RFB: COUNTY ROAD 35 BRIDGE REPLACEMENT AT WILSON CREEK BR-NBIL(519)

30+00
ISTNDOV PC PUPILIPPVEEE EERLLT= =111277"55..0577
10+00
15+00 20+00 25+00 ISTNDOV PC PUPILIPPVEEE EERLLT= =111277"45..9455
W
i
l
s
o
n
C r
e
e
k
swolliW
oT
x
x
x
x
x
NOISIVER
TSAL
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
DEL NORTE SISKIYOU MODOC
TRINITY SHASTA LASSEN
HUMBOLDT
TEHAMA
PLUMAS
BUTTE SIERRA
MENDOCINO
B A NEVADA
COLUSA S Y U
U PLACER
LAKE T
T
E R EL DORADO
SONOMA NAPA YOLO S A C M R E A N - T O AMADOR E R A S ALPINE
SOLANO A V
L SAN FRA M N
S
A
A
C R
N
IS I N
M
CO
ATEO
A C L O C A
S
N O M
C A
T S
L N
E R T
A
D
T
A A
R
A
A
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A
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S
A A
T
Q N
A
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IN ISL
M
A C
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A U
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S
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M TU A
M
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A
L I
D
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E
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R
S
A
N A E MONO
SANTA CRUZ
SAN
BENITO FRESNO INYO
TULARE
MONTEREY
KINGS
SAN
LUIS
OBISPO KERN
SAN BERNARDINO
SANTA
BARBARA
LOSANGELES
VENTURA
RIVERSIDE
LOCATION MAP
ORANGE
SAN DIEGO IMPERIAL
DENGIS
ETAD
ETAD
pxE
ESNECIL
.oN
NOITARTSIGER
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
REENIGNE
TCEJORP
TNATLUSNOC
5202/6/8
MP
41:72:3
STATE OF CALIFORNIA
PROJECT PLANS FOR CONSTRUCTION ON
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2024
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
RELATIVE BORDER SCALE 0 1 2 3 Richard
IS IN INCHES 03-101771ab001.dgn
=
DETTOLP
ETAD
=
DETTOLP
EMIT
N/A 1
NO SCALE
USERNAME =
DGN FILE =
NOSLIW
.C
SALGUOD
INDEX OF PLANS
03 Gle CR 35 46
SHEET No. DESCRIPTION
1 TITLE AND LOCATION MAP
TYPICAL CROSS SECTIONS
LAYOUTS
TEMPORARY WATER POLLUTION/EROSION CONTROL PLANS
GLENN
COUNTY ROAD 35
CONSTRUCTION AREA SIGNS PLAN
BRIDGE REPLACEMENT AT WILSON CREEK
DETOUR PLAN PAVEMENT DELINEATION AND SIGN PLAN ON COUNTY ROAD 35
SUMMARY OF QUANTITIES FEDERAL AID PROJECT BR-NBIL(519)
REVISED STANDARD PLAN
STATE BRIDGE No.11C0270
STRUCTURES
STRUCTURE PLANS
THE STANDARD PLANS LIST APPLICABLE TO THIS
CONTRACT IS INCLUDED IN THE NOTICE TO
BIDDERS AND SPECIAL PROVISIONS BOOK.
BEGIN CONSTRUCTION 5
E
Sta "A" 10+05.06
T
U
O
R
WILSON CREEK BRIDGE
Br No. 11C0270
To Artois
END CONSTRUCTION
Sta "A" 30+00.00
H
DAOR
YTNUOC
COUNTY ROAD 33
D
DAOR
YTNUOC
COUNTY OF GLENN
PUBLIC WORKS AGENCY
2-6
7-11
12-14 CONSTRUCTION DETAILS
15-19
20 CONTOUR GRADING
21
22 DRAINAGE PROFILES
24
25 26-28
29-30
31
32-46
COUNTY ROAD 35
52-82-70
DRAINAGE PLAN AND QUANTITIES
23 DRAINAGE DETAILS
BASIS OF BEARING
HORIZONTAL CONTROL POINTS WALKER & WILSON
#1-#6, FURNISHED BY GLENN COUNTY PUBLIC
WORKS AGENCY
BENCHMARK
DESCRIPTION OF MONUMENTS:
DS 381 C&GS 1964, LOCATED ON THE NE
HEADWALL 0.2 MILE WEST OF RD H
ELEVATION=165.90
PROFESSION
07-28-25 A
D L
E
R E PROJECT ENGINEER DATE E N
T G
REGISTERED CIVIL ENGINEER S DOUGLAS C. WILSON I I N
G E
E 20989 E R No. R
July 28, 2025 09-30-25
Exp.
S CIVIL PLANS APPROVAL DATE T
A TE OFCALIFORN
IA
CCOOUUNNTTYY OOFF GGLLEENNNN:: WWIILLLLDDAANN EENNGGIINNEEEERRIINNGG
22001144 TTUULLAARREE SSTTRREEEETT,, SSUUIITTEE 551155
FFRREESSNNOO,, CCAALLIIFFOORRNNIIAA 9933772211
CCOOUUNNTTYY OOFF GGLLEENNNN
PPUUBBLLIICC WWOORRKKSS AAGGEENNCCYY
TTaalliiaa RRiicchhaarrddssoonn DDAATTEE 777777 NN.. CCOOLLUUSSAA SSTTRREEEETT
DDiirreeccttoorr ooff PPuubblliicc WWoorrkkss WWIILLLLOOWWSS,, CCAALLIIFFOORRNNIIAA 9955998888
52-82-70
52-03-90
98902
08-06-25

NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
COUNTY OF GLENN
PUBLIC WORKS AGENCY
777 N. COLUSA STREET
WILLOWS, CALIFORNIA 95988
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
85:01:11
>=
DETTOLP
EMIT
NOTES:
03 Gle 2
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTION) ARE
SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
07-28-25
DATE
STRUCTURAL SECTION NOTES:
July 28, 2025
1 Prop SECTION PLANS APPROVAL DATE
0.35' HMA TYPE A
0.50' Cl 2 AB
2 EXISTING SECTION
WILLDAN ENGINEERING
0.10' HMA
2014 TULARE STREET, SUITE 515
OVER NATIVE FRESNO, CALIFORNIA 93721
R/W R/W
"A" LINE
VARIES VARIES
OG HP ES ETW ETW ES HP
3' 2' 12' 12' 2' 3'
OG
PG
2:1 OR
SLOPE
2% 2%
5% 5% FLATTER
VARIES
1
2
INDEPENDENT FLOWLINE GRADE REMOVE ASPHALT
SEE "CONSTRUCTION DETAILS" CONCRETE PAVEMENT PAVEMENT EDGE TREATMENT
SHEETS PER CALTRANS Std PLAN P76 (Typ)
"A" Sta 11+35.90 TO "A" Sta 12+60.00
R/W R/W
"A" LINE
VARIES VARIES
HP ES ETW ETW ES HP
3' 2' 12' 12' 2' 3'
OG
PG
2:1 OR
2% 2%
5% 5% FLATTER
OG
REMOVE ASPHALT 1
2
CONCRETE PAVEMENT
PAVEMENT EDGE TREATMENT
PER CALTRANS Std PLAN P76 (Typ)
"A" Sta 10+43.19 TO "A" Sta 11+35.90
COUNTY ROAD 35
TYPICAL CROSS SECTION
X-1
NO SCALE
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ca001.dgn IS IN INCHES

NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
COUNTY OF GLENN
PUBLIC WORKS AGENCY
777 N. COLUSA STREET
WILLOWS, CALIFORNIA 95988
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
95:01:11
>=
DETTOLP
EMIT
NOTES:
03 Gle 3
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTION) ARE
SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
07-28-25
DATE
STRUCTURAL SECTION NOTES:
July 28, 2025
1 Prop SECTION PLANS APPROVAL DATE
0.35' HMA TYPE A
0.50' Cl 2 AB
2 EXISTING SECTION
WILLDAN ENGINEERING
0.10' HMA
2014 TULARE STREET, SUITE 515
OVER NATIVE FRESNO, CALIFORNIA 93721
R/W R/W
"A" LINE
VARIES VARIES
HP ES ES HP
3' AT "A" Sta 21+50.00 3' AND 3' AND 3' AT "A" Sta 21+50.00
3' AT "A" Sta 22+98.07 VARIES VARIES 3' AT "A" Sta 22+71.05
4' AT "A" Sta 23+04.07 4' AT "A" Sta 22+74.46
ETW ETW
2' AT "A" Sta 21+50.00 VARIES 12' 12' VARIES 2' AT "A" Sta 21+50.00
4' AT "A" Sta 22+50.00 4' AT "A" Sta 22+50.00
4' AT "A" Sta 23+14.07 4' AT "A" Sta 22+84.44
PG
2% 2%
5% 5%
SLOPE VARIES
OG 2:1 OR
FLATTER
1
OG
INDEPENDENT FLOWLINE GRADE
SEE "CONSTRUCTION DETAILS" 2
SHEETS OBLITERATE SURFACING PAVEMENT EDGE TREATMENT
PER CALTRANS Std PLAN P76 (Typ)
"A" Sta 21+50.00 Lt TO "A" Sta 23+14.07 Lt
"A" Sta 21+50.00 Rt TO "A" Sta 22+84.44 Rt
R/W
R/W
"A" LINE
VARIES VARIES
HP ES ETW ETW ES HP
3' 2' 12' 12' 2' 3'
SLOPE VARIES, SEE
PG
"LAYOUT" SHEETS
2% 2%
5% 5%
OG
2:1 OR
FLATTER
1
OG
INDEPENDENT FLOWLINE GRADE
SEE "CONSTRUCTION DETAILS"
SHEETS
2
PAVEMENT EDGE TREATMENT
PER CALTRANS Std PLAN P76 (Typ)
OBLITERATE SURFACING
"A" Sta 12+60.00 TO "A" Sta 21+50.00
COUNTY ROAD 35
TYPICAL CROSS SECTION
X-2
NO SCALE
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ca002.dgn IS IN INCHES

NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
COUNTY OF GLENN
PUBLIC WORKS AGENCY
777 N. COLUSA STREET
WILLOWS, CALIFORNIA 95988
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
00:11:11
>=
DETTOLP
EMIT
NOTES:
03 Gle 4
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTION) ARE
SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
07-28-25
DATE
STRUCTURAL SECTION NOTES:
July 28, 2025
1 Prop SECTION PLANS APPROVAL DATE
0.35' HMA TYPE A
0.50' Cl 2 AB
2 EXISTING SECTION
WILLDAN ENGINEERING
0.10' HMA
2014 TULARE STREET, SUITE 515
OVER NATIVE FRESNO, CALIFORNIA 93721
R/W R/W
"A" LINE
VARIES VARIES
4' AND VARIES, SEE
"CONSTRUCTION DETAILS
No. 3" SHEET
HHPP EESS EETTWW EETTWW ES HP
4' 44'' 1122'' 1122'' 4'
MGS MGS
Vert
PG
EDGE Vert
2% 2%
EDGE
5% 5%
2:1 OR 2:1 OR
FLATTER FLATTER
1
OG
OG
2
OBLITERATE SURFACING
"A" Sta 25+73.71 Lt TO "A" Sta 26+47.67 Lt
"A" Sta 25+92.57 Rt TO "A" Sta 26+57.51 Rt
"A" LINE
R/W R/W
VARIES VARIES
4'
HP ES ETW ETW
4' 4' 12' 12' Var 4' AT "A" Sta 22+84.44
2' AT "A" Sta 23+34.40
2' AT "A" Sta 23+59.40
MGS MGS
Vert
PG
Vert
EDGE
2% 2% EDGE
5% 5%
SLOPE VARIES
2:1 OR
FLATTER
OG 1
OG
INDEPENDENT FLOWLINE GRADE
2
SEE "CONSTRUCTION DETAILS"
OBLITERATE SURFACING
SHEETS
"A" Sta 23+14.07 Lt TO "A" Sta 23+87.94 Lt
"A" Sta 22+84.44 Rt TO "A" Sta 23+59.40 Rt
TYPICAL CROSS SECTION
COUNTY ROAD 35
X-3
NO SCALE
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ca003.dgn IS IN INCHES

NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
COUNTY OF GLENN
PUBLIC WORKS AGENCY
777 N. COLUSA STREET
WILLOWS, CALIFORNIA 95988
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
10:11:11
>=
DETTOLP
EMIT
NOTES:
03 Gle 5
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTION) ARE
SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
07-28-25
DATE
STRUCTURAL SECTION NOTES:
July 28, 2025
1 Prop SECTION PLANS APPROVAL DATE
0.35' HMA TYPE A
0.50' Cl 2 AB
2 EXISTING SECTION
WILLDAN ENGINEERING
0.10' HMA
2014 TULARE STREET, SUITE 515
OVER NATIVE FRESNO, CALIFORNIA 93721
R/W "A" LINE R/W
VARIES VARIES
HP ES ES HP
3' 3'
ETW ETW
4.00' AT "A" Sta 26+91.98 Var VARIES VARIES Var 3.78' AT "A" Sta 27+50.00
2.38' AT "A" Sta 28+51+78 11.81' AT "A" Sta 27+50.00 11.81' AT "A" Sta 27+50.00 1.26' AT "A" Sta 28+42.59
1.00' AT "A" Sta 30+00.00 10.35' AT "A" Sta 28+61.22 10.74' AT "A" Sta 28+39.69 1.00' AT "A" Sta 30+00.00
9.24' AT "A" Sta 30+00.00 9.24' AT "A" Sta 30+00.00
PG
2% 2% 2:1 OR
2:1 OR 5% 5%
FLATTER
OG
FLATTER
OG
1
2
REMOVE ASPHALT
PAVEMENT EDGE TREATMENT
CONCRETE PAVEMENT
PER CALTRANS Std PLAN P76 (Typ)
"A" Sta 27+50.00 TO "A" Sta 30+00.00
R/W R/W
"""AAA""" LLLIIINNNEEE
VARIES VARIES
HP ES EETTWW ETW ES
4' AT "A" Sta 26+47.67 VARIES 44'' 12' AND VARIES VARIES VARIES 3.96' AT "A" Sta 27+15.25
4' AT "A" Sta 26+57.71 12.00' AT "A" Sta 26+49.74 11.97' AT "A" Sta 27+15.25 3.78' AT "A" Sta 27+50.00
3' TO "A" Sta 26+63.72 12.00' AT "A" Sta 26+91.98 11.81' AT "A" Sta 27+50.00
HP
11.81' AT "A" Sta 27+50.00
3'
2:1 OR 2% PG 2% 2:1 OR
5% 5%
FLATTER FLATTER
OG
OG
1
2
OBLITERATE SURFACING PAVEMENT EDGE TREATMENT
PER CALTRANS Std PLAN P76 (Typ)
"A" Sta 26+47.67 Lt TO "A" Sta 27+50.00 Lt
"A" Sta 27+15.25 Rt TO "A" Sta 27+50.00 Rt
COUNTY ROAD 35
TYPICAL CROSS SECTION
X-4
NO SCALE
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ca004.dgn IS IN INCHES

NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
COUNTY OF GLENN
PUBLIC WORKS AGENCY
777 N. COLUSA STREET
WILLOWS, CALIFORNIA 95988
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
10:11:11
>=
DETTOLP
EMIT
NOTES:
03 Gle 6
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTION) ARE
SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
07-28-25
DATE
2. FOR DETAILS NOT SHOWN SEE SHEET "CONSTRUCTION DETAILS" SHEET C-3.
July 28, 2025
STRUCTURAL SECTION NOTES: PLANS APPROVAL DATE
1 Prop SECTION
0.35' HMA TYPE A
0.50' Cl 2 AB
WILLDAN ENGINEERING
2014 TULARE STREET, SUITE 515
FRESNO, CALIFORNIA 93721
"DW2" LINE
HP ES ES HP
2' Min AND VARIES 8' Min AND VARIES 8' Min AND VARIES 2' Min AND VARIES
(SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2)
PG 2:1 OR
SLOPE VARIES 5%
2:1 OR
5% (SEE NOTE 2) FLATTER OG
FLATTER
OG
1
"DW2" Sta 2+16.50 TO "DW2" Sta 2+80.00
"DW2" LINE
"DW1" LINE
HP ES ES HP
2' 12' Min AND VARIES 12' Min AND VARIES 2' Min AND VARIES
(SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2) (SEE NOTE 2)
PG
SLOPE VARIES SLOPE VARIES
2:1 OR 5% (SEE NOTE 2) (SEE NOTE 2) 5% 2:1 OR
FLATTER
FLATTER
OG OG
1
"DW1" Sta 1+16.00 TO "DW1" Sta 1+88.48
"DW1" LINE
TYPICAL CROSS SECTION
X-5
NO SCALE
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ca005.dgn IS IN INCHES

STATION TOTAL
Exc
CY
Emb
NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL T A TE OFCALIFORN IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
40:11:11
>=
DETTOLP
EMIT
02 Gle
APN 020-200-001
07-28-25
(CALLIOPSIS LLC)
DATE
July 28, 2025
D
PLANS APPROVAL DATE
D
B 46.02' Lt
A
O
P 0 9 6 5 18" HDPE 24" ORCP "A" 10+29.64
. . R
0 8 8 081
0 3 6 TCE
. Y TCE
8 1 WILLDAN ENGINEERING
0 T
+
0 4
8
9
1
N
R/W
36"
CMP
2014 TULARE STREET, SUITE 515
9 3 4 U 180 R/W FRESNO, CALIFORNIA 93721
2 6
O
" = =
A N E C COUNTY OF GLENN
" 180 F
PUBLIC WORKS AGENCY
F
2' 777 N. COLUSA STREET
WILLOWS, CALIFORNIA 95988
C P P M C " 4 P C R "42 10+00 P C R " 8 1 '
Note 2 4 " R 2 11+00 544.56' 12+00 ES HP ETW 13+00 2
1
COUNTY ROAD 35 ES HP ETW '
FD IP DN9
2 FD BCM DN9 1
F
180 F
3' 2'
TEL RISER
POWER POLE
"A" 10+05.06 POT W/TRANS
R/W
CONFORM TO Exist R/W
Abn ATT
BURIED CABLE
SAWCUT
18"
RCP
35.98' Rt
S
PR
T
O
A
T
N
E
D
C
P
T
I
I
P
R
E
RIGATION
"A" 10+29.64
SEE NOTE 2
APN 020-210-008
(PIEPER ERNEST F)
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ea001.dgn IS IN INCHES
60.50+01
IVP
00.04+01
IVP
03.971
velE
00.06+01
CVB
62.971
velE
00.06+11
IVP
60.971
velE
00.06+21
CVE
58.081
velE
00.00+31
CVB
65.181
velE
200.00' VC
+1.79%
-0.69% -0.20%
45.971
velE
PG
OG
05+31
ENILHCTAM
195 195
190 190
185 185
180 180
175 175
170 170
9+00 10+00 11+00 12+00 13+00
05+31
ENIL
HCTAM
7
LAYOUT
Horiz SCALE: 1" = 20'
Vert SCALE: 1" = 5' L-1
143 143
400 400
)tsixE
OT
MROFNOC(
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT COUNTY
OF GLENN PUBLIC WORKS AGENCY.
2. FOR ROAD CONNECTION DETAILS NOT SHOWN, SEE
"CONSTRUCTION DETAILS" SHEETS.
COUNTY ROAD 35
"A" LINE

STATION TOTAL
Exc
CY
Emb
NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL
T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
60:11:11
>=
DETTOLP
EMIT
02 Gle
07-28-25
DATE
July 28, 2025
PLANS APPROVAL DATE
175
571
571
WILLDAN ENGINEERING
2014 TULARE STREET, SUITE 515
C C
FRESNO, CALIFORNIA 93721
B R
P
6 5 COUNTY OF GLENN
5 9 7
1
. 2 PUBLIC WORKS AGENCY
4 APN 020-200-001 . 777 N. COLUSA STREET
4 2
+ (CALLIOPSIS LLC) 2 WILLOWS, CALIFORNIA 95988
4 +
1 6
1
"
A "
" A "A" 18+00.01 EC
08T1CE 081 "
TCE
081
TCE
R/W R/W
R/W
F
180 F F
180
' 180
2
'
1 1 2 14+00 ETW 15+00 COUNTY ROAD 35 ES 16+00 HP "A" LINE 17+00 2
'
544.56'
1
2 ETW ES HP 18+00
'
2
F
F
F
R/W E
C
R/W
N Abn ATT
D E
BURIED CABLE
N F
A
E
E C
V A
O L
M P
E E APN 020-210-008
R R
(PIEPER ERNEST F)
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ea002.dgn IS IN INCHES
00.00+41
IVP
53.381
velE
00.00+51
CVE
51.381
velE
PG
+1.79% -0.20%
-0.20%
200.00' VC
OG
05+81
ENILHCTAM
195 195
190 190
185 185
180 180
175 175
170 170
14+00 15+00 16+00 17+00
05+81
ENIL
HCTAM
NOTES:
CURVE DATA
1. 8
No.X R T L
1 10000.00' 88.87' 177.73'
2 10000.00' 88.87' 177.73'
LAYOUT
Horiz SCALE: 1" = 20'
Vert SCALE: 1" = 5' L-2
13+00 17+00 18+00
05+31
ENILHCTAM
05+31
ENIL
HCTAM
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
COUNTY OF GLENN PUBLIC WORKS AGENCY.
COUNTY ROAD 35
"A" LINE
0 0
2,915 2,915

STATION TOTAL
Exc
CY
Emb
NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
52-82-70
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E
R E
E N
T G
S I
I N
G E
E E
R No. R
Exp.
S CIVIL
T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
5202/6/8
>=
DETTOLP
ETAD
MA
80:11:11
>=
DETTOLP
EMIT
02 Gle
07-28-25
DATE
175
July 28, 2025
175
PLANS APPROVAL DATE
WILLDAN ENGINEERING
2014 TULARE STREET, SUITE 515
FRESNO, CALIFORNIA 93721
COUNTY OF GLENN
END Shld Trans PUBLIC WORKS AGENCY
777 N. COLUSA STREET
571 16.00' Lt "A" 22+50.00
571 WILLOWS, CALIFORNIA 95988
APN 020-200-001
571
BEGIN Shld Trans
(CALLIOPSIS LLC)
14.00' Lt "A" 21+50.00
TCE
081 TCE
081 TCE
081
R/W
' R/W R/W
F F
180
F
3'
180
2'
'
2
1 19+00 COUNTY ROAD 35 20+00 ETW ES HP
' 795.03' 21+00 "A" LINE 22+00
2
1
ETW ES HP
2' 3' F
F
F
R/W
R/W
Abn ATT
BURIED CABLE
BEGIN Shld Trans END Shld Trans
APN 020-210-008
(PIEPER ERNEST F) 14.00' Rt "A" 21+50.00 16.00' Rt "A" 22+50.00
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ea003.dgn IS IN INCHES
00.05+02
IVP
70.281
velE
TNIOP
WOL
PG
-0.20% +0.20%
OG
05+22
ENILHCTAM
195 195
190 190
185 185
180 180
175 175
170 170
19+00 20+00 21+00
05+22
ENIL
HCTAM
NOTES:
1. 9
LAYOUT
Horiz SCALE: 1" = 20'
Vert SCALE: 1" = 5' L-3
18+00 22+00 23+00
05+81
ENILHCTAM
05+81
ENIL
HCTAM
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
COUNTY OF GLENN PUBLIC WORKS AGENCY.
COUNTY ROAD 35
"A" LINE
0 0
1,718 1,718

STATION TOTAL
Exc
CY
Emb
NODROG
.M
YRAG
46
GARY M. GORDON
42176
03-31-26
REENIGNE
TCEJORP
NNAMLHU
.R
NODROG
.G
62-51-30
POST MILES SHEET TOTAL
Dist COUNTY ROUTE
TOTAL PROJECT No. SHEETS
CR 35 N/A
x
x
x
x
x
NOISIVER
TSAL
PROFESSION
REGISTERED CIVIL ENGINEER A
D L
E R E
E N T G
S I
I N G E E E R No. R
Exp.
S CIVIL T
A TE OFCALIFORN
IA
-DETALUCLAC
YB
DESIVER
YB
DENGISED
DESIVER
ETAD
YB
DEKCEHC
6202/51/3
>=
DETTOLP
ETAD
MA
90:04:9
>=
DETTOLP
EMIT
100.00' Lt
"A" 23+00.00 TCE
02 Gle
TCE
APN 020-200-001
100.00' Lt
07-28-25
(CALLIOPSIS LLC) C
"A" 25+25.00 B DATE
W
i 7
l 0
E s . July 28, 2025 o 5 C T T n C 9 PLANS APPROVAL DATE
E +
5
45.95' Lt 2 C
"A" 23+00.00 r "
e A
TCE 1 7 e "
5
081 k
WILLDAN ENGINEERING
175
2014 TULARE STREET, SUITE 515
FRESNO, CALIFORNIA 93721
4'
175 COUNTY OF GLENN 180
PUBLIC WORKS AGENCY
777 N. COLUSA STREET
SLURRY WILLOWS, CALIFORNIA 95988
SLURRY
'
2 Conc
1 23+00 AC
24+00 COUNTY ROAD 35 25+00
26+00 "A" LINE
' 2 1 Conc 795.05'
AC
175
SLURRY SLURRY
4'
1
7
5
F
EB 25+66.58
3
R/W
F
IRR BFP
IRRIGATION AG WELL
STAND PIPE
W
1
7
5
90.00' Rt
"A" 24+60.00
BOV
TCE
BOV
90.00' Rt
35.95' Rt "A" 23+41.40
T
"A" 23+41.40 C
E
PROTECT AG WELL
APN 020-210-008
134.50' Rt
TCE
(PIEPER ERNEST F)
"A" 25+24.30
USERNAME => Richard RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 03-101771ea004.dgn IS IN INCHES
tL
'05.92
69.91+62
"A"
R/W
R/W
F BB 24+13.93 F R/W
F
"A" 23+91.40 POT
ES HP
"DW1" 01+00.00 POT 25+00
ES
HP
R/W
2
+
0
0
ENIL
NI
tlA
geB
METSYS
LANIMRET
70.41+32
"A"
tL
'00.61
Beg Trans RAILING (TYPE WB-31)
16.00' Lt "A" 25+72.58
F
ENIL
NI
tlA
geB
METSYS
LANIMRET
44.48+22
"A"
tR
'00.61
ENIL
NI
tlA
DNE
METSYS
LANIMRET SGM
geB
04.43+32
"A"
tR
'00.41
SGM
DNE
ENIL
NI
tlA
DNE
METSYS
LANIMRET
76.74+62
"A"
tL '00.61
END Trans RAILING
(TYPE WB-31)
Beg Alt IN LINE
END Alt IN LINE
TERMINAL SYSTEM
TERMINAL SYSTEM 16.00' Lt "A" 25+97.59
Beg Trans RAILING
(TYPE WB-31)
16.00' Lt "A" 23+64.07
END Trans RAILING
(TYPE WB-31)
16.00' Lt "A" 23+89.07
ETW
ETW
Beg Trans RAILING
(TYPE WB-31)
16.00' Rt "A" 25+91.44
NOITCES
LANIMRET
)B
EPYT(
tR
'87.71
01.17+32
"A"
SEE NOTE 2
ROHCNA
DNE
geB
)M-TFS
EPYT(
yssA
04.95+32
"A"
tR
'00.41
Beg END ANCHOR
Assy (TYPE SFT)
ROHCNA
DNE
DNE
)M-TFS
EPYT(
yssA
SEE STRUCTURAL PLANS
FOR BRIDGE DETAILS
Abn ATT
BURIED CABLE
END MGS
END CAP (TYPE A)
16.00' Rt "A" 24+25.15
END END ANCHOR
Assy (TYPE SFT-M)
Beg MGS
18.93' Lt
"DW1" 1+19.78
TERMINAL SECTION
(TYPE B)
11.65' Lt
"DW1" 1+29.69
00.00+52
CVB
79.281
velE
00.00+62
IVP
71.381
velE
0
5
+
6
2
E N I
L
H
C
T
A
M
190 190
PROPOSED
BRIDGE
185 185
STRUCTURE
PG
+0.20% -1.80%
+0.20%
180 180
200.00' VC
OG
175 175
170 170
23+00 24+00 25+00
57+62
ENIL
HCTAM
10
CURVE DATA
No.X R T L
3 10000.00' 48.46'
LAYOUT
Horiz SCALE: 1" = 20'
Vert SCALE: 1" = 5' L-4
22+00 26+00 27+00
05+22
ENILHCTAM
05+22
ENIL
HCTAM
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
COUNTY OF GLENN PUBLIC WORKS AGENCY.
2. RELOCATE SURVEY MONUMENT TO TOP OF
ABUTMENT 1 DIAPHRAGM.
END Trans RAILING
(TYPE WB-31)
Beg Alt FLARED
TERMINAL SYSTEM
16.00' Rt "A" 26+16.41
00 degrees33'19" 96.91'
165 165
COUNTY ROAD 35
"A" LINE
0 0 0
641 424 1,065