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TRANSCRIPT
PLANS APPROVAL DATE
RE
GI
ST
ER
E
D
PR O F ESS I O N
A
L
EN
GI
NE
ER
S
TA
TE
OF C AL I FOR NI A
No.
Exp.
CIVIL
x
x
x
x
x
DE
SIG
N E
NG
IN
EE
R
LA
ST
RE
VIS
IO
N
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
PR
OJE
CT
MA
NA
GE
R
DATE
SHEET
DEL NORTESISKIYOU MODOC
HUMBOLDT
TRINITY SHASTA LASSEN
TEHAMA
MENDOCINOGLENN
BUTTE
PLUMAS
SIERRA
NEVADA
PLACERY
UBA
COLUSA
LAKE
YOLO
NAPASONOMA
EL DORADO
MARIN
AMADORALPINE
CA
LA
VERA
S
CONTRACOSTA
TUOLUMNEMONO
SANTA
CLARA
SANTA CRUZ
STA
NIS
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-
JOA
QU
INSAN
SAN
BENITO
SAN
LUIS
SU
TT
ER
SAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTETOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
USERNAME => s1216
149121ab
DA
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D =
>
09
:5
9
22-F
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DGN FILE =>
POST MILES
No.
0 2 3RELATIVE BORDER SCALE
IS IN INCHESCALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/
1
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
INDEX OF PLANS
TIM
E P
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TT
ED
=>
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THE STATE OF CALIFORNIA OR ITS
OFFICERS OR AGENTS SHALL NOT BE
RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
R
00-00-00
CONTRACT No.
01
BORDER LAST REVISED 7/2/2010
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
PROJECT ID
PROJECT NUMBER & PHASEUNIT 0052 01000006751
0100000675
01-491214
NO SCALE
SHEET No DESCRIPTION
THE STANDARD PLANS LIST APPLICABLE TO
THIS CONTRACT IS INCLUDED IN THE NOTICE
TO BIDDERS AND SPECIAL PROVISIONS BOOK.
Royal B
. M
cC
arthy
Royal B
. M
cC
arthy
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010
IN LAKE COUNTY NEAR LOWER LAKE
FROM COYOTE CREEK BRIDGE TO
Lak 29 11.9/19.1 1 13
To C
learla
ke
A S
t
MU
RPH
Y
SPR
ING
S R
d
ROUTE 29 PM 20.3
ROUTE 53 PM 0.0
RO
UT
E 2
9
To
K
elsey
ville
MO
RG
AN
VA
LL
EY
Rd
SP
RU
CE
GR
OV
E R
D
HO
FA
CK
ER
Ln
SPR
UC
E G
RO
VE R
d
COYOTE CREEK BRIDGE
BEGIN CONSTRUCTION C S
t
B S
t
HID
DE
N V
AL
LE
Y R
d
End Work
Begin Work
PM 11.9
To Middletow
n
PM 10.4
PM 20.3END CONSTRUCTION
PM 19.1
RO
UTE 2
9
CL
AY
TO
N C
RE
EK
Rd Lower Lake
ROUTE 53
SPR
UC
E
Rd Ext
1.2 MILES SOUTH OF ROUTE 53
TITLE AND LOCATION MAP
TYPICAL CROSS SECTION
CONSTRUCTION DETAILS
CONSTRUCTION AREA SIGNS
PAVEMENT DELINEATION QUANTITIES
SUMMARY OF QUANTITIES
TRAFFIC CONTROL SYSTEMS
REVISED STANDARD PLANS
1
2
3-4
5
6-7
8
9-10
11-13
77294
6/30/13
Chris
Ghidinelli
2/21/13
February 22, 2013
NO SCALE
X-1
TYPICAL CROSS SECTIONS ANDCONSTRUCTION DETAILS
LOCATIONX
PM
24
26
25
24
25
25
23
FT
SPRUCE GROVE Rd
A St
MURPHY SPRINGS Rd
B St
C St
SPRUCE GROVE Rd
11.93
14.87
16.83
16.99
17.51
17.85
18.75
HOFACKER Ln
ETW
PUBLIC ROAD CONNECTION
X
PRIVATE ROAD CONNECTION
LIMITS OF SURFACING
EP
0.06’
24’
LIMITS OF COLD PLANE
AC PAVEMENT
PAVING CONFORM
EXISTING
AC SURFACE
OR
BRIDGE
DECK
PAVEMENT
EXISTING
PM 11.89
PM 19.10
LIMIT OF COLD PLANE
AC PAVEMENT
12’
0.06’
EXISTING
PAVEMENT
CONFORM GRIND AT
PUBLIC ROAD CONNECTION
EXISTING
PAVEMENT
4’
0.06’ HMA (TYPE A)
NOTES:
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE
SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER.
3. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON
THESE PLANS.
LIMITS OF SURFACING
LEGEND
BWC-OG = HOT MIX ASPHALT (BONDED WEARING COURSE - OPEN GRADED)
COLD PLANE AC PAVEMENT
EP EP
OG OG
Exist
LIMITS OF BONDED WEARING COURSE
Var 32’-44’
TYPICAL CROSS SECTION
IMPORTED MATERIAL
(SHOULDER BACKING)IMPORTED MATERIAL
(SHOULDER BACKING)
CL
Var
0’-3’
Var
4’-8’
Var
12’-36’
Var
12’-36’
Var
4’-8’
Var
0’-3’
ROUTE 29
0.06’ BWC-OG
Var AC
Var AB
PM 11.9 TO PM 19.1
HP
OG
ETW
LIMITS OF SURFACING
Exist DIKE
0.06’ BWC-OG
HMA CONFORM TO
EXISTING PAVED DITCH
FL
0.06’ BWC-OG
0.06’ BWC-OG
ETW
CONFORM AT PRIVATE ROAD
0.06’ BWC-OG
EP
OG
2
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121ca
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0052 01000006751
MA
INT
EN
AN
CE
DE
SIG
NR
oyal B
. M
cC
arthy
Lak 11.9/19.1C
hris G
hid
in
elli
Johnathon Jackson
29 13
2/21/13
77294
6/30/13
Chris
Ghidinelli
February 22, 2013
NO SCALE
3
CONSTRUCTION DETAILS
C-1
NOTES:
PAVEMENT MARKER
(AS PER STANDARDS)
48 CUTS IN 47’
18’ 12’ 18’
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
1’
1’
PAVEMENT MARKER
RETRO-REFLECTIVE
4"
4"
4"
PLAN
�"Exist PAVEMENT
ELEVATION
CENTER MEDIAN AREA
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
12’ 18’18’
24’ 24’
48 CUTS IN 47’
1’
1’
4"
4"
3"
0.5
"0.5
"
PAVEMENT MARKER
RETRO-REFLECTIVE
PLAN
M
O
D
I
F
I
E
D
G
R
O
U
N
D
-
I
N
R
U
M
B
L
E
S
T
R
I
P
,
D
E
T
A
I
L
1
9
7" 5"
1. RUMBLE STRIP, AS SHOWN ON THIS PLAN SHALL NOT BE CONSTRUCTED ON BRIDGE DECKS, BRIDGE
APPROACH SLABS, RAMPS, PUBLIC AND PRIVATE ROAD APPROACHES AND MINOR DRIVEWAYS.
2. FOR ’GROUND-IN RUMBLE STRIP’ APPLICATIONS NOT SHOWN, SEE STANDARD PLANS 2010.
3. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON
THESE PLANS.
M
O
D
I
F
I
E
D
G
R
O
U
N
D
-
I
N
R
U
M
B
L
E
S
T
R
I
P
,
D
E
T
A
I
L
6
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121ga
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0000 01000000001
TR
AF
FIC
SA
FE
TY
Royal B
. M
cC
arthy
Ralph M
. M
artinelli
Lak 11.9/19.1
Ch
ris G
hid
in
illi
29 13
2/21/13
February 22, 2013
R.M.MARTINELLI
51685
6-30-14
NO SCALE
4
RUMBLE STRIP (GROUND-IN)
DIRECTION OF TRAVEL
LEGEND
NOTES:
1. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON
THESE PLANS.
DETAIL 38
100’ Min
12
’
12
’
100’ Min
100’ Min
12
’
12
’
DELINEATION MAY OR
MAY NOT CONTINUE
THROUGH INTERSECTION
AC Shld
AC Shld
AC Shld
DETAIL 27B
12"
PLAN
RETROREFLECTIVE
PAVEMENT MARKER
(TYPE D)
2"
1�"
1�"
RETRO-REFLECTIVE PAVEMENT MARKER
(DETAIL 22)
SECTION A-A
12"
VARIES
4"
EP
EXISTING SURFACE
TRAVELLED WAY
DETAIL 22 OR 29
A
A
11
"
3"
�"
�"
12
"
CENTERLINE
TRAFFIC STRIPES
GROUND-IN
RUMBLE STRIP
CL
VARIES
EP
TRAVELLED WAY
12"-�" RUMBLE STRIPEXISTING PAVEMENT
ELEVATION
PLAN
CENTER MEDIAN/
INSIDE SHOULDER
GROUND-IN
RUMBLE STRIP
(DETAIL 29)
DETAIL 27B
AC Shld
CENTERLINE RUMBLE STRIP AT LEFT TURN POCKET
4"
PR
IV
AT
E R
OA
D
OR
DR
IVE
WA
Y
INTERSECTING ROADS AND DRIVEWAYS
�"
DETAIL 22 DETAIL 29
CONSTRUCTION DETAILS
C-2
ROUTE 29
MODIFIED GROUND-IN RUMBLE STRIP, DETAIL 22 & 29
ROUTE 29
OUTSIDE/RIGHT SHOULDER
GROUND IN RUMBLE STRIP
B
B
Var
6"
1’-0"
AC SHOULDER AREADETAIL 27B
EP
ETW2"
4"
TRAVELED WAY
DIRECTION OF TRAVEL
1"
PLAN
�"5"
ELEVATION
TRAVELED WAY
EXISTING AC
EXISTING AC
Var
ETWES
6"-5/16" RUMBLE STRIP
1"
6"
DETAIL 27B
4"
SECTION B-B
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121ga
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0000 01000000001
TR
AF
FIC
SA
FE
TY
Royal B
. M
cC
arthy
Ralph M
. M
artinelli
Lak 11.9/19.1
Ch
ris G
hid
in
illi
29 13
2/21/13
February 22, 2013
R.M.MARTINELLI
51685
6-30-14
5
NO SCALE
CONSTRUCTION AREA SIGNS
CS-1
To C
learla
ke
A S
t
MU
RPH
Y
SPR
ING
S R
d
RO
UT
E 2
9
ROUTE 53
To
K
elsey
ville
MO
RG
AN
VA
LL
EY
Rd
SP
RU
CE
GR
OV
E R
d
HO
FA
CK
ER
Ln
SPR
UC
E G
RO
VE R
d
S
P
R
U
C
E
R
d
E
x
t
COYOTE CREEK BRIDGE
C S
t
B S
t
HID
DE
N V
AL
LE
Y R
d
To Middletow
n
RO
UTE 2
9
CL
AY
TO
N C
RE
EK
Rd
Lower Lake
SIGNPANEL
SIGN MESSAGESIGNS
2
CODESIZE
SIGN
TRAFFIC FINES
DOUBLED IN
END ROAD WORK
SIGNSIGN MESSAGE
CODE
SIGN
CONSTRUCTION ZONES
2
SIGNSIGN MESSAGE
No.OF POSTS
AND SIZE
A
B
C
2
D
RESURFACING
CODE
SIGN
G20-1
C40(CA)
W20-1
E G20-2
No.OF
No.
1. EXACT SIGN LOCATION TO BE DETERMINED BY THE ENGINEER.
NOTES:
2. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
2
ROAD WORK
C23B(CA)
BLACK/ORANGE
4" CAPS
RESURFACING
C23B(CA)
60"x18"
7
NEXT 13 MILES
W16-1
W11-1 SHARE THE ROAD
BICYCLE SYMBOL
ROAD WORK AHEAD
AB
C
PM
11.7
0
E
PM
11
.30
E
A
B
C
PM
19
.70
PM
19
.60
PM
19
.30
D
DD
D
D
D
D
PM
11.4
0
AR
AB
IAN
Ln
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
90"x48"2 - 6"x6"
2- 6"x8"
1 - 4"x6"
1 - 4"x6"
1 - 4"x6"
60"x18"
144"x60"
24"x30"
36"x36"
36"x36"
48"x24"
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121la
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0052 01000006751
MA
INT
EN
AN
CE
DE
SIG
NR
oyal B
. M
cC
arthy
Lak 11.9/19.1C
hris G
hid
in
elli
Johnathon Jackson
29 13
2/21/13
77294
6/30/13
Chris
Ghidinelli
February 22, 2013
FROM TO FT
11.94 11.99 38 264 528
18.75 740
TOTAL 1268
18.75 37038
ORIENTATION TYPE/LEGEND REMARKS
11.93 FWBT LIMIT LINE 36 SPRUCE GROVE Rd
11.93 FWBT 2-STOP 44
11.95 FSBT TYPE III (L) 42
12.00 FSBT TYPE III (L) 42
14.27 FNBT 42
14.31 FNBT 42
14.35 FNBT 42
14.87 FWBT LIMIT LINE 41
14.87 FWBT STOP 22
16.80 FWBT LIMIT LINE 40 A St
16.83 FWBT 22
16.99 FEBT LIMIT LINE 32 MURPHY SPRINGS Rd
16.99 FEBT STOP 22
17.51 FEBT LIMIT LINE 34 B St
17.51 FEBT STOP 22
17.85 FEBT LIMIT LINE 34 C St
17.85 FEBT STOP 22
18.75 FWBT LIMIT LINE 43 SPRUCE GROVE Rd
18.75 FWBT 2-STOP 44
STOP
TOTAL
18.75 FSBT TYPE III (L) 42
18.76 FSBT TYPE III (L) 42
752
REMOVE THERMOPLASTIC
TRAFFIC STRIPE
8" SOLID
WHITE
DETAIL
LENGTH
DETAIL
NUMBER
LOCATION
(PM)
LOCATION
(PM) SQFT
AREA
THERMOPLASTIC PAVEMENT MARKING
TYPE VI ARROW (Rt)
TYPE VI ARROW (Rt)
TYPE VI ARROW (Rt)
HOFACKER Ln
ORIENTATION TYPE/LEGEND REMARKS
11.93 FWBT LIMIT LINE 36 SPRUCE GROVE Rd
11.93 FWBT 2-STOP 44
11.95 FSBT TYPE III (L) 42
12.00 FSBT TYPE III (L) 42
14.27 FNBT 42
14.31 FNBT 42
14.35 FNBT 42
14.87 FWBT LIMIT LINE 41
14.87 FWBT STOP 22
16.80 FWBT LIMIT LINE 40 A St
16.83 FWBT 22
16.99 FEBT LIMIT LINE 32 MURPHY SPRINGS Rd
16.99 FEBT STOP 22
17.51 FEBT LIMIT LINE 34 B St
17.51 FEBT STOP 22
17.85 FEBT LIMIT LINE 34 C St
17.85 FEBT STOP 22
18.75 FWBT LIMIT LINE 43 SPRUCE GROVE Rd
18.75 FWBT 2-STOP 44
STOP
TOTAL
18.75 FSBT TYPE III (L) 42
18.76 FSBT TYPE III (L) 42
752
LOCATION
(PM) SQFT
AREA
TYPE VI ARROW (Lt)
TYPE VI ARROW (Lt)
TYPE VI ARROW (Lt)
HOFACKER Ln
REMOVE THERMOPLASTIC PAVEMENT MARKING
PAVEMENT DELINEATION QUANTITIES
PDQ-1
6
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121nc
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0052 01000006751
MA
INT
EN
AN
CE
DE
SIG
NR
oyal B
. M
cC
arthy
Lak 11.9/19.1C
hris G
hid
in
elli
Johnathon Jackson
29 13
2/21/13
77294
6/30/13
Chris
Ghidinelli
February 22, 2013
PAVEMENT DELINEATION QUANTITIES
PDQ-2
7
11.93 29 264 1056 22
11.88Lt 16.97Lt 27B 26875 26875
22 24 48 4 SPRUCE GROVE Rd
11.94Lt 11.99Lt 38 264 264 12
11.94 12.00 22 317 634 28
11.91Rt 11.97Rt 27C 317
11.97Rt 14.87Rt 27B 15312 15312
12.00 12.10 29 528 2112 46
12.10 12.27 19L 898 898 898 20 38
12.27 12.39 6 634 634 14
12.39 12.60 19R 1109 1109 1109 24 47
12.60 14.36 22 9293 18586 776
12.80Rt 14.36Rt 12 8237 8237 174
14.36 14.46 19L 528 528 528 12 23
14.46 14.78 6 1690 1690 36
14.78 14.86 19R 422 422 422 10 19
22 26 52 4 HOFACKER Ln
14.87Rt 14.92Rt 27C 264
14.87 14.94 22 370 740 33
14.92Rt 16.81Rt 27B 9979 9979
14.94 15.00 19L 317 317 317 7 14
15.17 15.27 6 528 528 12
15.27 15.48 19R 1109 1109 1109 24
15.48 16.82 22 7075 14150 592
16.81Rt 16.88Rt 27C 370
22 25 50 4 A St
16.83 16.98 22 792 1584 68
16.88Rt 17.00Rt 27B 634 634
16.97Lt 17.03Lt 27C 317
22 24 48 4 MURPHY SPRINGS Rd
16.99 17.11 19L 634 634 634
17.00Rt 17.02Rt 27C 106
17.02Rt 18.75Rt 27B 9134 9134
17.03Lt 17.51Lt 27B 2534 2534
17.11 17.39 6 1478 1478 32
17.39 17.50 19R 581 581 581 13
22 25 50 4 B St
17.51Lt 17.57Lt 27C 317
17.51 17.74 19L 1214 1214 1214 52
17.57Lt 17.85Lt 27B 1478 1478
17.74 17.84 22 528 1056 46
22 25 50 C St
17.85Lt 17.90Lt 27C 264
17.85 17.95 19L 528 528 528 23
17.90Lt 19.10Lt 27B 6336 10138
17.95 18.13 6 950 950
18.13 18.33 19R 1056 1056 1056 45
18.33 18.49 22 845 1690 72
18.49 18.64 19L 792 792 792 34
18.64 18.69 22 264 528 24
22 23 46 4 SPRUCE GROVE Rd
18.75Rt 18.81Rt 27C 317
18.75 18.84 475 950
18.81Rt 19.10Rt 27B 1531 4805
19.00 19.10 6 528 528
SUBTOTAL
422
80889 57424 15894 8237 1222 29 1000 174 141
TOTAL 138313 24131 1542 1315
DETAIL
LENGTH
THERMOPLASTIC TRAFFIC STRIPE
TRAFFIC STRIPE AND PAVEMENT MARKER QUANTITIES
11.88
LF EA
REMARKS
TOFROM
11.88Rt 11.91Rt 27B 158 158
15.00 15.17 19L 898 898 898 19 38
18.69
18.75 18.83
18.74 29 264 528 24
38 370 17
18.84 19.00 29 845 3380 72
11.93Rt
317
14.87Rt
264
47
370
16.83Rt
317
14
106
27
25
317
26
4
264
12
21
23
18
42
317
12
22
18.75Rt
17.85Lt
17.51Lt
16.99Lt
2272
291
LOCATION
(PM)
DETAIL
NUMBER 8"SOLID
WHITE
4"SOLID
WHITE
4" SOLID
YELLOW
TYPE D
YELLOW
(TWO WAY)
TYPE G
CLEAR
(ONE WAY)
TYPE H
CLEAR
(ONE WAY)
TYPE D
YELLOW
(TWO WAY)
TYPE H
YELLOW
(ONE WAY)
RECESSED
TYPE G
CLEAR
(ONE WAY)
PAVEMENT MARKER RETROREFLECTIVE
4" YELLOW
(BROKEN
36’-12’)
4" WHITE
(BROKEN
36’-12’)
4" WHITE
(BROKEN
12’-3’)
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121nc
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0052 01000006751
MA
INT
EN
AN
CE
DE
SIG
NR
oyal B
. M
cC
arthy
Lak 11.9/19.1C
hris G
hid
in
elli
Johnathon Jackson
29 13
2/21/13
77294
6/30/13
Chris
Ghidinelli
February 22, 2013
8
SUMMARY OF QUANTITIES
Q-1
TOTAL
FROM TO
LOCATION
(PM)
LF
AVERAGE
WIDTH
TON
11.89
11.93
12.08
12.78
14.56
14.87
16.83
16.99
17.51
17.85
18.75
12.08
12.78
14.56
19.10
32
44
32
158
172
155
142
151
159
1003
24
3696
1690
25,555
26
25
24
25
25
23
TOTAL
LENGTH
ASPHALTIC
EMULSION
MEMBRANE
(BONDED WEARING
COURSE)
HOT MIX
ASPHALT
(BONDED WEARING
COURSE)
13.10
14.10
19.40
13.10
14.10
44
159
44
44
5280
2429
4.49
12.05
7.57
23.66
10.89
83.29
223.42
598.75
376.45
1176.12
541.06
4139.91
7055.71141.95
REMARKS
COLD
PLANE
SPRUCE GROVE Rd
A St
MURPHY SPRINGS Rd
B St
C St
SPRUCE GROVE Rd
SQ YD
117.33
50.67
88.00
78.67
65.33
65.33
76.00
70.67
85.33
697.33
TACK COAT
HOT MIX
ASPHALT
(TYPE A)
23.49
25.29
26.47
22.90
21.85
23.24
22.51
165.75 1.24
0.18
0.19
0.20
0.17
0.16
0.17
0.17
LOCATION LENGTH
FROM TO LF TON
11.89 11.96 NB 369.60 7.98
12.12 12.50 NB 2006.40 43.34
12.72 12.80 NB 422.40 9.12
12.93 13.05 NB 633.60 13.69
13.38 13.43 NB 264.00 5.70
13.46 13.55 NB 475.20 10.26
13.88 13.91 NB 158.40 3.42
14.55 15.12 NB 3009.60 65.01
15.22 15.99 NB 4065.60 87.82
16.10 16.30 NB 1056.00 22.81
16.40 16.43 NB 158.40 3.42
16.60 18.20 NB 8448.00 182.48
18.29 18.45 NB 844.80 18.25
18.55 19.40 NB 4488.00 96.94
11.96 12.21 SB 1320.00 28.51
12.47 12.94 SB 2481.60 53.60
13.03 13.18 SB 792.00 17.11
13.32 13.37 SB 264.00 5.70
13.47 13.49 SB 105.60 2.28
13.62 13.65 SB 158.40 3.42
13.80 13.84 SB 211.20 4.56
14.03 14.09 SB 316.80 6.84
14.18 14.43 SB 1320.00 28.51
14.49 15.64 SB 6072.00 131.16
15.77 16.18 SB 2164.80 46.76
16.30 16.63 SB 1742.40 37.64
16.74 19.40 SB 14044.80 303.37
TOTAL
IMPORTED MATERIAL
(SHOULDER BACKING)
SHOULDER BACKING
ROADWAY
HOFACKER Ln
1240.00
STAFROM TO
TOTAL
RUMBLE STRIP (GROUND-IN)
LOCATION
(PM)
12.17 19.10 366
366
FOG SEAL
ORIENTATION TONS REMARKS
NB
SB
DIKE
DIKE
0.2
0.1
0.3
CENTERLINE SHOULDER
12.00 Lt
12.00 Rt
12.11 Lt
12.11 Rt
5.8
5.8
18.80 Rt 18.98 Rt 9.5
21.1
ORIENTATION
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => s1216
149121pa
DA
TE
PL
OT
TE
D =
>
09:59
22-F
E
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
0 1 2 3
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
01
BORDER LAST REVISED 7/2/2010 UNIT PROJECT NUMBER & PHASE0052 01000006751
MA
INT
EN
AN
CE
DE
SIG
NR
oyal B
. M
cC
arthy
Lak 11.9/19.1C
hris G
hid
in
elli
Johnathon Jackson
29 13
2/21/13
77294
6/30/13
Chris
Ghidinelli
February 22, 2013
