G G G G G
G G G G G G
G G G G
G
GGGG
UE UE UE
UE
UE
UE
UE
UT
UT
UT UT
UT UT
UT
UT
UT
UT
UE
UE UE UE UE
D D
BFP
BFP
LOADING ZONE
NO PARKING
BFP
PIV
FDC
10+00 11+00 12+00 13+00 14+00
15+00 16+00 17+00
STA 10+15.66 (50.3' RT)
MATCH EX. AC 332.36
STA 9+85.55 (11.1' RT)
MATCH EX. AC 332.96
STA 10+15.25 (10.7' RT)
MATCH EX. AC 333.00
STA 10+32.58 (21.5' LT)
MATCH EX. AC 332.61
STA 17+13.00 (17.2' LT)
MATCH EX. AC 333.79
STA 17+13.00 (0.0' )
MATCH EX. AC 334.36
STA 17+13.00 (27.0' RT)
MATCH EX. AC 333.57
STA 16+90.00
AC 333.70 STA 10+42.58
AC 332.65
STA 10+26.47
AC 333.12
STA 16+90.00
AC 334.32
2.50%
3.10%
STA 10+43.62
FL 332.45
STA 10+23.51 (50.4' RT)
MATCH EX. FL 332.21
STA 13+93.93
FL 332.98
STA 13+41.60
FL 332.90
2.06% STA 16+90.00
FL 333.43
STA 16+41.57
FL 333.35
2.70%
0.15% 0.15%
0.16%
1.52%
1.44%
STA 10+54.31
C 333.10
C 334.05
TC/C 333.55
STA 10+78.62
FL 332.51
STA 11+12.28
FL 332.56
TC 333.10
AC 332.60 TC 333.13
AC 332.63
TC/C 333.14
TC 333.06
AC 332.56
C 333.07
TC/C 333.49
C 333.48 C 333.40
TC/C 333.56
TC/C 333.62
TC/C 333.85
TC/C 333.88
TC/C 333.96
TC/C 333.89
C 333.85
STA 9+99.21 (21.5' LT)
MATCH EX. AC 333.18
STA 9+85.55 (5.5' LT)
MATCH EX. AC 333.13
STA 9+65.55 (5.5' LT)
MATCH EX. AC 333.15
STA 9+65.55 (18.6' LT)
MATCH EX. AC 332.61
STA 9+71.87 (21.5' LT)
MATCH EX. AC 332.55
GOSHEN AVE
322
325
330
335
340
322
325
330
335
340
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 STA 10+26.47
CL 333.12
STA 16+90.00
CL 334.32
STA 17+13.00
CL 334.36
STA 10+32.58
EP 332.61
STA 10+42.58
EP 332.65
STA 16+90.00
EP 333.70
STA 17+13.00
EP 333.79
STA 10+43.62
FL 332.45
STA 16+90.00
FL 333.43
STA 17+13.00
FL 333.57
ADDENDA NO. 3
03-10-2025
Know what's below.
Call before you dig.
WARNING
POWER LINES
OVERHEAD
1800 30th STREET, SUITE 280
BAKERSFIELD, CALIFORNIA 93301
PHONE (661) 616-5900
FAX (661) 616-5890
www.provostandpritchard.com
GOSHEN AVENUE
STA 10+00 - 17+00
STATIONING IS ALONG CENTERLINE
0 VERT.
HORIZ.
0 10X
15 30 60
SCALE IN FEET
1.5 3 6
R/W R/W
R/W R/W
NEW AC PAVEMENT PER DETAIL 1
ON SHEET CO10
CONSTRUCTION LEGEND
AC
CONSTRUCT CURB & GUTTER PER
CITY OF VISALIA STD DWG C-4
CG
CONSTRUCT CURB RAMP PER
CITY OF VISALIA STD DWG C-13
CR
CONSTRUCT DRIVE APPROACH PER
CITY OF VISALIA STD DWG C-24.
WIDTH PER PLAN AND 5' SIDEWALK.
DA
GRIND (E) ASPHALT PAVEMENT
AND CONSTRUCT LAP JOINT LJ
CONSTRUCT SIDEWALK PER CITY OF
VISALIA STD. C-11, CONCRETE COLOR
& FINISH PER LANDSCAPING PLANS
SW
30' 42'
20' 31' 11'
N. BURKE STREET
N. BURKE STREET
10'
EG AT CENTERLINE FG AT CENTERLINE
SOUTH FLOWLINE
NORTH EDGE OF PAVEMENT
CONSTRUCT ACCESSIBLE
ON-STREET PARKING PER CALTRANS
STD DWG A90B
ON
11' 31' 30' 12'
42' 42'
MATCH EXISTING EDGE
OF PAVEMENT
EXISTING GROUND
2%-4%
1.5%
GOSHEN AVENUE CROSS SECTION
20'
R/W R/W
FUTURE
R/W
SECTION
LINE
CO5
A
TRUNCATED DOMES PER CITY OF
VISALIA STD. DETAIL C-33 TD
TYP
PROPOSED STREET LIGHTING,
SEE SHEET CO7
CONSTRUCT ASPHALT DIKE PER
CALTRANS STD. A87B TYPE A
AD
EXISTING SWALE
VARIES
CO10
1 34'
30'
ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PROPOSED FIRE HYDRANT SEE
SHEET CO6 FH
ISA PARKING SIGN
C1
PROPOSED ACCESSIBLE
CONCRETE PAVEMENT SECTION
PER DETAIL 2 SHEET CO10
TELECOMMUNICATION CONDUITS
ELECTRICAL CONDUIT
CALWATER MAIN
STORM DRAIN MAIN
EXISTING SEWER
EXISTING SEWER
AD3-CX05
SSMH
AG ADJUST TO GRADE
PROPOSED STORM DRAIN,
SEE SHEET CO6
05/23/2025-002420000_20250319_A_CO5_STREET IMPROVEMENTS STA 10+00 - 17+00_20250310_N00_NR_03_SN_SH_01_U03_C00 CO10 CO10
$ CO10-SC $
CO10 CO10 CO10 CO10
$ CO10-SC $ $ CO10-SC $
CO10
$ CO10-SC $
CO6 CO6
$ CO6-SC $
CO6
$ CO6-SC $
CO7
$ CO7-SC $
CO5 - STREET IMPROVEMENTS STA 10+00 - 17+00 - ADDENDUM03 SET
DATE
DRAWING
SET VISALIACIVICCENTER
ADDENDUM03
MARCH
19, 2025
CO6
$ CO6-SC $
CO6
$ CO6-SC $
CO10
$ CO10-SC $
CO10
$ CO10-SC $ $ CO10-SC $
CO10
$ CO10-SC $
CO7
$ CO7-SC $ $ CO7-SC $