Embed Size (px)
Citation preview
GR
AN
T
WIL
CO
X
x
x
x
CA
LT
RA
NS
DE
SI
GN
OV
ER
SI
GH
T
AP
PR
OV
AL
RE
GIS
TR
ATI
ON
No.
DA
TE
SI
GN
ED
LIC
EN
SE
EX
P
DA
TE
x
x
x
x
x
LA
ST
RE
VISI
ON
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
SHEET
DEL NORTESISKIYOU MODOC
HUMBOLDT
TRINITY SHASTA LASSEN
TEHAMA
MENDOCINOGLENN BUTTE
PLUMAS
SIERRA
NEVADA
PLACER
YUB
A
COLUSA
LAKE
YOLO
NAPASONOMA
EL DORADO
MARIN
AMADORALPINE
CAL
AVER
AS
CONTRACOSTA
TUOLUMNEMONO
SANTACLARA
SANTA CRUZ
ST
ANIS
LA
US
MARIPOSA
MERCED
MA
DER
A
FRESNO
MONTEREY
INYO
TULARE
KINGS
OBISPO KERN
SANTA
BARBARA
VENTURA
LOS ANGELES
SAN BERNARDINO
RIVERSIDE
IMPERIALSAN DIEGO
ORANGE
SOLANO
ALAMEDA
ME
NT
O
SA
CR
A-
JO
AQ
UINS
AN
SAN
BENITO
SAN
LUIS
SU
TT
ER
SAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTETOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
POST MILESNo.
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
INDEX OF PLANS
TI
ME
PL
OT
TE
D
=>
R
R
06-29-15
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
PLANS APPROVAL DATE
RE
GIS
TE
RE
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
No.
Exp.
CIVIL
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
DATE
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
CONTRACT No.
PROJECT ID
PROJECT NUMBER & PHASE
04-1J5904
UNIT0414000286ab001.dgn
s131681USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHESCALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 0686
ST
AT
E
ST
AN
DA
RD
S
AN
D
PR
AC
TI
CE
S
AN
D
TH
AT
TE
CH
NI
CA
L
OV
ER
SI
GH
T
WA
S
PE
RF
OR
ME
D.
AP
PR
OV
ED
AS
TO I
MP
AC
T
ON
ST
AT
E
FA
CI
LI
TI
ES
AN
D
CO
NF
OR
MA
NC
E
WIT
H
AP
PLIC
AB
LE
04 SM 1
IN SAN MATEO COUNTY
04140002861
WALNUT CREEK, CA 94596SUITE 1081243 ALPINE ROADWRECO
BORDER LAST REVISED 10/4/2013
32.0/32.2
REDWOOD CITY, CA 940632ND FLOOR455 COUNTY CENTERCOUNTY OF SAN MATEO
0 1 2 3
09-30-16
WILCOXGRANT M.
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010
SHEET No. DESCRIPTION
1 27
ROUTE 1
"SB" LINE
0414000286
IN EL GRANADA NEAR HALF MOON BAY
4/23/15
NO SCALE
OBISPO Rd
CABRILLO Hwy
OBIS
PO Rd A
ve
AL
HA
MBR
A
CABRILLO Ave
SANTA MARI
A Av
e
CO
RO
NA
DO St
ISABELL
A
Ave
TH
E
AL
AME
DA
PAL
MA St
TO San Francisco
PO
RT
OL
A
Ave
CO
RO
NA
DO St
8
9
10
1
2
3
4
49875
TITLE AND LOCATION MAP
TYPICAL CROSS SECTIONS
LAYOUTS
PROFILE AND SUPERELEVATION DIAGRAM
CONSTRUCTION DETAILS
WATER POLLUTION CONTROL PLAN AND QUANTITIES
CONTOUR GRADING PLANS
CONSTRUCTION AREA SIGNS
TRAFFIC HANDLING PLANS
SUMMARY OF QUANTITIES
REVISED STANDARD PLANS
CO
NS
UL
TA
NT
DE
SI
GN
EN
GI
NE
ER
TO Half Moon Bay
THE STANDARD PLANS LIST APPLICABLE TO THIS
CONTRACT IS INCLUDED IN THE NOTICE TO
BIDDERS AND SPECIAL PROVISIONS BOOK.
Half Moon Bay
STA "SB" 10+00 PM 32.1
BEGIN CONSTRUCTION
STA "SB" 14+18.78 PM 32.0
END CONSTRUCTION
Sta "SB" 14+50.00
End Work
Sta "SB" 8+00
Begin Work
CA
ND
AC
E
KO
SI
OR
56673
6-30-17
6-29-15
1
2
3 - 4
5
6 - 10
11 - 13
16
17 - 18
19
25 - 27
ACNHP-P001(598)E
June 29, 2015
14 - 15
20 - 24
DETAILS AND QUANTITIES
EROSION CONTROL LEGEND, PLANS, TO CORONADO STREET INTERSECTION
FROM 0.2 MILE WEST
1.8’
CL
CL
OG
2%
OG
1:1
1:1
OG
OG
"SB" 10+00 TO 12+00
Var
TYPICAL CROSS SECTIONS
X-1
~
~
FABRICRSP
STEEPER THAN 4:1.EXTEND SUBBASE MATERIAL TO FILL SLOPE WHENEVER FILL SLOPE IS
SUPERELEVATIONS AS SHOWN ON THE SUPERELEVATION DIAGRAMS.
SUBJECT TO TOLERENCES SPECIFIED IN THE STANDARD SPECIFICATIONS.DIMENSION OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE
3.
2.
1.
2%
FLATTER
2:1 OR
"SB" 12+00 TO 14+18.78
METHOD A)(2-TON, RSP
RSP (BACKING No. 1 METHOD B)
2 27
R/W
R/W
FLATTER
2:1 OR
5.25’
NATIVE BACKFILL
~
~
~
BACKFILLNATIVE
2%
2%
2%
2%
ETW ES
LC Hwy 1
LC Hwy 1
ETW ES
NO SCALE
"SB" LINE
"SB" LINE
2’
5’
NOTES:
NATIVE BACKFILL
NATIVE BACKFILL~
ROUTE 1
ROUTE 1
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ca001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
9/30/16
WILCOXGRANT M.
1
49875
0686
Var
8’
Var
20.0’ TO 28.5’66.5’ TO 78.7’
10.5’4.8’ TO
0.35 AB (CLASS 2)0.20 HMA (TYPE A)
6.7’ TO 5.4’Var
CURBExist
12.7’ TO 6.7’Var
4.8’1.1’ TO
Var
8’
Var Var
59.2’ TO 66.5’
Var
29.0’ TO 13.4’
0.35 AB (CLASS 2)0.20 HMA (TYPE A)
CURBExist
2’10’
Var 10’
2’
2’
4/23/15
6-29-15
06-29-15
4
5
6
7
8
6
4
5
86
4
9
15
16
10
20
12
14
16
18
20
10
20
20
18
20
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ea001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
LAYOUT
L-
SCALE: 1" = 20’
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
Dbl 10’ x 6’
RC
B
ROUTE 1
98 9
"SB" 10+48.88 EC
"SB" 11+63.52 BC
10
1
2
CONFORM
BEGIN TRAIL
"SB" 10+00
"SB" 10+41.31 BC
"SB" 11+67.25 EC
1
R/W
R/W
R/W
"SB" LINE
1
CURVE DATA
1
ESES
ES ES
RSP
R/WF
ENGINEER RECOMMENDATIONS.LIMITS OF RSP TO BE ADJUSTED IN THE FIELD PER
3 27
FR
OM
FROM
TO GRADE
ADJUST PULL BOX
7.00’ Lt "SB" 11+18.62
TO GRADE
ADJUST PULL BOX
8.01’ Lt "SB" 12+09.95
RELOCATE ROADSIDE SIGN
8.04’ Rt "SB" 10+48.28
6.74’ Rt "SB" 10+48.20
TO
RELOCATE ROADSIDE SIGN
7.34’ Rt "SB" 11+04.46
5.62’ Rt "SB" 11+04.22
TO
2
7.57’
2
CALTRANS DRAINAGE EASEMENT
NOTES:
LEGEND:
N-COORDINATER T E-COORDINATENo. L
ETW
BEGIN STAIRCASEETW
ETW
ETW
MA
TC
H
LI
NE
CALTRANS DRAINAGE EASEMENT
#
1.87’ 3.73’
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
4/23/15
02^ 04’ 25"
NB
SB
2.
1.
ENGINEER SHALL DETERMINE EXACT LOCATION IN THE FIELD.LOCATION OF STAIRCASE SHOWN ON THE PLAN IS APPROXIMATE.
NEW PAVEMENT
ESA
6-29-15
0’ Rt "SB" 1+65.40
END STAIRCASE
0’ Rt "SB" 11+71.40
BEGIN STAIRCASE
33.87’ Rt "SB" 11+65.85
END STAIRCASE
33.86’ Rt "SB" 11+71.3
06-29-15
E 5990331.68
N 2010737.80
"SB" 8+00.00 POT
100.29’
103.18’
04^ 19’ 28" 3.79’ 2010540.87
2010657.44
5990503.46
5990705.83
S 61̂ 24’ 53" E 199.03’
S 59̂ 20’ 28" E 114.64’
S 63̂ 39’ 53" E 214.31’
5
6
7
8
9
10
11
1520
18
19
20
22
21201918
17
16
1718
19
202122
2320
1510
15
17
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ea002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
LAYOUT
L-
SCALE: 1" = 20’
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
"SB" 13+66.28 BC
"SB" 13+83.56 EC
3
4
F
ROUTE 1
2
R/W
R/W
R/W
R/W
R/
W
R/
W
ES
ES
ES
ES
F
4 27
TO GRADE
ADJUST PULLBOX
9.91’ Lt "SB" 12+92.95
3
3 2010383.808.66’
IN PLACE
PROTECT PULLBOX
20.14’ Lt "SB" 14+38.57
IN PLACE
PROTECT PULLBOX
25.37’ Lt "SB" 14+66.08
"SB" LINE
CALTRANS DRAINAGE EASEMENT
CURVE DATA
N-COORDINATE E-COORDINATET L RNo.
ETW
ETW
ETW
CONFORM+18.61
ETW
MA
TC
H
LI
NE P
5990783.38
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
SB
NB
#
100’
SEE SHEET L-1
FOR NOTES, AND LEGEND,
6-29-15
06-29-15
17.25’9^ 53’ 45"
S 51̂ 31’ 08" E 66.45’
S 61̂ 24’ 53" E 199.03’
20
"SB" LINE
1
0%
-5%
0%
PROFILE
"SB" LINE AXIS OF ROTATION
0.69% 0.62% 0.40% 0.05%
PS-
SUPERELEVATION DIAGRAM
PROFILE AND
SCALE:
2% Lt TRAVELED WAY & SHOULDER
2% Rt TRAVELED WAY & SHOULDER
Elev 21.00
Elev 21.62
Elev 20.31
10
626
378
0
20
0
5% 5%
-5%
5 27NOTE:
ALL ELEVATION ARE BASED ON NAVD 1988.
10 1 2 3 14
40 40
+00
+00
+00
+19
Elev 22.21
Elev 22.25
Horiz 1" = 20’
FG
OG
+47.86
1 2 3 4
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286fb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM
TOTAL
Exc
Emb
CY
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
49875
WILCOXGRANT M.
1
041400028610686
4/23/15
SUPERELEVATION
Vert 1" = 20’
6-29-15
06-29-15
27
1
6"
9’-0"
6
(SEE GRADING PLAN)FINISHED GRADE
EL = 21.0–
11’-0"
#5 STIRRUP @ 12
#5 Tot 6
Min2" Clr
3" Clr1’-0"
9’-0"
#4 @ 12 Opt Const Jt
1’-0"
#5 Tot 2
#5 @ 12
1’-
6"
1’-0"
#5 @ 12
Top & Btm#5 @ 6
3" Clr
4’-0"
EL = 10.0–
BOTTOM OF FOOTING
#5 Tot 8
PART ELEVATION3
C-3
2
C-3
6"
Min
1
1
UON
2" Clr
"SB" LINECL
CAP, TypHANDRAIL 1
C-2
1’-6"
1’-0"
8’-6"
SEE NOTE 32.0%
FROM WOOD STAIRS AND AVOID PONDING AT PATH INTERFACE.
3. SLOPE LANDING SURFACE AS NEEDED TO DIRECT WATER WAY
FOR "ABBREVIATIONS" AND "SYMBOLS" SEE SHEET C-5.2.
"MECHANICAL FASTNER NOTES" SEE SHEET C-4.
MINIMUM NAILING SCHEDULE", "CONCRETE NOTES", AND
FOR "PROJECT DESIGN CRITERIA", "FRAMING NOTES",1.
6"
3" Clr
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ga001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/15
CONSTRUCTION DETAILS
C-THIS PLAN ACCURATE FOR CONSTRUCTION WORK ONLY
JO
HN
BIS
HO
P
BISHOP
JOHN S.
STRUCTURAL
0686
4059
4/23/15
NOTES:
WOOD STAIR UPPER LANDINGSCALE: 1" = 1’
BIKEPATH
TOP OF SLOPE
6-29-15
RSP (BACKING No. 1, METHOD B)
RSP (2-TON, METHOD A)
06-29-15
2
4
7 27
C HANDRAIL POST, TypL
HANDRAIL POST SPACING
HANDRAIL CAP1
C-2
2’-0" 6 @ 3’-0"
UO
N
6"
Min
S.S. AB, DOUBLE NUT
10-�"É x 1’-1"
SEE NOTE 1
7"
#5 @ 12
1’-0"
4’-0"
EL = 5.5–
BOTTOM OF FOOTING
UON
2" Clr
2’-0" 1’-0"
6"
Min
2" Clr
#4 @ 12
SLOPE TO DRAIN
1’-3�"
@ 12
#5 STIRRUP
#5 Tot 6
3’-6"
Elev=10.0–
FG
1’-6"
2’-0"
1’-0"
BOLT, DOUBLE NUT, Typ
�"É x 9" S.S. THRU
4�"
Typ Ea BLOCK
AB SPACING
HANDRAIL CAP, Typ
6’-0" Clr
2x PT EDGE TOE BOARD
(5" Min WIDTH)
2 x PT PLANK
PER HANDRAIL POST
3-3" WOOD SCREWS
ROD, DOUBLE NUT
�"É Cont S.S. THREADED
#4 @ 12
DOUBLE NUT, Tot 10
�"É x 1’-1" S.S. AB,
LANDING WIDTH
8’-0"
5"
Eq SPACE
2 x PT STRINGER
3" WOOD SCREW PER
WOOD STAIR LOWER LANDING
4C-2
6 x 10 PT BLOCK, Typ
SHIM WASHER, Typ
�"x 2" x 2" S.S.
6 x 10 PT BLOCK, Typ
SHIM WASHER, Typ
�" x 2" x 2" S.S.
3"
1"
Top & Btm
#5 @ 6
3" Clr
#5 Tot 8
3" Clr
1
C-2
HANDRAIL CAP1
3" Clr
PT 2 x 4
AVOID SPLITTING)
@ 6" OC (PREDRILL TO
4d Galv FINISH NAILS
DIAMETER)
2 x 4 ( 2’ Max, 1.25" Min
GLUE AND NAIL TO PT
HARDWOOD RAILING CAP
CONSTRUCTION JOINT
OPTIONAL
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ga002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/15
CONSTRUCTION DETAILS
C-THIS PLAN ACCURATE FOR CONSTRUCTION WORK ONLY
JO
HN
BIS
HO
P
BISHOP
JOHN S.
STRUCTURAL
0686
4059
4/23/15
WOOD STAIR LOWER LANDING
SCALE: 1"= 1’
MEASURED TO CENTERLINE OF AB AND END OF WALL TIE.
FOR WOOD STAIR DETAILS NOT SHOWN, SEE SHEET C-3.
FOR "PROJECT DESIGN CRITERIA", "FRAMING NOTES",
MINIMUM NAILING SCHEDULE", "CONCRETE NOTES", AND
FOR "ABBREVIATIONS" AND "SYMBOLS" SEE SHEET C-5.
1.
2.
3.
4.
"MECHANICAL FASTNER NOTES" SEE SHEET C-4.
NOTES:
TOP OF SLOPE
6-29-15
06-29-15
3
8 27
1"
3"
DOUBLE NUT Tot 7
EMBED 6" INTO Conc,
�"É x 12" S.S. AB,
(WIDTH OF LANDING AND LEDGER LENGTH)
8’-0"
4 @ 1’-2�" = 4’-9"1’-1�"
5 @ 1’-2�" = 5’-11�"
1’-1�" AB SPACING
HANGER SPACING
Typ
1’-�"
Typ
6"
SCREWS PER HANGER
USE 28-SDS�"x2�" S.S.
AND 27°DOWNSLOPE), Tot 6
MODIFIED FOR 3.43 WIDTH
LGU 3.63-SDS (Galv AND
6’-0" Clr
(5" Min WIDTH)
2 x PT PLANK
Ea STRINGER, Typ
3" WOOD SCREW,2 x PT TOE BOARD
5 Eq SPACES
Tot 3 PER POST
3" WOOD SCREWS,
PER HANDRAIL POST, TYP
THRU BOLTS, Tot 2
�"É x 9" S.S.
1’-0"
HANDRAILING POST, Typ
UON
3’-0", Typ
2-10d TN, Typ
Typ
Tot 3 PER POST,
3" WOOD SCREWS,
2 x PT TOE BOARD
(5" Min WIDTH)
2 x PT PLANK
A44 FRAMING ANGLE, Typ
HANDRAIL CAP
Typ
12" RUN,
THRU BOLTS, UON
�"É x 5" S.S.
Typ
RIS
E,
6"
7�
"4"
1�
"
TH
RU
BO
LT
S
�"É x 9" S.S.
3"
6�
"
Min5"
Ea 2 x STRINGER, Typ
3" WOOD SCREW,
1’-1�"
1. FOR "PROJECT DESIGN CRITERIA", "FRAMING NOTES",
2. FOR "ABBREVIATIONS" AND "SYMBOLS" SEE SHEET C-5.
PART ELEVATION
SCALE: 1�"= 1’-0"
LEDGER ATTACHMENT DETAIL
SCALE: 1"= 1’-0"
STAIR SECTION
SCALE: 1�"= 1’-0"
2
1
C-2HANDRAIL CAP, Typ
PT 2 x 4
POST, Typ
4 x 4 PT HANDRAIL
2 x PT EDGE TOE BOARD
(RIPPED TO 12" DEPTH)
4 x 14 x 8’-0" PT LEDGER
POST, Typ
4 x 4 PT HANDRAIL
2-2 x 14 PT WOOD, Tot 6
WT 9 x 17.5 (Galv) AND
BUILT-UP STRINGER WITH
2 x PT EDGE TOE BOARD
SHIM WASHER, Typ
�" x 2" x 2" S.S.
(RIPPED TO 12" DEPTH)
4 x 14 x 8’-0" PT LEDGER
3’-6"
28-SDS�" x 2�" S.S. SCREWS
AND 27°DOWNSLOPE), USE
MODIFIED FOR 3.43 WIDTH
LGU 3.63-SDS (Galv AND
3
2-2 x 14 PT WOOD
WT 9 x 17.5 (Galv) AND
6-BUILT-UP STRINGERS WITH
"MECHANICAL FASTNER NOTES" SEE SHEET C-4.
MINIMUM NAILING SCHEDULE", "CONCRETE NOTES", AND
Typ.
DOUBLE NUT
EMBED 6" INTO Conc,
7-�"É x 12" S.S. AB,
�" WOOD SHIM (PT)
SBV BRACKET ANGLE
CL
CL
1
C-2
6"
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ga003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/15
CONSTRUCTION DETAILS
C-THIS PLAN ACCURATE FOR CONSTRUCTION WORK ONLY
JO
HN
BIS
HO
P
BISHOP
JOHN S.
STRUCTURAL
0686
4059
NOTES:
4/23/15
SCALE: AS SHOWN
6-29-15
06-29-15
9 27
4
/
/
//
/
/
/
/
/
2013 CALIFORNIA BUILDING CODE (2012 IBC)HAS BEEN DESIGNED TO CONFORM TO THETHE STAIRCASE WORK ON THIS PROJECT
LOADS
MATERIALS
TIMBER AND SAWN LUMBER: (ALLOWABLE STRESS DESIGN)SEE "FRAMING NOTES"
REINFORCED CONCRETE: (Ultimate Strength Design)f’c = 3,250 psify = 60,000 psi
STRUCTURAL STEEL: (ALLOWABLE STRESS DESIGN)TEES ASTM A36FY = 36 KSIBOLTS ASTM F593HSCREWS ASTM A593HANCHOR BOLTSASTM A593HTHREADED RODS ASTM F593HNUTS ASTM F594HWASHERS ASTM A240/A S31600
FOUNDATION:ALLOWABLE SOIL PRESSURE = 1,000 PSF
DETAIL NOTES
A. FOR HORIZONTAL MEMBERS:
PLANKS AND TOE BOARDS
LEDGERS & BLOCKING
B. FOR VERTICAL MEMBERS:
2X4 STUDS
2X6 & LARGER STUDS
POSTS & TIMBERS
C. GLUE LAMINATED BEAMS:
CANTILEVERS & CONTINUOUS
SIMPLE SPANS
CONCRETE NOTES
MINIMUM COVER
1�" �" 1�" 1�" 2" 3"
D
A. TO STRINGERS, TOE NAIL
OR END NAIL
B. TO LEDGER OR BLOCKING, TOE NAIL
OR END NAIL
MINIMUM WASHER FOR BOLTS & LAG SCREWS
�"0
�"0
�"0
�"0
1"0
2�" 0 x �"
/2�" 0 x �"
3" 0 x �"
3�" 0 x �"
4" 0 x �"
2" x 2" x �"
2" x 2" x �"
2" x 2" x �"
3" x 3" x �"
PLACE UNDER BOLT HEADS & NUTS BEARING ON WOOD
WAVE LOAD: WAVE BREAKING HEIGHT = 5.5 FT
LIVE LOAD: PEDESTRIAN = 100 PSF
STEEL = 490 PCF
DEAD LOAD: WOOD = 36 PCF
FOR CONCRETE SEE "CONCRETE NOTES".
FASTENER NOTES"."MINIMUM NAILING SCHEDULE", AND "MECHANICALFOR TIMBER AND SAWN LUMBER SEE "FRAMING NOTES",
OR STAINLESS STEEL AS NOTED.ALL STRUCTURAL STEEL MUST BE HOT-DIP GALVANIZED
GALVANIZED OR STAINLESS STEEL.ALL MISCELLANEOUS METAL HARDWARE MUST BE HOT-DIP
6.
5.
4.
3.
2.
1.
AND SPLICES MUST BE STAGGERED MINIMUM OF 8 FEET.2 x PT STRINGERS MUST BE 8 FOOT MINIMUM IN LENGTH
APPROVED EQUAL.ALL HARDWARE MUST BE SIMPSON (AS SHOWN) OR AN
FROM SURFACE TO SURFACE.UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN AS "CLEAR" AREDIMENSIONS ARE TYPICALLY SHOWN TO FACE OF WOOD MEMBER,
WOOD GRADES (UNLESS OTHERWISE NOTED):
3.
2.
1.
BEAMS & STRINGERS
GRADE #1
GRADE #1 OR BETTER
GRADE #1
CONSTRUCTION GRADE
GRADE #2
GRADE #1
24F-V4 DF/DF
24F-V8 DF/DF
THICKNESS AND THE FULL DEPTH OF THE STRINGER.
OR HEADER. SOLID LOCKING MUST NOT BE LESS THAN 2X IN
EXCEPT WHERE THE ENDS OF JOISTS ARE NAILED TO A LEDGER
EACH SUPPORT BY SOLID BLOCKING OR OTHER APPROVED MEANS
STRINGERS MUST BE SUPPORTED LATERALLY AT THE ENDS AND AT
THE DETAILS ARE SHOWN ON PLANS.
ELEMENTS, THE ENGINEERS APPROVAL IS REQUIRED, UNLESS
OCCURRING IN MORE THAN TWO CONSECUTIVE STRUCTURAL
STRUCTURAL ELEMENT OR WHEN THERE ARE HOLES AND NOTCHES
WHEN THERE ARE MULTIPLE HOLES AND NOTCHES IN ONE
APPROVED BY THE ENGINEER.
WIRE. ALTERNATE FASTENERS MAY BE SUBSTITUTED AS
ALL STRUCTURAL NAILING MUST BE GALVANIZED COMMON
DIAMETER MUST NOT EXCEED THREE-FOURTHS OF THE NAIL DIAMETER.REQUIRED TO AVOID SPLITTING OF THE WOOD, THE HOLEREQUIRED NAIL PENETRATION. WHERE PRE-DRILLING ISDISTANCES MUST NOT BE LESS THAN � THEBE LESS THAN THE REQUIRED NAIL PENETRATION. EDGE OR ENDFOR WOOD TO WOOD JOINTS, THE SPACING OF NAILS MUST NOT
A MINIMUM OF 2 NAILS AT EACH CONTACT, 16D FOR 2X MEMBERS.NAILING NOT NOTED BELOW OR ON THE PROJECT PLANS MUST BE
BLOCKING:
3-16D OR 4-8D
2-8D
2-16D
1-16D
16D @ 1’-0" OC
BEYOND 8" MEMBER ADD, TOE NAILFOR EACH ADDITIONAL 4" MEMBER DEPTH
3.
2.
1.
BOLTS MUST BE STAINLESS STEEL OF THE DESIGNATION SHOWN.ALL BOLTS, SCREWS, NUTS, WASHERS, THREADED RODS, AND ANCHOR
ALL SCREWS MUST BE #12 UNLESS OTHERWISE SHOWN.
CLOSING IN, OR AT COMPLETION OF JOB.ALL BOLTS MUST BE TIGHTENED AND RETIGHTENED BEFORE
HEADS AND NUTS WHICH BEAR ON WOOD. ALL BOLTS MUST BE PROVIDED WITH METAL WASHERS UNDER4.
3.
2.
1.
THE ENGINEER FOR APPROVAL.EQUIVALENT MECHANICAL FASTENERS MAY BE SUBMITTED TO5.
FOR REINFORCEMENT UNLESS OTHERWISE SHOWN.THE FOLLOWING MINIMUM CONCRETE COVER MUST BE PROVIDED
PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS______________BEAMS AND COLUMNS: #11 BAR AND SMALLER____________________________________________ #14 AND #18 BAR________________________________________________ SLABS, WALLS AND JOISTS:CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: #5 BAR AND SMALLER, W31 OR D31 WIRE, AND SMALLER_____________ #6 THRU #18 BARS ______________________________________________ CONCRETE EXPOSED TO EARTH OR WEATHER BUT CAST IN FORMS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ________
c.
b.
a.
2.
1.
BARS AT CENTER OF SPAN AND BOTTOM BARS AT SUPPORTS.CONTINUOUS BARS IN SPANDRELS, WALL BEAMS, ETC. MUST LAP TOPMUST NOT BE LESS THAN 5’-0" APART.SPLICES IN ADJACENT BARSETC. #8 OR SMALLER MUST HAVE A LAP OF 45 DIAMETERS AND THESPLICES IN CONTINUOUS REINFORCEMENT IN WALLS, FOOTINGS,
OF ROCK SLOPE PROTECTION, ETC.SEE CIVIL PLANS FOR FINISHED GRADE ELEVATIONS AND SLOPES AND DETAILS
PLACE 4" OF FREE DRAINING GRANULAR MATERIAL UNDER SLABS.3.
4.
3.
BAR MUST BE REPAIRED OR SEALED AND APPROVED BY THE ENGINEER.COATING THAT HAS BECOME DAMAGED OR DOES NOT COMPLETELY SEAL THE REINFORCINGALL REINFORCING BARS MUST BE PREFABRICATED EPOXY-COATED PER ASTM A934.
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ga004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/15
CONSTRUCTION DETAILS
C-THIS PLAN ACCURATE FOR CONSTRUCTION WORK ONLY
JO
HN
BIS
HO
P
BISHOP
JOHN S.
STRUCTURAL
0686
4059
PROJECT DESIGN CRITERIA FRAMING NOTESA
BMINIMUM NAILING SCHEDULE
CMECHANICAL FASTENER NOTES
SIZE MALLEABLE IRON WASHER STEEL PLATE WASHER
4/23/15
3.
4.
3" x 3" x �"
4-29-15
06-29-15
10 27
5
0/
AMERICAN PLYWOOD ASSOCIATION
HD
Hex HEXAGON
Horiz HORIZONTAL
Max MAXIMUM
MEA MECHANICAL EXPANSION ANCHOR
Min MINIMUM
OC ON CENTER
OH OPPOSITE HAND
Opt OPTIONAL
P PITCH
Plwd PLAWOOD
Reinf
Sim
Sq SQUARE
SW STUD WELD
TN TOE NAIL
T&G TONGUE-AND-GROOVE
TS TUBE STEEL
Typ TYPICAL
UON UNLESS OTHERWISE NOTED
Vert VERTICAL
RCP REINFORCED CONCRETE PIPE
Std STANDARD
Sym SYMMETRICAL
Mech
HOLDOWN
SPS
REINFORCED, REINFORCING
Jt JOINT
m METER
LVL
STAGGERED
SIMILAR
SDSTS
Req’d REQUIRED
OG ORIGINAL GRADE
MIW MALLEABLE IRON WASHER
LOL LAYOUT LINE
LAMINATED VENEER LUMBER
HIGH STRENGTH BOLTHSB
PWB PREFABRICATED WOOD I BEAM
PT PRESSURE TREATED
AB
AC
Alt
BN BOUNDARY NAILING
CB CARRIAGE BOLT
CJ
CIDH CAST IN DRILLED HOLE
Clr
Conc CONCRETE
Cont CONTINUOUS
DF DOUGLAS FIR
(E) EXISTING
EA EACH
EL ELEVATION
EN
Eq EQUAL
Exp EXPANSION
FG FINISH GRADE
Flr FLOOR
FN
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
Ftg FOOTING
GLM GLUE LAMINATED MEMBER
Elec ELECTRICAL
EMBEDMENT
Ga
CMU CONCRETE MASONRY UNIT
CONTROL JOINT
CLEAR
Embed
GAGE
Bldg BUILDING
BLOCKINGBlkg
Dbl DOUBLE
AAD
Const
FDGM
Gyp Bd GYPSUM BOARD
FL FLOW LINE
DIP
Galv GALVANIZED
EDGE NAIL
DITTO
APA
FREE DRAINING GRANULAR MATERIAL
Btm BOTTOM
DN DIAMETER NOMINAL
FACE (FIELD) NAIL
do
CP COMPLETE PENETRATION WELD
HSS HOLLOW STRUCTURAL SECTION
PDF POWER DRIVEN FASTENER
PW PUDDLE WELD
Mfr MANUFACTURER
Dia DIAMETER
mm MILLIMETER
Stagg
ANCHOR BOLT
ASPHALT CONCRETE
ALTERNATE
ADHESIVE ANCHORAGE DEVICE
CONSTRUCTION
MECHANICAL
SELF DRILL, SELF TAP SCREW
STRUCTURAL PLYWOOD SHEATHING
APC ALTERNATIVE PIPE CULVERT
DUCTILE IRON PIPE
S.S. STAINLESS STEEL
CENTER LINE
DIAMETER
BLOCKING IN SECTION OR ELEVATION
CONTINUOUS MEMBER IN SECTION
PARTIAL SECTION CUT
REVISION CALLOUT
BOTTOM OF FOOTING
SHEET NUMBER
ADDITIONAL REFERENCE (IF REQUIRED)
DETAIL NUMBER OR NOTE NUMBER
FREE DRAINING GRANULAR MATERIAL
EXISTING FEATURES
ELEVATION OR WORKING POINT
ORIGINAL GROUND
STEEL
X
5b3
ST-1
X
STX-X
X
LEGEND:ABBREVIATIONS:
CL
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ga005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/15
CONSTRUCTION DETAILS
C-THIS PLAN ACCURATE FOR CONSTRUCTION WORK ONLY
JO
HN
BIS
HO
P
BISHOP
JOHN S.
STRUCTURAL
0686
4059
4/23/15
6-29-15
06-29-15
APPROVED FOR WATER POLLUTION CONTROL WORK ONLY
R/W
R/W
R/W
"SB" LINE
CALTRANS DRAINAGE EASEMENT
F
R/W
WPC-1
WATER POLLUTION CONTROL PLAN
11
CALTRANS DRAINAGE EASEMENT
SCALE: 1" = 20’
LEGEND:
MA
TC
H
LI
NE
125 LF Temp FENCE (TYPE ESA)
20.40’ Rt "SB" 12+00.00
50 LF Temp SILT FENCE
BEGIN
4
5
6
7
8
6
4
5
86
4
9
15
16
10
20
12
14
16
18
20
10
20
20
18
20
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286gi001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
GRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
98 9 10
1
2
F
Dbl 10’ x 6’
RC
B
NB
SB
ROUTE 1
NOTE:
ESA
27
6-29-15
06-29-15
APPROVED FOR WATER POLLUTION CONTROL WORK ONLY
R/W
R/W
R/W
R/W
R/
W R/
WF
WPC-2
WATER POLLUTION CONTROL PLAN
12
"SB" LINE
CALTRANS DRAINAGE EASEMENT
SCALE: 1" = 20’
SEE SHEET WPC-1
FOR NOTES AND LEGEND,
MA
TC
H
LI
NE
Temp FENCE (TYPE ESA)
246 LF
Temp FENCE (TYPE ESA)
288 LF
10.00’ Rt "SB" 14+19.00
Temp SILT FENCE
END 158 LF
4
5
6
7
8
9
10
11
1520
18
19
20
22
21201918
17
16
1718
19
202122
2320
1510
15
17
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286gi002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
GRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
NOTE:
0686
4/23/15
3
4
F
SB ROUTE 1
WASH
NB
6-29-15
27
06-29-15
WPCQ-1
WATER POLLUTION CONTROL QUANTITIES
PLAN No.
WPC-1
WPC-2
TOTAL 102
50 50
158
125
52
208
534
659
1
1
2
WATER POLLUTION CONTROL QUANTITIES
27
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286gl001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
13
LF EA
6-29-15
FIBER ROLLS
TEMPORARY
SILT FENCE
TEMPORARY(TYPE ESA)
TEMPORARY FENCE
ENTRANCE
TEMPORARY CONSTRUCTION
06-29-15
4
5
6
7
8
6
4
5
86
4
9
15
16
10
20
12
14
16
18
20
10
20
20
18
20
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ha001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM
SCALE: 1" = 20’
04140002861
G-
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
9/30/16
WILCOXGRANT M.
1
49875
APPROVED FOR CONTOUR GRADING WORK ONLY
0686
4/23/15
F
NB
SB
ROUTE 1
98 9 10
1
2
81012
14
1618
20
1
R/W
R/W
R/W
"SB" LINE
F
CALTRANS DRAINAGE EASEMENT
14 27
CALTRANS DRAINAGE EASEMENT
MA
TC
H
LI
NE
G-2
R/W
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
CONTOUR GRADING
6-29-15
06-29-15
5
6
7
8
9
10
11
1520
18
19
20
22
21201918
17
16
1718
19
202122
2320
1510
15
17
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286ha002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM
SCALE: 1" = 20’
04140002861
G-
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
9/30/16
WILCOXGRANT M.
1
49875
APPROVED FOR CONTOUR GRADING WORK ONLY
0686
4/23/15
F
SB
ROUTE 1
NB
3
4
22
2018
16
2
R/W
R/
W
R/W
"SB" LINE
F
15 27
R/W
R/
W
CALTRANS DRAINAGE EASEMENT
MA
TC
H
LI
NE
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
CONTOUR GRADING
6-29-15
06-29-15
CS-1
16 27
CONSTRUCTION AREA SIGNSNO SCALE
No.
ME
DI
O
AV
E
CA
PIS
TR
AN
O
RO
1
2
3
2
ROUTE 1
CONSTRUCTION AREA SIGNS
SIGN CODE
W20-1
2
1
G20-2
MESSAGE
ROAD WORK AHEAD
END ROAD WORK
(INCH x INCH)
PANEL SIZEQUANTITY
3
2
THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY
CONSTRUCTION AREA SIGN NUMBER
1
CORONADO ST
CORONADO ST To Half Moon Bay
HALF MOON BAY
To San Francisco
3 1
4 SHOULDER CLOSED 1
5 1
SHARE THE ROADW79A
C30A (CA)
CLOSED AHEAD
RIGHT SHOULDERW21-5b(R)
45
500’
6 2M4-9aDETOUR
BICYCLE/PEDESTRIAN
66
7 1R4-11FULL LANE
BIKES MAY USE
7
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286la001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
NOTES:LEDEND:
4/23/15
BY THE ENGINEER.
1. EXACT LOCATION AND POSITION OF SIGNS TO BE DETERMINED
48" x 48"
36" x 18"
30" x 24"
30" x 30"
30" x 30"
30" x 24"
30" x 30"
2 - 4" x 4"
1 - 4" x 4"
1 - 4" x 4"
1 - 4" x 4"
1 - 4" x 4"
1 - 4" x 4"
1 - 4" x 4"
(EA - INCH x INCH)
AND SIZE
No. OF POSTS
6-29-15
2. DIMENSIONS FOR SIGN PANEL AND POST ARE IN INCHES.
06-29-15
4
5
6
7
8
6
4
5
86
4
9
15
16
10
20
12
14
16
18
20
10
20
20
18
2098 9 10
1
2
F
NB
SB
ROUTE 1
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286md001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
TRAFFIC HANDLING PLAN
GR
AN
T
WIL
CO
X--
-
- -
TH-
04 SM 1
THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
SCALE: 1" = 20’
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
49875
WILCOXGRANT M.
0686
4/23/15
"SB" LINE
R/W
NO SCALE
Exist ES
R/W
NORTHBOUND Exist
SOUTHBOUND Exist
Exist ETWExist ETW
Exist ES
8’
Exist CL
1
R/W
R/W
R/W
~
F
WALKWAYPEDESTRIANTemp
17 27
FENCE (TYPE CL-6)
PROPOSED PAVED PATH
(TYPE CL-6)Temp FENCE
(TYPE CL-6)
BEGIN Temp FENCE
11.18’ Lt "SB" 8+95.34
TEMPORARY TRAFFIC SCREENTEMPORARY RAILING (TYPE K) AND
Temp TRAFFIC SCREENTemp RAILING (TYPE K) AND
TRAFFIC SCREEN
(TYPE K) AND Temp
BEGIN Temp RAILING
12.64’ Lt "SB" 8+54.85
STAGING TYPICAL SECTION (LOOKING SOUTH)
Exist CURB
5’
ETW ES
ES
Temp TRAFFIC SCREEN
Temp RAILING (TYPE K) AND
17.20’ Lt "SB" 8+95.44
ETW
ES
ETW
CALTRANS DRAINAGE EASEMENT
DRAINAGE EASEMENTCALTRANS
LEGEND:
MA
TC
H
LI
NE
ES
AND Temp TRAFFIC SCREEN
570 LF Temp RAILING (TYPE K)
(TYPE CL-6)
530 LF Temp FENCE
SEE NOTE 6
NOTES:
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
CONTRACTOR TO PROVIDE TEMPORARY RAMP TRANSITION FROM CURB TO SHOULDER.5.
CONTRACTOR TO PROVIDE BEACH ACCESS TO PUBLIC AT ALL TIMES.4.
TEMPORARY RAILING (TYPE K). ALL STATIONING OFFSETS TO TEMPORARY RAILING (TYPE K) CORRESPOND TO CENTER LINE OF3.
REMOVED UNDER THE DIRECTION OF THE ENGINEER.ALL EXISTING SIGNS IN CONFLICT WITH TRAFFIC HANDLING PLAN SHALL BE COVERED OR2.
DELINEATION IN CONFLICT WITH TRAFFIC HANDLING PLAN SHALL BE REMOVED.PRIOR TO OPENING ROADWAY TO PUBLIC TRAFFIC, ALL EXISTING OR TEMPORARY PAVEMENT1.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
6-29-15
(ARRAY TU14)
Temp CRASH CUSHION
06-29-15
5
6
7
8
9
10
11
1520
18
19
20
22
21201918
17
16
1718
19
202122
2320
1510
15
17
F
SB ROUTE 1
NB
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286md002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
TRAFFIC HANDLING PLAN
GR
AN
T
WIL
CO
X--
-
- -
TH-
04 SM 1
THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
SCALE: 1" = 20’
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
49875
WILCOXGRANT M.
0686
4/23/15
3
4
"SB" LINE
2
R/W
R/W
R/W
R/
W
F
18 27
(TYPE CL-6)
END Temp FENCE
22.13’ Lt "SB" 14+21.23
AND Temp TRAFFIC SCREEN
END Temp RAILING (TYPE K)
27.89’ Lt "SB" 14+20.00
SEE SHEET TH-1
FOR NOTES, AND LEGEND,
ETW
DRAINAGE EASEMENTCALTRANS
DRAINAGE EASEMENTCALTRANS
ES
MA
TC
H
LI
NE
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
6-29-15
06-29-15
EXCAVATION
ROADWAY
Q-1
SUMMARY OF QUANTITIES
L-1 2
SQYD
(N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY
626 600 350 6,150
CY
METHOD A)
(2-TON,
RSP
950
STATION
LENGTH (LF) 530
TEMPORARY FENCE (TYPE CL-6)
570
12.64’ Lt "SB" 8+54.85 TO 36.05’ Lt "SB" 14+65.63
(N)
EMBANKMENT
L-2
TOTAL
STAIRCASE
1.5
LB
(DOUGLAS FIR)
AND TIMBER
TREATED LUMBER
IRON AND STEEL
MISCELLANEOUS
50
MISCELLANEOUS
EA
PULL BOXADJUST
2
01
3 2
(TYPE A)
HMA
19 27
SIGNROADSIDERELOCATE
METHOD B)
(BACKING No. 1,
RSP
85
TON
EA
No.SHEET
TEMPORARY TRAFFIC SCREEN
TEMPORARY RAILING (TYPE K) and
FABRIC (CLASS 10)
ROCK SLOPE PROTECTION
11.18’ Lt "SB" 8+95.34 TO 22.13’ Lt "SB"14+21.23
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286pa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
EARTHWORK SUMMARY
ROADWAY FENCING AND TEMPORARY RAILING
6-29-15
32.0/32.2
76
AB
CLASS 2
(PRIME COAT)
LIQUID ASPHALT
0.5
BOARD MEASURETHOUSAND FOOT
(EPOXY COATED)
BAR REINFORCING STEEL
510 6
CY
12 10
EXCAVATION
STRUCTURE
BACKFILL
STRUCTURE
CONCRETE
STRUCTURAL
TEMPORARY CRASH CUSHION MODULE
SHEET No. (ARRAY TU14)
TYPE
TH-1
TOTAL
14"SB" 8+54.85 Lt
14
EA
STATION
06-29-15
MIX 1
SEED MIX
EROSION CONTROL TYPE 1
ECL-1
EROSION CONTROL LEGEND
STEP 1
HYDROMULCH
COMPOST
GUAR
750 LB/ACRE
STEP 4 HYDROSEED
STEP 2
STEP 3
NETTING
COMPOST
(CALIFORNIA BROME)
BROMUS CARINATUS, NATIVE
(BLUE WILDRYE)
ELYMUS GLAUCUS
(CALIFORNIA BARLY)
HORDEUM CALIFORNICUM
(CREEPING WILDRYE)
LEYMUS TRITICOIDES Var, RIO*
(COMMON YARROW)
ACHILLEA MILLEFOLIUM
(NAKED BUCKWHEAT)
ERIOGONUM NUDUM
67
50
47
47
50
12
47
11
11
11
5
1
1
3
CONTROL PRODUCT
ROLLED EROSION
STEP 5
FIBER ROLL1.1LB/FT
8" TO 10" DIA.
WOOD
WOOD
MIX 1SEED
TACKIFIER
FIBER
FIBER
MEDIUM 135 CY/ACRE
125 LB/ACRE
750 LB/ACRE
-
- -
-
INSTALLATIONFIBER ROLL
TYPE 2
-
-
-
-
SEQUENCE ITEMMATERIAL
DESCRIPTION TYPE AREA
APPLICATIONREMARKS
SEED(COMMON MAME)
BOTANICAL NAME
(MINIMUM)
PERCENT GERMINATION
(SLOPE MEASUREMENT)
SEED PER ACRE
POUNDS PURE LIVE
FIBER ROLL
TYPE B
20 27
TOTAL
47
36
23
36
1
2
1
1
10
(COYOTE BRUSH)
BACCHARIS PILULARIS
(CALIFORNA POPPY)
ESCHSCHOLZIA CALIFORNICA
(STICKY MONKEY FLOWER)
MIMULUS AURANTIACUS
(PURPLE NEEDLEGRASS)
NASSELLA PULCHRA
(YELLOW COASTAL SAGEBRUSH)
ARTEMISIA CALIFORNICA
59
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286tc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
* CALIFORNIA NATIVE SEED SOURCE
4/23/15
6-29-15
1
12
12
WILD STRAWBERRY)
FRAGARIA VIRGINIANA
(SEASIDE DAISY)
ERIGERON GLAUCUS
59 LB/ACRE
06-29-15
EC-1
EROSION CONTROL PLAN
APPROVED FOR EROSION CONTROL WORK ONLY
R/W
R/W
R/W
CALTRANS DRAINAGE EASEMENT
FR/W
~
EROSION CONTROL (TYPE 1)
21 27
613 SQFT
EROSION CONTROL (TYPE 1)
"SB" LINE
CALTRANS DRAINAGE EASEMENT
LEGEND:
MA
TC
H
LI
NE
50 LF FIBER ROLL
50 LF FIBER ROLL
4
5
6
7
8
6
4
5
86
4
9
15
16
10
20
12
14
16
18
20
10
20
20
18
20
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286te001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
SCALE: 1" = 20’
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
98 9 10
1
2
F
Dbl 10’ x 6’
RC
B
NB
SB
ROUTE 1
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
RSP
~
6-29-15
06-29-15
EROSION CONTROL PLAN
EC-2APPROVED FOR EROSION CONTROL WORK ONLY AND LEGEND, SEE SHEET EC-1
FOR NOTES, ABBREVIATIONS
R/W
R/W
R/W
R/W
R/
W
R/
WF
22 27
806 SQFT
EROSION CONTROL (TYPE 1)
~
DRAINAGE EASEMENTCALTRANS
DRAINAGE EASEMENTCALTRANS
"SB" LINE
MA
TC
H
LI
NE
52 LF FIBER ROLL
4
5
6
7
8
9
10
11
1520
18
19
20
22
21201918
17
16
1718
19
202122
2320
1510
15
17
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286te002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
SCALE: 1" = 20’
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
3
4
F
SB
ROUTE 1
NB
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
6-29-15
06-29-15
EROSION CONTROL TYPE 1
ECD-1
EROSION CONTROL DETAIL
HYDROMULCH
HYDROSEED AND
2:1 OR FLATTER
(SEE Std PLAN H51)
FIBER ROLLS, Typ
SECTION
(SEE Std PLAN H51)
FIBER ROLLS, Typ
EDGE OF TRAIL
(SEE Std PLAN H52)
ROLLED EROSION CONTROL PRODUCT (NETTING)
1" COMPOST
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286tf001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
23 27
6-29-15
06-29-15
TOTAL
EC-2
EC-1
EROSION CONTROL QUANTITIES
806
EROSION CONTROL (TYPE 1)
EROSION CONTROL (TYPE 1)
EROSION CONTROL QUANTITIES
ECQ-1
No.
SHEETDESCRIPTION
(SQFT)
(NETTING)
CONTROL PRODUCT
ROLLED EROSION
(SQFT)
HYDROSEED
(SQFT)
HYDROMULCH
(SQFT)
FIBER ROLLS
(LF)
COMPOST
27
52
1521,419
806
1,419
806
1,419
806
1,419
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
12:28
02-J
UL-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
USERNAME => s131681
DGN FILE => 0414000286tg001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WALNUT CREEK, CA 94596
SUITE 108
1243 ALPINE ROAD
WRECO
HA
N-
BI
N
LI
AN
G
AL
VI
N
YI
M-
GR
AN
T
WIL
CO
X--
-
- - 04 SM 1
04140002861
REDWOOD CITY, CA 94603
2ND FLOOR
455 COUNTY CENTER,
COUNTY OF SAN MATEO
32.0/32.2
9/30/16
WILCOXGRANT M.
49875
0686
4/23/15
24
613 613 613 613 100
6-29-15
06-29-15
