Attachment 3 - Project location map.pdf — Richmond City Council, September 23, 2025

WB ENTRANCE RAMP

EB EXIT RAMP
C
E
N
T
R
A
L

A
V
E
N
U
E

EB ENTRANCE RAMP

WB EXIT RAMP

JACUZZI STREET

PIERCE STREET SAN LUIS STREET

NO SCALE

INDEX OF PLANS
SHEET No. DESCRIPTION

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR CONSTRUCTION ON
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2024

STATE HIGHWAY AND CITY STREET
AT CENTRAL AVENUE ROUTE 80 UNDERCROSSING

IN RICHMOND

IN CONTRA COSTA COUNTY

SAN JOAQUIN STREET
TO Sacramento
TO San Francisco
BEGIN CONSTRUCTION (ROUTE 80)
Sta "CEN1" 17+12 PM 0.23
Sta "CEN1" 21+58 PM 0.23
END CONSTRUCTION (ROUTE 80)
INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK.

THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS

PLANS APPROVAL DATE
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
No.

Exp.

CIVIL
x
x
x
x
x

LAST REVISION

PROJECT ENGINEER

REGISTERED CIVIL ENGINEER
DATE
SHEET

DEL NORTE SISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN
TEHAMA

MENDOCINO

GLENN BUTTE
PLUMAS
SIERRA
NEVADA

PLACERYUBA
COLUSA
LAKE
YOLO

NAPASONOMA

EL DORADO
MARIN

AMADOR ALPINE

CALAVERAS
CONTRA
COSTA

TUOLUMNE
MONO
SANTA
CLARA

SANTA CRUZ

STANISLAUS

MARIPOSA
MERCED
MADERA
FRESNO

MONTEREY
INYO
TULARE
KINGS

OBISPO KERN
SANTA

BARBARA

VENTURA

LOS ANGELES

SAN BERNARDINO

RIVERSIDE

IMPERIALSAN DIEGO
ORANGE
SOLANO

ALAMEDA
M
E
N
T
O
S
A
C
R
A
-

JOAQUINSAN
SAN
BENITO
SAN
LUIS
S
U
T
T
E
R

SAN FRANCISCO

SAN MATEO
Dist COUNTY ROUTE TOTAL

SHEETSTOTAL PROJECT

LOCATION MAP

POST MILES
No.

OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
DATE PLOTTED =>
19:32
09-JAN-2025
TIME PLOTTED =>
R
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

RESPONSIBLE FOR THE ACCURACY OR

OFFICERS OR AGENTS SHALL NOT BE

THE STATE OF CALIFORNIA OR ITS
R

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
CONTRACT No.

PROJECT ID
PROJECT NUMBER & PHASEUNIT0421000249ab001.dgn
p009620DUSERNAME =>
DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES
0 2 31
CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/BORDER LAST REVISED 8/1/2016 80CC04 0.23
01-08-25
04-2W6604
0421000249
0421000024910000

PROJECT MANAGERDESIGN MANAGER

RICHMOND
Begin Work
Sta "CE4" 01+00
End Work
Sta "CE2" 04+40

VENDOR DRAWINGS

REVISED STANDARD PLANS

ELECTRICAL SYSTEMS PLAN, DETAILS AND QUANTITIES

PLANTING LEGEND, PLAN, AND QUANTITIES

IRRIGATION PLAN AND QUANTITIES

IRRIGATION REMOVAL PLAN

IRRIGATION SPRINKLER SCHEDULE

LANDSCAPE LAYOUT PLAN, DETAILS AND QUANTITIES

SUMMARY OF QUANTITIES

PAVEMENT DELINEATION AND SIGN PLAN, DETAILS AND QUANTITIES

STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN, AND QUANTITIES

MOTORIST INFORMATION PLAN

CONSTRUCTION AREA SIGNS

DRAINAGE PLAN, PROFILES, DETAILS AND QUANTITIES

CONSTRUCTION DETAILS
LAYOUT

KEY MAP AND LINE INDEX

TYPICAL CROSS SECTIONS

TITLE SHEET AND LOCATION MAP
ROUTE 80
EB
WB
ROUTE 806
1 6
2 0
2 3
1 1
4 4 6
24 2 4
"CEN1" LINE
BENT 3 BENT 2

1.5% Max 1.5% Max
14'-10" Vert Clr 14'-10" Vert Clr
EB
Abut 1Abut 4
BB
(CL-I) & SIDEWALK
2-WAY BIKE LANE
Var

5.2'
0' TO
Var

BLANKET
ROCK
Var 7' 12' 11' 12' 11' 12' 16'
Var
Var
Var Var
COLUMN
BRIDGE
Exist
(Type 50D)
Conc BARRIER
Exist

BLANKET
ROCK
& SIDEWALK

LANE (CL-I)
1-WAY BIKE
2 1
2 2
COLUMN
BRIDGE
Exist
(Type 50D)

BARRIER
Conc
Exist

BLANKET
ROCK

BRIDGE DECK
Exist

REMOVED)
(TO BE
FENCE
Exist

REMOVED)
(TO BE
FENCE
Exist
Var
7' TO 8.6'

8.6'
0' TO
2 7' TO 14'
OG

SEE LANDSCAPE PLANS

SEE LANDSCAPE PLANS
Var
DECK
BRIDGE
Exist 40.8' TO 45.7'

ROCK MULCH

BLANKET
ROCK
Var

ROCK MULCH
37' TO 38.8'
(PICKET)
FENCE
METAL

SECURITY
(PICKET)
FENCE
METAL

SECURITY

0.5'0.5'
PLANS

SEE LANDSCAPE
(TYPE A1-6)
CURB
CURB (TYPE A1-6)

SEE LANDSCAPE PLANS
(TYPE A1-6)
CURB
CURB (TYPE A1-6)

94.8' TO 96.5'
BKSW

94.7' TO 95.3'
BKSW

4.5' 1.5'4.5'1.5'
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
10:10
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ca001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
OG
"CEN1" LINE
1 2 22
1 2

RETAINING CURB
C&G (TYPE A2-6)

RETAINING CURBRETAINING CURB

1.5% MaxMax

1.5%

BLANKET
ROCK
FL

SIDEWALK

10.2'

9.9' TO 31.4' TO 34.8'
(CL-I) & SIDEWALK
2-WAY BIKE LANE

BLANKET
ROCK
CONFORM TO Exist

SEE LANDSCAPE PLANS
CONFORM TO Exist

SEE LANDSCAPE PLANS
4' VarVar2'5' Var 16' 4'

33.2' TO 53.3'
Var
FL
0' TO 19.3'

S/CBKSW
CONFORM TO Exist
EP
Exist)
(MATCH

EMBANKMENT
X-1

TYPICAL CROSS SECTIONS

NO SCALE
TYPICAL PAVEMENT STRUCTURE SECTIONSNOTES: LEGEND:
#
# SECTION NUMBER

PROPOSED PAVEMENT STRUCTURE
1 2

SECTION NUMBER
Exist PAVEMENT STRUCTURE
(X.X) Exist ROADWAY CROSS SLOPE 0.25' CLASS 2 AB

0.33' MINOR CONCRETE

0.50' CLASS 2 AB

1.00' HMA (TYPE A)
1 FOR RETAINING CURBS.

PLACE 6" CLASS 2 AB UNDER ALL CONCRETE CURBS, EXCEPT 3.

ON AS-BUILT PLANS. ACTUAL MAY VARY.

Exist PAVEMENT STRUCTURE SECTIONS SHOWN ARE BASED 2.

STANDARD SPECIFICATIONS.

SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE
DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL 1.
"CEN1" 18+80.05 TO "CEN1" 21+05.95

0.83' IMPORTED SUBBASE MATERIAL

0.67' UNTREATED BASE

0.25' TYPE "A" PLANT-MIXED SURFACING
Exist
2 CENTRAL AVENUE
"CEN1" 17+94.82 TO "CEN1" 18+80.05

0.5' IMPORTED SUBBASE MATERIAL

0.25' Conc
Exist
ABBREVIATIONS:

CURB AND GUTTERC&G

BACK OF SIDEWALKBKSW
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
19:38
09-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249da001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
1 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
SCALE: 1" = 50'
K-1
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
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E
E
T
S
A
N

L
U
IS

S
T
R
E
E
TS
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

20 SCALE
50 SCALE
20 SCALE

KEY MAP AND LINE INDEX
R
A
M
P
E
B

E
N
T
R
A
N
C
E

E-7
E-4
C-2
E-2
SC-2
SC-1
PD-1
D-1
L-2
L-1
E-5
E-3
C-1
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:35
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ea001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
11 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
LAYOUT
SCALE: 1" = 50'
L-1
R/W
CURVE DATANOTES:

W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
T
1 2
3 R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
"CEN1" 19+44.83 EC
"CEN1" 17+88.08 BC
"I80" 4+74.57 EC
"I80" 2+37.45 BC
S
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

"CE2" 3+44.26 EC "CE2" 2+00 BC
1 3
7 .4
5 '
"CEN1" 18+80.06 POC =
"CE2" 4+00 POT
"CE3" 4+41.72 POT
"CEN1" 18+86.15 POC =
"CEN1" 19+96.01 POT
"I80" 3+99.87 POC = "CE1" 4+00 POT
"CEN1" 20+74.24 POT =
"CE4 4+10.90 POT
"CEN1" 21+05.95 POT =
#
(SEE TYPICAL CROSS SECTIONS)

PAVEMENT STRUCTURE SECTION
LEGEND:
1 1
2 2
1 1
1 1

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

38.21' Lt "CEN1" 16+97.91

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

69.09' Lt "CEN1" 17+36.43

CURB AND GUTTERC&G
ABBREVIATION:

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

41.10' Rt "CEN1" 17+08.38

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

79.25' Rt "CEN1" 17+63.29

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

64.34' Lt "CEN1" 17+98.22

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

49.41' Lt "CEN1" 18+38.38

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

46.33' Rt "CEN1" 21+46.52

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

30.15' Rt "CEN1" 21+59.77
Beg C&G (TYPE A2-6)

70.20' Rt "CEN1" 18+02.17
END C&G (TYPE A2-6)

53.26' Rt "CEN1" 18+06.97
END C&G (TYPE A2-6)

26.83' Lt "CE3" 3+95.95
Beg C&G (TYPE A2-6)

25.82' Lt "CE3" 3+78.88
200'

R
A
M
P
E
B

E
N
T
R
A
N
C
E
END C&G (TYPE A2-6)

0.05' Lt "CE1" 4+49.28
Beg C&G (TYPE A2-6)

6.67' Lt "CE1" 4+35.15
Beg C&G (TYPE A2-6)

15.94' Lt "CE4" 3+60.61
END C&G (TYPE A2-6)

19.09' Lt "CE4" 3+78.65
R
A
M
P
W
B

E
X
IT

Beg C&G (TYPE A2-6)

3.83' Lt "CE2" 3+49.47
END C&G (TYPE A2-6)

12.45' Lt "CE2" 3+65.33
Beg C&G (TYPE A2-6)

6.67' Rt "CE3" 3+77.25
END C&G (TYPE A2-6)

11.88' Rt "CE3" 3+94
1 No. R T L
1 2
3 x
450'
9999.98'
13604.96' 118.56'

79.18'

72.14'
237.12'
156.75'
144.26'
Beg CURB (TYPE A1-6)

58.43' Rt "CEN1" 19+23
END CURB (TYPE A1-6)

52.67' Rt "CEN1" 20+86.54
END CURB (TYPE A1-6)

43.69' Lt "CEN1" 20+52.70
Beg CURB (TYPE A1-6)

51.59' Lt "CEN1" 18+91.71
Beg CURB (TYPE A1-6)

36.33' Lt "CEN1" 18+92.70
END CURB (TYPE A1-6)

35.38' Lt "CEN1" 20+52.70
Beg CURB (TYPE A1-6)

41.65' Rt "CEN1" 19+18.32
END CURB (TYPE A1-6)

35.38' Rt "CEN1" 20+86.54

SAWCUT LIMITS
FOR REMOVAL WORK, SEE LAYOUT (DEMOLITION) PLAN.4.

FOR SECURITY METAL FENCE (PICKET) LIMITS, SEE CONSTRUCTION DETAILS.3.

FOR CURB RAMP DETAILS, SEE CONSTRUCTION DETAILS.2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.
"CEN1" 16+00 POT
"CEN1" 23+00 POT
"CE4" 1+00 POT
"I80" 1+00 POT
"I80" 6+00 POT
POT
75' Rt "I80" 5+77.41
"CE1" 6+00 POT =

89.71' Lt "I80" 1+83.35 POT
"CE3" 2+00 POT =
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:36
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ea002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
11 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
LAYOUT
SCALE: 1" = 50'
L-2
R/W
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
T
R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
S
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

LEGEND:
(DEMOLITION)

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

ROADWAY EXCAVATION

REMOVE SIDEWALK

REMOVE BASE AND SURFACING

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

69.09' Lt "CEN1" 17+36.43
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

38.21' Lt "CEN1" 16+97.91
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

41.10' Rt "CEN1" 17+08.38

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

79.25' Rt "CEN1" 17+63.29

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

53.26' Rt "CEN1" 18+06.97

END REMOVE CONCRETE SIDEWALK

42.42' Rt "CEN1" 18+63.97
Beg REMOVE ROADWAY EXCAVATION
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

70.20' Rt "CEN1" 18+02.17

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

26.83' Lt "CE3" 3+95.95

END REMOVE ROADWAY EXCAVATION
Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

25.82' Lt "CE3" 3+78.88

END REMOVE CONCRETE C&G

END REMOVE ROADWAY EXCAVATION

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

49.41' Lt "CEN1" 18+38.38
Beg REMOVE CONCRETE C&G
Beg REMOVE ROADWAY EXCAVATION
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

64.34' Lt "CEN1" 17+98.22
Beg REMOVE CONCRETE SIDEWALK

4.77' Lt "CE2" 3+28.48
Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

3.83' Lt "CE2" 3+49.47
Beg REMOVE ROADWAY EXCAVATION

12.23' Lt "CE2" 3+50.25

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

12.45' Lt "CE2" 3+65.33
R
A
M
P
E
B

E
N
T
R
A
N
C
E

END REMOVE ROADWAY EXCAVATION

8.29' Lt "CE1" 4+47.38

END REMOVE CONCRETE C&G

0.05' Lt "CE1" 4+49.28

END REMOVE BASE AND SURFACING

24.61' Lt "CEN1" 21+44.12
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

46.33' Rt "CEN1" 21+46.52

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

30.15' Rt "CEN1" 21+59.77
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

6.67' Rt "CE3" 3+77.25

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

11.88' Rt "CE3" 3+94
Beg REMOVE ROADWAY EXCAVATION

57.32' Rt "CEN1" 19+27.93

END REMOVE ROADWAY EXCAVATION

52.67' Rt "CEN1" 20+81.61

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

19.09' Lt "CE4" 3+78.65
Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

15.94' Lt "CE4" 3+60.61
Beg REMOVE FENCE

45.76' Lt "CE2" 3+11.52

END REMOVE FENCE

11.68' Lt "CE1" 4+73.63

REMOVE GATE

13.65' Lt "CE1" 4+67.88

REMOVE GATE
19+11.14

42.22' Lt "CEN1"
Beg REMOVE FENCE
19+88.35

41.92' Lt "CEN1"
FENCE

END REMOVE
19+98.28

42.12' Lt "CEN1"

REMOVE GATE

11.21' Rt "CE3" 3+77.02
Beg REMOVE FENCE

34.12' Rt "CE3" 3+34.26 REMOVE GATE

43.82' Rt "CEN1" 20+74.74

END REMOVE FENCE
3+21.54

35.32' Lt "CE4"

REMOVE GATE
19+98.10

50.57' Lt "CEN1"

CURB AND GUTTERC&G
ABBREVIATION: Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

END REMOVE CONCRETE SIDEWALK

6.67' Lt "CE1" 4+35.15
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:37
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ga001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 8
9 3
4 4
4 SCALE: 1" = 20'
C-1

CONSTRUCTION DETAILS
R/W
R/W
R
/
W
R/W
R/W
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"CEN1" LINE

CENTRAL AVENUE

JACUZZI STREET
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B

ANGLE POINT

43.91' Lt "CE2" 3+12.62
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

Beg SECURITY METAL FENCE (PICKET)

45.93' Lt "CE2" 3+13.20

ANGLE POINT

45.33' Lt "CE2" 3+49.13
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

44.87' Lt "CE2" 3+37.10
Beg SECURITY METAL FENCE (PICKET)

45.03' Lt "CE2" 3+41.12
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

34.52' Rt "CE3" 3+58.16
Beg SECURITY METAL FENCE (PICKET)

34.80' Rt "CE3" 3+62.15

ANGLE POINT

35.35' Rt "CE3" 3+70.13
(SEE C-5)
PASSAGEWAY #1
(SEE C-8)
CR #8
(SEE C-3)
CR #1 AND #2
(SEE C-6)
CR #5 AND #6
(SEE C-7)
CR #7

67.60' Lt "CEN1" 17+40.14

53.13' Lt "CEN1" 17+34.26

37.31' Lt "CEN1" 17+14.88

34.24' Lt "CEN1" 16+98.44

79.39' Rt "CEN1" 17+72.19

35.40' Rt "CEN1" 17+53.34

35.10' Rt "CEN1" 17+07.59

53.10' Rt "CEN1" 17+97.80

70.10' Rt "CEN1" 17+97.43

44.73' Rt "CEN1" 19+03.85

61.86' Rt "CEN1" 19+05.15

65.59' Rt "CEN1" 18+81.56

49.07' Rt "CEN1" 18+76.52
CURB (TYPE A1-6)
SW
1 6
'
CURB (TYPE A1-6)
SW

46.60' Lt "CEN1" 18+41.06

31.44' Lt "CEN1" 18+32.17

34.81' Lt "CEN1" 18+04.17

63.30' Lt "CEN1" 17+94.82

2.36' Lt "CE2" 3+64.40

0.30' Rt "CE2" 3+49.09

1.5%
1 4
'
1 2
CR #3 (SEE C-4)
CR #4 (SEE C-4)
3 4
5 67

CURVE DATA
No. R T L
1 2
3 x
4 BC Sta AND OFFSET/Elev BC Sta AND OFFSET/Elev

36.78' Lt "CEN1" 18+89.79/XX.XX'36.85' Lt "CEN1" 19+13.07/XX.XX'

37.61' Rt "CEN1" 19+37.67/XX.XX'36' Rt "CEN1" 19+49.39/XX.XX'

25.21'12.64'143'
38' 11.28'5.68'
5 6
7 39.21' Rt "CEN1" 17+39.96/XX.XX'37.32' Rt "CEN1" 17+40.41/XX.XX'

37.32' Rt "CEN1" 17+40.41/XX.XX'46.45' Rt "CEN1" 17+55.90/XX.XX'

52.57' Rt "CEN1" 17+58.52/XX.XX'53.41' Rt "CEN1" 17+56.68/XX.XX'

53.41' Rt "CEN1" 17+56.68/XX.XX'46.89' Rt "CEN1" 17+51.62/XX.XX'

46.89' Rt "CEN1" 17+51.62/XX.XX'39.21' Rt "CEN1" 17+39.96/XX.XX' 20'
58'

1.01'

15.05'
1' 4.32' 2.69'

9.85'

28.25'

4.21' 8.31'

7.04'

17.44'

3.11'
14'
(TYPE B1-6)
CURB
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (C-2)
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:40
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ga002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
3 4
20 1 2
4 3
4 4
SCALE: 1" = 20'
C-2

CONSTRUCTION DETAILS
R
/
W
"CEN1" LINE

CENTRAL AVENUE
W
B E
B
R
A
M
P
E
B

E
N
T
R
A
N
C
E

"I8
0 " L
IN
E
"C
E
4 " L
IN
E
E
B

E
X
IT

R
A
M
P
R
/
W
R/W
R/W
R/W
Beg SECURITY METAL FENCE (PICKET)

35.01' Rt "CE3" 3+36.12

ANGLE POINT

33.05' Rt "CE3" 3+36.80
L
IN
E
"C
E
1 "

ANGLE POINT

28.48' Lt "CE1" 4+68.18

END SECURITY METAL FENCE (PICKET)

13.68' Lt "CE1" 4+89.19
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

13.69' Lt "CE1" 4+67.07
Beg SECURITY METAL FENCE (PICKET)

13.68' Lt "CE1" 4+71.07

ANGLE POINT

13.69' Lt "CE1" 4+59.07
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

ANGLE POINT

50.31' Lt "CEN1" 19+69.68
Beg SECURITY METAL FENCE (PICKET)

50.31' Lt "CEN1" 19+76.97

ANGLE POINT

51.29' Lt "CEN1" 19+80.16

ANGLE POINT

32.13' Lt "CE4" 3+26.17

END SECURITY METAL FENCE (PICKET)

34.18' Lt "CE4" 3+26.57
Beg SECURITY METAL FENCE (PICKET)

33.94' Lt "CE4" 3+45.91
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

34.31' Lt "CE4" 3+49.90

ANGLE POINT

35.04' Lt "CE4" 3+57.86
16'
14'
CURB (TYPE A1-6)
CURB (TYPE A1-6)

1.5%

1.5%
(SEE C-9)
CR #9

24.61' Lt "CEN1" 21+44.12

48.45' Rt "CE1" 4+30
(SEE C-10)
CR #11
(SEE C-10)
CR #10
SW
SW

SECURITY METAL FENCE (PICKET)

1.83' Rt "CE1" 4+48.53

4.68' Lt "CE1" 4+34.36

26.82' Rt "CEN1" 21+57.55

33.63' Rt "CEN1" 21+47.37

44.68' Rt "CEN1" 21+42.88

11.92' Lt "CE4" 3+59.76

12.32' Lt "CE4" 3+77.22

ANGLE POINT

50.63' Lt "CEN1" 20+26.53

ANGLE POINT

50.63' Lt "CEN1" 19+69.26

ANGLE POINT

55.01' Lt "CEN1" 19+69.26
Beg SECURITY METAL FENCE (PICKET)

57.10' Lt "CEN1" 19+69.68
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

50.31' Lt "CEN1" 19+72.98

END SECURITY METAL FENCE (PICKET)

57.11 Lt "CEN1" 19+80.26

ANGLE POINT

50.63' Lt "CEN1" 19+80.68

ANGLE POINT

55.01' Lt "CEN1" 19+80.68

DETAIL A
SEE

DETAIL A

FENCE (PICKET)

SECURITY METAL

GATE (PICKET)

SECURITY METAL
CURB (TYPE A1-6) A
A
SW
CURB (TYPE A1-6)

1.5%

CONCRETE PAD
CLASS 2 AB

FENCE (PICKET)

SECURITY METAL

SECTION A-A
PLANS)
(SEE ELECTRICAL
(SEE ELECTRICAL PLANS)

CONCRETE PAD
(SEE DRAINAGE PLANS)

CONCRETE V-DITCH
4'-4"
11'-5"
4'-4"1.5'6"
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (C-1)
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:01
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 C-3

CONSTRUCTION DETAILS

SAN JOAQUIN STREET
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R/W
R
/
W

LEVEL LANDING AREA
LEGEND:

A
A
SCALE: 1" = 5'
CASE C
CURB RAMP #2
B
B
SAWCUT
FL
1 LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XXX+XX.XX
1'

8.05'

5.25'

8.11'

6.85'
5 '
1 0
.7
'
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
X.X%
X.X%
X
.X
%
X.X%
X.X%
X
.X
%
X.X%
X.X%

RETAINING CURB
CASE C
CURB RAMP #1
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%
2'5'

SECTION A-A OF CURB RAMP

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION B-B OF CURB RAMP
X
.X
%
X.X%
X.X%
X.X%

8.08'
5'

5.47'
7 .2
3 '
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX

TOP OF RETAINING CURBTRC

TOP OF RAMPTR

TOP OF CURBTC

BACK OF SIDEWALKBSW
ABBREVIATIONS:
5'
TO BE REVISED AT 95%

2.1'6'
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:02
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 C-4

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R/W
R
/
W
CASE C
CURB RAMP #3
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
J
A
C
U
Z
Z
I S
T
R
E
E
T
R
/
W
R/W
SCALE: 1" = 5'
CASE C
CURB RAMP #4
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX

SECTION A-A OF CURB RAMP

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION B-B OF CURB RAMP
A
A

2.1'5.3'
B
B
CURB

RETAINING
FL
SAWCUT
1 CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
X.X%
X.X%
X.X%X
.X
%
X
.X
%
X.X%
X
.X
%
X
.X
%
X.X%
X.X%
X.X%
X
.X
%

2.4'6.1'

0.43'
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
1 .6
7 '

7.92'

7.54'

11.04'

6.85'
0 .4
'
7 .9
5 '
5 '
5'

7.17'

5.3'

9.08'

13.94'

11.75'
5 .9
6 '
6 .0
7 '

1.12'
TO BE REVISED AT 95%
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Rt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga005.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
8 4
4 4
C-5

CONSTRUCTION DETAILS
"CEN1" LINECENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R
/
W
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
J
A
C
U
Z
Z
I S
T
R
E
E
T
R
/
W
SCALE: 1" = 5'
TYPE A
PASSAGEWAY #1
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
1 6
'
X
.X
%
CURB

RETAINING
FL
SAWCUT
X
.X
%
X.X%
X
.X
%
SAWCUT
FL
1 CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
A
A

RETAINING CURB
X.X%

SECTION A-A OF PASSAGEWAY

0.5'16'0.5'

0.5'

RETAINING CURB
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga006.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
8 C-6

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R
/
W
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
R
/
W
SCALE: 1" = 5'
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
W
B

E
X
IT

R
A
M
P

6.13'

4.44'

1.96' 7.34' 5.81'
0 .6
1 '
1 0
.4
'

0.5'5.01'

7.98'
5'
5'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION A-A OF CURB RAMP

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION B-B OF CURB RAMP
A
A
B
B
2'5'
2'5'
X.X%X
.X
%
X
.X
%
X.X% X.X%
X.X%
X.X%
X
.X
%
FL
SAWCUT
1 2

RETAINING CURB

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
XX.XX' XX.XX' XX.XX'2
TYPE C Mod
CURB RAMP #5
TYPE C Mod
CURB RAMP #6

5.59'

1.64'

5.89'

1.96'
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TO BE REVISED AT 95%
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga007.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
9 4 4
C-7

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
TYPE F
CURB RAMP #7

SECTION A-A OF CURB RAMP
W
B

E
X
IT

R
A
M
P
"C
E
2 " L
IN
E
"C
E
3 " L
IN
E

0.07'
1 2
.5
4 '
4 .7
1 '

3.1'12.81'

3.9' 3.1' 4.17'
1 4
'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XXX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
W
B

E
N
T
R
A
N
C
E

R
A
M
P
TRC Elev XX.XX
TR Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL
SAWCUT
A A
X
.X
%
X.X%
X
.X
%
1 RETAINING CURB

2.2'13.8'
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
X.X%
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:04
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga008.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
94 4
C-8

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
TYPE F
CURB RAMP #8
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
6 .3
3 '
0 .5
'
1 0
.2
7 '
1 6
'

4.17'

11.73'

7.71'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XXX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
A
A
X
.X
%
X.X%
X.X%X
.X
%
FL
SAWCUT
1 RETAINING CURB

SECTION A-A OF CURB RAMP
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%
2'10.5'

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:04
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga009.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
4 C-9

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
TYPE F
CURB RAMP #9
"C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P
6 .8
4 '
3 .2
6 '
0 .2
3 '

4.17' 6.81' 7'

8.11'
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XXX+XX.XX
TRC Elev XX.XX
TR Elev XX.XX

7.58'
TRC Elev XX.XX
TR Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
A A
X.X%X.X%
X.X%X.X%
FL
SAWCUT
1 RETAINING CURB

SECTION A-A OF CURB RAMP
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%
2'7.5'

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:05
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga010.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
1 4
4 4
C-10

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
"C
E
4 " L
IN
E
E
B

E
X
IT

R
A
M
P
TYPE F
CURB RAMP #10
TYPE C Mod
CURB RAMP #11
9 .9
7 '

14.06'

7.99'4.17'
16'
3 .8
6 '

10.1'

3.92'
1 .1
5 ' 5
'

7.96'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XXX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XXX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR

0.78'
7 .4
7 '
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
A A

SECTION A-A OF CURB RAMP
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%
2'5'

SECTION B-B OF CURB RAMP
B
B
X.X%
X.X% X.X%
X.X%
X.X%
X.X%
X
.X
%
X.X%
FL
SAWCUT
1 RETAINING CURB
FL
SAWCUT
2 RETAINING CURB

2.1'12.2'

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
XX.XX' XX.XX' XX.XX'2
TO BE REVISED AT 95%
TRC Elev XX.XX
BSW Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX

RETAINING CURB
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Rt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
08:42
08-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ga011.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

CONSTRUCTION DETAILS

NO SCALE
EMBEDMENT INTO EXISTING CURB AND GUTTER.

CONTINUOUS #4 LONGITUDINAL REBAR, WITH 6" MINIMUM 2.

FOR DETAILS NOT SHOWN, SEE STANDARD PLANS.1.

C-11
(SECURITY METAL FENCE/GATE DETAILS)

1. FOR DETAILS NOT SHOWN, SEE MANUFACTURER'S DRAWING.

2. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

3. WHERE FENCE POST IS INSTALLED IN EXISTING COLUMN FOOTING, DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

RAIL (3 TOTAL)
1" Sq x 16 Ga PICKET
POST 2"
8'POST POST

END BRACKET
FG
2"
(SEE NOTE 3)

FOOTING DEPTH
3' 8'
6"
10"

MINOR CONCRETE

ELEVATION
(Typ)
(Typ)
6"
(Typ)
6"
(Typ)

SECURITY METAL FENCE AND GATE

SECURITY METAL FENCE (PICKET)
CL CL
1'-4" MINOR CONCRETE
2"

FOOTING DEPTH
3' 8'
(Typ)
6"
(Typ)
1" Sq x 16 Ga PICKET
FG
6"
(Typ)

SECURITY METAL FENCE
6"
(Typ)
4' OPENING
RAIL (3 TOTAL)

ELEVATION
(1-HOLE)

LOCK BOX
4' SECURITY METAL GATE (PICKET)
NOTES:

SEE POST BASE DETAIL AT COLUMN FOOTING.
5"
(Min)
Š
1‚"
3" Dia x 12GA POST

RESIN CAPSULE ANCHOR
1'-0"
5"3"

COLUMN FOOTING

POST BASE DETAIL AT

EXISTING COLUMN FOOTING
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
1 6
4 7
5 Exist 18" APC TO REMAIN
Exist 24" APC TO REMAIN
Exist 24" RCP TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 12" RCP TO REMAIN
Exist 12" SCSP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APU TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APG TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 8" OMP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist DI TO REMAIN
Exist MH TO REMAIN
Exist DI TO REMAIN
CAP Exist DI
G2 INLET
18" RCP
Exist DI TO REMAIN
CONVERT Exist DI TO MH
Exist DI TO REMAIN
G2 INLET
18" APC
CONVERT Exist DI TO MH
Exist DI TO REMAIN
CONVERT Exist DI TO MH
CONVERT Exist DI TO MH
G2 INLET
24" RCP
Exist DI TO REMAIN
Exist DI TO REMAIN
Exist DI TO REMAIN, GRATE MISSING
CONVERT Exist DI TO MH
G2 INLET
CONVERT Exist DI TO MANHOLE
18" APC
42" RCP
G2 INLET
Exist DI TO REMAIN
G2 INLET
G2 INLET
Exist 24" RCP TO REMAIN
18" APC
24" APC
G2 INLET WITH A SIDE OPENING
G2 INLET WITH A SIDE OPENING
24" APC
24" RCP

DRAINAGE PLAN
D-1
SCALE: 1" = 20'
16 20
23 7
8 9
1 2
1 5
2 3
4 6
1 4
2 3
44 5
6 2
3 4
2 4
3 4
d
8 a
a
a
a
12" RCP
b
2 3
a
DISCLAIMER:
to finailize the drainage design.

Both pothole information and survey data are required

HY D RA ULIC S GUANG LI JINPENG LI

GODWIN SANTIAGO
CC 80 0.2304
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
15:49
08-JAN-2025

CHECKED BY

CALCULATED- REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
xx-xx-xx
USERNAME => p009620D
DGN FILE => 2W660 65% Master Drainage Plan (01-08-2025).dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0773 PROJECT NUMBER & PHASE 0416000142BORDER LAST REVISED 7/2/2010 final landscape layout.

Final locations of some DI's are dependent on the
c
G2 INLET
a
c
c
c
c
d
e
e
b
b
b
b
b
b
a
b
c a
1 6
4 7
5 Exist 18" APC TO REMAIN
Exist 24" APC TO REMAIN
Exist 24" RCP TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 12" RCP TO REMAIN
Exist 12" SCSP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APU TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APG TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 8" OMP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist DI TO REMAIN
Exist MH TO REMAIN
Exist DI TO REMAIN
CAP Exist DI
G2 INLET
18" RCP
Exist DI TO REMAIN
CONVERT Exist DI TO MH
Exist DI TO REMAIN
G2 INLET
18" APC
CONVERT Exist DI TO MH
Exist DI TO REMAIN
CONVERT Exist DI TO MH
CONVERT Exist DI TO MH
G2 INLET
24" RCP
Exist DI TO REMAIN
Exist DI TO REMAIN
Exist DI TO REMAIN, GRATE MISSING
CONVERT Exist DI TO MH
G2 INLET
CONVERT Exist DI TO MANHOLE
18" APC
42" RCP
G2 INLET
Exist DI TO REMAIN
G2 INLET
G2 INLET
Exist 24" RCP TO REMAIN
18" APC
24" APC
G2 INLET WITH A SIDE OPENING
G2 INLET WITH A SIDE OPENING
24" APC
24" RCP

DRAINAGE PLAN
D-1
SCALE: 1" = 20'
1 6
2 0
2 3
7 8
9 1
2 11
5 2
3 4
6 1
4 2
3 4
4 5
6 2
3 4
2 4
3 4
d
8 a
a
a a
12" RCP
b
2 3
a
DISCLAIMER:to finailize the drainage design.B
o
t
h

p
o
t
h
o
le

in
f
o
r
m
a
t
io
n

a
n
d

s
u
r
v
e
y

d
a
t
a

a
r
e

r
e
q
u
ir
e
d

HY D RA ULIC S GUANG LI JINPENG LI

GODWIN SANTIAGO
CC800.23 04
x
x
x
x
x
DistCOUNTYROUTEPOST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F
C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:11
15-JAN-2025

CHECKED BY

CALCULATED- REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
xx-xx-xx
USERNAME =>s128787
DGN FILE =>2W660 65% Master Drainage Plan (01-08-2025).dgn

RELATIVE BORDER SCALE

IS IN INCHES
0123
UNIT0773PROJECT NUMBER & PHASE0416000142 BORDER LAST REVISED 7/2/2010 final landscape layout.F
in
a
l lo
c
a
t
io
n
s

o
f

s
o
m
e

D
I's

a
r
e

d
e
p
e
n
d
e
n
t

o
n

t
h
e

c
G2 INLET
a
c
c
c
c
d
e
e
b
b
b
b b
b
a
b
c
a

UTILIY PLAN
U-1
SCALE: 1" = 20'
1 6
2 0
2 3
7 8
9 1
2 11
5 2
3 4
6 1
4 2
3 4
4 5
6 2
3 4
2 4
3 4

COMCAST TELECOM

COMCAST TELECOM
PG&E ELECTRIC (12kV)

AT&T TELECOM

COMCAST TELECOM

JOINT OVERHEAD

PG&E ELECTRIC (UNKNOWN VOLTAGE)
PG&E GAS (3")
PG&E GAS (3")
PG&E GAS (2")
PG&E GAS (3")
PG&E Abn GAS (2")
PG&E Abn GAS (2")
PG&E Abn GAS (2")

SIZE ENCASEMENT)
(2" UNKNOWN
PG&E Abn GAS

SIZE ENCASEMENT)
(2" UNKNOWN
PG&E Abn GAS
PG&E Abn GAS (2")
PG&E Abn GAS (2")
PG&E Abn GAS (3")
PG&E Abn GAS (3")
GAS (3")
PG&E Abn
PG&E GAS (3")
PG&E GAS (4")
PG&E GAS (3")
STEGE SEWER (36")
STEGE SEWER (10")
EBMUD SEWER (60")
STEGE SEWER (36")
STEGE SEWER (15")
STEGE SEWER (15")
EBMUD SEWER (60")
STEGE SEWER (36")
STEGE SEWER (36")
EBMUD SEWER (60")
EBMUD SEWER (48")
EBMUD SEWER (48")
EBMUD SEWER (48")
STEGE ABN SEWER (18")
STEGE ABN SEWER (18")
STEGE SEWER (36")
STEGE SEWER (6")
STEGE SEWER (14")
CITY OF RICHMOND SD (24")

VERIZON TELECOM
EBMUD WATER (8")
EBMUD WATER (8")
EBMUD WATER (12")
EBMUD WATER (4")
EBMUD WATER (8")
EBMUD WATER (6")
EBMUD WATER (12")
PG&E GAS (1 1/4" IN 2" ENCASEMENT)

STEGE SEWER (UNKNOWN SIZE)

STEGE SEWER (UNKNOWN SIZE)
EBMUD PRESSURIZED SEWER (27")
EBMUD PRESSURIZED SEWER (27")
PG&E ELECTRIC (12kV)

AT&T TELECOM

COMCAST TELECOM

JOINT OVERHEAD
(3")

PG&E GAS
PG&E GAS (2")
PG&E GAS (2")
PG&E GAS (3")
EBMUD WATER (12")
CITY OF RICHMOND SD (12")
CITY OF RICHMOND SD (24")
CITY OF RICHMOND SD (18")
CITY OF RICHMOND SD (18")
CITY OF RICHMOND SD (18")
SD (12")

RICHMOND

CITY OF
CITY OF RICHMOND SD (12")
PG&E GAS (2" IN 3" ENCASEMENT)
EBMUD WATER (8")

VERIZON TELECOM

COMCAST TELECOM

VERIZON FO
PG&E Abn GAS (3")

AT&T TELECOM OH

PG&E ELECTRIC (UNKNOWN VOLTAGE)

AT&T TELECOM OH
PG&E ELECTRIC OH (12kV)

AT&T TELECOM
STEGE SANITARY SEWER (24")

AT&T TELECOM

AT&T TELECOM
DISCLAIMER:

UTILITY GUANG LI JINPENG LI

GODWIN SANTIAGO
CC800.23 04
x
x
x
x
x
DistCOUNTYROUTEPOST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F
C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:23
15-JAN-2025

CHECKED BY

CALCULATED- REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
xx-xx-xx
USERNAME =>s128787
DGN FILE =>UTILTY.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0123
UNIT0773PROJECT NUMBER & PHASE0416000142 BORDER LAST REVISED 7/2/2010

CONSTRUCTION AREA SIGNS

APPROVED FOR STAGE CONSTRUCTION WORK ONLY

NO SCALE
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:06
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249la001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
R
O
U
T
E

8 0

CENTRAL AVE

CENTRAL AVE
P
IE
R
C
E

S
T
Richmond
R
O
U
T
E

5 8
0 R
O
U
T
E

5 8
0 N
B

O
N
-
R
A
M
P
R
O
U
T
E

5 8
0 S
B

O
F
F
-
R
A
M
P
R
O
U
T
E

5 8
0 N
B

O
F
F
-
R
A
M
P
ROUTE 580 SB ON-RAMP
R
O
U
T
E

8 0

S
B

O
F
F
-
R
A
M
P
R
O
U
T
E

8 0

N
B

O
N
-
R
A
M
P
R
O
U
T
E

8 0

S
B

O
N
-
R
A
M
P
R
O
U
T
E

8 0

N
B

O
F
F
-
R
A
M
P
T
o

E
m
e
r
y
v
ille
T
o

B
e
r
k
e
le
y

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS

SIGN LETTER SIGN CODE PANEL SIZE SIGN MESSAGE AND SIZE

NUMBER OF POSTS

OF SIGNS
NUMBER
A
R2-1 36" X 45" "25 MPH"

SPEED LIMIT SIGN
2 - 6" x 6" 8
G20-5AP 36" X 24" WORK ZONE
B G20-2 48" x 24" END ROAD WORK 1 - 4" x 6" 6
C W20-1 36" x 18" ROAD WORK AHEAD 1 - 4" x 4" 3
D
W16-1P 24" x 18" SHARE THE ROAD
1 - 4" x 4" 2
J
A
C
U
Z
Z
I S
T
S
A
N

J
O
A
Q
U
IN

S
T
S
A
N

L
U
IS

S
T
W11-1 36" x 36" PEDESTRIAN CROSSING
C
C
C A
A
AA
A
D
D
T
o

S
a
n

P
a
b
lo
T
o

S
a
n

R
a
f
a
e
l
B
B
B
B
B
B
A
A
A
A
M
T
R
A
K
FEDERAL CODES ARE SHOWN.

CALIFORNIA CODE ARE DESIGNATED BY (CA), OTHERWISE2.

EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER.

LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE.1.

NOTES:

LEGEND:

ONE POST STATIONARY MOUNTED SIGN

CONSTRUCTION AREA SIGN LETTERX
CS-1
San Fransisco Bay
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION

MOTORIST INFORMATION PLAN

APPROVED FOR STAGE CONSTRUCTION WORK ONLY

NO SCALE
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:07
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249lb001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SIGN No. SIGN CODE PANEL SIZE SIGN MESSAGE AND SIZE

NUMBER OF POSTS

OF SIGNS
NUMBER
1 C23A (CA) 36" X 36" RAMP WORK AHEAD
2 - 4" x 4" 4
SC7 (CA) 84" X 42" RAMP AT CARLSON BLVD

EB RAMP CLOSED USE
M4-9 (R) 30" x 24" DETOUR (RIGHT ARROW)
7 ALTERNATE
SC9 (CA) 36" x 36" FWY (DETOUR) WITH ARROW 2 - 4" x 4" 2 8 ALTERNATE
C30 (CA) 48" x 48" 0N-RAMP CLOSED
WB ROUTE 80
1 - 4" x 4" 2
C38 (CA) 48" x 36" USE NEXT EXIT
3 M4-9 (L) 30" x 24" DETOUR (LEFT ARROW) 4 - 4" x 4" 4
CENTRAL Ave
CENTRAL Ave
C
A
R
L
S
O
N

B
lv
d
CARLSON Blvd
T
O

S
A
N

R
A
F
A
E
L
T
O

S
A
N

P
A
B
L
O
O
A
K
L
A
N
D

T
O

S
A
N

F
R
A
N
S
IC
O

R
O
U
T
E

5 8
0 R
O
U
T
E

8 0
S
A
N

P
A
B
L
O

A
v
e
LINCOLN Ave
EUREKA Ave
CENTRAL Ave
1 1
5 2
3 4
6 SC9 (CA) 36" x 36" (DETOUR) WITH ARROW
SC7 (CA) 84" X 42" RAMP AT CARLSON BLVD

EB RAMP CLOSED USE
1 - 4" x 4" 22
4 SC7 (CA) 84" X 42" RAMP AT CARLSON BLVD

EB RAMP CLOSED USE
1 - 4" x 4" 2
5 1 - 4" x 4" 1
6 SC9 (CA) 36" x 36" DETOUR WITH ARROW
3 - 4" x 4" 3
9 C23A (CA) 36" X 36" RAMP WORK AHEAD
1 - 4" x 4" 2
SC7 (CA) 84" X 42" RAMP AT BUCHANAN ST

EB RAMP CLOSED USE
10 M4-9 (R) 30" x 24" DETOUR (RIGHT ARROW)
C19 (2A) 48" x 48" ROAD CLOSED
1 - 4" x 4" 2
M4-9 (R) 30" x 24" DETOUR (RIGHT ARROW)
11 C19 (CA) 48" x 48" ROAD CLOSED AHEAD
1 - 4" x 4" 2
M4-9 (L) 30" x 24" DETOUR (LEFT ARROW)
DETOUR PLAN No. 1
TO EB ROUTE 80

FROM CENTRAL AVE

AT CARLSON BLVD
- EB ROUTE 80 ON-RAMP
- CALSON BLVD
- WB CENTRAL AVE
R
O
U
T
E

5 8
0 R
O
U
T
E

8 0
MI-1
SOLANO Ave
SEE DETOUR PLAN No. 1

CENTRAL AVE

CONNECTOR AT
EB ROUTE 80 ON-RAMP
CLOSED
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION

MOTORIST INFORMATION PLAN

APPROVED FOR STAGE CONSTRUCTION WORK ONLY

NO SCALE
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:08
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249lb002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
P
IE
R
C
E

S
t
P
IE
R
C
E

S
t
CENTRAL Ave
R
Y
D
IN

R
d
CENTRAL Ave
R
O
U
T
E

5 8
0 C
L
E
V
E
L
A
N
D

A
v
e
C
L
E
V
E
L
A
N
D

A
v
e
S
A
N

L
U
IS

S
t
S
A
N

M
A
T
E
O

S
t

SOLANO Ave
BUCHANAN St
BUCHANAN St
T
O

S
A
N

R
A
F
A
E
L
C
A
R
L
S
O
N

B
lv
d
T
O

S
A
N

P
A
B
L
O
/

O
A
K
L
A
N
D

F
R
A
N
S
IC
O

T
O

S
A
N

R
O
U
T
E

8 0
DETOUR PLAN No. 2
TO WB ROUTE 80

FROM CENTRAL AVE
- WB ROUTE 80 ON-RAMP
- WB BUCHANAN ST
- SB PIERCE ST
- EB CENTRAL AVE
3 7
6 3
P
IE
R
C
E

S
t
P
IE
R
C
E

S
t
CENTRAL Ave
R
Y
D
IN

R
d
CENTRAL Ave
R
O
U
T
E

5 8
0 C
L
E
V
E
L
A
N
D

A
v
e
J
A
C
U
Z
Z
I S
t
S
A
N

L
U
IS

S
t
S
A
N

M
A
T
E
O

S
t

SOLANO Ave
BUCHANAN St
BUCHANAN St
T
O

S
A
N

R
A
F
A
E
L
C
A
R
L
S
O
N

B
lv
d
T
O

S
A
N

P
A
B
L
O
R
O
U
T
E

8 0
DETOUR PLAN No. 3

TO JACUZZI ST

FROM CENTRAL AVE
- JACUZZI St
- CLEVELAND Ave
- WB ROUTE 80 ON-RAMP
- EB CENTRAL AVE
6 9
3 8
9 7
11 10
MI-2
SEE DETOUR PLAN No. 3

CENTRAL AVE
JACUZZI ST. ENTRANCE AT
CLOSED
SEE DETOUR PLAN No. 2

AT CENTRAL AVE
ON-RAMP TO WB ROUTE 80
CLOSED
J
A
C
U
Z
Z
I S
t
/

O
A
K
L
A
N
D

F
R
A
N
S
IC
O

T
O

S
A
N

JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
16 20 23
7 8
9 1 2
11 5
2 3
4 1
4 2
3 4
4 53
4 2
4 3
4 TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION AND
SCALE: 1" = 50'
REMOVED PRIOR TO BEGINNING WORK ON EACH STAGE.

11. ALL CONFLICTING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE SEE SHEET SC-3 FOR TRAFFIC HANDLING QUANTITIES.10.

TIME.

CONTRACTOR CANNOT CLOSE BOTH LANES ON EB EXIT RAMP AT THE SAME 9.

SAME TIME.

JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE 8.

RAMP.

CONTRACTOR IS WORKING ON HMA PAVEMENT, CURB AND GUTTER, AND CURB CHANNELIZERS AND PLASTIC TRAFFIC DRUMS ARE REQUIRED WHEN 7.

TEMPORARY SIGNAGE SHALL CONFORM TO LATEST EDITION OF CA MUTCD.6.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES.5.

SAFETY SYSTEMS.

CONTRACTOR SHALL USE APPROVED CALTRANS MASH COMPIANT TRAFFIC 4.

AT ALL TIMES.

CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS THROUGH PROJECT LIMITS 3.

REDUCE SPEED LIMIT WITHIN PROJECT LIMIT FROM 30 MPH TO 25 MPH.2.

AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING1.

NOTES:

APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY LEGEND:

CONSTRUCTION THIS STAGE

TRAFFIC DRUMS

DIRECTIONAL TRAFFIC ARROWS

ONE POST STATIONARY MOUNTED SIGN
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:01
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249ma001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

TEMPORARY RAILING (TYPE K)
TEMPORARY CRASH CUSHION TL-2

TYPE III BARRICADE
SC-1
STAGE 1
10' C-C (Typ)
(Typ)
20' C-C
10' C-C (Typ)
R/W
R
/
W
R
/
WR
/
W
R/W

AND DETOUR INFORMATION
SEE SHEET MI-1 FOR ROAD CLOSURE
CONSTRUCTION WORK TO BE PERFORMED:

MARKINGS.

REMOVE K-RAIL AND TEMPORARY PAINTED THERMOPLASTIC MARKING AND PLACE PROPOSED THERMOPLASTIC 8.

REMOVE HMA CURB RAMP, PLACE CONCRETE DRIVEWAY.7.

INSTALL LANDSCAPING IMPROVEMENTS INCLUDING ROCK BLANKETS, MULCH, AND CONCRETE DITCHES.6.

SAME TIME SINCE THEIR DETOUR ROUTES ARE DEPENDENT ON ONE ANOTHER.

PLAN. JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE FOLLOW CALTRANS STD WHERE CLOSURES ARE REQUIRED, CONTRACTOR SHALL EXISTING TRAFFIC PATTERNS AS MUCH AS POSSIBLE.

CONSTRUCT PROPOSED IMPROVEMENTS ON THE SOUTH SIDE OF THE PROJECT. CONTRACTOR TO MAINTAIN 5.

PUSH BUTTON.

REMOVE CONCRETE DRIVEWAY, PLACE HMA CURB RAMP, AND INSTALL TEMPORARY PEDESTRIAN SIGNAL WITH 4.

PLACE TEMPORARY RAILING (TYPE K), TRAFFIC DRUMS, AND TYPE III BARRICADES.3.

STRIPE FOR THIS STAGE.

REMOVE ALL EXISTING CONFLICTING STRIPING FOR THIS STAGE AND REPLACE USING TEMPORARY PAINTED 2.

PLACE CONSTRUCTION AREA SIGN1.

STAGE 1
J
A
C
U
Z
Z
I S
T
R
E
E
T
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P "C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P

CENTRAL AVENUE
"CEN1" LINE
S
A
N

L
U
IS

S
T
R
E
E
T

P
IE
R
C
E

S
T
R
E
E
T
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E
"I8
0 " L
IN
E
I-
8 0
W
B
E
B

PAVEMENT ARROW

REMOVE EXISTING

COVER OR
IS NEEDED FOR CONSTRUCTION.

PLACEMENT IF A LANE REDUCTION

FOR SIGNAGE AND CHANNELIZER
REFER TO CA MUTCD TA 22B (CA)
R9-11 (RIGHT)
R9-9 (SIGN)
6" WHITE PAINT STRIPE
PAINT DETAIL 21

HMA RAMP

PAINT LIMIT LNE
C2 (CA)

TYPE III BARRICADE
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION

TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION AND
SCALE: 1" = 50'
REMOVED PRIOR TO BEGINNING WORK ON EACH STAGE.

11. ALL CONFLICTING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE SEE SHEET SC-3 FOR TRAFFIC HANDLING QUANTITIES.10.

TIME.

CONTRACTOR CANNOT CLOSE BOTH LANES ON EB EXIT RAMP AT THE SAME 9.

SAME TIME.

JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE 8.

RAMP.

CONTRACTOR IS WORKING ON HMA PAVEMENT, CURB AND GUTTER, AND CURB CHANNELIZERS AND PLASTIC TRAFFIC DRUMS ARE REQUIRED WHEN 7.

TEMPORARY SIGNAGE SHALL CONFORM TO LATEST EDITION OF CA MUTCD.6.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES.5.

SAFETY SYSTEMS.

CONTRACTOR SHALL USE APPROVED CALTRANS MASH COMPIANT TRAFFIC 4.

AT ALL TIMES.

CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS THROUGH PROJECT LIMITS 3.

REDUCE SPEED LIMIT WITHIN PROJECT LIMIT FROM 30 MPH TO 25 MPH.2.

AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING1.

NOTES:

APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY LEGEND:

CONSTRUCTION THIS STAGE

TRAFFIC DRUMS

DIRECTIONAL TRAFFIC ARROWS

ONE POST STATIONARY MOUNTED SIGN
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249ma002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

TEMPORARY RAILING (TYPE K)
TEMPORARY CRASH CUSHION TL-2

TYPE III BARRICADE
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
16 20 23
7 8
9 1 2
5 2
3 4
6 4
2 3
4 4
5 62
3 4
2 4
3 4
SC-2
STAGE 2
CONSTRUCTION WORK TO BE PERFORMED:

REMOVE CONSTRUCTION SIGNS.6.

CONDITION OR BETTER.

GUTTER, THERMOPLASTIC STRIPE AND THERMOPLASTIC MARKINGS TO ORIGINAL TEMPORARY PEDESTRIAN SIGNAL. RESTORE CONCRETE SIDEWALK AND CURB AND

ASPHALT SIDEWALK, ASPHALT CURB RAMPS, TEMPORARY PAINTED CROSSWALK, AND REMOVE TEMPORARY PEDESTRIAN CROSSING AT SAN JUAQUIN ST, INCLUDING 5.

THERMOPLASTIC MARKINGS.

REMOVE TEMPORARY PAINTED THERMOPLASTIC MARKING AND PLACE PROPOSED 4.

CONCRETE DITCHES.

INSTALL LANDSCAPING IMPROVEMENTS INCLUDING ROCK BLANKETS, MULCH, AND 3.

SAME TIME SINCE THEIR DETOUR ROUTES ARE DEPENDENT ON ONE ANOTHER.

PLAN. JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE

WHERE CLOSURES ARE REQUIRED, CONTRACTOR SHALL FOLLOW CALTRANS STD CONTRACTOR TO MAINTAIN EXISTING TRAFFIC PATTERNS AS MUCH AS POSSIBLE.

CONSTRUCT PROPOSED IMPROVEMENTS ON THE NORTH SIDE OF THE PROJECT. 2.

AND CONSTRUCTION AREA SIGNS IN THIS STAGE.

RELOCATE TEMPORARY RAILING (TYPE K), TRAFFIC DRUMS, TYPE III BARRICADES, 1.

STAGE 2
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
W
B

E
X
IT

R
A
M
P
"C
E
2 " L
IN
E "C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P
S
A
N

L
U
IS

S
T
R
E
E
T

P
IE
R
C
E

S
T
R
E
E
T
CENTRAL AVENUE "CEN1" LINE
E
B

E
X
IT

R
A
M
P"C
E
4 " L
IN
E
"I8
0 " L
IN
E
I-
8 0
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
W
B E
B
J
A
C
U
Z
Z
I S
T
R
E
E
T
10' C-C (Typ)

PAVEMENT ARROW

EXISTING

COVER OR REMOVE
IS NEEDED FOR CONSTRUCTION.

PLACEMENT IF A LANE REDUCTION

FOR SIGNAGE AND CHANNELIZERS
REFER TO CA MUTCD TA 22B (CA)

AND DETOUR INFORMATION
SEE SHEET MI-2 FOR ROAD CLOSURE
10' C-C (Typ)
20' C-C (Typ)
R9-11
R9-9
R9-9
R9-10
R9-9
R9-11

HMA RAMP
6" WHITE PAINT STRIPE
C2 (CA) ALTERNATE

TYPE III BARRICADE

TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION AND
REMOVED PRIOR TO BEGINNING WORK ON EACH STAGE.

11. ALL CONFLICTING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE SEE SHEET SC-3 FOR TRAFFIC HANDLING QUANTITIES.10.

TIME.

CONTRACTOR CANNOT CLOSE BOTH LANES ON EB EXIT RAMP AT THE SAME 9.

SAME TIME.

JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE 8.

RAMP.

CONTRACTOR IS WORKING ON HMA PAVEMENT, CURB AND GUTTER, AND CURB CHANNELIZERS AND PLASTIC TRAFFIC DRUMS ARE REQUIRED WHEN 7.

TEMPORARY SIGNAGE SHALL CONFORM TO LATEST EDITION OF CA MUTCD.6.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES.5.

SAFETY SYSTEMS.

CONTRACTOR SHALL USE APPROVED CALTRANS MASH COMPIANT TRAFFIC 4.

AT ALL TIMES.

CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS THROUGH PROJECT LIMITS 3.

REDUCE SPEED LIMIT WITHIN PROJECT LIMIT FROM 30 MPH TO 25 MPH.2.

AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING1.

NOTES:

CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:39
10-JAN-2025
RR
01-08-25
USERNAME => ckelly
DGN FILE => 0421000249ma003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
SCQ-1

TRAFFIC HANDLING QUANTITIES

STAGE CONSTRUCTION AND

*QUANTITIES INCLUDED IN SUMMARY OF QUANTITIES

MARKERS PAVEMENT AND MARKINS, PAVEMENT STRIPES, TRAFFICTEMPORARY No.

SHEET
No.

STAGE LIMITSSTA LOCATION

MARKING

PAVEMENT
OR No.DETAIL
STRIPE

TRAFFIC THERMOPLASTICREMOVE

MARKINGPAVEMENT

THERMOPLASTIC
REMOVE
(PAINT)

MARKINGPAVEMENT

TEMPORARY

MARKINGPAVEMENT

THERMOPLASTIC
WASTE)
(HAZARDOUS
YELLOW6"
WHITE6"
LF EA
SC-1 1
17+13 "CEN1" TO 16+81"CEN1" LEFT 21 20
17+13 "CEN1" TO 16+81"CEN1" CENTER 21 20
17+13 "CEN1" TO 16+81"CEN1" RIGHT 38 20
17+13 "CEN1" TO 16+81"CEN1" LEFT 8 20
17+13 "CEN1" TO 16+81"CEN1" RIGHT 8 20
17+13 "CEN1" TO 16+81"CEN1" RIGHT 39A 20
17+13 "CEN1" TO 16+81"CEN1" LEFT 39A 20
21+12"CEN1" RIGHT ARROW VIITYPE 1 1
21+12"CEN1" RIGHT ARROW VIIITYPE 1
SC-2 2
18+55"CEN1" LEFT ARROW VIITYPE 1 1
18+55"CEN1" LEFT ARROW VIIITYPE 1
SUBTOTAL 40 100 2 2 2
TOTAL 140 2 2 2

QUANTITIES STAGINGCONSTRUCTION
No.

SHEET STAGE LOCATION MILEPOST

DRUMSTRAFFIC RAMPS

CURBASPHALT

K) (TYPERAILING

TEMPORARY
SIGNS

TEMPORARY

SIDEWALK

CONCRETE
REMOVE

BARRICADE

IIITYPE
TL-2

CUSHION
CRASH

TEMPORARY

REMARKS

EA SQFT EA EA SQYD EA EA
SC-1 1 20+00 "CEN1"STA
80SR 0.23 62 5 6 5 9 2 1
SC-2 2 20+00 "CEN1"STA
80SR 0.23 54 2 7 9 2 2
TOTAL 116 7 13 14 11* 4 1
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249na001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
1 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
SCALE: 1" = 50'
PD-1
R/W
NOTES:
"C
E
3 " L
IN
E
"C
E
4 " L
IN
E
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W

AND SIGN PLAN

PAVEMENT DELINEATION
LEGEND
No.

S1-1

S1-2
S1-4
S1-9 R6-1
BM1

R5-1a
R5-1
F
R
O
M

BM1
BM2
SP1
SP1
R
A
M
P
E
B

E
X
IT

R
A
M
P
E
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B

E
X
IT

R
A
M
P
W
B

E
N
T
R
A
N
C
E

BM1

R9-3
R6-1
BM1

BM1
R9-3
R5-1b
R3-2
M4-4
R2-1
S1-13
R10-11a
R9-3S1-14
F
R
O
M
T
O
S1-15
S1-16
S1-19
S1-20
S1-21
S1-22
S1-23
S1-26
S1-17
S1-27
S1-24
S1-28
R81B(CA)
R81(CA)
R13A(CA)
R9-3
R9-3
R5-1b
FROMTO

S1-5
"CEN1" +96
"CEN1" +25
"CEN1" +27
"CEN1" +82

S1-18

1. 2.

3. R3-1
F
R
O
M
T
O

4. T
O
S1-3
7'
8'
R33A(CA)
R33A(CA)
R33A(CA)
R33A(CA)
SHOWN.

CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE
SIGN DESIGNATED.

DESIGNATED BY (CA) WHICH INDICATES A CALIFORNIA

FEDERAL SIGN DESIGNATIONS ARE SHOWN UNLESS
RELOCATION, OR RESETTING TO REMAIN IN PLACE.

ALL EXISTING SIGNS NOT SHOWN FOR REMOVAL,
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
J
A
C
U
Z
Z
I S
t
P
IE
R
C
E

S
t
S1-6
F
R
O
M
T
O
F
R
O
M
T
O
S1-25
F
R
O
M
T
O
BM1
S
t
S
A
N

L
U
IS

F
R
O
M
T
O
S1-7
S1-8
S1-10
S1-11
S1-12

S8(CA)
S8(CA)
D13-3
G77-4(CA)

S1-30R9-3
R13A(CA)
F
R
O
M
T
O
R9-6
R9-7
R9-6
R9-7
S1-31
LL
S1-29
GP
LL
BM#
S1-32
S1-33R10-15(Mod)

9 29
9 38
LL
"CEN1" +44
"CEN1" +68
"CEN1" +64
"CEN1" +13
"CEN4" +50
12'
12'
12'
12'
21'
(CA)
(CONTINENTAL)
8' CROSSWALK
(CONTINENTAL)

CROSSWALK
(CONTINENTAL)

CROSSWALK
5' SPACING
OBJECT MARKER (TYPE Q) @
(CONTINENTAL)

CROSSWALK

OBJECT MARKER (TYPE Q)

TRAFFIC FLOW

BIKE LANE ARROW

BIKE LANE SYMBOL WITH PERSON

TYPE VII ARROW

TYPE IV ARROW
12" WHITE LIMIT LINE

BIKE EXTENSION MARKINGS

GREEN THERMOPLASTIC PAVEMENT MARKING

TRAFFIC STRIPE DETAIL NUMBER
Beg/END OF TRAFFIC DETAIL

CALIFORNIA SIGN DESIGNATION SUFFIX

EXISTING ROADSIDE SIGN - TWO POST

EXISTING ROADSIDE SIGN - ONE POST

EXISTING ROADSIDE SIGN (SSBM)

RELOCATE ROADSIDE SIGN

REMOVE ROADSIDE SIGN

RESET ROADSIDE SIGN
INSTALL ROADSIDE SIGN PANEL ON Exist POST

ROADSIDE SIGN NUMBER

APPROVED FOR PAVEMENT DELINEATION AND SIGN WORK ONLY
R13A(CA)
R10-24S1-34
R13A(CA)
S1-36
S1-35
CENTRAL Ave
R10-24
S1-37 R10-24
S1-38 R10-24

S1-39R10-24
F
R
O
M
T
O
S1-40
S1-41R10-24
R13A(CA)
S1-49R10-24

CROSSWALK (CONTINENTAL)
S1-48
S1-47
S1-46R10-24
S
t
S
A
N

J
O
A
Q
U
IN

S1-45R10-24
S1-44 R10-24

CROSSWALK (CONTINENTAL)
R10-24 S1-42
GP
R10-24 S1-43
S1-50 R10-24
R10-24
G77-4(CA)
R3-2
M4-4
R2-1(30)
R4-11(Mod)
D3-1(Jacuzzi St)
D3-1(Jacuzzi St)
D3-1(Central)
R13A(CA)
M6-1R
D11-1
R73-3(CA)
X-XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
R
O
U
T
E

8 0
L
IN
E
"I8
0 "
W
B E
B
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nb001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
SP1 DETAIL
(TYPICAL)
(TYPICAL)
5'
4'
4' 4'
BM2 DETAIL
(TYPICAL)
4' 4'
10'
9'
BM1 DETAIL
8'
8'
4'

NO SCALE
PDD-1
R10-15 (Mod)
S1-33
Sta "CEN1" 18+25.00

10.1"

22.7" 13.3"

12.6"
YIELD

SURFACE)
(SKID RESISTANT

PAVEMENT MARKING

THERMOPLASTIC
GREEN

SURFACE)
(SKID RESISTANT

PAVEMENT MARKING

THERMOPLASTIC
GREEN
TO

TURNING

VEHICLES
12"
30"
1"
13"
2"
3"
36"
3" 3"
3"
9"
8' TRAFFIC STRIPE

THERMOPLASTIC
4" YELLOW
STRIPE

THERMOPLASTIC
6" WHITE
STRIPE

THERMOPLASTIC
6" WHITE
"TURNING" 4" UC, SERIES D;
"VEHICLES" 4" UC, SERIES D;

1.9" RADIUS, 0.6" BORDER, 0.4" INDENT, WHITE ON, BLACK
"TO" 4" UC, SERIES D;
SYMBOL RG025 WHITE;
SYMBOL RG025 BLACK;
3"
4" 4" 10"
30"
30"

17.3"
S1-29
Sta "CEN1" 21+69.00
R4-11 (Mod)

SIDEWALK

MAY USE

7.6" 5.3"

2.1"

2.7"

2.2"

0.8"1.9"

6.7"

2.1"

7.1"

2.2"

1.9"

2.9"

2.5"

9.9"

1.9"

7.1" 3.2"

0.6"

3.6"

4.2"

4.3"

2.4"

4.9"

1.4"

1.9"

1.7"6.6"
SYMBOL YIELD RED;

SYMBOL PEDESTRIAN WHITE

AND SIGN DETAILS

PAVEMENT DELINEATION
"USE", 4" UC, SERIES C;
"MAY", 4" UC, SERIES C;
90 DEG ADVANCE TURN ARROW CUSTOM 6.6" x 5.6";

1.9" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON YELLOW
"SIDEWALK", 4" UC, SERIES C

1.9" RADIUS, 0.8" BORDER 0.5" INDENT BLACK ON WHITE;

5.9"

4.8"

4.3" 20.4" 5.3"

5.7"7.9"8.6"

6.8"

3.9" 2.5" 2.5" 3.1"
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

ROADSIDE SIGN QUANITITIES
No.

SHEET
No.

SIGN

DESIGNATION

SIGN PANEL
SIGN
DIM
"C"
LENGTH

POST SIZE AND
SIGN

ROADSIDE INSTALL SIGN ROADSIDE SIGN

RELOCATE

ROADSIDE SIGN
RESET
SIGN

ROADSIDE
REMOVE

WOOD WASTE

TREATED
4"X6" 6"X6" 6"X8" POST
ONE
POST

EXISTING SSBM POST
ONE
POST

TWO SSBM POST
ONE
POST
TWO
POST

METAL SSBM POST
WOOD

INCHES FT EA EA EA EA EA EA EA EA EA EA EA LB
PD-1
S1-1 G77-4(CA) 1
S1-2 R13A(CA) 24 x 36 1
S1-3
R9-7 12 x 18
1 R9-6 12 x 18
S1-4 R33A(CA) 1
S1-5
R2-1(30) 24 x 12
7 16' 1M4-4 24 x 12
R3-2 24 x 24
S1-6 R5-1b 12 x 18 7 12' 1
S1-7
R2-1
1 70M4-4
R3-2
S1-8 R33A(CA) 1
S1-9 R6-1 1
S1-10
R5-1
1 R5-1a
S1-11 R9-3 1
S1-12 S8(CA) 1
S1-13 R33A(CA) 1
S1-14
R9-3
1 R10-11a
S1-15
G77-4(CA)
1 D13-3
S1-16
R9-7 12 x 18
1 R9-6 12 x 18
S1-17 R5-1b 12 x 18 1
S1-18 D3-1 1
S1-19 R13A(CA) 1
S1-20
D3-1
1 D3-1
S1-21
R81(CA)
1 70
R81B(CA)
S1-22
R13A(CA)
1 R9-3
S1-23 R9-3 1
S1-24 R9-3 1
S1-25 S8(CA) 1
S1-26 R33A(CA) 1
S1-27 R3-1 1
S1-28 R6-1 1
S1-29 R4-11(Mod) 30 x 30 7 16' 1
S1-30 R9-3 18 x 18 1
S1-31
D11-1 30 x 24
7 12' 1
M6-1R 24 x 18
S1-32 R13A(CA) 24 x 36 1
S1-33 R10-15(Mod) 30 x 36 1
SHEET TOTAL 4 1 6 2 1 7 5 1 1 3 2 140
PDQ-1

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

ROADSIDE SIGN QUANITITIES
No.

SHEET
No.

SIGN

DESIGNATION

SIGN PANEL
SIGN
DIM
"C"
LENGTH

POST SIZE AND
SIGN

ROADSIDE INSTALL SIGN ROADSIDE SIGN

RELOCATE

ROADSIDE SIGN
RESET
SIGN

ROADSIDE
REMOVE

WOOD WASTE

TREATED
4"X6" 6"X6" 6"X8" POST
ONE
POST

EXISTING SSBM POST
ONE
POST

TWO SSBM POST
ONE
POST
TWO
POST

METAL SSBM POST
WOOD

INCHES FT EA EA EA EA EA EA EA EA EA EA EA LB
PD-1
S1-34 R10-24 9 x 15 1
S1-35 R10-24 9 x 15 1
S1-36 R10-24 9 x 15 1
S1-37 R10-24 9 x 15 1
S1-38 R10-24 9 x 15 1
S1-39 R10-24 9 x 15 1
S1-40 R13A(CA) 24 x 36 1
S1-41 R10-24 9 x 15 1
S1-42 R10-24 9 x 15 1
S1-43 R10-24 9 x 15 1
S1-44 R10-24 9 x 15 1
S1-45 R10-24 9 x 15 1
S1-46 R10-24 9 x 15 1
S1-47 R73-3(CA) 36 x 36 1
S1-48 R13A(CA) 24 x 36 1
S1-49 R10-24 9 x 15 1
S1-50 R10-24 9 x 15 1
SHEET TOTAL 17
SHEET TOTAL PDQ-1 4 1 6 2 1 7 5 1 1 3 2 140
TOTAL 4 1 23 2 1 7 5 1 1 3 2 140
PDQ-2

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

ROADSIDE SIGN PANEL QUANITITIES
NO.

SHEET
NO.

SIGN

DESIGNATION
SIGN

DESCRIPTION

SIGN MESSAGE/
(INCHES)
L X D

PANEL SIZE
(SQFT)

PANEL AREA
COLOR

SHEETING

BACKGROUND

ASTM TYPE

BACKGROUND
COLOR

SHEETING
LEGEND
TYPE
ASTM
LEGEND

OVERLAY

PROTECTIVE
(SQFT)
AREA
PANEL
(.063")

UNFRAMED

REMARKS
PD-1
S1-2 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-3
R9-7 SHARED-USE PATH RESTRICTION 12 x 18 2 WHITE IX BLACK IX X 2 R9-6 BICYCLES YIELD TO PEDS 12 x 18 2 WHITE IX BLACK IX X 2 S1-5
R2-1(30) SPEED LIMIT 30MPH 24 x 30 5 WHITE IX BLACK IX X 5 M4-4 TRUCK 24 x 12 2 WHITE XI BLACK XI X 2
R3-2 NO LEFT TURN SYMBOL 24 x 24 4 WHITE IX BLACK/RED IX X 4 S1-6 R5-1b BICYCLES WRONG WAY 12 x 18 2 RED XI WHITE XI X 2 S1-16
R9-7 SHARED-USE PATH RESTRICTION 12 x 18 2 WHITE IX BLACK IX X 2 R9-6 BICYCLES YIELD TO PEDS 12 x 18 2 WHITE IX BLACK IX X 2 S1-17 R5-1b BICYCLES WRONG WAY 12 x 18 2 RED XI WHITE XI X 2 S1-29 R4-11(Mod) BICYCLES MAY USE SIDEWALK 30 x 30 6 WHITE IX BLACK IX X 6 S1-30 R9-3 NO PEDESTRIAN CROSSING SYMBOL 18 x 18 2 WHITE IX BLACK/RED IX X 2 S1-31
D11-1 BIKE ROUTE 30 x 24 5 GREEN XI WHITE XI X 5
M6-1R RIGHT ARROW 24 x 18 3 WHITE XI BLACK XI X 3
S1-32 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-33 R10-15(Mod) TURNING VEHICLES YIELD TO BICYCLES & PEDS 30 x 36 8 YELLOW/WHITE XI BLACK/RED XI X 8 S1-34 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-35 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-36 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-37 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-38 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-39 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-40 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-41 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-42 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-43 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-44 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-45 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-46 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-47 R73-3(CA) NO U-TURN 36 x 36 9 WHITE IX BLACK IX X 9 S1-48 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-49 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-50 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 TOTAL 84
PDQ-3

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

PAVEMENT DELINEATION QUANITITIES
No.

SHEET STATION LIMITS

DIRECTION
DETAIL No.

NIGHT VISIBILITY)

STRIPE (ENHANCED WET

THERMOPLASTIC TRAFFIC

VISIBILITY)
(ENHANCED WET NIGHT

PAVEMENT MARKING

THERMOPLASTIC

(RETROFLECTIVE)
MARKER

PAVEMENT

OBJECT MARKER (TYPE Q)

DESCRIPTION/COMMENTS
4" 6"
(GREEN)

PAVEMENT MARKING

THERMOPLASTIC
(WHITE)

ARROWS/SYMBOLS/WORDS

LIMIT LINE/CROSSWALK
TYPE D
TYPE G
YELLOW

SOLID YELLOW

SOLID WHITE
(BROKEN)
WHITE

LF LF LF SQFT SQFT SQFT EA EA EA
PD-1
"CEN1" 18+96.00 TO "CEN1" 20+70.00 WB SP1 136
"CEN1" 19+25.17 TO "CEN1" 20+82.37 EB SP1 156
"CEN1" 17+29.36 TO "CEN1" 18+70.15 WB BM1 296 208
"CEN1" 17+66.00 TO "CEN1" 17+94.82 EB BM1 56 48
"CEN1" 18+79.44 TO "CEN1" 18+97.15 EB BM1 32 32
"CEN1" 21+06.86 TO "CEN1" 21+46.72 EB BM1 80 64
"CEN1" 20+64.96 TO "CEN1" 21+28.42 WB BM1 128 96
"CEN1" 17+23.50 TO "CEN1" 17+33.41 NB/SB BM2 156 216
"CEN1" 17+08.37 TO "CEN1" 21+39.82 1440 CROSSWALK (CONTINENTAL) "CEN1" 20+66.97 TO "CEN1" 21+12.43 192 CROSSWALK (8' CONTINENTAL) "CEN1" 17+18.70 TO "CEN1" 17+27.23 NB/SB 28 BIKE LANE SYMBOL WITH PERSON "CEN1" 17+23.50 TO "CEN1" 17+33.41 NB/SB 7 BIKE LANE ARROW SYMBOL "CEN1" 16+44.76 TO "CEN1" 17+13.32 9 72 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 29 68 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 29 69 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 38 70 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 9 64 2
"CEN1" 16+44.79 LL 36 LIMIT LINE
"CEN1" 17+85.38 LL 15 LIMIT LINE
"CEN1" 16+67.19 15 TYPE IV ARROW
"CEN1" 18+64.13 27 TYPE VII ARROW
"CEN4" 03+49.60 27 TYPE VII ARROW
"CEN1" 17+28.28 TO 17+57.92 GP 235
"CEN1" 17+40.41 6 OBJECT MARKER (TYPE Q)
SUBTOTAL 292 137 70 884 899 104 1683 6 4 6
TOTAL 292 1091 899 1787 10 6
PDQ-4

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
08:31
06-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249pa001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
Q-1

SUMMARY OF QUANTITIES
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES TABLE.

No.

SHEET LINE SIDE OFFSET (LF) STATION
(PICKET)
4' SECURITY METAL GATE

REMOVE FENCE

REMOVE GATE

LF EA LF EA
C-1 "CE2" Lt 45.93', 44.87' 3+13.20 TO 3+37.10 26.5
C-1 "CE2" Lt 44.87' 3+37.10 1
C-1, C-2 "CE2", "CE1" Lt 45.03', 13.69' 3+41.12 TO 4+67.07 150.9 C-2 "CE1" Lt 13.69' 4+67.07 1
C-2 "CE1" Lt 13.68', 13.68' 4+71.07 TO 4+89.19 18.1
C-2 "CEN1" Lt 57.10', 50.31' 19+69.68 TO 19+72.98 10.1
C-2 "CEN1" Lt 50.31' 19+72.98 1
C-2 "CEN1" Lt 50.31', 57.11' 19+76.97 TO 19+80.26 10.1
C-1, C-2 "CE3" Rt 35.01', 34.52' 3+36.12 TO 3+58.16 23.5 C-1 "CE3" Rt 34.52' 3+58.16 1
C-1, C-2 "CE3", "CE4" Rt, Lt 34.80', 34.31' 3+62.15 TO 3+49.90 154.7 C-2 "CE4" Lt 34.31' 3+49.90 1
C-2 "CE4" Lt 33.94', 34.18' 3+45.91' TO 3+26.57 21.9
L-2 "CE2", "CE1" Lt 45.76', 11.68' 3+11.52 TO 4+73.63 243.9 L-2 "CEN1" Lt 42.22' 19+11.14 1
L-2 "CE1" Lt 13.65' 4+67.88 1
L-2 "CEN1" Lt 41.92', 42.12' 19+88.35 TO 19+98.28 36.8
L-2 "CEN1" Lt 50.57' 19+98.10 1
L-2 "CE3", "CE4" Rt, Lt 34.12', 35.32' 3+34.26 TO 3+21.54 306.6 L-2 "CE3" Rt 11.21' 3+77.02 1
L-2 "CEN1" Rt 43.82' 20+74.74 1
415.8 5 587.3 5
(PICKET)

SECURITY METAL FENCE
TOTAL

FENCE AND GATE SUMMARY CURB AND GUTTER QUANTITIES
(CURB)

MINOR CONCRETE
(CURB AND GUTTER)

MINOR CONCRETE
L-1, L-2 "CEN1" Lt 38.21', 69.09' 16+97.91 TO 17+36.43 A2-6 3.1 2.5 52.1 L-1, L-2 "CEN1" Rt 41.10', 79.25' 17+08.38 TO 17+63.29 A2-6 4.3 3.5 72.5 L-1, L-2 "CEN1" Rt 70.20', 53.26' 18+02.17 TO 18+06.97 A2-6 1.0 0.9 17.6 L-1, L-2 "CE3" Lt 25.82', 26.83' 3+78.88 TO 3+95.95 A2-6 1.0 0.8 17.1 L-1, L-2 "CEN1" Lt 64.34', 49.41' 17+98.22 TO 18+38.38 A2-6 3.3 2.7 56.3 L-1, L-2 "CE2" Lt 3.83', 12.45' 3+49.47 TO 3+65.33 A2-6 1.1 0.9 18.9 L-1, L-2 "CE3" Rt 6.67', 11.88' 3+77.25 TO 3+94 A2-6 1.0 0.9 17.7 L-1, L-2 "CE1" Lt 6.67', 0.05' 4+35.15 TO 4+49.28 A2-6 0.9 0.8 15.9 L-1, L-2 "CE4" Lt 15.94', 19.09' 3+60.61 TO 3+78.65 A2-6 1.1 0.9 18.7 L-1, L-2 "CEN1" Rt 46.33', 30.15' 21+46.52 TO 21+59.77 A2-6 1.3 1.0 21.3 L-1 "CEN1" Lt 51.59', 43.69' 18+91.71 TO 20+52.70 A1-6 4.3 1.9 L-1 "CEN1" Lt 36.33', 35.38' 18+92.70 TO 20+52.70 A1-6 4.2 1.9 L-1 "CEN1" Rt 41.65', 35.38' 19+18.32 TO 20+86.54 A1-6 4.3 1.9 L-1 "CEN1" Rt 58.43', 52.67' 19+23 TO 20+86.54 A1-6 4.2 1.9 C-1 "CEN1" Rt 38.08', 53.88' 17+39.43 TO 17+58.01 B1-6 1.6 51 0.7

18.7 18.2 51 23.4 308.1
TYPE
CURB

CYSQFT LF
CLASS 2 AGGREGATE BASE
CY

SIDELINE OFFSET (LF)
CY

STATION
TOTAL
(STAMPED CONCRETE)

MINOR CONCRETE

CURB AND GUTTER

REMOVE CONCRETE
*
No.

SHEET
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
19:17
09-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249pa002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
Q-2

SUMMARY OF QUANTITIES
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES TABLE.

PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES

CURB RAMP QUANTITIES
No.

SHEET LINE SIDE (LF)

OFFSET STATION IDENTIFICATION

CURB RAMP
(CURB RAMP)

MINOR CONCRETE

CY CY SQFT EA
C-3 "CEN1" Lt 39.76', 64.71' 17+02.75 TO 17+33.93 #1 AND #2 2.9 1.8 34.8 2 C-4 "CEN1" Rt 46.14', 74.14' 17+14.13 TO 17+55.88 #3 AND #4 3.2 1.8 34.5 2 C-5 "CEN1" Rt 53.26', 50.13' 18+06.97 TO 18+67.72 PASSAGEWAY #1 13.0 8.4 150.5 1 C-6 "CEN1" Lt 50.75', 49.84' 18+05.67 TO 18.37.97 #5 AND #6 2.2 1.1 31.6 2 C-7 "CEN1" Lt 50.13', 50.92' 18+78.05 TO 18+91.76 #7 2.5 1.6 135.1 1 C-8 "CEN1" Rt 43.85', 42.26' 19+10.94 TO 19+18.48 #8 2.2 1.4 89.6 1 C-9 "CEN1" Lt 35.50', 35.50' 20+52.70 TO 20+58.70 #9 0.8 0.4 25.3 1 C-10 "CEN1" Rt 36', 36' 20+86.54 TO 20+93.54 #10 2.5 1.7 115.5 1 C-10 "CEN1" Rt 46.13', 34.01' 21+47.28 TO 21+55.57 #11 1.0 0.6 15.4 1

30.4 18.9 632.4 12

AGGREGATE BASE
CLASS 2

WARNING SURFACE

DETECTABLE

CONSTRUCTION SURVEY

PRE/POST
TOTAL
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES TABLE. *

SIDEWALK QUANTITIES
No.

SHEET LINE SIDE (LF)

OFFSET STATION

TACK COAT

TON CY TON CY CY CY
L-1, L-2 "CEN1" Lt 34.24', 67.60' 16+98.44 TO 17+40.14 10.2 2.5 0.01 7.6 L-1, L-2 "CEN1" Rt 41.10', 79.25' 17+08.38 TO 17+63.29 48.7 12.0 0.06 36.1 L-1, L-2 "CEN1", "CE3" Rt, Lt 70.20', 25.82' 18+02.17 TO 3+78.88 11.6 2.9 0.01 8.6 19.2 8.7 L-1, L-2 "CEN1" Lt 64.34', 49.41' 17+98.22 TO 18+38.38 17.7 4.4 0.02 13.1 4.5 L-1, L-2 "CE2", "CEN1" Lt 3.83', 24.61' 3+49.47 TO 21+44.12 77.4 19.1 0.10 57.3 33.1 L-1, L-2 "CE3", "CE4" Rt, Lt 6.67', 15.94' 3+77.25 TO 3+60.61 5.9 1.5 0.01 4.4 42.7 L-1, L-2 "CEN1" Rt 46.33', 30.15' 21+46.52 TO 21+59.77 7.5 1.9 0.01 5.6

23.4 47.4

18.9 179.1 133.9 0.22 132.7
(TYPE A)

HOT MIX ASPHALT

AGGREGATE BASE
CLASS 2

EMBANKMENT
(N)

CURB RAMP QUANTITIES
TOTAL

CURB AND GUTTER QUANTITIES

SIDEWALK QUANTITIES

EXCAVATION

ROADWAY

SURFACING

REMOVE BASE AND
LANDSCAPE QUANTITIES 81
180.6
No.

SHEET LINE SIDE (LF)

OFFSET STATION
(SIDEWALK)

MINOR CONCRETE

SIDEWALK

REMOVE CONCRETE

CY CY SQYD
L-1, L-2 "CEN1" Lt 38.21', 69.09' 16+97.91 TO 17+36.43 0.6 0.5 32.7 L-1, L-2 "CEN1" Rt 41.10', 79.25' 17+08.38 TO 17+63.29 1.2 0.9 40.8 L-2 "CEN1" Rt 70.20', 42.42' 18+02.17 TO 18+63.97 44.8
L-1, L-2 "CEN1" Lt 64.34', 49.41' 17+98.22 TO 18+38.38 1.2 0.9 28.3 L-1, L-2 "CE2", "CE1" Lt 4.77', 6.67' 3+28.48 TO 4+35.15 27.5 20.6 134.3 L-1, L-2 "CE3", "CE4" Rt, Lt 6.67', 19.09' 3+77.25 TO 3+78.65 32.4 24.3 148.8 L-1, L-2 "CEN1" Rt 46.33', 30.15' 21+46.52 TO 21+59.77 0.3 0.2 6.9

63.2 47.4
*

AGGREGATE BASE
CLASS 2
TOTAL
STAGE CONSTRUCTION AND TRAFFIC HANDLING QUANTITIES 11
447.8
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION

CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
E-1
LEGEND:

INDEX OF ELECTRICAL SYSTEMS PLANS:

DESCRIPTION:SHEET No.:

SYSTEMS PLAN

ELECTRICAL

ELECTRICAL SYSTEMS

MODIFYING LIGHTING SYSTEMS

ELECTRICAL SYSTEMS

NO SCALE

NOTES, LEGEND, AND ABBREVIATIONS

INDEX OF ELECTRICAL SYSTEMS PLANS,
E-1
E-2
E-3 TO E-4 REMOVING SIGNAL AND LIGHTING SYSTEMS
SIGNAL AND LIGHTING SYSTEMSE-5 TO E-8
1 RC
2 4
3 22 EXISTING DETECTORSAB
ASSEMBLY WITH MODEL 332L CABINET.

INSTALL DEPARTMENT-FURNISHED MODLE 2070 CONTROLLER23
24 REUSE EXISTING CONDUCTORS FROM CONDUIT RUN 7
25 REUSE EXISTING CONDUCTORS FROM CONDUIT RUN 15
26 REUSE EXISTING CONDUCTORS FROM CONDUIT RUN 18
27 REMOVE EXISTING CONDUCTORS AND INSTALL NEW CONDUCTORS 28 29 INSTALL R10-24 SIGN ABOVE APS PUSH BUTTON SIGN
30 INSTALL R13-A(CA) WITH AN ASTROBRAC
PART OF BID ITEM SIGNAL AND LIGHTING SYSTEMS.

NEW: Exist:
70 W LED WALLPACK
LEGEND:

ED-1 ELECTRICAL SYSTEMS DETAILS
EQ-1 ELECTRICAL SYSTEMS QUANTITIES
HEIGHT
INSTALL 70 WATT LED WALLPACK LUMINAIRE WITH A 14' MOUNTING

EXISTING LUMINAIRE
INSTALL 1" TYPE 1 SURFACE MOUNTED CONDUIT WITH 2#8(LTG) 31 INSTALL R73-3 WITH AN ASTROBRAC

WALLPACK
INSTALL R10-15(CA)(MOD) BLANKOUT SIGN
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
R
R
6 1
5 2
3 4
16 20 23
7 8
9 1 2
1 4
2 3
4 4
5 6
2 3
4 2
4 3
4 R
R
SCALE: 1" = 50'
E-2
R/W
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
T
R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
S
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

1 3
7 .4
5 '

SYSTEMS

MODIFYING LIGHTING

APPROVED FOR ELECTRICAL WORK ONLY
3 3 3
1 3
AB
CB
CB
2 2 2
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
2 2
SYSTEM No. 28-080-00275
(120/240 V)
EQUIPMENT ENCLOSURE No. (00275)

EXISTING TYPE III-CF SERVICE
NOTES:

UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 8
9 3
4 4
3 4
SCALE: 1" = 20'
E-3
NOTES:

R/W
R/W
R
/
W
R/W
R/W
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"CEN1" LINE

CENTRAL AVENUE
J
A
C
U
Z
Z
I S
T
R
E
E
T
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B

AND LIGHTING SYSTEMS

REMOVING SIGNAL
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

APPROVED FOR ELECTRICAL WORK ONLY
RS
RS
RS
RS
22 RC
AB
AB
AB
22 4
22 4
RC
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (E-4)
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
3 4
20 1 2
4 3
4 4
SCALE: 1" = 20'
E-4
R
/
W
"CEN1" LINE

CENTRAL AVENUE
"C
E
3 " L
IN
E
W
B E
B
R
A
M
P
E
B

E
N
T
R
A
N
C
E

"I8
0 " L
IN
E
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
R
/
W
R/W
R/W
R/W
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

NOTES:

AND LIGHTING SYSTEMS

REMOVING SIGNAL
22 APPROVED FOR ELECTRICAL WORK ONLY
RS
RCAB
AB
AB
RC
RC
RS
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (E-3)
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua005.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 8
9 3
4 4
3 4
SCALE: 1" = 20'
E-5
NOTES:

R/W
R/W
R
/
W
R/W
R/W
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"CEN1" LINE

CENTRAL AVENUE
J
A
C
U
Z
Z
I S
T
R
E
E
T
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

APPROVED FOR ELECTRICAL WORK ONLY
A
SYSTEM No. 28-080-00275
(120/240 V)
Á4
4I6L
4I6U
EQUIPMENT ENCLOSURE No. (00275)

EXISTING TYPE III-CF SERVICE

CONTROLLER ASSEMBLY
EXISTING MODEL 170
c
D E
F
G
H
J
i
K
lm
n
O
pq
R
OLA
OLA
PV
PV
PV
Á4PÁ6P
Á6P
Á6P
Á6P
Á6
Á1
Á6 Á6
Á1
OLC
Á4
Á4
4I7U
Á4
Á4
Á2
Á2
Á5
Á4
Á3
Á3
OLB
OLB
Á3
3I5L 3I5U

LIGHTING SYSTEM

SIGNAL AND
3I9L 3I8U
Q
dh
dh
CB
CB
CB
Á2P
Á2P
Á2P
Á2P
Á4P
dh
1 2
3 4
6 7
8 9
5J1U
2I4U
2I4L
10 11
12 13
15 14
16 1I1U
6J4U
6J4L
17 18
19 20
21 22
X
CC
27 23
24 CB
25 26
27 SC
28 29
Á4
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
b
3028
BC
3028
31 Á6Á5 Á7 Á8
Á4Á3Á2Á1
SC
27 27
27 27
27 27
2727
27 30
SC
27 27
2727

PHASE DIAGRAM
OLC
OLA
Á6P
OLB
Á2P*
Á4P
(LPI) OF 7 SECONDS FOR PHASE 2P

MODIFED TO ADD A LEAD PED INTERVAL
*TRAFFIC SIGNAL PHASING SHALL BE
5 JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
OLC
PV
MATCH LINE (E-7)
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:07
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua006.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
E-6APPROVED FOR ELECTRICAL WORK ONLY

LIGHTING SYSTEM

SIGNAL AND

POLE AND EQUIPMENT SCHEDULE

CONDUCTOR AND CONDUIT SCHEDULE
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
1 29
29 29
29 29
29 29
29 29
29 (N) = NEW

ALL CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED
POLE

STANDARD MOUNTING

VEH SIGNAL

MOUNTING
SIGNAL

PED APS
(WATTS)

LED LUM

POLE LOCATION REMARKS

TYPE SMA LMA ARM

MAST POLE PHASE ARROW A B
A 24-3-100(N) 35 12 2-MAS SV-1-T SP-1-T 137 W X' X'
b Exist 1-MAS SV-2-TA Exist Exist
c Exist TP-1-T 6 Exist Exist
D 1-A(N) SV-1-T SP-1-T 6 X' X'
E 24-3-100(N) 35 12 2-MAS SV-1-T SP-1-T 150 W X' X'
F PBA POST(N) 6 X' X'
G PBA POST(N) 6 X' X'
H 15TS(N) 12 150 W X' X'
i Exist 1-MAS SV-2-TA SP-1-T Exist Exist
J PBA POST(N) 2 X' X'
K 15TS(N) 2 150 W X' X'
l Exist 1-MAS SV-1-T SP-1-T Exist Exist
m Exist 1-MAS SV-2-TA SP-1-T Exist Exist
n Exist SV-1-T 2 Exist Exist
O PBA POST(N) 2 X' X'
p Exist 1-MAS SV-1-T SP-1-T 150 W Exist Exist
q Exist SV-1-T SP-1-T Exist Exist
R PBA POST(N) 4 X' X'
(N) = NEW

ALL POLES ARE EXISTING UNLESS OTHERWISE NOTED

NO SCALE
AWG CIRCUITS CIRCUIT 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 30 No. 14 CONDUCTORS
1 3(N) 3(N)3(N) 3(N)
2 6(N) 3(N) 3(N) 6(N)6(N) 6(N)
3 6(N) 3(N)3(N)6(N) 6(N)6(N) 6(N)
4 3 3 6/6(N) 3(N) 3(N) 6(N) 6(N)6(N) 6(N)
5 3(N) 3(N)3(N) 3(N)
6 3(N) 3(N)3(N) 3(N)
OLA 3 3 3 3
OLB 3(N) 3(N)3(N)3(N) 3(N)3(N) 3(N)
OLC 3 3 3 3 3(N) 3(N)
2P 2(N) 2(N) 2(N) 2(N) 2(N)2(N)2(N) 2(N)2(N) 2(N)
4P 2 2/2(N) 2(N) 2(N) 2(N)2(N) 2(N)
6P 2 2 2 6 2(N)2(N) 2(N)
SPARES 3 3 3 3 3 3 3(N) 3(N) 3(N) 3(N)3(N)3(N) 3(N)3(N) 3(N)3(N) 3(N) TOTAL

SIGNAL CABLE

PEDESTRIAN
ACCESSIBLE 2P 1(N)1(N) 1(N)1(N) 1(N)
4P 1(N)
6P 1 1(N) 1(N) 1(N)
No. 8 CONDUCTOR SAFETY LIGHTING 2 2 2 2 2(N) 2(N) 2(N) 2(N 2(N)2(N)2(N)2(N)2(N) 2(N)2(N) 2(N) No. 8 CONDUCTOR SERVICE 2 2 2 2(N)2(N) 2(N)2(N) 2(N)
DLC
1I1U 1(N) 1(N) 1(N)1(N) 1(N)1(N) 1(N)
2I4U 1(N) 1(N) 1(N) 1(N) 1(N) 1(N)1(N) 1(N)
2I4L 1(N) 1(N) 1(N) 1(N) 1(N) 1(N)1(N) 1(N)
3I5U 1(N) 1(N) 1(N) 1(N)
3I5L 1(N) 1(N) 1(N) 1(N)
3I8U 1(N) 1(N) 1(N)
3I9L 1(N) 1(N) 1(N)
4I6U 1 1 1
4I6L 1 1 1
4I7U 1(N) 1(N)1(N) 1(N)1(N) 1(N)
5J1U 1(N) 1(N) 1(N) 1(N) 1(N) 1(N)1(N) 1(N)
6J2U 1(N) 1(N)1(N)1(N)1(N)1(N) 1(N)
6J2L 1(N) 1(N)1(N)1(N)1(N)1(N) 1(N)
6J4U 1(N) 1(N) 1(N)1(N) 1(N)
6J4L 1(N) 1(N) 1(N)1(N) 1(N)
TOTAL 2 0 0 4(N) 0 0 2 2/15(N) 3(N) 0 3(N) 0 3(N) 1(N)4(N) 1(N) 0 0 1(N)1(N) 0 5(N)5(N)2(N)4(N)2(N)4(N)8(N)11(N) EVUC 2(N)
VIDEO DETECTION 1 1 1/3(N) 1(N)1(N) 2(N)
6 PAIR SIC 1(N) 1(N) 1(N) 2(N)2(N) 1(N)1(N) 1(N) 1(N)
BLANKOUT SIGN 1(N) 1(N)1(N) 1(N)
CONDUIT SIZE EX EX EX EX 2" EX EX EX EX 2" EX 2" EX EX EX EX 2" EX EX EX 2" EX 3" 2" EX EX EX 3" 4" EX

CONDUIT FILL RATIO
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua007.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
3 4
20 1 2
4 3
4 4
SCALE: 1" = 20'
E-7
R
/
W
"CEN1" LINE

CENTRAL AVENUE
"C
E
3 " L
IN
E
W
B E
B
R
A
M
P
E
B

E
N
T
R
A
N
C
E

"I8
0 " L
IN
E
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
R
/
W
R/W
R/W
R/W
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

NOTES:

APPROVED FOR ELECTRICAL WORK ONLY
dh
a
E
b
c
d
f
G
8J8U 8J8L 8J7L
dh
SC
dh
dh
Á2
Á2
Á5
Á2P
Á2P
Á5
Á8
Á8
Á6
Á6
Á8
BC
23 Á6P
Á6P

LIGHTING SYSTEM

SIGNAL AND
5I9U
2I4U
2I4L
6J4L
6J4U
Á8
1 2
3 4
6 5
7 8
X
CC
27 9
10 11
6J2U
6J2L
12 13
29 29
29 29
2830
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
CBSC
27 14
Á6Á5 Á7 Á8
Á4Á3Á2Á1

PHASE DIAGRAM
Á6P
Á2P
*
(LPI) OF 7 SECONDS FOR PHASE 6P

MODIFED TO ADD A LEAD PED INTERVAL
*TRAFFIC SIGNAL PHASING SHALL BE
27 27
27 27
27 SC
27 1527
6(E)
X
CC
16 JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (E-5)
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:10
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua008.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
E-8APPROVED FOR ELECTRICAL WORK ONLY

LIGHTING SYSTEM

SIGNAL AND

NO SCALE

POLE AND EQUIPMENT SCHEDULE

CONDUCTOR AND CONDUIT SCHEDULE
1 1
(E) = Exist

ALL CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED
(N) = NEW

ALL POLES ARE EXISTING UNLESS OTHERWISE NOTED
POLE

STANDARD MOUNTING

VEH SIGNAL

MOUNTING
SIGNAL

PED APS
(WATTS)

LED LUM

POLE LOCATION REMARKS

TYPE SMA LMA ARM

MAST POLE PHASE ARROW A B
a Exist SV-2-TA SP-1-T Exist Exist
b Exist 1-MAS SV-2-TA SP-1-T 6 150 W Exist Exist
c Exist 2-MAS SV-1-T 150 W Exist Exist
d Exist SP-1-T Exist Exist
E PBA POST(N) 4 X' X'
f Exist TV-1-T Exist Exist
G 15TS(N) SP-1-T 2 150 W X' X'
AWG CIRCUITS CIRCUIT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 No. 14 CONDUCTORS
1 2 3 3 3 3 3
3 4
5 3 3 3 3 6 6 3
6 3 3
7 8 3 3 3 3 3 6 6 3
OLA
OLB
OLC
2P 2 2 2 4 4 4 4
4P
6P 2 2 4 4
SPARES 3 3 3 3 3 3 3 3 3 3
TOTAL

SIGNAL CABLE

PEDESTRIAN
ACCESSIBLE 2P 1 1
4P
6P
No. 8 CONDUCTOR SAFETY LIGHTING 2 2 2 2 2 2 2 2 2
No. 8 CONDUCTOR SERVICE 2 2
DLC
2I4U 1 1 1 1
2I4L 1 1 1 1
5I9U 1 1 1 1
6J2U 1 1 1
6J2L 1 1 1
6J4U 1 1 1 1 1
6J4L 1 1 1 1 1
8J7L 1 1 1
8J8U
8J8L 1 1
TOTAL
EVUC 1 1 2 2 2 2
VIDEO DETECTION 1 1 1 1 2 2 1
6 PAIR SIC 1
BLANKOUT SIGN 1 1
CONDUIT SIZE EX EX EX 2" EX EX EX EX 3" 3" 2" 2" 2-4" EX EX 3"

CONDUIT FILL RATIO
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION

Richmond City CouncilSeptember 23, 2025

Richmond City Council
September 23, 2025