HomeMy WebLinkAboutT_5874_SNOTE• TYPE I ARRDV TD BE 5' FDR BIKE LANE.
CR □SSVALK AND LIMIT LINES PER STD A24E
LEGEND
STOP 'STOP' TD BE INSTALLED PER STD A24D
AHEAD ' AHEAD ' TD BE INSTALLED PER STD A24D
;, TYPE IV(R) ARRDV (STD A24A)
~ TYPE VII<L) ARR□V (STD A24A)
~ EXISTING TD BE PROTECTED IN PLACE
s EXISTING TO BE PROTECTED IN PLACE
0 REPLACE TRAFFIC SIGNAL LOOPS
CONSTRUCTION NOTES
!. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL
BE PER STATE OF CALIF. DEPT, OF TRANSPORTATION
STANDARD PLANS, 1999 EDITION.
2. ALL 12' VHITE OR YELL □V STRIPING SHALL BE SPRAYABLE
REFLECTORIZED THERMOPLASTIC, UNLESS DTHERVISE INDICATED,
3. ALL FINAL STRIPING SHALL BE 'SPRAYABLE REFLECTDRIZED
THERMOPLASTIC' APPLIED AT A MINIMUM THICKNESS OF 0.45 MM,
EXCEPT CRDSSVALKS AND LIMIT LINES SHALL BE 0.90 MM MINIMUM
THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL
THE PAVING HAS BEEN IN PLACE FDR AT LEAST 15 DAYS.
TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT
APPLIED IN ONE COAT AND AS SOON AS POSSIBLE VITHIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED.
4. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED
PRIOR TD SLURRY DR OVERLAY,
5. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED
PRIOR TD SLURRY DR OVERLAY.
6,
7.
8.
9,
ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE
GLASS COVERED REFLECTIVE FACES DR BE 3M SERIES
290 MARKERS,
ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE
CERAMIC.
ALL STOP BARS TD BE 12' \./HITE @ 1/2 A
UNLESS DTHERVISE NOTED.
INSTALL FRONT LOOPS 1 FOOT INTO· CRDSSVALK, SEE SPECS,
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12' VHITE
-
EXISTING CROSS GUTTER
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1/
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--DETAIL 21 --
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EXISTING CURB
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DETAIL 21
EXISTING STRIPING
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DETAIL 1
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DETAIL 21 I
SEE R-5796~$ t R-5805-'5
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DETAIL 21
12' VHITE
APPROVED
~~~
ANSP. 8: DEV. SERVICES MANAGER
R.C.E. NO. 22045
oArr M'""I 2~12.co'L
STRIPING PLAN
BROAD STREET
C-3473
FROM WESTMWSTER AVE. TO CLAY ST.
BOLSA AVENUE
FROM CLAY ST. TO 15TH ST.
o~sii~~mers 0:.A~mmers CITY OF NEWPORT BEACH T-587 4-S l---+---+--------------l----l-=~=~--1-~===--'
DATE BY DESCRIPTION OF REVISIONS APP'D. C~Ec;~ler DAi17-02 PUBLIC WORKS DEPARTMENT SHEET 1 A OF 4
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SANTA ANA AVENUE
DETAIL 21
NOTE• TYPE I ARRO\./ TO BE 5' FOR BIKE LANE,
CROSS\./ALK AND LIMIT LINES PER STD A24E
LEGEND
STOP 'STOP' TO BE INSTALLED PER STD A24D
AHEAD 'AHEAD' TD BE INSTALLED PER STD A24D
,. TYPE IV<R) ARRO\./ <STD A24A)
~ TYPE VI!(L) ARR□vl <STD A24A)
~ EXISTING TD BE PROTECTED IN PLACE
s EXISTING TO BE PROTECTED IN PLACE
0 REPLACE TRAFFIC SIGNAL LOOPS
1,
2.
3,
CONSTRUCTION NOTES
ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC,, SHALL
BE PER STATE OF CALIF, DEPT, OF TRANSPORTATION
STANDARD PLANS, 1999 EDITION,
ALL 12' 'v/HITE DR YELL □\./ STRIPING SHALL BE SPRAYABLE REFLECT□RIZED THERMOPLASTIC, UNLESS □THER\./ISE INDICATED.
ALL FINAL STRIPING SHALL BE 'SPRAYABLE REFLECT□RIZED
THERMOPLASTIC' APPLIED AT A MINIMUM THICKNESS OF 0.45 MM, EXCEPT CROSS'v/ALKS 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.
TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT
APPLIED IN ONE COAT AND AS SOON AS POSSIBLE \./!THIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED,
4. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED
PRIOR TD SLURRY OR OVERLAY,
5. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED
PRIOR TD SLURRY OR OVERLAY.
6.
7,
8.
9.
ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE
GLASS COVERED REFI ECTIYE FACES OR BE 3M SERIES
290 MARKERS.
ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE
CERAMIC,
ALL STOP BARS TD BE 12' \,/HITE @ 1/2 t:,.
UNLESS □THER\./ISE NOTED.
INSTALL FRONT LOOPS I FOOT INTO CRDSS\./ALK, SEE SPECS.
DETAIL 1
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-
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12• v/HITE / /
/ /
/ /
DETAIL 1
DETAIL 21
EXISTING CROSS GUTTER I I
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DETAIL 1--\
18' 18'
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DETAIL 21
---
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--
EXISTING CURB
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INSTALL '25'
PAVEMENT MARKING
PER STD A24C
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EXISTING STRIPING
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JOIN EXISTING STRIPING
DETAIL 21 <TYP,)
DETAIL 1
h ~:_
-
CLIFF DRIVE
No, 2204
Exp,?/'
CIVIL or CAL•
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EXISTING STRIPING
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---------------
--------------
EXISTING CURB
SEE R-5796-S i R-5805-S
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DETAIL 1
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DETAIL 21 -
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12' \,/HITE _ __,. \
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EXISTING CURB
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C-3473
~ROVED
f-1---1------+----lK~Wl;~J_
STRIPING PLAN
SANTA ANA AVENUE ANSP. & DEV. SERVICES MANAGER
R.C.E. NO. 22045
DAlE Ma. z.a 2ro2.
FROM OLD NEWPORT BLVD. TO CLIFF DRIVE
CLIFF DRIVE FROM SANTA ANA AVE. TO RIVERSIDE AVE.
DEil.G~~mers DRl~ommers CITY OF NEWPORT BEACH T-5874-S l-----t--+------------t--+=-'~="""""+---'~==---1
CH~~~?ahler DA,_17-02 PUBLIC WORKS DEPARTMENT SHEET 2A,DF 4 DAlE BY DESCRIPTION OF RE'i1S10NS • APP'D.
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EXISTING STRIPING
JOIN EXISTING STRIPING
0
► 20' +
15'
12' \./HITE
14 9'x20' 60•
PARKING STALLS
4' \./HITE
12' \./HITE CHEVRONS
@ 10' SPACING <TYP,)
10' (TYP,) 7 • L
20' ◄4'► 18' ◄
JOIN EXISTING STRIPING
LEGEND
STOP 'STOP' TO BE INSTALLED PER STD A24D
AHEAD 'AHEAD' TD BE INSTALLED PER STD A24D
,. TYPE IV(R) ARRO\,/ <STD A24A)
~ TYPE V!I(L) ARR □\,/ <STD A24A)
~ TYPE VII(L) ARRD\./ (STD A24A) -MODIFIED
'lJJ TYPE VI ARRO\,/ (STD A24A)
'¾ EXISTING TD BE PROTECTED IN PLACE
s EXISTING TD BE PROTECTED IN PLACE
0 REPLACE TRAFFIC SIGNAL LOOPS
CONSTRUCTION NOTES
1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL
BE PER STATE OF CALIF, DEPT, OF TRANSPORTATION
STANDARD PLANS, 1999 EDITION,
2, ALL 12' \./HITE DR YELL □\,/ STRIPING SHALL BE SPRAYABLE
REFLECT □RIZED THERMOPLASTIC, UNLESS OTHER\,/ISE INDICATED.
3, ALL FINAL STRIPING SHALL BE 'SPRAYABLE REFLECT□RIZED
THERMOPLASTIC' APPLIED AT A MINIMUM THICKNESS OF 0.45 MM,
EXCEPT CROSS\,/ALKS 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,
TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT
APPLIED IN ONE COAT AND AS SOON AS POSSIBLE \./ITHIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED,
4. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED
PRIOR TO SLURRY DR OVERLAY.
5. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED
PRIOR TO SLURRY DR OVERLAY.
6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE
Gl ASS COVERED REFLECTIVE 'FACES DR BE 3M SERIES
290 MARKERS.
-lD -
---------
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(
EXISTING PARKING
BLOCKS <TYP,) EXISTING CURB
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EXISTING
GARAGE
20'
9' 8161
10'
EXISTING
STRUCTURE
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9' 9' 10'
l EXISTING CROSS GUTTER 12' DIAGONALS
@ 4' SPACING
4' \./HITE CTYP.)
EXISTING
HANDICAP RAMP
4' BLUE
HANDICAP STALL DETAIL
PER CITY STANDARD
4 9'x20' 60'
PARKING STALLS
4' \./HITE
17 9'x20' 60'
PARKING STALLS
4' \./HITE
INSTALL 12' \./HITE
PAVEMENT MARKINGS
@ 10' SPACING
s ►
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1-tj
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SCALE• 1 '=20'
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----
12 9'x20' 60'
PARKING STALLS
EXISTING CURB EXISTING DRIVEVAY 4' \./HITE
32ND STREET
EXISTING CURB
20' • • • •
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EXISTING CURB
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DETAIL 21
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DETAIL 21
EXISTING PARKING
METER (TYP,)
DETAIL 8
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► 20' + 20' ◄ 24' ► 20' ◄4 i-20' + 20' 14► 20' + 20' ◄5120' + 20' ◄~'► 18' + 20' ◄6'►
3 ,,. I . 75'
;t, . I. 25' • ,
_ (19:j2_
20' ◄ +j 20'
j -,---, (162') c:!
60' ► 20' .j 6'► 20' ◄ .b ~ -(148') ,-,, • • ~ "" -I\)
~ a: >-...
~ DETAIL 21 DETAIL 38A
ro 12' \,/HITE CHEVRONS EXISTING CURB
@ 10' SPACING (TYP.)
32ND STREET
DETAIL 38A (TYP.>
c..r,
'3
8' \./HITE
(24')
DETAIL 21 -----13' 11'
12' \,/HITE
(24')
14' i---1
12' \./HITE
('
(\J "' ~ EXISTING
LIGHT POLE
12' \./HITE
(70')
EXISTING
FIRE HYDRANT---"'-
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12' VHITE
EXISTING CURB
DETAIL 38A TYP,
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EXISTING CURB
EXISTING DRIVE\./AY SCALE• 1 '=30'
7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE
CERAMIC. SEE R-5796-S C-3473
8.
9.
ALL STOP BARS TO BE 12' \,/HITE @ l/2 L:.
UNLESS OTHERVISE NOTED,
INSTALL FRONT LOOPS 1 FOOT INTO CR□SSVALK, SEE SPECS,
NOTE• TYPE I ARRO\,/ TD BE 5' FDR BIKE LANE,
CROSS\./ALK AND LIMIT LINES PER STD A24E
\II , E:V,lf /),
'1'.i;,
~ "'
No, 22045
Exp,9/3d/~
CIVIL ,1-""'"'
t CALl>~
APPROVED
RAN SP. & D V. ERVICES MANAGER
R.C,E. NO. 2204$
DA TE 2,.3, 2.£,oz_
STRIPING PLAN
32nd STREET
FROM NEWPORT BLVD. TO LAFAYETTE
LAFFAYETE AVENUE
FROM 32ND ST. TO VIA LlDO
DE€.IGr!~mers DR~.,ommers CITY OF NEWPORT BEACH T-587 4-S i-----t---t------,----------1--1-=c=~cc=~-+-"-'-=='-'---1
CHEJ~K~~hler DA~-17-02 PUBLIC WORKS DEPARTMENT SHEET 3A OF 4 DATE BY DESCRIPTION OF REvlSIONS APP'O.
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NOTE, TYPE I ARROW TD BE 5' FDR BIKE LANE.
CROSSWALK AND LIMIT LINES PER STD A24E
LEGEND
STO~
AHEAD
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1.
2.
3,
4.
5.
6.
• 7.
8.
9.
• STOP• TD BE INSTALLED PER STD A24D
, AHEAD• TD BE INSTALLED PER STD A24D
TYPE IV(R) ARROW (STD A24A)
TYPE Vll(L) ARROW (STD A24A)
EXISTING TD BE PROTECTED IN PLACE
EXISTING TD BE PROTECTED IN PLACE
REPLACE TRAFFIC SIGNAL LOOPS
CONSTRUCTION NOTES
ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL
BE PER STATE OF CALIF. DEPT. OF TRANSPORTATION
STANDARD PLANS, 1999 EDITION,
ALL 12' 'WHITE DR YELLOW STRIPING SHALL BE SPRAYABLE
REFLECTORIZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED,
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,
TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT
APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS
AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED.
ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED
PRIOR TD SLURRY DR OVERLAY.
ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED
PRIOR TO SLURRY DR OVERLAY.
ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE
GLASS C □VERED 8~ELECI!VE FACE~ OR BE 3M SERIES
290 MARKERS.
ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE
CERAMIC,
ALL STOP BARS TO BE 12' WHITE @ 1/2 t:,.
UNLESS OTHERWISE NOTED.
INSTALL FRONT LOOPS 1 FOOT INT □ CROSSWALK, SEE SPECS,
12' WHITE
-----
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DETAIL 1
-----
I 12' \✓HITE
----'---
~ (100') -----
----
DETAIL 21
EXISTING CURB
SEAGULL LANE
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---
----
DETAIL 1
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--
--
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---------------
<100') ----
MATCH LINE
SEE ABOVE LEFT
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20' 120'
1 -,--EXISTING CURB
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---------
EXISTING CURB
SEE R-5796-S C-3473
~ROVED ]
l-+---+---------+-----1::&_~y\\. ~It--STRIPING PLAN
SHERRINGTON PLACE
-SEA GULL LANE ANSP. & DEV. SERVICES MANAGER
R.C.E. NO. 22045
DATE Ma. ;J..!, Z..ooz.. FROM IBV!NE AVE. TO 16TH ST.
D~Sli~~mers o;_A~mmers CITY OF NEWPORT BEJ!.CH T-587 4-S f----l---l-------------1--+:::c~~"'-'---+====--i
CHECKED DAT5~17-02 PUBLIC WORKS DEPARTMENT SHEET 4A OF 4 DATE BY APP'D. DESCRIPTION OF REVISIONS J. Brahler r\
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