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POWER POLE
SANITARY SEv.[R MANHOLE
EXISTING CONSTRUCTION
PROPF:RTY LINE
?1 FIRE HYDRANT
~ WATER METER BOX & SERVICF:
□GM GAS METER
--0--VALVE
POWER POLE AN CHOR
6 MONUMENT
--x--x-x-FENCE
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TREE
SHRUBBERY
= -""-""-=-ASPHALT PAVEMENT
ID::'.::':,\:'::': BRICKWALK
1-I CONCRETE
~((/ft'.//1/A BUILDING
COLD PLANE PER PLAN
NEW CONSTRUCTION
---_'t, ___ CE.NTERLINE
----S-----SEWER LINE
-----W-----WATER LINE
-E--POWER LINE
--TEL-TELEPHONE LINE
-CATV-CABLEVISION LINE
_5p_ SPl<!NKLER SYSTEM
:0: STF/EET LIGHT
SIGN
GARAGE OPENING
///// WlNDOW
* SPRINKLER
~ SURVEY MONUMENT
@ BORRING
SUBGRADE TO BE REMOVED
AND RECOMPACTED PER PLAN
ASPHALT CONCRETE PAVEMENT
AND/OR OVERLAY PER PLAN
\
RTI-
EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DEPT,)
COUNTY SANITATION DISTRICTS
COMCAST CABLE"1SION
UNDERGROUND SERVICE ALERT
DAY AFTER HOURS
(800)-624-8153
(800)-611-1911
611
(949)-644-3011
(714)-962-2411
(714)-542-6222
(800)-422-4133
(800)-624---8153
(800)-611-1911
611
(949)-644-3717
(714)-644-6222
(800)-422-4133
PUBL C WORKS [)EPARTMENT
BACKBA Y DRIVE STREE~T IMPROVEMENTS
APPROVED:
DIRECTOR OF PUBLIC WORKS R-C.E. 16791
R.C.E. 24967
BENCH MARK:
ELEVATIONS BASED ON
OCS BENCHMARK NO. NB4-38-77 WAS USED FOR TH£ VERTICAL MONUMENT. LOCATED ON TH£ £AST£Rl Y SID[ or BACK BAY DRIVE, 0.2 Mil[ NORTHWEST ALONG BACK BAY DRIVE FROM ITS JUCTION WITH JAMBOREE ROAD,
TO A CONCRETE DRAINAGE STRUCTURE WHICH IS WEST or TH£ N[WPORT[R INN, 42.6 FT £AST or TH£ CENTER LIN£ or BACK BAY DRIVE, 9. 1 FT [AST or TH[ [AST CURB FAC[, ON TH[ NORTH SID[ or A PARKWA y
CUL VERT, 0.5 FT or A FOOT SOUTHEAST or TH[
SOUTHERLY [ND or A HEADWALL OVER A DOUBLE
BARREL CORRUGATED STE ET ARCHED PIP£ CUL VERT.
ELEVATION WAS 13.066 FT BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 29 {NGVD29) AS ADJUESTED IN 1995, ROUGHLY EQUIVALENT TO MEAN SEA LEVEL
BASIS OF BEARINGS:
THE BASIS or BEARINGS IS BASED ON
THE "ORANGE COUNTY GEODETIC CONTROL NETWORK"
HORIZONTAL CENTRAL STATION 6266 AND STATION 6267 BEARING N 35"&'11" E PER RECORDS ON FIL£
WITH THE ORANG£ COUNTY SURVEYOR'S OFFICE
1./ 242:2:>( DATE: _,:-//,(2/l ,
I I
DA TE __:j~ i 24--, 0 I
ADDITIONAL SPECIFICATIONS:
CRACKS SEALANT SHALL BE IN ACCORDANCE WITH SECTION 201-3. 7TYPE Ill F AR4000 OF THE GREEN BOOK ALL CRACKS 1/8" WIDE OR GREATER SHALL BE BLOWN CLEAN WITH COMPRESSED AIR JUST PRIOR
TO SEALING. LOOSE MATERIAL BETWEEN CRACKS
LARGER THAN 3/8" (10 MM) SHALL BE REMOVED BY GROUGING OR PLOWING AND THE CRACK SHALL BE BRUSHED AND BLOWN CLEAN WITH COl'lt!PRESSED AIR JUST PRIOR
TO SEALING.
ALL CRACKS SHALL BE FREE OF DUST, DIRT, MOISTURE AND FORE/GIN MATTER PRIOR TO SEALING.
COLD PLANE SHALL BE IN ACCORDANCE WITH SECTION 302-5.2 OF GREEN BOOK
ASPHALT CONCRETE SHALL BE TYPE Ill CJ AR4000
TACK COAT SHALL BE GRADE SS-1h.
PETROMA T SHALL BE IN ACCORDANCE WITH SECTIONS 213-1 AND 302-7 OF THE GREEN BOOK.
SHEET INDEX:
1 TITLE SHEET, GENERAL NOTES, AND SHEET INDEX
2 DETAILS AND SECTIONS
3-5 STREET IMPROVMENTS PLANS
6-8 STRIPING PLANS
9-14 STREET SECTIONS
UTILITIES Dl\1S10
GENERAL NOTES
1-ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER
2,
CONTRACT SHALL, EXCEPT AS OTHERWlSE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PR0"1SIONS, BE CONSTRUCTED IN ACCORDANCE WlTH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "(GREEN BOOK) 2000 EDITION, AND SUPPLEMENTS TO DA TE,"
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THE LOCATIDl'J THE LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINING CONSTRUCTION,
CONSTRUCTION NOTES
REMOVALS:
0
0
0
0
0
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND EXISTING AGGREGATE BASE AND SUB GRADE TO ACCOMMODATE NEW SECTIONS PER LIMITS AS SHOWN ON THE PLANS.
COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT 2" DEEP MINIMUM, TO ACCOMMODATE A 2• ASPHALT CONCRETE PAVEMENT OVERLAY AND MAINTAIN A 4• ASPHALT CONCRETE PAVEMENT MINIMUM SECTION OVER THE EXISTING A•~GREGA TE BASE SECTION.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE BERM PER LIMITS AS SHOWN ON THE PLANS.
REMOVE AN ADDITIONAL 72" MINIMUM OF EXISTING SUB GRADE. AND RECOMPACT PER TYPICAL STREET SECTION ON SHEET 2,
COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT VARIABLE THICKNESS (2" MAX) PER TYPICAL SECTIONS ON SHEET 2.
STREET:
@)
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®
@
®
CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 6" AGGREGATE BASE. FOR ELEVATIONS SEE SECTIONS ON SHEETS 9 THROUGH 14, INCLUSIVE.
CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMAT, 2• MINIMUM, TO OBTAIN 4" ASPHALT CONCRETE PAVEMENT MINIMUM SECTION OVER THE EXISTING AGGREGATE BASE SECTION. FOR ELEVATIONS SEE SECTIONS ON SHEETS 9 THROUGH 14, INCLUSIVE.
CONSTRUCT 6" ASPHALT CONCRETE BERM PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-183-L-TYPE E.
ADJUST MONUMENT COVER TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-116-l. MONUMENT TIED OUT PRIOR TO CONSTRUCTION. MONUMENT TO BE RESET IF DISTURBED AFTER CONSTRUCTION.
ADJUST SEWER MANHOLE RIM TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-111-L.
ADJUST WATER VAL VE COVER TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-577-L.
REMOVE AND REPLACE TRAFFIC SIGNAL LOOPS AS NOTED ON THE PLANS.
CONSTRUCT 2• ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMAT. SEAL CRACKS PRIOR TO PAV/NG. FOR ELEVATIONS SEE SECTIONS ON SHEET 9 THROUGH 14, INCLUSIVE.
STRIPING:
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INSTALL 4" WIDE YELLOW SOLID DOUBLE LINES WITH 3• CENTER BLACK STRl"E PER CAL TRANS TRAFFIC MANUAL DETAIL 21.
INSTALL 6" WIDE WHITE SOLID STRIPE BIKE LANE PER CAL TRANS TRAFFIC MANUAL DETAIL 39.
INSTALL BIKE LANE PAVEMENT MARKING.
INSTALL /OD' BIKE LANE INTERSECTION LINE PER CAL TRANS TRAFFIC MANUAL DETAIL 39A.
INSTALL 4• WIDE WHITE LANE LINE PER CALTRANS TRAFFIC MANUAL DETAIL 8,
INSTALL 4" WIDE WHITE SOLID LINE (50' TYPICAL).
INSTALL t' WIDE WHITE SOLID STRIPES.
INSTALL PAVEMENT MARKING AS NOTED ON THE PLANS.
C-3387
TRANSPORTATION Dl~SION GENERAL SER\1CES
04-23-07
04-12-01
03-23-01
11-17-00
11-03-00
10-16-00
10-04-00
1Dlv1c E11gineeri11g
Civil ■ Surveying ■ Planuing
18 Technology Drive, Suite 100
Irvine, CA 9:2610
l~'!it!i~~~=--At#ottM .~~ APPROVAL
SHEIET
41 Aeril Z4, ZoO( '\-• 2't -2001
DATE DATE DATE
R-5762-S (B4D) 75:J-9~19:J FAX (9,!9) 753-9:122 -----<
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COLD PLA/1£
60' -59.5'
COLO PLANE
Ii_ 30"5 PROPOSED
1 5,/_8"
(TYP)
BACKBA Y DRIVE
TYPfCAL STREET SECTION
N. T.S.
STA'llON 19+44.05 TO STATION 29+21.13
R/W k---50' -49'
2'±
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PROPOSED F~llSHEO SURFACE
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BACKBA Y DRIVE
TYPJ'CAL STREET SECTION
N. TS.
STATION 29+21./3 TO STATION 32+16.40
49' -43'
J/'
-------
/8' -/2'
2"AC OVERLAY WITH
PETROMA T (TYP J:
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-----
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(TYPICAL)
R/W
---..PROPOSLD
6" AC BERM
R/W
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COLD PLANE
BACKBA Y DRIVE
TYJ'ICAL STREET SECTION
N. TS.
STATION 32+16.40 TO STATION 32+83.01
FOR ACTUAL LOCATION or THE PROPOSED
FINISHED SURFACE AND THE EXISTING FINISHED
SURFACE RELATIVE TO EACH OTHER SEE CROSS
SECi7ONS SHEETS 49-54, {SHEETS 8/14-14/14)
R/W
R/W
R/W
30':i
-------;ROPO;ED Fl;ISH;D SURFACE -1--4"AC
PROPOSED \--
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6" AC BERM
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EXISTING
FINISHED
SURFACE
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TYPICAL STREET SECTION
[ EXISTING
-8" CURB & GUTTER
(TYPICAL)
N T.S.
STATION 10+90.65 TO STATION 14+32.62
tXISTING
FINISHED
SURFACE
VARIES
JO' -29'
6"AB
BACKBA Y DRIVE
TYPICAL STREET SECTION
N.T.S.
STATION 14+32.62 TO STATION 17+50.00
....
60'±
BACKBA Y DRIVE
TYPICAL STREET SECTION
N. TS.
STATION 17+50.00 TO STATION 19+44.05
R/W
R/W
BACKBAY DRIVE
STRE~T IMPROVEMENTS
STREET SECTIONS
04-23-0/
04-/2-01
03-23-0/
/1-17-00
/1-03-00
10-16-00
10-04-00
SFIEET
42
D}{-' Eriginecrilng
Civil • Surveying ■ Planning
11.l Technology Drive, Suite I 00
Irvine, CA 9;!61 fl
(fl49) ?53-9393 FAX (9,19) ?53-9322 DATE '---B_Y__,_ _______ o_Es_cR_1r_T1o_N ____ __,_A_PP_'o--1. ~DE=s1=GN=ED----'H""D"+K _oR_AWN __ =iEA CITY OF NEWPORT BEACH R-5,762-S
REv1SIONS CHECKED DJM DA~T 04, 2000 PUBLIC WORKS DEPARTMENT SHEET 2 OF 14 4-23-0I
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BA CKBA Y DRIVE
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Dlvf EJ1ginecri11g;
Civil • Surveying • Planning
Ill l cchnology
Irvine,
(949) ?fi:J-9393
Drive, Suite 100
CA 92618
FAX (949) 753-9322
¢-23-0I
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DAT£ BY
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DESCRIPTION
REl1SI0NS
CONSTRUCTION NOTES
REMOVALS:
0
0
0
0
0
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND EXISTING
AGGREGATE BASE AND SUB GRADE TO ACCOMMODATE NEW SECTIONS PER LIMITS
AS SHOWN ON THE PLANS.
COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT 2" DEEP MINIMUM, TO
ACCOMMODATE A 2• ASPHALT CONCRETE PAVEMENT OVERLAY AND MAINTAIN A
4• ASPHALT CONCRETE PAVEMENT MINIMUM SECTION OVER THE EXISTING AGGREGATE
BASE SECTION.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE BERM PER LIMITS AS SHOWN
DN THE PLANS.
REMOVE AN ADDITIONAL 12" MINIMUM OF EXISTING SUB GRADE, AND RECOMPACT
PER TYPICAL STREET SECTION ON SHEET 2.
COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT VARIABLE THICKNESS (2" MAX.) PER TYPICAL SECTIONS ON SHEET 2.
STREET:
CONSTRUCT 4• ASPHALT CONCRETE PAVEMENT OVER 6" AGGREGATE BASE.
FOR ELEVATIONS SEE SECTIONS ON SHEETS 9 THROUGH 14, INCLUSIVE.
CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMAT, 2" MINIMUM,
TO OBTAIN 4• ASPHALT CONCRETE PAVEMENT MINIMUM SECTION OVER THE EXISTING
AGGREGATE BASE SECTION. FOR ELEVATIONS SEE SECTIONS ON SHEETS 9 THROUGH
14, INCLUSIVE.
CONSTRUCT 6" ASPHALT CONCRETE BERM PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-183-L-TYPE E.
ADJUST MONUMENT COVER TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-116-L. MONUMENT TIED OUT PRIOR TO CONSTRUCTION MONUMENT TO BE RESET IF DISTURBED AFTER CONSTRUCTION.
ADJUST SEWER MANHOLE RIM TO GRADE PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-111-L.
ADJUST WATER VAL VE COVER 70 GRADE PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-511-L.
REMOVE AND REPLACE TRAFFIC SIGNAL LOOPS AS NOTED ON THE PLANS.
CONSTRUCT 2• ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMAT. SEAL CRACKS
PRIOR TO PAVING. FOR ELEVATIONS SEE SECTIONS ON SHEET 9 THROUGH 14, INCLUSIVE.
APP'D. DESIGNED DRA\\N
HDK EA
CHECKED DAT£
DJM SEPT 09, 1999
C-338/'
04-23-01
04-12-01
OJ-23-01
11-17-00
11-0J-00
10-16-00
10-04-00
BACKBAY DRIVE
STREET IMPROVEMENTS
STREET IMPROVEMENTS
SHIEET
43
CITY OF NEWPORT BEAC R-e:i762-S
PUBLIC WORKS DEPARTMENT SHEET 3 OF 14
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D1Vfc Engineeri11g
Civil " Surveying ■ Planning
Hl Technology Drive, Suite 100
Irvine, CA 92618
(949) 753-9393 FAX (949) 753-9322
'I /
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SCALE IN FEET
I inch -20 ft.
DATE BY
40
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CONSTRUCTION NOTES
REMOVALS:
0
0
0
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND EXISTJIVG
AGGREGATE BASE AND SUB GRADE TO ACCOMMODATE NEW SECTIONS PER LIMITS
AS SHOWN ON THE PLANS.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE BERM PER LIMITS AS SHOWN
ON THE PLANS.
COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT VARIABLE THICKNESS (.2" MAX.) PER TYPICAL SECTIONS ON SHEET 2.
STREET:
CONSTRUCT 4• ASPHALT CONCRETE PAVEMENT OVER 6" AGGREGATE BASE. FOR ELEVATIONS SEE SECTIONS ON SHEETS g THROUGH 14, INCLUSIVE.
CONSTRUCT 6" ASPHALT CONCRETE BERM PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-183-L-TYPE E.
ADJUST MONUMENT COVER TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-116-L. MONUMENT TIED OUT PRIOR TO CONSTRUCTION MONUMENT TO BE RESET IF DISTURBED AFTER CONSTRUCTION.
ADJUST SEWER MANHOLE RIM TO GRADE PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-111-L.
ADJUST WATER VALVE COVER TO GRADE PER CITY OF NEWPORT BEACH
STANDARD PLAN NO, STD-511-L.
CONSTRUCT 2" ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMAT. SEAL CRACI-S PRIOR TO PAVING. FOR ELEVATIONS SEE SECTIONS ON SHEET 9 THROUGH 14, INCLUSIVE.
C-3387
04-23-01
04-12-01
03-23-01
11-17-00
11-03-00
10-16-00
10-04-00
BACKBA Y DRIVE
STREET IMPROVEMENTS
STREET IMPROVEMENTS
SIHEET
44
APP'O. DESIGNED DRAlll'I DESCRIPTION HOK EA CITY OF NEWPORT BEAC R-5762-S
PUBLIC WORKS DEPARTMENT SHEET 4 OF 14 RE"1SIONS CHECKED DATE -2 3-0/ DJM SEPT 09 1999 ____ , ________________________________ ___1_ _____________________________ _,_ __ __,c...c::...,::__c.c_ _ _. ______________________ _,_ ___ __c=L-=-'--'=-==----------------'-------~
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CONSTRUCT/ON NOTES
REMOVALS:
(j)
0
0
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND EXISTING
AGCREGA TE BASE AND SUB GRADE TO ACCOMMODATE NEW SECTIONS P£R LIMITS
AS SHOWN ON THE PLANS.
COLD PLAN£ EXISTING ASPHALT CONCRETE PA VEM£NT 2" D££P MINIMUM, TO
ACCOMMODATE A 2" ASPHALT CONCRETE PAVEMENT OVERLAY AND MAINTAIN A
4" ASPHALT CONCRETE PAVEMENT MINIMUM SECTION OVER THE EXISTING AGGRE(JATE
BAS£ SECTION.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE BERM PER LIMITS AS SHOWN
ON TH£ PLANS.
COLD PLANE £XIS77NG ASPHALT CONCRETE PAVEMENT VARIABLE THICKNESS (2" MAX.)
P£R TYPICAL SECTIONS ON SH££T 2.
STREET:
CONSTRUCT 4" ASPHALT CONCRETE PA VEM£NT OVER 6" AGGR£GA TE BAS£.
FOR ELEVA770NS SEE SECTIONS ON SHEETS 9 THROUGH 14, INCLUSIVE.
CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMA T, 2" MINIMUM,
TO OBTAIN 4" ASPHALT CONCRETE PA VEM£NT MINIMUM SECTION OVER TH£ EXIS77NG
AGGR£GA TE BAS£ SECTION. FOR ELEVATIONS S££ SECTIONS ON SH££TS 9 THROUGH
14, INCLUSIVE.
CONSTRUCT 6" ASPHALT CONCRETE BERM PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-183-L-TYPE £.
ADJUST WATER VALVE COVER TO GRAD£ PER CITY OF NEWPORT BEACH
STANDARD PLAN NO. STD-511-l.
CONSTRUCT 2" ASPHALT CONCRETE PAVEMENT OVERLAY WITH PETROMA T. SEAL CRACKS
PRIOR TO PAVING. FOR £LEVA TIONS SEE SECTIONS ON SHEET 9 THROUGH 14, INCLUSIVE.
C-3387
04-23-01
04-12-01
03-23-01
11-17-0G
11-03-0(
10-16-0(
10-04-0(
-----"·--------------------------------~-------~-~--------------~-----------------------~--~---
Dtvfc Engineering
Civil II Surveying ■ Ph1nning
'-----18 Technology Drive, Sui Le 100 "-:=_:.,..,2~->' • ,..---
Irvine, CA 92618
(919) 753-9393 FAX (949) 753-9:322
,;.-23-0/ -----------------'--~-
DATE
BACKBAY DRIVE
STREET IMPROVEMENTS
STREET IMPROVEMENTS
+----t--··· ----------------t--1----------,c-----+-------------+-------DRA\IN BY DESCRIPTION APP'D. DESIGNED
REVISIONS CHECKED
HOK EA
DATE
DJM SEPT 09, 1999
CITY OF· NEWPORT BEAC
PUBLIC WORKS DEPARTMEN
R-1!5762-S
SHEE1' 5 OF 1~
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BACKBA Y DRIVE
)·---
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BA CKBA Y DRIVE
STRIPING GENERAL NOTES:
1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, _1999
EDITION.
2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO
SLURRY/NEW PAVEMENT.
3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO
SLURRY/NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS
OTHERWISE SHOWN.
4. ALL STOP BARS TO BE 12" WHITE @ 1/2 6 UNLESS OTHERWISE NOTED.
5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED
THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM,
EXCEPT CROSSWALKS AND LIMIT LINES SHALL BE 0.90 MM MINIMUM
THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE
PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS.
6. TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE
APPLIED IN ONE GOAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED.
7. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS.
----19 ---
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L GRAPHIC SCALE
10 20 40 BO
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( IN FEET )
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STRIPING NOTES:
INSTALL 4• WIDE YELLOW SOLID DOUBLE LINES WflH 3• CENTER
BLACK STRIPE PER CALTRANS TRAmC MANUAL DETAIL 21
INSTALL 6" WIDE WHITE SOLID STRIPE BIKE LANE PER CAL TRANS
TRAFFIC MANUAL DETAIL 39
INSTALL BIKE LANE PAVEMENT MARKING
INSTALL 100' BIKE LANE INTERSECTION LINE PER CAL TRANS
TRAFFIC MANUAL DETAIL 39A
INSTALL 4 • WIDE WHITE LANE LINE PER CAL TRANS TRAFFIC MANUAL DETAIL 8
INSTALL 4• WIDE WHITE SOLID LINE (50' TYPICAL)
INSTALL 1' WIDE WHITE SOLID STRIPES
INSTALL PAVEMENT MARKING AS NOTED ON lHE PLANS
--+-
10
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--
'-'-
GRAPHIC SCALE
20 40 80
l~~~~I
( IN FEET )
1 inch = 20 ft.
BACKBAY DRIVE
STREET IMPROVEMENTS
STRIPING
04·-23-0
04-12-0
03-23-0
11-17-0,
11-03-0
10-16-0
10-04-0
S1-IEET
46
Dl\:Ic Engir1eering
Civil ■ Surveying ■ Planning
18 Technology Drive, Suile 100
Irvine, CA 92618
(9•19) ,'53-9393 FAX (9'19) 75:3-9322
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REVISIONS CHECKED DJM DA~T 04, 2000 PUBLIC WORKS DEPARTMENT SHEET 16 OF 1•
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2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO
SLURRY /NEW PAVEMENT.
3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO
SLURRY/NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS
OTHERWISE SHOWN.
4. ALL STOP BARS TO BE 12" WHITE @ 1/2 6 UNLESS OTHERWISE NOTED.
5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED
THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM,
EXCEPT CROSSWALKS ANO LIMIT LINES SHALL BE 0.90 MM MINIMUM
THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE
PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS.
6. TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE
APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED.
7. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS.
----
Engineering
Civil • Surveying • Planning
Drive, Suite 100
CA 92618
--
18 Technology
Irvine,
(949) 753-9393 FAX (949) 753-9322
--
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INSTALL 4• WIDE YELLOW SOLID DOUBLE LINES WITH J" CENTER
BLACK STRIPE PER CALTRANS TRAfflC MANUAL DETAIL 21
INSTALL 6" WIDE WHITE SOLID STRIPE BIKE LANE PER CALTRANS
TRAFFIC MANUAL DETAIL 39
INSTALL BIKE LANE PAVEMENT MARKING
INSTALL 100' BIKE LANE INTERSECTION LINE PER CALTRANS
TRAfflC MANUAL DETAIL J9A
INSTALL 4• WIDE WHITE LANE LINE PER CALTRANS TRAmc MANUAL DETAIL 8
INSTALL 4• WIDE WHITE SOLID LINE {50' TYPICAL)
INSTALL 1' WIDE WHITE SOLID STRIPES
INSTALL PAVEMENT MARKING AS NOTED ON THE PLANS
BACKBAY DRIVE
STREET IMPROVEMENTS
STRIPING
04-23-01
04-12-01
03-23-0l
11-17-0C
11-03-0(
10-16-0(
10-04-0t
SHEET
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1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 1999
EDITION.
2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO
SLURRY/NEW PAVEMENT.
3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO
SLURRY/NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS
OTHERWISE SHOWN.
4. ALL STOP BARS TO BE 12" WHITE @ 1/2 ~ UNLESS OTHERWISE NOTED.
5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED
THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM,
EXCEPT CROSSWALKS AND LIMIT LINES SHALL BE 0.90 MM MINIMUM
THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE
PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS.
6. TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE
APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED.
7. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS.
DIVf Engineering
Civil ■ Surveying ■ Planning
18 Technology Drive, Suite 100
Irvine, CA 92618
(949) 7!53-9393 FAX (949) 753-9322
DATE BY DESCRIPTION
REVISIONS
@
®
@
@
@)
@
STRIPING NOTES:
INSTALL 4• WIDE ~LLOW SOLID DOUBLE LINES WITH 3• CENTER
BLACK STRIPE PER CAL TRANS TRAmc MANUAL DETAIL 21
INSTALL 6' WIDE WHITE SOLID STRIPE BIKE LANE PER CALTRANS
TRAFRC MANUAL DETAIL 39
INSTALL BIKE LANE PAVEMENT MARKING
INSTALL 100' BIKE LANE INTERSECT/ON LINE PER CALTRANS
TRAFRC MANUAL DETAIL 39A
INSTALL 4• WIDE WHITE LANE LINE PER CALTRANS TRAmc MANUAL DETAIL 8
INSTALL 4" WIDE WHITE SOLID LINE (50' TYPICAL)
BACKBA Y DRIVE
STREET IMPROVEMENTS
STRIPING
04-23-01
04-12-01
03-23-01
11-17-00
11-03-0C
10-16-0C
10-04-0l
SHEET
48
APP'D. DESIGNED DRA\IN CITY OF NEWPORT BEAC R-5762-S
PUBLIC WORKS DEPARTMEN ET 8 OF 1,4
HDK EA
CHECKED DATE
DJM OCT 04, 2000
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BACKBAY DRIVE
STREET IMPROVEMENTS
04-23-01
04-12-01
03-23-01
11-17-00
11-03-00
10-16-00
10-04-00
D ~ Engineering
Civil • Surveying • Planning
18 Technology Drive, Suite 100
Irvine, CA 92618
S1-IEET
49 -! 1----+--+------------+--1 STREET SECTIONS
---;;;;;;> --9 \~ 1-D-ATE--B-Y-+-----DE-SC-RIP-TI-ON _____ A_P_P'D-. +-D-ES-IGN_E_D -HD-K.-DR,--A=WN--EA-+--c-1r_v_o_F_N_E_w_P_o_R_T_B_E_A_c-+-=Rc------=5=-c7=-e-=---=c2---=-s
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REVISIONS CHECKED DJM DA~T 04, 2000 PUBLIC WORKS DEPARTMENT 81EET 9 01' 14
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BACKBAY DRIVE
04-23-01
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STREET IMPROVEMENTS SHEET DJ~ Engineerir1g
Civil II Surveying ■ Planning
18 Technology Drive, Suite 100
Irvine, CA 92618
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DATE BY DESCRIPTION APP'D. DESIGNED HOK DRAWN EA CITY OF NEWPORT BEAC R-5762-S (949) 753-9393 FAX (949) 753-9322
REVISIONS CHECKED DJM DA~T 04, 2000 PUBLIC WORKS DEPARTMEN T 13 OF 14 -·
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Civil ■ Surveying ■ Planning
1 B Technology Drive, Suite 100
Irvine, CA 92618
(949) 753-9393 FAX (949) 753-9322
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BACKBAY DRIVE
STREET IMPROVEMENTS
STREET SECTIONS ,
04-23-01
04-12-01
03-23-01
11-17-00
11-03-00
10-16-00
10-04-00
SHEET
54
CITY OF NEWPORT BEAC R-fi762-S
PUBLIC WORKS DEPARTMEN SHEET 14 OF 14