION NOTES El FURNISH AND INSTALL ALL NECESSARY ADDITIONAL EQUIPMENT AND MAKE ALL CONNECTIONS NEEDED TO MODIFY EXISTING TRAFFIC SIGNAL CABINET ASSEMBLY AND CONTROLLER FOR INTENDED OPERATION AS SHOWN. INSTALL NEW TYPE 15TS !POLE AT NEW LOCATION 3 AS SHOWN. RELOCATE EXISTING ¢2 VEHICLE HEAD TO NEW LOCATION 1 AS SHOWN. RELOCATE ALL EXISTING MOUNTED EQUIPMENT FROM SALVAGED TYPE 1-A POLE TO NEW TYPE 15TS AT NEW LOCATION 3 AS SHOWN. INSTALL DETECTOR LOOPS PER GENERAL NOTE 6. 1211 -JAMBOREE -1211 ------ 6. ALL LOOPS SHALL BE 6' ROUND (TYPE E) SPACED 10' APART, LOOPS SHALL . •• EXTEND 2' IN.TO X-'-WALK OR L_IMIT_ UN[ UNLESS NOTED OTHERWISE.• LEAD LOOPS SHALL BE 6' ROUND (MODWIEO TYPE E} PER CITY STANDARD, BIKE LOOP SHALL BE 3'X6' (TYPE D) AS SHOWN. SEE BIKE LOOP. DETAIL . ··.•. . •• • 7. ALL SALVAG.ED MATERIAL AND EQIJIPMENT SHALi.. BECOME PROPERTY OF CONTRACTOR EXCEPT STREET .UGH.TS, SALVAGED STREET LIGHTS SHALL BE DELIVERED TO CITY UTILITIE.S YARO. CA!:l .(949) 644:-3011 24 HRS IN ADVANCE. • 8. • .All TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. 9. THE CONTRACTOR SKALlc NOTIFY THE ENGIN~ER .AT LEAST 48. HOURS• IN ADVANCE OF EUcCTRICAL WORK AND. PRIOR TO REOUIRE.D INSPECTIONS; . .. 10. REMOVE ALL CONFLICTING PAVEMENT STRIPING, R,P.M.'.S, AND .LEGENDS. (REMOVAL OF THERMOPLASTIC PAVEMENT MARKINGS AND STRIPING IS TO BE ACCOMPLISHED BY PAVEMENT GRINDING WITH .PAVEMENT RESTORATION;) 11. EXISTING SIGN.AL t.OUIPMENT FROM EXISTING POLES t .& 3 SHALL BE• RELOCATED AS SHOWN ON PLAN. -- 12" ® 0 0 I --J,;;<:: • ¢1 (PV) NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 12" Q GREEN ~ ARROW '-----' DETAIL A NO SCALE SENSOR TABLE DETECTOR 1-N-¢1 1-S-¢2 1-W-¢3 1-E-¢4 1-S-¢5 1-N-¢6 5-E-¢4 5-W-¢3 6-W-¢3 2-S-12>2 2-W-¢3 2-E-¢4 2-S-¢5 2-N-¢6 6-E-¢4 7-E-¢4 - 3-S-1"2 3-W-¢3 3-E-¢4 - 3-N-¢6 - - 5-S-¢2 4-S-lll2 4-W-¢3 4-E-¢4 5-N-¢6 # OF LOOPS 4 1 1 1 4 1 • 4 . 4 1 . 1 1 1 4 1 2 • 1 - 1 4 4 - 1 - - 2 4 4 4 4 --------- ,-, , 405' TO .X-WALK , 1-S-¢2(2) , r • ,J~ .... _ ..... .., 2-S-02(10) ~) I ,,,,. -\ j \· I I . ._ ,.;o; I -'I --) I /.,. ... , l ' I I ' ,._ I -'I ) EX. 2"C, 3-DLC ------.---•-.. --==f" _____ _ -EX. 1.5"C, 1-48. STRAND SMFO .CABLE IN MICRODUCT & 1-1110 GREEN WIRE TO SAN JOAQUIN HILLS RD 0 ' w • I .._._..._,__,ECR t.i ' CF POLE LOCATION··DETAIL. NO SCALE • RECORD DRAWINGS These Record Drawings hove been prepared .based on information submitted, in port, by others. While this lnformaUan is. believed to be reli~ble, City of Newport Beach, ls not responsible for its accuracy, nor . for lel'l"""Nll""'!mrieetet't!-~+.-1-~-&t-J;-~corporoted Into these plans as a re:sult. • • Underground Service Alert .EX. f.5"C.-4------.i. fl PR 1119 SIC· I I . I I I I ·' \ I ' \ • . 1.5"0, 6 PR Hi 9 SIC+--.... 0 SO.UTHERN HILLS DR ' \ 18' 14' 4' 10' 1 • l I J I EX. 3"C, 1-48 STRAND SMFO. CABLE IN MICRODUCT & 1-#10 GREE;N WIRE ' \ ' ,_'< ---------=--=.:::. - ~ ,..._ : I Lu J, 13' 22' / •. / . I I I I r ,.'.'.'.~1' ..••• I ,' " • I l - • ... ¢41 I I -ii dr-+--EX. 2"C, z.:..DLC I I . I I ' POt:.E SCHEDULE POLE DATA . SIGNAL M.A. H.P. SOD. VAP. SIGNAL HE,O,DS ANO MOUNTINGS PED. PUSH BUTTON BIKE PUSH BUTTON POLE LOCATION INTERNALLY ILLUMINATED STREET NAME SIGN (LED) dbl. face NO. TYPE HEIGHT M,A. WATTS VEHICULAR . • PEDESTRIAN PHASE ARROW PHASE ARROW 0 26~4-70 30' 45' 12' 250 • 3 MAS SP-1-T ® PPB POST 4• 3P -@ 15TS(N) 30' 15'(R)• 250(R)• sv-2~r(R)** .SP-1-T(R)•• 6P(R)*• 3(R)•• 4 17-2-70 30' 12' 250 sv-1-T MAS-48 6P 5 STREET LIGHT 30' 15' 250 SV-1-T SP-1-T 6 ® 26-4-70 30' 45'. 12' 250 SV-2-T 4 MAS Sf'--1-T 0 15TS 30' 15' 250 SV-2-T 2P 4 ·® 19-2-70 30' 25' 12' 250 SV-2-T. MAS-4B SP-1-T 2P 9 15TS 30' 15' 250 SV-2-T -SP-1-T 3P -2 ALL EQUIPMENT IS EXISTING EXCl:PT (N) NEW OR (R) RELOCATE. CONTRACTOR SHALL FURNISH * -RELOCATED FROM OLD POLE LOCATION 1 · •.• • ANO INSTALL NEW EQUIPMENT. ** ~ RELOCA TEO PROM OLD POLE LOC/\TtON 3 ~--¢2 VEHICLE HEAD MOUNTED AT HEIGHT OF 17' FACiNG NB TRAFFIC ( l 1 -EXIST POLE LOCATION 1 ,_, ¢1 { _J ¢5 "E" "C" EXISTING Eastblutt:;: EXISTING -1 2.5' 7' Jamboree Rd 12' 3' 1 o· 3' Ford Rd :;: 12' 3' 1 o· 3' Jamboree Rd 7' 3' PHASE DIAGRAM . ~2 ¢3 ¢4 ---~---► I~ ~ ◄-----► -- . ¢6 ¢7 ¢8 SEE NOTE 1 BELOW - EX. 3"C, 1-48 STRAND o:: SMFO _CABLE IN MICRODIJCT • < & 1-1110 GREEN WIRE > _..,....- _...... - . 'b I') 30" I 15" I NOTE 1: ROUND CORNERS OF ACUTE ANGLE SAWCUTS TO PREVENT DAMAGE TO CONDUCTORS. 3' X 6' TYPED BIKE LOOP DETAIL NO SCALE EX. 1.5"C, 1-48 STRAND SMFO • CABLE IN MIGRODIJCT & 1-#10 GREEN WIRE TO BISON AVE CONDUCTOR SCHEDULE AWG·SIZE, WIRJ;: CONDUIT SIZE AND RUN NUMBER .STD PHASES OR CABLE TYPE & & & & & £ & £ & A M . . .• 12 WIRE , 1 161, \!l2, ¢6, ¢6P 1/0 -1/0 2/0 CONDUCTOR 2 . .. . /lll3PPB 0/1 0/1 0/1 CABLE - 11-fl4 ,,~ •• ¢3, ¢4, il3P /~6PPB -1/1 1/1 1 /1 1/1 1-# 2 4 11>4 /¢6PPB 1 /0 1/0 -1/0 '" 1 11>5, !1>6P 1/0 1/D - 6 ¢2, .1115, !116, 112P --2/0 • 3.WIRE (l) ¢3, 114, /¢2PP8 --1/1 1/1 . 8 ¢3, ¢4, ¢3P /¢2PPB CONDUCTOR 1 /1 1 /1 -1/1 CABLI:: 9 01, ¢2, 02P /¢3PPB 1 /1 . -1 /1 (3-#14, PPB) TOTAL CABLES 1/1 2/2 1/0 4/2 0/0 0/0 1 /1 2/2 1 /1 10/5 • /110. 1 LUMINAIRE 2 2 2 2 2 2 2 4 #12 I.S.N:S .. 2 2 2 2 2 4 CCTV VIDEO POWER DATA 1 1 1 EVP. CABLE M 138 . -¢1 -1 I 1 !112 -5 5 TYPE r.l3 2 6 6 6 -6 A 2/0 0/1 1/1 1/0 1/0 2/0 1 /1 1 /1 1 /1 10/5 4 4 1 1 5 6 di i in o w § n_ l o ___ 4Q.~---~o ci, .,,_-,-1-EX. 2"C, -· ·-Q ~ 2-DLC. L N • ~ ----------SCALE: 1" "' 20' ~ B ¢4 -----7* 7• 7* DLC . ¢5 -----2 2 2 2 2 ¢6 5 5 5 µ.. ?~-;:::, 0 0 . . I I 0 ' ,::0., I \ \ I ;:.: c. "°' ALL CONDUCTORS EXCEPT LC. CONDUCTORS SHALL BE NEW. : TOTAL 2 6 6 0 11 1 2 2 7 6 25 25 CONDUIT SIZES EXISTING) 3 '(N} Y(N) 3• 3" 3" 3" 3" 3• 3" 3" 3" 3" -- 30 4-N-¢6 4 . \ • .. U.-i ~~ ::4) 2".:£-~~(.\2) (N) NEW * -ADO ONE NEW DLC FOR 7-E-04 :;..·~,,:_ Coll: TOLL FREE " r ..... ___ ............. -,---:=--------------------------,----T----------------T---------GE'vii!;jD;°"------r-----------------------------1 .,.,e_ ■ DETECTOR LOOP LOCATIONS SHALL BE APPROVED ; _ BY ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 1-800 • ~ REVIEWED: ,-.. ALL DETECTOR UNITS SHALL SE RACK MOUNTED, DUAL 422-4133 •. ;,-;; .. ~ .• ·.····•········· ~-:::::;-----(;, TRAFFIC SIGNAL MODIFICATION PLAN ~ CHANNEL. DUAL OUTPUT PER CHANNEL WITH INTEGRAL ~\.'\ ~~1;!;,~0~~~DRIVE,:SUfTE 100 5~.· --~--".""-•-· ~~ N CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) ~()CKE.MIL.LEA~•-•• • 'J.--d-JAMBOREE ROAD AND ~ CAPABIUTY EACH WITH COLORGATED EXTENSION. ,;; 9.49 .. 923.6000 • • • .::,__~ DETECTORS SHALL NOT EXTEND ON RED. DETECTORS TWO WORKING DAYS B~FORt YOU DIG • 29493 Stania: ilrl c,w, BRAD SOMMERS. RCE 65241 EASTBLUFF DRIVE/FORD ROAD .::_ SHALL DELA y ON RED IF SELECTED. ALL DETECTORS ""'· • 3-31•15 t:----:---:---'t~~--------...:...-~-4~--.~----'---'---'--1 SENIOR. CIVIL ENGINEER a SHALL HAVE A SECONDARY PRESENCE OUTPUT WITHOUT CIVIL Jl . , . · · , L.;:=-~..,.~-'--'----'--==--;.._-~-+---------1==,;;-,---,-=:=,.._--t-----------'-----:--------~--------1 <>. (~)lt~_G t?lrrtYSslf~pc::~L~~iRURPOSES. -',--=/-='=~~'-,.-"::"·~:::'· c':··==·:..,·~•-,...···~,..,-=-···.•.,.,',..,·•::::;,.,,.,=-=~~,-,..--DATE: ------~--• OAlE DESCRIP110N APP'O :::;s DRAW?,1 RS CITY OF NEWPORT BEACH 1--_R_-_6_0_3_8_-__ s_ .. ~ ._ _______________________ .....,....., ...... --...... -----------~--1..-------...1 ........ Ro.c ... K.E ..... 1;1 .. 1LLE;;.;;R .... R.;;.c;;,;;.E.;2.;.94.;9.;.J . .,;;E.;;XP.;. • .;;3~/:!l~11/;.;1;.s ____ ,..... _____ + .... ----...... -.:.R~E;.;:V~IS~IO:::,N:;:;S:;:.__...,. ................... --.... ----J.. .... .!:Ri/;dM_.J..0..l.1TE~· 0~8~20:.l.1!.4 L ___ _:P~U;,:B:L~IC~W:_:O~R:;K::;S~D~E:P:,;A~R~T:M:E:N~T----LS~HE~E~T~1LlOL'.;o~r 11]3!.J I I [] m :;;; I _J a -r---r--. ' a • a i ' rn [L \ I _J a r--. r---.no oo ;,;. .. -t; st--□ -......o o:,N ~ -□ □-0 r--. 9b 3:o "'·· CL_ CLO _Jo I o._ ...J:;;, S' I r---> r--.O o-or---r--- I ,.,o mD C .. _<::JN o._a /o o>-- C(/) '§; I oU LQ u_ /r--. or--- -□ "-a ,.._ .. a Q(/) nm ,.._ I O_J NO _....,_ "'" >r--. :;:;a 00 Q .. / "1 r--. .. o-'" NlL ~;w >~ -:-----c,--..,-:::E:.:..:AS~LUFF DRIVE 0 4-01 • 6' RADIUS UNLESS ~NOTED OTHERWISE "' 3 PLAN / I \ I \ I I I I Ii / / THE"MEGA STAKE" S1'RAP-BAR, HEIGHT HEIGHT AS REQUl!lED • STRAP-BAR. HEIGHT AS REQUIRED SEESPEC. THE "MEG)( STAKE" SYSTEM. DETAIL "A-A" 114' BOLTSIN!JfS ---UV RESISTANT YlNYI. STIW>. FOLD ANO SECURE AS SHOWN TREETRUNK APPROVED STAEETiaee. 24" BOX MIN. · 5Et PLAIII THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED REMOVE NURSERY STAKE IF ANY, ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH, reddyst<:1k<l:G ~/lif-elt~~l'77idf IN lAWf'< AR PROVIDE TREE TRUNK GUARD (ARIIORGARD OR EQUIV.) CD TREE TRUNK @ ROOT BARRIER @ HARDSCAPE - NOTES: . . 1. MULCH SHALL. BE. TYPE 5 <2" PER GREEN BOOK • 2!2-'-t..2.5 2. NATIVE BACKFILL. SHALL NOT INCLUDE ANY: ROCKS OR CLODS _GREATER THAN 1" IN ANY DIRECTION: JJIICLUDES, BUT IS NOT LIMITED TO: SIDEWALKS, DRIVEWAYS, WALLS, MOW STRIPS, DG. PATHS, ETC .. NOTES: 1. THE .ROOT BAR_RIER • SHALL IN NO CASE .coMPLETEL y SURROUND !HE ROOTBALL. 2. SEE SPECIFICATIONS OR PLAN FOR MFG. AND MODEL. • DIMENSION$ Of THE 0RtG1NAL CONTAINER 2:' LAYER MULCH. HOLD AWAY FROM TRUNK f1' MIN. DIAMETER BERM ~:W,._~ HOLDING20 - TAB AND ANTl~ROTATION • PIN . .1NSTALL TAB 2"-'" BELOWGRADE ---- T~ROTATIONAI. FIN TALL'STAKE 31 OWGRADE --...: DIATELY PRIOR TO IIACKFIU. TREE FROM CONTAINER FULLY Pl.ACE IT INTO PL/\NTING I/NE KINKED ROOTS .. DO IIIOT OR OTtlEllWISE OISTIJRB ROOTBALL. NATIVE BACKFILL SOIL EXCAVATE A "SOIL FLARE" ADJACENT TO'AND LOWl:RTHAN THE ELEVATION OF THE CONTAINER. FINISHED GRADE/SIDEWALK FERTILIZER TABLETS, SEE SPECS. FOR QUANTITY UNDISTURBED SOIL ffl--ROOT BARRIER, USE "CENTURY" ROOT BARRIER CP 18--2 MOUND NATIVE SOIL DENEATH TREE., !\SSURE THE ROOTIW.L 2, ABOVE FJNISHED GROIJNO, I 2X CONTAINER WIDTH MIN. ' I 1. Tree& muJI b& of quallty ~ry stodk,. fro& from pe81a, <llsea8e and stn,tlural daf8cl:. • 2. Complete beokfill of pit With native aoil, lamping In 8011 with l\ial or shovel han<Jle 11:1 insure there are no air pockets. 3 .. Al) water basin and la! eaep IWloe. If drainage ta conC8111, the parerrillet of tt,e pit can be dug deeper 11:1 dlv&rt , • -water awayfttlmihe rootb&R. 4, 8e..1la1 boobeblwoet,t!L& aidt111wa1kmld ttnb 5; Spae e t~ ag mlt\. te 6W nl&M. 6. Ptant.li0')nif1. fft»n8CA en tna 8:f!ip.Faaek te M inte•e-ianaml 1i' fNr11 the ECR en the Mltaide. ~:==:;~!~!::::~:!u"if::~"::rnnes. SEE NOTE IN LEGEND WITH .9. Plant 20' min. from sireet lighhmd power poles. REFERENCE TO APPROVALS OF : TREE 10.w1 ... .,thoreienooidcnlk,pi11,rtb•in&,e..,,le,ofpad<Wa,. LOCATIONS PRIOR TO EXCAVATKDN. OF 1.i. Plant tma a•""'"..,.., Pl/lNTING PITS. NOTE' For list of designated Imes forspeslfic st....,ta and'-.'ifuit,-c,....of-,-,drou....:.....gcc,hc,ct~tol~a-ra-n~tt~, .... -.. ---'--' lease cafl uman Forester ll49l644-30ll3 36 INCH BOX TREE PLANTING DETAIL AfPBOVb: DRAWINGNO. STD-l 18+L-B ®-~-T~-_o_T_B_A_R_R_IE_R_..._ ...... __________ ------------P-RO-P--Pl_N_T_T_R_e,-10-1 TREE PLANTING / 36" BOX CITY OF NEWPORT STANDARD DRAWING N.T.S. AG-NPT-01 \ - 0:, \ --- PLANT SCHEDULE TREES --CODE BOTANICAL NAME I COMMON NAME ~ QTY DETAIL REMARKS ,. . ' • " ·, ' . 0 MG MAGNOLIA GRANDIFLORA 'MA~ESTIC BEAUTY' TM /SOUTHERN MAGNOLIA • 36"BOX AS SHOWN MI0.5 5 1/LPP STANDARD FORM CONTRACTOR TO STAKE PROPOSED LOCATIOl'IS AND OBTAIN ENGINEER'S APPROVAL PRlOR TO EXCAVATING PLANTING PIT. . • • • • REFERENCENOTES SCHEDULE CODE 01-01 CODE 04-01 01 EXISTING ELEMENtS DESCRIPTION .• EXISTING TREES {TYPICAL) 04 PLANTING • ELEMENTS DESCRIPTION . CENTURY CP 18-2 QTY • DETAIL • • ·oTY DETAIL IOOLF 3/LPP COMMENTS PROTECT IN PLACE. CONTRACTOR SHALL ALSO BE RESPONSIBLE fOR REPLACEMENT OF ANY DAMAGED OR REMOVED SHRUBS OR TREES THAT ARE WITHIN THE REMAINING PLANTER AREAS WITH THOSE OF LIKE SPECIE AND SIZE (5 GAL. MIN.) COMMENTS. INST ALL ADJACENT TO HARD SCAPE 20' CENTERED AT TREE AND ANYWHERE WITHIN 6' OF HARDSCAPE. UP TO BE 1' • ABOVE FINISHED !,RADE. 38 TECHNOLOGY !)RIVE, SUITE 100 IRVINE, CA 92618 • 949. 923.6000 Noc4053 ~ A. Stevons Cook II\~ RECORD DRAWINGS. . . . ·.·. •· .• •• • •. . . based on informatfon submitted, in J!Ort, . b)' These Record Drawings hov~ been pr,f"a':dto be reliable, City of Newport Beach _,is no.t t d others. .While this lnform.at,on Is be_ eve . • ·sslons which rrioy hove b_een mcorpora e responsible for its accuracy, . nor for errors or orr11 • • • Into the~e plans • Qs a. result. BRAD SOMM~RS, RCE 65241 •· SENIOR CIVIL ENGINEER l-:-,-:=:---~-------'-----~-------'--l----l·DESlGNEO DATE DESCRIPTION APP'D SC .REVISIONS CHECKED RG DRAWN SC DA1E 11 18 2013 \ \ 0 20 ~--- I \ 40 60 .---1 LANDSCAPE PLANTING PLAN EASTBLUFF DRIVE / FORD ROAD BIKE LANE IMPROVEMENT PROJECT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6038-S SHEET 11 OF13 m 2 I _J 0 ~ r---r----0 0 m I _J 0 ~ r---r--- 0 0 m [l_ I _J 0 2 4 r:-½~~~---- "-"---1" MIN. CLEAR . 5 ~ ALL ANGLES OF i,:' \, OPERATION (/) w ~ 2" MIN. :r 8 SECTION/ ELEVATION @ 10 CD FINISH GRADE_ -I' IN TURF & 3" IN GROUND COVER CD RECYCLED WATER WARNING IDENTIFICATION TAG (J) BALL VALVE -THREADED SEE LEGEND tOR TYPE & SIZE G) BOLF-'DQWN ROUND VALVE .BOX WIIH STAINLESS STEEL HAROWARE, PURPLE IN -COLOR WITl-1 'RECYCLED WATJ::R' INTEGRAL LETTERll'IG -~-.HEAT BRAND. 'BV' IN 2• TALL CHARACTERS ON COVER @ PVC PRESSURE MAIN LINE -ANGLE TO SPECIFIED DEPTH WITH 45 DE'.GREE ELLS ~ COMMON RED BRICK (3 REQUIRED) 3 / 4 • CRUSHE_D GRA\1-El BASE -8' DEEP ,LANDSCAPE. FABRIC BELOW GRAVEL - WRAP SIDES, BOX BOTTOM ANO COVER ALL OPENINGS @ SCHEDULE 80 PVC NIPPLE @ FEMALE ADAPTER NOTES: ' ' . , -_· .. 2 r@ -CD DIG ONE STATION LC,D L___ -CONTROLLER WITH 1 '/ --u, -"':;pqc=:-7---GLOBE VALVE. DIG ---/ /'--' ·•>· MODEL 510-100 ·\~/:::};/;~:,,· ·<?'1/,,, ·; • c. ,.-;;,, V&VE BOX WITH COVER '-!J 12 SIZE (J) FINISH GRADE TOP G) PVC SCH 40 MALE ADAPTER @ PVC MAIN Ui'-!E @ BRICK SUPPORT AT EACH CORNER (J) ~~IMiitfV~~ SUMP @ SWIVEL FITTING FOR EASY CONNECTION @ PVC SCH 40 45· ELL 6" T'r'P. - UNDER PAVEMENT SECTION -JJ, 1' 2' 6' 2"~~~~ MIN. T'r'P .. -' ROCKY SOil SECTION i SECTION NOTES: 1. 6' MIN. BETWEEN ALL PIPES 2. SANO Ei'ICASEMENT SHALL BE PLASTER OR MORTA~ SAND 3. SEE SPEClflCATIONS AND LEGEND FOR AODITIONAL INFORMATION. 1 LATERAL {TYP.) 2 MAINLINE (TYP.) 3 LV. WIRING 4 -LV. WIRING IN CONDUIT 5 FINISH GRADE 6 A.Cc PAVING 7 BASE MATERIAL 8 SALVAGED EXCAVATED flLL COMPACTED TO ORIGINAL DENSITY @ INITIALSAND BACKFILL REQUIRED IN TRENCHES WITH _ROCKY TERRAIN ANO UNDER PAI/EM ENT (TYPICAL ALL SITUATIONS). LAY PIPE ON 2• SAND BED. SAND. TO EXTEND 6' ABOVE SHALLOWEST PIPE @) 'ALARM JAPE' -BLUE {CHRISTY'S OR APPROVED EQUAL) • r 1.o SECTION IEL_EVATION NOTES: 1. ALL FITTINGS SHALL _BE PVC SCH. 40. I SPRINKLER HEAD OR EMITTER ADJUSTABLE CHECK VALVE FINISH GRADE SCH. 80 PVC NIPPLE LENGTH AS REQUIRED @ MARLEX FITTING @ MANUFACTURED SWING JOINT ASSEMBLY (j) PVC TEE OR ELBOW @ PVC LATERAL -2. ALL NIPPl.ES SHALL BE PVC SCH. 80. 3. INSTAll PVC ELLS SO AS TO TIGHTEN WITH DOWNWARD THRUST. 4. INSTALL 6" MIN. AWAY FROM ANY STRUCTURE. ---------- NOTES: _ 1. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS. 1. TEFLON TAPE SHALL BE (lSED AT ALL THREADED CONNECTIONS. 4. SNAKE ALL PIPE ANO WIRING IN TRENCH , --- 5. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS. 6. IF ON SLOPE LOCATE 12" FROM TOP OR TOE AND SIT PERPENDICULAR TO SLOPE. 4 ------ BALL VALVE IN PLASTIC BOX N.T.S, □ I I I I \ \ I I I I (_) IRRIGATION VALVE PROP-IRR-VAL-01 N.T.S. ----------t ·~ --"-~ rr--'-----~ - 5.00 IRRIGATION SCHEDULE SYMBOL SYMBOL f"j1 X X ---- MANUFACTURER/MODEUOESCRIPTION RAIN BIRD RWS-B-C.-SOCK • ROOT WATERING SYSTEM WITH 4.0" DIAMETERX 3~.0'. LONG - WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE_ ANO SANO SOCK RAIN.BIRO BUBBLER 1402 0.5 GPM. - RAIN BIRD 1800:.1400 FLOOD_ _ __ -_ . FIXED FLOW RATE (0.25-2.0GPM), FULL CIRCLE BUBBLER, 1/2~ FIPT. • --- MANUl'ACTURER/MODEUOESCRIPTION DIG 710 _ _ . ·_--_ -. _--_ -. __ --_ • TEMPORARY IRRIGATION VALVE-314" IN-LINE VALVE WITH SINGLE STATION B_A TTERY _OPERA TED CONTROLLER. 2 WIF!E, - 9-VOL TiWITH LCD DISPLAY. - 6ALLVALVE __ . , _ -. -_- NDS/KBI MODEL E1320-10. LOCATE INVALVE BOX. CON_NECTJON TO EXISTING MAINLINE -_ _ _ _ LOCATION .SHOWN IS SCHEMATIC._ CONTRACTOR TO VERIFY_ LOCATION OF CAP PRIOR TO START OF WOR~ CONTRACTO_R TO MAINTAIN VELO_CITIES QF <5FPia;. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEOULE_40 IRRIGATION PIPE. • IRRIGATION MAlNLINE: PVC SCHEDULE 40 Valve CaHout -~-,,.;_--'--Valv&Ni.lmbet l!J}\_ ~#-'"---"-'-ValveGPM \.!!:Jl----'---,,.;_Valve Size BATTERY OPERATED/SINGLE STATION --PROP-IRR-VAL-09 --:---'----=E:::.__:ASTBLUFF DRIVE ARC PSI GPM RADIUS DETAIL 360 . 30 0.50 -1' PER MFGR 360 30 0.50 1' 1/LIP DETAIL 3/LIP 4/LIP 2/LIP 2/LIP _ 2 PIPE TRENCH FOR LATERAL AND MAINLINE ( 1 ": IRRIGATION HEAD ON RISER I SPRAY, STREAM SPRAY OR BUBBLER '-.1 N.T,S, PROP·IRR-HEA-05 PROP'IRR-PIP-01 - "" - -' ,• .. , • '',;;, -;:_ -6':c . • \ : ___ ; _ _..;.. = rx ,._,,,<,.,r: '"' -"--------;r -~ ~ -------\L-+ -/_:,,:__._ -f-.. --"" ---EJ>llSTING EASEMtNT .../' - -(-q I \ l ---:Jo /2 \\ ''\· --\ I y \ / □\\ \ /c;, I' ; "'-....\_ // \.. J _/ EXISTING IRRIGATION NOTES: _ _ _ _ _ \-" -"--;1----/ • 1. CONTRACTOR TO POTHOLE AND LOCATE EXISTING IRRIGPi{!_ON IMPROV!;MEIIITS PRIOR TO ANY EXCAV.A.TION. 2. CONTRACTOR SHALL TEMPORARILY RELOCATE ALL EXISTING'iRRIGA'flQN SO AS TO NOT PERMIT A GAP IN THE OPERABILITY OF THE EXISTING IRRIGATION SYSTEM. THIS INCLUDES ALL HEADS, LATERAL LINES, MAIN LINES, SPRINKLER HEADS, CONTROL WIRES AND ANY OTHER IRRIGATION EQUIPMENT LOCATED WITHIN THE CONSTRUCTION UMliS: 3, ONCE FINISHED GRADES HAVE BEEN ESTABLISHED, THE TEMPORARILY RELOCATED IRRIGATION SHALL BEREINSTALLED PERTHE GREENBOOK AND THE DETAILS AND NOTED .INCLUDEIJ HE.REIN. 90% COVERAGE SHALL BE ACHIEVED AND THERESHAL_L BE NO _ _..--o-_ OVERSPRA Y TO HARDSCAPE. 4. THE POINT OF CONNECTION TO THE EXISTING MAINUNE IS SCHEMATIC FOR THE BENEFIT OF PIPE SIZING ONLY. CONTRACTOR SHALL VERIFY THE LOCATI_ON PRIOR. TO CONSTRUCTION. A DIFFERENT LOCATION WILL NOT BE DEEMED REASON FORADDITIONAL COSTS _TO THE CITY. _ ----- RECORD DRAWINGS These Record Drawings hove been -prepared based _on Information submiUed, In ;part. by -othe1'8. Whtie this Information is belleved to be rellable, City of Newport Beoch is not _ responsible for its acooracy, nor for error~ or __ omissions which may hOV<!l been incorporated into these plans as o riesult. • - REVIEWED: \ I \ \ t \ \ 38 TECHNOLOGY DRIVE_, SUffE 100 _ IRVINE, CA 92618 LANDSCAPE IRRIGATION PLAN EASTBLUFF DRIVE / FORD ROAD BIKE LANE IMPROVEMENT PROJECT 949.923.6000 -BRAD SOMMERS, RCE 652 41 r-'-------'-+-~----'--------,-----+.,;,_---'I SENIOR CIVIL ENGINEER t-::-::-='--+-~"=="='""""--'------'--.....;---+-...::......;tl-D""E"'stGN=Eo,...,..· --,-'-zllR:-:-AWN:,::.,.,.--,t--------------------.--R----~~ OAK DESCRIPTION APP'D -SC SC CITY OF NEWPORT BEACH -6038-S REVISIONS CHECK~G 0ff£ 18 2013 PUBLJC WORKS DEPARTMENT SHEET 12 OF 13 GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICE AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 2. ALL TRAFFIC CONTROL DEVICES, STRIPING, SIGNS, MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS, ETC. ANO THEIR INSTALLATION SHALL CONFORM TO LATEST EDITION OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA Ml.lTCO), 2006 EDITION OF CAL TRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, ANO LATEST EDITION OF WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). 3. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS flELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERCEDE THESE PLANS. AND· Bl: _DONE PER CA MUTCD WIITH THE APPROVAL OF THE ENGINEER. REVISED TRAFFIC. CONTROL PLANS MAY BE REQUIRED BY THE ENGINE.ER. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY ENGINEER. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY BY CONTRACTOR TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 5. ALL TRAFFIC LANES SHALL HAVE A MINIMUM OF 5 FEET CLEARAi',ICE FROM OPEN EXCAVATIONS AND A iMINIMUM OF 2 FEET FROM VERTICAL OBSTRUCTIONS, OPEN TRENCH WITH LESS THAN 5 FEET OF CLLEARANCE SHALL BE RAMPED WITH A MIN. 4: 1 SLOPE. 6. CONTRACTOR SHALL REPLACE ANY AND ALL STRIPING AND PAVEMENT MARKINGS DISRUPTED OR REMOVED DURING THIS CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 7. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY ENGINEER. 8. PLACE ADDITIONAL "LANE CLOSED" (030) SIGNS ON TYPE 11. BARRICADES AT 150 FOOT INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" (C27) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TR'AVELED WAY. 9. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY ACT ACCESSIBILITY GUIDELINES ANO WITH THE CALIFORNIA ACCESSIBII..HY GUIDELINES AS RELATED TO PEDESTRIAN ACCESS ANO SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALKS CLOSURE/DETOUR SHALL COMPLY WITH THE CA MUTCD STANDARDS. 10. CONTRACTOR SHALL CREATE A PEDESTRIAN PATHWAY THROUGH OR ADJACENTTO WORK AREA FROM SCHOOL ro JAMBOREE CROSSWALK. 11. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS. 12. CONTRACTOR SHALL POST "SYMBOL" UNEVEN LANES, "STEEL PLATES>AHEAD" OR "BUMP" SIGNS, FOR PAVEMENi SURFACE DISRUPTIONS OF 1/2 IN. OR GREATER. PAVEMENT DISRUPTIONS OF 1 IN. OR GREATER SHALL HAVE BEVELED EDGE OF FOUR (4) HORIZONTAL. TO ONE ( 1) VERTICAL \ ~,;;20-'2. \ I \ \ \ \ \ \ \ \ \ \ \ \ I \ 9. \ \ \ ~ \ \ \ ' ~~ ---<.? .-/..-.\ . V _,- ,~ ~ \ \ \ \ \ \ \ \ \ \ . R13A(CA) \ \ 13, CONTRACTOR SHALL INSTALi.. "CAlJTION STEEL PLATES AHEAD" AND/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. . --' . - 14. NO WORK INVOLVING LANE CLOSURES SHAU. BEGIN BEFORE 9:00 AM OR CONTIN8E AFTER 3; 00 PM .ON. ALLSTREETS, • UNLESS OTHERWISE APPROVED BY ENGINEER. WORKING HOURS FOR CONSTRUCTION _ACTIVITI_ES NOT INVOLVING LANE CLOSURES 'SHALL BE FROM 7: 00 AM TO 7: 00 PM MONO.A Y THRU FRIDAY, AND 9: 00 AM TO 6: 00 f'M SATURDAY AS APPROVED BY ENGINEER". • • 15. NO WORK I.S PERMITTED ON WEEKENDS, HOLIDAYS AND OBSERVED HOLIDAYS UNLll:SS OTHERWISE APPROVED IN THE TRAFFIC _CON_TROL PLANS. HEREIN AND APPROVED BY ENGINEER. -. ' . . . . 16. DURING NON-WORKING HOU~S OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAY LANES SHALL BE RETURi',IED BY CONTRACTOR TO THEIR FULL TRAFFIC USE BY PLATING QR BACKFILLING _A_ND PAVING THE_ OPEN TRENCHES UNLESS OTHERWISE APPROVED BY ENGINEER. AT THE END OF" THE WORKDAY, .THE CONTRACTOR SH.All REMOVE Al,L TRAFFIC CONTROL: DEVICES NOT IN USE. ' . . • ' ; . - 17. THE CONTRACTOR SHALL HA.VE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTAL.LED PRIOR TO COMMENCING CONSTRUCTION. _THE CONTRACTOR SHALL MAINTAIN ALL TRAFFI.C C.ONTROL DEVICES, WARNING LIGHTS SHALL BE INSTALLED ON ALL • TRAFFIC . CONTROL DEVICES AT NIGHi. • ALL DELINEA TORS SHALL BE EQUIPPED WliH REFLECTIVE BAND, • • rs. THE CONTRACTOR .SHALL RESTORE. ALL PROPERTY DAMAGED. OR REMOVED DURING • CONSTRUCTION TO THE SATISFACTION or TH.E ENGINEER . . ,•· . ' ---' ._ -· -, - 20. THE CONTRACTOR SHALL NOTIFY CITY OF NEWPORT BEACH AT LEAST FOUR (4) WORKING DAYS PRIOR TO IMPLEMENTING AN.Y TRAFFI.C .CONTROL DEVICES. 21. · THE CONTRACTOR .SHAL,L USE FLASlilNG ARROW BOARDS FOR EACH TRAFFIC LANE CLOSURE.· • • • . _/ 22. THE C:oNiRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. -' ' ' ' ' - 23. THE CONTRACTOR SHALLNOTlFYCnY OF NEWPORT BEACH PUBUC _FOUR (4) WORKING DAYS PRIO_R TO COMMENCI_NG • ANY _WORK WITHIN 250 FEET OF ANY SIGNALIZED INTERSECTION (MEASURED FROM THE. N_EAREST CURB), IMPLEMENTING ANY ROAD • CLOSURE, AND/OR IMPl,EMENTING ANY DETOUR OF TRAFFIC. • • . . 24. IN ADDITION. TO THE ABOVE. THE CONTRACTOR SHALL REFER TO THE STANDARD • CONDITIONS. AND .REGULATIONS f'OR ENCROACHMENT/MISCELLANEOUS CONSTRUCTION • ·•·PERMITS<· • • • • •• • · WORK ARl;A•. --..-..: -.... TEMP. PEDESTRIAN PATHWAY -- - .f) LEGEND e DELINEA TOR T SIGN. • ~. FLASHING ARROW SIGN. ➔ DIRECTION OF TRAVEL +z-1-TEMP. TYPE Ill BARRICADE AND SIGN . . tZ2:] CONSTRUCTION AREA . R60S(CA) 0 ➔ ➔ 1.4' 1 I 11 14' I • • Er] w20-1 W20-5(Rt) • W4-2(Rt) C30(CA) W12-1 SHARE R608 1HE ROAD W11-1 W16-1 .. ... ~) END SIDEWALK . SIDEWALK SIDEWALK CLOSED BEGIN ,. CLOSED •• • AHEAD RIGHT RlGHTLANE ROAD WORK CLOSED _·. AHEAD I CROSS HERE TURN MUST . G2D-2· R9-9 R9..;.9(MOD) R9-11 LANE TURN RIGHT ~ R3-20(Rt) R3-7 co ()) + I'.'! I() ... + :;; £:5 ;! <o ~ it a.. l/) t! -;! l/) ;:!·_-;,, l/) ;!; & (b ?5' OPENING --,R3-20(Rt) -.----------c-~--...c __ • ~-•-·• ·a ·----• -----..____:,;,{ . . . . . -. --~ . . -. -~ -• "~-::----..::: -- ---) -• ---------------·!Ill i..~·""~===-----c... --• -----.._ rY/5!..... --~-~ ~ -...... -- RECORD DRAWINGS These Record Drowings hove been prepared based on informotlon submitted, in port, by • others. While this informoti<:>n is believed to be rel,able, City of. Newport Becct, is not responsible for its • acc:urocy, nor for errors or orn.fsslQns which may hove beeo • Jncorpor<:>ted Into t_hese plans os o re$ult. • 0 -- 4() 80 SCALE; 1 " = 40' -.... ...... -.... ----- -- 120 ~· DETOUR M4-9b (L) OR (R) ® ONRED R13A CA --...... -. -- I ~ "! r u 0 -~ 8 ~ C 0 ¾ I ,----------,r---------------------------~~~,.---~-,r--------------,----------T,~~~------..-----------------------------lr:: I~ B~ o ROCK E. MILLER • NQ. 29493 ""'· 3-31-15 CIVIL ~, ~EFo"""·'"" 100 .------,-;----------+---~----~~• _ ___. EAS;:~;~ i;~r;~~;~;OAD i .b. . ..-.... .. BRAD.SOMMERS. RCE 65241 BIKE LANE IMPROVEMENT PROJECT f -••--.cam • SENIOR GIVIL ENGINEER o '""'""'""=-........ r-,:',:=,..,---1---------------------r-------l? ~lttJ{;::;_:;.;::c,r-:::;; r::coA""TE;:-:--:--""1----~oE=sCR=1PT1=°"0N,,..--'----+-A-PP~'o-'-_ ~-....__,.__ ........ oEsiGN:s . DRAWN RS CITY OF NEWPORT BEACH • R-6038-S "' ---=R"'OC,c,K~E.-M-cclLL...,..E"CCR-R~.~C.~E ~2-94-9~3-E-XP'-..... 3....,/3--1'"'(1....,5~ DA 1£: ------..---.-----.--~---R-E-V-IS--_-IO_N_S_--. __ ~.,__--'-------~-.,..--1-=cH=Ec"".K,;,;E~:::.M..:....c.-h--"",-;:.:;:;;._-1 PUBLIC WORKS DEPARTMENT SHEET 13 OF 13 I