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INSTALL TRAFFIC
STRIPELT
STANDARDPLAN NOZl
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NUMBER I INDICATES TAIL NO
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Mr WIDTH SHALL E 11 FT° T F
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INSTALLLKS ALIS
STRIPES. ...,_
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d arWIDE ITE LIMIT LINE AS. SHOWN.
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PAINT I TI PA E T ISI m
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PAINT LL F INO REAL WITH TWO COATSF REDPAINT.
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INSTALL T III(R) WHITE ARROW CENTEREDLANE AS SHOWN. R61-7.1
INSTALL T III(L) ITE ARROW CENTERED IN LEFT TURN LANE AS SHOWN.
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1
INSTALL T IIL
WHITE
CENTERED IN LANE AS SHOWN.
SIGN LEGEND
INSTALL T ".....E ill WHITE
E ITII TAPE �/ A FSC
EXISTING I TREMAIN
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EXISTING I TRELOCATEDa
v
REMOVE ITI T LEGE
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EXISTING SIC I TO BE REMOVED
INSTALL " I IAL" LEGEND .
NEW SIGN TO BEI TLLD
INSTALL " T LEGEND'AS SHOWN.
A
NEW F
IT 7 " L T I LANES
I T E IT LLD T P -- - .
T {ffi{�,u
SADDLEAND BRACKET METHOD
77
"AHEAD"
,10 ,,. WHITE
E AS S
SIGN L.O ATi NROADSIDERE
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REMOVE
V / Te "NO
RIGHT TURN" A REINSTALL RIGHT T i
, SIGN A TI !EWw " SHEET Fa
-77777`-_
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-
LEGEND . /wl7
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APPROM 8 Y.- 0
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THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING ONLYM q ''of,
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D*EPARTMENT
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V. DESCRIP11ON
92025,
.. .�(� yyl{pPROJECT NO.
ASSOC,IATED .� PAVEMENT DEUNE
TATION ENGINEERS
TRANSPOR
SCALE : THE CONTRACTOR S77�
HALL NOTIFY
,..,
: ,
4 41r
100 N.Hope Avenue, NO. UNDERGROUND SERVICE Al.F (USA)
a 4
C 15487
,
Sg r R
'
BEET �E SHEETS 1 800-422-4133
ti
— � 1
d OUTE
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1
R# T E THAN 2 WORKING DAYS
�
� �. NOT LESS ,
T OF CONSTRUCTION
3/31/97
/ �' {/q
c
PRIOR TO STAB Gq
' � ,. .. .....- • - � DATE
DEL ,a.
ATE _ ., _ „,. ,..:.„.,, 1,.,
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MATCH
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T. STRIPINGw
STATION 29 + 00
S11111GN LE"L'SE"Num"'
0
El EXISTING SI TO E I
EXISTING SIGN TO BE RELOCATED
EXISTING .SIGN TO BE REMOVED
SIGN TO BE INSTALLED
NEW SIGN TO BE INSTALLED BY S
AND SADDLE ET METHOD
SIGN, LOCATION U
SIGN QUANTITIES - SHEET 4
Var.
0 }
25 + 24.22 ®EL RIC) RD. 2 -
}
10 + 00.00 EL CA I ® REAL Rl R18-2
EXIST, Q2) 2MOMATCH
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31
STATION 5 00 R2(45)
P8 REAL
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27B �CAMINO 235'
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IN
APPROVM BY:
SCAD :'ERO
F �AT A
SMYOF PU Ks
..
THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING ONLY
STEVEN I{ C T p}yq CITY E 29743
rpt 3 DEPA'RTMEN' Bt 1C WOR
9M25 ��a� Sl��gl
REV. DESCR PMON
PAVEMENT DELINEATION
a
ENGINEERS
ASSOCIATED TRANSPORTATIOTU ' vSCALEPROJECT NOTICE!
MAW
e�v�t'9�E: Suite 4,Santa Barbara.CA 931 19 =.(805) 87-441 8 w `� N0. `= n VERT.
THE CONTRACTOR SHALL NOTIFY JEF
ROADSIDE SIGN PLAN,
1 N.Hope e� � �
� UNDERGROUND SERVICE ALERT USA
C 15487 �• T F 1-800-422-4133
rc
EXP® 3--31-97 HORIZ_
NOT LESS THAN 2 WORKING DAYS DEL RIO ROAD',AND ,
PRIOR TO START OF CONSTRUCTION
DATE 7/8/92 DRAWNG NO. EL CAMINO REAL ,
Cly C1�4 T
__._.,_......_ . -. . ....._.. ...... , - -.-.. - ._...�..__.....,..-.-.-;...y..„Rw;n-.+#wvsrarc,w-.w....�.�...._.�.,... n cr,m. .�_ ...n-.d„ _..- -. ..:.:........ ........ ... .._...- -. ca., -n.T.. n. --.-.F w.v.. v ......___.`_ . •-___ >..r... ... --------------. ,..Tn.,..n� na.rvr.,...M- .m ..... -__.......___,__. T ...,,.- .....-, _,... ...- ....__..�. a.a„ ..,,. ...,... ,. ,x, v. .. __, ..... .. .,.-....rte......-..... .._...__� aha. ....�...
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O CLASS 1 (FLEXIBLE) TYPE F
R1 (R
R10(R)
20' 502' 12.E
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GENERAL NOTES SIGN LEGEND
1 . ALL STRIPING, PAVEMENT MARKINGS ANIS TRAFFIC SIGNING WORK SHALL BE DONE IN ACCORDANCE
WITH THE REQUIREMENTS OF THE CALT ANS STANDARD SPECIFICATIONS AND STANDARD PLANS EXISTING SIGNTO REMAIN
DATED JULY 1992, THE CONTRACT SPECIAL PROVISIONS AND CALTRANS SIGN SPECIFICATIONS.
EXISTING SIGN TO BE RELOCATED
2. THE CONTRACTOR SHALL REMOVE BY SANDBLASTING ALL EXISTING STRIPIN PAVEMENT
EXISTING
GN TOsBE -RE VE
MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE °
SIGNING, STRIPING A PAVEMENT MARKINGS SHALL E FURNISHED
NEW SIGN T BE INSTALLED
AND
3. ALL CONSTRUCTIONMATERIALS,
INSTALLED BY THE CONTRACTOR. ,, Q LEVY SIGN TO ,BE INSTALLED BY STRAP
4. THE EXACT LOCATION OF ALL NEW IS, STRIPING AND PAVEMENT MARKINGS SHALL BE MARKED IN AND SADDLE BRACKEN' METHOD
,THE FIELD BY THE CONTRACTOR AND SHALL BE APPROVEDY THE. ENGINEER PRIOR TO INSTALLATION.
THE SIGN LOCATION NUMBER CONTRACTOR SHALL LOCATE CAT-TRACK ALL LI • PROJECT ENGINEER SHALL S� ROA"01�
NOTIFIED IN ADVANCECITY TTI DIVISION I L OF ALL SIGN TA ITIES SKEET
F 5.,
CAT—TRACKED LINES. .
. ALL PAVEMENT MARKINGS AND TRAFFIC STRIPING SHALL BE THERMOPLASTIC, UNLESS NOTED. EXCEPT
WHERE NOTED OTHERWIISE ON THE PLANS, ALL MATERIALS REQUIRED FOR THE PAVEMENT
DELINEATION AND SIGNING { SHALL BE FURNISHED Y THE CONTRACTOR.
. LANE WIDTHS SHOWN ON THE PLANS ARE DIMENSIONEDFROM FACE OF CURB TO CENTER OF STRIPE,
BETWEENOR T S OF STRIPES.
`. ALL NEW SIGNS SHALL CONFORM TO CALIFORNT.
F TRANS. T
. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CALTRANS STENCILS SHOWN ON
STANDARD PLANS NO. A
. a
R- D RA
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APPRt3 BY.
S-1 'D E' R 0
C',IT Y 0F
THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING ONLY , 7
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------ IRK
DEPARTMENY, OF,•PU
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92025
tP
+ �7 SCALE : PROJECT u ,
ASSOCIATED TRANSPORTATION ENGINEERS *.
NOTICE. PAYE E INE
MIENT,THE CONTRACTOR SHALL NOTIFY
100 N.H Avenue.suite 4°Santa Bar3ara,GA 931 1J C�®a��� �.�4 & � VERT. r "
hg UNDERGROUND SERVICE ALERT (USA, PL
•� o OF SHE .1-800-4Z2-4133JOB
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ROAPME
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-
3-3V-97
� NOT LESS THAN 2 WORKING DAYS0K EL ,, 'CA
w m
A 15"7 I Ali
�REAAXP. ' „ PRIOR TO START OF CONSTRUCTION
�
} _� 7/8/92 DRAWING NO.
., .
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k
7<;
a-„
_, �P ----------
------------------- -------
i
am
ROADSIDE SI ur"N QUAN541"ITIES ------
41
PANEL POST DATAINSTALL ROADSIDEOWE EXISTINGSIDE SIGN REMO"
RE-MOVE PAVEMENT MARKINGS
LOC. CODE STATIONLIFIE ------ ROADSIDE SIGN REMARKS
LIMIT LIFT 4 1 T L 1 T STRAP L
TYPE T LET
TURN TYPEBRACKET METHOD BRACKET • �mP A"
P
LOCATION11 Woo
It t 01 9 to It
S.F. .0 a S.F. .i a
S.F.
41 RT. 11+00. DEL RICA FEBT 36 x 14 . 4: x 1
5.
U__
17 LT. 16+00 S.B. RAMP 1
T E 101 44 '�' e r 1MOUNT
I1 tt It F B 1 +.� it jJ6it N EXIST. EL_E T LIER �
N.B. FF P 1 �k
R1 LT. 10+00 S.B. RAMP
ROUT 1 44 1 RELOCATE TCS FST'. 16 + 0 E�
R17 RT. 17+75 DEL RICA FEBT 30 x 36 12 x 4QN NEW POST.
It tt 1 It 41 �
S.B. OFF RAMP
t: RTP 17+85 SEL RICA F BT 23" x 24" 14' 41r x 611 1MOUNT � � PST
SEL R 99WEST 4
F TE 101 92 11 tl Ir /1 x 30'1
1 48
_ 44 el " tl it 21" x ti
. 40
DEL RIO RD.
44
EAST
F ROUTE G48 11 it ti 11 1 Ir X 9
I1 tl 161 611 x II 1 MOUNT Q NEW POST � .
CAMINO L � C�77-6.1 RT. 13+ 5 SEL RIC FEBT 34 x 34 _,� �..�
NORTHF L RI 26- RT. 18+55 DEL RICA i1 23" x 241' 14' 411 x 611CAM1 T ISE POST
I L 20 Cat if it to 341 x 30°I
F L I 1
It x �tr
SOUTH 2 i
11 pyo�tt x �tp
DRIVEWAYS — `"! A ti it it
17 RT. 12+ .B. RAMP
,q
TOTALS 165 132 ,0
4 40 41 t1 it it F B ! 30" x Lett 1 U ON IST. ELECTI IER
66— /7 1 F A 24'1 x V" 1 21 41' ✓0 4'1
T 1 +50 .B. R -------
ti I1 11
12
NO
11 RT. 13+70 N.B. RAMP F BT 3611 x �611 121 411 x 611 1 -,----MOUNT ON NEW POST
13
ei II It to 36ft x 1 rl
t
._. .. R11�
R10(L) RT. 22+30 L RIO 43°I x 10111 r 41t 4if �
Q4) F BT
R7/ RT. +90 DEL RIO t1 2411 x 3011 51 21, G.
1
TYPE LT. 22+10 DEL RICA F BT 13" x 13'1 12' 4°' x4 1 MOULT ISI NEW P 8T
a
26- I F BT 2 " x 24" 14' 4'$x 611 1 MOUNT NEW POST
LT.22�-49 SEL R
\.rFr li IV of 11 ,P�
U7
X44 r1 it II t1 21" x 1 5PAVEMENT MARKER OUANTITIES ti
. li It tl Ir 11 I1 .
G47 21 9
REFLECTIVE MARKERS
41 I1 1 Ir fl
77-4.1 LT. 22+70 DEL RIO F BT 43 x 4 14 4 x 1
LOCATION DETAiL DETAIL DETAIL DETAIL R17B LT. 23+10 CEL RIO F BT 30rt x 3011 1 1 411 x 41f 9 22 32 381
11 i, 1 fi
R13-2 RT. 24+05 DEL RIO FEBT 36 x 36 12 2 1
R10(R) FST. 4+45 DEL FSI F T " x 1011 211 G.
1 �_
N.B.-OFF
R7/K T. 24+65 DEL RIO F BT 24'1 x 30 i 211 1
+CUT 101
R1 RT. 4+75 DEL RICO 1
S.B. FF P
(U4 W41 RT. 1 +00 A INO REALF T. 011 x 36" 141 211 G. 1
L I . �- 4
WEST F UT 101 41 RT. 32+00 DEL RIO F BT 36" x 36" 14' 2°' G. 1
R1 LT. 25+30 SEL RIS 1
DEL I a _ 30 _ --�
T F T 101 R7/K RT. 10+55 CAM . REAL FBBT °' x 0" 6' 211 P 1
A I L - R10(R) RT. 10+90 li fl F BT 4811 x 1611 '
21' 1 I" �I�IT2 BICaI� � �ACvE PIPE
TR F EL I 40
.- It t1 it 11 t 11
a R19(R IST. 11 +55 FEBT x 16 6 2
G. 1
I L �` 22 36 R1 SRT. 12+30 t1 it it 01' x 30" 14' ` 1f G. 1
T'FI F DEL I300
TOTALS 32 170 22 60 R10(R) RT. 1 +20 It If It 311 x 161
1 0' 211 G. 1 MOULT IIS, N BRINE PIPE Q9
(�2) R1 -2 LT. 12+40 I1 li F BT 36" x 36#1 .12t 211 P 1
R43 T. 12+50 " " F BT 42" x 42" 12' 211 . 1
R2(45R2(45)
~�}�° ~7 11 3 °' x 45it 12' 2t1 1
) R 1 . +! I1 li _ ----.-
K LT. 15+35 G.
I1 li FI BT; OTE 1 .
R 1 ! 3T. 15+75 it 1, FEBT
3011 x 30" 121 211 G.
.U36 YY I
w
R 1 RT. 16+15 tr €1 30" x 3011 12' 211 P 1
'PE LT. 16+00 r1 it If 13" X18 12' 211 G. 1
RT. 16+25 P1 I1 FB T OTE 1
R10{R 'RT. 16+55 li tr F BT 43'1 x 1 6t1 6' 2" G. 1
11 IST. 13+30 t, I1 F T 3611 x 36° 16' 2" G. 1
�q 11 tt 11 1=
R63 4" x 3011
gg ,
1 R) L.T. 19+10 /i r1 F ; 311 x 16
11 6' r�It
10 LT. 9+75 t1 It II 4311 x1611
t 1 6) 211 G.
..
R7/K RT. 20+10 /, It FIS T ' 4" x 30"1 6f 211 G 1
T LT T L 73A
APPftOYM BY: {L/�p���
SUMMARY OF QUANTITIES 0 . 1 CITY F A.Yik �� �M✓
ADERO
illillill. mill111111111111 11 allSTEVEN
TES Y ♦ �r T R CITY
!� RCE
/� �{3 DEPARTMENT OF PUBLIC WORKS
'�J#i.r i tP ®�N ■ 7 R V'�RVlf la R\F� f. �^'7"4/ 1
DESCN h)
�I
MGNEQkW
Q �V Slp REV. DESCRIP`T1ON
QUANTITIES
rx
ASSOCIATED TRANSPORTATION ENGINEERS C,l l-1,
JEF
A` RD C7
Santa Barbara.CA S3110 � (805)68i'-��1 8 � � NO. � � VERT. DEL
RIO RDN
RECO.�.,O, D RA WIN " ROUTE 101 RAMPS +t4a
100 N.Hope Avenue.Suite 4.
C 15487 NONE
HORIZ. SHUT
F_X P. 3-3.1 07 AND EL CAMINO REAL
t .n
e'
4
a 3
REMuvE X TI TR%AFFIC STRIPING
DETAIL DETAIL DETAIL ROADSIDE SIGN QUANTITIES CONT. `
LOCATION 15 21 27B
L.F. L.F. L.F. PANEL POST DATA
INSTALL. ROADSIDE
ALIDE SIGN RELOCATE
ELO ✓®TE R®AD SIDE SIGN
REMOVE EXISTING
LOC. CODE STATION & LINE. DIR. SIZEROADSIDE SIGN REMARKS LOC. ,
ROUTE 101
300 LENGTH� SIZE 1-POST 2—POST" S P �. SADDL.E 1—POST 2—POST STRAP & SAC�C7LE
N.B. OFF RAMP BRACKET ME-rHOD
TYPE BRACKET METHOD ,
ROUTE101 — ...
r
R2(45)
LT. 20+10 CAMINC� REAL FNBT 36rt x45rr 1 _ 2it
S.B. OFF RAMPR1 R . 20+60 CA IO REAL FEBT 30"x30" 124 21' C 1
L RIO RD. h
25 30
WEST OF ROUTE101DEL E
RIO RD. —
.265 W41 LT. 22+50 CAMINO REAL 36"X3 14' tr _.
T F T 101 FNBT 6 1
R7/K 1 T. 15+75 " ® REAL F BT " x 30" 61 2,, q 1 MOUNT SA P — SIGN
CAMINO REAL .. a^ .
TNORH OF DEL I 61-7.1 LT. 17+25 N.B. RA P FNBT 54"x45" 12� ' " x 6 U50 -"
x
R61-7.1 .., T. 17+25 N.B. P FNBT 54°'x4511 12' 4" x 611
CAMINO 1 5
SOUTHF DEL RIO 1 ,520 R10{R}52 LTq 23+80 DEL RIO RD. FSBT 4.8°'X18" 6$ 411X4" 1 5
DRIVEWAYS
TOTALS i485 1 ,815 300 �
r TOTALS 31 2 12 1 6
SIGN SCHEDULE NOTES*
1 . DIMENSIONED POSTS ARE WOOD.
2. 2" C. DENOTES 2 INCH GALVANIZED STEEL PIPE POSTS.
TRAFFICENT MARKING QUANTITIES
DETAIL DETAIL I IL PAINT NEW ARROWS CROSS LIMIT NO NO STOP SIGNAL 4
LOCATIONWALK LINE LEFT RIGHT AHEAD
L.F. L.F. . L.F. L.F. L.F. L.F.
LOCATION I I' I II TURN TURN
R tJT 101 — 30 150 S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F.
� S.Fe S.F. o o S.F. o
FF P A
UTE 101 —
ROUTE 101 — 3 54 11 Q 63
[per'/j1
S.B. F RAMP •VR♦ F .rw
EL RIO RD. — OUTE 101 — 55 63 k
7.
WEST F UTE 101 180 S.B. OFF P 6
L RIO RD. — ��
555 320 200 DEL /(��'�jj• V5 65 48 55 63
EAST OF ROUTE 101 WEST OF ROUTE 101
CAMINO REAL - 460460 1 0
NORTHF EL I E L 30 132 54 230 35 48 55 44 63
ST OF ROUTE 101
CAMINO REAL — 1 510 77 420 35 1 685
SOUTHF DEL RIO I L y 30 125 63 20
NORTHF DEL RIO
DRIVEWAYS
..q
TOTALS
19510 1,965 1 ,500' 350 17310 685 CAMINO REAL _ 170 63 60
SOUTH F DELRIO120 3 126
DRIVEWAYS
ALL STRIPI C T OPLASTIC, EXCEPT THE EST UR •
15 15 195 88
^
TOTALS 165 105 198 126 108 925 155 96 110 132 3718 80
ALL PAVEMENT MARKINGS ARE THERMOPLASTIC, EXCEPT MARKINGS AT DRIVEWAYS.
RD DRA WING
SUMMARY OF QUANTITIES 0 - 2
APPROM BY.-
ATASCADERO
DEPARTMENT OF
.m
STEVEN J. SYLVETIER CITY ENR. RCE 29743 PUBLIC WORKS
pt� �
SCALE : REY, dESC �PT��►N
WF
ASSOCIATED TRANSPORTATION ENGINEERS
SUMMARY OF QUANTITIES ON
a-- CA c3�1 1 O � t�®51687-�4`t 8 � ms
� �� �
1 BO N.Hope Avenue.Suite 4q Santa Barbara, � � �^, VERT. JEF
C 5487 NONE ROUTE 101 RAMPS DEL RIO RDN NO.
EXP. 3-31- 7' iq
F CALli DATE