HomeMy WebLinkAbout2467B. SOUTHERN CALIFORNIA GAS CO. (800) 427-2200
PROPOSED STREET LIGHT
P.C. BOX 3003 1
REDLANDS, CA 92373
Eg STORM DRAIN MANHOLE
C. CUCAMONGA VALLEY WATER CASMICT (9-09) 987-2591
10440 ASHFORD STREET
PROPOSED STORM DRAIN
CATCH BASIN
P.0, BOX 63"
0
RANCHO CUCAMONGA, CA 91729
0 PROPOSED SEWER MANHOLE
D, IT N! WATER DISTRICT (909) 593-7474
700 N. ,OMEN AVE,
ABBFEMTM:
DMLOPM
LA VERNE, CA 91750
kL
* ADELPHIA (800j4-81$1115`
BC
BEGINNING OF CURVE
VAN DAELE DEVELOPMENT CORPORAT ION
rr
One I -Mm=
2900 ADAMS STREET, SUITE C-25
1205 DUPONT ST.
EC
END OF CURVE
RIVERSIDE, CA. 92504
ONTARIO CA 91752
BCR
- BEGINNING OF CURB RETURN
* UIARTER COMMUNICATION (909) 880-0220
ECR
- END OF CURB RETURN
4240 N. HALLMARK PARKWAY
VC
- VERTICAL CURVE
SAN BERNARDINO, CA. 92407
BVC
- BEGINNING OF VERTICAL CURVE
CM eawa
MVC
- MIDDLE OF VERTICAL CURVE
MADOLE & ASSOCIATESINC.
G. SOVTHERN CALIFORNIA EDISON COMPAW (909) 665-4555
EVC
- END OVERTICAL CURVE
,F
REDWOOD AVENUE
MOC
- MIDDLE 'OF CURVE
9302 PITTSBURGH AVENUE, SUITE 23117951
FON) WA CA. 92336
CF
- CURB FACE
RANCHO CUCAMONGA, CA 911730
19. THE FINAL SURFACE LAYER OF ASPHALTIC COcICRETE ROADWAY PAVEMENT SHALL NOT BE
CL
- CENTERLINE
CONTACT PERSON: MARK BERTONE
PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN
EP
- EDGE OF PAVEMENT
PHONE (9091) 481-6322
INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED
FL
- FLOWLINE
AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
FS
- FINISHED SURFACEENGNEM
GB
- GRADE BREAK
20, ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION
PL
- PROPERTY LINE
RMA GROUPGEOTECIii NICAL COONSULTANTS
OF STREET LIGH 17S, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE
PRG
- POINT OF REVERSE CURVE
12130 SANTA MARGARITA COURT RANCHO
SIDEWALK.
RP
- RADIUS POINT
CUCAMONGA, CA 91730
RAN
- RIGHT OF WAY
PHONE: 90!4.989,1751
2:1. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD
TC
- TOP OF CURB
CONTACT: GARY WALLACE
SPECIFICATIONS. 21,
TR
TANGENT RATE
REFERENCE REPORT: NO:.. 15-762-01
PCC
m POINT OF COMPOUND CURVE
DATED: APRIL 19,2017
EASM SMVU
--,, �11 A h,
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDIST THAT N Y
COULD BE DISTURBED BY THIS PROJECT, ALL SAID MONUMENTS WHICH CURRENTLY EXIST' IN
THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS NONE. No. 763
Exp: 12 -31 -
DATED:
ANTHONY {FARC .L3. NO. 76�5 OF0401
2;
3
to
cli
La i
DUCT SPACING Sr,
SNAP -LOC OR API
VIKIMATIC
MULTI -CONDUIT
APPROVED EQUA
In
OR
3-1 1/4�'
JCT IN 4!'
FFARTHI
iE CURB
13
m
MARK # 100314
NORTHWEST CORNER OF
t BOULEVARD AND HAVEN
, I FT. NORTH OF BEGINNING Of
ETOkN fi�t SOUTHERLY END OF
ELEVATION� tM.1-i
kL
WIEWA
rr
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MARK # 100314
NORTHWEST CORNER OF
t BOULEVARD AND HAVEN
, I FT. NORTH OF BEGINNING Of
ETOkN fi�t SOUTHERLY END OF
ELEVATION� tM.1-i
9 l 9 -
lAtIll
SLOPE @ VC f FT. ,milk 48"
313 LIP
TC ELEV.
TDP CF'
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No. 56557
�xp- 06-30�118
DESIlGR
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DATE ;APPROVED
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CA: ORGA
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RCE: 67514
RECOMMENDED
I AVE, SUM 230
ONGA CA. 9= OD
9MAROW SHEET
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1 OF 5
3&337
RAW[' NC � G
0 N
WIEWA
One I -Mm=
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9 l 9 -
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SLOPE @ VC f FT. ,milk 48"
313 LIP
TC ELEV.
TDP CF'
�4.35.
1
R ir NT
No. 56557
�xp- 06-30�118
DESIlGR
RAMIMB:
RAM
DATE ;APPROVED
LJ
CA: ORGA
.2
Lu
0
TPLAIM
cr
)54
DAA IlE*
b
RCE: 67514
RECOMMENDED
I AVE, SUM 230
ONGA CA. 9= OD
9MAROW SHEET
wsm.wm
1 OF 5
3&337
RAW[' NC � G
0 N
DA CRE ;
►Cli ANN EL
4-
0
1 14
G
NOTE: REMOVE STREET TREETS IN
PARKWAY ASREQUIRED. 5
C3
J* EX, "FIDE EX, WATER
UTTER CHURCH STRE -T
RISER TO BE
G
RELOCATED 7
EX. 4' WIDE
SAWCUT LINE GUTTER
--7 —\ 7-\--�--\ -7
77\ (8 =J
TR
C
-Z
TC
AA !IN:
v
(5&63) TC
(b4.99) FL
A
AZ
7"
4 x
CONSTRUCTION NOTES
CONSTRUCT TRENCH REPAIR PER CITY STD, PLAN 120 WITH C2 -PG -M-1 0 AC EXIST.
THICKNESS +1" (r" MIN. FOR HAVEN, 6" MIN. FOR CHURCH, 5" MIN. FOR TERRA VISTA) OVER AS.
CONSTRUCT DRIVE APPROACH, TYPE C, PER CITY STD. PLAN NO. 101 ('=PER PLAN).
ASMODIFIED HEREON.
CONSTRUCT 8" CURB & GUTTER "A2-8" PER CITY STD. PLAN :NO. 104.
CONSTRUCT LIMITED ACCESS CURB PER CITY STD, PLAN I NO. 105-C.
CONSTRUCT 4" PCC SvIDE 'ALK PER CITY STD, PLAN NO. 103,W"=4'.
CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET 4.
SAWCUTIREMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE TO LIMITS SHOWN ON
THE PLAN (SAWCUT TPAST EDGE OF EXIST. GUTTER).
SAWCUTIREMO VE EXISTING CURB AND GUTTER TO LIMITS SHOWN ON THE PLAN.
SAWCUTIREMOVE EXISTING SIDEWALK/DRI VE APPROACH TO LIMITS SHOWN ON THE PLAN.
INSTALL RCMU FIBER OPTIC TRENCH, PER MODIFIED CITY STANDARD 145 ON SHEET 1.
11 ADJUST' 'ATER VALVE COVER TO GRADE.
ADJUST SEWER / STORM DRAIN MANHOLE RIM & COVER / CLEANOUT TO GRADE.
INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1,
FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL ON
SHEET 1.
0� `— FURNISH AND INSTALL Tx6RULL BOX BEH11410: CURB AT 10W MAX INTERVALS ALONG THE
F.O. CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE (1214 RADIUS
2)
CONDUIT SWEEPS INCLUDING PULL ROPES INTO! EACH PULL OX SHALL BE CONSTRUCTION
FIER THE DIRECTION OF THE ENGINEER.
NOTE: SEE RAMP DETAILS ON SHEET 4
S
K IENCHIMAR: # 10,039
A B STAMED
2" BRASS D18K M G014C. GUR
m
' No56657 11
Expt 06-30-18
DES
ic RIPTION df REViSt N
c ITY
of RAN�CHO uUCAM NGA
HAVEN AVENJE AND CHURCH STREET
TRACT
2W54
Now, 2017-00481
APPROV5D BY,
01 -FY ENGINEER
Hill!
DATE- Ypl
RGE. 6161.4
�D5SIJGN
RECOMM8NDED
RWMB
..... .....
SHEET
2 5
OF
V4.
CHECKED---- [Aq
ORAWING NO,
RAM
2467
qj
NOTE:
COUNTm SLOPES Or ADJOINING GUTTER$ AND ROAD SURFACES
IMMEDIATELY ADJACENT TO ANDVITHIliN Z4 INCHES OF THIF CURB
RAMP; SHALL NOT BE STEEPER THAN 1:20 (5%).
PROP. BACK
SIDEWALK
5%5'MIN: IMUM
LANDING
PROP. RWM'
EXIST. -
SIDEWALK
SEE RAMP T"
DETAIL BELOW
SEE RAMP
DETAILT
2%
AVVEV flfff-@too
x
9
WARNING
WE. REMOVE STREET METS IN
PARKWAY ASREQUIRED.
GUTTER
PWR M§o=lF%AWb,.- ilk' 111ARLILff S ffiffim-aff EBIAO%�'ll Bill
AMAIRK # 100"
M
ASS DISK IN CONC. CURB STAMPEO
OF RANCHO CUCAMONGA BM 10M
AT NORTHWEST GORNER OF
BOULEVARD ANDIHAVEN
UE, 1 FT. NORTH OF BEGINNING OF
RETURN AT
® END OF
H: IN.
ELEVATION: 12MI13ij
E. R/W
CONSTRUCTION NOTES
TD. PLAN' 120 WIT C2
EX'S"DEWALK CONSTRUCT TRENCH: REPAIRPER CITY S --H -PG-64-1 0 AC EXIST.
THICKNESS +1,, (701 MIN. FOR HAVEN, 6 -MIN. FOR CHURGH1, 5" MIN, FOR TERRA VISTA) OVER AB.
CONSTRUCT DRIVE APPROACH, TYPE C, PER CITY STD. PLAN NO, 101 (W=iPER PLAN).
AS MODIFIED HEREON.
Ek 3 CONSTRUCT F' CURB & GUTTER "A2-8" PER CITY STD1, NO. 104
� RB e --N
EX,2- GUTTER (4)- CONSTRUCT LIMITED ACCESS CURB PER CITY STD. PLAN NO. 1105-C.
5 GONSTR LICT W`PGG SIDEWALK PER CITY STD. PLAN NO.103, 31, "W"=4'.
(6 CONSTRUCT AGGESSRAMP PER DETAIL HEREON.
SAWCUTIREMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE TO L[ IT SHOWN ON
THE PLANT (SAY CUT ZPAST EDGE OF EXIST. GUTTER).
8� SAWCUT/REMOVE EXISTINl G CURB AND, GUTTER TO LIMIT & SHOWN ON THE PLAN.
9 SAWCUT/REMOVE EXISTING SIDEWALK/,DRIVE APPROACH TO LIMITS SHOWN'ON THE PLAN,
10 If RCMU FIBER OPTIC TRENCH PER MODIFIED CITY STANDARD 145 ON SHEET 1.
11 ADJUST WATER VALVE COVER TO GRADE,
ADJUST SEWER / STORM DRAIN MARHOLE RIM & COVER f CLEANOUT TO GRADE.
INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1.
FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL ON
SHEET 1.
FURNISH AND INSTALL Txg PULL BOX BEHINDCURB AT 1000' MAX INTERVALS ALONG THE
F.O. CONDUIT AND AT ALL TERMINUSPOINTS OF THE- F.O. CONDUIT. THREE (12 �j RADIUS
CONDUIT SWEEPS:INCLUDING PULL ROPES INTO: EACH PULLBOX SHALL BE CONSTRUCTION
PER THE DIRECTION OF THE ENGINEER.
* :* NOTE: SEE RAMP DETAILS ON SHEET 4
IG
RIPTION Of RE 18110N DATE
55.3' /'f \ 0 PROPOSEDr6.01 I
L1Q
5&75'1 C .
3 7 3 56.03 FS
5'X5' MINIMUM
LANDING
55.55 TC 1
EX. STREET ., -L� 55.93 FS 3
LIGHT {PI"P), 5.i
1 l
11 56.2 TC IVII�IIMI.11�132"fi5°F6`I
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2" BRASS DISK IN CO C. CURB STAMPED
"CITE OF RANCHO CUCAMONGA BM 10039
1937° AT NORTHWEST CORNER OF
FOOTHILL BOULEVARD AND HAVEN
AVENUE, 1 FT. NORTH OF BEGINNING OF
CURB RETURN AT SOUTHERLY END OF
CATCH BASIN.
ELEVATION: 120$.173
E. RfW
§X5.33
TRAFFIC SINAL PULL EII�� ° � 3 ' �"-
COUNTER SLOPES OF ADJOINING GUTTERSANL7 ROAD, SURFACES
ADJUST TO Fig:PRPl
II IViECIIATEL` ADJACENT TO AND WITHIN INCHES OF THE CURB cp
a - ' rr
RAMPRAMPSHALL 'I��iT 13.E STEEPER THAN 1-20 (51a). ' 56.32 . ---- 5 E
MINIMUM 82"X54"
E.X. lW
LANDING
01'6j. col( I 1 - Po ,' - .r' 0"OF
!c PROPOSED ICAC - FS s 0 55,33
s } 55.97' E; GC
II
OF SIDEWALK�r
55 t f r
56.69 I"5 ---CF
PROPOSED! FS 55.I�13
6.47
5'X5" MINIMUM �1g � � � � 3 /r � 55.79 Imo'
LANDING
56.52'
FS 56.31 I 56.25 56.26 T / �� ✓
I -
TRAF
/c
ICI4�IP
' / r
1.337' 4
,,.� ,� .,'may ` �,,.•- '
56.26 € 56.26
56.14 4 .
MINI MUM, 32"X54" FS I
LANDING
TRAFFIC SIGNAL 55r90Tt�
PULL BOX e
� 55.23
ADJUST TO FG 55:92
(PIP)FS t`' r
5 '' EX. 8,7_QI'
% I'i'H U[TT5A
E. R,'W5&68:
-�" 55.01 F E
55.53 TC /
(55. G
04 E
➢� r` LIP /� @
f F L1P'
% Cow
7 �-
(56.34) FS
r _
NOTE:
COUNTER SLOPES OF ADJOINING CUTTERS AND ROAD, SURFACES
IMMEDIATELY ADJACENT TO ANIS WITHIN 24 INCHES OF THE CURB
RAMP SHALL NOT BE STEEPER THAN 1:20 (5%).
m - rA r k ® r ,, n.,-, re &,:v
4
55.3' /'f \ 0 PROPOSEDr6.01 I
L1Q
5&75'1 C .
3 7 3 56.03 FS
5'X5' MINIMUM
LANDING
55.55 TC 1
EX. STREET ., -L� 55.93 FS 3
LIGHT {PI"P), 5.i
1 l
11 56.2 TC IVII�IIMI.11�132"fi5°F6`I
a
`55.75 FS �. LANDING
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CONSTRUCT 3'
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(57.53) F :,y 55.55 FL BCR56,
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5 x_.57:33: ' 5 T r ' r 'r V i
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'66 18 FL
f F
s
y �
6 ; CHMARK # 10039
2" BRASS DISK IN CO C. CURB STAMPED
"CITE OF RANCHO CUCAMONGA BM 10039
1937° AT NORTHWEST CORNER OF
FOOTHILL BOULEVARD AND HAVEN
AVENUE, 1 FT. NORTH OF BEGINNING OF
CURB RETURN AT SOUTHERLY END OF
CATCH BASIN.
ELEVATION: 120$.173
E. RfW
§X5.33
TRAFFIC SINAL PULL EII�� ° � 3 ' �"-
COUNTER SLOPES OF ADJOINING GUTTERSANL7 ROAD, SURFACES
ADJUST TO Fig:PRPl
II IViECIIATEL` ADJACENT TO AND WITHIN INCHES OF THE CURB cp
a - ' rr
RAMPRAMPSHALL 'I��iT 13.E STEEPER THAN 1-20 (51a). ' 56.32 . ---- 5 E
MINIMUM 82"X54"
E.X. lW
LANDING
01'6j. col( I 1 - Po ,' - .r' 0"OF
!c PROPOSED ICAC - FS s 0 55,33
s } 55.97' E; GC
II
OF SIDEWALK�r
55 t f r
56.69 I"5 ---CF
PROPOSED! FS 55.I�13
6.47
5'X5" MINIMUM �1g � � � � 3 /r � 55.79 Imo'
LANDING
56.52'
FS 56.31 I 56.25 56.26 T / �� ✓
I -
TRAF
/c
ICI4�IP
' / r
1.337' 4
,,.� ,� .,'may ` �,,.•- '
56.26 € 56.26
56.14 4 .
MINI MUM, 32"X54" FS I
LANDING
TRAFFIC SIGNAL 55r90Tt�
PULL BOX e
� 55.23
ADJUST TO FG 55:92
(PIP)FS t`' r
5 '' EX. 8,7_QI'
% I'i'H U[TT5A
E. R,'W5&68:
-�" 55.01 F E
55.53 TC /
(55. G
04 E
➢� r` LIP /� @
f F L1P'
% Cow
7 �-
(56.34) FS
r _
NOTE:
COUNTER SLOPES OF ADJOINING CUTTERS AND ROAD, SURFACES
IMMEDIATELY ADJACENT TO ANIS WITHIN 24 INCHES OF THE CURB
RAMP SHALL NOT BE STEEPER THAN 1:20 (5%).
m - rA r k ® r ,, n.,-, re &,:v
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P R26(S)(CA)
P R2'6(S)(CA)
7
8 P R26,(S)(CA)
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26(S)(CA)
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F' R26(S)(CA) 0�
9
R R26(S)(CA) R P R26(S
IIIST CIRI I IIIIR-,*,,\\ R
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SCALE 1//= 40'
0 40' 80/ 120,
BENCHMARK # 100319
2" 1 RASS DISK IN CONC. CURB STAMPED
"CITY OF RANCHO CUCAMONGA BM 10039
1987" AT NORTHWEST CORNER OF
FOOTHILL BOULEVARD AND HAVEN
AVENUE, 1 FT. NORTH OF BEGINNING OF
GURB RETURN AT SOUTHERLY END OF
CATGH BASIN.
ELEVATION: 1208.173
0
_j GENERAL NOTES
m
uj 1 ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL
CONFORM TO THE CALTRANS SIGN SPECIFICATION, M:UTCD, MAINTENANCE MANUAL
AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED
OR DIRECTED BY THE CITY ENGINEER,
2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF
< PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
P CONSTRUCTION AND THE FOLLOWING PROVISIONS.
A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.)
UNLESS OTHERWISE NOTED.
F P
,B. ALL CONFLICTING G STRI: ING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET
SANDBLASTING.
C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE
INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING SANDBLASTING SHALL BE REPLACED
PRIOR TO INSTALLATION OF STRIPING AND MARKINGS,
E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY
TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS,
F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL
BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO
COATS WITH TH'E SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE
NOTED.
: L
G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE
COAT AND ' BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED.
N1
K UNDER NO CONDITIONS SHALL ALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS NOR HOLIDAYS
WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER.
1, ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS
AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS.
J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY
AND STARE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER.
3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN No. 401-B.
8 W74(CA)
9 670' 10 0 W73A(CA)
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R26(S)(CA) 4
BASE LINE ROAD
TERRA VI:STA PARKWAY
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R26(S)(CA)
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(I)—INSTALL R26(S)(CA) WITH "BEG -IN" PLAQ: E AND POST PER CITY STD. 401 -B
t ;t2 PAINT TWO-WAY LEFT TURN LANE WITH TYPE D MARKERS PER CITY OF R.C. DWG. 133
S (t�F SF
3 PAINT DOUBLE YELLOW LINE WITH IYPE D MARKERS PER CITY OF R.0 TD. 133. CALTRANS DETAIL 22
4 PAINT 4" SKIP WHITE LINE PER CITY OF R.C. STD. DWG. 133
W
P
C -1 -*z
plk ( _PAINT 4" RIGHT EDGE LINE PER CALTRA:NS DETAIL 278 MES J. ANDERSON
STE 6 INSTALL R26 (S)(CA) SIGN WITH -END" PLAQUE AND POST PER CITY STD. 401-13. 120
22863
Na.
(Z) --REMOVE EXISTING LEGENDS BY WET SANDBLASTING IN A RECIANGULAR
E M
PATTERN, INSTALL NEW "SIGNAL AHEAD", "STOP AH: AD" "STOP" THERI OPLASTIC -'c Exp.
FOOTHEL LEGENDS OVER RECTANGULAR AREA. CENTER NEW MARKINGS IN STRIPING LANES. CIVI L
D FOOTHI BOULEVARD
BO
____7
INSTALL SIGN AND POST (IF NECESSARY), AS DESIGNATED PER CITY STD 401-B. OF CAI -
VICINITY MAP
(�>_PAINT 8" SOLID WHITE LINE WITH TYPE G MARKERS PER CALTRANS DETAIL 38.
10 PAINT 8" SKIP WHITE 'LINE WITH TYPE G MARKERS PER CALTRANIS DETAIL 378
(13_APPLY OR REAPPLY THERMOPLASTIC RIGHT, THRU OR LEFT TURN ARROW PER CITY OF R.C. STD 133. (CALTRANS TYPE IV ARROW)
12 ---APPLY ---APPLY THER'MOPLASTIC 12" SOLID WHITE LIMIT LINE.
13 PAINT 50' OF 4" SOLID WHITE STRIPE.
IN PLACE LAlZ:,]]NL,, PAVEUNI I ANKINL,B ANIJ AND
ANY LOOP OR LOOP LEAD IN THAT IS DAMMIAGED SHALL BE REPLACED.
(")_REMOVE INDICATED SIGNS AND REMOVE CONFLICTING STRIPING BY WET. SANDBLASTING,
r -N
�.ITY of RANCK: CUCAM&NuA
APPROVED BY:
DATE;
CITY ENGINE E
RC E: 44�� tOl
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CHtCKED
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