Agenda packet — Visalia City Council, April 18, 2022 (part 2 of 3)

LIP LTECBOX
325.69
TC
325.23
FL
325.34
LIP
325.79C 325.43
TC325.36
FL325.46
LIP
326.01C
325.88
CR
326.79SSMHRIM
326.83
CR
325.83
OG
326.07
OG
325.71
OG
325.97
TC
325.47
FL
325.57
LIP
WV
325.92
CR
325.52
LIP
325.38
FL
325.88
TC WV
WV
325.67
C 325.78
C
325.71
C
325.56
C
325.82
C325.84
C
325.77
C
325.75
C
GUY
325.84
TC
325.36
FL
325.48
LIP 325.80
CR 325.43
LIP
325.30
FL
325.73
TC
325.67SDMHRIM
325.80
OG
325.87
EP326.04P 326.02P
325.94P
325.90P
325.90
OG
325.85C 325.82C
325.84C
325.92P
325.89
OG PP 325.60
EP
326.00
TC325.53
FL325.67
LIP
WV
PP
325.71
TC
325.24
FL
325.25
LIP
WM
325.02
TC
324.68
FL
324.88
LIP
326.51SSMHRIM
WM
325.19
TC
324.80
FL
324.96
LIP 325.22
TC
324.84
FL
325.02
LIP 325.32
TC
324.88
FL 325.30
TC
324.90
FL
324.96
LIP
325.39
TC
324.94
FL325.28
TC
324.86
FL
324.97
LIP 325.96SSMHRIM 325.31SDMHRIM
326.49
CR
326.57
CR 325.67
TC
325.19
FL
325.33
LIP324.95
FL
325.01
LIP
325.23
TC
324.86
FL
324.91
LIP
324.99DI
325.01DI
INV 18"W(319.64)
B.F.P.

2.4%

1.7%

2.8% 3.6%

2.4%

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGENDCONSTRUCTION KEYNOTES (THIS SHEET ONLY)GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

INSTALL CONCRETE COLD JOINT PER CITY STD. C-341
INSTALL CONCRETE CURB AND GUTTER PER CITY STD. C-42
INSTALL DRIVE APPROACH PER CITY STD. C-243
4 INSTALL MEDIAN CURB PER CITY STD. C-8
5 INSTALL DRAINAGE INLET PER CITY STD. D-12
6 INSTALL STORM DRAIN MANHOLE PER CITY STD. D-1
7 INSTALL SANITARY SEWER MANHOLE PER CITY STD. S-1
8 TIE-INTO EXIST. MANHOLE
RIM: 325.42
STA: 46+71.65, 24.98' RT
EXIST. SSMH
RIM: 325.94
STA: 48+36.98, 14.55' RT
EXIST. SSMH RIM: 327.68
STA: 53+35.54, 21.18' RT
EXIST. SSMH
EXIST. 24" SS PIPE @ S=-0.0314
INV. 24" W 308.40
INV. 8" N 310.00
INV. 8" S 316.17
INV. 24" E 308.49
EXIST. 24" SS PIPE @ S=-0.0007
INV. 24" W 308.14

IMROVEMENT PLAN
46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
NORTH
0' 40'40' 0'

VERTICAL SCALE
2'

NOT FORCONSTRUCTION
60% SUBMITTAL
58+00
MATCHLINE STA: 46+00
SEE SHEET 9
328
326
324
322
312
310
308
306
316
314
328
326
324
322
312
310
308
306
316
314
255

PROPR/W

30.00'

PROPOSED

CURB & GUTTER
X" AC,
34" TYPE B
MINIMUM XX" AB, CLASS 2 @95% RELATIVE COMPACTION
MINIMUM X" CNS @ 95%RELATIVE COMPACTION
FL

NEWMEDIANCURB
VARIES2.5% MAX
EXIST.CURB &GUTTER
X" AC,
34" TYPE B
MINIMUM XX" AB, CLASS 2 @95% RELATIVE COMPACTIONMINIMUM X" CNS @ 95%RELATIVE COMPACTION VARIES

2.5% MAX
FL
R/W

10.00'

31.00'

2.00'

17.00'
110.00'

FRONTAGE ROADW/ PARKWAY

PROPR/W

30.00'

PROPOSED

CURB & GUTTER
X" AC,
34" TYPE B
MINIMUM XX" AB, CLASS 2 @95% RELATIVE COMPACTION
MINIMUM X" CNS @ 95%RELATIVE COMPACTION
FL

NEWMEDIANCURB
VARIES2.5% MAX
EXIST.CURB &GUTTER
X" AC,
34" TYPE B
MINIMUM XX" AB, CLASS 2 @95% RELATIVE COMPACTIONMINIMUM X" CNS @ 95%RELATIVE COMPACTION VARIES

2.5% MAX
FL
R/W

10.00'

30.00'
102.00'

10.00'

2.00'

FRONTAGE ROADNO PARKWAY

CROSS SECTIONS
NOTES:1.

ASPHALT CONCRETE SHALL BE TYPE A, WITH
34" AGGREGATE GRADATION AND PG 64-10
LIQUID ASPHALT BINDER PER CITY OF VISALIA STANDARD SPECIFICATIONS.

2. TACK COAT IS REQUIRED AND SHALL BE APPLIED PER CITY STANDARD SPECIFICATIONS.

3. ASPHALT CONCRETE REQUIREMENTS SHALL BE AS STATED IN THE CITY OF VISALIASTANDARD SPECIFICATIONS.

4. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE IS50° F AND RISING.

STA. 10+00 - END

RIGGIN AVENUE

ULTIMATE BUILD -OUT
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
STA. 10+00 - END

RIGGIN AVENUE
ULTIMATE BUILD -OUT @

FIRE BAY
256
BLD
BLD
326.50
FNC
325.67
FNC
E
E
326.00
BSW
326.32
BSW
326.06
BSW
325.99
BSW
324.91
BSW 324.92
BSW 325.13
BSW
325.32
BSW
325.10
BSW
325.01
BSW
324.84
BSW
324.36
BSW
324.36
BSW
324.72
BSW
324.79
BSW
323.37
BSW
LTE
LTE
LTE
SHRUB
SHRUB
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE

TREETREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
VP
WM
WM
WM
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
121112121212
12 6
1212121212
61212121215
39 208 LF
39 208 LF
9 1,139 LF
9 913 LF
39 814 LF
39 814 LF
38A
150 LF
38 250 LF
9 160 LF
38A
59 LF
38 74 LF
38A
43 LF
38 57 LF
38A
59 LF
38 74 LF
38 160 LF
38A
67 LF
39 606 LF
39 606 LF
39A
64 LF
39A
64 LF
7 7
7 7
8 6
9 6
9 9
2 97 LF
2 E
WM
WM
WM
WM
FH
FH
SHRUB
SHRUB
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE

SPIGOTWM
INV 12"W(319.54)
INV 12"E(320.13)
BOTTOM 318.61
INV 12"W(319.54)
INV 12"E(320.13)
BOTTOM 318.61
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) COMCAST-UG
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
12 16 19 12 61211
11 11
121219 61212
79 1112
14 38A
65 LF
38A
65 LF
38 62 LF
9 62 LF
38 100 LF
9 1,200 LF
39 1,200 LF
39 1,200 LF
9 1,092 LF
38A
33 LF
38 33 LF
39A
50 LF
39A
50 LF
38 111 LF
38A
55 LF
38A
55 LF
9 10
7 7
78 6
62 22 LF
2 2
28 LF
2 2
102 LF
2 3
77 LF
4 3
80 LF
4 1.

WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,SIGN SPECIFICATION SHEETS, THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES (2014 CALIFORNIA MUTCD, LATEST EDITION), THE LATEST EDITION OFTHE CITY OF VISALIA STANDARD SPECIFICATION AND DRAWINGS, AND THE SPECIALPROVISIONS.

2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY.

3. ALL CROSSWALKS SHALL BE 12 FEET WIDE, OUTSIDE EDGE TO OUTSIDE EDGE PER CITYSTANDARD DRAWING P-7, UNLESS OTHERWISE NOTED ON THE PLANS.

4. INSTERSECTION STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARDDRAWING TS-7, UNLESS OTHERWISE NOTED ON THE PLANS.

5. ALL SIGNS SHALL BE INSTALLED PER 2014 CALIFORNIA MUTCD, LATEST EDITION.

6. TYPE IV WHITE ARROW (RIGHT AND LEFT) SHALL BE INSTALLED PER STATE STANDARDS,UNLESS OTHERWISE NOTED ON THE PLANS.

7. ALL EXISTING STRIPING OR PAVEMENT MESSAGES TO BE REMOVED OR IN CONFLICT WITH IMPROVEMENTS ARE TO BE REMOVED BY LIGHTLY GRINDING.

8. INSTALL "NO PARKING" SIGNS ON STREET LIGHT POLES WHEN POSSIBLE

9. ALL EXISTING SIGNS TO BE PROTECTED IN PLACE SHALL BE ADJUSTED TO FINISHEDGRADE SO THAT THE LOWEST SIGN ON THE POST MEETS CLEARANCES SPECIFIED IN THE2014 CALIFORNIA MUTCD, LATEST EDITION FOR EACH SIGN TYPE.

SIGNAL AND STRIPING NOTES:

INSTALL DETAIL NO. PER STATE STANDARD PLANS (PER LENGTH SHOWN ON PLANS)NO. INDICATES WIDTH OF LANETIMBER BARRICADE, SEE CITY STD. B-1INSTALL BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. PAINT SHALL BEWHITE THERMOPLASTIC PAINT.PAINT CURB RED (PER LENGTH SHOWN ON PLANS)ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEPERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITHHATCHED LINES A MAXIMUM OF 36" O.C. PAINT SHALL BE WHITE THERMOPLASTIC.INSTALL R4-7 AND OM1-1 SIGNS PER CITY STD. TS-8.INSTALL R6-1R AND OM1-1 SIGNS PER CITY STD. TS-8.INSTALL TYPE H MARKERS AND OM2-1H SIGN PER CITY STD. TS-8.INSTALL R5-1 SIGN PER CITY STD. TS-8.INSTALL R81(CA) SIGNINSTALL R3-7R AND R118(CA) SIGNS

LEGEND & KEYNOTESXX
INSTALL TYPE IV (L) PAVEMENT MARKINGINSTALL TYPE IV (R) PAVEMENT MARKINGINSTALL TYPE VI PAVEMENT MARKINGINSTALL SHARROWINSTALL "STOP" PAVEMENT MARKINGINSTALL "ONLY" PAVEMENT MARKINGFURNISH & INSTALL SIGN AND POST AT THIS LOCATIONINSTALL "BIKE LANE" PAVEMENT MARKER W/ ARROW 12345678910
MATCHLINE STA 21+00

SEE BELOW

SIGNING, STRIPING & MARKING PLAN
NORTH
0'40' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
MATCHLINE STA: 34+00
SEE SHEET 13
MATCHLINE STA: 22+00

SEE ABOVE
257
324.17
TC
SIGNAL
SIGNAL
EEE E
LTE
E
LTE
LTE
BOL
LTEFH
WM
323.86
WALL
325.11
WALL
325.25
WALL
LTE
325.19
WALL
325.26

WALLBOL
325.38
WALL
325.40

WALLLTE
325.43
WALL
324.26
WALL
WM
WM
WM
TREE
WM
WM
WM
FH
WM
WM
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
18121212101815
14 14
18 12 6121215
18 12 6121215
38 90 LF
9 87 LF
39 86 LF
39 86 LF
9 91 LF
38 200 LF
9 1,023 LF
39A
150 LF
9 1,027 LF
39 871 LF
39 871 LF
39A
50 LF
39A
50 LF
9 9
95 57
6 2
25 LF
2 2
22 LF
2 2
193 LF
2 2
101 LF
22 95 LF
2 2
193 LF
2 3
83 LF
4 3
80 LF
4 LTE
TREE
327.87
WALL
327.84
WALL
327.26
WALL
327.26
WALL
LTE
TREE
TREE
TREE
TREE
327.83
WALL
327.50
WALL
327.60
WALL
WM
LTE
WM
LTE
LTE
LTE
WM
LTE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
LTE
FH
WM
FH
LTEWM
LTE
325.67C325.78C 325.71C 325.56C325.82C325.84C 325.77C 325.75C WM
WM
INV 18"W(319.64)
B.F.P.

COMCAST
MH
INV 18"E(320.42)
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) COMCAST-UG(E) COMCAST-UG(E) COMCAST-UG
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
17 14
18 12 6121215 12
9 194 LF
9 195 LF
39 193 LF
39 193 LF
38A
150 LF
38 150 LF
9 380 LF
38 150 LF
9 169 LF
10 95
5 2
190 LF
2 2
107 LF
2 2
194 LF
2 2
89 LF
2 1.

2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY.

3. ALL CROSSWALKS SHALL BE 12 FEET WIDE, OUTSIDE EDGE TO OUTSIDE EDGE PER CITYSTANDARD DRAWING P-7, UNLESS OTHERWISE NOTED ON THE PLANS.

4. INSTERSECTION STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARDDRAWING TS-7, UNLESS OTHERWISE NOTED ON THE PLANS.

5. ALL SIGNS SHALL BE INSTALLED PER 2014 CALIFORNIA MUTCD, LATEST EDITION.

6. TYPE IV WHITE ARROW (RIGHT AND LEFT) SHALL BE INSTALLED PER STATE STANDARDS,UNLESS OTHERWISE NOTED ON THE PLANS.

7. ALL EXISTING STRIPING OR PAVEMENT MESSAGES TO BE REMOVED OR IN CONFLICT WITH IMPROVEMENTS ARE TO BE REMOVED BY LIGHTLY GRINDING.

8. INSTALL "NO PARKING" SIGNS ON STREET LIGHT POLES WHEN POSSIBLE

SIGNAL AND STRIPING NOTES:

SIGNING, STRIPING & MARKING PLAN
NORTH
0'40' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
MATCHLINE STA: 46+00MATCHLINE STA: 58+00
SEE SHEET 14
MATCHLINE STA: 46+00

SEE ABOVE

SEE BELOW
MATCHLINE STA: 34+00
SEE SHEET 12
258
WM
FH
WM
WM
58+00
59+00
60+00
60+10

1. WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,SIGN SPECIFICATION SHEETS, THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES (2014 CALIFORNIA MUTCD, LATEST EDITION), THE LATEST EDITION OFTHE CITY OF VISALIA STANDARD SPECIFICATION AND DRAWINGS, AND THE SPECIALPROVISIONS.

2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY.

3. ALL CROSSWALKS SHALL BE 12 FEET WIDE, OUTSIDE EDGE TO OUTSIDE EDGE PER CITYSTANDARD DRAWING P-7, UNLESS OTHERWISE NOTED ON THE PLANS.

4. INSTERSECTION STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARDDRAWING TS-7, UNLESS OTHERWISE NOTED ON THE PLANS.

5. ALL SIGNS SHALL BE INSTALLED PER 2014 CALIFORNIA MUTCD, LATEST EDITION.

6. TYPE IV WHITE ARROW (RIGHT AND LEFT) SHALL BE INSTALLED PER STATE STANDARDS,UNLESS OTHERWISE NOTED ON THE PLANS.

7. ALL EXISTING STRIPING OR PAVEMENT MESSAGES TO BE REMOVED OR IN CONFLICT WITH IMPROVEMENTS ARE TO BE REMOVED BY LIGHTLY GRINDING.

8. INSTALL "NO PARKING" SIGNS ON STREET LIGHT POLES WHEN POSSIBLE

SIGNAL AND STRIPING NOTES:

SIGNING, STRIPING & MARKING PLAN
NORTH
0'40' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
MATCHLINE STA: 58+00
SEE SHEET 13
259
FIBER BOXSTA: 10+89.09, 50.20' LT
FIBER BOXSTA: 15+34.02, 50.30' LT
FIBER BOXSTA: 19+71.16, 50.25' LT
SL PULLBOXSTA: 15+21.39, 48.00' LT
STREETLIGHTSTA: 15+16.49, 47.50' LT
STREETLIGHTSTA: 17+44.01, 47.50' LT
STREETLIGHTSTA: 20+44.01, 47.50' LT
SL PULLBOXSTA: 17+49.01, 48.00' LT
SL PULLBOXSTA: 20+49.01, 48.00' LT
325.19
TCBLD
BLD
323.98
BSW
324.09
BSW
324.32
BSW
324.73
BSW
324.66
BSW
324.60
BSW 324.59
BSW 324.71
BSW
324.79
BSW
325.03
BSW
324.79
BSW
324.85
BSW
325.14
BSW
325.01
BSW
326.31
BSW
326.23
BSW
326.16
BSW
325.18
BSW
325.07
BSW
325.06
BSW
325.20
BSW 324.97
BSW
325.25
BSW
324.96
BSW
324.91
BSW
324.90
BSW
324.44
BSW
324.45
BSW
324.26
BSW
324.76
BSW
324.86
BSW
324.28
BSW
323.42
BSW
324.70C
324.95C 325.02C
324.78C
324.56C
324.92C324.87C324.86C
325.55C 325.55C
325.47C325.33C
324.74C324.69C324.67C 324.67C
323.98C
325.76C
325.74C 325.74C
325.72C
CBOX
CBOX
CBOX
CBOX
323.68
DI
323.75
DI
323.48
DI
323.78
DI
326.50
FNC
325.67
FNC
323.72
CR
324.42
CR
324.96
CR
324.52
CR
324.98
CR
325.00
CR
325.00
CR
325.05
CR
325.25
CR
325.19
CR
325.15
CR
325.19
CR
325.17
CR
325.21
CR
325.29
CR
325.38
CR
325.41
CR
325.45
CR
324.41
CR
324.30
CR
324.64
CR
324.85
CR
325.20
CR
324.92
CR
324.58
CR
324.47
CR
323.57
CR
E
E
323.92
EP
324.27
EP
324.61
EP
324.95
EP
325.26
EP
325.21
EP
325.17
EP
325.20
EP
325.38
EP
325.22
EP
325.04
EP
323.10
FL
323.48
FL
323.66
FL
323.93
FL
324.06
FL324.17
FL
324.07
FL
324.07
FL 324.10
FL 324.14
FL
324.22
FL
324.31
FL
324.27
FL
324.29
FL
324.38
FL
324.45
FL
324.50
FL
324.62
FL
324.63
FL
324.49
FL
324.17
FL
324.33
FL
324.55
FL324.26
FL
324.34
FL
324.41
FL
324.33
FL
324.60
FL
324.37
FL
324.32
FL
324.32
FL
324.33
FL
324.31
FL
323.94
FL
323.71
FL
323.60
FL323.62
FL
323.45
FL
324.07
FL
323.81
FL
323.50
FL
323.10
FL
322.78
FL
324.57
FNC
324.76
FNC
325.61
FNC
326.00
BSW
326.32
BSW
326.06
BSW
325.99
BSW
324.91
BSW 324.92
BSW 325.13
BSW
325.32
BSW
325.10
BSW
325.01
BSW
324.84
BSW
324.36
BSW
324.36
BSW
324.13
BSW
324.72
BSW
324.79
BSW
323.37
BSW
323.23
LIP
323.60
LIP
323.78
LIP
324.05
LIP
324.25
LIP
324.08
LIP324.20
LIP
324.19
LIP
324.21
LIP 324.22
LIP
324.29
LIP
324.38
LIP
324.45
LIP
324.41
LIP
324.51
LIP
324.66
LIP
324.60
LIP
324.78
LIP
324.71
LIP
324.59
LIP
324.33
LIP
324.47
LIP
324.66
LIP324.34
LIP
324.47
LIP
324.59
LIP
324.42
LIP
324.72
LIP
324.77
LIP
324.74
LIP
324.43
LIP
324.46
LIP
324.44
LIP
323.92
LIP
323.87
LIP
323.68
LIP323.77
LIP
323.64
LIP
324.24
LIP
323.92
LIP
323.62
LIP
323.24
LIP
322.92
LIP
LTE
LTE
LTE
325.40
OG
325.42
OG 325.86
OG
325.48
OG
325.39
OG
324.11
OG
325.14
OG
325.18
OG
325.42
OG
324.69
OG
323.34
OG
323.11
OG 323.01
OG
323.18
OG
323.23
OG
323.09
OG323.18
OG
322.91
OG
323.06
OG323.24
OG
323.19
OG
323.25
OG
323.68
OG
323.82
OG
324.37
OG 323.82
OG
323.90
OG
324.70
OG
325.20
OG
325.30
OG
325.16
OG
325.18
OG
325.09
OG
325.75
OG
325.03
OG
324.82P324.87P
324.98P 324.82P 324.81P 324.86P
324.52P
325.84P
325.60P
325.71P
325.58P 325.58P
324.65P
324.86P324.84P
324.73P
324.82P324.88P
324.00P
324.70P
325.38P
325.62P
324.98P
324.45P
324.86P
324.88P
325.05P
324.98P
324.86P
324.86P 324.74P
324.79P
325.29P
324.95P
324.96P
324.89P 324.83P
324.71P
324.75P
324.73P
325.55P
325.56P325.52P
325.34P
325.18P 325.51P
325.27P
325.15P
324.99P 325.02P
324.74P
324.72P
324.65P
324.76P 324.78P
PP
PP
PP PP
PP
PP
PP
324.97
EP
SHRUB
SHRUB
324.55

SSMHRIM
324.31

SSMHRIM
323.61
TC
323.95
TC
324.13
TC
324.38
TC
324.19
TC324.65
TC
324.53
TC
324.53
TC
324.52
TC 324.27
TC
324.61
TC
324.80
TC
324.76
TC
324.66
TC
324.82
TC
324.96
TC
324.93
TC
325.48
TC 325.35
TC 325.29
TC
325.18
TC
325.19
TC
325.27
TC
326.26
TC
326.03
TC
326.00
TC
325.22
TC
325.30
TC
325.33
TC
325.27
TC
325.32
TC325.30
TC
325.36
TC
325.46
TC325.36
TC
325.26
TC
325.32
TC325.10
TC 325.03
TC
325.03
TC
325.30
TC 325.29
TC
325.30
TC
325.74
TC
325.45
TC
325.41
TC
325.37
TC 325.31
TC 324.61
TC
325.05
TC
324.99
TC
324.93
TC
324.59
TC
324.82
TC
325.04
TC324.76
TC
324.77
TC
324.86
TC
324.80
TC
325.07
TC 325.24
TC
325.08
TC
325.20
TC325.00
TC 325.24
TC
325.22
TC
324.77
TC
326.05
TC
326.04
TC
326.04
TC325.86
TC
324.79
TC
324.72
TC 325.69
TC
325.93
TC
325.76
TC
325.66
TC
325.62
TC 325.58
TC
325.37
TC
325.51
TC
325.27
TC
325.25
TC
325.30
TC
325.38
TC
324.34
TC
324.18
TC
324.07
TC324.11
TC
323.93
TC
324.57
TC
324.27
TC
323.95
TC
323.56
TC
323.27
TC
TELPED
TELPED
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE

TREETREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
VP
WM
WM
WM
WV
WV
WV
10IN... 10FT OS TO E
10IN... 10FT OS TO W
12IN... 10 OS TO S 12IN... 10FT OS TO E
12IN... 10FT OS TO E
12IN... 10FT OS TO S
12IN... 10FT OS TO W
12IN... 10FT OS TO W
12IN... 15FT OS TO W
12IN... 20FT OS TO E
12IN... 5FT OS TO S 12IN... 5FT OS TO S 12IN... 5FT OS TO S 12IN... 5FT OS TO S 12IN... 5FT OS TO S 12IN... 5FT OS TO S 18IN TO E
18IN TO N
18IN TO S
18IN TO W
18IN TRUNK
18IN TRUNK
18IN... 10FT OS TO S
18IN... 10FT OS TO S
18IN... 10FT OS TO S18IN... 15FT OS TO W
1IN 1IN1IN
1IN
1S OH E W
1S OH E W N
24IN
24IN
24IN... 10FT OS TO N
24IN... 10FT OS TO S
24IN... 10FT OS TO S
24IN... 30FT OS TO E
2FT TRUNK
2FT W FC
2FT... N FC
2FT... N FC
2IN POLE2IN POLE
30IN... 15FT OS TO S
36IN... S FC
3FT E FC
45MPH.. BUS STOP
48IN PALM
4FT E FC4FT E FC
4FT E FC
4FT W FC
4FT W FC
4FT TO E4FT TO W
4IN
4IN
4IN
4IN N FC
5FT OS TO W
5X3... FIBER OPTIC5X3... FIBER OPTIC
6IN DIA 10FT HIGH
6IN... 10 OS TO S
7FT CLF
7FT CLF
8IN BRICK... AP. NE-S
8IN BRICK... E-N
8IN BRICK... E-SW
8IN BRICK... S-W
AP
APAP
AP
APAP
AP AP
AP
AP AP
AP
AP
AP
AP
AP
AP
AP
AP AP
AP
AP
AP AP
AP
AP
AP AP
AP
AP PAD
AP PAD
AP PAD

AP YELLOW PAD
AP... E-N
AP... E-NW
AP... E-S
AP... E-SE... RAMP
AP... NE-SW
AP... N-SE
AP... NW-SE... RAMP
AP... NW-SE... RAMP
AP... S-NE
AP... SW-SE... RAMP
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AP... YELLOW PAD
AT&T
AT&T
BC
BC
BC
BC

BCBCBC BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC... TO E
BC... TO W
BC...TO E
BD RCE 15310
BRICK... 8IN E-W
BRICK... 8IN E-W
BRICK... 8IN TO W

BUS STOP & SPEED LIMIT

CABLE TV
CENTER. 7FT.... WOOD
CENTER... 10X4
CENTER... 2X2
COMMUN...

CUTX NE COR EDISON VAULT

DO NOT PARK

DO NOT PASS

DOUBLE YELLOW SRTRIPE

DOUBLE YELLOW SRTRIPE TO E

DOUBLE YELLOW STRIPE

DOUBLE YELLOW STRIPE
DOUBLE YELLOW STRIPE... N-S
DOUBLE YELLOW STRIPE... TO N

DOUBLE YELLOW TO S

DUB DOWN

DUB DOWN SW

DUB DOWN TO NE

DUB DOWN TO NW

DUB DOWN TO SE

EC ECECEC
EC
EC
EC
EC
EC
EC
EC
EC... TO E
EC... TO N
EC... TO N
EC... TO S
EC... TO W
EC... TO W
EC... TO W
EC... TO W
EC... TO W
EC... TO W
EC... TO W
EC... W-N
EDISON
EDISON
EDISON
EDISON
EDISON
EDISON

EDISON UNDERGROUND CABLEEDISON UNDERGROUND CABLE EDISON UNDERGROUND CABLE

EDISON UNDERGROUND CABLE

EDISON VENT PIPE

EDISON VENT PIPEEDISON VENT PIPE

EDISON VENT PIPE

EDISON VENT PIPEEDISON VENT PIPE

EDISON VENT PIPE
ELEC
ELEC
ELEC

ELEC ELEC N-S

ELEC NW-SE
E-N
E-N
E-N
E-NW
E-S
E-S
E-S
E-S
E-W
E-W

E-W E-W
E-W
E-W
E-W
E-W

E-W E-W E-W E-W
E-W
E-W
E-W

E-W E-W
E-W
E-W
E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-WE-W
E-W
E-W

FOG LINE FOG LINE FOG LINE FOG LINE

FOG LINE

FOG LINE TO E

FOG LINE TO N

MOC MOC
MOC
MOC
N FC
N FC
N-E
N-E
N-E
N-E

NO PARKING

N-S N-S N-SN-SN-S
N-S
N-S
N-S

N-SN-SN-S

N-SN-S N-S
N-S
N-S

N-S N-S N-S N-S N-S
N-S-W
N-WN-W
N-W
N-W
N-W
N-W
N-W

PAD FOR EDISON IN GRD VAULTPAD FOR EDISON IN GRD VAULT

PAD FOR EDISON IN GRD VAULT PAD FOR EDISON IN GRD VAULT POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POCPOC
POCPOC
POCPOC
POC

POCPOCPOC

POINT OF ARROW LEFT TURN

POINT OF ARROW TURN RIGHT
POINT OF ARROW.. TURN RIGHT
PRC
PRC
S FC
S FC
S FC
S FC
S FC
S FC
S FC
S FC... COND UNDGRND

SE-ESE-E

SPLIT RD
STOP

STOP LIGHT

STOP LIGHT
STOP LIGHT... 5FT OS TO N
STOP LIGHT... E FC
STOP LIGHT... E FC
STOP LIGHT... E FC

STREET LIGHTING
S-W
TELE DUCT 2-4 N
TELE DUCT 3-5 NTELE N-S
TELE N-STELE... N-STELE... N-S
TO E
TO E
TO E
TO E
TO E
TO E

TO NTO N
TO N
TO S
TO S
TO W
TO W
TO W
TO W

TO W TO W
TO WTO W- SW...

TO W... EC
TO W... EC

TRAFFIC SIGNAL

TRAFFIC SIGNAL
USA... N-EUSA... N-E
USA... N-E
USA... N-W

WHITE DASH

WHITE DASH TO E

WHITE DASH TO W

WHITE STRIPE TO E

WHITE STRIPE TO N WHITE STRIPE TO N WHITE STRIPE TO N WHITE STRIPE TO N WHITE STRIPE TO N

WHITE STRIPE TO N CRSSWALK

WHITE STRIPE TO NW

WHITE STRIPE TO SWHITE STRIPE TO SWHITE STRIPE TO SWHITE STRIPE TO SWHITE STRIPE TO S

WHITE STRIPE TO S CRSSWALK

WHITE STRIPE TO S CRSSWALKWHITE STRIPE TO SE

WHITE STRIPE TO W

WHITE STRIPE TO W CRSSWALK

WHITE STRIPE TO W CRSSWALK
WOOD...

WOOD... E-S
WOOD... N
WOOD... SE-W
WOOD... S-NW
WOOD... S-W
WOOD... TO E

YELLOW STRIPE TO E

YELLOW STRIPE TO E YELLOW STRIPE TO W
YELLOW STRIPE TO W... SPLIT
INV 8"N/S(317.07)
(E) SS
INV 8"N/S(317.07)
(E) 18'' SD
(E) 18'' SD
(E) 18'' SD
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
24'' SS
24'' SS 24'' SS
24'' SS
24'' SS 24'' SS
24'' SS
24'' SS 24'' SS
24'' SS
24'' SS 24'' SS
24'' SS
24'' SS 24'' SS
24'' SS
24'' SS 24'' SS
24'' SS
24'' SS 24'' SS
24'' SS
(E) SS (E) SS (E) SS
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG
EXIST. STREETLIGHTSTA: 14+73.55, 50.43' RT
EXIST. STREETLIGHTSTA: 12+54.07, 46.61' LT
EXIST. STREETLIGHTSTA: 16+77.61, 55.69' RT
EXIST. STREETLIGHTSTA: 18+44.52, 54.41' RT
EXIST. STREETLIGHTSTA: 15+59.58, 12.67' LT
EXIST. STREETLIGHTSTA: 16+73.75, 12.15' LT
EXIST. STREETLIGHTSTA: 20+45.28, 52.82' RT
6 6
6 2
2 2
9 9
9 18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
6'' SS
6'' SS
1 5
5 4
4 4
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
FIBER BOXSTA: 24+62.22, 51.50' LT
FIBER BOXSTA: 29+54.22, 51.50' LT
SL PULLBOXSTA: 31+73.69, 48.00' LT
SL PULLBOXSTA: 29+07.53, 48.00' LT
SL PULLBOXSTA: 26+07.55, 48.00' LT
STREETLIGHTSTA: 22+64.44, 47.50' LT
STREETLIGHTSTA: 26+02.55, 9.00' LT
STREETLIGHTSTA: 29+02.53, 9.00' LT
STREETLIGHTSTA: 31+68.69, 9.00' LT
STREETLIGHTSTA: 23+11.50, 45.93' RT
SL PULLBOXSTA: 23+12.55, 48.00' LT
SL PULLBOXSTA: 22+69.32, 48.00' LT
SL PULLBOXSTA: 23+16.43, 46.71' RT
SL PULLBOXSTA: 26+07.55, 9.00' LT
SL PULLBOXSTA: 29+07.53, 9.00' LT
SL PULLBOXSTA: 31+73.69, 9.00' LT
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS(E) 24'' SS
(E) SD
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
324.55
EP324.27P324.17P
324.21P 324.32P 324.55
EP
324.53
EP
324.53P324.42P
324.64
EP
324.64
EP
324.54P324.45P324.17P
324.15P
323.86P323.20
LIP
323.15
FL
323.66
TC
323.70
TC
323.20
FL
323.31
LIP
323.39
LIP
323.30
FL
323.75
TC
324.00P
E
323.45
LIP
323.29
FL
323.79
TC
323.88
TC
323.41
FL
323.45
LIP
CL 5IN FOG E-W CL 5IN FOG E-W CL 5IN FOG E-W CL 5IN FOG E-W CL 5IN FOG E-W CL 8IN WHITE ECL 8IN WHITE E-W CL 8IN WHITE E-W
DBL E.. DASH W

DBL YEL DBL YEL DBL YEL

E-W E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-WE-W
E-W
E-W.. SEAM N
E-W.. SEAM S
GST

YEL DASH E-W

YEL DASH W
324.40

SDMHRIM
324.13
OG
323.95
OG
324.20
OG
323.85
OG
323.73
OG
323.88
OG
324.52P324.36P
324.21P
323.70
OG
324.23
OG
WV
324.00
OG
324.61
OG
R
R
324.05
OG
323.88
OG324.73
OG
324.57
OGR
324.18
OG
PP
324.56
EP324.54P 324.47
OG
323.80
OG
324.63
EP
324.62P 324.55
OG
R
323.74
OG
324.01
OG
324.61
OG
324.66
EP
324.65P
324.74P 324.75
EP
324.44
OG 323.85
OG
323.94
OG
324.32
OG
324.76
EP
324.76P
PP
324.34
OG
324.02
OG
324.46
SSMHRIM324.63P324.34P323.48
TC
323.02
FL
323.16
LIP
324.57PWM
323.50
TC
323.06
FL
323.19
LIP
324.49P
324.48P323.54
TC
323.11
FL
323.30
LIP
323.81P
WM
323.68
TC
323.16
FL
323.23
LIP
323.85P
WM
323.22
LIP
323.22
FL
WM
324.28P
324.45P324.26P324.14P
323.79P 324.14P 324.21P 324.37P
10FT S
12IN 12IN
12IN
12IN
1FT LID

DBL YELLOWDBL YELLOW

DBL YELLOW DBL YELLOW TO E

DBL YELLOW TO W

E FC LINE E-W

FOG LINE

FOG LINE FOG LINE

FOG LINE
ROLL
ROLL
ROLL
ROLL
ROLL

SAWCUT E-W

SAWCUT N-E

SAWCUT N-W

SAWCUT S-E

SAWCUT S-W
S-E
S-ES-E
S-E
S-E

S-WS-WS-W
S-W
S-W

TRN LANETRN LANE TO W
YELLOW
YELLOW
YELLOW
YELLOW
INV 18"E/W(306.65)
INV 8"E(316.76)INV 4"S(317.11)
322.87
BSW
322.98
BSW
323.80C
323.92C
323.49C
323.16C323.40C
323.38C 323.18C
323.04C323.44C
323.43C
322.99C323.63C
322.93C323.25C
323.16C 322.92C
322.92C
324.48C 324.61C
322.84C 322.75C
CBOX
322.79
DI
322.69
DI
322.02
DI
322.08
DI
324.56
CR
323.64
CR
324.42
CR
324.35
CR
324.25
CR
324.04
CR
323.92
CR
323.81
CR
323.81
CR
323.72
CR
323.71
CR
323.62
CR
323.57
CR
322.92
CR
324.91
EP
324.82
EP
324.77
EP
324.49
EP
324.32
EP
324.28
EP
324.17
EP
324.11
EP
324.04
EP
324.09
EP
324.00
EP
323.91
EP
323.86
EP
FH
FH
323.02
FL
323.13
FL
322.97
FL
323.01
FL 322.92
FL
322.86
FL
322.60
FL
323.20
FL
323.10
FL
322.92
FL
322.83
FL
322.82
FL
322.76
FL
322.76
FL
322.64
FL
322.53
FL
322.64
FL
322.53
FL
322.44
FL
322.36
FL
322.38
FL
322.17
FL
322.18
FL322.08
FL
322.17
FL
322.32
FL
322.32
FL
322.22
FL 322.38
FL 322.62
FL
322.83
FL
323.54
FNC
323.57
FNC
323.54
FNC
323.08
FNC
323.70
FNC
322.96
FNC
GUY
323.13
LIP
323.24
LIP
323.10
LIP
323.06
LIP 323.08
LIP
323.01
LIP
322.69
LIP
323.34
LIP
323.22
LIP
323.02
LIP
322.90
LIP
322.92
LIP
322.87
LIP
322.79
LIP
322.72
LIP
322.62
LIP
322.69
LIP
322.61
LIP
322.50
LIP
322.41
LIP
322.45
LIP
322.32
LIP
322.26
LIP322.21
LIP
322.30
LIP
322.41
LIP
322.41
LIP
322.32
LIP
322.47
LIP 322.67
LIP
322.88
LIP
323.30
OG
323.40
OG
323.43
OG
323.33
OG
323.55
OG
323.47
OG
323.47
OG
323.55
OG
323.44
OG
323.68
OG
323.68
OG
323.67
OG
323.72
OG
323.69
OG
323.66
OG
323.61
OG
323.72
OG
323.53
OG
323.72
OG
323.58
OG
323.62
OG
323.39
OG
323.36
OG
323.46
OG
323.48
OG
323.39
OG
323.35
OG
323.32
OG
323.48
OG
323.47
OG
323.47
OG
323.57
OG
323.54
OG
323.37
OG
323.58
OG
323.59
OG
323.28
OG
323.67
OG
323.62
OG
323.83
OG
323.98
OG
324.06
OG
323.83
OG
324.42
OG
324.40
OG
324.39
OG
323.84
OG
324.14
OG324.24
OG
324.13
OG
324.25
OG
324.24
OG324.16
OG
324.11
OG
324.20
OG
323.92
OG
324.16
OG
324.06
OG 324.16
OG
324.18
OG
324.20
OG
323.90
OG324.05
OG
323.98
OG
323.95
OG
323.86
OG
324.19
OG
324.03
OG
323.95
OG
324.12
OG
323.95
OG
323.72
OG
324.40P
PP
PP
PP
PPPP
PP
R
SHRUB
SHRUB
323.86

SSMHRIM
323.96

SSMHRIM
322.89
SDMHRIM 323.46

SSMHRIM
323.68

SSMHRIM
324.64

SSMHRIM
323.55
TC
323.45
TC
323.57
TC323.58
TC
323.54
TC323.56
TC
323.54
TC
323.41
TC
323.46
TC 323.39
TC
323.36
TC
322.99
TC323.31
TC
323.28
TC
323.21
TC
323.22
TC
323.12
TC
323.02
TC
323.01
TC
323.00
TC
322.89
TC
322.80
TC
322.80
TC
322.64
TC322.69
TC
322.66
TC322.58
TC
322.67
TC
322.76
TC
322.76
TC
322.67
TC 322.82
TC 323.07
TC
322.65
TC
323.28
TC
TELPED
TELPED
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE

SPIGOTWM
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
1 IN WTR SERVICE N S
1 IN WTR SVC N S
1 IN WTR SVC N S
1 IN WTR SVC N S 1 IN WTR SVC N S
1 IN WTR SVC N S
10FT OS TO N
12 IN
12 IN DUCT IRON 12 FT N
12 IN DUCT IRON 12 FT N
12 IN DUCT IRON 12 N
12 IN DUCT IRON 12 N 12 IN DUCT IRON 12 N
12 IN DUCT IRON 12 N
12 IN DUCT IRON 12 N
12 IN DUCT IRON 12 N
12IN DUCT IRON 12 N
1S OH E W
1S OH E W
1S OH E W
1S OH E W S
24IN... N FC
4IN
5FT OS TO N
5FT OS TO S 10IN
5FT OS TO S 24IN 5FT OS TO S 8IN
6IN
8 IN WTR SVC N S
BC
BCBCBC
BC
BC
BC
BC

BCBCBC BCBC
BC... SE-W
BRICK 6IN HIEGHT... N-S
BRICK 6IN HIEGHT... N-S TO E
BRICK 6IN HIEGHT... W-S
CUTX

DOUBLE YELLOW

DOUBLE YELLOW TO E

DUB DOWN TO N

DUB DOWN TO S
E FC
E FC
E FC 2FT
E FC 2FT
E FC 2FT
E FC 2FT
E FC 2FT E FC 2FT E FC 2FT E FC 2FT E FC 2FT E FC 2FT E FC 2FT E FC 2FT E FC 2FT
EC
EC
EC
EC
ECEC
ECECEC
EC
EC
EC
EC
EC

EDISON UNDERGROUND CABLE

EDISON UNDERGROUND CABLE EDISON UNDERGROUND CABLE

EDISON UNDERGROUND CABLE

E-S E-S
E-S
E-S
E-S
E-S
E-SW
E-W
E-W
E-W
E-WE-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W
E-W
E-W

E-W E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
FIRE DEPART...

FOG LINE

IRON E-S

IRON N-S

IRON TO E

IRON TO W

IRON W-S
IRON... E-SW
IRON... NE-S
IRON... S-W
IRON... TO N
IRON... TO W
MOC
MOC
MOCMOC
MOC
NE-E
NE-S
NE-S

N-SN-SN-S

N-S N-S N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-W
NW-E
NW-S
NW-S
PALM 2FT
PALM 2FT
POC
POC

POC POCPOC
POCPOC
POC
POC
POC
POC
POC
POCPOC
POC
POCPOC
POC

POINT OF ARROW LEFT TURN

POINT OF ARROW LEFT TURN
S FC

STOP STOP
STREET

S-W S-W
S-W
TELE 5 NTELE DUCT 2-4 FT N
TELE DUCT 3-5 FT N
TELE DUCT 3-5 FT N
TO N
TO W

TV CABLE
W FC... COND UNDRGRND

WHITE STRIPE WHITE STRIPE TO E

WHITE STRIPE TO E

WHITE STRIPE TO W
WOOD

WOOD N-S

WOOD TO N

WOOD TO N-S

WOOD TO S
W-S
W-S
W-S
W-S

YELLOW STRIPE

YELLOW STRIPE TO E

YELLOW STRIPE TO W

YELLOW STRIPE TURNS TO DOUBLE
INV 8"S(315.69)INV 8"S(307.17)INV 24"E/W(305.96)INV 8"N/S(315.70)INV 8"E(315.79) INV 12"E/W/S(319.55)
INV 12"W(319.54)
INV 12"E(320.13)
INV 24"E/W(306.38)
BOTTOM 318.61
INV 24"E/W(306.10)
(E) 8'' SS(E) 8'' SS
INV 8"S(315.69)INV 8"S(307.17)INV 24"E/W(305.96)INV 8"N/S(315.70)INV 8"E(315.79) INV 12"E/W/S(319.55)
INV 12"W(319.54)
INV 12"E(320.13)
INV 24"E/W(306.38)
BOTTOM 318.61
INV 24"E/W(306.10)
(E) SD
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
24'' SS
(E) COMCAST-UG
6 6
6 6
6 6
6 6
6 3
3 3
2 2
9 9
12 9
9 9
9 9
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
18'' SD
SL PEDESTALSTA: 23+51.32, 62.00' LT
12 5
5 4
4 4
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00

STREET LIGHTING & FIBER INTERCONNECT PLAN

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35(WHERE APPLICABLE).

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
MATCHLINE STA: 22+00MATCHLINE STA: 34+00
SEE SHEET 16
MATCHLINE STA: 22+00

SEE ABOVE

SEE BELOW
40'
40'
EXISTING 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN) LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL SP GR

POLE TOP MOUNTED PHOTOCELL
PC
AND IN PULL BOXES AS DESIGNED ON THE PLANS. BOX LID TO BE GROUNDEDSTREETLIGHT PULL BOX - INSTALLED AS PER SL-7. BOX LID TO BE GROUNDED120/240 METER PEDESTALNEW STREET LIGHT CABLE IN 1-1/2" CONDUIT

FIXTURES
SHEET NOTES1.

GENERAL
: THE REQUIREMENTS OF THE SPECIFICATIONS,
THEFOREGOING GENERAL NOTES AND MECHANICAL NOTESSHALL APPLY TO ALL WORK HEREUNDER.

2. SCOPE
: THE CONTRACTOR SHALL FURNISH AND INSTALL
A COMPLETE WORKING ELECTRICAL SYSTEM AS SHOWNON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETIONAND BEFORE FINAL ACCEPTANCE, BE DEMONSTRATEDTO HAVE A COMPLETE AND WORKING FUNCTIONALOPERATION.

3. CODE COMPLIANCE
: ALL WORK AND MATERIALS SHALL
COMPLY WITH THE CALIFORNIA ELECTRICAL CODE (CEC);CALIFORNIA CODE OF REGULATIONS (CCR); CALIFORNIABUILDING CODE (CBC), CAL OSHA; AND ALL OTHER LAWS,ORDINANCES AND REGULATIONS HAVING JURISDICTIONON THIS WORK.

4. UL APPROVAL
: ALL MATERIAL AND EQUIPMENT WITHIN
THE SCOPE OF THE UL REEXAMINATION SERVICE SHALLBE APPROVED BY THE UNDERWRITERS LABORATORIESFOR THE PURPOSE FOR WHICH THEY ARE USED ANDSHALL BEAR THEIR LABEL.

5. SUBMITTALS
: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

6. RECORD DRAWINGS
: THE CONTRACTOR SHALL FURNISH
TO THE ENGINEER, A COMPLETE SET OF "ASCONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATEALL DEVIATIONS FROM THE BASIC CONTRACTDOCUMENTS, INCLUDING LOCATION AND DEPTH FOR ALLSTUBBED CONDUITS, LOCATION AND SIZE FOR ALLSPARE CONDUITS, CONDUIT ROUTING, ANDCONDUCTORS. CIRCUIT NUMBERS FOR ALL DEVICES(NEW AND EXISTING) WITHIN THE AREA OF WORK SHALLBE VERIFIED AND INDICATED ON RECORD DRAWINGS.

7. POLES AND FIXTURES SHALL BE INSTALLED PERCURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED ASSHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1
12" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVERUNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLEDPER MODIFIED 2016 VISALIA STREET LIGHT STANDARDSSL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ONSTREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILLBE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.

15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED INTHE CITY RIGHT OF WAY.

COUNT:METER PEDESTAL = 1(NEW) & 1(EXISTING)PULL BOXES = 18SL-5 STREET LIGHTS W/ LEOTEK GC1-60F DOUBLE LED HEAD (13400 LUMEN EACH) = 3 GC1-60F-MV-NW-3-GY-700
SL-5 STREET LIGHTS W/ LEOTEK GC1-60F LED HEAD (13400 LUMEN) = 11 GC1-60F-MV-NW-3-GY-700
26'(ARTERIAL/COLLECTOR) POLE W/ 8' ARM AND GREENCOBRA LED FIXTURE.

SL-5

STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) - DOUBLE HEAD 12 CONSTRUCTION KEYNOTES (THIS SHEET ONLY)345678910
INSTALL CITY STD. TE-10 FIBER PULL BOX PER DETAIL TE-10, SHEET 29.INSTALL CITY STD. STREETLIGHT PER DETAIL SL-5, SHEET 28.INSTALL CITY STD. DUAL MEDIAN STREETLIGHT PER DETAIL SL-5, SHEET 28.INSTALL 3" PVC CONDUIT WITH TRACER WIRE AND PULL ROPE.INSTALL CITY STD. TE-5 FIBER PULL BOX PER DETAIL TE-5, SHEET 29.INSTALL CITY STD. STREETLIGHT PULL BOX PER DETAIL SL-7, SHEET 28.EXISTING 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN)REMOVE EXISTING PULL BOX AND EXTEND WITH 1-1/2" PVC CONDUIT WITH 4/C3-#6CU & 1-#8CU (1 RUN)INSTALL 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN)EXISTING 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN) AND 3/C3-#14CU (1 RUN)EXISTING EMPTY 1-1/2" PVC CONDUITINSTALL 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN) AND 3/C3-#14CU (1 RUN) 1112
260
FIBER BOXSTA: 34+46.33, 51.50' LT
FIBER BOXSTA: 38+67.16, 53.50' LT
FIBER BOXSTA: 42+85.15, 53.50' LT
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
W
W
W
W
W
W
W
W
W
W
W
W
W
SL PULLBOXSTA: 45+90.78, 50.03' RT
SL PULLBOXSTA: 38+10.78, 49.97' RT
EXIST. SL PULLBOXSTA: 35+00.31, 55.99' LT
EXIST. SL PULLBOXSTA: 38+85.25, 48.00' LT
EXIST. SL PEDESTALSTA: 42+14.55, 50.39' LT
EXIST. SL PULLBOXSTA: 41+80.25, 48.00' LT
EXIST. SL PULLBOXSTA: 44+70.26, 48.00' LT
STREETLIGHTSTA: 40+75.79, 49.10' RT
STREETLIGHTSTA: 43+35.79, 49.15' RT
STREETLIGHTSTA: 45+95.79, 49.05' RT
STREETLIGHTSTA: 38+15.79, 49.00' RT
SL PULLBOXSTA: 40+80.79, 50.09' RT
SL PULLBOXSTA: 43+40.79, 50.17' RT
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 8'' SS (E) 8'' SS
(E) 8'' SS
(E) 8'' SS
(E) 10'' SS (E) 10'' SS (E) 10'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 15'' SS (E) 15'' SS
(E) 24'' SS
(E) 24'' SS
324.44
CR
324.06
EP324.04
EP
324.50
CR
324.50
CR
324.06
EP324.16
EP
324.62
CR
324.70
CR
324.69
CR
324.24
LIP
324.13
FL
324.60
TC
324.00
LIP
323.91
FL
324.41
TC
323.80
LIP
323.62
FL
324.19
TC323.78
LIP
323.83
LIP
323.82
LIP
323.81
FL
324.26
TC324.21
TC
323.67
FL324.17
TC
CBOXCBOX 324.30
BSW 324.34
BSW
324.42
BSW 324.47
BSW
324.76
BSW
CBOXCBOX324.67C
324.62C324.56C
324.61C
324.54C324.40C 324.09C 324.07C
324.35C
323.92C
323.90C
324.20C 324.37C 324.42C

CSIGNAL

SIGNALCCC
323.79
EP
324.20P324.52
CR
324.57
CR
324.25P
324.67P 324.22P 323.80
EP
323.72
EP324.26P324.75P
324.72P 324.34P 323.89
EP
324.14
EP
324.53P324.76P
324.88P 324.45P 324.10
EP
324.10
EP
324.56P324.88P
324.97P 324.55P
324.13
EP
324.23
EP324.71
EP
324.26
FNC324.92
FNC325.04
EP325.02P
325.26
EP
325.22
EP
325.24
EP
325.32
EP
325.31
EP
325.46
EP
325.80P325.70P
325.58
EP
325.45
EP
325.52
EP
325.38
EP
325.36
EP
325.41
EP
323.95
EP
324.34P
324.08
EP
324.35P

CBOXCBOX
324.14
EP
324.41P
324.52C 324.51C324.54C324.55C
324.96C324.94C324.97C 324.97C
CBOX324.63C324.71C
EEE E
CBOX324.60C324.88C324.70C
324.59
TC
324.14
FL
324.27
LIP324.67
TCLTE
324.54P
323.97
TC323.98
TC
323.95
FL
324.02
LIP323.96
TC324.17C
324.28C
324.51C
324.64C324.55C
324.34C
324.45C

CBOXCBOXCBOX
324.27
TC324.27C324.20
TC
323.74
FL
323.89
LIP323.65
TC323.67
TC
323.66
FL
323.72
LIP323.64
TC
324.11
OG
324.33
OG
324.19
OG324.00
OG
323.88
OG
324.35C 324.41C
324.43C324.37C E
323.99
TC
323.56
FL
323.66
LIP323.54
LIP
323.48
FL
323.95
TC 323.98C323.92C324.02C
323.90CLTE
CBOX
CBOX
323.73
EP
323.66
EP
324.29P
324.67P
324.43P
324.44P
324.66P
324.53P
324.74

SDMHRIM
323.85
FNC
324.48
FNC
324.54
EP324.47
EP324.54
EP
324.54P
324.64P
324.76P
324.74P
324.60P
324.59

SSMHRIM
324.56

SSMHRIM
324.26P 324.41
EP
324.58
EP324.24P
324.55324.27324.17
324.17P
324.18P
324.28P
323.88323.41323.45
LIP
323.39
LIP
323.34
FL
323.73
TC
323.95
TC
323.39
FL
323.64

LIPCBOXCBOX
324.01C 324.08C
324.06
TC
323.54
FL
323.69
LIPLTE
323.92
TC324.04C
324.08
TC
323.55
TC
323.60
TC
323.57
FL
323.62
LIP
323.64
LIP
323.56C
323.61C323.63C 323.58C323.71C
324.16
TCBOL
323.61
TC
323.96
TC
324.22P
324.35
CR
323.66
LIP323.54
FL323.94
TC
324.04C 324.02C
324.08
TC
LTE

CBOXCBOXFH
323.99
TC
323.56
FL
323.51
FL
323.33
FL
323.44
DI
323.69
LIP323.65
LIP
323.78
LIP323.67
FL324.10
TC
324.18P
324.29
CR
324.28
CR324.16P
WM 323.64
LIP
323.44
FL
323.84
TC
323.63
TC323.45
FL323.37
LIP
323.44
LIP
323.27
FL
323.26
FL
323.76
TC 323.41
LIP
323.38
LIP
323.23
FL
323.28
FL323.59
LIP
323.84
TC
323.86
WALL323.90C

CBOXCBOX
325.11
WALL
325.25
WALL323.98C
323.55

SDMHRIM
LTE 324.01
TC323.52
FL323.60
LIP
323.94C
325.19
WALL
325.26
WALL323.70CBOL323.56
TC
323.58
TC323.47
FL 323.61
LIP
323.58
TC323.60C
323.62C323.60C 323.57C
324.22C
325.38
WALL
325.40
WALL324.31C 324.09
TC
324.21P
324.26P
324.50P 324.58P
324.53P
324.50P
324.24P 324.38P323.84P
324.36P
324.30P
323.92P
LTE324.20
TC
323.68
FL
323.86
LIP
323.80
LIP
323.74
FL
324.23

TCCBOXCBOX
324.32C
325.43
WALL
324.26
WALL324.23C
324.17
TC
323.78
FL
323.92
LIP
323.86
LIP
323.72
FL
324.11
TC
324.20
TC
323.86
FL
323.96
LIP
324.29
TC
323.86
FL
323.94
LIP
WM
324.37P
324.06
LIP
323.94
FL
324.34
TC
WM
324.27
TC
323.85
FL
324.05
LIP
324.02
LIP
323.94
FL
324.28
TC
324.49P
324.73P
325.10

SSMHRIM
324.43
TC
324.05
FL
324.13
LIP
325.64P
1 1 1
1 2
2 3
3 3
3 4
4 4
4 6
7 8
9 10
11 12
13 2.. ELEC CTL PAN

2... ELEC BOX
3IN XWLK BUTTON
3IN XWLK BUTTON

BARRIER N

BARRIER S

BARRIER S
BCBC
BC
BC.. CONC W-BC
BC..BSW
CL 12IN WHITE N
CL 12IN WHITE S
CL 12IN XWLK E
CL 12IN XWLK E
CL 40IN
CL 5IN FOG BC
CL 5IN FOG E
CL 5IN FOG EC CL 5IN FOG E-W
CL 5IN FOG E-W
CL 5IN FOG E-W
CL 5IN FOG N
CL 5IN FOG N-S
CL 5IN FOG N-S
CL 5IN FOG N-S
CL 5IN FOG POC
CL 5IN FOG POC
CL 5IN FOG S
CL 8IN RET WALL BC
CL 8IN RET WALL E
CL 8IN RET WALL ECCL 8IN RET WALL N-W
CL 8IN RET WALL POC
CL 8IN RET WALL POC
CL 8IN RET WALL POC
CL 8IN RET WALL S
CL 8IN RET WALL W-N
CL 8IN WHITE E
CL 8IN WHITE E-W CL 8IN WHITE E-W
CL 8IN WHITE N
CL 8IN WHITE N
CL 8IN WHITE N-S
CL 8IN WHITE N-S
CL 8IN WHITE N-S
CL 8IN WHITE S
CL 8IN WHITE W
CL 8IN WHITE W

CL E FACE

CL E FACE
CL12IN XWLK E
CL12IN XWLK E
CL12IN XWLK N
CL12IN XWLK W
CL12IN XWLK W-N
DASH W
DASH W.. SEAM N-S

DBL YELDBL YEL

DBL YEL E

DBL YEL E-W

DBL YEL N-S

DBL YEL S

DBL YEL W
DBL YEL W.. DASH W
EC
EC
EC
EC..AP
EC..BSW
EDISON
EDISON
E-EC
ELEC
E-N BC
END
END
END
END
END TRANS NW.. E
E-S
E-SW

E-WE-WE-WE-W
E-W
E-WE-W
E-W
E-W

E-WE-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-WE-W
E-W
E-W
E-WE-W
E-WE-W
E-WE-W
E-W
E-W
E-W.. SEAM N
E-W..SEAM S

E-W-N-S
LARGE BOX.. TRFC SIG
LARGE BOX.. TRFC SIG
LARGE BOX.. VISALIA COMM
LARGE BOX.. VISALIA COMM
LARGE BOX.. VISALIA COMM
LARGE BOX.. VISIALIA COMM
LARGE.. VISALIA COMM

N ENC TRANS- S

N INTERSECT RIGG GIDDNGS
N.. BEG TRANS SE
N-BC
N-E
N-E
N-E
N-E
NE-S
NE-S
NE-SE
NE-W

N-E-W N-E-W
NO VERT..

NO VERT..

NO VERT..NO VERT..

N-S
N-S
N-S
N-S

N-S N-S
N-SN-S
N-S
N-SW
N-W
N-W
N-W
N-W
N-W
NW-E
NW-POC
NW-S
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POCPOC
POC

POC BEG

POC DUB HANDI

POC END

POC HANDI DUB
POC.. HANDI DUB
POC.. HANDI DUB
POC.. YEL HANDI 1
POC.. YEL HANDI 4
POC-W

RET TRANS BCRET TRANS SE
RET TRANS.. CONC W-EC
ROUND LID.. GROUND
S.. END TRANS N
S-BC
S-E
S-E
S-E
S-E

SEAM N-S

SEAM N-S
SE-N

ST FACE
STOP
STOP
S-W
S-W
S-W
S-W
S-W
S-W
S-W
SW-BC

SW-N BC

TRFC LTE

TRFC LTE
TRFC LTE.. MAST ARM E
TRFC LTE.. MAST ARM N
TRFC LTE.. MAST ARM S

TRFC SGNL

TRFC SIG

TRFC SIGTRFC SIG

TRFC SIG

VISALIA COMM

VISALIA COMM
W.. TRANS NE
W-N
W-SE
YEL HANDI 1
YEL HANDI 1
YEL HANDI 2
YEL HANDI 2YEL HANDI 2
YEL HANDI 3
YEL HANDI 3
YEL HANDI 3
YEL HANDI 4
YEL HANDI 4
INV 8"E(315.11)INV 8"S(315.10)INV 8"W(315.17)
INV 10"N(308.02)INV 15"S(307.41)INV 18"E(306.87)INV 18"W(306.83) INV 18"N(314.29)
INV 18"E/W(307.46)
324.59
OG
CBOX
323.79
OG
324.53
OG
324.59
OG
323.90
OG
323.66
OG
324.32
OG
325.96

SSMHRIM
325.82

SSMHRIM
WM324.11323.59323.72
324.55
323.84323.73324.18
TREE
325.70P 325.78P
325.62
OG326.01
OG
325.78
OG
325.40
OG
325.30
OG
325.69
OG
325.37
OG
325.19
OG
324.92
OG325.20
OG
324.98
OG
324.77
OG
324.54
OG324.69
OG
324.50
OG
324.61
OG
324.20
OG
324.22
OG
324.53
OG
324.51
OG
324.20
OGPP
R
R325.35
OG 324.88
OG

PP GUYGUY
324.64
OG
325.09
OG
R
325.23
EP
325.24
OG
324.75
OG
R
R
R 324.87
OG
325.50
OG
325.44
EP325.61P
PP
324.90
OG
325.24
OG
325.41
EP
325.10
EP
325.38P 325.06
OG
325.04
OG
325.12
OG
325.29
OG
325.44
EP
325.60P 325.43
EP 325.51
OG
325.16
OG
325.34
OG325.54
OG
325.65
EP
PP
325.92P
324.61
TC
324.26
FL
324.41
LIP
324.64
TC324.25
FL324.39
LIP324.61
TC324.18
FL324.36
LIP
324.57
TC324.17
FL324.25
LIPWV
324.62
TC
323.97
FL
324.21
LIP
325.18
CR
324.58
TC
324.15
FL
324.29
LIP
324.63
TC
324.22
FL
324.34
LIP
324.56
TC
324.13
FL
324.28
LIP
326.03
CR325.91P
325.39P 325.78P
324.60
TC
324.18
FL
324.28
LIP
324.55
TC
324.12
FL
324.21
LIP
325.91
CR
324.50
TC
324.12
FL
324.27
LIP
325.80
CR
WM
324.45
TC
324.07
FL 324.25
LIP
325.79
CR
WM
WM
PP
FH
325.57
EP
325.80P
325.00
DI
321.57
FL 325.47
OG
325.48
OG
325.78
EP
325.94P
326.01P 325.82
EP
325.47
OG
325.66
OG
325.90
EP
326.07P
326.19P 326.04
EP
325.75
OG
PP
325.75
OG
325.92
EP326.07P
326.03P 325.82
EP
325.66
OG
WV
324.81
TC
324.40
FL
324.48
LIP
324.79
TC
325.85

SSMHRIM
326.35P
326.38P
326.11P324.89
TC
324.49
FL
324.60
LIP
324.90
TC
324.52
FL
324.57
LIP
324.90
TC
324.45
FL
324.52
LIP 326.24P
326.48P
326.53PWM
324.96
TC
324.58
FL
324.68
LIP
326.57P
326.57P
326.41P 326.40P
326.50P326.54P
326.70P326.46

SSMHRIM
WM
325.09
TC
324.66
FL 324.75
LIP
325.04
TC
324.57
FL
324.71
LIP
326.53P
10IN INV E-W
12IN
12IN
12IN12IN12IN
12IN
1FT LID
1FT LID
9IN LID

AP E-NW
AP N-E

AP NE-S AP NW-S

AP SAW CUT E-SW

AP SAW CUT NW-E

AP SAW CUT SW-E

AP SAW CUT W-EAP SAW CUT W-E

AP SAW CUT W-NE

AP SAW CUT W-SE

AP SAW CUT W-SE
AP SE
AP S-E
AP S-E
AP S-E
AP S-E
AP S-E
AP S-E
AP S-W
AP S-W
AP S-W
AP S-W
AP S-W
AP S-W
AP S-W

AP SW-W

AP TEMP TRAF SIG

AP W-SE
BC
BC
CL 10IN
DA
DA

DBL YELLOWDBL YELLOWDBL YELLOWDBL YELLOW DBL YELLOW TO E

DBL YELLOW TO E

DBL YELLOW TO W

E FC GUY N-S

E FC LINE AP SW-E

E FC LINE E-W

E FC LINE E-W
EC
EC
ELEC

FOG LINE

FOG LINEFOG LINEFOG LINE

FOG LINE

FOG LINE
MOC
MOC
N FC CL 4IN
ROLL
ROLL
ROLL
ROLL

ROLL ROLL
ROLL
ROLL
ROLL

ROLLROLL
ROLL

ROLLROLL

ROLL TO E

ROLL TO S

ROLL TO W
S FC CL 4IN

SAW CUT E-W

SAWCUT E-NW

SAWCUT E-SE

SAWCUT E-SW

SAWCUT E-W

SAWCUT N

SAWCUT N-E

SAWCUT NE-W

SAWCUT N-S

SAWCUT N-SE

SAWCUT N-S-ESAWCUT N-S-W

SAWCUT N-W

SAWCUT SE

SAWCUT S-E

SAWCUT S-ESAWCUT S-E

SAWCUT SE-W

SAWCUT S-NESAWCUT S-NW

SAWCUT SW

SAWCUT S-W

SAWCUT S-W
STOP

TRAF SIG AHEAD

TRN LANETRN LANETRN LANE TRN LANE TO ETRN LANE TO W
YELLOW

YELLOW YELLOW

YELLOW YELLOW
YELLOW
YELLOW
YELLOW
YELLOW

YELLOW TO E

YELLOW TO W

YELLOW TO W
INV 8"E/W(318.36)INV 6"S(318.66)
INV 18"E(307.73)INV 18"W(317.63)
INV 8"E/W(316.62)
(E) 18'' SD (E) 18'' SD
PP
PP
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
EXIST. STREETLIGHTSTA: 41+85.26, 47.00' LT
EXIST. STREETLIGHTSTA: 38+90.26, 47.00' LT
EXIST. STREETLIGHTSTA: 44+75.26, 47.00' LT
EXIST. SL PULLBOXSTA: 35+95.49, 47.98' LT
6 6
6 6
2 2
2 2
9 9
9 9
7 7
10 10
18'' SD
18'' SD 5
5 4
4 4
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
FIBER BOXSTA: 47+03.15, 53.50' LT
FIBER BOXSTA: 51+32.09, 44.94' LT
FIBER BOXSTA: 55+62.13, 28.86' LT
(E) W(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
(E) W
W
SL PULLBOXSTA: 48+08.45, 80.25' RT
EXIST. SL PULLBOXSTA: 47+71.77, 48.00' LT
EXIST. SL PULLBOXSTA: 48+74.14, 56.01' LT
STREETLIGHTSTA: 48+08.69, 75.25' RT
STREETLIGHTSTA: 48+56.84, 79.65' LT
SL PULLBOXSTA: 48+57.13, 84.65' LT
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 8'' SS
(E) 18'' SD (E) 18'' SD
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 24'' SS
(E) 8'' SS
327.17
SSMHRIM327.07C
327.13
CR327.01C
326.86
FL326.99
LIP
326.99
LIP
326.92
FL
326.98
FL
327.10
LIP
327.01
FL
327.50
TC
327.43
TC327.02
FL327.11
LIP
327.22
CR
327.01C
327.44
TC327.01
FL327.08
LIP
327.50
TC
327.08
BSW327.05C 327.54
TC
327.12
BSW327.10C
327.54
TC
327.53
TC
327.36
TC326.99C326.95
FL
327.05
LIP
CBOX
327.72
TC
327.72
BSW
327.75
BSW327.75
TC
327.64
TC
327.21
BSW
327.15
BSW327.56
TC

CBOX CBOXCBOXCBOXCBOXCBOX
327.15
OG327.26
OG
327.16
TC326.74
FL326.85
LIP
327.10
CR
LTE
326.83
OG
327.74
OG
328.20
OG
GUYPP
327.12
LIP
327.01
FL
327.48
TC
327.84
BSW
327.88

BSWTREE
327.53
FNC
327.87
WALL
327.84
WALL
327.26
WALL
327.26
WALL
327.16
LIP
327.05
FL
327.52
TC
LTE 327.95
BSW
328.05
BSW
TREE
327.77
FNC
327.66
FNC
TREE
CBOX
CBOX

CBOXCBOXTREE
327.79
FNC
327.71
FNC
TREE
327.75
FNC
327.83
WALL
327.50
WALL
327.60

WALLCBOXCBOX
327.77C
327.78C 327.83C
327.83CWM
327.29
LIP
327.22
FL
327.64
TC
327.74
BSW
327.81
BSW
327.58
OG
327.64
OG
327.94
BSW
327.89

BSWCBOX
327.82
BSW
327.76
BSW
327.94
BSW
328.08
BSW
328.13
BSW327.74
OG

CBOXCBOX
328.02
TC327.56C
327.48C
327.97
TC327.97
TC327.51C
327.76
TC327.38C
327.75
TC327.36C327.34C
327.73
TC327.73
TC
327.24
FL327.37
LIP
327.29
FL327.40
LIP
327.46
LIP
327.34
FL
327.37
FL327.53
LIP
327.61
LIP
327.45
FL
327.64C
328.10
TC
328.17
BSW327.80
OG
328.24
BSW
328.23
BSW
328.22
BSW
328.20
BSW
328.30
BSW
328.48C
328.50C 328.47C328.47C
328.38
BSW 328.32
BSW 328.27
BSW 328.18

BSWCBOX
328.16
TC327.76C
327.70C
328.13
TC
328.12
TC327.68C
327.70C
328.17
TC
328.22
TC327.74C
327.76C
328.21
TC
328.06
TC
327.60
FL
327.73
LIPLTE
CBOX
CBOX
WM
327.84
LIP
327.71
FL
328.17

TC BSWBSW
327.61
FL327.72
LIP
327.77
LIP
327.62
FL
327.57
FL327.73
LIP
327.45
FL327.62
LIP
325.84
TC
325.41
FL
325.53
LIP
326.15
BSW
326.23
BSW
325.74
LIP
325.61
FL
326.05
TC
326.34
BSW
326.55
BSW
326.49
BSW
326.38
BSW 325.81
LIP
325.70
FL
326.13
TC
326.02C326.03CLTE326.08C326.09C
325.97
LIP
325.86
FL
326.28
TC
326.57
BSW
326.68
BSW
326.80
BSW
326.71
BSW 326.45
TC
326.03
FL
326.16
LIP
326.30
LIP
326.19
FL
326.61
TC
327.06
BSW
327.00
BSW
327.15
BSW
327.01
BSW 326.74
TC
326.30
FL
326.42
LIP
326.60C326.60CLTE326.71C
326.54
LIP
326.41
FL
326.87
TC
327.14
BSW
327.24
BSW
327.50
BSW
327.28
BSW 327.02
TC
326.57
FL
326.69
LIP
326.83
LIP
326.70
FL
327.15
TC
327.45
BSW
327.49
BSW
327.00
LIP326.89
FL
327.32
TC327.33CLTE327.40C
327.31C
327.10
LIP
326.93
FL
327.41
TC 327.54
BSW
327.66
BSW
327.80
BSW
327.70
BSW
327.80
BSW
327.93
BSW
327.90
BSW
327.82
BSW
327.86
BSW
327.96
BSW
328.06
BSW
327.93
BSW
327.95
BSW
328.08
BSW 327.72
TC
327.20
FL
327.34
LIP
327.31
LIP
327.16
FL
327.71
TC
327.65
TC
327.12
FL
327.28
LIP
327.22
LIP
327.06
FL
327.60
TC
327.18
LIP
327.02
FL
327.54
TC
WM
CBOX
327.40
LIP
327.24
FL
327.78
TC
327.86
TC
327.34
FL
327.49
LIP
327.55
LIP
327.41
FL
327.94
TC
327.61
LIP
327.45
FL
328.00
TC
LTE
CBOX
327.68
LIP
327.51
FL
328.06
TC
GUY
328.41
BSW
328.27
BSW
328.24
BSW
328.39
BSW
328.30
BSW
328.15
BSW
328.09
BSW
328.19
BSW
328.16
BSW
328.05
BSW
328.87
TC
328.26P 328.54
OG
328.51P 329.10
TC
328.19P 328.84
TC
CBOX
CBOXCBOX328.81C328.79C
328.81C 328.81C
TREE 328.72
TC
328.13P
328.09P 328.67
TCTREE
328.65
TC
328.06P
TREE328.03P 328.63
TC
328.60
TC
328.02PTREE
328.02P 328.59
TC
TREE
328.57
TC
327.98P
TREE
328.54
TC
327.98P
327.94P 328.53
TCTREE
328.51
TC
327.94P327.94P327.98P
328.51
TC328.50
TC
328.38
TC327.84P
328.43C328.26C
327.65P 328.26
TC
327.29P
327.27P 327.37P
327.36P 328.29
TC
327.70P 328.31
TC
327.77P
328.15
TC
328.21
TC
327.66P 327.68C 327.70C
327.69P327.66P 327.67C327.68C
327.68P 328.21
TC
328.18
TC
328.17
TC
328.16
TC
327.65P 327.68C 327.62C
327.61P327.61P 327.62C327.68C
327.67P 328.12
TC
328.11
TC328.07
TC
328.11
TC328.13C 328.17C
328.06C
327.77P327.77P
327.68P327.70P 327.76P 327.84P 328.42
TC
328.33
TC
327.89P
327.87P 328.34
TC
328.41
TC327.86P
327.84P
327.92P 327.86P 328.29
TC328.29C
328.38C328.44C
328.40
TC
327.55P 327.45P WV
LTE
FH
CBOX
327.17
TC
326.68
FL
326.80
LIP
326.61
LIP326.49
FL326.90
TC327.45
TC
327.05
FL
327.15
LIP327.06
LIP326.97
FL327.00C
326.79
FL
326.94
LIP 326.78
FL
326.93C 327.39
TC326.95C327.00C
327.39
TC327.37
TC327.37C327.39C
328.48P328.16P327.92P
327.81P
328.18P 328.50P
328.58P 329.18
TC
329.05
TC
328.44P
328.40P 329.01
TC
328.27P 328.89
TC
328.54P 329.14
TC329.24
TC328.69P
328.66P 329.25
TC
329.24
TC
328.62P
328.60P 329.25
TC329.21
TC
328.54P
328.53P 329.19
TC
329.22
TC
328.63P
328.74
TC
328.12P
328.04P 328.63
TC327.81P
328.55
TC
327.92P
327.84P 328.46
TC
328.43
TC327.84P327.54P
328.40
TC
327.81P
328.36
TC
327.78P327.42P
326.98P
327.68P 328.31
TC
327.02C
327.44
TC327.43
TC326.97C327.03C
327.01C
327.42
TC327.42
TC327.39C327.48C
327.68

SSMHRIM
327.69P
327.86P 328.48
TC
328.41
TC
327.80P
327.86P 328.40
TC
328.49
TC327.95P
327.63P
327.85P 328.48
TC
328.39
TC
328.03P327.20P327.05P
326.93P 327.07P
327.81P 328.42
TC
328.38
TC327.91P
327.84P 328.32
TC328.38
TC
327.76P
327.59P 328.30
TC
328.26
TC
327.66P
327.56P 328.14
TC328.14
TC
327.48P326.96P326.84P
327.47P 328.12
TC
327.98
TC
327.42P
327.42P 327.96
TC328.12
TC327.50P
327.97
TC327.42P
327.45P 327.99
TC328.06
TC
327.39P326.94P326.76P
327.47P 328.01
TC328.05
TC327.44P
327.44P 328.02
TC
327.94
TC327.37P
327.34P 327.81
TC
327.91
TC
327.28P
328.01
TC
327.35P326.95P326.64P
326.48P 327.18P 327.83
TC
327.76
TC
327.21P
327.03P 326.67P
WV
326.50P326.85P327.21P 327.74
TC327.73
TC
327.09P
327.01P326.37P 327.64
TC327.11P
326.68P327.02P 327.54
TC
327.56
TC
326.94P
326.90P 327.56
TC
327.43
TC326.89P
327.36
TC
326.78P326.94P
326.82P 327.44
TC
327.49C 327.36C 327.61
TC327.49
TC
327.70
TC326.80
CR
326.58P 326.24P 325.93P
325.92P326.26P
326.31P
326.47P
325.70
TC
325.19
FL
325.37
LIP
WM 325.92
BSW
326.03
BSW
326.03
BSW
325.94
BSW 325.75
TC
325.30
FL
325.47
LIP
325.77
TC
325.33
FL
325.48
LIP
325.79
LIP
325.64
FL
326.11
TC
326.17
TC
325.73
FL
325.84
LIP
326.22P 325.87
LIP
325.76
FL
326.22
TC
326.33
TC
325.87
FL
325.99
LIP
PP GUY
326.10
LIP
325.99
FL
326.45
TC
FHWV
LTE
CBOX
WM
326.19
LIP
326.07
FL326.52
TC
326.26
LIP
326.12
FL
326.60
TC
326.64
TC
326.16
FL
326.30
LIP
326.70P
326.98P
327.67P 327.27P
326.36
LIP
326.23
FL
326.72
TC
326.78
TC
326.31
FL
326.42
LIP
326.78P327.11P327.28P
PP326.81
TC
326.34
FL326.45
LIP

LTECBOX
10IN DIA
1'N 20IN..4686286E
1'N 20IN..4686287E
2IN PVC..UP 30IN
2IN PVC..UP 30IN
2'W CL18IN
8IN DIA
8IN DIA
8IN DIA
8IN DIA
8IN DIA
8IN DIA
8IN DIA
8IN DIA
8IN OAK
8IN OAK
8IN OAK
8IN OAK
8IN OAK
8IN OAK
8IN OAK
AP
AP
AP
AP
ATT
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC-E
BC-E
BC-N
BC-NE
BC-NW
BC-W
BC-W
BC-W
BC-W
BSTD
BSTD BSTD..BC
CATV..E-W
CL N
CL S

CONDUIT

CONDUIT
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH E
DASH E
DASSH

DECCO BC-S

DECCO N-W

DIVIDE RD

DO NOT ENTER
E
E
E
E
E
E
E
E
E
E..C N-S
E..C N-S
EC
EC
EC
EC
EC
EC-E
EC-E
EC-E
EC-S
EC-S
EC-SE
EC-SW
EC-W
EC-W
EC-W
END
END
E-W
E-W
E-W
E-W

E-W E-WE-W
E-W
E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W-N
E-W-N
FUTURE
FUTURE
FUTURE??
IRR
IRR
IRRIRR
IRR

IRR IRR

LN MERGE
LTE
LTE
MOC
MOC
MOC
MOC

MOC-OPEN

MTR PADMTR PAD

MTR PADMTR PAD
N
N-BC
N-E
N-E
N-E
N-E
N-E
NE-SW
N-W

N-W N-W
N-W

ONE WAY
PCC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC

POC POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC..C N
POC..C S

POC-OPEN

POC-WPOC-W
POC-W
POC-W
PRC
PRC
PRC
PRC
PRC
PRC
PRC
PRC
PWRBOX
PWRBOX
RET
RET
RET
RET

RT LN ENDS

RT TRN LN
S
S-E
S-E
S-E
S-E
S-E
SEAM
SEAM
SEAM
SEAM
SEAM
SEAM
SEAM
SEAM
SEAM
SEAM
SEAM

SEAM N-W

SEAM S-E
SE-NW

SGNL AHEAD

ST FACE

ST FACE
ST FACE..2330980E
ST FACE..2330981E
ST FACE..24IN
ST FACE..4226321E
ST FACE..4541485E
ST LTE
ST LTE
ST LTE
ST LTE
ST LTE
S-W
S-W
S-W
S-W

TRFC SGNL

TRFC SGNL
TRFC SGNL CLTRNS..N-S
W
W
W
W
W
W..C N-S
W..C N-S
WHITE
WHITE

WHITE E

WHITE E-W

WHITE W

WHITE W
325.69
TC325.23
FL325.34
LIP
325.79C
325.43
TC325.36
FL325.46
LIP
326.01C
325.88
CR
326.79

SSMHRIM
326.83
CR
325.83
OG
326.07
OG
325.71
OG
325.97
TC
325.47
FL
325.57
LIP
WV
325.92
CR
325.52
LIP
325.38
FL
325.88
TC
WVWV
325.67C325.78C 325.71C 325.56C325.82C325.84C 325.77C 325.75CGUY 325.84
TC
325.36
FL
325.48
LIP
325.80
CR
325.43
LIP
325.30
FL
325.73
TC
325.67

SDMHRIM
325.80
OG325.87
EP
326.04P
326.02P
325.94P
325.90P
325.90
OG
325.85C
325.82C 325.84C
325.92P 325.89
OG
PP
325.60
EP
326.00
TC
325.53
FL
325.67
LIP
WV
PP
325.71
TC
325.24
FL
325.25
LIP
WM
325.02
TC
324.68
FL
324.88
LIP
326.51

SSMHRIM
WM
325.19
TC
324.80
FL
324.96
LIP
325.22
TC
324.84
FL
325.02
LIP
325.32
TC
324.88
FL
325.30
TC
324.90
FL
324.96
LIP
325.39
TC
324.94
FL325.28
TC
324.86
FL
324.97
LIP
325.96

SSMHRIM
325.31

SDMHRIM
326.49
CR
326.57
CR
325.67
TC325.19
FL 325.33
LIP324.95
FL325.01
LIP325.23
TC324.86
FL324.91
LIP
324.99
DI
325.01
DI
12IN TO W
1FT LID
1FT LID
2 3IN STUBS
3IN STUB
-4.8FT INV
4IN STUB
-5.55FT INV

AP ATTAP ATT

AP COMCASTAP COMCAST

AP MH AP MH

AP MHAP MH
AP MH

AP MHAP MH

AP N-EAP N-W

AP NW-E

AP SAW CUT

AP SAW CUT AP SAW CUT

AP SAW CUT
AP S-E
AP S-E

AP S-NE

AP S-NW
AP S-W
AP S-W
AP S-W

AP SW-SE

BCBC BC BC
BC
BC

BFP N FC

BFP S FC
CL 4IN CL 4IN CL 4IN
CL 4IN N FC
CL 4IN S FC
CL MH LID 3FT

DBL YELLOW

DBL YLLW W
DUB
DUB

E FC LINE E-W

E FC LINE TO S
EC
EC
EC
EC
EC

EC AP SE-EFC
FC
FC
FC

FOG LINE

FOG LINE BC

FOG LINE EC

FOG LINE MOC

FOG LINE TO W
LANE

LANE TO E

MATCH LINE E-W
MOC
MOC
MOC
MOC
MOC
ROLL
ROLL

ROLL TO S

ROLL TO W

SAW CUT AP N-W

SAW CUT E-W

SAW CUT N-E

SAW CUT N-ESAW CUT N-E

SAW CUT S-E

SAW CUT S-W

SAWCUT E

SAWCUT E-S

SAWCUT N-E

SAWCUT N-W

SAWCUT S-E

SAWCUT S-W

SAWCUT W

SAWCUT W-S

SCE E-W
SPEED 45
STOP
TO W

TRN LANE TRN LANE TO E

WHITE SOLID E-W

WHITE SOLID E-WWHITE SOLID N-W

WHITE SOLID S-W

WHITE SOLID W
INV 18"W(319.64)
B.F.P.

COMCAST
MH
INV 18"E(320.42)
INV 8"N(310.00)INV 8"S(316.17)INV 18"E(308.49)INV 18"W(308.40) INV 6"S(319.11)INV 8"W(318.93)
INV 18"E/W(318.69INV 18"N(315.63)
(E) 8'' SS (E) 8'' SS (E) 8'' SS
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) COMCAST-UG(E) COMCAST-UG(E) COMCAST-UG
EXIST. STREETLIGHTSTA: 47+66.77, 47.00' LT
EXIST. STREETLIGHTSTA: 50+48.32, 50.05' RT
EXIST. STREETLIGHTSTA: 50+78.82, 42.99' LT
EXIST. STREETLIGHTSTA: 48+80.78, 47.58' RT
EXIST. STREETLIGHTSTA: 52+63.13, 57.06' RT
EXIST. STREETLIGHTSTA: 54+78.49, 64.02' RT
EXIST. STREETLIGHTSTA: 57+36.95, 88.84' RT
EXIST. STREETLIGHTSTA: 57+67.75, 2.18' LT
EXIST. STREETLIGHTSTA: 52+99.69, 35.94' LT
EXIST. STREETLIGHTSTA: 53+83.57, 32.49' LT
EXIST. STREETLIGHTSTA: 55+38.94, 26.99' LT
6 6
2 2
9 9
7 11
8 5
5 5
4 4
4 46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00

STREET LIGHTING & FIBER INTERCONNECT PLAN

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35(WHERE APPLICABLE).

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
MATCHLINE STA: 46+00MATCHLINE STA: 58+00
SEE SHEET 17
MATCHLINE STA: 46+00

SEE ABOVE

SEE BELOW
MATCHLINE STA: 34+00
SEE SHEET 15
40'
40'
EXISTING 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN) LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL SP GR

FIXTURES
SHEET NOTES1.

GENERAL
: THE REQUIREMENTS OF THE SPECIFICATIONS,
THEFOREGOING GENERAL NOTES AND MECHANICAL NOTESSHALL APPLY TO ALL WORK HEREUNDER.

5. SUBMITTALS
: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

7. POLES AND FIXTURES SHALL BE INSTALLED PERCURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED ASSHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1
12" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVERUNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLEDPER MODIFIED 2016 VISALIA STREET LIGHT STANDARDSSL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ONSTREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILLBE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.

15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED INTHE CITY RIGHT OF WAY. 26'(ARTERIAL/COLLECTOR) POLE W/ 8' ARM AND GREENCOBRA LED FIXTURE.

SL-5

BSW CBOX
CBOX 328.56P
328.65P 328.82P
328.75P 328.85P
328.14
LIP
327.97
FL
328.51
TC
328.71
BSW
328.84
BSW
328.79
BSW
328.66
BSW 328.45
TC
327.91
FL
328.08
LIP
327.99
LIP
327.85
FL
328.38
TC
328.57
BSW
328.70
BSW 328.28P 328.52P 328.71P
328.57P328.38P328.12P
327.96P
328.22P
328.44P
328.53329.19329.22328.63
328.65P 329.27
TC329.14
TC
328.56P
328.59P 329.19
TC
329.30
TC
328.70P
328.76P 329.35
TC
329.30
TC
328.73P
328.81P 329.37
TC
329.36
TC
328.80P
328.85P 329.44
TC
329.43
TC
328.90P
328.93P 329.49
TC
329.45
TC328.85P
328.88P 329.49
TC
329.49
TC
328.90P328.76P328.59P328.34P
328.39P 328.64P 328.81P
328.89P 329.46
TC
329.56
TC
328.93P
329.02P329.09P328.96P 329.56
TC
329.55
TC329.52C329.52C329.55C
328.87P
328.85P
328.84P
329.00
CR
328.89
CR
328.67P
328.86P328.74P328.53P
328.66P
328.70P 328.86
CR 328.71P
328.41P
328.67P
328.48P
328.47P
328.50
TC
328.06
FL
328.20
LIPWV328.56P
328.55P 328.23P 328.11
LIP
327.99
FL
328.46
TC
WM
328.51
TC
328.59
BSW
328.66
BSW
329.00
BSW
328.92
BSW
329.14
BSW
329.08
BSW328.44
TC
327.96
FL
328.08
LIP328.20P328.48P
328.45P
328.19P
328.04
LIP
327.90
FL
328.39
TC
WV 329.04
BSW
329.00
BSW328.35
TC
327.85
FL
327.99
LIP
328.12P328.38P
328.30P 328.08P 327.92
LIP
327.80
FL
328.30
TC
328.94
BSW
329.01
BSW
CBOX
327.88
LIP
327.75
FL
328.26
TC
BC
BC
BC
BC
BC
BC-N
BSW NW

CALTRNS TRFC SGNL
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
DASH
EC
EC
EC
EC
EC
EC-E
EC-W
E-W
E-W
E-W
E-W
E-W
E-W
LOOP
LOOP

LOOPLOOP
LOOP
LOOP

LOOPLOOP
LOOP
LOOP
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC
RET
RET..BSW S
SEAM
SEAM
SEAM
SEAM
SE-W
SE-W
ST FACE GUY POLE..4686290E

TRFC SGNL

TRFC SGNL TRFC SGNL
W..C N-S
WHITE
WHITE
WHITE
WHITE
WHITE
WHITE
WHITE
WHITE
WHITE
WHITE
XWLK
XWLK
XWLK
XWLK
XWLK

XWLK N-S

XWLK N-S
XWLK S
XWLK S
XWLK..DASH
XWLK..WHITE
XWLK..WHITE
1 4
58+00
59+00
60+00
60+10

STREET LIGHTING & FIBER INTERCONNECT PLAN

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35(WHERE APPLICABLE).

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FOR

CONSTRUCTION
MATCHLINE STA: 58+00
SEE SHEET 16
40'
40'
EXISTING 1-1/2" PVC CONDUIT WITH 4/C 3-#6CU & 1-#8CU (1 RUN) LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL SP GR

FIXTURES
SHEET NOTES1.

GENERAL
: THE REQUIREMENTS OF THE SPECIFICATIONS,
THEFOREGOING GENERAL NOTES AND MECHANICAL NOTESSHALL APPLY TO ALL WORK HEREUNDER.

5. SUBMITTALS
: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

7. POLES AND FIXTURES SHALL BE INSTALLED PERCURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED ASSHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1
12" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVERUNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLEDPER MODIFIED 2016 VISALIA STREET LIGHT STANDARDSSL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ONSTREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILLBE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.

15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED INTHE CITY RIGHT OF WAY. 26'(ARTERIAL/COLLECTOR) POLE W/ 8' ARM AND GREENCOBRA LED FIXTURE.

SL-5

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

EXISTING CONCRETE
EXIST. POWER POLE
EXIST. UTILITY POLE
CONSTRUCTION AND GRADING KEYNOTES: (THIS SHEET ONLY)
1 INSTALL CONCRETE COLD JOINT. SEE CITY STD. C-34, SHEET 25. 2 GUTTER PAN SHALL NOT EXCEED 5% IN THE PATH OF TRAVEL.

ASPHALT TO BE FLUSH WITH LIP AT BOTTOM OF RAMPS.
3 PROVIDE 4'x4' MIN. ADA LANDING, SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.
4 CONSTRUCT SIDEWALK PER CITY STD. C-9, SHEET 31.
5 CONSTRUCT DEPRESSED CURB WITH SMOOTH TRANSITION.
6 RE-GRADE LANDSCAPE AREAS TO MATCH NEW IMPROVEMENTS.

5.0'

79.0'

40.0'19.9' 20.1'
WM
WM
INV 18"E/W(306.65)
(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH

78.2'

19.4' 39.3' 19.5'

7.00'

R R R R
WMWM

79.0'

20.1'39.0'19.9'

5.00'

BUS TURNOUT DETAILS
BUS TURNOUT DETAIL - SOUTH SIDE OF RIGGIN AVE.
10' 10'
B-3
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FORCONSTRUCTION
BUS TURNOUT DETAIL - SOUTH SIDE OF RIGGIN AVE. BUS TURNOUT DETAIL - SOUTH SIDE OF RIGGIN AVE.B-1 B-2 263
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
R12.0'
R8.0'

10.00'

9.19'
R20.00'

11.93'
TC 322.66
FL 322.16
STA: 23+02.34, 45.68' RTDUB TC 322.68
FL 322.18
STA: 23+09.45, 44.04' RTECR
TC 322.15
FL 322.15
STA: 22+97.13, 48.86' RTFLUSH
TC 322.13
FL 322.13
STA: 22+93.68, 52.55' RTFLUSH
TC 322.62
FL 322.12
STA: 22+90.91, 57.92' RTDUB
TC 322.60
FL 322.10
STA: 22+89.92, 65.11' RTBCR

7.00' 5.00'
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH

11.0'
R8.0'
R40.0'
R2.0'R2.0'

28.9'
R40.4'

15.4'

43.1'

9.8'
R30.0'

5.00'
R25.0'

5.00'

5.54'

5.52'

5.00'
TC 322.92
FL 322.92
STA: 28+73.86, 54.42' RTFLUSH
TC 322.94
FL 322.94
STA: 28+77.39, 57.96' RTFLUSH
TC 323.08
FL 323.08
STA: 29+26.95, 55.96' RTFLUSH
TC 323.04
FL 323.04
STA: 29+30.51, 52.44' RTFLUSH

5.00'

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

RAMP DETAILS

RAMP DETAIL - SOUTH SIDE OF RINALDI ST & RIGGIN AVE
5' 5'
RAMP DETAIL - SE CORNER OF DIVISADERO & RIGGIN AVE R-1
R-2
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FORCONSTRUCTION
264

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

11.0'

9.0'

17.4'

48.9'

37.1'

23.8'
R30.00'
R30.00'

8.54'

5.00'
R21.0'

8.50'

8.50'
TC 324.22
FL 324.22
STA: 42+20.57, 56.04' RTFLUSH
TC 324.23
FL 324.23
STA: 42+24.11, 52.50' RTFLUSH
TC 324.05
FL 324.05
STA: 41+62.06, 52.56' RTFLUSH
TC 324.03
FL 324.03
STA: 41+65.59, 56.09' RTFLUSH
TC 324.47
FL 323.97
STA: 41+72.69, 75.46' RTGB
TC 324.61
FL 324.11
STA: 41+42.69, 45.46' RTGB

8.50'

5.00'

9.04'
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG(E) COMCAST-UG
R33.6'
R1.8'
R1.0'
R1.0'

12.7'C 324.99
R20.00'

5.00'

9.27'
R30.00'
TC 325.05
FL 325.05
STA: 48+05.11, 56.19' RTFLUSH
TC 325.01
FL 325.01
STA: 48+01.57, 52.67' RTFLUSH

8.49'

8.35'
TC 325.37
FL 324.87
STA: 47+82.52, 45.65' RTBCR

RAMP DETAILS

RAMP DETAIL - SW CORNER OF CONYER ST & RIGGIN AVE
5' 5'
RAMP DETAIL - SE CORNER OF CONYER ST & RIGGIN AVE R-4
R-3
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FORCONSTRUCTION
265
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-OH(E) E-OH(E) E-OH(E) E-OH(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH(E) E-OH
(E) E-OH
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG
(E) COMCAST-UG (E) COMCAST-UG (E) COMCAST-UG (E) COMCAST-UG (E) COMCAST-UG TC 323.89
FL 323.89
STA: 20+28.35, 53.59' RTFLUSH
TC ???
FL ???
STA: 20+25.70, 62.34' RTBCR, DUB
TC 324.15
FL 324.15
STA: 20+31.84, 50.00' RTFLUSH
TC 324.60
FL 324.10
STA: 20+40.51, 47.11' RTECR, DUB
TC 324.13
FL 324.13
STA: 19+78.97, 50.38' RTFLUSH
TC 323.97
FL 323.97
STA: 19+82.55, 53.88' RTFLUSH
TC ???
FL ???
STA: 19+84.92, 62.46' RTECR, DUB
TC 324.73
FL 324.23
STA: 19+70.34, 48.21' RTBCR, DUB

5.00'

5.63'

5.00'

5.63'

5.00'

5.00'5.00'3.88'

5.00'

3.94'

3.73'

3.69'

5.00'

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

RAMP DETAILS
RAMP DETAIL - SOUTH SIDE OF RIGGIN @ DAYTON ST.
5' 5'
R-5
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FORCONSTRUCTION
266

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

ADJUST IRRIGATION TO PROVIDE FULLY FUNCTIONING SYSTEM & REPLACE LANDSCAPING IN KIND.
7 CONSTRUCT BUS TURNOUT PER THE DIMENSIONS ON THE
PLANS. SEE DETAIL TR-5, SHEET 36.
8 CONSTRUCT COMMERCIAL DRIVE APPROACH PER THE
DIMENSIONS ON THE PLANS. SEE DETAIL C-24, SHEET 31. SLOPE DIRECTION 324.70C
324.95C
325.02C324.78C
324.56C
324.92C
324.87C
CBOX
324.33
FL
324.60
FL
324.37
FL324.32
FL324.32
FL
325.61
FNC
324.42
LIP
324.72
LIP
324.77
LIP
324.74
LIP
324.43
LIP
324.75P
324.73P
324.80
TC
325.07
TC
325.24
TC
325.08
TC
325.20
TC
325.00
TC
325.24
TC
325.22
TC
324.77
TC
(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH
(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH (E) E-OH(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH TC 323.77
FL 323.27
STA: 13+23.44, 45.04' LT
TC 323.70
FL 323.20
STA: 12+48.30, 44.91' LT
TC 317.50
FL 317.00
STA: 12+66.12, 55.00' LT
TC 317.56
FL 317.06
STA: 13+05.53, 55.00' LT
BLD
326.31
BSW
326.00
BSW325.58P324.65P
324.00P 324.70P
325.38P
326.03
TC
325.22
TC
(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH
(E) E-OH
(E) E-OH (E) E-OH(E) E-OH (E) E-OH
(E) E-OH
(E) E-OH
(E) E-OH (E) E-OH (E) E-OH (E) E-OH (E) E-OH
TC 325.31
FL 324.81
STA: 15+32.07, 45.00' LT
TC 325.53
FL 325.03
STA: 15+94.98, 45.00' LT
FL 324.88
STA: 15+51.55, 46.00' LT
FL 324.97
STA: 15+75.50, 46.00' LT
TC 313.98
FL 313.48
STA: 15+51.55, 64.10' LT
TC 312.50
FL 312.00
STA: 15+75.50, 65.42' LT

DRIVE APPROACH DETAILS
DA-1
DA-2
DRIVE APPROACH DETAIL @ STA: XX+XX NORTH SIDE OF RIGGIN AVE.

DRIVE APPROACH DETAIL @ STA: XX+XX NORTH SIDE OF RIGGIN AVE. 5' 5'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FORCONSTRUCTION
267

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

7.00'
R10.00'
R10.00'
R10.00'

DRIVE APPROACH DETAILS
DA-3DRIVE APPROACH DETAIL @ STA: XX+XX NORTH SIDE OF RIGGIN AVE. 5' 5'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
Know what'sbelow.
before you dig.Call
R
60% SUBMITTAL

NOT FORCONSTRUCTION
268

CIVIL DETAILS
C-1C-2C-4 CONCRETE SPECIFICATIONS 1CONCRETE SPECIFICATIONS 2C-8 C-34 C-33 C-24

BARRIER CURB & GUTTERMEDIAN CURB
COMMERCIAL DRIVE APPROACHDETECTABLE WARNING SURFACECONCRETE COLD JOINTS C-9 SIDEWALKS - RESIDENTIAL W/ PARKWAY DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
60% SUBMITTAL

NOT FOR

CONSTRUCTION
269

CIVIL DETAILS
C-35C-36D-1 STAMPED CONCRETE MEDIAN MEDIAN NOSE DETAILD-2 D-10 D-8 D-7
48" STORM DRAIN MANHOLE 60" STORM DRAIN MANHOLE
STORM DRAIN MANHOLE JOINT FINISHING REQUIREMENTS STORM DRAIN MANHOLE FRAME & COVER LATERAL LINE CONNECTION @ EXISTING MANHOLE D-6 STORM DRAIN MANHOLE SUMP REQUIREMENTS DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
60% SUBMITTAL

NOT FOR

CONSTRUCTION
270

CIVIL DETAILS
D-12 DRAINAGE INLETD-13 DRAINAGE INLET - FRAME & GRATED-14 MISCELLANEOUS DRAINAGE INLET DETAILSD-37 CONSTRUCTION JOINT CONCRETE FILLED COLLAR E-1 TRENCH BACKFILL / PATCH PAVINGP-14 P-13 STAMPED CONCRETE & LANDSCAPE LOATIONSARTERIAL MEDIAN INSTALLATION IN EXISTING PAVEMENTS-6 SANITARY SEWER MANHOLE FRAME & COVER DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
60% SUBMITTAL

NOT FOR

CONSTRUCTION
271

CIVIL DETAILS
SD-3 SIGHT DISTANCE REQUIREMENTS FOR ARTERIAL & COLLECTOR STREETSSL-4 SL-3 ARTERIAL & MAJOR COLLECTOR STREET LIGHTINGARTERIAL STREET LIGHTING W/ MEDIAN CURBSL-5 STREETLIGHT POLE SL-6SL-7 STREETLIGHT FOUNDATIONSL-8 STREETLIGHT PULL BOXSTREETLIGHT CONNECTION DIAGRAMSL-9 STREETLIGHT METER PEDESTAL TYPE III - BF DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
60% SUBMITTAL

NOT FOR

CONSTRUCTION
272

CIVIL DETAILS
TE-7 TE-6 TE-5 TYPICAL FIBER PULL BOXTYPICAL FIBER PULL BOX INSTALLATION 1 OF 2TYPICAL FIBER PULL BOX INSTALLATION 2 OF 2TE-8 TYPICAL FIBER TRENCH DETAILS TE-9 TYPICAL FIBER & STREET LIGHTING JOINT TRENCH DETAILTE-11 TE-10 TYPICAL COMMUNICATIONS VAULT INSTALLATION 1 OF 2TYPICAL COMMUNICATIONS VAULT INSTALLATION 2 OF 2TR-1 BUS SHELTER & SIGN LOCATION W/ WHEELCHAIR AREA DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
60% SUBMITTAL

NOT FOR

CONSTRUCTION
273

CIVIL DETAILS
TR-3 BUS PAD TR-2 BUS STOP SIGNTR-5 BUS STOPS C & DTS-8 MEDIAN ISLAND OPENING SIGNING DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:

FAX: 559.802.3215
TEL: 559.802.3052
VISALIA, CA 93292
324 S. SANTA FE, STE. A
P.O. BOX 7593
60% SUBMITTAL

NOT FOR

CONSTRUCTION
S-1 48" SANITARY SEWER MANHOLE
274
Appendix F
Noise Study Report
275
Riggin Avenue Widening - Mooney Boulevard to Conyer Street Project NSR
Noise Study Report
Riggin Avenue Widening - Mooney Boulevard to Conyer Street P roject County of Tulare, California
District 6-TUL-46
HIPL – 5044 (140)
January 202
2 276
[THIS PAGE IS INTENTIONALLY LEFT BLANK]
277
Noise Study Report
Riggin Avenue Widening - Mooney Boulevard to Conyer Street P roject County of Tulare, California
District 6-TUL-46
HIPL – 5044 (140)
January 2022
Prepared by: ___________________________________ Date: 1/3/2022 Ken Chen
Noise Specialist
Dokken Engineering
Reviewed by: _____________________________________ Date:

NAME
TITLE
Caltrans District 6
278

[THIS PAGE IS INTENTIONALLY LEFT BLANK]
279

Summary
The City of Visalia (City), in cooperation with the California Department of Transportation (Caltrans), proposes to widen Riggin Avenue between Mooney Boulevard and Conyer Street from an undivided two -lane road to a four -lane divided road with a separated frontage road, median, sidewalks, curb and gutters, and streetlights as part of the Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project (Project).

Existing Environment
A review of aerial photography and the City of Visalia General Plan Land Use Map were studied to identify land uses that could be subject to traffic and construction noise impacts from the proposed Project. Existing land uses in the project area were categorized by land use type and Activity Category, and the extent of frequent human use. Land uses in the project vicinity consist of residential, retail service, and agricultural parcels. Receptors were included in this assessment if th ey were located in the first row of receivers in sensitive land uses adjacent to the proposed Riggin Avenue widening that would benefit from a lowered noise level . A total of 43 (forty-three) receptor locations were modelled within this evaluation area. As stated in the Protocol, noise abatement is only considered where frequent human use occurs and where a lowered noise level would be of benefit.

Accordingly, this impact analysis focuses on locations with defined outdoor activity areas, such as residential backyards and common use areas at multi-family residences.

The geometry of the project relative to nearby existing and planned land uses was also identified. The topography of the project area varies in elevation throughout the proposed project right of way.

Short-term measurement locations were selected to serve as representative modeling locations and for noise model calibration purposes. A project Noise Study Report Work Plan showing the proposed measurement locations was submitted to Caltrans on November 12th, 2021 and Caltrans provided guidance on November 16th, 2021.

Short-term monitoring was conducted at three (3) locations on November 30th, 2021 using Larson David Model 824 Type 1 sound level meters. Measurements were taken for a duration of 15-minutes at each site. Meteorological conditions (temperature, wind speed and direction, relative humidity) were logged for each measurement session on fie ld data forms, provided in Appendix D.

280
Summary
Riggin Avenue Widening - Mooney Boulevard to Conyer Street Project – Noise Study Report iii Future Traffic Noise Impacts
Traffic noise levels were predicted using the FHWA Traffic Noise Model Version 2.5 (TNM 2.5). Traffic volumes, vehicle classification percentages, and traffic speeds under existing and design year ( 2030) conditions were provided by the Visalia General Plan Update – Final Environmental Impact Report (City of Visalia 2014 ) for input into the traffic noise model. Since the Final Environmental Impact Report only includes traffic volume projections up to 2030, a projected annual growth rate of 2.6% was applied to estimate peak hour traffic in the existing baseline year 2021 and design year 2040.

Under the No Build Alternative , Riggin Avenue would not be widened. Without the widening, Riggin Avenue would not match the planned width as stated in the City of Visalia’s circulation element within the City’s General Plan. The traffic noise modeling results for the design year 2040 No Build Alternative range from 43 to 67 dBA Leq(h), as shown in Table B -1 of Appendix B. One receiver, R9, would approach or exceed its respective NAC Activity Category standard under No Build conditions in the design year 2040.

The design year traffic noise modeling results for the Build Alternative range from 44 to 68 dBA Leq(h), as shown in Table B-1 of Appendix B. Noise levels from Existing to Build conditions are expected to increase by up to 6 dBA. Noise levels under 2 040 Build conditions did not approach (within 1 dBA) or exceed their respective NAC Activity Category standard at any existing evaluated receivers. One receiver, R40, would experience noise levels exceeding its respective NAC (Activity Category B) in the d esign year; however, this receiver represents multiple undeveloped residences , and the final location of their future outdoor use areas, as well as soundwall heights, are unknown. Based on information provided by the City, a minimum 6 -foot soundwall was assumed in the traffic noise model to be built at future residences. This receiver was analyzed to provide information that will allow the local community to avoid noise -incompatible future land development. Therefore, no further noise abatement evaluation was required.

Construction Noise Impacts
No adverse noise impacts from construction are anticipated because construction would be conducted in a ccordance with the Caltrans’ Standard Specifications 14 -8.02 “Noise Control.” Construction noise would be short -term, intermittent and overshadowed by traffic noise within the project area.

281

Table of Contents
Page
Summary ................................ ................................ ................................ ......................... ii Chapter 1. Introduction ................................ ................................ ................................ ...... 1

1.1. Purpose of the Noise Study Report ................................ ................................ ....... 1

1.2. Project Purpose and Need ................................ ................................ .................... 1 Chapter 2. Project Description ................................ ................................ ........................... 2

2.1. No Build Alternative ................................ ................................ ............................ 2

2.2. Build Alternative ................................ ................................ ................................ . 2 Chapter 3. Fundamentals of Traffic Noise................................ ................................ .......... 7

3.1. Sound, Noise, and Acoustics ................................ ................................ ................ 7

3.2. Frequency ................................ ................................ ................................ ............ 7

3.3. Sound Pressure Levels and Decibels ................................ ................................ .... 7

3.4. Addition of Decibels ................................ ................................ ............................ 8

3.5. A-Weighted Decibels ................................ ................................ ........................... 8

3.6. Human Response to Changes in Noise Levels ................................ ...................... 9

3.7. Noise Descriptors ................................ ................................ .............................. 10

3.8. Sound Propagation ................................ ................................ ............................. 10

3.8.1. Geometric Spreading ................................ ................................ .......................... 11

3.8.2. Ground Absorption................................ ................................ ............................. 11

3.8.3. Atmospheric Effects ................................ ................................ ........................... 11

3.8.4. Shielding by Natural or Human-Made Features ................................ .................. 11 Chapter 4. Federal Regulations and State Policies ................................ .......................... 13

4.1. Federal Regulations ................................ ................................ ........................... 13

4.1.1. 23 CFR 772 ................................ ................................ ................................ ........ 13

4.1.2. Traffic Noise Analysis Protocol for New Highway Construction and Reconstruction Projects ................................ ................................ ..................... 14

4.2. State Regulations and Policies................................ ................................ ............ 15

4.2.1. California Environmental Quality Act (CEQA) ................................ .................. 15

4.2.2. Section 216 of the California Streets and Highways Code ................................ ... 16 Chapter 5. Study Methods and Procedures ................................ ................................ ....... 17

5.1. Methods for Identifying Land Uses and Selecting Noise Measurement and Modeling Receiver Locations ................................ ................................ ................................ 17

5.2. Field Measurement Procedures ................................ ................................ .......... 17

5.2.1. Short-Term Measurements ................................ ................................ ................. 17

5.3. Traffic Noise Level Prediction Methods ................................ ............................. 18

5.4. Methods for Identifying Traffic Noise Impacts and Consideration of Abatement 33 Chapter 6. Existing Noise Environment ................................ ................................ ........... 35

6.1. Existing Land Uses ................................ ................................ ............................ 35

6.2. Noise Measurement Results ................................ ................................ ............... 35

6.2.1. Short-Term Monitoring ................................ ................................ ...................... 35 Chapter 7. Future Noise Environment, Impacts and Considered Abatement ..................... 37

7.1. Future Noise Impacts ................................ ................................ ......................... 38 Chapter 8. Construction Noise ................................ ................................ ......................... 41 Chapter 9. References................................ ................................ ................................ ...... 42 Appendix A Traffic Data ................................ ................................ ................................ 43 Appendix B Predicted Future Noise Levels ................................ ................................ .... 45 Appendix C Field Data ................................ ................................ ................................ ... 49 282
Table of Contents

List of Figures
Page
Figure 1. Project Vicinity ................................ ................................ ................................ ............ 3 Figure 2. Project Location ................................ ................................ ................................ ........... 4 Figure 3. Project Features ................................ ................................ ................................ ............ 5 Figure 4. Noise Measurements and Receiver Locations ................................ ............................ 31

List of Tables
Page
Table 3-1. Typical A-Weighted Noise Levels ................................ ................................ ............. 9 Table 3-1. Typical A-Weighted Noise Levels ................................ ................................ ............. 9 Table 4-1. Activity Categories and Noise Abatement Criteria (23 CFR 772) .............................. 15 Table 1. Activity Categories and Noise Abatement Criteria (23 CFR 772) ................................ . 15 Table 6-1. Summary of Short-Term Measurements ................................ ................................ ... 36 Table 6-1. Summary of Short-Term Measurements ................................ ................................ .... 36 Table 6-2. Comparison of Measured to Predicted Sound Levels in the TNM Model ................. 36 Table 6-3. Comparison of Measured to Predicted Sound Levels in the TNM Model ................... 36 Table 7-1. Comparison of Modeled Existing and Future Noise Levels ................................ ...... 39 Table 8-1. Construction Equipment Noise ................................ ................................ ................ 41 Table A-1. Existing Calibration Traffic Volumes Used in TNM (NM-1) ................................ .... 43 Table A-2. Existing Calibration Traffic Volumes Used in TNM (NM-2) ................................ .... 43 Table A-3. Existing Calibration Traffic Volumes Used in TNM (NM-3) ................................ .... 43 Table A-4. Existing 2021 Peak Hour Traffic Volumes Used in TNM ................................ ......... 44 Table A-5. Design Year 2040 No Build Peak Hour Traffic Volumes Used in TNM ................... 44 Table A-6. Design Year 2040 Build Peak Hour Traffic Volumes Used in TNM ......................... 44 Table B-1. Predicted Future Noise Levels and Noise Barrier Analysis ................................ ....... 47 283
Table of Contents
List of Abbreviated Terms
CEQA California Environmental Quality Act
CFR Code of Federal Regulations
CNEL Community Noise Equivalent Level
dB Decibels
dBA A-weighted Decibels
FHWA Federal Highway Administration
Hz Hertz
kHz Kilohertz
Ldn Day-Night Level
Leq Equivalent Sound Level
Leq(h) Equivalent Sound Level over one hour
Lmax Maximum Sound Level
LOS Level of Service
Ln Percentile-Exceeded Sound Level
µPa Micro-Pascals
mph Miles Per Hour
NAC Noise Abatement Criteria
NADR Noise Abatement Decision Report
NEPA National Environmental Policy Act
NSR Noise Study Report
Protocol Caltrans Traffic Noise Analysis Protocol for New Highway Construction, Reconstruction, and Retrofit Barrier Projects
SPL Sound Pressure Level
TeNS Caltrans’ Technical Noise Supplement
TNM 2.5 FHWA Traffic Noise Model Version 2.5
284
Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report ii [THIS PAGE IS INTENTIONALLY LEFT BLANK]
285

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 1 Chapter 1. Introduction

1.1. Purpose of the Noise Study Report
The purpose of this Noise Study Report (NSR) is to evaluate noise impacts and abatement under the requirements of Title 23, Par t 772 of the Code of Federal Regulations (23 CFR 772) “Procedures for Abatement of Highway Traffic Noise.” Title 23, Part 772 provides procedures for preparing operational and construction noise studies and evaluating noise abatement considered for federal and federal-aid highway projects. According to 23 CFR 772.3, all highway projects that are developed in conformance with this regulation are deemed to be in conformance with Federal Highway Administration (FHWA) noise standards.

The California Department of Transportation (Caltrans) Traffic Noise Analysis Protocol for New Highway Construction, Reconstruction, and Retrofit Barrier Projects (Protocol) (Caltrans 2020) provides Caltrans policy for implementing 23 CFR 772 in California. The Protocol outlines the requirements for preparing NSRs.

1.2. Project Purpose and Need
The purpose of the project is to:
• Improve existing and future traffic operations by adding an additional eastbound and westbound travel lane to accommodate existing and additional future traffic; • Provide sidewalk connectivity on the north side of Riggin Avenue between North Mooney Boulevard and North Conyer Street; and
• Improve traffic and pedestrian safety by adding a 17’ frontage road along the south side of Riggin Avenue.

The project is needed to:
• Bring the ultimate roadway width into conformance with the City of Visalia General Plan Circulation Element;
• Fill the gap for pedestrian travel mode that currently exists between North Mooney Boulevard and North Conyer Street; and
• Protect the fronting residents along the south side of Riggin Ave from high speed arterial traffic and protect motorists along Riggin Ave from ingress and egress of vehicles along the fronting residents.

286

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 2 Chapter 2. Project Description
The City of Visalia, in cooperation with the California Department of Transportation (Caltrans), proposes to widen Riggin Avenue between Mooney Boulevard and Conyer Street from an undivided two -lane road to a four -lane divided road with a separated frontage road, median, sidewalks, curb and gutters, and streetlights as part of the Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project (Project).

2.1. No Build Alternative
Under the No Build Alternative, Riggin Avenue would not be widened. Wit hout the widening, Riggin Avenue would not match the planned width as stated in the City of Visalia’s circulation element within the City’s General Plan.

2.2. Build Alternative
The proposed Project would widen 0.72 miles of the arterial classified roadway from Mooney Boulevard to Conyer Street to the ultimate roadway width as planned for in the City of Visalia’s circulation element within the City’s General Plan. The project will widen the exi sting two -lane undivided roadway into four -lane divided roadway to meet the current traffic demands within the existing 110’ right of way width. The widening project will include concrete work such as the installation of sidewalk, curb and gutter replacement, bus stop, fire bay, 10’ center median, and ADA curb ramp improvements; utility relocation; storm drain extensions; streetlighting; fiber interconnect; and a 17’ frontage road for the homes along Riggin Avenue.

The Project is anticipated to be constructed within existing City owned right of way. There is no additional right of way acquisition anticipated. There may be limited access to residential properties for short periods as the contractor works in the vicinity, however, full access will be restored as soon as possible, or by the end of the workday. The project would not involve the use of a temporary road or ramp closure. Temporary detours may be required for through traffic. Project cost is approximately $8,03 8,000. Construction will begin in the Summer of 2022 and is anticipated to last 4 months.

287
I
0 5 10 15
Miles
Source: ESRI 2008; Dokken Engineering11/12/2021; Created By: kchen

T U L A R E

F R E S N O

K E R N

K I N G S

M A D E R A

I N Y O
§¨¦5
UV99
UV180
UV198
UV155
UV245
UV43
UV63
UV41
UV190
UV65
UV216
UV137
UV168
UV201
UV178
UV145
UV33
UV41
UV190
UV41
UV168
UV99
UV41
UV43
UV198
UV198
UV180
UV198
UV65
UV168
Sierra National Forest
Sequoia National Forest
Sequoia National Park
Kings Canyon National Park
Inyo National Forest
Sequoia National Monument
Millerton Lake State Recreation AreaMillerton Lake State Recreation Area Cutler ParkCutler Park
Fresno County Laton-Kingston PFresno County Laton-Kingston P Cob ParkCob Park
V:\2866_Riggin_Widening_Mooney_Conyer\F1_Vicinity.mxd
FIGURE 1
Project Vicinity
HIPL-5044(140)
Riggin Avenue Widening - Mooney Boulevard to Conyer Street City of Visalia, California

PACIFIC
OCEAN
Tulare
County
CA
NV
AZ
OR
UT
ID
^_
Project Location
288
Visalia
ST63
ST216
ST63
CR J32
N Demaree St
W Houston Ave
W Riggin Ave
N Mooney Blvd
RD 108
W Murray Ave E Murray Ave
NE 1st Ave
W School Ave
Demaree Rd
E School Ave
Riggin Ave
RD 108
CR J32
AVE 320
Pratt Rd
St
N Court St
N Giddings St
River Way Dr
N Burke St
W Prospect Ave
N Turner St
N Bridge St
N Willis St
AVE 322
N Stevenson St
N Jacob St
N Highland St
W Oak Ave
W Goshen Ave
W Sweet Ave
N Floral St
Marlin Ave
W Robin Dr
N Rinaldi St N Leslie St
Cassella Rd
W Grove Ave
N Divisadero St
E Race Ave
W Elowin Ave
N Garden St
N
Encina
St
N Shady St
W Border Links Dr
W Hyde Ave
RD 127
N Woodland St
NE 3rd Ave
AVE 324
E Douglas Ave
NE 2nd Ave N Conyer St
W Shannon Pky
W Harold Ave
N Hall St
N Tipton St
W Glendale Ave
N Elm St
N Park St
W
Green Acres Dr
W Robin Ave
W Vine StN
Ranch
St
N Liberty St
Bermuda St
W Vine Ave
RD
122
W Taylor Ave
Ferguson Ave
W Delta Ave
W Perez Ave
E Oak Ave
W Sedona Ave
E Ferguson Ave
N Fulgham St
W Ferguson Ave
Elbow Ct
W Club Dr
W Wren Ave
W Sunnyview Ave
W Wren Dr
W Oriole Ave
W Keogh Ave
W Clinton Ave
W Tyler Ave
E Sunnyview Ave
W Lark Ave
N Clark St
E Modoc Ave
N Oak Park St
W Harold Ct
Clinton St
W Pearl St
Friden Ave
Elm St
N Burke St
W Ferguson Ave
N Clark St
St
W Vine Ave
St
W Oak Ave
AVE 322
W Vine Ave
W Perez Ave
Wutchumna Ditch
Modoc Ditch
Saint Johns River
StJohns
R
iver
Mill CreekMill Creek
Saint Johns River
UV63
UV216
J32
Riggin
Demaree
Houston
Murray
Mooney
108
Jacob
Goshen
108
Visalia Country
Club
Saint Johns RiverSaint Johns River
0 0.25 0.5 0.75 1
Miles
I
Source: ESRI World Street Maps Online; Dokken Engineering 11/12/2021; Created By: kchen Project Area
Project Location
FIGURE 2
Project Location
HIPL-5044(140)
Riggin Avenue Widening - Mooney Boulevard to Conyer Street City of Visalia, California
Document Path: V:\2866_Riggin_Widening_Mooney_Conyer\F2_Location.mxd 289
W Riggin Ave
N Mooney Blvd
W Robin Dr
W Dove Dr
N Giddings St N Quail Dr
N Canary Dr
W Oriole Ave N Conyer St
W Lark Ave
W Robin Ave
Elm St
N Elm Ct
N Dayton Ct
N Fairway St
N Wren Dr
N Divisadero St N Central Ct
N Turner St N Rinaldi St
Divisadero St
W Oriole Dr
W Robin Ave
W Oriole Ave
N Fairway St
W Lark Ave
W Lark Ave
N Divisadero St N Central Ct
FIGURE 3
Project Features
HIPL-5044(140)
Riggin Avenue Widening - Mooney Boulevard to Conyer Street City of Visalia, California
Source: ESRI Maps Online; Dokken Engineering 12/15/2021; Created By: kchenV:\2866_Riggin_Widening_Mooney_Conyer\F3_Project Features.mxd I
0 250 500 750 1,000
Feet
1 inch = 250 feet
Project Area
Proposed Lane Striping
Proposed Median, Curb, and Edge of Pavement
Proposed Frontage Road
290

291
Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 7 Chapter 3. Fundamentals of Traffic Noise
The following is a brief discussion of fundamental traffic noise concepts. For a detailed discussion, please refer to Caltrans’ Technical Noise Supplement (TeNS) (Caltrans 2013), a technical supplement to the Protocol that is available on the Caltrans Web site (http://www.dot.ca.gov/hq/env/noise/pub/TeNS_Sept_2013B.pdf).

3.1. Sound, Noise, and Acoustics
Sound can be described as the mechanical energy of a vibrating object transmitted by pressure waves through a liquid or gaseous medium (e.g., air) to a hearing organ, such as a human ear. Noise is defined as loud, unexpected, or annoying sound.

In the science of acoustics, the fundamental model consists of a sound (or noise) source, a receptor, and the propagation path between the two. The loudness of the noise source and obstructions or atmospheric factors affecting the propagation path to the receptor determine the sound level and characteristics of the noise perceived by the receptor. The field of acoustics deals primarily with the propagation and control of sound.

3.2. Frequency
Continuous sound can be described by frequency (pitch) and amplitude (loudness). A low- frequency sound is perceived as low in pitch. Frequency is expressed in terms of cycles per second, or Hertz (Hz) (e.g., a frequency of 250 cycles per second is referred to as 250 Hz). High frequencies are sometimes more conveniently expressed in kilohertz (kHz ), or thousands of Hertz. The audible frequency range for humans is generally between 20 Hz and 20,000 Hz.

3.3. Sound Pressure Levels and Decibels
The amplitude of pressure waves generated by a sound source determines the loudness of that source. Sound pressure amplitude is measured in micro -Pascals (mPa). One mPa is approximately one hundred billionth (0.00000000001) of normal at mospheric pressure.

Sound pressure amplitudes for different kinds of noise environments can range from less than 100 to 100,000,000 mPa. Because of this huge range of values, sound is rarely expressed in terms of mPa. Instead, a logarithmic scale is used to describe sound pressure level (SPL) in terms of decibels (dB). The threshold of hearing for young people is about 0 dB, which corresponds to 20 mPa.
292
Chapter 3 Fundamentals of Traffic Noise

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 8

3.4. Addition of Decibels
Because decibels are logarithmic units, SPL cannot be added or subtracted through ordinary arithmetic. Under the decibel scale, a doubling of sound energy corresponds to a 3-dB increase. In other words, when two identical sources are each producing soun d of the same loudness, the resulting sound level at a given distance would be 3 dB higher than one source under the same conditions. For example, if one automobile produces an SPL of 70 dB when it passes an observer, two cars passing simultaneously would not produce 140 dB—rather, they would combine to produce 73 dB. Under the decibel scale, three sources of equal loudness together produce a sound level 5 dB louder than one source.

3.5. A-Weighted Decibels
The decibel scale alone does not adequately characterize how humans perceive noise. The dominant frequencies of a sound have a substantial effect on the human response to that sound. Although the intensity (energy per unit area) of the sound is a purely physical quantity, the loudness or human response is determined by the characteristics of the human ear.

Human hearing is limited in the range of audible frequencies as well as in the way it perceives the SPL in that range. In general, people are most sensitive to the frequency range of 1,000–8,000 Hz, and perceive sounds within that range better than sounds of the same amplitude in higher or lower frequencies. To approximate the response of the human ear, sound levels of individual frequency bands are weighted, depending on the human sensitivity to those frequencies. Then, an “A-weighted” sound level (expressed in units of dBA) can be computed based on this information.

The A-weighting network approximates the frequency response of the average young ear when listening to most ordinary sounds. When people make judgments of the relative loudness or annoyance of a sound, their judgments correlate well with the A -scale sound levels of those sounds. Other weighting networks have been devised to address high noise levels or other special problems (e.g., B-, C-, and D-scales), but these scales are rarely used in conjunction with highway -traffic noise. Noise levels for traffic noise reports are typically reported in terms of A-weighted decibels or dBA. Table 3-1 describes typical A- weighted noise levels for various noise sources.

293
Chapter 3 Fundamentals of Traffic Noise

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 9 Table 3-1. Typical A-Weighted Noise Levels
Common Outdoor Activities Noise Level
(dBA) Common Indoor Activities
— 110 — Rock band
Jet fly-over at 1000 feet
— 100 —
Gas lawn mower at 3 feet
— 90 —
Diesel truck at 50 feet at 50 mph Food blender at 3 feet — 80 — Garbage disposal at 3 feet
Noisy urban area, daytime
Gas lawn mower, 100 feet — 70 — Vacuum cleaner at 10 feet Commercial area Normal speech at 3 feet
Heavy traffic at 300 feet — 60 —
Large business office
Quiet urban daytime — 50 — Dishwasher next room

Quiet urban nighttime — 40 — Theater, large conference room (background) Quiet suburban nighttime
— 30 — Library
Quiet rural nighttime Bedroom at night, concert hall (background) — 20 —
Broadcast/recording studio
— 10 —

Lowest threshold of human hearing — 0 — Lowest threshold of human hearing Source: Caltrans 2013.

3.6. Human Response to Changes in Noise Levels
As discussed above, doubling sound energy results in a 3-dB increase in sound. However, given a sound level change measured with precise instrumentation, the subjective human perception of a doubling of loudness will usually be different than what is measured.

Under controlled conditions in an acoustical laboratory, the trained, healthy human ear is able to discern 1 -dB changes in sound levels, when exposed to steady, single -frequency (“pure-tone”) signals in the midfrequency (1,000 Hz –8,000 Hz) range. In typic al noisy environments, changes in noise of 1 to 2 dB are generally not perceptible. However, it is widely accepted that people are able to begin to detect sound level increases of 3 dB in typical noisy environments. Further, a 5-dB increase is generally perceived as a distinctly noticeable increase, and a 10-dB increase is generally perceived as a doubling of loudness.

Therefore, a doubling of sound energy (e.g., doubling the volume of traffic on a highway) that would result in a 3 -dB increase in sound, would generally be perceived as barely detectable.
294
Chapter 3 Fundamentals of Traffic Noise

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 10

3.7. Noise Descriptors
Noise in our daily environment fluctuates over time. Some fluctuations are minor, but some are substantial. Some noise levels occur in regular patterns, but others are random.

Some noise levels fluctuate rapidly, but others slowly. Some noise levels vary widely, but others are relatively constant. Various noise descriptors have been developed to describe time-varying noise levels. The following are the noise descriptors most commonly used in traffic noise analysis.
• Equivalent Sound Level (L eq): Leq represents an average of the sound energy occurring over a specified period. In effect, L eq is the steady -state sound level containing the same acoustical energy as the time -varying sound that actually occurs during the same period. The 1-hour A-weighted equivalent sound level (Leq[h]) is the energy average of A-weighted sound levels occurring during a one-hour period, and is the basis for noise abatement criteria (NAC) used by Caltrans and FHWA. • Percentile-Exceeded Sound Level (Lxx): Lxx represents the sound level exceeded for a given percentage of a specified period (e.g., L10 is the sound level exceeded 10% of the time, and L90 is the sound level exceeded 90% of the time). • Maximum Sound Level (L max): Lmax is the highest instantaneous so und level measured during a specified period.
• Day-Night Level (L dn): Ldn is the energy average of A -weighted sound levels occurring over a 24 -hour period, with a 10 -dB penalty applied to A -weighted sound levels occurring during nighttime hours between 10 p.m. and 7 a.m. • Community Noise Equivalent Level (CNEL ): Similar to L dn, CNEL is the energy average of the A -weighted sound levels occurring over a 24 -hour period, with a 10 - dB penalty applied to A -weighted sound levels occurring during the nighttime hours between 10 p.m. and 7 a.m., and a 5-dB penalty applied to the A-weighted sound levels occurring during evening hours between 7 p.m. and 10 p.m.

3.8. Sound Propagation
When sound propagates over a distance, it changes in level and frequency content. The manner in which noise reduces with distance depends on the following factors. 295
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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 11

3.8.1. Geometric Spreading
Sound from a localized source (i.e., a point source) propagates uniformly outward in a spherical pattern. The sound level attenuates (or decreases) at a rate of 6 decibels for each doubling of distance from a point source. Highways consist of several localized noise sources on a defined path, and hence can be treated as a line source, which approximates the effect of several point sources. Noise from a line source propagates o utward in a cylindrical pattern, often referred to as cylindrical spreading. Sound levels attenuate at a rate of 3 decibels for each doubling of distance from a line source.

3.8.2. Ground Absorption
The propagation path of noise from a highway to a receptor is usually very close to the ground. Noise attenuation from ground absorption and reflective -wave canceling adds to the attenuation associated with geometric spreading. Traditionally, the excess attenuation has also been expressed in terms of attenuation pe r doubling of distance. This approximation is usually sufficiently accurate for distances of less than 200 feet. For acoustically hard sites (i.e., sites with a reflective surface between the source and the receptor, such as a parking lot or body of water,), no excess ground attenuation is assumed.

For acoustically absorptive or soft sites (i.e., those sites with an absorptive ground surface between the source and the receptor, such as soft dirt, grass, or scattered bushes and trees), an excess ground -attenuation value of 1.5 decibels per doubling of distance is normally assumed. When added to the cylindrical spreading, the excess ground attenuation results in an overall drop-off rate of 4.5 decibels per doubling of distance.

3.8.3. Atmospheric Effects
Receptors located downwind from a source can be exposed to increased noise levels relative to calm conditions, whereas locations upwind can have lowered noise levels.

Sound levels can be increased at large distances (e.g., more than 500 feet) from the highway due to atmospheric temperature inversion (i.e., increasing temperature with elevation).

Other factors such as air temperature, humidity, and turbulence can also have significant effects.

3.8.4. Shielding by Natural or Human-Made Features
A large object or barrier in the path between a noise source and a receptor can substantially attenuate noise levels at the receptor. The amount of attenuation provided by shielding depends on the size of the object and the frequency content of the noise source. Natural terrain features (e.g., hills and dense woods) and human-made features (e.g., buildings and walls) can substantially reduce noise levels. Walls are often constructed between a source and a receptor specifically to reduce noise. A barrier that breaks the line of sight between 296
Chapter 3 Fundamentals of Traffic Noise

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 12 a source and a receptor will typically result in at least 5 dB of noise reduction. Taller barriers provide increased noise reduction. Vegetation between the highway and receptor is rarely effective in reducing noise because it does not create a solid barrier.

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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 13 Chapter 4. Federal Regulations and State
Policies
This report focuses on the requirements of 23 CFR 772, as discussed below.

4.1. Federal Regulations

4.1.1. 23 CFR 772
23 CFR 772 provides procedures for preparing operational and construction noise studies and evaluating noise abatement considered for federal and Federal -aid highway projects.

Under 23 CFR 772.7, projects are categorized as Type I, Type II, or Type III projects. • FHWA defines a Type I project as a proposed federal or federal-aid highway project for the construction of a highway on a new location or the physical alteration of an existing highway which significantly changes either the horizontal or vertical alignment of the highway. The following projects are also considered to be Type I projects:
• The addition of a through -traffic lane(s). This includes the addition of a through - traffic lane that functions as a high-occupancy vehicle (HOV) lane, high-occupancy toll (HOT) lane, bus lane, or truck climbing lane,
• The addition of an auxiliary lane, except for when the auxiliary lane is a turn lane, • The addition or relocation of interchange lanes or ramps added to a quadrant to complete an existing partial interchange,
• Restriping existing pavement for the purpose of adding a through traffic lane or an auxiliary lane,
• The addition of a new or substantial alteration of a weigh station, rest stop, ride - share lot, or toll plaza.

If a project is determined to be a Type I project under this definition, the entire project area as defined in the environmental document is a Type I project.

A Type II project is a noise barrier retrofit project that involves no changes to highway capacity or alignment. A Type III project is a project that does not meet the classifications of a Type I or Type II project. Type III projects do not require a noise analysis. 298
Chapter 4 Federal Regulations and State Policies
Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 14 Under 23 CFR 772.11, noise abatement must be considered for Type I projects if the project is predicted to result in a traffic noise impact. In such cases, 23 CFR 772 requires that the project sponsor “consider” noise abatement before adoption of the final NEPA document.

This process involves identification of noise abatement measures that are reasonable, feasible, and likely to be incorporated into the project, and of noise impacts for which no apparent solution is available.

Traffic noise impacts, as defined in 23 CFR 772.5, occur when the predicted noise level in the design year approaches or exceeds the NAC specified in 23 CFR 772, or a predicted noise level substantially exceeds the existing noise level (a “substantial” noise increase). 23 CFR 772 does not specifically define the terms “substantial increase” or “approach”; these criteria are defined in the Protocol, as described below.

Table 4-1 summarizes NAC corresponding to various land use activity categories. Activity categories and related traffic noise impacts are determined based on the actual or permitted land use in a given area.

4.1.2. Traffic Noise Analysis Protocol for New Highway Construc tion and Reconstruction Projects
The Protocol specifies the policies, procedures, and practices to be used by agencies that sponsor new construction or reconstruction of federal or Federal-aid highway projects. The Protocol defines a noise increase as substantial when the predicted noise levels with project implementation exceed existing noise levels by 12 dBA or more. The Protocol also states that a sound level is considered to approach an NAC level when the sound level is within 1 dB of the NAC identifi ed in 23 CFR 772 (e.g., 66 dBA is considered to approach the NAC of 67 dBA, but 65 dBA is not).

The Technical Noise Supplement to the Protocol provides detailed technical guidance for the evaluation of highway traffic noise. This includes field measuremen t methods, noise modeling methods, and report preparation guidance.

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Chapter 4 Federal Regulations and State Policies
Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 15 Table 4-1. Activity Categories and Noise Abatement Criteria (23 CFR 772) Activity
Category
Activity
Leq[h]1 Evaluation Location Description of Activities
A 57 Exterior Lands on which serenity and quiet are of extraordinary significance and serve an important public need and where the preservation of those qualities is essential if the area is to continue to serve its intended purpose.

B2 67 Exterior Residential.

C2 67 Exterior Active sport areas, amphitheaters, auditoriums, campgrounds, cemeteries, day care centers, hospitals, libraries, medical facilities, parks, picnic areas, places of worship, playgrounds, public meeting rooms, public or nonprofit institutional structures, radio studios, recording studios, recreation areas, Section 4(f) sites, schools, television studios, trails, and trail crossings.

D 52 Interior Auditoriums, day care centers, hospitals, libraries, medical facilities, places of worship, public meeting rooms, public or nonprofit institutional structures, radio studios, recording studios, schools, and television studios.

E 72 Exterior Hotels, motels, offices, restaurants/bars, and other developed lands, properties, or activities not included in A–D or F.

F Agriculture, airports, bus yards, emergency services, industrial, logging, maintenance facilities, manufacturing, mining, rail yards, retail facilities, shipyards, utilities (water resources, water treatment, electrical), and warehousing.

G Undeveloped lands that are not permitted.
1 The Leq(h) activity criteria values are for impact determination only and are not design standards for noise abatement measures. All values are A-weighted decibels (dBA). 2 Includes undeveloped lands permitted for this activity category.

4.2. State Regulations and Policies

4.2.1. California Environmental Quality Act (CEQA)
Noise analysis under the California Environmental Quality Act (CEQA) may be required regardless of whether or not the project is a Type I project. The CEQA noise analysis is completely independent of th e 23 CFR 772 analysis done for NEPA. Under CEQA, the baseline noise level is compared to the build noise level. The assessment entails looking at the setting of the noise impact and then how large or perceptible any noise increase would be in the given area. Key considerations include: the uniqueness of the setting, the sensitive nature of the noise receptors, the magnitude of the noise increase, the number of residences affected, and the absolute noise level.
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Chapter 4 Federal Regulations and State Policies
Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 16 The significance of noise impacts under CEQA are addressed in the environmental document rather than the NSR. Even though the NSR (or noise technical memorandum) does not specifically evaluate the significance of noise impacts under CEQA, it must contain the technical information that is needed to make that determination in the environmental document.

4.2.2. Section 216 of the California Streets and Highways Code Section 216 of the California Streets and Highways Code relates to the noise effects of a proposed freeway project on public and private elementary and secondary schools. Under this code, a noise impact occurs if, as a result of a proposed freeway project, noise levels exceed 52 dBA -Leq(h) in the interior of public or private elementary or secondary classrooms, libraries, multipurpose room s, or spaces. This requirement does not replace the “approach or exceed” NAC criterion for FHWA Activity Category E for classroom interiors, but it is a requirement that must be addressed in addition to the requirements of 23 CFR 772.

If a project results in a noise impact under this code, noise abatement must be provided to reduce classroom noise to a level that is at or below 52 dBA -Leq(h). If the noise levels generated from freeway and roadway sources exceed 52 dBA -Leq(h) prior to the construction of the proposed freeway project, then noise abatement must be provided to reduce the noise to the level that existed prior to construction of the project.

If a project results in a noise impact under this code, noise abatement must be provided to reduce classroom noise to a level that is at or below 52 dBA Leq(h). If the classroom noise level generated from freeway and non-freeway sources exceed 52 dBA Leq(h) prior to the construction of the proposed freeway project, then noise abatement must be provided to reduce the noise to the level that existed prior to construction of the project.

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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 17 Chapter 5. Study Methods and Procedures

5.1. Methods for Identifying Land Uses and Selecting Noise Measurement and Modeling Receiver Locations
A review of aerial photography and the City of Visalia General Plan Land Use Map were studied to identify land uses that could be subject to traffic and construction noise impacts from the proposed Project. Existing land uses in the Project area were categorized by land use type and Activity Category as defined in Table 4-1, and the extent of frequent human use. Land uses in the Project vicinity consist of residential, agricultural parcels. Receptors were included in this assessment if they were located in the first row of receivers in sensitive land uses adjacent to the proposed Riggin Avenue widening that would benefit from a lowered noise level . A total of 43 (forty-three) receptor locations were modelled within this evaluation area. These modeled recepto r locations are shown in Figure 4. As stated in the Protocol, noise abatement is only considered where frequent human use occurs and where a lowered noise level would be of benefit. Accordingly, this impact analysis focuses on locations with defined outdoor activity areas, such as residential backyards and common use areas at multi-family residences.

The geometry of the project relative to nearby existing and planned land uses was also identified. The topography of the project area varies in elevation throughout the proposed project right of way.

Short-term measurement locations were selected to serve as representative modeling locations and for noise model calibration purposes.

5.2. Field Measurement Procedures
A field noise study was conducted in accordance with recommended procedures in TeNs.

The following is a summary of the measurement equipment and procedures used to collect existing sound level data.

5.2.1. Short-Term Measurements
Short-term measurements were cond ucted on November 30th, 2021 using a Larson Davis Model 824 Type 1 sound level meter. Measurements were taken over a 15-minute period at each site. Short-term monitoring was conducted at Activity Category B and F land uses.

The short-term measurement locations are identified in Figure 4. Noise measurement field monitoring forms are located in Appendix D.
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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 18 During the short -term measurements, field staff attended each meter. Minute -to-minute Leq values collected during the measurement period (typically 15 minutes in duration) were logged manually, and dominant noise sources observed during each individual 1 -minute period were also identified and logged. Using this approach, those minutes when traffic noise was observed to be a dominant contributor to noise levels at a given measurement location could be distinguished from one-minute noise levels where other non-traffic noise sources (such as aircraft and lawn equipment) contributed significantly to existing noise levels.

Temperature, wind speed, and humidity were recorded based on weather.com results at the time of the short-term monitoring session. During the short-term measurements at NM-1 through NM-3, wind speeds typically averaged 2 to 3 miles per hour (mph). Temperatures 70°F, with relative humidity ranging from 38% to 41%.

Vehicles were classified as automobiles, medium -duty trucks, or heavy -duty tru cks.

Automobiles are vehicles with two axles and four tires that are designed primarily to carry passengers. Small vans and light trucks are included in this category. Medium-duty trucks included all cargo vehicles with two axles and six tires. Heavy -duty trucks include all vehicles with three or more axles. The posted speed limit on the adjacent local roadways was approximately 45 miles per hour (mph). Traffic was observed to be travelling at approximately 45 mph on Riggin Avenue during the short-term measurements.

5.3. Traffic Noise Level Prediction Methods
Traffic noise levels were predicted using the FHWA Traffic Noise Model Version 2.5 (TNM 2.5). Key inputs to the traffic noise model were the locations of roadways, shielding features, ground type, and receivers. Three -dimensional representations of these inputs were developed using CAD drawings, aerials, and topographic contours provided by the project engineers.

Traffic noise was evaluated under existing conditions, design year No Build conditions, and design year conditions with the project alternative. Traffic volumes, vehicle classification percentages, and traffic speeds under existing and design year ( 2030) conditions were provided by the Visalia General Plan Update – Final Environmental Impact Report (City of Visalia 2014) for input into the traffic noise model. Since the Final Environmental Impact Report only includes traffic volume projections up to 2030 , a projected annual growth rate of 2.6% was applied to estimate peak hour traffic in the existing baseline year 2021 and design year 2040.
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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 19 Appendix B contains a summary of the traffic volumes and assumptions used for modeling existing and design year conditions with and without the project alternatives.

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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 30

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NM2
NM3
NM1
R9R8R7R6R5R4R3R2R1
R43
R42
R41
R40
R39R38R37R36R35R34
R33
R32R31R30R29R28R27R26R25R24R23R22R21R20R19R18R17R16R15R14R13R12 R11R10
W Riggin Ave
N Mooney Blvd
W Robin Dr
W Dove Dr
N Giddings St N Quail Dr
N Canary Dr
W Oriole Ave N Conyer St
W Lark Ave
W Robin Ave
Elm St
N Elm Ct
N Dayton Ct
N Fairway St
N Wren Dr
N Divisadero St N Central Ct
Divisadero St
W Oriole Dr
W Robin Ave
W Oriole Ave
N Fairway St
W Lark Ave
W Lark Ave
N Divisadero St N Central Ct
FIGURE 4
Noise Measurements and Receiver Locations
HIPL-5044(140)
Riggin Avenue Widening - Mooney Boulevard to Conyer Street City of Visalia, California
Source: ESRI Maps Online; Dokken Engineering 12/15/2021; Created By: kchenV:\2866_Riggin_Widening_Mooney_Conyer\Noise\F4_Noise_.mxd I
0 200 400 600 800 1,000
Feet
1 inch = 250 feet
Project Area
Proposed Lane Striping
Proposed Median, Curb, and Edge of Pavement
Proposed Frontage Road
Future Residences
!> Noise Receiver Locations
!> Noise Measurement Locations
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Chapter 5 Study Methods and Procedures

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 33 To validate the accuracy of field noise measurements results, TNM 2.5 was used to compare measured noise levels to modeled noise levels at field measurement locations.

For each location, traffic volumes counted during a 15-minute period during the short-term measurements were normalized to one-hour volumes. These normalized volumes were assigned to the corresponding proposed project area roadways to simulate the noise source strength during the actual measurement period. Modeled and measured noise levels were then compared to determine if a K -factor would need to be applied to any monitoring location.

5.4. Methods for Identifying Traffic Noise Impacts and Consideration of Abatement
Traffic noise impacts are considered to occur at receptor locations where predicted design year noise levels are 12 dB or more greater than existing noise levels, or where predicted design year noise levels approach or exceed the NAC for the applicable activity category.

Where traffic noise impacts are identifie d, noise abatement must be considered for reasonableness and feasibility as required by 23 CFR 772 and the Protocol.

According to the Protocol, abatement measures are considered acoustically feasible if a minimum noise reduction of 5 dB at impacted recept or locations is predicted with implementation of the abatement measures. In addition, barriers should be designed to intercept the line-of-sight from the exhaust stack of a truck to the first tier of receptors, as required by the Highway Design Manual, Chapter 1100. Other factors that affect feasibility include topography, access requirements for driveways and ramps, presence of local cross streets, utility conflicts, other noise sources in the area, and safety considerations.

The overall reasonableness of noise abatement is determined by the following three factors:
• The noise reduction design goal.
• The cost of noise abatement.
• The viewpoints of benefited receptors (including property owners and residents of the benefited receptors).

The Caltrans’ acoustical design goal is that a barrier must be predicted to provide at least 7 dB of noise reduction at one benefited receptor. This design goal applies to any receptor and is not limited to impacted receptors.
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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 34 The Protocol defines the procedure for assessing reasonableness of noise barriers from a cost perspective. Based on 2019 construction costs an allowance of $107,000 is provided for each benefited receptor (i.e., receptors that receive at least 5 dB of noise reduction from a noise barrier). The total al lowance for each barrier is calculated by multiplying the number of benefited receptors by $107,000. If the estimated construction cost of a barrier is less than the total calculated allowance for the barrier, the barrier is considered reasonable from a cost perspective. The viewpoints of benefits receptors are determined by a survey that is typically conducted after completion of the noise study report. The process for conducting the survey is described in detail in the Protocol.

The noise study report id entifies traffic noise impacts and evaluates noise abatement for acoustical feasibility. It also reports information that will be used in the reasonableness analysis including if the 7 dB design goal reduction in noise can be achieved and the abatement allowances. The noise study report does not make any conclusions regarding reasonableness. The feasibility and reasonableness of noise abatement is reported in the Noise Abatement Decision Report.

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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 35 Chapter 6. Existing Noise Environment

6.1. Existing Land Uses
A review of aerial photography and the City of Visalia General Plan Land Use Map were studied to identify land uses that could be subject to traffic noise impacts from the proposed Project. The following land uses were identified in the Project area:
• Single-family residences: Activity Category B
• Retail Services: Activity Category E
• Agricultural: Activity Category F
As required by the Protocol, noise abatement is only considered for areas of frequent human use that would benefit from a lowered noise level. Accordingly, this impact analysis focuses on locations with defined outdoor activity areas, such as residential backyards and common use areas at multi-family residences. Within the study area, these outdoor activity areas primarily occur on land uses with the Activity Category B.

6.2. Noise Measurement Results
The existing noise environment at the existing residential r eceptors located within the project study area were quantified through short-term noise level measurements conducted at three (3) locations on November 30th, 2021.

6.2.1. Short-Term Monitoring
Table 6 -1 summarizes the results of the short -term noise monitoring conducted in the project area. Short-term noise measurements NM-1 through NM-3 were used to calibrate the noise model.

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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 36 Table 6-1. Summary of Short-Term Measurements
Position Location Land Uses Start
Time
Duration
(minutes)
Measured
Leq
Direction
Autos Medium
Trucks
Heavy
Trucks Bus Moto
Observed
Speed
(mph)
NM-1 N Elm Ct at the circle Residential 1:43
p.m. 15 57.5
West
bound 100 3 3 1 0
45 mph East
bound 116 1 2 1 0
NM-2 1038 W Lark Ave
Along N Turner St Residential 2:18
p.m. 15 58.7
West
bound 111 1 1 2 0
45 mph East
bound 95 3 0 1 1
NM-3
Near Starbucks at N
Mooney Blvd and W
Riggin Ave
Commercial 2:50
p.m. 15 62.1
West
bound 125 4 0 1 0
45 mph East
bound 107 4 1 1 2
Note: Refer to Figure 4 for measurement locations and boundaries of each area.

TNM 2.5 was used to compare measured traffic noise levels to modeled noise levels at field measurement locations. Table 6 -2 compares measured and modeled noise levels at each measurement location (see Figure 4). The predicted sound levels are within 3 dB of the measured sound levels and are, therefore, considered to be in reasonable agreement with the measured sound levels. Therefore, no further adjustment of the model was necessary.

Table 6-2. Comparison of Measured to Predicted
Sound Levels in the TNM Model
Measurement
Position
Measured Sound
Level (dBA)
Predicted Sound
Level (dBA)
Measured minus
Predicted (dB)
NM-1 57.5 56.8 0.7
NM-2 58.7 56.8 1.9
NM-3 62.1 63.3 -1.2

Table B-1 in Appendix B presents existing noise levels at each receptor. 311

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 37 Chapter 7. Future Noise Environment,
Impacts and Considered Abatement
The noise study was conducted to determine the future traffic noise impacts at sensitive receivers near the proposed Riggin Avenue widening. Potential long-term noise impacts associated with project operations ar ise solely from traffic noise. Traffic noise was evaluated f or future scenarios design year 2040 No Build , and future design year 2040 build as worst-case conditions for forty-one (43) receiver locations. These land uses fall into the NAC Activity Category B, E and F. The FHWA and Caltrans NAC for these land uses are as follows:
• Activity Category B, 67 dBA Leq(h)
• Activity Category E, 72 dBA Leq(h)
• Activity Category F, none
The predicted future worst-case traffic noise levels for the Build Alternative w ere extrapolated from traffic data provided by the Visalia General Plan – Final Environmental Impact Report (FEIR) (City of Visalia 2014). Since the Final Environmental Impact Report only includes traffic volume projections up to 2030, a projected annual growth rate of 2.6% was applied to estimate peak hour traffic in the existing baseline year 2021 and design year 2040.

TNM 2.5 is sensitive to the volume of trucks on the roadway because trucks contribute disproportionately to the traffic noise. Truck percentages on modeled roadways were also obtained from the Visalia General Plan FEIR. A summary of traffic data used for the existing and design year conditions with and without the proposed Project are presented in Appendix A.

Table B-1 in Appendix B summarizes the traffic noise modeling results for the design year (2040) conditions with the No Build and Build Alternatives . The modeled future noise levels for the Build Alternative were compared to the respective NAC land use Activity Category to determine whether a tra ffic noise impact would occur. Traffic noise impacts occur when either of the following occurs: (1) if the traffic noise level at a sensitive receptor location is predicted to “approach or exceed” the NAC, or (2) if the predicted traffic noise level is 12 dBA or more over the corresponding modeled existing noise level at the sensitive receptor locations analyzed. When traffic noise impacts occur, noise abatement measures must be considered.
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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 38 As stated in the TeNS, modeling results are rounded up to the nearest decibel before comparisons are made. In some cases, this can result in relative changes that may not appear intuitive. An example would be a comparison between sound levels of 64.4 and

64.5 dBA L eq. The difference between these two values is 0.1 dB. However, after rounding, the difference is reported as 1 dB.

7.1. Future Noise Impacts
Under the No Build Alternative, Riggin Avenue would not be widened. Without the widening, Riggin Avenue would not match the planned width as stated in the City of Visalia’s circulation element within the City’s General Plan. The traffic noise mod eling results for the design year 2040 No Build Alternative range from 43 to 67 dBA Leq(h), as shown in Table B -1 of Appendix B. One receiver, R9, would approach or exceed its respective NAC Activity Category standard under No Build conditions in the desig n year 2040.

The design year traffic noise modeling results for the Build Alternative range from 44 to 68 dBA Leq(h), as shown in Table B-1 of Appendix B. Noise levels from Existing to Build conditions are expected to increase by up to 6 dBA. Noise level s under 2040 Build conditions did not approach (within 1 dBA) or exceed their respective NAC Activity Category standard at any evaluated receivers. One receiver, R40, would experience noise levels exceeding its respective NAC (Activity Category B) in the d esign year; however, this receiver represents multiple undeveloped residences, and the final location of their future outdoor use areas, as well as soundwall heights, are unknown. Based on information provided by the City, a minimum 6-foot soundwall was assumed in the traffic noise model to be built at future residences. This receiver was analyzed to provide information that will allow the local community to avoid noise -incompatible future land development.

Therefore, no further noise abatement evaluation was required.

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Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 39 Table 7-1. Comparison of Modeled Existing and Future Noise Levels Receiver ID Location Type of
Land Use
Number of
Dwelling
Units
Noise
Abatement
Category
Modeled
Existing
Peak Noise
Level, dBA
Leq(h)
Modeled
2040 No
Build Peak
Noise
Level, dBA
Leq(h)
Modeled
2040 Build
Peak Noise
Level, dBA
Leq(h)
R1 2937 N Elm Ct SFR 1 B(67) 39 43 44
R2 2936 N Elm Ct SFR 1 B(67) 56 60 61
R3 2935 N Central Ct SFR 1 B(67) 56 59 60
R4 2934 N Central Ct SFR 1 B(67) 58 61 62
R5 1836 W Lark Ave SFR 1 B(67) 59 62 63
R6 1828 W Lark Ave SFR 1 B(67) 61 64 64
R7 1820 W Lark Ave SFR 1 B(67) 62 65 65
R8 1810 W Lark Ave SFR 1 B(67) 62 65 65
R9 1800 W Lark Ave SFR 1 B(67) 62 66 65
R10 2936 N Dayton St SFR 1 B(67) 58 62 62
R11 2937 N Divisadero St SFR 1 B(67) 57 61 61
R12 1639 W Riggin Ave SFR 1 B(67) 47 51 51
R13 1627 W Riggin Ave SFR 1 B(67) 46 50 50
R14 1613 W Riggin Ave SFR 1 B(67) 47 50 51
R15 1549 W Riggin Ave SFR 1 B(67) 47 50 51
R16 1537 W Riggin Ave SFR 1 B(67) 47 50 51
R17 1525 W Riggin Ave SFR 1 B(67) 47 50 51
R18 1513 W Riggin Ave SFR 1 B(67) 49 53 54
R19 1441 W Riggin Ave SFR 1 B(67) 47 51 51
R20 1429 W Riggin Ave SFR 1 B(67) 47 50 51
R21 1415 W Riggin Ave SFR 1 B(67) 46 50 51
R22 1401 W Riggin Ave SFR 1 B(67) 47 50 51
R23 1339 W Riggin Ave SFR 1 B(67) 46 50 50
R24 1327 W Riggin Ave SFR 1 B(67) 47 50 51
R25 2935 N Giddings St SFR 1 B(67) 54 57 58
R26 2936 N Giddings St SFR 1 B(67) 58 61 62
R27 1223 W Riggin Ave SFR 1 B(67) 47 51 52
R28 1211 W Riggin Ave SFR 1 B(67) 47 51 52
R29 1147 W Riggin Ave SFR 1 B(67) 48 51 52
R30 1137 W Riggin Ave SFR 1 B(67) 47 51 52
R31 1125 W Riggin Ave SFR 1 B(67) 47 51 52
R32 1109 W Riggin Ave SFR 1 B(67) 48 51 52
R33 1037 W Riggin Ave SFR 1 B(67) 47 51 52
R34 1025 W Riggin Ave SFR 1 B(67) 47 50 52
R35 1013 W Riggin Ave SFR 1 B(67) 47 50 52
R36 1001 W Riggin Ave SFR 1 B(67) 47 50 52
R37 937 W Riggin Ave SFR 1 B(67) 46 50 52
314
Chapter 7 Future Noise Abatement, Impacts, and Considered Abatement

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 40 Table 7-1. Comparison of Modeled Existing and Future Noise Levels Receiver ID Location Type of
Land Use
Number of
Dwelling
Units
Noise
Abatement
Category
Modeled
Existing
Peak Noise
Level, dBA
Leq(h)
Modeled
2040 No
Build Peak
Noise
Level, dBA
Leq(h)
Modeled
2040 Build
Peak Noise
Level, dBA
Leq(h)
R38 925 W Riggin Ave SFR 1 B(67) 46 50 52
R39 2936 N Conyer St SFR 1 B(67) 46 50 51
R40 Future Residence north of Riggin
Ave SFR - B(67) 67 64 67
R41 Agricultural field north of Riggin
Ave OS 0 F 61 65 66
R42 Future Residence north of Riggin
Ave SFR - B(67) 65 62 65
R43 3010 N Mooney Blvd RS 1 E(72) 63 67 68

315

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 41 Chapter 8. Construction Noise
During construction of the P roject, noise from construction activities may intermittently dominate the noise environment in the immediate area of construction. Table 8 -1 summarizes noise levels produced by construction equipment that is commonly used on roadway construction projects. Construction equipment is expected to generate noise levels ranging from 70 to 90 dB at a distance of 50 feet, and noise produced by construction equipment would be reduced over distance at a rate of about 6 dB per doubling of distance.

To minimize the construction- generated noise , abatement measures as specified in the special provisions under Caltrans Standard Specifications Section 14-8.02 must be followed:
• Do not exceed 86 dBA at 50 feet from the job site activities from 9 p.m. to 6 a.m. • Equip an internal combustion engine with the manufacturer recommended muffler. • Do not operate an internal combustion engine on the job site without the appropriate muffler.

Table 8-1. Construction Equipment Noise
Equipment Maximum Noise Level
(dBA at 50 feet)
Scrapers 89
Bulldozers 85
Heavy Trucks 88
Backhoe 80
Pneumatic Tools 85
Concrete Pump 82
Source: Federal Transit Administration 2006.

No adverse noise impacts from construction are anticipated because construction would be conducted in accordance with Standard Specification 14-8.02 and applicable local noise standards. Construction noise would be short -term, intermittent, and overshadowed by local traffic noise. Compliance with City of Visalia local noise ordinances for construction is recommended to minimize construction noise.

316

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 42 Chapter 9. References
Caltrans. 2013. Technical Noise Supplement. September. Sacramento, CA: Environmental Program, Noise, Air Quality, and Hazardous Waste Management Office. Sacramento, CA. Available:
(http://www.dot.ca.gov/hq/env/noise/pub/TeNS_Sept_2013B.pdf).

Caltrans. 2020. Traffic Noise Analysis Protocol for New Highway Construction, Reconstruction, and Retrofit Barrier Projects. April. 2020. Sacramento, CA. Available: (https://dot.ca.gov/-/media/dot- media/programs/environmental-analysis/documents/env/traffic-noise-protocol-april-2020-a11y.pdf).

Caltrans. 2013. Transportation and Construction Vibration Guidance Manual. September. Sacramento, CA:

Environmental Program, Noise, Air Quality, and Hazardous Waste Management Office. Sacramento, CA. Available: (http://www.dot.ca.gov/hq/env/noise/pub/TCVGM_Sep13_FINAL.pdf) City of Visalia. 2014. General Plan Update – Final Environmental Impact Report. Available at:
https://www.visalia.city/depts/community_development/planning/gp.asp Federal Highway Administration. 2011. Highway Traffic Noise: Analysis and Abatement Guidance.

December. Washington D.C. FHWA-HEP-10-025. Available:
(http://www.fhwa.dot.gov/environment/noise/regulations_and_guidance/analysis_and_abatement_guidance/revgu idance.pdf)
Federal Highway Administration. 1998a. FHWA Traffic Noise Model, Version 1.0 User’s Guide. January. FHWA-PD-96-009. Washington D.C.

Federal Highway Administration. 1998b. FHWA Traffic Noise Model, Version 1.0. February. FHWA-PD- 96-010. Washington D.C.

Federal Highway Administration. 2006. Roadway Construction Noise Model. February, 15, 2006. Available:
(http://www.fhwa.dot.gov/environment/noise/construction_noise/rcnm/).

317

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 43 Appendix A Traffic Data
Table A-1. Existing Calibration Traffic Volumes Used in TNM (NM-1)

Segment Number
of Lanes
Total
Traffic
Auto
#
MT
# HT # Bus # Moto #
Speed
(A/MT/HT/Bus/Mo
to)
Riggin Avenue – North
Dayton Street to North
Mooney Boulevard
Westbound 1 428 400 12 12 4 0 45/45/45/45/0
Riggin Avenue – North
Mooney Boulevard to North
Dayton Street
Eastbound 1 480 464 4 8 4 0 45/45/45/45/0
Source: Dokken Engineering, November 2021
A = Auto, MT = medium truck, HT = heavy truck, Moto = motorcycle

Table A-2. Existing Calibration Traffic Volumes Used in TNM (NM-2)

Segment Number
of Lanes
Total
Traffic
Auto
#
MT
# HT # Bus # Moto #
Speed
(A/MT/HT/Bus/Mo
to)
Riggin Avenue –North
Conyer Street to North
Giddings Street
Westbound 1 460 444 4 4 8 0 45/45/45/45/0
Riggin Avenue – North
Giddings Street to North
Conyer Street
Eastbound 1 400 380 12 0 4 4 45/45/0/45/45
Source: Dokken Engineering, November 2021
A = Auto, MT = medium truck, HT = heavy truck, Moto = motorcycle

Table A-3. Existing Calibration Traffic Volumes Used in TNM (NM-3)

Segment Number
of Lanes
Total
Traffic
Auto
#
MT
# HT # Bus # Moto #
Speed
(A/MT/HT/Bus/Mo
to)
Riggin Avenue – North
Dayton Street to North
Mooney Boulevard
Westbound 1 520 500 16 0 4 0 45/45/0/45/0
Riggin Avenue – North
Mooney Boulevard to North
Dayton Street
Eastbound 1 460 428 16 4 4 8 45/45/45/45/45
Source: Dokken Engineering, November 2021
A = Auto, MT = medium truck, HT = heavy truck, Moto = motorcycle

318

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 44 Table A-4. Existing 2021 Peak Hour Traffic Volumes Used in TNM

Segment Number of Lanes Total Peak
Hour Traffic Auto % MT % HT % Speed
(A/MT/HT)
Riggin Avenue – North
Conyer Street to North
Mooney Boulevard
Westbound 1 712 95 3 2 45/45/45
Riggin Avenue – North
Mooney Boulevard to
North Conyer Street
Eastbound 1 712 95 3 2 45/45/45
Source: Visalia General Plan Update – Final Environmental Impact Report, October 2014 A = Auto, MT = medium truck, HT = heavy truck

Table A-5. Design Year 2040 No Build Peak Hour Traffic Volumes Used in TNM Segment Number of Lanes Total Peak
Hour Traffic Auto % MT % HT % Speed
(A/MT/HT)
Riggin Avenue – North
Conyer Street to North
Mooney Boulevard
Westbound 1 1,571 95 3 2 45/45/45
Riggin Avenue – North
Mooney Boulevard to
North Conyer Street
Eastbound 1 1,571 95 3 2 45/45/45
Source: Visalia General Plan Update – Final Environmental Impact Report, October 2014 A = Auto, MT = medium truck, HT = heavy truck

Table A-6. Design Year 2040 Build Peak Hour Traffic Volumes Used in TNM Segment Number of Lanes Total Peak
Hour Traffic Auto % MT % HT % Speed
(A/MT/HT)
Riggin Avenue – North
Conyer Street to North
Mooney Boulevard
Westbound 2 2,044 95 3 2 45/45/45
Riggin Avenue – North
Mooney Boulevard to
North Conyer Street
Eastbound 2 2,044 95 3 2 45/45/45
Source: Visalia General Plan Update – Final Environmental Impact Report, October 2014 A = Auto, MT = medium truck, HT = heavy truck

319

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 45 Appendix B Predicted Future Noise Levels

320

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 46

321

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 47 Table B-1. Predicted Future Noise Levels and Noise Barrier Analysis Receptor I.D.

Land Use
Noise Abatement category
(NAC)
Number of Dwelling Units
Address
Modeled Existing Year 2021
Noise Level Leq, dBA
Modeled Future No Build Year
2040 Noise Level Leq, dBA
Modeled Future Build Year
2040 Noise Level Leq, dBA
Existing to Future No Build
Year Project Noise Increase
Existing to Future Build Year
Project Noise Increase
No Build to Build Year Project
Noise Increase
R1 SFR B(67) 1 2937 N Elm Ct 39 43 44 4 5 1
R2 SFR B(67) 1 2936 N Elm Ct 56 60 61 4 5 1
R3 SFR B(67) 1 2935 N Central Ct 56 59 60 3 4 1
R4 SFR B(67) 1 2934 N Central Ct 58 61 62 3 4 1
R5 SFR B(67) 1 1836 W Lark Ave 59 62 63 3 4 1
R6 SFR B(67) 1 1828 W Lark Ave 61 64 64 3 3 0
R7 SFR B(67) 1 1820 W Lark Ave 62 65 65 3 3 0
R8 SFR B(67) 1 1810 W Lark Ave 62 65 65 3 3 0
R9 SFR B(67) 1 1800 W Lark Ave 62 66 65 4 3 -1
R10 SFR B(67) 1 2936 N Dayton St 58 62 62 4 4 0
R11 SFR B(67) 1 2937 N Divisadero St 57 61 61 4 4 0
R12 SFR B(67) 1 1639 W Riggin Ave 47 51 51 4 4 0
R13 SFR B(67) 1 1627 W Riggin Ave 46 50 50 4 4 0
R14 SFR B(67) 1 1613 W Riggin Ave 47 50 51 3 4 1
R15 SFR B(67) 1 1549 W Riggin Ave 47 50 51 3 4 1
R16 SFR B(67) 1 1537 W Riggin Ave 47 50 51 3 4 1
R17 SFR B(67) 1 1525 W Riggin Ave 47 50 51 3 4 1
R18 SFR B(67) 1 1513 W Riggin Ave 49 53 54 4 5 1
R19 SFR B(67) 1 1441 W Riggin Ave 47 51 51 4 4 0
R20 SFR B(67) 1 1429 W Riggin Ave 47 50 51 3 4 1
R21 SFR B(67) 1 1415 W Riggin Ave 46 50 51 4 5 1
R22 SFR B(67) 1 1401 W Riggin Ave 47 50 51 3 4 1
R23 SFR B(67) 1 1339 W Riggin Ave 46 50 50 4 4 0
R24 SFR B(67) 1 1327 W Riggin Ave 47 50 51 3 4 1
R25 SFR B(67) 1 2935 N Giddings St 54 57 58 3 4 1
322

Riggin Avenue Widening Between Mooney Boulevard and Conyer Street Project – Noise Study Report 48 Receptor I.D.

Land Use
Noise Abatement category
(NAC)
Number of Dwelling Units
Address
Modeled Existing Year 2021
Noise Level Leq, dBA
Modeled Future No Build Year
2040 Noise Level Leq, dBA
Modeled Future Build Year
2040 Noise Level Leq, dBA
Existing to Future No Build
Year Project Noise Increase
Existing to Future Build Year
Project Noise Increase
No Build to Build Year Project
Noise Increase
R26 SFR B(67) 1 2936 N Giddings St 58 61 62 3 4 1
R27 SFR B(67) 1 1223 W Riggin Ave 47 51 52 4 5 1
R28 SFR B(67) 1 1211 W Riggin Ave 47 51 52 4 5 1
R29 SFR B(67) 1 1147 W Riggin Ave 48 51 52 3 4 1
R30 SFR B(67) 1 1137 W Riggin Ave 47 51 52 4 5 1
R31 SFR B(67) 1 1125 W Riggin Ave 47 51 52 4 5 1
R32 SFR B(67) 1 1109 W Riggin Ave 48 51 52 3 4 1
R33 SFR B(67) 1 1037 W Riggin Ave 47 51 52 4 5 1
R34 SFR B(67) 1 1025 W Riggin Ave 47 50 52 3 5 2
R35 SFR B(67) 1 1013 W Riggin Ave 47 50 52 3 5 2
R36 SFR B(67) 1 1001 W Riggin Ave 47 50 52 3 5 2
R37 SFR B(67) 1 937 W Riggin Ave 46 50 52 4 6 2
R38 SFR B(67) 1 925 W Riggin Ave 46 50 52 4 6 2
R39 SFR B(67) 1 2936 N Conyer St 46 50 51 4 5 1
R40 SFR B(67) - Future Residence north of Riggin Ave 67 64 67 -3 0 3 R41 OS F 0 Agricultural Field north of Riggin Ave 61 65 66 4 5 1 R42 SFR B(67) - Future Residence north of Riggin Ave 65 62 65 -3 0 3 R43 RS E(72) 1 3010 N Mooney Blvd 63 67 68 4 5 1

323

Appendix C Field Data
324
- --
Noise Field Data Sheet
Project Name and Number e ir.� ir. Ave_ AJl1/l '
\J.J
Receptor Site SI c-\.!wq.\ I<- O'\ rJ EI "'l l t / V ,->t, I• '1 {A Latitude/Longitude/Description �b" '1.. 1' 1.2. "3'-j � 1 - II 'I c, 18 I ct�,'Z.ZW Start Date & Time
1tlio/z1 I :4 s ·"�
End Date & Time
\ \ I 1>0 Ii/ l:s�vl~
Relative Humidity t,4'.,""1 ,.\'.11 '-i l . /.

I
(%),Temperature (degrees F), 1 0
°
F Wind Speed/Direction w,,,.. 4 1.NlP·H
Vehicle Speeds vt s- wiP t-l
Notes (;, f+ WO\�\
- I�+ I : 4 � f-Y1 C(I.,,- pvile::a cv+ of clrt've-'Cl,1 - t"7. s- ct l3l,\ Lc.q, I D t\ t 4 ii s
Site Sketch (including landmarks-building corners, trees, street signs, curbs, fences) � : l __ -----:----:�-��----------
1 l w 6 ie..., ) ';I..... A V .(,
-
� ; I : Site Photog aph
Equipment
Po.vi.> C�\ WO
meter#
325
Noise Field Data Sheet
Project Name and Number f_ic.r,, _,...., Ave. (\JtVI 2
Receptor Site S 1de.,..�I le. ,.,C)✓,_ f\/ Tvr,,..,.,.. s -1- ; v'l�X+ r,:, 1037 w '(Lr,,, i -� �..,� , VI ->41,-.,, CA
Latitude/Longitude/Description �6
°
'l t
•
z Lb\ Iv ·-11'1
°
/" 1 l7.,1,bw I
Start Date & Time
til3 °/-z.1 L.-'18,o-
End Date & Time
iii �o l-i1 -Z:)J YI~
Relative Humidity �VIVI 1diry 3ii I(%),Temperature (degrees F), 10 ° FSMfH Wind Speed/Direction w IA(!\ Vehicle Speeds Ys- Wtf/.f
Notes - S"Y7 tt6A Lei DG\ t-'1. t=t 6
Site Sketch (including landmarks-building corners, trees, street signs, curbs, fences) Site Photograph
Equipment
meter#
MeterT e: ll<rto,.,
Calibrator: w u 00
326
Noise Field Data Sheet
Project Name and Number 'o/l. l l. c. • " /iv,. tv'.A/\ 3 Receptor Site JJ
1,o LO IJ y,/l,,.,,,._e'7 6lvc1 1 lJ ,- -> c:... l,.:. cA f
Latitude/Longitude/Description �l0 zt 1 2'--l.'su rJ I -119°!1? 1 Y.�.q3 w
Start Date & Time l\ h, 0!2 I ·1�s-o f,,,,
End Date & Time
I I I 3 o 1 ·t 1 �:os-(t"li
Relative Humidity l4'-Nll d,\, ?,�-1. (%},Temperature (degrees F), 10 °
r-Wind Speed/Direction \;J ,,.J 5 fvlP 1-1
Vehicle Speeds L/ s- � {J /4
Notes - l,l. I 4f?A 4 {)c,,+ei ti: /
Site Sketch (includin
rfL ,ti''-(1 \
t-16\vA
rks-building corners, trees, street signs, curbs, fences) f t\rl,-., /17 ''" f
I I
---
��I� r Site Photograph
Equipment Meter
meter#
327
!>
!>
!>
!> !>!> !>!> !> !> !> !> !>!>
!> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !> !>
!>
!>
!>
NM2
NM3
NM1
R9R8R7R6R5R4R3R2R1
R43
R42
R41
R40
R39R38R37R36R35R34
R33
R32R31R30R29R28R27R26R25R24R23R22R21R20R19R18R17R16R15R14R13R12 R11R10
W Riggin Ave
N Mooney Blvd
W Robin Dr
W Dove Dr
N Giddings St N Quail Dr
N Canary Dr
W Oriole Ave N Conyer St
W Lark Ave
W Robin Ave
Elm St
N Elm Ct
N Dayton Ct
N Fairway St
N Wren Dr
N Divisadero St N Central Ct
Divisadero St
W Oriole Dr
W Robin Ave
W Oriole Ave
N Fairway St
W Lark Ave
W Lark Ave
N Divisadero St N Central Ct
FIGURE 4
Noise Measurements and Receiver Locations
HIPL-5044(140)
Riggin Avenue Widening - Mooney Boulevard to Conyer Street City of Visalia, California
Source: ESRI Maps Online; Dokken Engineering 12/15/2021; Created By: kchenV:\2866_Riggin_Widening_Mooney_Conyer\Noise\F4_Noise_.mxd I
0 200 400 600 800 1,000
Feet
1 inch = 250 feet
Project Area
Proposed Lane Striping
Proposed Median, Curb, and Edge of Pavement
Proposed Frontage Road
Future Residences
!> Noise Receiver Locations
!> Noise Measurement Locations
328
W
Sedona Ave
W
Shannon Pkwy
N Giddings St
N Dinuba Blvd
N Mooney Blvd
W
Ro
bin Ave
N Conyer St
W
Cr
ystal Ave
N Quail Dr
W
Ro
bin Dr
W
Corvina AveN Elm St
W
Riggin Ave
W
Porter Ave
W
M
odoc Ave
W
Dove Ave
N Divisadero St
W
Sunnyview Ave
W Wren Dr
N Highland St
N Shady St
W
Oriole Ave
N Willis St
N Canary Dr
W
Lark Ave
N Wren Dr
W
Lark Ct
N Central St
W
Dove Ct
W
W
ren Ave
N Shady Ct
N Jacob Ct
W
Flagstaff Ave
N Elm Ct
W Canary Dr
N Turner Ct
N Sowell Ct
W Lipson Ct
N Fairway St
N Central Ct
N Dollner St
N Dayton Ct
N Turner St
N Rinaldi St
N Oak Park Ct
N Highland Ct
N Willis Ct
N Oak Park St
W
Robin Ct
N Hall Ct
W
Porter Ct
N Gull Ct
N Rinaldi Ct
N Park Ct
N Leslie CtW
Robin Ave
N Central Ct
N Fairway St
W
Sedona Ave
W
Lark Ave
N Elm St
W
Porter Ave
W
Sunnyview Ave
N Fairway St
W
Mo
doc Ave
N Jacob Ct
W Dove Ct
N Elm St
W
Riggin Ave
N Shady St
W
W
ren Ave
W
W
ren Ave
N Dayton Ct
N Divisadero St N Divisadero St
W
W
ren Dr
W
Lark Ave
N Fairway St
N Highland Ct
M
ODOC
DITCH (p)
Project Limits
329
Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 22-0136 Agenda Date: 4/18/2022 Agenda #: 5.

Agenda Item Wording:

Request authorization to file a Notice of Completion for “Shannon Ranch 3, Units No. 9 & 12” subdivision containing 59 single-family residential lots located north side of West Shannon Parkway between North Giddings Street and North Divisadero Street.

Deadline for Action: 4/18/2022
Submitting Department: Community Development
Contact Name and Phone Number:

Ather Razaq, Associate Engineer, [email protected] <mailto:[email protected]>, (599) 713-4268
Paul Bernal, Community Development Director, [email protected] <mailto:[email protected]>, (559)713-4025
Department Recommendation:

Staff recommends that City Council authorize the filing of a Notice of Completion for Shannon Ranch 3, Units No. 9 & 12 Subdivision.

Summary:

All of the required improvements for this subdivision have been completed and are ready for acceptance by the City Engineer. The Shannon Ranch 3, Units No. 9 & 12 subdivision was developed by Woodside Homes and contains 59 single-family residential lots.

The developer has submitted a maintenance bond in the amount of $157,811.00 as required by the Subdivision Map Act, to guarantee the improvements against defects for one year. Staff recommends that authorization be given to file the Notice of Completion.

Background Discussion:

The City Council on September 21, 2020, authorized the recording of the final map for Shannon Ranch 3, Units No. 9 & 12 subdivision. All bonds and cash payments, as identified in the subdivision agreement, were received by the City at that time. As required by the subdivision ordinance, a maintenance bond valued at 10% of the cost of the public improvements has been submitted prior to recording the Notice of Completion. The Maintenance Bond is held for one year after the recording and acts as a warranty for the public improvements installed per the subdivision agreement.

Fiscal Impact:

By authorizing this Notice of Completion, the City of Visalia will incorporate the identified public improvements into normal routine maintenance plans and procedures following the one-year maintenance period. This will have a nominal adverse effect on the fund that provides such Visalia City Council Printed on 4/15/2022Page 1 of 2
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File #: 22-0136 Agenda Date: 4/18/2022 Agenda #: 5.
maintenance.

Prior Council Action:
· On September 21, 2020, the City Council authorized the recordation of the final map for Shannon Ranch 3, Units No. 9 & 12 subdivision.
· October 2019, Landscape and Lighting Assessment District No. 14-03 was reviewed and formed by the Landscape and Lighting Committee.

Committee/Commission Review and Action:

On February 13, 2006, the Planning Commission approved Shannon Ranch Tentative Subdivision Map No. 5506.

Recommended Motion (and Alternative Motions if expected):

I move to authorize the filing of Notice of Completion for the Shannon Ranch 3, Units No. 9 & 12 subdivision.

Environmental Assessment Status:

A Negative declaration for the Shannon Ranch 3 subdivision was adopted February 13, 2006; Environmental Document No. 2005-128.

Attachments:

1. Aerial Map

2. Final Map

3. Development Disclosure
Visalia City Council Printed on 4/15/2022Page 2 of 2
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!
DITCH
MODOC

ST JOHN'S RIVER
DITCH (p)
DITCH (p)
DITCH

AERIAL MAP

RIVERWAY AVE

MOONEY BLVD

GIDDINGS ST
Shannon Ranch 3 - 9&12
Development
O
940 0 940470 FeetSFD
Development

RIGGIN AVE

SHANNON PKWY
332
333
334
335
336
Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 22-0141 Agenda Date: 4/18/2022 Agenda #: 6.

Agenda Item Wording:

Authorization for the City Manager to utilize the California statewide contract for zero-emission transit buses to enter into a contract in the amount of $2,213,667 with New Flyer of North America Inc. for the purchase of two 35' Battery Electric Buses (BEB) for fixed route service, including the purchase and installation of bus chargers.

Deadline for Action: 4/18/2022
Hard deadline is due to applying for the California Hybrid and Zero-Emission Truck and Bus Voucher Incentive Project (HVIP) funding before it is fully exhausted.

Submitting Department: Administration - Transit
Contact Name and Phone Number:

Caleb Bowman, Transit Management Analyst, [email protected], (559) 713-4594 Anglina Soper, Transit Manager, [email protected], (559) 713-4591 Nick Mascia, Assistant City Manager, [email protected], (559) 713-4323 Department Recommendation:

Staff is recommending that City Council authorize the City Manager to utilize the California statewide contract for zero-emission transit buses to enter into a contract for the purchase of two BEB for fixed route service from New Flyer of North America Inc. in the amount of $978,000 per bus plus its chargers and installation in the amount of $257,667 with the contract total of $2,213,667.

Background Discussion:

Transit currently operates thirty-six (36) fixed route buses, twenty-six (26) buses are required to support peak demand on the routes that service City of Visalia, community of Goshen, City of Farmersville, and City of Exter. Currently the fixed route fleet has an average age of nine (9) years, with half of the buses being over twelve (12) years old, which is past their useful life. The useful life is determined by age and mileage requirements set by the Federal Transit Administration (FTA). FTA has determined that heavy-duty large buses (fixed route, 35-48-foot buses) have a useful life of 12- years and/or 500,000 miles. Buses past their useful life tend to have more failures, making them less reliable and more expensive to operate.

The two (2) New Flyer BEB would replace two (2) 2008 model years CNG fixe routed buses with over 500,000 miles which have outlived their useful lives with two (2) 35' BEB from New Flyer. The details of each vehicle to be replaced under this project are listed below in Table 1 “Replacement Vehicle Details”.

Visalia City Council Printed on 4/15/2022Page 1 of 4
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File #: 22-0141 Agenda Date: 4/18/2022 Agenda #: 6.

Table 1
Replacement Vehicle Details
Fleet # Fixed
Asset #
Mfr.

Year
Bus
Make
Fuel
Type
Length
(ft.)
No. of
Seats
Date In-
Service
Age Useful
Life
(yrs.)
Odometer
Reading
(mi.)
Useful
Life (mi.)
6267 F11437 2008 Orion CNG 35 32 10/09/2008 13.5 12 562,771 500,000 6268 F11433 2008 Orion CNG 35 32 10/09/2008 13.5 12 531,480 500,000 In December 2018, California Air Resource Board’s(CARB) adopted the Innovative Clean Transit (ICT) regulation requiring small transit agencies, less than 100 buses in max service, to have 25% of bus purchases be Zero-Emission Buses (ZEB) by 2026, 100% by 2029. The two options for ZEB are BEB and hydrogen fuel cell buses. Hydrogen fuel cell buses require costly infrastructure, real estate requirements for the storage equipment, and fuel supply restrictions or production. The City has chosen a BEB path due to the lower cost of infrastructure and real estate requirements. Transit has created a fleet replacement plan to comply with this regulation. Agencies without a plan to comply will see a decrease to Operating and Capital funding which Transit relies on to provide service.

Without receiving the State and Federal funding, more local dollars will be required to maintain the City’stransit service. This replacement is part of the Transit Fleet Replacement Plan put in place by the Short-Range Transit Plan (SRTP) to replace fixed route buses that have outlived their useful life, while also progressing towards zero emission fleet status.

Since the beginning of the pandemic in March 2020, Transit has seen a fluctuating decrease of 30%- 50% in ridership. In the recent months, ridership has been steadily increasing and is around 50% of 2019, pre-pandemic, ridership. It is uncertain if the decrease in ridership will sustain, nor has FTA given any guidance to agencies to reduce vehicle size due to reduction in ridership. Therefore, staff recommends replacing the retiring buses with the same size electric bus. Due to Transit ridership and street restrictions, 35-foot buses are what is currently operated on the fixed route service. The 35-foot bus hold about thirty-five (35) seated passengers. Staff will further evaluate ridership and regulations before bringing back future bus purchase requests.

Currently Transit is operating seven (7) Proterra BEB from two separate orders. Transit has encountered quality issues and buses not performing in service as anticipated. . With advancements in BEB technology, battery technology has improved the energy density and propulsion motors have become more efficient since our original order with Proterra in 2018 & 2020.

Transit is requesting to purchase two (2) BEB from a new manufacturer, New Flyer, on this order.

Staff will be able to compare New Flyer buses to our existing Proterra buses to determine which manufacture best meets the climate and geographic demands of our service area.

The grant allocations and appropriations in the current CIP VH0135 budget for this purchase are shown below in Table 2 “New Flyer BEB Purchase”.

Table 2
New Flyer BEB Purchase
Funding Source Allocation
5339 $1,770,934
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File #: 22-0141 Agenda Date: 4/18/2022 Agenda #: 6.

LTF $442,733
Total Project $2,213,667
On March 30, 2022, California Hybrid and Zero-Emission Truck and Bus Voucher Incentive Project (HVIP) re-opened its voucher request in a new funding opportunity totaling nearly $430 million for zero emission fleet vehicle. The HVIP has $65.5 million set-aside for public transit bus purchases.

Not all the HVIP funding was exhausted in the first 24-hours for transit buses, so the voucher program remains open until funding is exhausted. As of April 11, 2022, there is still $52 million in funding available for transit buses. Each voucher will reduce the cost of each bus by at least $120,000. If funding is still available after Council authorizes this purchase, Transit will apply for an HVIP voucher for both buses. If Transit receives the vouchers for the two buses, it will reduce the City’slocal match, Local Transit Funds (LTF), and 5339 funds needed for this project by at least $240,000 bringing the total project amount down to $1,973,667, as shown below in Table 3 “New Flyer BEB Purchase w/ HVIP Vouchers”. The LTF and 5339 funding not used on this project will go back into our CIP VH0135 budget for the purchase of additional buses at a future date.

Table 3
New Flyer BEB Purchase w/ HVIP Vouchers
Funding Source Allocation Amendment Revised Budget
5339 $1,770,934 - $1,770,934
LTF $442,733 ($240,000) $202,733
HVIP Vouchers* $240,000 $240,000
Total Project $2,213,667 - $2,213,667
*If HVIP vouchers are still available once awarded.

Fiscal Impact:

The funding for this bus purchase is currently appropriated in CIP VH0135, which has a total budget of $3,866,784.

Prior Council Action:

None.

Other:

None.

Alternatives:

Council can choose to reject this order which will delay the fleet replacement schedule.

Recommended Motion (and Alternative Motions if expected):

I move to authorize the City Manager to utilize the California statewide contract for zero-emission transit buses to purchase two battery electric buses and associated charging stations from New Flyer of North America Inc. in the amount of $2,213,667.

Environmental Assessment Status:

None.

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CEQA Review:

None.

Attachments:
1) City of Visalia Transit - Quote 2 XE35 New Flyers
2) City of Visalia Charger Quote
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March 15, 2022
Mr. Caleb Bowman
Transit Management Analyst
425 E. Oak Ave., Ste. 301
Visalia, CA 93291
City of Visalia – Transit

Subject: Quotation for 35-foot Heavy-Duty Battery Electric Fuel Transit buses Dear Caleb,
New Flyer is pleased to submit a budgetary price quotation to produce up to (2) 35-foot Heavy-Duty Battery Transit Buses based on New Flyer’s agreement with State of California (DGS).

The proposed buses will be technically configured as close to your list of options as possible.

The price for up to two (2) buses is $978,000.00/bus.

This would be a very important project for us Caleb as it allows us the opportunity to create a strong relationship with the City of Visalia. I would welcome the chance to have New Flyer buses at your transit agency as you expand the amount of zero emission buses within your fleet.

This project also affords us the opportunity to deliver to you, some of the most advanced vehicles available in North America. Our Battery Electric Buses have the most proven track record of all bus builders, and our service division is based in Fresno and can be onsite with any issues that might arise.

We thank you for your interest in New Flyer products and look forward to working with you.

This quotation is valid until May 30, 2022. Please note that any orders after May 15, will be applicable to PPI increase as set forward in the State of California Contract. If your team waits until the summer to issue a Purchase Order, we may need to re-quote to include any additional PPI that occurs.

Sincerely,

Dan Trujillo

Regional Sales Manager
New Flyer of America
661.670.0111
[email protected]
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April 1, 2022
Mr. Caleb Bowman
Transit Management Analyst
425 E. Oak Ave., Ste. 301
Visalia, CA 93291
City of Visalia – Transit

Subject: Quotation for ABB 150 KW Plug In Chargers with Dispensers Dear Caleb,
New Flyer is pleased to submit a budgetary price quotation for one heavy duty bus charger by ABB, 150KW charger with two dispenser pedestals and installation. This price can be used for additional chargers in needed. The pricing includes running needed wire, installing the charger(s) and commissioning the chargers to work with Visalia’s battery buses including New Flyers.

The price per charger and installation is $257,667.00

Sincerely,
Dan Trujillo

Regional Sales Manager
New Flyer of America
661.670.0111
[email protected]
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Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 22-0142 Agenda Date: 4/18/2022 Agenda #: 7.

Agenda Item Wording:

Adoption of the second reading of Ordinance No. 2022-06 pertaining to the approval of Zoning Text Amendment No. 2021-09: A request by the City of Visalia to amend portions of Visalia Municipal Code Title 17 (Zoning Ordinance) to implement a program contained in the City of Visalia 2020-2023 Housing Element pertaining to regulations for emergency shelters and low barrier navigation centers.

The project area is contained within the City of Visalia’sUrban Development Boundaries that are illustrated in the Visalia General Plan, Citywide.

Deadline for Action: 4/18/2022
Submitting Department: Community Development
Contact Name and Phone Number:

Brandon Smith, Principal Planner, [email protected], (559)713-4636; Paul Bernal, Community Development Director, [email protected], (559)713-4025 Department Recommendation:

Staff recommends that the City Council adopt the second reading of Ordinance No. 2022-06, as amended, to amend portions of Municipal Code Title 17 (Zoning Ordinance) pertaining to regulations for emergency shelters and low barrier navigation centers in various zone districts.

Background Discussion:

The first reading of Ordinance No. 2022-06 for Zoning Text Amendment (ZTA) No. 2021-09, approved by the City Council on April 4, 2022, amended provisions in the Municipal Code (Title 17, Zoning Ordinance) related to emergency shelters and low barrier navigation centers.

This ZTA is a city-initiated request to implement a program contained in the City of Visalia 2020-2023 Housing Element to establish additional zone designations where emergency shelters and low barrier navigation centers are allowed and to establish performance standards applicable to such uses.

During the first reading of Ordinance No. 2022-06 conducted on April 4, 2022, the City Council recommended approval of the proposed Ordinance together with the following changes:
· Remove the Downtown Mixed Use (D-MU) zone district as a location where emergency shelters are conditionally allowed (i.e., allowed with a Conditional Use Permit). · Remove the Multi-family Residential (R-M) zone district as a location where low barrier navigation centers are conditionally allowed (i.e., allowed with a Conditional Use Permit). · Require that an emergency shelter or low barrier navigation center incorporate a seven (7) foot height, rather than a six (6) foot height, perimeter wall where the use abuts any dwelling units.
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wall, and require a block wall where the use abuts any dwelling units.

Other: Committee/Commission Review and Action:

On January 24, 2022, the Planning Commission voted 4-0 (Tavarez absent) to recommend approval of Zoning Text Amendment No. 2021-09 as presented by staff. In discussing the separation of uses, the Commission requested that a definition of “schools”be included. Staff has therefore expanded upon the description of schools so that they are now specified as existing or planned public or upon the description of schools so that they are now specified as existing or planned public or parochial elementary schools, middle schools, high schools, and licensed day care facilities. The Commission also asked about whether state or local laws would allow for “short-termuses”to be served by non- permanent structures such as tents and cargo trains. In fact, the definition of “short-termuses”is not intended to extend to non-permanent structures or any form of housing that is not consistent with the building code enforced by the City for habitable spaces. The feasibility of such non-permanent structures would first need to be investigated together with other City divisions having oversight (i.e., Building Division) and discussed further with the Council based on the circumstances of the situation.

There were three public hearing comments made by Mary Alice Escarsega (C-SET), Judee Berg (Tulare County Hope for the Homeless) and Suzy Ward (Warming Center), all in support of the item and available for questions. Suzy Ward understood the reasoning for the exclusion of warming centers from the ordinance but emphasized the need for a by-right location for warming centers.

Fiscal Impact:

None.

Alternatives: None.

Recommended Motion (and Alternative Motions if expected):

I move to approve the second reading and adopt Ordinance No. 2022-06 for Zone Text Amendment No. 2021-09.

Environmental Assessment Status:

California Environmental Quality Act (CEQA) Section 15183(a) mandates that projects which are consistent with the development density established by general plan policies for which an Environmental Impact Report (EIR) was certified shall not require additional environmental review, except as might be necessary to examine whether there are project-specific significant effects which are peculiar to the project or its site. In accordance with CEQA guidelines, Initial Study No. 2021-44 was prepared for this project, which disclosed the proposed project has no new effects that could occur, or new mitigation measures that would be required that have not been addressed within the scope of the Program Environmental Impact Report (SCH No. 2010041078). The Environmental Impact Report prepared for the City of Visalia General Plan was certified by Resolution No. 2014-37, adopted on October 14, 2014. In addition, an Initial Study with Negative Declaration for the General Plan Housing Element (Negative Declaration No. 2019-63) was also prepared, wherein the environmental review assessed the establishment of goals, policies, and implementation programs.

Therefore, staff concludes that the previously prepared Program Environmental Impact Report and Negative Declaration adequately analyzed and addresses the project and recommends that the City Council adopt Environmental Document No. 2021-44 for this project.

CEQA Review:

California Environmental Quality Act (CEQA) Section 15183(a) mandates that projects which are consistent with the development density established by general plan policies for which an Visalia City Council Printed on 4/15/2022Page 2 of 3
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consistent with the development density established by general plan policies for which an Environmental Impact Report (EIR) was certified shall not require additional environmental review, except as might be necessary to examine whether there are project-specific significant effects which are peculiar to the project or its site. In accordance with CEQA guidelines, Initial Study No. 2021-44 was prepared for this project, which disclosed the proposed project has no new effects that could occur, or new mitigation measures that would be required that have not been addressed within the scope of the Program Environmental Impact Report (SCH No. 2010041078). The Environmental Impact Report prepared for the City of Visalia General Plan was certified by Resolution No. 2014-37, adopted on October 14, 2014. In addition, an Initial Study with Negative Declaration for the General Plan Housing Element (Negative Declaration No. 2019-63) was also prepared, wherein the environmental review assessed the establishment of goals, policies, and implementation programs.

Attachments:

1. Revised Ordinance No. 2022-06 for Zoning Text Amendment No. 2021-09 Visalia City Council Printed on 4/15/2022Page 3 of 3
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REVISED
ORDINANCE NO. 2022-06

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF VISALIA APPROVING ZONING TEXT AMENDMENT NO. 2021-09,

A REQUEST BY THE CITY OF VISALIA TO AMEND PORTIONS OF VISALIA MUNICIPAL CODE TITLE 17 (ZONING ORDINANCE) TO IMPLEMENT A PROGRAM CONTAINED IN THE CITY OF VISALIA 2020-2023 HOUSING ELEMENT PERTAINING TO REGULATIONS FOR EMERGENCY SHELTERS AND LOW BARRIER NAVIGATION CENTERS.

WHEREAS, Zoning Text Amendment No. 202 1-09 is a request by the City of Visalia to amend portions of Visalia Municipal Code Title 17 (Zoning Ordinance) to implement a program contained in the City of Visalia 2020 -2023 Housing Element pertaining to regulations for emergency shelters and low barrier navigation centers . The specific amendments apply City - wide and are specified in Exhibit “A” of this Ordinance; and,

WHEREAS, an Initial Study was prepared which disclosed that no significant environmental impacts would result from this project, and no mitigation measures would be required; and,

WHEREAS, the Planning Commission of the City of Visalia, after duly published notice, held a public hearing before said Commission on January 24, 2022; and,

WHEREAS, the Planning Commission of the City of Visalia considered the Zone Text Amendment in accordance with Section 17.44.070 of the Zoning Ordinance of the City of Visalia and on the evidence contained in the staff report and testimony presented at the public hearing ; and,

WHEREAS, the City Council of the City of Visalia , after duly published notice, held a public hearing before said City Council on April 4, 2022, and introduced said Ordinance for first reading on that date.

NOW, THEREFORE, BE IT RESOLVED that the City Council concurs that no significant environmental impacts would result from this project and, c ertifies that Initial Study No. 2021-44 was prepared consistent with the California Environmental Quality Act and City of Visalia Environmental Guidelines.

BE IT FURTHER RESOLVED that the City Council of the City of Visalia finds as follows:

1. That the Zoning Text A mendment is consistent with the intent of the General Plan and Zoning Ordinance and is not detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, as described in the following Housing Element Policies:

Housing Element Policy 5.1 - The City shall encourage the development of housing for elderly, persons with disabilities, large families, families with female 346
heads of household, families and persons in need of emergency shelter , and farmworkers, where compatible with surrounding land uses and where site conditions and service capabilities permit. Sites considered especially appropriate for these uses are those accessible to day care and transit, case management, commercial, and medical services.

Housing Element Policy 5.5 - The City shall facilitate and encourage the creation, by public or quasi -public agencies, of low -barrier emergency shelters, transitional housing, and permanent supportive housing in the community, and shall allow these uses as a by -right use in accordance with standards contained in its Zoning Ordinance.

2. That applying the proposed Zone Code standards to future emergency shelter and low barrier navigation center uses will encourage increased opportunities for housing, particularly for persons experiencing homelessness, throughout the City, as endorsed through the City of Visalia 2020 -2023 Housing Element Update (5 th Cycle Four-Year Housing Element Update). These standards are designed to promote and ensure compatibility with adjacent land uses.

3. That prior environmental review documents have been prepared and adopted that are directly applicable to this Zoning Text Amendment, including a Program Environmental Impact Report for the preparation of the General Plan Update (SCH No. 2010041078), a Negative Declaration for the preparation of the General Plan Housing Element ( Negative Declaration No. 2019 -63), and an Initial Study for the preparation of the Zoning Ordinance Update (Environmental Document No. 2016- 41). Furthermore, an Initial Study was prepared for this project, consistent with the California Environmental Quality Act (CEQA) , which disclosed that environmental impacts are determined to be not significant for this project, that the pro ject has no new effects that could occur, and does not require any new mitigation measures that have not been addressed within the scope of the prior environmental review documents. Therefore, staff concludes that the previously prepared Program Environmental Impa ct Report and Negative Declaration adequately analyzed and addresses the project, and that Environmental Document No. 2021-44 is adopted for this project.

NOW, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF VISALIA, that Zoning Text Amendment 202 1-09, is approved, as contained in Exhibit “A” of this Ordinance.

Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this Ordinance, or its application to any person or circumstances, is for any reason held to be invalid or unenforceable, such invalidity or unenforceability shall not affe ct the validity or enforceability of the remaining sections, subsections, subdivision, paragraphs, sentences, clauses or phrases of this Ordinance, or its application to any other person or circumstance. The City Council of the City of Visalia hereby decla res that it would have adopted each section, subsection, subdivision, 347
paragraph, sentence, clause or phrase hereof, irrespective of the fact that any one or more other sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases hereof be declared invalid or unenforceable.

Construction. The City Council intends this Ordinance to supplement, not to duplicate or contradict, applicable state and federal law and this Ordinance shall be construed in light of that intent.

Effective Date. This Ordinance shall take effect thirty days after its adoption.

Certification. The City Clerk shall certify to the passage and adoption of this Ordinance and shall cause the same to be published or posted according to law.

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Ordinance No. 2022-06

EXHIBIT “A”

Zoning Text Amendment (ZTA) No. 2021 -09, implementing a program contained in the City of Visalia 2020 -2023 Housing Element pertaining to regulations for emergency shelters and low barrier navigation centers.

Changes to City of Visalia Municipal Code, as specified by underline & italics for additions and strikeout for deletions.

TITLE 17 Zoning

Chapter 17.25 Uses in the Commercial, Mixed Use, Office, and Industrial Zones Section 17.25.030 Commercial, Office, and Industrial Zone Use Table D. [Table 17.25.030, Commercial, Mixed Use, Office, and Industrial Zones Use Matrix]

RESIDENTIAL (see also Residential Zones)
R30 Emergency Shelters C C P 17.32.130
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R31 Low Barrier Navigation
Centers
C C C P*
/C
P*
/C C C C C C

17.32.135
*If meeting
criteria
stated in
Cal. GC
Sections
65660 -
65668

Chapter 17.32 Special Provisions
Section 17.32.130 [Reserved] Emergency shelters.

A. Applicability. The requirements of this section apply to all emergency shelters as defined in Chapter 17.04. Furthermore, an emergency shelter may operate on a short-term basis provided that an operating schedule is included in the plan of operation.

B. Permits.

1. Emergency shelters are allowed as identified in the Zones Use Matrix included in Table

17.25.030. In accordance with State law, Government Code Section 65583, the zone where emergency shelters are allowed as a permitted use without a conditional use permit is the I-L (Light Industrial) zone. In addition, emergency shelters are a use requiring a conditional use permit in the QP quasi-public zone.

2. All emergency shelters are required to obtain a site plan review permit in accordance with Chapter 17.28 and are subject to the development standards in subsections (C) and (D) of this section.

C. Site development standards. The following standards are applicable to any permitted by- right or conditionally allowed emergency shelter.

1. An emergency shelter may not be located closer than one thousand (1,000) feet to a school (a school is herein defined as an existing or planned public or parochial elementary school, middle school, high school, or licensed day care facility) or another emergency shelter or low barrier navigation center.

2. An emergency shelter may not be located closer than twenty-five (25) feet to the front property line of any existing dwelling unit.

3. An emergency shelter shall incorporate a seven (7) foot height perimeter wall constructed of concrete block, brick or stucco if the shelter is adjacent to any dwelling units. The perimeter wall is only required on sides abutting residential uses.

D. Standards for permitted by-right uses. The standards in this subsection must apply to any emergency shelter that is a use permitted by right. These standards shall be used as guidelines 350
for any emergency shelter that is a use conditionally allowed in other zones, wherein a deviation from any such standard may be requested and considered as part of an application for conditional use permit.

1. Beds. The maximum number of beds for an emergency shelter as a use permitted by right is one hundred (100).

2. Parking. One (1) vehicle parking space shall be provided per ten (10) beds and one (1) parking space shall be provided per employee. Up to five (5) visitor spaces shall be provided for service providers based on the actual need as determined by the city. The City Planner has the authority to require an extra one (1) vehicle parking space per ten (10) beds for emergency shelters established in response to a natural or man-made disaster. A covered and secured area for bicycle parking shall be provided for use by staff and clients, commensurate with demonstrated need, but no less than a minimum of eight (8) bike parking spaces.

3. Lighting. Adequate lighting shall be provided in all parking, pedestrian paths, and intake areas, and shall be shielded and directed away from adjacent properties.

4. Management/Security. Support staff and/or security must be present during the hours of operation. Facilities must maintain with the City a written plan of operation to be approved by the City Planner in consultation with the Police Department and Neighborhood Preservation Division and to be complied with at all times. The management shall address, at a minimum:
 patron access requirements,
 hours of operation,
 operating schedule if intended to operate as a short-term shelter,  security measures,
 litter removal,
 on-site management,
 staff training,
 property maintenance,
 neighborhood relations and communication,
 noise attenuation,
 pet occupancy, if applicable.

5. Length of Stay. The maximum length of stay per individual shall be no longer than six (6) months in a consecutive twelve (12)-month period. Days of stay need not be consecutive.

6. Pets. If an emergency shelter chooses to allow pets, they may be unleashed inside only if they are inside a private unit or may be outside within cages or in a protected area. No limit shall be placed on the number of pets that can be maintained.

7. Intake/Waiting Areas. On-site waiting and intake areas shall be enclosed or screened from the public right-of-way and adjacent properties. Queuing of clients shall not be permitted outside of approved waiting and intake areas.
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8. Outdoor Activity. An emergency shelter shall designate at least five (5) percent of the site to open or outdoor recreational space, located outside of any required front or street side landscape setback area or parking field. Outdoor activity shall be allowed only during the hours of 7:00 a.m. to 10:00 p.m.

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Section 17.32.135 Low barrier navigation centers.

A. Applicability. The requirements of this section apply to all low barrier navigation centers as defined in Chapter 17.04.

B. Permits.

1. Low barrier navigation centers are allowed as identified in the Zones Use Matrix included in Table 17.25.030. In addition, low barrier navigation centers are a use requiring a conditional use permit in the QP quasi-public zone.

2. All low barrier navigation centers are required to obtain a site plan review permit in accordance with Chapter 17.28 and are subject to the development standards in subsections (C) and (D) of this section.

C. Site development standards. The following standards are applicable to any permitted by- right or conditionally allowed low barrier navigation center.

1. A low barrier navigation center may not be located closer than one thousand (1,000) feet to a school (a school is herein defined as an existing or planned public or parochial elementary school, middle school, high school, or licensed day care facility) or another emergency shelter or low barrier navigation center.

2. A low barrier navigation center may not be located closer than twenty-five (25) feet to the front property line of any existing dwelling unit.

3. A low barrier navigation center shall incorporate a seven (7) foot height perimeter wall constructed of concrete block, brick or stucco if the shelter is adjacent to any dwelling units. The perimeter wall is only required on sides abutting residential uses.

D. Standards for permitted by-right uses. The standards in this subsection must apply to any low barrier navigation center that is a use permitted by right. These standards shall be used as guidelines for any low barrier navigation center that is a use conditionally allowed in other zones, wherein a deviation from any such standard may be requested and considered as part of an application for conditional use permit.

1. Beds. The maximum number of beds for a low barrier navigation center as a use permitted by right is one hundred (100).

2. Parking. One (1) vehicle parking space shall be provided per ten (10) beds and one (1) parking space shall be provided per employee. Up to five (5) visitor spaces shall be provided for service providers based on the actual need as determined by the city. A covered and secured area for bicycle parking shall be provided for use by staff and clients, commensurate with demonstrated need, but no less than a minimum of eight (8) bike parking spaces.

3. Lighting. Adequate lighting shall be provided in all parking, pedestrian paths, and intake areas, and shall be shielded and directed away from adjacent properties. 353

4. Management/Security. Support staff and/or security must be present during the hours of operation. Facilities must maintain with the City a written plan of operation to be approved by the City Planner in consultation with the Police Department and Neighborhood Preservation Division and to be complied with at all times. The management shall address, at a minimum:
 patron access requirements,
 hours of operation,
 security measures,
 litter removal,
 on-site management,
 staff training,
 property maintenance,
 neighborhood relations and communication,
 noise attenuation,
 pet occupancy, if applicable.

5. On-site requirements. A low barrier navigation center shall include on-site area where referral services are provided to assist clients in entering programs aimed at obtaining permanent shelter and income.

6. Pets. If a low barrier navigation center chooses to allow pets, they may be unleashed inside only if they are inside a private unit or may be outside within cages or in a protected area. No limit shall be placed on the number of pets that can be maintained.

8. Outdoor Activity. A low barrier navigation center shall designate at least five (5) percent of the site to open or outdoor recreational space, located outside of any required front or street side landscape setback area or parking field. Outdoor activity shall be allowed only during the hours of 7:00 a.m. to 10:00 p.m.

Chapter 17.52 Quasi-Public Zone
Section 17.52.030 Conditional uses.

J. Emergency shelters, subject to Section 17.32.130;
K. Low barrier navigation centers, subject to Section 17.32.135; L. Other uses similar in nature and intensity as determined by the city planner.

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Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 22-0149 Agenda Date: 4/18/2022 Agenda #: 8.

Agenda Item Wording:

Request authorization to record the final map for Highland Park, Unit No. 2 subdivision, located at the northwest corner of West Riggin Avenue and North Giddings Street.

Deadline for Action: 4/18/2022
Submitting Department: Community Development
Contact Name and Phone Number:

Adrian Rubalcaba, Associate Engineer, [email protected] <mailto:[email protected]>, (559)713-4271
Paul Bernal, Community Development Director, [email protected] <mailto:[email protected]>, (559)713-4025
Department Recommendation:

Staff recommends that City Council authorize the recordation of the final map for Highland Park, Unit No. 2 subdivision, located at the northwest corner of West Riggin Avenue and North Giddings Street.

Summary:

The final map for Highland Park, Unit No. 2 subdivision will be subdividing a 4.8-acre site into a 49-lot single family subdivision with one outlot (i.e., Lot “A”).Lot A is the landscape lot along Riggin Avenue and Giddings Street frontage to be dedicated to the Landscape and Lighting District which was previously formed per Landscape and Lighting Assessment District No. 21-04. The formation of the Landscape and Lighting Assessment District No. 21-04 maintains both Units 1 and 2 of the Highland Park subdivision.

The proposed Highland Park, Unit No. 2 single-family subdivision will take access from a local street connection to Sedona Avenue and is serviced by the interior local public streets with full improvements including curb, gutter, parkway landscaping, sidewalks, streetlights, sewer and storm mains, and other public infrastructure, utilities, and services (i.e., electricity, gas, and water).

The final map is ready for recording. All bonds, cash payments, subdivision agreement, and final map have been submitted by the developer, Woodside Homes, as follows: 1) An executed subdivision agreement; 2) Faithful Performance Bond in the amount of $836,609.46, and a Labor and Materials Bond in the amount of $418,304.73; 3) cash payment of $405,643.38 distributed to various accounts to cover City fees; and 4) Final map. All required items have been submitted and approved by the City prior to the final map being executed and recorded.

The formation of Landscape and Lighting Assessment District No. 21-04 was previously approved by the City Council on February 7, 2022. Landscape and Lighting Assessment District No. 21-04 was formed to maintain Units 1 and 2 of the Highland Park subdivision. A copy of the approved resolutions forming this district and ordering the improvements and levying the annual assessments are provided as Attachment 4 to this staff report. All new landscaping installed within the outlots and parkways for this development will strictly adhere to the State Model Water Efficient Landscape Ordinance (MWELO). MWELO requires that landscaping and irrigation plans be certified by a Visalia City Council Printed on 4/15/2022Page 1 of 3
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File #: 22-0149 Agenda Date: 4/18/2022 Agenda #: 8.

Ordinance (MWELO). MWELO requires that landscaping and irrigation plans be certified by a qualified entity (i.e., a Landscape Architect) for compliance with the State and City’s water conservation requirements. In addition, MWELO increases water efficiency standards for new landscapes through use of more efficient irrigation systems, inclusion of drought tolerant plant and tree species, and by limiting the portion of landscapes that can be covered in turf.

Background Discussion:

The Faithful Performance Bond covers the cost of constructing the public improvements noted in the subdivision agreement and the Labor and Materials Bond covers the salaries and benefits as well as the materials supplied to install the required public improvements. As required by the Subdivision Ordinance, the Faithful Performance Bond covers 100% of the cost of the public improvements. The Labor and Materials Bond is valued at 50% of the Faithful Performance Bond. A Maintenance Bond valued at 10% of the cost of public improvements will be required prior to recording the Notice of Completion. The Maintenance Bond is held for one year after the recording and acts as a warranty for the public improvements installed per the subdivision agreement. The cash payment covers Development Impact Fees such as storm water acquisition, waterways, sewer front foot fees, and any outstanding plan check and inspection fees. The plan check and inspection fees are estimated at the beginning of the final map process and are not confirmed until the subdivision agreement is finalized. Differences are due in cash at the time of City Council approval of the map.

The City of Visalia permits developers of subdivisions to form assessment districts under the Landscape and Lighting Act of 1972, and now under Proposition 218, in-lieu of using homeowners associations for the maintenance of common features such as landscaping, irrigation systems, streetlights, and local streets. The maintenance of these improvements is a special benefit to the development and enhances the land values to the individual property owners in the district. Please note, the formation of Landscape and Lighting Assessment District No. 21-04 was previously approved by the City Council on February 7, 2022. Landscape and Lighting Assessment District No. 21-04 was formed to maintain Units 1 and 2 of the Highland Park subdivision. A copy of the approved resolutions forming the district are attached to this staff report.

Pursuant to Title 16 (Subdivisions) of the Visalia Municipal Code, the City’sauthorization to record the final map is a ministerial action. Section 16.24.080 of the Subdivision Ordinance limits the City Council’saction to the specific determination that the final map substantially conforms to the contents of the tentative map, and the California Subdivision Map Act states that “if the Council determines that the map is in conformity with the requirements of this Chapter, the Council shall approve the map.” Disapproval based upon any other reasons would be outside the authority of the Council for this particular action. The Council may reject all offers of dedication on the final map pursuant to Section 16.24.080 of the Subdivision Ordinance and require that the City Engineer so indicate on the final map; however, staff’srecommendation is that the City Council authorize recordation of the final map and accept all offers of dedication as previously described in this report.

Fiscal Impact:

The 49 lots will contribute to Landscape and Lighting Assessment District No. 21-04 created for the maintenance of common features related to this subdivision (e.g., Highland Park, Units 1 & 2). These common features include, but are not limited to, pavement on local streets, block walls, streetlights, and landscaping and irrigation within and along the outlots and pocket park. The annual assessment Visalia City Council Printed on 4/15/2022Page 2 of 3
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File #: 22-0149 Agenda Date: 4/18/2022 Agenda #: 8.
for each lot is $555.71.

Please note, the formation of Landscape and Lighting Assessment District No. 21-04 was previously approved by the City Council on February 7, 2022. Landscape and Lighting Assessment District No. 21-04 was formed to maintain Units 1 and 2 of the Highland Park subdivision.

Prior Council Action:
· On June 21, 2021, the City Council authorized the recordation of the final map for Highland Park, Unit No. 1 subdivision.
· On February 7, 2022, the City Council authorized the formation of Landscape and Lighting Assessment District No. 21-04 and ordering the improvements and levying the annual assessments for Landscape and Lighting Assessment District No. 21-04 “HighlandPark, Units 1 & 2.”
Committee/Commission Review and Action:
· On February 27, 2006, the Planning Commission approved Highland Park Tentative Subdivision Map No. 5509 and associated Conditional Use Permit (CUP) No. 2006-03, for the small lot subdivision.
· On August 26, 2013, CUP No. 2012-27 was approved by the Planning Commission to amend previously approved CUP No. 2006-03; revising development standards and dwelling types of the previously approved PUD in the RM2 zone.
· On May 26, 2020, Finding of Consistency No. 2020-001 was approved by the Planning Commission allowing minor modifications to the public street design and phasing of the Highland Park tentative subdivision map.

Alternatives: None recommended.

Recommended Motion (and Alternative Motions if expected):

I move to authorize the recordation of the final map for Highland Park, Unit No. 2 subdivision.

Environmental Status:

Negative Declaration No. 2006-08.

CEQA Review:

Negative Declaration No. 2006-08 was prepared and adopted February 27, 2006, for the Highland Park subdivision and conditional use permit.

Attachments:

1. Location Map

2. Development Disclosure

3. Final Map

4. Copy of Resolution Nos. 2022-07 and 2022-08 forming Lighting Assessment District No. 21-04 and ordering the improvements and levying the annual assessments for Landscape and Lighting Assessment District No. 21-04 “Highland Park, Units 1 & 2”.

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LOCATION MAP
·
Conyer St
Sedona Ave
N Dinuba Blvd
N Giddings St
W Ferguson Ave
W Shannon Pkwy
W Riverway Ave
Rd 124
W Riggin Ave
W Riverway Ct
W Riggin Ave
Highland Park, Unit No. 2
Highland Park, Unit No. 1
358
359
15'
10'
20' 70'E5
822800 sf.
832800 sf. 782800 sf.
792800 sf.
912800 sf.962871 sf. 922800 sf.942800 sf.932800 sf.953247 sf. 892800 sf.902800 sf. 862800 sf.
872800 sf.

R2
R3

SEE DETAIL 'A'
R2

14.50' x 5.00' EASEMENTRECORDED 11/21/2008 ASDOC. NO. 2008-0080139, T.C.R 2' BWE
2' BWE
2' BWE
2' BWE
2' BWE
2' BWE
6' PUE 6' PUE
6' PUE
6' PUE6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
70'E5
20'
10'
10'
10' 10'
1152800 sf.
1022925 sf.
1033492 sf.
1044742 sf. 1063019 sf.1072800 sf.1052914 sf. 1082800 sf.1092800 sf.1102800 sf.1112800 sf.1122800 sf. 1132800 sf.1142800 sf.
1002800 sf.993367 sf.
983177 sf.
974290 sf.
1012800 sf.
1162800 sf.1182800 sf.1172800 sf.1202800 sf.1222800 sf.1212800 sf.1192800 sf.1242800 sf.1253340 sf.1232800 sf.

LOT A9523 sf.
246.16'

40.00' [[40.00']]17.98'
N89°23'27"W 378.07'
382.19' [[382.19']]
N89° 23' 27"W 384.00' 117.31' [[N89° 23' 27"W 117.31']]52'26' 26'
235.00 [[N89° 39' 32"W 235.00']]
N0° 20' 28"E 180.63' [[N0° 20' 28"E 180.63']]
[[N0° 20' 28"E 70.00']]N0° 20' 28"E 70.00'
510.58' [[510.58']]

50.00'
N0°20'28"E 162.64'
442.79' [[442.79']]
N89° 39' 32"W 61.25'
N0° 36' 33"E 70.00' N0° 36' 33"E 80.00'[[N0° 36' 33"E 80.00']]10.00'22.72'N44° 31' 30"W 42.53'[[N44° 31' 30"W 42.53']]

14.04'

16.11'
52'26'26'
N45° 20' 28"E 42.43'[[N45° 20' 28"E 42.43']]

14.14'
N0° 20' 28"E 70.00'[[N0° 20' 28"E 70.00']]

RIGGIN AVENUE

SEDONA AVENUE

GIDDINGS STREET

PAYSON AVENUE

PRESCOTT AVENUE

SOWELL STREET
60'
60'
E1
E2
E3
E1
E4
E4 29'

DUDLEY STREETOAK PARK STREET
N44° 39' 32"W 15.00'
N45° 28' 30"E 15.00'
16171819
15 76
75 74
73 5655 HIGHLAND PARK, UNIT NO. 1VOL. 44 MAPS PG. 76 T.C.R.

N65°27'45"E (R)N60°20'44"E (R)C8
N59°41'31"W (R)N70°55'10"W (R)
N6°24'28"W (R)N29°21'28"W (R)

28.81'21.19'
30'30'
30'30'
29'
E2
E3
N0° 20' 28"E 179.74'
N89° 39' 32"W 530.58'

26.00'

26.00'
N89° 39' 32"W 513.58'105.42' [[105.42']]129.58' [[129.58']] N0° 20' 28"E 233.08' [[N0° 20' 28"E 233.08']]

86.58'192.00'
N0° 20' 28"E 231.29'
192.00' 74.69'

40.58'50.00'50.00'

70.00'70.00'

70.00'70.00'
N89° 39' 32"W 70.00'
N89° 39' 32"W 70.00'
N89° 39' 32"W 70.00'

50.63'

40.00'

50.00'50.00'

40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'30.58'28.28'

40.00'40.00'40.00'40.00'40.00'79.24'

33.40'

50.00'50.58'40.00'70.66' 40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'44.00'59.92' 40.00'36.00'40.00'40.00'40.00' N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00' N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N18° 17' 33"W 62.50' (R) N55° 10' 54"W 79.32' (R)

56.97'
N0° 20' 28"E 70.00'
N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00'N0° 20' 28"E 70.00' N0° 20' 28"E 232.19'

50.00'50.00' 30.31'

30.00'

40.00'

30.06'

40.00'

30.00'30.00'

40.00'

29.41'49.74'

40.00'

50.00'
N0° 20' 28"E 271.02'N0° 20' 28"E 601.65' [N0° 20' 28"E 601.65'] [[N0° 20' 28"E 601.65']] N89° 39' 32"W 70.00'
N89° 39' 32"W 70.00'
N89° 39' 32"W 70.00'
N89° 39' 32"W 59.28'
N63° 52' 27"E 69.12' (R)
N29° 39' 53"E 71.98' (R)N0° 36' 33"E 57.01'N0° 36' 33"E 70.00'N0° 36' 33"E 70.00'N0° 36' 33"E 70.00'N0° 36' 33"E 70.00'N0° 36' 33"E 122.00'70.00' N89° 23' 27"W 2,598.31' [N89° 23' 27"W 2,598.31'] ((EAST 2598.30')) [[N89° 23' 27"W 2,598.31']]

65.35'50.00'40.00'40.00'40.00'40.00'40.00'40.00'34.27'

40.00'

28.87'

43.00'

40.00'

50.00'

69.15' 40.00'40.00'40.00'40.00'40.00'
N0° 20' 28"E 132.73'62.73'

70.00'
N0° 20' 28"E 122.00'
1299.16' [1299.16'] ((1299.15')) [[1299.16']]
649.58' (649.58') [[649.58']]N89° 39' 32"W 1,299.15' (N89° 39' 32"W 1,299.15') [N89° 39' 32"W 1,299.15'] [[N89° 39' 32"W 1,299.15']] N0° 20' 28"E 195.00' [[N0° 20' 28"E 195.00']]
N89° 39' 32"W 140.00'
N89° 39' 32"W 140.00'
N89° 39' 32"W 140.00'

70.00'

40.00' [[40.00']]

70.00'
206.16'
257.98'
110.15'

4.00'
52'26'
26'52'26'
26'

9.42'
C1C2C4C5
C6C7
C9
C10
C11
C12C13
C14C15C16C176.16'
N83°24'31"E (R)
C3
N89° 39' 32"W 116.00' [[N89° 39' 32"W 116.00']]
139.41'
100.00'
140.31'
100.00'
140.06'
52'26'26'
52'26'
26'
N0° 20' 28"E 70.00'
278.58'217.98'R1
853300 sf.843300 sf. 773300 sf.
803333 sf.813293 sf.883270 sf.

BASIS OF BEARINGS
6' BWE
N45° 20' 28"E 28.28'N44° 39' 32"W28.28'
N45° 20' 28"E28.28'
N44° 31' 30"W 28.35'N45° 28' 30"E 28.22'
N44° 31' 30"W 28.35'
N0° 20' 28"E 607.73' [N0° 20' 28"E 607.73'] [[N0° 20' 28"E 607.73']] CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17 DELTA29°59'43"149°59'26"1°21'00"47°16'44"36°53'21"41°24'35"17°56'47"5°07'00"29°59'43"29°58'01"149°39'57"11°13'38"45°12'24"34°12'33"36°04'22"22°57'00"29°58'01" LENGTH26.18'130.89'1.18'41.26'32.19'36.14'15.66'4.47'26.18'26.15'130.61'9.80'39.45'29.85'31.48'20.03'26.15' RADIUS50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00' Radial Table#R1R2R3
BearingN00° 20' 28"ES89° 39' 32"EN00° 36' 33"E
PREPARED BY:

LEGEND
(R)
[ ]
( )
FOUND MONUMENT AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 8163", AND AT ALLLOT CORNERS AND POINTS OF CURVATURESET BRASS DISC FLUSH IN CONC. TAGGED "PLS 8163"SET 3/4" IRON PIPE TAGGED "PLS 8163" 5.00 FEETFROM TRUE CORNER ALONG PROPERTY LINEFOUND 3/4" IRON PIPE TAGGED "PLS 8163"FOUND BRASS DISC FLUSH IN CONCRETE, TAGGEDPLS 8163, PER MAP OF HIGHLAND PARK UNIT NO. 1RECORDED IN VOL. 44 OF MAPS, AT PG. 76, T.C.R.RECORD DATA PER SHANNON RANCH 3, UNITS 13 &14, RECORDED IN VOL. 43 OF MAPS, AT PAGE 77T.C.R. (OR CALCULATED THEREFROM)RECORD DATA PER SHANNON RANCH EAST,RECORDED IN VOL. 40 OF MAPS, AT PAGE 46, T.C.R.(OR CALCULATED THEREFROM)RECORD DATA PER FAIRVIEW PARK NO. 1 (TRACTNO. 260), RECORDED IN VOL. 22 OF MAPS, ATPAGE 11, T.C.R. (OR CALCULATED THEREFROM)RECORD DATA PER MAP OF HIGHLAND PARK, UNITNO.1 RECORDED IN VOL. 44 OF MAPS, AT PG. 76,T.C.R.RADIAL BEARINGLINE INDICATES SUBDIVISION BOUNDARYBLOCK WALL EASEMENTPUBLIC UTILITY EASEMENTEASEMENT/DOCUMENT OF RECORD (( ))
BWEPUE
SHEET 2 OF 2
324 S. SANTA FE ST., STE. AP.O. BOX 7593 VISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215 SITUATED IN A PORTION OF THE SOUTHEAST QUARTER OF SECTION 18,TOWNSHIP 18 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN,IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA HIGHLAND PARKUNIT NO. 2
E#
THE CENTERLINE OF SEDONA AVENUE AS SHOWN ON THE MAPOF SHANNON RANCH 3, UNITS 13 AND 14, RECORDED IN VOLUME43 OF MAPS, AT PAGE 77, TULARE COUNTY RECORDS

BASIS OF BEARINGS
NORTH
0' 60'60'
FD. BRASS DISC FLUSH IN CONCRETE,STAMPED "PLS 8006" AS SHOWN ON PMNO. 4928, RECORDED BK. 50, PG. 33, T.C.R.ACCEPTED AS S1/4 COR. SECT. 18-18/25 FD. BD IN CONC. STAMPED "PLS 8163"PER SHANNON RANCH 3, UNITS 13 & 14 FD. BD IN CONC. STAMPED "PLS 8163"PER SHANNON RANCH 3, UNITS 13 & 14FD. BD IN CONC. STAMPED "PLS 8163"PER SHANNON RANCH 3, UNITS 13 & 14 FD. BD STAMPED "DIV. OF HWYS."IN HWY. WELL, ACCEPTED ASSE COR. SECT. 18-18/25

SEARCHED, NOTHING FOUNDCALCULATED POSITION
[[ ]]
1299.15' [1299.16'] ((1299.15'))
N0° 20' 28"E 132.73'62.73'
N28°59'11"E (R)
N30°20'11"E (R)C3
C1
C4
C2
LOT 106LOT 105
PRESCOTT AVENUEDETAIL 'A'SCALE: 1"=1'
EASEMENT/DOCUMENT LISTE1E2E3E4
RESOLUTION AUTHORIZING ACCEPTANCE OF AN IRREVOCABLE OFFER TO THECITY OF VISALIAPER DOC. REC. 5/2/05 AS DOC. NO. 2005-0045469, O.R.T.C.EXISTING 20' EASEMENT FOR ROAD PURPOSES RECORDED FEBRUARY 28, 1930IN BOOK 363, PAGE 131, O.R.T.C.RESOLUTION AUTHORIZING ACCEPTANCE OF AN IRREVOCABLE OFFER TO THECITY OF VISALIA PER DOC. REC. 3/26/07, AS DOC. NO. 2007-0028982, O.R.T.C.RESOLUTION AUTHORIZING ACCEPTANCE OF AN IRREVOCABLE OFFER TO THECITY OF VISALIA PER DOC. NO. 2007-0103603, O.R.T.C.RESOLUTION AUTHORIZING ACCEPTANCE OF AN IRREVOCABLE OFFER TO THECITY OF VISALIA PER DOC. NO. 2007-0103603, O.R.T.C.E5 NORTH
130.90'
TSM 5509
360
361
362
363
364
365
366
367
368
369
370
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372
Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 22-0163 Agenda Date: 4/18/2022 Agenda #: 9.

Agenda Item Wording:

Authorization for staff to accept Congestion Mitigation and Air Quality (CMAQ) in the amount of $1,750,000 from Tulare Council Association of Governments TCAG to purchase electric buses.

Deadline for Action: 5/1/2022
Filing deadline for CMAQ funding.

Submitting Department: Administration - Transit
Contact Name and Phone Number:

Staff is recommending that City Council authorize staff to accept CMAQ funds in the amount of $1,750,000 from Tulare Council Association of Governments TCAG for the future purchase of electric buses. The accepted CMAQ funds will be used at a future date when staff brings the next round of bus replacements to City Council for future action.

Background Discussion:

Congestion Mitigation and Air Quality (CMAQ) funds became available from Tulare County Association of Governments (TCAG) recently in the amount of $1,750,000. These funds were originally obligated for the Santa Fe Cycle Track project, but funds could not be obligated by May 2022 for construction. Transit was seeking additional funding for future purchases of Battery Electric Buses (BEB) when TCAG reached out with the CMAQ funding opportunity. The funding is planned for the purchase of additional BEB at a future Council date, in accordance with Transit’s Fleet Replacement Plan. Staff will return to City Council for appropriation and authorization to procure/replace the next two buses identified in the vehicle replacement program.

The City’s current CIP for fixed route bus purchases has available funding in the amount of $3,866,784 from CMAQ, 5339, and LTF for currently planned bus purchases. The CMAQ fund of $1,750,000, if approved by City Council for staff to accept, will increase the available funding to $5,616,784. Should City Council approve request herein, the remaining budget within CIP VH0135 will be $3,403,117. These remaining funds will be used for the purchase of additional BEBs and will be brought back to council for approval at a future date. Staff is not certain if these funds will allow two or three buses to be purchased due to the inflation and increase cost seen across the nation.

Fiscal Impact:

Approval by City Council of CMAQ for staff to accept funding in the amount of $1,750,000, the total budget amount for the City’sbus purchase CIP will increase to $5,616,784. The funds are planned Visalia City Council Printed on 4/15/2022Page 1 of 2
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File #: 22-0163 Agenda Date: 4/18/2022 Agenda #: 9.
budget amount for the City’sbus purchase CIP will increase to $5,616,784. The funds are planned for the purchase of additional buses at a future date, in accordance with the fleet replacement plan.

Prior Council Action:

None.

Other:

None.

Alternatives:

Council can choose to reject funding which will delay the fleet replacement schedule and require additional local funds on future orders.

Recommended Motion (and Alternative Motions if expected):

I move to approve staff to accept CMAQ funding in the amount of $1,750,000 from TCAG for the purchase of future buses.

Environmental Assessment Status:

None.

CEQA Review:

None.

Attachments:

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Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 21-0639 Agenda Date: 4/18/2022 Agenda #: 10.

Agenda Item Wording:
1) Award RFP-21-22-26 to AmeriNational Community Services, LLC (dba: AmeriNat), and 2) Authorize the City Manager, or their designee, to negotiate and execute a 3-year contract agreement to manage the City of Visalia Housing Loan Portfolio from Fiscal year (FY) 2022-2023 through FY 2024-2025, not to exceed Eighty-Five Thousand Two Hundred Dollars ($85,200).

Deadline for Action: 4/18/2022
Submitting Department: Finance and Technology Services
Contact Name and Phone Number: Margie Perez, Housing Specialist, 713-4460, [email protected] <mailto:[email protected]>; Melody Murch, Assistant Finance Director, 713-4379, [email protected] <mailto:[email protected]>; Renee Nagel, Finance Director, 713-4375, [email protected] <mailto:[email protected]> Department Recommendation:

Staff recommends that Council:

1. Award RFP-21-22-26 to AmeriNat; and

2. Authorize the City Manager or their designee to negotiate and execute a 3-year contract agreement, not to exceed $85,200, to manage the City of Visalia Housing Loan Portfolio for the period of July 1, 2022, through June 30, 2025.

Background Discussion:

The City released Request for Proposals 21-22-26, (RFP 21-22-26) requesting a detailed proposal from a company, firm, or corporation with experience in loan portfolio management, underwriting, monitoring, and other loan program services for the City of Visalia’s Affordable Housing Programs for a three-year contract period from FY 2022-2023 through FY 2024-2025. The RFP remained open from January 25, 2022, through February 23, 2022. A public notice to solicit the RFP was published in the Visalia Times Delta on January 25, 2022, and February 1, 2022. A public notice was also posted on the City’s website, the Central Valley Purchasing System “BidNet”, and on the Kings Tulare Homeless Alliance listserv on February 4, 2022, to over 330 recipients.

The City of Visalia Finance Department and Housing Division administers the City of Visalia Housing Loan Portfolio. The Housing Loan Portfolio consists of low-and moderate-income single family housing loans, including First Time Homebuyer or Owner-Occupied Rehabilitation loans funded by Federal and/or State grants such as Community Development Block Grant (CDBG), HOME Investment Partnership Program (HOME), Neighborhood Stabilization Program (NSP) funds through the U.S. Department of Housing and Urban Development (HUD), CalHome funds from California Department of Housing Community Development (HCD), and local Redevelopment Successor Agency Housing (SAH) funds. Additional information regarding the City’s Housing Loan Portfolio can be found in Attachment A - COV Housing Loan Policy.

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File #: 21-0639 Agenda Date: 4/18/2022 Agenda #: 10.

The City of Visalia Housing Loan Portfolio currently consists of 167 open loans, of which 156 loans are currently managed by AmeriNat, and 11 loans by Habitat for Humanity, as shown below in Table 1: Open City Housing Loans.

Table 1: Open City Housing Loans
AmeriNat Loans 156
Habitat for Humanity Loans11
Total Open City Housing Loans167
Estimated Available Funds
The estimated available funds for loan management services are $27,000 for the first year and then increased by 5% each year for a total of $85,200, during the three-year contract period from FY 2022 -2023 through FY 2024-2025 as shown below in Table 2: Loan Servicing Estimated Available Funds.

These funds are included in the housing administration budget and do not require a separate appropriation.

Table 1: Loan Servicing Estimated Available Funds
Year Increase Total
First Year FY 2022-2023 $ 27,000
Second Year FY 2023-20245% 28,400
Third Year FY 2024-20255% 29,800
Total $ 85,200
Proposals Received
The City took several steps to solicit RFP-21-22-26 by published a public notice in the Visalia Times Delta on January 25, 2022, and February 1, 2022. A public notice was also posted on the City’s website, the Central Valley Purchasing System “BidNet”, and on the Kings Tulare Homeless Alliance listserv on February 4, 2022, to over 330 recipients. Potential organizations were also notified directly via email. However, the City only received one proposal from AmeriNat which is included here as Attachment B: AmeriNat Proposal Visalia RFP 21-22-26. The evaluation committee reviewed and scored the proposal to evaluate AmeriNat’s qualifications and approach were acceptable. Based upon the overall score, the evaluation committee recommends to award RFP-21-22-26 to AmeriNat for the management of the City of Visalia Housing Loan Portfolio for a three-year contract period, from FY 2022-2023 through FY 2024-2025 for an amount not to exceed Eighty-Five Thousand Two Hundred Dollars.

Contract Agreement
The three-year contract period from FY 2022-2023 through FY 2024-2025 will include all 167 open housing loans currently managed by both AmeriNat and Habitat for Humanity, as well as any new First Time Homebuyer and Owner-Occupied Rehabilitation housing loans. As a result, the 11 loans currently serviced by Habitat for Humanity will be transferred to AmeriNat to service following the new executed contract agreement in FY 2022-2023.

AmeriNat
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File #: 21-0639 Agenda Date: 4/18/2022 Agenda #: 10.

AmeriNat has been managing the City of Visalia Housing Loan Portfolio since 2001. AmeriNat currently oversees Visalia’s portfolio of 156 loans with a current value of over $4 Million Dollars.

AmeriNational provides these same services to over 250 clients, such as, City of Bakersfield, Fresno County, Los Angeles HCD for LA, City of San Jose, City of Stockton, City of Sacramento, City of Richmond, and City of Santa Ana. AmeriNat specializes in services for local government agencies who utilize CDBG, HOME, NSP, CalHome, and SAH Federal and State funded programs.

AmeriNat offers experienced loan processing, underwriting services, monthly loan payment services, loan modifications, income re-certifications, and loan documentation preparation. In accordance with the loan document requests, AmeriNat shall prepare and forward the following documents, for the City’s execution: Deeds of Trust; Promissory Notes; Truth in Lending Disclosure Statements; Requests for Notice of Default and Sales; Notices of Right to Cancel; Control Instructions; Declarations of Covenant, Conditions, and Restrictions; and other documents as agreed to with the City.

AmeriNat will provide loan servicing for amortized and deferred loans. AmeriNat loan servicing will include collection and remittance of payments, payment of property taxes, insurance monitoring, property condition profiles, and annual residency verifications. AmeriNat will also provide loss mitigation services to minimize delinquencies. Upon the City’s request, AmeriNat may assist with requests for subordination, loan assumptions, and short sales. AmeriNat will also provide reports designed to meet the City’s objectives and funding source requirements.

Fiscal Impact:

Contract payments (not to exceed $85,200, over 3 years) will make use of administration funds from the City’s Community Development Block Grant (CDBG), HOME Investment Partnership Program (HOME), and Successor Agency Housing (SAH) fund. These funds are appropriated as part of the housing budget and no separate appropriation is necessary for the execution of this contract.

Prior Council Action: None
Other: None
Alternatives: None
Recommended Motion (and Alternative Motions if expected):

Staff recommends that Council:

1. Award RFP-21-22-26 to AmeriNat; and

Environmental Assessment Status: N/A
CEQA Review: N/A
Attachments:

Visalia City Council Printed on 4/15/2022Page 3 of 4
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File #: 21-0639 Agenda Date: 4/18/2022 Agenda #: 10.
· Attachment A - COV Housing Loan Policy
· Attachment B - AmeriNat Proposal Visalia RFP 21-22-26 Visalia City Council Printed on 4/15/2022Page 4 of 4
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City of Visalia
Housing Loan Policy
Fiscal Years 2022-2023 through 2024-2025

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Introduction:

The City of Visalia Finance Department and Housing Division administers the City of Visalia Housing Loan Portfolio. The Housing Loan Portfolio is comprised of low-and moderate-income housing loans funded by Federal and/or State grants, including Community Development Block Grant (CDBG) and HOME Investment Partnership (HOME) funds through the U.S. Department of Housing and Urban Development (HUD), and Redevelopment Successor Housing Agency (SAH) funds by the City of Visalia. The purpose of the Housing Loan Policy is to provide the City of Visalia with a standard operating procedure for collection and maintenance to ensure compliance with applicable Federal, State, and City regulations.

The City is an equal opportunity organization and does not discriminate on the basis of race, color, religion, sex, national origin, handicap, or familial status.

Contact Information:

The City of Visalia
Finance Department – Housing Division
707 West Acequia Avenue
Visalia, CA 93291
Email: [email protected]
Phone: (559) 713-4460
Website: www.visalia.city

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Table of Contents
Loan Maintenance ........................................................................................................................................ 4 Loan Set-ups .............................................................................................................................................. 4 Loan Pay-off Quotes .................................................................................................................................. 4 Death of the Borrower(s) .......................................................................................................................... 4 Assumption of Loans ................................................................................................................................. 4 Income Certification .................................................................................................................................. 5 Subordination Requests ............................................................................................................................ 5 Short-Sale Request .................................................................................................................................... 5 Foreclosure by other Lien Holders ............................................................................................................ 6 Loan Monitoring ........................................................................................................................................... 6 Compliance Review ................................................................................................................................... 6 Affidavits of owner ................................................................................................................................ 7 Property Conditions .............................................................................................................................. 7 Review of loans for changes in title ...................................................................................................... 7 Property Taxes ...................................................................................................................................... 7 Insurance ............................................................................................................................................... 7 Income Re-certification ......................................................................................................................... 7 Delinquencies ............................................................................................................................................... 8 Accounts 0-90 days delinquent ................................................................................................................. 8 New Delinquent Borrower .................................................................................................................... 8 Delinquency/Default Letters ................................................................................................................. 8 Due Diligence Phone Calls ..................................................................................................................... 8 Confirmation Letters ............................................................................................................................. 8 Remedies Available ................................................................................................................................... 9 Immediate Payment .............................................................................................................................. 9 Hardship Forbearance ........................................................................................................................... 9 Hardship Deferral .................................................................................................................................. 9 Delinquencies 90+ days .......................................................................................................................... 10 Recommendation to Foreclose ........................................................................................................... 10 Loans currently 90+ days delinquent ...................................................................................................... 11

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Loan Maintenance
Loan Set-ups
New housing loans are set up for servicing by the City’s Loan Service Provider (Loan Servicer).

The City will include the requirement to process loan setups in any housing loan program contract. The Contractor(s) operating each individual City loan program will forward set up forms and necessary documentation to the Loan Servicer for loan maintenance. Income certification and affordable loan payments will be governed by this policy.

Loan Pay-off Quotes
City Housing Loan borrowers may request a payoff-quote by contacting their current Loan Servicer or the Finance Department, Housing Division at [email protected]. Agents of the borrower (escrow companies, real estate agents, lending institutions, etc.) may also request a payoff quote on behalf of a borrower, by providing a release signed by the borrower. All payoff quotes must be approved by the City of Visalia. When contacted directly, the Housing staff will contact the Loan Servicer to obtain a pay-off quote for review and approval. The City Manager, and their designee(s) have the authority to approve pay-off quotes. A memo signed by the City Manager and designating approval authority is kept on file by the Housing Division. Approved pay-off quotes will be forwarded to the requesting entity within seven (7) calendar days of the request date.

Death of the Borrower(s)
Upon the death of all borrowers on a particular loan, payment to the City must continue to avoid foreclosure proceeding on the property. It is the responsibility of the executor of the estate, or a representative of the probate court to contact the Loan Servicer to discuss temporary payment arrangements. Heir(s) may choose to pay off any loan balance, or request assumption of the city loan.

Assumption of City loans on the property will be governed by the terms and conditions recorded in the documents for each individual loan. For more information, please refer to the Assumption of Loans section below.

Assumption of Loans
The ability to assume existing loans is governed by the funding source, original loan terms, and conditions recorded within each individual loan agreement. Borrowers or authorized representatives of a borrower’s estate may request a review of the loan documents to determine the options available by contacting the Finance Department, Housing Division at [email protected]. Eligible heir(s) that request an assumption of the City loan will be required to complete an income certification, which will determine eligibility for an assumption. 382

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Income Certification
All City loan applicants must have household incomes at or below the eligible area median income (AMI) limit, adjusted for household size, as published by HUD each year in accordance with each funding source, loan terms, and recorded conditions. Household income will be verified by reviewing and documenting tax returns, copies of wage receipts, subsidy checks, bank statements and third-party verification of employment forms sent to employers. All documentation shall be dated within six months prior to loan closing date. All information submitted will be kept in the applicant file and held in strict confidence. The projected annual gross income of the applicant household will be used to determine whether they are above or below the published HUD income limits.

Subordination Requests
It is the intent of the City to provide continued affordability of units that have existing housing loans from the City of Visalia. The City has set forth the following policy for the subordination of the City’s position as a second (or third) Deed of Trust holder.

Requests for subordination must meet all the following conditions:
• City loan is in good standing; and
• Borrower is refinancing the first mortgage to a lower interest rate; and • No deferred balloon payment is included; and
• The borrower is not receiving any cash out; and
• The home will remain owner occupied; and
• Only the amount of the lien’s superior to the City’s position are being refinanced; and • The total debt to equity ratio will not exceed 95% of the appraised property value.* The City will evaluate and approve or deny the subordination within 21 days of receipt of a completed subordination request package.
*The following is a list of the documents required by the City for consideration of a subordination request:
• Estimated Closing Statement
• New Deed of Trust
• Current Preliminary Title Report
• Current Property Appraisal

Upon approval of a requested subordination, the borrower will provide the City with the necessary documents and information for execution at the borrower’s expense.

Short-Sale Request
The City will provide a request for short-sale form to a borrower seeking City approval of a short sale. This form must be completed, and all information requested on the form provided. All short sales will be considered on an individual basis.
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If a short sale request is denied, the borrower will be notified of their option to appeal the decision to the Department Head. If a short sale request is approved, a reduced payoff demand will be prepared. When recapture provisions exist, short sale proceeds will be distributed in accordance with the original loan documents.

Foreclosure by other Lien Holders
If a foreclosure occurs on the first mortgage, the property may be sold at auction for the amount owing on the first mortgage, and the holders of any other deeds recorded on the property may lose their investment, depending upon the actual sale price. There are three possible options for the City to receive repayment of their loan amount then this occurs.

1. The borrower may attempt to sell the property before it is foreclosed upon. The City may received full or partial repayment of the City loan.

2. The City may choose to purchase the property at auction, using the Loan Purchase Program. The property would then be sold at fair market value, and the City loan would be recovered through the proceeds of sale.

3. If a property securing a City housing loan will be auctioned, the City may submit a claim for excess proceeds from the sale of the tax-defaulted property, also known as a “Proof of Claim” to the County of Tulare Treasurer-Tax Collector to claim any proceeds from the sale in excess of the first mortgage. It may take up to two (2) years for the City to receive any proceeds from the sale. By law, the County cannot begin processing claims until one year has passed from the date of the recordation of the deed to the purchaser (See page 7, Tax Auction Notice for additional information).

Loan Monitoring

Compliance Review
The City, as an entitlement community, receives Community Development Block Grant (CDBG) and HOME Investment Partnership (HOME) funds through the U.S. Department of Housing and Urban Development (HUD). CDBG funds are mandated to benefit low- and moderate-income persons, and HOME funds can only be used to provide housing for low- and moderate-income persons.

Each of the funding sources used by the City to provide housing loans comes with federal or state requirements attached. To ensure compliance with these requirements, the City requires borrowers to sign owner's participation agreements, and/or affordability agreements to participate in the City's housing loan programs. Each borrower receives a copy of all agreements at the time of signing. Any borrower needing a duplicate copy of agreements they have signed, may request them by contacting the City. The City performs the following compliance reviews. 384

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• Affidavits of owner - Annually each borrower will receive an affidavit of owner in the mail. The borrower will be requested to sign this form, stating that they are following all conditions of their loan agreements. Borrowers who fail to return the affidavit of owner will be referred to the Code Enforcement program to receive an on-site inspection (see below).
• Property Conditions – Annually city staff will drive by each loan property, noting the property's general appearance and condition to ensure Housing Quality Standards are maintained. Any property that appears to be poorly maintained will be referred to the City's Code Enforcement and Building Inspection Department for an Inspection. The City will follow up on any violations of Owner's Participation Agreements (OPA's), requiring correction of any material violations. Material violations which are not repaired within 90 days of the City's written notification will cause the City to declare the loan on that property in default, with payment due in full immediately. The Code Enforcement and Building and Safety department will follow up on any Code violations found in accordance with code enforcement procedures.
• Review of loans for changes in title - Each loan held by the City will be reviewed annually to ensure that title has not been transferred away from the signer of the City's note. Each loan appearing on the delinquency list will be reviewed monthly for changes in title. Transfer of title may be a violation of loans terms and may result in the City declaring the loan to be in default, with payment in full due immediately. Borrowers who have made changes in title in violation of the City's loan terms will be given a reasonable amount of time (not to exceed 90 days) to return Title to the signer of the City's loan. • Insurance – The Loan Servicer shall monitor current homeownership insurance. The Loan Service Provider shall provide force place insurance if needed. The City is notified of the cancellation of insurance on any monitored loan property. If necessary, the Loan Servicer can maintain an impound account on any loan to ensure the timely payment of insurance premiums.
• Property Taxes - The holder of the 1st trust deed on the property monitors property taxes on homebuyer's assistance (HAP) loans. The City may request tax monitoring on an individual HAP loan if the need arises. The City is notified of any delinquent property tax on monitored loan properties. If necessary, the Loan Servicer will be requested to maintain an impound account on any loan to ensure the timely payment of property tax. o Tax Auction Notice – The City will annually monitor the County of Tulare Notice of Property Tax Delinquency and Impeding Tax Default Properties and Tax Auction Notice of Sale Publication to confirm if any City housing loans will be auctioned by the County of Tulare Treasurer-Tax Collector. • Income Re-certification - As needed, the City is required to complete an income re- certification form to determine the continued income eligibility of borrowers who have received deferred loans. The income re-certification also establishes an affordable 385

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Visalia City CouncilApril 18, 2022

Visalia City Council
April 18, 2022