Agenda packet — Shafter City Council, November 5, 2024 (part 3 of 4)

REF.

LEGEND
MINIMUM 30"X48" WHEELCHAIR CLEAR SPACE

WALL SIGNAGE, SEE AND
MINIMUM 60" DIAMETER WHEELCHAIR TURN

AROUND SPACE
TRD-U

FIRE EXTINGUISHER & CABINET, SEE
F.E.C.
4 / A801
7 / A802

CARD READER REFERENCE, SEE ELECTRICAL
16 / A801
CR

DASHED LINE INDICATES WHICH WALLS WILL

EXTEND FULL HEIGHT
AA
BB
CDEFG
G
HH
223344556677889911
5 A400
6 A400

STORAGE
118

ARMORY/ STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

RECORDS
119 INTERVIEW
104

JANITOR
105
SHOWER
106

RESTROOM
107

DATA/ TELECOM
108

WELLNESS
109

ELECTRICAL
110

BREAK ROOM
132

CITY OFFICES
135

PUBLIC SERVICE
137

COPY ROOM
136

STORAGE
134
OFFICE
133

LIBRARY WORK
ROOM
130

LIBRARY
127

COMMUNITY ROOM
126

LIBRARY OFFICE
129

TABLE & CHAIR

STORAGE
128

CITY ANNEX LOBBY
122
MEN
123
WOMEN
124

POLICE LOBBY
101

LIVESCAN
103

CUSTODIAN
125
7 A400

RESTROOM
102
HALL
121
113B 121B 110A
132C
130A
126B
118A
117A
116A
111A 109B
108A
107A
106A
105A
121A
133A
134A
137A 126A
125A
123A 124A
128A
132B 129A
131A
102A
103A
AAA
AA
AA
B
A-1
A-1
E
D
F.E.C
F.E.C.

F.E.C.

TE-1
TE-1
TE-2 TE-2
TE-2 TE-2 TE-2
TE-1
TE-1
ALS RC
TE-2
TRD-U
TRD-U
ALS

RESTROOM
131
NS-1
NS-1
TE-1
A210 6
A210
16 AAA
AAAA
AAAA
A210 8
115A
114A
113A
112A 109A
C
FFFFF
101A
127B
132A
CR CR
CR
CR
CR
CR
CR
CR
CR
CR CR
A210 7
CR
CR
104A
CR
CR
CR
CR

10.84 12.22

11.11 12.22

12.22 11.11

22.04 8.32

6.21 6.23

6.23 6.21

6.22 6.23

6.21 22.11

6.02 127A
H
G
G
GG
G
J
122A

TRD-M TRD-W
TRD-U
F.E.C.

F.E.C.

F.E.C. F.E.C.

10.84 TE-1
TE-2 TE-2 TE-2
TE-1
KKKK

6.02 6.02

22.16 6.26
NS-1
NS-1
NS-1
TRD-U
CR
KEYNOTES 00.00

GENERAL NOTES
A. FOR TYPICAL ACCESSIBLE TOILET ROOM FIXTURE AND ACCESSORY

MOUNTING HEIGHT AND CLEARANCES, SEE
B. FOR TYPICAL CASEWORK ANCHORAGE , SEE
C. FIRE EXTINGUISHERS TO BE 2A: 10B:C MIN. PER NFPA 10, ONE FOR EVERY 3,000 S.F. OR PORTION THEREOF & TRAVEL DISTANCE NOT TO EXCEED 75'-0".

D. ALL DIMENSIONS TO FACE OF STUD, U.N.O.

E. TYP. INTERIOR WALL FINISH FOR STUD WALLS: 5/8" TYPE 'X' GYP. BD., WATER RESISTANT TYPE IN RESTROOMS WHERE LOCATED WITHIN 2'-0" OF THE FRONT AND/OR SIDES OF PLUMBING FIXT. GYP. BD. APPLICATION SHALL COMPLY w/ CBC SECTION 2508. GYP. BD. SHALL BE FASTENED TO SUPPORTS w/ SCREWS.

F. FOR ACCESSIBLE DOOR MANEUVERING CLEARANCES, SEE
G. FOR TYPICAL ACCESSIBLE SINK KNEE SPACE, SEE
H. LAYOUT SHOWN IS PROVIED AS BRIDGING DOCUMENT FOR USE WHEN MODULAR BUILDING MANUFACTURER DEVELOPS PLANS FOR SUBMITTAL.

J. SEE A000 FOR TYPICAL SYMBOLS.

K. SEE A300 FOR EXTERIOR ELEVATIONS.

L. SEE A900 SERIES FOR INTERIOR ELEVATIONS.
2 / A800
2 / A802
4 / A800
3 / A802

WALL LEGEND
2X4 @ 16" O.C. WITH BATT INSULATION
2X4 @ 16" O.C. W/ UL 752 LEVEL 8 BULLET RESISTANT
PANELS
2X6 @ 16" O.C. WITH BATT INSULATION
DOUBLE WALL 2X6 @ 16" O.C. WITH BATT INSULATION. SEE
ELEVATIONS A300 FOR FINISHES
6 / A802
KEYNOTE FLOOR PLAN 1/8" = 1'-0"
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ETER INC
ETER
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

Teter, Inc. expresslyreserves its common lawcopyright and other plans. This document, theideas and designsincorporated herein, as aninstrument of professionalservice, is not to be usedin whole or in part, forany other project withoutprior written authorization. 1/6" 1/4" 1/2" 1" 2" 3"
0"

NOT FOR

CONSTRUCTION
10/4/2024 4:22:56 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A201
CITY OF SHAFTERKEYNOTE FLOOR PLAN 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

6.02 2X WOOD FRAMED INTERIOR WALL. EXTEND TO UNDERSIDE OF ROOF STRUCTURE. SEE REFLECTED CEILING PLAN FOR ALL
FULL-HEIGHT WALLS.

6.21 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

6.22 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

AND BACKSPLASH

6.23 PLASTIC LAMINATE UPPER CABINET

6.26 PLASTIC LAMINATE COUNTER TOP, SEE INTERIOR ELEVATIONS

8.32 LEVEL 8 BULLET-RESISTANT TRANSACTION WINDOW

10.84 ENTRANCE CANOPY ABOVE (SHOWN DASHED)

11.11 SPACE FOR COPIER (OFOI), PROVIDE POWER AND DATA PER

ELECTRICAL

12.22 SYSTEMS FURNITURE BY OWNER

22.04 ACCESSIBLE HIGH-LOW DRINKING FOUNTAIN, SEE

22.11 WATER HEATER ABOVE ON PLATFORM, SEE PLUMBING

22.16 COUNTER MOUNTED SINK, SEE PLUMBING DRAWINGS

PROJECT NORTH NORTH

Page 232 of 395 ends

A
A
BB
CDEFG
G
HH
2 33
445566778899
11 5
A400
6 A400
F.E.C.

F.E.C.

F.E.C.
120' - 0"
84' - 0"
MEN
123
WOMEN
124

CUSTODIAN
125

CITY ANNEX LOBBY
122

COMMUNITY ROOM
126

LIBRARY
127

TABLE & CHAIR

STORAGE
128

LIBRARY OFFICE
129

LIBRARY WORK
ROOM
130

BREAK ROOM
132
OFFICE
133

STORAGE
134

COPY ROOM
136

CITY OFFICES
135

PUBLIC SERVICE
137

ELECTRICAL
110

WELLNESS
109

DATA/ TELECOM
108

RESTROOM
107
SHOWER
106

JANITOR
105

INTERVIEW
104

LIVESCAN
103

POLICE LOBBY
101

STORAGE
118

ARMORY/ STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

RECORDS
119
HALL
121
7 A400

RESTROOM
102
72' - 0"
5' - 4"
22' - 0" 26' - 0" 48' - 0"
5' - 3"
113B 121B 110A
132C 130A
126B
118A
117A
116A
111A
109B
108A
107A
106A
105A
121A
133A
134A
137A 126A
125A
123A 124A
128A
129A
132B
131A
102A
103A
132A
128F 128G
AAA
AAAA
B
A-1
A-1
E
D
AAAAAA
8' - 7"
AAAA
A

RESTROOM
131
13' - 8" 10' - 5" 10' - 2" 5' - 4"
48' - 0" 72' - 0"
12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 13' - 8" 8' - 4" 12' - 3" 5' - 4" 8' - 5" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 24' - 0"
3' - 7" 5' - 0" 3' - 5" 3' - 7" 5' - 0" 3' - 7" 5' - 0" 3' - 5" 2' - 4" 9' - 8" 1' - 7" 6' - 5" 10' - 5" 0' - 6" 11' - 6" 12' - 0" 8' - 0" 39' - 5" 12' - 7" 12' - 0"
4' - 5" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 5' - 0" 5' - 10" 6' - 0"
1' - 10"
3' - 5" 7' - 0" 2' - 9" 9' - 3" 6' - 0" 6' - 0" 5' - 1" 6' - 11" 4' - 3" 12' - 9" 8' - 11" 6' - 0" 4' - 2" 7' - 10" 6' - 0" 6' - 4"
5 - 2" 15' - 0"
5' - 6"
4' - 6" 3' - 10" 6' - 0" 6' - 3"
127B
115A
114A
113A
112A
109A
C
FFFFF
7' - 5 1/2"
2' - 8 1/2"
3' - 7" 1' - 9" 4' - 0" 4' - 5"
6' - 9"
9' - 9" 8' - 9" 11' - 10" 5' - 11"
12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"
120' - 0"
12' - 9" 11' - 0" 14' - 8" 5' - 8" 3' - 10" 13' - 7" 10' - 6" 104A
101A
127A
H
J
3' - 5" 6' - 3" 5' - 9"
122A
18' - 0"
1' - 10" 7' - 2" 6' - 4" 2' - 2" 6' - 1" 2' - 2" 4' - 5" 2' - 4" 6' - 8" 5' - 5" 6' - 9" 1' - 5" 1' - 10 1/2"
7' - 8" 9' - 3" 12' - 0"
12' - 0 1/2" 11' - 10 1/2" 3' - 0" 5' - 0" 3' - 0" 30' - 11 1/2" 3' - 0" 0' - 8" 13' - 6 1/2" 84' - 0"
F.E.C.

F.E.C.

F.E.C. F.E.C. 0' - 8" 1' - 8 1/2"
7' - 10"
0' - 10"
8' - 5"
6' - 5"
1' - 4"
3' - 2" 8' - 10"
6' - 8" 5' - 7" 4' - 4" 7' - 8"
2' - 6"3' - 1" 3' - 2" 4' - 6" 5' - 5" 4' - 3" 6' - 3" 5' - 9" 3' - 5" 6' - 9" 3' - 8" 6' - 9" 3' - 5"
----
----
----
----
LEGEND
MINIMUM 30"X48" WHEELCHAIR CLEAR SPACE

WALL SIGNAGE, SEE AND
MINIMUM 60" DIAMETER WHEELCHAIR TURN

AROUND SPACE
TRD-U

FIRE EXTINGUISHER & CABINET, SEE
F.E.C.
4 / A801
7 / A802

CARD READER REFERENCE, SEE ELECTRICAL
16 / A801
CR

DASHED LINE INDICATES WHICH WALLS WILL

EXTEND FULL HEIGHT

GENERAL NOTES
A. FOR TYPICAL ACCESSIBLE TOILET ROOM FIXTURE AND ACCESSORY

D. ALL DIMENSIONS TO FACE OF STUD, U.N.O.

J. SEE A000 FOR TYPICAL SYMBOLS.

K. SEE A300 FOR EXTERIOR ELEVATIONS.

L. SEE A900 SERIES FOR INTERIOR ELEVATIONS.
2 / A800
2 / A802
4 / A800
3 / A802

WALL LEGEND
2X4 @ 16" O.C. WITH BATT INSULATION
2X4 @ 16" O.C. W/ UL 752 LEVEL 8 BULLET RESISTANT
PANELS
2X6 @ 16" O.C. WITH BATT INSULATION
DOUBLE WALL 2X6 @ 16" O.C. WITH BATT INSULATION. SEE
ELEVATIONS A300 FOR FINISHES
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PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:06 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A202
CITY OF SHAFTERDIMENSIONED FLOOR PLAN 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
DIMENSION FLOOR PLAN 1/8" = 1'-0"
8 PROJECT NORTH NORTH

Page 233 of 395 ends

REF.

KEYNOTES 00.00

WALL LEGEND
2X4 @ 16" O.C. WITH BATT INSULATION
2X6 @ 16" O.C. WITH BATT INSULATION
DOUBLE WALL 2X6 @ 16" O.C. WITH BATT INSULATION. SEE
ELEVATIONS ON A300 FOR FINISHES
AA
BB
CC
789
7 A400
CLR.
5' - 0" MIN.
34" MIN.
4" MAX.
34" MIN. 4" MAX.
2' - 11" 2' - 11"
MEN
123
WOMEN
124
123A 124A
8' - 0" 3' - 11"

22.06 8' - 0" 3' - 6 1/2"

22.02 22.01

22.03 22.02

22.01 22.02

22.04 126A
125A

TRD-M TRD-W
5' - 0"
5' - 0"

10.59 10.59
5' - 0 1/2"
5' - 0 1/2"
5' - 0"
TE-1

22.17 22.17
KKKK
ALS RC

10.48 10.49

10.53 10.44

10.41 10.43

10.53 10.41

10.48 10.43

10.41 10.49

10.41 10.43

10.44 22.11

10.52 10.52
ABCDE
33 3' - 0" 2' - 8" 2' - 4" 3' - 0" 14' - 11"
CLR.
60" MIN. 2' - 5" 30" MIN.

TE-2
TE-1
NS-1
17" MIN.
18" MAX.

CLR.
26"
17" MIN.
18" MAX.
1' - 5"
104A
105A
106A

RESTROOM
102

LIVESCAN
103

INTERVIEW
104

JANITOR
105
SHOWER
106
HALL
121

POLICE LOBBY
101
8' - 5"

RESTROOM
107
17" MIN.
18" MAX. CLR.
18"
9' - 2" 8' - 6" 8' - 3" 6' - 7" 12' - 1" 8' - 2"
F.E.C.

22.11 5.71

22.06 22.01

22.02 22.03

22.02 22.02

22.01 22.03
103A
102A
107A
CR
C
4' - 11 1/4"
18" CLR.

CLR.
30" MIN.

TRD-U
TRD-U
TRW-U
TRW-U
TRD-U
TRW-U

22.17 22.17
TE-2
TE-2

10.49 10.41

10.41 10.53

10.43 10.44

10.48 22.01

10.44 10.41 10.43 10.53

10.49 10.48

10.41 10.49

22.19 10.52

10.52 10.52
5' - 0"
MIN.
56"
5' - 0"
MIN.
56"
GG
HH
2233
5 A400
6 A400
9' - 3" 12' - 0"
3' - 0"
0' - 8"
14' - 0"

WELLNESS
109

ELECTRICAL
110
HALL
121
109A 109B
121B 110A
F.E.C.

11.15 6.23

BREAK ROOM
111

OFFICER

WORKSTATIONS
120
111A
A
TE-1
CR CR
CR CR

26.02 26.05

6.22 6.22

22.16 TYP.

22.16 TE-2
FF
GG
334455
5 A400
CR
8' - 7"

BREAK ROOM
132 RESTROOM
131
CLR.
23"
CLR.
12"
18" MAX
17" MIN.

11.15 22.02 22.01
AA
132C
109B
131A
132B

6.23 F.E.C.
15' - 1 1/2"
TE-1
CR

6.22 TRD-U
4' - 9"

22.16 TE-2

10.48 10.41 10.49

10.43 10.41

10.44 10.52
MIN.
5' - 0"
56"
6 / A802
LEGEND
MINIMUM 30"X48" WHEELCHAIR CLEAR SPACE
WALL SIGNAGE, SEE SHEET A801
MINIMUM 60" DIAMETER WHEELCHAIR TURN

AROUND SPACE
TRD-U

FIRE EXTINGUISHER & CABINET, SEE
F.E.C.
7 / A802

CR CARD READER REFERENCE, SEE ELECTRICAL
MINIMUM 30"X48" WHEELCHAIR CLEAR SPACE WITH

PARALLEL APPROACH

COUNTER
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A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:11 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A210
CITY OF SHAFTERENLARGED FLOOR PLANS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

5.71 ROOF ACCESS LADDER

6.22 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

AND BACKSPLASH

6.23 PLASTIC LAMINATE UPPER CABINET

10.41 GRAB BAR

10.43 TOILET PAPER DISPENSER, SEE INTERIOR ELEVATIONS

10.44 SEAT COVER DISPENSER, SEE INTERIOR ELEVATIONS

10.48 COMBINATION TOWEL DISPENSER AND WASTE RECEPTACLE

10.49 SOAP DISPENSER, WALL MOUNTED, SEE INTERIOR ELEVATIONS

10.52 MIRROR, SEE INTERIOR ELEVATIONS

10.53 SANITARY NAPKIN WASTE RECEPTACLE, SEE INTERIOR ELEVATIONS

10.59 BABY CHANGING STATION

11.15 REFRIGERATOR (OFOI)

22.01 ACCESSIBLE WALL MOUNTED LAV, SEE PLUMBING

22.02 ACCESSIBLE TOILET, SEE PLUMBING

22.03 ACCESSIBLE URINAL, SEE PLUMBING

22.04 ACCESSIBLE HIGH-LOW DRINKING FOUNTAIN, SEE

22.06 MOP SINK, SEE PLUMBING

22.11 WATER HEATER ABOVE ON PLATFORM, SEE PLUMBING

22.16 COUNTER MOUNTED SINK, SEE PLUMBING DRAWINGS

22.17 FLOOR DRAIN, SEE PLUMBING DRAWINGS

22.19 ACCESSIBLE SHOWER, SEE PLUMBING

26.02 TRANSFORMER, SEE ELECTRICAL

26.05 ELECTRICAL PANEL, SEE ELECTRICAL
EAST RESTROOMS ENLARGED PLAN 1/4" = 1'-0"
6 ENLARGED FLOOR PLAN 1/4" = 1'-0" 16 ENLARGED FLOOR PLAN 1/4" = 1'-0" 8 ENLARGED FLOOR PLAN 1/4" = 1'-0"
7 PROJECT NORTH

PROJECT NORTH

PROJECT NORTH PROJECT NORTH

Page 234 of 395 ends

EXTERIOR FINISH SCHEDULE

MARK MATERIAL
CP-1
CP-2
CMU-1
CMU-2
HP-1

CEMENT PLASTER, LIGHT GRAY

CEMENT PLASTER, DARK GRAY

CONCRETE MASONRY UNIT VENEER, LIGHT GRAY

CONCRETE MASONRY UNIT VENEER, DARK GRAY
PLANK FIBER CEMENT SIDING, PANTONE 7701
F.F
0' - 0"
T.O. WALL
16' - 0"
T.O. WALL.
14' - 0"
HG
5 FEDCBA
A400
CP-1 CMU-1
8' - 0"
B.O. CANOPY

7.39 8.01 8.31

26.24 10.82

26.24 T.O. PARAPET
20' - 0"
CP-2
CP-2 CMU-2
17' - 8"
T.O. MECH. SCREEN
T.O. WALL

9.13 TYP.

TYP.

TYP.
60' - 2"
CMU-2
TYP.
3' - 0" 5' - 0" 6' - 0"
F.F
0' - 0"
T.O. WALL
16' - 0"
T.O. WALL.
14' - 0"
987654321
6 A400
7 A400 CP-2
CMU-1
T.O. WALL
9' - 2"
B.O. CANOPY

8.31 10.82

26.24 26.24

26.22 7.39 T.O. PARAPET
20' - 0"
CP-1
CMU-2
HP-1
17' - 8"
T.O. MECH. SCREEN
11' - 3"
T.O. CANOPY
8' - 0"
B.O. CANOPY

7.63 CP-1

9.13 CP-2

9.13 8.01 9.13

10.82 CP-2

26.22 3
/4
"
/
1 '
-
0 "
TYP.

TYP.

TYP. 12' - 8 1/2" 13' - 11 1/2" 22' - 0"
8' - 0"
7/8"
1'-0"
TYP.TYP.

6.04 F.F
0' - 0"
T.O. WALL
16' - 0"
123456789
6 A400
7 A400 7.39

8.01 8.31 8.01

26.24 26.24
T.O. PARAPET
20' - 0"
CP-2

7.63 17' - 8"
T.O. MECH. SCREEN
CP-1

9.13 TYP.

TYP.

TYP. TYP. 6' - 0" 5' - 0" 3' - 0"
TYP.

6.04 F.F
0' - 0"
T.O. WALL
16' - 0"
ABCDEF
5 GH
A400
HP-1 CP-1
8' - 0"
B.O. CANOPY

7.39 7.39

8.31 10.82

26.24 26.24
T.O. PARAPET
20' - 0"
CP-2 HP-1

7.63 17' - 8"
T.O. MECH. SCREEN
8' - 0"
T.O. SIDING
CP-1

9.13 9.13

9.13 TYP.

TYP.

TYP.
6' - 0"
3' - 6"
17' - 10"
T.O. SLOPE
KEYNOTES 00.00
F.F
0' - 0"
AB
CMU-1
CMU-2

10.82 TOP OF WALL
14' - 0"
F.F
0' - 0"
BA
HP-1
8' - 0"
B.O. CANOPY

10.82 17' - 10"
T.O. SLOPE
EAST 1/8" = 1'-0"
8 NORTH 1/8" = 1'-0"
5 SOUTH 1/8" = 1'-0"
7 WEST 1/8" = 1'-0"
6 C-18957
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A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
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DRAWING

DATE DESCRIPTION MARK
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PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:13 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A300
CITY OF SHAFTEREXTERIOR ELEVATIONS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

6.04 WRAP 20' - 0" PARAPET WALL ON ROOF. PROVIDE WEEP HOLES AT

BOTTOM OF WALL FOR DRAINAGE

7.39 METAL COPING AT PARAPET WALL

7.63 MECHANICAL WELL SCREEN WALL

8.01 DOOR AND FRAME PER SCHEDULE, SEE A700

8.31 WINDOW PER SCHEDULE

9.13 CEMENT PLASTER REVEAL

10.82 ENTRANCE CANOPY

26.22 WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL

26.24 EXTERIOR WALL PACK LIGHT, SEE ELECTRICAL
WEST AT GRID LINE 7
EAST AT GRID LINE 3

Page 235 of 395 ends

KEYNOTES 00.00

GENERAL NOTES
A. SUBGRADE ITEMS SHOWN FOR ILLUSTRATION PURPOSES AND

FOOTINGS TO BE DETERMINED BY MODULAR BUILDING MANUFACTURER AND COORDINATED WITH SITE CONTRACTOR.

B. ROOF STRUCTURE SHOWN FOR ILLUSTRATION PURPOSES. TO BE REFINED BY MODULAR BUILDING MANUFACTURER.

C. TYPICAL WALL IS 6" ABOVE ADJACENT CEILING U.N.O.

F.F
0' - 0"
T.O. WALL
16' - 0"

HGFEDCBA
5 A400

POLICE LOBBY
101

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

RECORDS
119
8' - 0"
B.O. CANOPY
17' - 8"
TOP OF MECH. WELL
13' - 9"
RIDGE

7.31 23.04 23.06
1 /4
"
/
1 '-
0 "
1 /4
"
/
1 '-
0 "

9.44 9.44

7.63 6.02
PARPET
TYP.

10.82 8.21

8.31 3.02
F.F
0' - 0"
T.O. WALL
16' - 0"
123456789
6 A400
7 A400

TABLE & CHAIR

STORAGE
128

LIBRARY OFFICE
129

LIBRARY WORK
ROOM
130

BREAK ROOM
132

WELLNESS
109

CONFERENCE
113

OFFICER

WORKSTATIONS
120
HALL
121

7.31 6.02
T.O. PARAPET
20' - 0"

9.44 TYP.

6.02 6.02

8.31 3.02

26.24 F.F
0' - 0"
T.O. WALL.
14' - 0"

GFEDCBA
5 A400
MEN
123

CITY ANNEX LOBBY
122

COMMUNITY ROOM
126

TABLE & CHAIR

STORAGE
128
1 /4
"
/
1 '-
0 "
1 /4
"
/
1 '-
0 "
1 /4
"
/
1 '-
0 "

7.31 6.02
T.O. PARAPET
20' - 0"

TOP OF WALL

9.44 TYP.

6.02 C-18957
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DRAWING

DATE DESCRIPTION MARK
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NOT FOR

CONSTRUCTION
10/4/2024 4:23:15 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A400
CITY OF SHAFTERBUILDING SECTIONS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

3.02 CONCRETE FOOTING

6.02 2X WOOD FRAMED INTERIOR WALL. EXTEND TO UNDERSIDE OF ROOF STRUCTURE. SEE REFLECTED CEILING PLAN FOR ALL
FULL-HEIGHT WALLS.

7.31 ROOF MEMBRANE O/ COVERBOARD, O/ 4" RIGID INSULATION, O/

STRUCTURAL DECK

7.63 MECHANICAL WELL SCREEN WALL

8.21 ALUMINUM STOREFRONT

8.31 WINDOW PER SCHEDULE

9.44 CEILING PER PLAN

10.82 ENTRANCE CANOPY

23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS

23.06 MECHANICAL PLATFORM. SEE MECHANICAL DRAWINGS

26.24 EXTERIOR WALL PACK LIGHT, SEE ELECTRICAL
BUILDING SECTION 1/8" = 1'-0"
6 BUILDING SECTION 1/8" = 1'-0"
5 BUILDING SECTION 1/8" = 1'-0"
7

Page 236 of 395 ends

A
A
BB
CDEFG
G
HH
2233445566778
8 9911
5 A400
6 A400
7 A400
RIDGE RIDGE 1/4" / 1'-0" 1/4" / 1'-0" SLOPESLOPE 1/4" / 1'-0" 1/4" / 1'-0" SLOPE SLOPE 1/4" / 1'-0" 1/4" / 1'-0"
SLOPE
SLOPE

7.61 24' - 3"
EQ EQ

7.63 23.04
23' - 6" 55' - 7" 40' - 11" 22' - 1" 13' - 0"

23.06 7.41
TYP.

7.62 SLOPE

23.08 TYP.
27' - 4 1/2"
8' - 2 1/2"

10.82 12' - 0"
3' - 6"

10.82 23.08
1 "
/
1 '-0
"
TYP.

TYP.

TYP.
1' - 10"
13' - 8"
25' - 9"

7.65 TYP.

22.15 4' - 6"

OPENING
4' - 0"

26.12 6.04

6.04 7.63

26.12 GENERAL NOTES
A. PROVIDE SEPARATE DRAIN LINES FOR ROOF DRAINS AND
OVERFLOW DRAINS. PROVIDE ALL HANGERS + SUPPORTS FOR
PIPE AS REQUIRED BE CODE.

B. SEE MECHANICAL DRAWINGS FOR ALL MECHANICAL UNIT
CLEARANCES.

LEGEND
INDICATES DOWNWARD DIRECTION OF ROOF SLOPE MIN. SLOPE IN ANY DIRECTION SHALL NOT BE LESS THAN 1/4" :12"
RD OD
ROOF DRAIN / OVER FLOW DRAIN. SEE MECHANICAL
ROOFING SYSTEM o/ TAPERED INSULATION
KEYNOTES 00.00

ROOF DRAINAGE CALCULATIONS

1. PER CPC TABLE D-101.1 SHAFTER CAN EXPECT THE FOLLOWING FOR PLANNING: 1.5" PER HOUR, OR 0.016 GALLONS PER MINUTE OVER THE SQUARE FOOTAGE OF A ROOF. FOR THIS, THE REDDING NUMBER WAS USED AS THE ONLY CITY SHOWN IN THE SAN JOAQUIN VALLEY.

2. ROOF DRAINS:

A. PER TABLE 1101.12, A 3" DIAMETER ROOF DRAIN PIPE CAN ACCOMMODATE UP TO 6,600 SF. AT A RAINFALL RATE OF 1.5" PER HOUR

3. LARGE ROOF CALCULATIONS
A. TOTAL ROOF AREA IS 7, 558 SF, DRAINING TO ROOF DRAINS WITH 3" DRAIN PIPES.

B. THE ROOF HAS 4 ROOF DRAINS WITH A TOTAL CAPACITY OF 26,400

SF OF DRAINAGE

4. SMALL ROOF CALCULATIONS
A. TOTAL AREA OF EACH ROOF INDIVIDUALLY IS 275 SF, DRAINING TO ROOF DRAINS WITH 3" DRAIN PIPES.

B. EACH ROOF HAS 1 ROOF DRAIN WITH A TOTAL CAPACITY OF 6,600 SF C-18957
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A R C H I T E C T S E N G I N E E R S C O N N E C T E D

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ETER
I I I
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:15 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A500
CITY OF SHAFTERROOF PLAN 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
ROOF PLAN 1/8" = 1'-0"
8 6.04 WRAP 20' - 0" PARAPET WALL ON ROOF. PROVIDE WEEP HOLES AT

BOTTOM OF WALL FOR DRAINAGE

7.41 ROOF EDGE COPING

7.61 ROOF ACCESS HATCH WITH ATTACHED GUARDRAILS

7.62 ROOF DRAIN AND OVERFLOW, SEE PLUMBING

7.63 MECHANICAL WELL SCREEN WALL

7.65 PLUMBING VENT

10.82 ENTRANCE CANOPY

22.15 HOSE BIBB, SEE PLUMBING

23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS

23.06 MECHANICAL PLATFORM. SEE MECHANICAL DRAWINGS

23.08 ROOF RELIEF VENT, SEE MECHANICAL DRAWINGS

26.12 SOLAR PANELS, SEE ELECTRICAL DRAWINGS

PROJECT NORTH NORTH

Page 237 of 395 ends

A
A
BB
CDEFG
G
HH
2233445566778899
11 5
A400
6 A400
7 A400
MEN
123
WOMEN
124

CUSTODIAN
CITY ANNEX LOBBY 125
122

COMMUNITY ROOM
126

LIBRARY
127

TABLE & CHAIR

STORAGE
128

LIBRARY OFFICE
129

LIBRARY WORK
ROOM
130

BREAK ROOM
132
OFFICE
133

STORAGE
134

COPY ROOM
136

CITY OFFICES
135

PUBLIC SERVICE
137

ELECTRICAL
110 WELLNESS
109

DATA/ TELECOM
108

RESTROOM
107
SHOWER
106

JANITOR
105

INTERVIEW
104

LIVESCAN
103

POLICE LOBBY
101

STORAGE
118

ARMORY/ STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

RECORDS
119
HALL
121

RESTROOM
102
10' - 0"
10' - 0"
10' - 0" 10' - 0"
TYP. 26.23
10' - 0"
10' - 0"

RESTROOM
131
10' - 0"
10' - 0"
10' - 0"
12' - 0" 12' - 0"
1' - 10"
12' - 0"

8.16 27' - 4 3/4"
8' - 2 1/2"

26.23 TYP.

23.07 23.02
2' - 10" 6' - 0 1/2" 2' - 0 1/2"
3' - 2 1/2" 5' - 11 1/2" 2' - 3 1/2"
3' - 6"
TYP.

GENERAL NOTES
A. FOR SUPPORT REQUIREMENTS FOR LIGHT FIXTURES OR HVAC

SYSTEM REGISTERS, SEE
B. CEILINGS ARE 9'-0" A.F.F. U.N.O.

C. CENTER SURFACE MOUNTED LIGHTS IN GYP BOARD CEILINGS U.N.O.

D. SEE A000 FOR TYP. SYMBOLS - / ---
LEGEND
5/8" GYP. BD. O/ WOOD CEILING JOISTS.

SUSPENDED ACOUSTIC PANEL CEILING SYS.

ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL

DRAWINGS

MECHANICAL GRILLES, SEE MECHANICAL

DRAWINGS

CEILING-MOUNTED ILLUMINATED EXIT SIGN,
SEE ELECTRICAL.

INDICATES INTERIOR WALLS AS FULL HEIGHT

TO UNDERSIDE OF ROOF STRUCTURE
KEYNOTES 00.00
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A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:17 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A600
CITY OF SHAFTERREFLECTED CEILING PLAN 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
REFLECTED CEILING PLAN 1/8" = 1'-0"
8 8.16 20"X30" CEILING ACCESS PANEL

23.02 EXHAUST FAN, SEE MECHANICAL DRAWINGS

23.07 IDU IN DATA ROOM, SEE MECHANICAL DRAWINGS

26.23 EXTERIOR WALL SCONCE, SEE ELECTRCIAL

PROJECT NORTH NORTH

Page 238 of 395 ends

ABBREVIATIONS

AL ALUMINUM

AN ANNODIZED

HM HOLLOW METAL

ITG INSULATED TEMPERED
GLASS

KD KNOCK-DOWN

P PAINT

SC SOLID CORE WOOD

SF STOREFRONT, ALUMINUM

TG TEMPERED GLASS

DOOR TYPES
F
FLUSH
FG2
GLASS,
2 PANEL MIN. 10"
6" U.N.O.
6" MIN.

L
LOUVER
0' - 6" 0' - 6"
VARIES
0' - 10"

GENERAL NOTES

1. DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (CBC 1010.2). THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE MOTION IN A SINGLE LINEAR OR ROTATIONAL DIRECTION TO RELEASE ALL LATCHING AND LOCKING DEVICES (CBC 1010.2.1).

2. LEVERS, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON REQUIRED MEANS OF EGRESS DOORS SHALL COMPLY WITH SFM STANDARD 12-10-2, SECTION 12-10-202 CONTAINED IN THE CCR, TITLE 24, PART 12, CALIFORNIA REFERENCED STANDARDS CODE (CBC 1010.2.2).

3. HAND ACTIVATED DOOR OPERATING HARDWARE SHALL BE LEVER HANDLED OR PULLS THAT ARE EASY TO GRASP WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. (CBC 1010.1.9.1, 11B-309.4).

4. OPERATING HARDWARE SHALL BE MOUNTED 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR LANDING LEVEL (CBC 1010.2.3, 11B-404.2.7).

5. MANUALLY OPERATED SURFACE OR FLUSH BOLTS ARE NOT PERMITTED EXCEPT FOR THE INACTIVE LEAF OF PAIRS OF

DOORS SERVING STORAGE OR EQUIPMENT ROOMS, OR SERVING B, F OR S OCCUPANCIES HAVING AN OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS (CBC 1010.2.5).

6. IF A DOOR HAS A CLOSER, THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM (CBC11B-404.2.8.1). CLOSERS SHALL BE ADJUSTED SO THAT THE FORCE REQUIRED TO PUSH OR PULL OPEN A DOOR SHALL NOT EXCEED 5 LBS. FOR INTERIOR AND EXTERIOR DOORS AND NOT MORE THAN 15 LBS. FOR REQUIRED FIRE RATED DOORS (CBC 1010.1.3). FOR SWINGING DOORS, THE FORCE SHALL BE APPLIED PERPENDICULAR TO THE DOOR AT THE DOOR OPERATING HARDWARE; FOR SLIDING DOORS, THE FORCE SHALL BE MEASURED PARALLEL TO THE DOOR APPLIED AT THE PULL OR LATCH (CBC 11B-404.2.9).

7. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2 INCH IN HEIGHT ABOVE THE LOWEST FLOOR OR LANDING LEVEL.

CHANGES IN ELEVATION GREATER THAN 1/4 INCH SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 2:1 HORIZONTAL TO VERTICAL (CBC 11B-404.2.5, 11B-303, AND 1010.1.6).

8. THE BOTTOM 10 INCHES OF THE PUSH SIDE OF SWINGING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO

ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING TRAP OR HAZARDOUS CONDITION (CBC 11B-404.2.10).

9. GLAZING IN DOORS SHALL BE TEMPERED SAFETY GLASS OR OTHER APPROVED SAFETY GLAZING MATERIAL (CBC 2406.4.1). SAFETY GLAZING SHALL BE PERMANENTLY IDENTIFIED IN ACCORDANCE WITH CBC 2406.3).

10. VISION LITES IN DOORS SHALL HAVE THE BOTTOM EDGE OF VISIBLE GLASS 43 INCHES MAXIMUM ABOVE THE FLOOR (CBC 11B-404.2.11)

11. ALL DOORS SHALL BE 1-3/4 INCHES THICK UNLESS NOTED OTHERWISE.

12. ALL DOORS OVER 48 INCHES IN WIDTH SHALL BE PAIRS OF DOORS UNLESS NOTED OTHERWISE.

13. REFER TO INTERIOR FINISH SCHEDULE FOR COLOR/GLOSS/ PATTERN FOR PAINTED DOOR AND FRAME FINISHES.

14. FIRE RATED DOOR/FRAME ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY AND HAVE LABELS COMPLYING WITH NFPA 80 PERMANENTLY AFFIXED TO THE DOOR AND FRAME (CBC 716.2.9). FIRE RATED DOOR/FRAME ASSEMBLIES SHALL BE SELF CLOSING AND POSITIVE LATCHING (CBC 716.2.6.1).

15. WHERE NEW DOORS ARE TO BE INSTALLED IN EXISTING DOOR FRAMES, THE CONTRACTOR SHALL FIELD VERIFY THE SIZE OF

THE EXISTING DOOR OPENING AND CONFIRM THE SIZE OF NEW DOORS

16. SWINGING DOOR SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. CBC 11B-404.2.10.

17. THE LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2 INCH OF THE DOOR TO PREVENT CATCHING ON CLOTHING OF PERSONS DURING EGRESS.

18. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS ARE PERMITTED TO BE USED PROVIDED THE DOOR LEAF FITTED WITH THE AUTOMATIC FLUSH BOLT HAS NO DOORKNOBS OR SURFACE-MOUNTED HARDWARE.

REMARKS
A. PROVIDE SIGN IN 1" HIGH LETTERS STATING "THIS

DOOR TO REMAIN UNLOCKED WHEN THIS SPACE
IS OCCUPIED".

B. ACCESS CONTROLED DOOR, SEE ELECTRICAL DWGS.

C. 12" X 4.5" DOOR LOUVER.

D. 12" X 3" DOOR LOUVER.

E. 12" X 9" DOOR LOUVER.

F. 12"X 6" DOOR LOUVER.

DOOR FRAME TYPES
HM-1 HM-2

PER SCHEDULE

SCHEDULE
PER
KD-1 KD-2

KNOCK DOWN METAL

SINGLE DOOR

SINGLE SWING

KNOCK DOWN METAL

PAIR OF DOORS

SINGLE SWING

HOLLOW METAL

SINGLE DOOR

SINGLE SWING

HOLLOW METAL

PAIR OF DOORS

SINGLE SWING

PER SCHEDULE
4' - 0" 3' - 2"
+7' - 2"
A.F.F
+0' - 0"
F.F
4' - 0"
IG
3' - 2" 4' - 0"
6' - 3"
+7' - 2"
A.F.F
+0' - 0"
F.F
IG
+6' - 0"
A.F.F
+0' - 0"
F.F
3' - 0" 3' - 0"
3' - 0"
4' - 0"
2" TYP. 4' - 0"

BULLET RESISTANT
GLASS
+7' - 0"
A.F.F
+0' - 0"
F.F
3' - 0"
2' - 10" 4' - 0"
6' - 3"
+6' - 10"
A.F.F
+0' - 0"
F.F
3' - 0" 4' - 2"
2' - 4"
T.G.

T.G.

DOOR
PER
SCHED.
+7' - 2"
A.F.F
+0' - 0"
F.F
+7' - 2"
A.F.F
+0' - 0"
F.F
TIG
IG
3' - 0"
3' - 0" 4' - 2"
7' - 2"
4' - 0" 3' - 2"
+7' - 2"
A.F.F
+0' - 0"
F.F
4' - 0"

REMARKS
A. WINDOW TREATMENTS: MANUALLY OPERATED ROLLER SHADES W/ SINGLE ROLLERS. BASIS OF DESIGN: 'MECHOSHADE SYSTEMS, INC.'

1. OPERATION: MANUAL WITH ENDLESS CHAIN OPERATION.

2. MOUNTING: OUTSIDE OF JAMB INSTALLATION.

3. FABRIC: LIGHT FILTERING.

4. COLOR: T.B.D.

GENERAL NOTES
WINDOW SCHEDULE ABBREVIATIONS:

TIG: TEMPERED INSULATED GLASS PANEL, CLEAR
TG: TEMPERED GLASS PANEL, CLEAR
IG: INSULATED GLASS PANEL, CLEAR
WINDOW SCHEDULE REMARKS:

1. GLAZING IN HAZARDOUS LOCATIONS DESCRIBED IN THE 2022 CBC 2406.4, SHALL BE TEMPERED SAFETY GLASS MEETING THE REQUIREMENTS OF 2022 CBC 2406.1, 2406.2, & 2406.3.

2. FRAMING PERIMETER DIMENSIONS ARE OPENING SIZES, CONTRACTOR TO VERIFY EXACT FRAME DIMENSIONS. 10' - 8"
2' - 4" 6' - 0" 2' - 4"
T.G. T.G.

T.G. T.G.
3' - 0" 4' - 2"
7' - 2"
DOORS
PER
SCHED.
+7' - 2"
A.F.F
+0' - 0"
F.F
T.I.G.

DOOR
PER
SCHED.

T.I.G.
+7' - 2"
A.F.F
+0' - 0"
F.F
3' - 4" 3' - 0"
4' - 0"
2" TYP.
3' - 0" 2" TYP.
1' - 4" 7' - 4"
+0' - 0"
F.F
+8' - 8"
A.F.F
2' - 0"
C-18957
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A R C H I T E C T S E N G I N E E R S C O N N E C T E D

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ETE
R
I I I
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:18 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A700
CITY OF SHAFTERDOOR & WINDOW SCHEDULES 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

DOOR SCHEDULE
MARK

DOOR FRAME GLAZING
TYPE

HARDWARE

GROUP REMARKSWIDTH HEIGHT TYPE MATL FINISH TYPE FINISH
101A 3' - 0" 7' - 0" FG2 HM P HM-1 P ITG 2.0 B
102A 3' - 0" 7' - 0" L SC P KD-1 AN -- 19.0 C
103A 3' - 0" 7' - 0" F SC P KD-1 AN -- 22.0
104A 3' - 0" 7' - 0" F SC P KD-1 AN -- 22.0
105A 3' - 0" 7' - 0" L SC P KD-1 AN -- 17.0 C
106A 3' - 0" 7' - 0" L SC P KD-1 AN -- 20.0 C
107A 3' - 0" 7' - 0" L SC P KD-1 AN -- 19.0 D
108A 3' - 0" 7' - 0" F SC P KD-1 AN -- 9.0 B
109A 3' - 0" 7' - 0" F SC P KD-1 AN -- 10.0 B
109B 3' - 0" 7' - 0" F SC P KD-1 AN -- 11.0 B
110A 4' - 0" 7' - 0" F HM P HM-1 P -- 3.0 B
111A 3' - 0" 7' - 0" F SC P KD-1 AN -- 18.0
112A 3' - 0" 7' - 0" FG2 AL AN KD-1 AN TG 4.0
113A 3' - 0" 7' - 0" FG2 AL AN KD-1 AN TG 5.0
113B 3' - 0" 7' - 0" F HM P HM-1 P -- 3.0 B
114A 3' - 0" 7' - 0" FG2 AL AN KD-1 AN TG 4.0
115A 3' - 0" 7' - 0" FG2 AL AN KD-1 AN TG 4.0
116A 3' - 0" 7' - 0" F SC P KD-1 AN -- 9.0 B
117A 3' - 0" 7' - 0" F SC P KD-1 AN -- 9.0 B
118A 3' - 0" 7' - 0" F SC P KD-1 AN -- 15.0
121A 3' - 0" 7' - 0" F SC P KD-1 AN -- 8.0 B
121B 3' - 0" 7' - 0" F HM P HM-1 P -- 3.0 B
122A 6' - 0" 7' - 0" FG2 AL AN HM-2 AN ITG 1.0 B
123A 3' - 0" 7' - 0" L SC P KD-1 AN -- 21.0 E
124A 3' - 0" 7' - 0" L SC P KD-1 AN -- 21.0 E
125A 3' - 0" 7' - 0" L SC P KD-1 AN -- 17.0 C
126A 6' - 0" 7' - 0" F SC P KD-2 AN -- 7.0
126B 3' - 0" 7' - 0" F HM P HM-1 P -- 3.0 B
127A 6' - 0" 7' - 0" FG2 AL AN KD-2 AN TG 7.0
127B 3' - 0" 7' - 0" FG2 AL AN KD-1 AN TG 6.0 B
128A 6' - 0" 7' - 0" F SC P KD-2 AN -- 14.0
129A 3' - 0" 7' - 0" F SC P KD-1 AN -- 13.0
130A 3' - 0" 7' - 0" F HM P HM-1 P -- 3.0 B
131A 3' - 0" 7' - 0" L SC P KD-1 AN -- 19.0 F
132A 3' - 0" 7' - 0" F SC P KD-1 AN -- 9.0 B
132B 3' - 0" 7' - 0" F SC P KD-1 AN -- 18.0
132C 3' - 0" 7' - 0" F HM P HM-1 P -- 3.0 B
133A 3' - 0" 7' - 0" F SC P KD-1 AN -- 13.0
134A 3' - 0" 7' - 0" F SC P KD-1 AN -- 16.0
137A 3' - 0" 7' - 0" F SC P KD-1 AN -- 12.0 B
DOOR SCHEDULE N.T.S. 3
WINDOW SCHEDULE N.T.S. 4
A

HOLLOW METAL
B

HOLLOW METAL
C D
LEVEL 8 BULLET RESISTANT

TRANSACTION WINDOW
E

TRANSACTION WINDOW
F
A-1

KNOCK-DOWN ALUMINIUM KNOCK-DOWN ALUMINIUM

ONE-WAY VIEWING WINDOW FROM

INTERVIEW ROOM TO LIVESCAN
PR 3' - 0"
PR 3' - 0"
PR 3' - 0"
G H

KNOCK-DOWN ALUMINIUM
J

HOLLOW METAL

EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR

INTERIOR EXTERIOR
K

HOLLOW METAL

INTERIOR INTERIOR EXTERIOR EXTERIOR
PR 3' - 0"

KNOCK-DOWN ALUMINIUMHOLLOW METAL

Page 239 of 395 ends

FINISH LEGEND

KEY PRODUCT DESCRIPTION MANUFACTURER/ SERIES COLOR / PATTERN REMARKS AC ACOUSTIC CEILING TILE ARMSTRONG, DUNE SECOND LOOK, #272 WHITE CPT1 CARPET TILE INTERFACE -
CPT2 CARPET TILE INTERFACE -
P1 PAINT - FIELD -
P2 PAINT - ACCENT SHERWIN WILLIAMS -
SS1 SOLID SURFACE CORIAN -
RTS RUBBER TOPSET / COVE BURKE CHARCOAL 217
GB1 GYPSUM BOARD - -
GB2 GYPSUM BOARD (MOISTURE RESISTANT) - -
LVT1 LUXURY VINYL TILE MANNINGTON, ADURA FLEX GRAFFITI
LVT2 LUXURY VINYL TILE MANNINGTON -
PL1 PLASTIC LAMINATE WILSONART -

SHERWIN WILLIAMS

TB TILE BASE - -
T1 TILE (FLOOR) - -
T2 TILE (BASE) - -

VCT VINYL COMPOSITION TILE - -

SC SEALED CONCRETE - -

FRP FIBER-REINFORCED PLASTIC PANEL MARLITE -

FINISH SCHEDULE
ROOM NO. ROOM NAME Floor Base WALLS

CASEWORK

COUNTERTOPS

CEILING REMARKS

MATERIALMATERIALHEIGHT

NORTH EAST SOUTH WEST

MATERIALFINISHMATERIALFINISHMATERIALFINISHMATERIALFINISHMATERIALFINISH 101 POLICE LOBBY LVT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - SS1 AC - 102 RESTROOM T1 TB - GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 - - GB2 P1 103 LIVESCAN CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - AC - 104 INTERVIEW CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - AC - 105 JANITOR VCT RTS 4" GB2/FRP P1 GB2/FRP P1 GB1/FRP P1 GB1/FRP P1 - - GB2 - 106 SHOWER T1 TB - GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 - - GB2 P1 107 RESTROOM T1 TB - GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 - - GB2 P1 108 DATA/ TELECOM VCT RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 - - AC - 109 WELLNESS LVT1 RTS 4" GB2 P1 GB1 P1 GB1 P2 GB1 P1 PL1 SS1 AC - 110 ELECTRICAL SC RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - GB1 P1 111 BREAK ROOM LVT1 RTS 4" GB1 P1 GB1 P2 GB1 P1 GB2 P1 PL1 SS1 AC - 112 OFFICE CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - AC - 113 CONFERENCE CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 - - AC - 114 OFFICE CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - AC - 115 OFFICE CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - AC - 116 EVIDENCE LVT1 RTS 4" GB1 P1 GB1 P2 GB1 P1 GB1 P1 - - AC - 117 ARMORY/ STORAGE LVT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 - - AC - 118 STORAGE LVT1 RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 - - AC - 119 RECORDS CPT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 PL1 SS1 AC - 120 OFFICER

WORKSTATIONS
LVT1 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 PL1 SS1 AC -
121 HALL LVT1 RTS 4" GB1 P1 GB1 P2 GB1 P1 GB1 P1 AC -
122 CITY ANNEX LOBBY LVT2 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 AC - 123 MEN T1 TB - GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2 P1 124 WOMEN T1 TB - GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2 P1 125 CUSTODIAN VCT RTS 4" GB2/FRP P1 GB2/FRP P1 GB1/FRP P1 GB1/FRP P1 GB2 P1 126 COMMUNITY ROOM LVT2 RTS 4" GB1 P1 GB1 P2 GB1 P1 GB1 P1 AC - 127 LIBRARY CPT2 RTS 4" GB1 P1 GB1 P1 GB1 P2 GB1 P1 AC - 128 TABLE & CHAIR

STORAGE
LVT2 RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 AC -
129 LIBRARY OFFICE CPT2 RTS 4" GB1 P1 GB1 P2 GB1 P1 GB1 P1 AC - 130 LIBRARY WORK ROOM LVT2 RTS 4" GB2 P1 GB1 P1 GB1 P2 GB1 P1 PL1 SS1 AC - 131 RESTROOM T1 TB - GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 GB2/T2 P1 - - GB2 P1 132 BREAK ROOM LVT2 RTS 4" GB2 P1 GB1 P1 GB1 P1 GB1 P1 PL1 SS1 AC - 133 OFFICE CPT2 RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 - - AC - 134 STORAGE CPT2 RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 - - AC - 135 CITY OFFICES CPT2 RTS 4" GB1 P1 GB1 P1 GB1 P1 GB1 P1 - - AC - 136 COPY ROOM CPT2 RTS 4" GB1 P1 GB1 P1 GB1 P1 PL1 SS1 AC - 137 PUBLIC SERVICE CPT2 RTS 4" GB1 P1 GB1 P1 GB1 P1 PL1 SS1 AC - C-18957
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VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETE
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:19 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A701
CITY OF SHAFTERFINISH SCHEDULE 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
FINISH SCHEDULE N.T.S. 2

Page 240 of 395 ends

CLR.
18" MIN.
17" MIN.
19" MAX.

LAVATORY

DASHED LINE INDICATES
30"W X 48"D CLEAR
FLOOR SPACE. WALL

MOUNTED ACCESSORIES

SHALL NOT ENCROACH

INTO CLEAR SPACE

LAVATORY PLAN
CLR.
17" MIN.
18" MAX.
60" MIN. CLR.
59" MIN. (FLOOR MOUNT W.C.)
56" MIN. (WALL MOUNT W.C.)

WATER CLOSET

HATCHED AREA INDICATES
REQUIRED CLEAR SPACE. NO DOOR

OR ENCROACHMENT ALLOWED IN

THIS SPACE
MANEUVERING CLEARANCE, 48" MIN. FROM FRONT OF
WATER CLOSET TO STALL FOR END OPENING STALLS;
60" MIN. FOR SIDE OPENING STALLS

WATER CLOSET CLEAR SPACE

ACCESSORY MOUNTING HEIGHTS
40" MAX. TO HIGHEST POINT OF

ACCESS, COIN SLOT, OR OPERATING

MECHANISM

SEAT COVER

DISPENSER

SANITARY
NAPKIN
VENDOR

HAND DRYER
TOWEL
DISP.

TOWEL DISP. /
WASTE
RECEPT.

SOAP
DISP.

MIRROR

MEASURED TO BOTTOM OF REFLECTIVE SURFACE

OF MIRROR
20" MAX.-MIN. 18" WIDE BY 54" HIGH MIRROR
35" MAX. FOR MIRRORS WHEN INSTALLED AT

LOCATIONS OTHER THAN ABOVE COUNTERTOPS

AND LAVATORIES
0' - 9"
MIN.
27" MIN.
29" MIN.
34" MAX.

CLEARANCE
**8" MIN. KNEE
**11" MIN.
19" MAX.
17" MIN.
6" MAX. TOE CLEARANCE EXTENSION

BEYOND KNEE CLEARANCE

LAVATORY
LAVATORY NOTES:

1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS

SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT
AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER LAVATORIES AND SINKS.

2. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING.

3. THE FORCE TO OPERATE CONTROLS SHALL NOT EXCEED 5 LBS.

4. SELF-CLOSING VALVES SHALL REMAIN OPEN FOR 10 SECONDS MIN. 17" MAX.

MIN.
13-1/2".
36" MIN. CLR.
44" MAX.
5 LBS. MAX. FORCE TO

OPERATE FLUSH VALVE

ADJACENT PARTITION OR
SCREEN
NOTE:

SEE LAVATORY PLAN FOR

CLEAR FLOOR SPACE
URINAL
18" MAX.
17" MIN.

TOP OF SEAT
17" MIN.
19" MAX.
24" MIN.

MIN.
12".
42"

FLUSH LEVER TO BE

LOCATED ON WIDE SIDE OF
TOILET; 5 LBS. MAX. FORCE

TO OPERATE FLUSH VALVE
48" MAX.
12"
24" MIN.
54" MIN.
19" MIN.

DISP. OUTLET
GRAB BAR (33" MIN. - 36" MAX.)
34"
9" MAX.
7" MIN.

TOILET PAPER

DISPENSER

WATER CLOSET ELEVATIONS

SANITARY NAPKIN

DISPOSAL UNIT
(WHERE PROVIDED),
19" MIN. TO OPENING

ADDITIONAL CLEAR SPACE,

DOORS PERMITTED TO SWING

OVER THIS SPACE
**8" & 11" MIN. WHERE CLEAR SPACE EXTENDS 17" MIN. UNDER LAV.; DIMENSIONS INCREASE AS CLEAR SPACE EXTENSION INCREASES. .

ADDITIONAL 6" TOE CLEARANCE
TO +12" REQUIRED AT STALLS
LESS THAN 66" WIDE

CENTER OF DISPENSER
SRH_12_2019

REQUIREMENTS ALSO APPLY
TO TANK TYPE TOILETS.

MINIMUM CLEARANCE AT GRAB

BARS, NO CONSTRUCTIONS
FOR 1-1/2" BELOW AND AT
ENDS, AND 12" ABOVE
+34" A.F.F.
(33" MIN., 36" MAX.)

DASHED LINE INDICATES WALL

FINISH, WHERE OCCURS

GRAB BAR
1/4" Ø VANDAL RESISTANT
SCREWS, (2) PER BRACKET
4x6 BLOCKING WITH SIMPSON
A34 CLIPS, TOP AND BOTTOM.

EACH END
2x WOOD FRAMING, SEE

FLOOR PLAN
0' - 2 1/4"
NOTE:

1. AT SHOWER LOCATIONS (IF ANY) SEAL FASTENER PENETRATIONS WITH SILICONE SEALANT.

2. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

3. GRAB BARS AND ANY WALL OR OTHER SURFACE ADJACENT TO

GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS
AND SHALL HAVE ROUNDED EDGES.

4. THERE SHALL BE NO PROJECTING ELEMENTS MOUNTED TO
WALLS WITHIN 12" ABOVE OR 1-1/2" BELOW GRAB BARS.
0' - 1 1/2"
1 1/2" MAX.
0' - 1 1/4" MIN.

MIN. EMB.
0' - 2 1/2"

CLEAR & LEVEL LANDING
12" MIN. CLEAR AT

DOORS EQUIPPED WITH

BOTH A LATCH AND
CLOSER

DOOR SHALL BE ABLE
TO OPEN 90 DEGREES
MINIMUM.

CLEAR PASSAGE
32" MIN.
60" MIN.

CLEAR
48" MIN.

CLEAR
.
.
24" MIN. CLEAR AT EXTERIOR
DOORS, 18" MIN. CLEAR AT
INTERIOR DOORS, 36" MIN.

CLEAR AT DOORS

APPROACH FROM THE

HINGE EDGE OF THE DOOR
8" MAX., FACE OF WALL/

FRAME TO FACE OF DOOR
SRH_12_2019
GENERAL NOTES:

1. BASIS OF DESIGN PRODUCT:

KOALA KARE PRODUCTS, MODEL
KB200, BABY DIAPER CHANGING
STATION.

2. BABY DIAPER CHANGING STATION

UNIT DIMENSIONS ARE NOMINAL

DIMENSIONS BASED ON BASIS OF

DESIGN UNIT PER
MANUFACTURER’S INFORMATION.

3. THE WHEELCHAIR CLEAR SPACE

AT THE BABY DIAPER CHANGING

STATION SHALL CONNECT TO A

WHEELCHAIR ACCESSIBLE
ROUTE.

4. BABY DIAPER CHANGING

STATIONS, WHEN DEPLOYED
(DOWN POSITION), SHALL NOT

OBSTRUCT THE REQUIRED WIDTH
OF AN ACCESSIBLE ROUTE.

5. OPERABLE PARTS SHALL BE

OPERABLE WITH ONE HAND AND

SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR
TWISTING OF THE WRIST. THE

FORCE REQUIRED TO ACTIVATE
OPERABLE PARTS SHALL BE 5
LBS MAXIMUM (REF. CBC 11B-309)

6. BABY DIAPER CHANGING

STATIONS SHALL NOT BE

LOCATED IN TOILET

COMPARTMENTS OF MULTIPLE

ACCOMMODATION TOILET ROOMS
(CBC 11B-226.4)
36"
24"

FIXED DISPENSER
UNIT

CHANGING TABLE,

DOWN POSITION

WHEEL CHAIR

CLEAR SPACE,
30" x 48" FORWARD

APPROACH

CHANGING TABLE,

UP POSITION

PULL DOWN HANDEL

AREA, EACH SIDE

FIXED DISPENSER
UNIT

CHANGING TABLE,

DOWN POSITION

CHANGING TABLE,

UP POSITION

FIXED DISPENSER
UNIT, SEE SCHED. FOR

ANCHORAGE

CHANGING TABLE,DOWN

POSITION

KNEE AND TOE SPACE, MIN,
27"H x 24"DEEP x30"W
PLAN

ELEVATION
+44"
+40" MAX.

DISPENSER OUTLET
FLOOR

SECTION
+33" (+34" MAX.)
4" MAX. +29" (+27" MIN.)

PROJECTION,

UP/CLOSED
FLOOR

ANCHORAGE ELEVATION
16 GA, BENT
PLATE, 12" WIDE
W/ 1-1/2" RETURN

FLANGES, OVER

NOT LESS THAN
(3) STUDS,

ANCHOR PLATE

TO STUD PER
SCHED.

ANCHOR DIAPER

CHANGING UNIT

TO METAL
BACKING W/ #10
STSMS. BOLT

PATTERN PER

SPECIFIED UNIT

STUD TYPE FASTENERS (PER STUD)
WOOD (4) #10 WOOD SCREWS W/ 2" MIN. EMB. INTO STUD.

METAL (4) #10 STSMS
NOTES:

1. SCREWS TO HAVE LOW PROFILE HEADS

2. SPACE FASTENERS 1" FROM EDGES AND EQUALLY SPACED IN BETWEEN.

SECTION A-A
BENT
PLATE

FASTENERS
PER SCHED.
16" o.c.

A
A
SRH_12_2019
C-18957
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VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETE
R
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:20 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A800

CITY OF SHAFTER
ARCHITECTURAL DETAILS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
ACCESSIBLE FIXTURE & ACCESSORY MOUNTING HEIGHTS & CLEARANCES 1/2" = 1'-0" 2 GRAB BAR ANCHORAGE - WD 3" = 1'-0" 3
1/4" = 1'-0" 4

ACCESSIBLE MANEUVERING

CLEARANCE AT DOORS
DIAPER CHANGING STATION 3/8" = 1'-0" 18

Page 241 of 395 ends

ELEVATION

SIGN WITH PICTOGRAM

SIGN LOCATED AT

THE LATCH SIDE

OF THE DOOR
9" MIN.
12" MAX.

GENERAL: SIGNAGE SHALL COMPLY WITH CBC SECTION 11B-703, RAISED CHARACTER SIGNS SHALL COMPLY WITH CBC 11B-703.2, 11B-703.3 AND 11B-703.4 RAISED CHARACTERS (CBC 11B-703.2): RAISED CHARACTERS (TEXT) SHALL COMPLY WITH CBC SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE. RAISED CHARACTERS SHALL BE UPPER CASE AND BE RAISED 1/32-INCH MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE SANS SERIF AND NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OTHER UNUSUAL FORMS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8-INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. TEXT SHALL BE IN A HORIZONTAL FORMAT. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

BRAILLE (CBC 11B-703.3): BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH CBC SECTIONS 11B-703.3. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBC TABLE 703.3.1. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, CENTER JUSTIFIED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH MINIMUM AND FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

MOUNTING HEIGHT (CBC 11B-703.4.1): TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FORM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.

LOCATION (CBC 11B-703.4.2): SIGNS SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.

WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL.

PICTOGRAMS (CBC 11B-703.6): PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM, CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.

PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH, PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD AND BRAILLE TRANSLATION BELOW TEXT DESCRIPTION, TEXT DESCRIPTORS SHALL COMPLY WITH CBC SECTIONS 11B-703.2, 11B-703.3, AND 11B-703.4.1.

ELEVATION - PAIR OF DOORS
C.L. SIGN
PLAN
18"X18" MIN. CLR. FLOOR SPACE

CENTERED ON TACTILE CHARACTERS

AND CLEAR OF THE DOOR SWING

SIGN LOCATION ON INACTIVE DOOR LEAF

WHERE OPENING HAS ACTIVE AND

INACTIVE LEAFS

SIGN LOCATION TO THE RIGHT OF THE RIGHT

HAND DOOR WHERE THE OPENING HAS TWO

ACTIVE LEAFS
ABC
XYZ
.

PICTOGRAM; PICTOGRAM AND
FIELD SHALL HAVE A NONGLARE FINISH; PICTOGRAMS

SHALL CONTRAST WITH THEIR

FIELD, EITHER LIGHT ON DARK
OR DARK ON LIGHT.
6" MIN. PICTOGRAM

FIELD HEIGHT

TEXT AND BRAILLE

DESCRIPTOR OF

PICTOGRAM , REFER TO

TYPICAL RAISED CHARACTER

SIGN DETAIL
NOTES:

SIGN MOUNTING HEIGHT AND LOCATION
.

SEE MOUNTING

HEIGHT NOTE
.

SEE MOUNTING

HEIGHT NOTE
SRH_12_2019
U.N.O.

DOOR MOUNTED TOILET SIGNAGE AT ACCESSIBLE TOILETS (TRW)

1. EXIT DOOR LEADS DIRECTLY TO GRADE LEVEL EXTERIOR EXIT, SIGN TO STATE: "EXIT"

WALL MOUNTED TACTILE EXIT SIGN (TE)
COORDINATE ROOM NAME AND NUMBER WITH OWNER PRIOR TO FABRICATION.

DO NOT USE IDENTIFICATION FOUND ON THE DRAWINGS, U.N.O.

WALL MOUNTED IDENTIFICATION SIGNAGE @ FUNCTIONAL ROOMS (RN) RN-1
TE-1

2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS

REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE."
TE-2

TRD-W TRD-M TRD-U
EXIT
NAME
NUMBER
EXIT
ROUTE

WOMEN MEN RESTROOM
8"
MIN.
3"
MIN.
6"
5"
MIN.
3"
5"
MIN.
4"
TYPICAL ROOM IDENTIFICATION 0' - 4" MIN.

VARIES
ABC
XYZ

CENTER JUSTIFY TEXT AND BRAILLE
3/8" MIN.

TEXT HEIGHT, 3/4" U.N.O.
(5/8" MIN./2" MAX.)
LINE SPACING, 1.35 MIN.TO 1.70 MAX. OF

THE RAISED CHARATER HEIGHT
(USE 1.50 x TEXT HEIGHT)
3/8" MIN./1/2" MAX.

BRAILLE TEXT, 0.26" NOMINAL OVERALL
FOR SINGLE LINE, 0.66" FOR MULTI-LINE,
REFER TO CBC 11B-703.3.1 FOR EXACT

SPACING
3/8" MIN.
1/2" RADIUS CORNERS
3/8" RAISED BORDER WHERE SPECIFIED
(REFER TO SPECIFICATIONS)

RAISED CHARACTERS
+60" MAX.
+48" MIN.

BASELINE OF HIGHEST

LINE OF RAISED CHARACTERS

BASELINE OF LOWEST

BRAILLE CELLS

BRAILLE TEXT

TYPICAL ROOM IDENTIFICATION OR TACTILE EXIT SIGN
6"

ROOM CAPACITY SIGN (RC)
1/2"R
TYP.

SINGLE PURPOSE ROOM

ASSISTED LISTENING DEVICE (ALS)

1. SEE INTERIOR ELEVATION FOR POSTED LOCATION.
1/2"R
TYP.

ALS SYMBOL OF

ACCESSIBLITY,
CBC 703.7.2.4
RC
ALS

MAXIMUM

OCCUPANCY
000

ASSISTED

LISTENING
SYSTEM

AVAILABLE

PLEASE ASK

STAFF MEMBER
1' - 4"
0' - 10"
1' - 2"
0' - 8"

SMOKING

PROHIBITED
WITHIN 25

FEET OF

BUILDING

ENTRANCES
1/2"R
TYP.

RAISED

SYMBOL,
TYP.

NS
1' - 2"
8"

1. INFORMATIONAL SIGNAGE SHALL COMPLY WITH CBC 11B-703.5

2. INFORMATIONAL SIGNS ARE NOT REQUIRED TO HAVE RAISED CHARACTERS AND ACCOMPANYING BRAILLE.

3. LETTERING TO BE 3/4" HIGH MIN. U.N.O.

FINISH AND CONTRAST (CBC 11B-703.5.1): VISUAL CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

CASE (CBC 11B-703.5.2): CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH.

STYLE (CBC 11B-703.5.3): CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.

CHARACTER PROPORTIONS (CBC 11B-703.5.4): CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".

CHARACTER HEIGHT (CBC 11B-703.5.5): MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I".

STROKE THICKNESS (CBC 11B-703.5.7): STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER.

CHARACTER SPACING (CBC 11B-703.5.8): CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT.

LINE SPACING (CBC 11B-703.5.9): SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT.

FORMAT (CBC 11B-703.5.10): TEXT SHALL BE IN A HORIZONTAL FORMAT.

PICTOGRAMS (CBC 11B-703.6): PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM, CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH, PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD AND BRAILLE TRANSLATION BELOW TEXT DESCRIPTION, TEXT DESCRIPTORS SHALL COMPLY WITH CBC SECTIONS 11B-703.2, 11B-703.3, AND 11B-703.4.1.

SYMBOL OF ACCESSIBILITY (CBC 11B-703.7): SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND.

GENERAL NOTES:

NO SMOKING SIGN (NS)

PERSONS
1" TEXT HEIGHT
1 3/4" TEXT
HEIGHT
3/8" RAISED BORDER

WHERE SPECIFIED
(REFER TO

SPECIFICATIONS)
21 FEET AND GREATER
3 INCHES, PLUS 1/8 INCH PER

FOOT OF VIEWING DISTANCE
ABOVE 21 FOOT
GREATER THAN 120 INCHES
LESS THAN 21 FEET 3 INCHES
180 INCHES AND GREATER
2 INCHES, PLUS 1/8 INCH PER

FOOT OF VIEWING DISTANCE
ABOVE 180 INCHES
GREATER THAN 70 INCHES TO
LESS THAN OR EQUAL TO 120 INCHES
LESS THAN 180 INCHES 2 INCHES
72 INCHES AND GREATER
5/8 INCHES, PLUS 1/8 INCH PER

FOOT OF VIEWING DISTANCE
ABOVE 72 INCHES
40 INCHES TO LESS THAN OR
EQUAL TO 70 INCHES
LESS THAN 72 INCHES 5/8 INCHES

HEIGHT TO FINISH FLOOR OR

GROUND FROM BASELINE OF CHARACTER

HORIZONTAL VIEWING

DISTANCE MINIMUM CHARACTER HEIGHT
TABLE 11B-703.5.5 (VISUAL CHARACTER HEIGHT)
SRH_12_2019

ROOM NAME MAX CAPACITY
COMMUNITY 61
ROOM

TOILET ROOM DOOR IDENTIFICATION SYMBOL (TRD)

TRD-F TRD-M
TAMPER

RESISTANT
FASTENER, 3 PER
SIGN,TYP.

TRD-U
12"
12"
12"
12" 12"
NOTES:

1. SYMBOLS SHALL BE 1/4" THICK; UNISEX SYMBOLS SHALL CONSIST OF A 1/4 THICK TRIANGLE ON A 1/4" THICK CIRCLE.

2. THE COLOR OF THE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR;

FOR UNISEX SIGNS, THE COLOR OF THE CIRCLE SHALL CONTRAST WITH THE DOOR AND THE COLOR OF THE TRIANGLE SHALL CONTRAST WITH THE CIRCLE; CONTRAST SHALL BE LIGHT ON DARK OR DARK ON LIGHT.

3. SYMBOLS SHALL NOT CONTAIN BRAILLE, WRITTEN TEXT, OR PICTOGRAMS.

4. PICTOGRAMS ARE NOT A REQUIRED FEATURE BUT MAY BE INCLUDED.

5. EDGES OF SYMBOLS SHALL BE EASED OR ROUNDED AT 1/16" MINIMUM OR CHAMFERED AT 1/8" MAXIMUM. VERTICES OF TRIANGLES SHALL BE RADIUSED BETWEEN 1/8" MIN./ 1/4" MAX.

6. SYMBOLS SHALL BE LOCATED ON DOORS TO TOILET ROOMS, WHERE NO

DOORS ARE PROVIDED, SYMBOLS SHALL BE LOCATED ON THE WALL ADJACENT TO THE ENTRANCE OPENING.

GEOMETRIC SYMBOL

MOUNTING LOCATION
58" MIN.
60" MAX.

VERTICES OF THE
TRIANGLE SHALL BE 1/4"
MAX. FROM THE EDGE

OF THE CIRCLE

GEOMETRIC SYMBOL
C.L. DOOR ±1"

FEMALE/WOMEN/GIRLS MALE/MEN/BOYS UNISEX
SRH_12_2019
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FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETE
R
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:20 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A801

CITY OF SHAFTER
ARCHITECTURAL DETAILS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
INFORMATIONAL SIGNAGE 1 1/2" = 1'-0" 16 TYPICAL ROOM IDENTIFICATION AND TACTILE SIGNAGE 1 1/2" = 1'-0" 4

Page 242 of 395 ends

2x4 PTDF w/ 3/8" Ø HILTI KWIK
BOLT TZ (ICC ESR 1917) @
24" o.c. MAX. OR 2 PER
CABINET SECTION w/2" MIN.

EMB., TYP. (TEST 25 FTLB
PER C.B.C 1916A)
#10x 2 1/2" 16" o.c. AND
2" MAX FROM ENDS
1" MIN. CABINET SUPPORT
MIN. 3/4" THICK
CABINET BODY, TYP.
#14X3" PHILLIPS TRUSS
HEAD SCREW AT 16" o.c.

AND 2" MAX FROM EDGES,
MIN. OF (4) FASTENERS

PER CASEWORK UNIT,
TYP.

TALL STORAGE CABINET,

ANCHOR AT FLOOR, TOP,

BOTTOM, AND MID-HEIGHT

WALL FRAMING PER
PLAN w/GYP. BOARD
FINISH

WALL FINISH WHERE

OCCURS (SEE INTERIOR

DESIGN DWGS)
2X6 BLOCKING, TYP.
24" TYP.
12" TYP.
2" 2" 3'-0" MAX.

SEE ELEVATIONS 8'-0" MAX.

SEE ELEVATIONS
3'-6" MAX.

SEE ELEVATIONS
3 1/2"

ELEVATION
PLAN

SECTION
NOTES:

1. THE MANUAL MECHANISM FOR THE DRINKING FOUNTAIN SHALL BE FRONT MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN.

2. THE SPOUT SHALL PROVIDE A STREAM OF WATER AT LEAST 4" HIGH.

3. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM.

4. VERIFY D.F. MFR/MODEL WITH PLUMBING DWGS.

SPOUT OUTLET
36" MAX.

BOTTLE FILL OPERATING BUTTON
48" MAX.

FIN. CLR.
20" MIN.
54" MIN. FINISH CLEAR
SPOUT
30"x48" WHEELCHAIR CLEAR

SPACE IN FRONT OF WHEELCHAIR

ACCESSIBLE DRINKING FOUNTAIN
AND BOTTLE FILLERMIN. 27"

BOTTLE FILLER,

DISPENSER IF

SPECIFIED

SIDE OF ALCOVE OR

PEDESTRIAN PROTECTION
CLR.
16" MIN.

CLR.
16" MIN.
5" MAX. 15" MIN.
19" MAX.
18" MIN.
11" MIN. .

MIN.
8"
17" MIN.
6"
MAX.MIN. 9"

SPOUT OUTLET
38" MIN./43" MAX.

SRH_12_2019
NOTE:

1. SEE SPECS FOR

ADDITIONAL

INFORMATION FOR FIRE
EXTINGUISHER & CABINET.

2. INSTALLATION FOR NON-

FIRE RESISTANCE RATED
CONSTRUCTION.

FIRE EXTINGUISHER

SEMI-RECESSED FIRE

EXTINGUISHER CABINET
(2) #10 SCREWS EA. SIDE

OF CABINET TO FRAMING

OR BLOCKING
GYP. BD. EA. SIDE

PROVIDE SUPPLEMENTAL

FRAMING OR BLOCKING

AT TOP, BOTTOM AND
SIDES OF CABINET.

FRAMING PER PLANS
(WOOD OR METAL

STUDS, METAL STUDS
SHOWN)
+48" A.F.F.

T.O. HANDLE .
4" MAX. PROJECTION

FROM WALL
SRH_12_2019

COUNTERTOP
SINK

EXTEND FLOORING AND

WALL BASE MATERIAL

INTO BASE CABINET AT

SINK LOCATION
1 6
9" MIN. .
13" MIN.**
3" MAX. 10" MIN.** 27" MIN.

COUNTER SHALL NOT
34" MAX.

TOP OF SINK AND/OR
EXCEED MAX.

HEIGHT
25" MAX.

NOTES:

1. ACCESSIBLE SINKS SHALL
COMPLY WITH C.B.C. SECTION
11B-606 AND 11B-305. A MIN.
30"x48" CLEAR SPACE SHALL BE

PROVIDED IN FRONT OF THE

SINK TO ALLOW FOR A
FORWARD APPROACH. A MIN.
30" WIDE CLEAR SPACE SHALL
EXTEND A MIM. OF 19"
UNDERNEATH THE COUNTER.

2. WATER SUPPLY AND DRAIN

PIPES SHALL BE INSULATED OR

OTHERWISE CONFIGURED TO
PROTECT AGAINST CONTACT.

THERE SHALL BE NO SHARP OR

ABRASIVE SURFACES UNDER
SINKS.

3. FAUCETS AND CONTROLS

SHALL BE OPERABLE WITH ONE

HAND AND SHALL NOT REQUIRE

TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST. THE

FORCE REQUIRED TO OPERATE

CONTROLS SHALL NOT EXCEED
A 5 LB. FORCE. SELF CLOSING

VALVES SHALL REMAIN OPEN
FOR AT LEAST 10 SECONDS. .
6" MAX. (TOE SPACE

BEYOND KNEE SPACE)
CLEAR SPACE, 19" MIN./
25" MAX., (NOT LESS

THAN REACH DEPTH)
**INCREASE BY 1" FOR
EACH 1" INCREASE IN

CLEAR SPACE DEPTH
BEYOND 19"
SRH_12_2019
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VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:21 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A802

CITY OF SHAFTER
ARCHITECTURAL DETAILS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT
CASEWORK ANCHORAGE 3/4" = 1'-0"
2 FIRE EXTINGUISHER CABINET 1 1/2" = 1'-0"
7 ACCESSIBLE DRINKING FOUNTAIN 1/2" = 1'-0"
6 3/4" = 1'-0"
3 ACCESSIBLE SINK KNEE/TOE

CLEARANCE

Page 243 of 395 ends

GENERAL NOTES
A. FOR CLEARANCES AND MOUNTING HEIGHTS OF ACCESSIBLE FIXTURES

AND TOILET ACCESSORIES, SEE
B. FOR TYPICAL GRAB BAR ANCHORAGE, SEE
C. FOR TYPICAL DIAPER CHANGING STATION, SEE
2 / A800
3 / A800
18 / A800
B
A
D
E
H
J
K

TOILET ACCESSORY SCHEDULE
MARK DESCRIPTION MFR. MODEL NO. REMARKS
MIRROR (18" X 24") BOBRICK B-165 SURFACE MTD.

PAPER TOWEL DISPENSER /

WASTE RECEPTACLE COMBO
UNIT
BOBRICK B-3944 RECESSED
TOILET TISSUE DISPENSER BOBRICK B-2888

SURFACE /

PARTITION
MTD.

TOILET SEAT COVER

DISPENSER
BOBRICK B-4221 SURFACE MTD.

SOAP DISPENSER BOBRICK B-82216 SURFACE MTD.

GRAB BAR, REAR BOBRICK B-6806 SERIES 36" LONG
GRAB BAR, SIDE BOBRICK B-6806 SERIES 48" LONG
C
F
L
FOLDING SHOWER SEAT BOBRICK B-5191 SURFACE MTD.

M
SHOWER GRAB BAR BOBRICK B-6861

CONFIRM

DIMENSIONS
G

SANITARY NAPKIN

DISPOSAL UNIT
BOBRICK B-270 SURFACE MTD.

BABY CHANGING STATION BOBRICK KB-300 SURFACE MTD.

MOP HOLDER BRADLEY 9955 SURFACE MTD.

KEYNOTES 00.00

6.21 11.11

6.23 2' - 10"
222
36" 24"
32 1/2"
TYP. OF 3
1' - 8" 2' - 6"
302
36" 12"
30"
TYP. OF 3
301
18" 12"
30"
211
18" 24"
32 1/2"

9.51 9.61

5.71 22.06

22.11 9.62
3' - 0"

9.51 9.61
A.F.F.
6' - 0"

6.21 6.23
2' - 10"
302
36" 12"
30"
TYP. OF 5
222
36" 24"
32 1/2"
TYP OF 5.
2' - 6" 1' - 8"

9.61 9.51

8.32 6.282' - 10"

8.01 9.51

9.61 2' - 10"
302
32" 12"
30"
TYP. OF 3
152
36" 24"
32 1/2"
254
16" 24"
32 1/2"
211
15" 24"
32 1/2"
222
32" 24"
32 1/2"
TYP. OF 2

11.15 1' - 8" 2' - 6"
CLR.
2 '- 6" 3' - 0"

6.22 9.61 6.23

6.29 9.51
222
36" 24"
32 1/2"
152
36" 24"
32 1/2"
211
16" 24"
32 1/2"
2' - 10"

6.22 9.61

9.51 A
F G

22.02 22.01
6' - 0"
A.F.F.

9.32 9.61
B 22.01

9.32 9.61

22.03 9.32 8.01

9.61 E
C D
H

22.03 9.61
K J 22.01

9.61 9.32
K

9.32 8.01

9.61 C D
E

22.02 H

9.61 9.32
G
F
A
J 22.01 B

22.02 6' - 0"
A.F.F.

9.61 9.32

22.03 D C 22.02
E
H

9.32 9.61

22.03 9.61 9.32

8.01 22.01 B

9.61 9.32

22.02 F 22.01
A
G
6' - 0"
A.F.F.

9.32 9.61

9.62 9.51

9.61 0' - 4"
5' - 0"
M
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VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETE
R
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:28 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A900
CITY OF SHAFTERINTERIOR ELEVATIONS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

5.71 ROOF ACCESS LADDER

6.21 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

6.22 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

AND BACKSPLASH

6.23 PLASTIC LAMINATE UPPER CABINET

6.28 SOLID SURFACE COUNTER TOP

6.29 ACCESSIBLE SINK CABINET

8.01 DOOR AND FRAME PER SCHEDULE, SEE A700

8.32 LEVEL 8 BULLET-RESISTANT TRANSACTION WINDOW

9.32 PORCELAIN TILE, THIN SET

9.51 TOPSET BASE AS SCHEDULED

9.61 WALL FINISH PER PLAN

9.62 FRP PER SCHEDULE

11.11 SPACE FOR COPIER (OFOI), PROVIDE POWER AND DATA PER

ELECTRICAL

11.15 REFRIGERATOR (OFOI)

22.01 ACCESSIBLE WALL MOUNTED LAV, SEE PLUMBING

22.02 ACCESSIBLE TOILET, SEE PLUMBING

22.03 ACCESSIBLE URINAL, SEE PLUMBING

22.06 MOP SINK, SEE PLUMBING

22.11 WATER HEATER ABOVE ON PLATFORM, SEE PLUMBING
119 - RECORDS 1/4" = 1'-0" 11
105 - JANITOR 1/4" = 1'-0" 5
120 - OFFICER WORKSTATIONS 1/4" = 1'-0" 7
101 - POLICE LOBBY 1/4" = 1'-0" 17
106 - SHOWER 1/4" = 1'-0" 14
SOUTH

SOUTH NORTH
NORTH

NORTH WEST
102 - POLICE RESTROOM 1/4" = 1'-0" 9
111 - BREAK ROOM 1/4" = 1'-0" 15
107 - RESTROOM 1/4" = 1'-0" 6
109 - WELLNESS 1/4" = 1'-0" 19

EAST SOUTHNORTH WEST

NORTH SOUTHWEST EAST NORTH EASTWEST SOUTH
EAST

Page 244 of 395 ends

GENERAL NOTES
A. FOR CLEARANCES AND MOUNTING HEIGHTS OF ACCESSIBLE FIXTURES

AND TOILET ACCESSORIES, SEE
B. FOR TYPICAL GRAB BAR ANCHORAGE, SEE
C. FOR TYPICAL DIAPER CHANGING STATION, SEE
2 / A800
3 / A800
18 / A800
B
A
D
E
H
J
K

TOILET ACCESSORY SCHEDULE
MARK DESCRIPTION MFR. MODEL NO. REMARKS
MIRROR (18" X 24") BOBRICK B-165 SURFACE MTD.

PAPER TOWEL DISPENSER /

WASTE RECEPTACLE COMBO
UNIT
BOBRICK B-3944 RECESSED
TOILET TISSUE DISPENSER BOBRICK B-2888

SURFACE /

PARTITION
MTD.

TOILET SEAT COVER

DISPENSER
BOBRICK B-4221 SURFACE MTD.

SOAP DISPENSER BOBRICK B-82216 SURFACE MTD.

GRAB BAR, REAR BOBRICK B-6806 SERIES 36" LONG
GRAB BAR, SIDE BOBRICK B-6806 SERIES 48" LONG
C
F
L
FOLDING SHOWER SEAT BOBRICK B-5191 SURFACE MTD.

M
SHOWER GRAB BAR BOBRICK B-6861

CONFIRM

DIMENSIONS
G

SANITARY NAPKIN

DISPOSAL UNIT
BOBRICK B-270 SURFACE MTD.

BABY CHANGING STATION BOBRICK KB-300 SURFACE MTD.

MOP HOLDER BRADLEY 9955 SURFACE MTD.

KEYNOTES 00.00
D C
H

22.03 22.02 6' - 0" 1' - 0"

10.21 9.61

9.32 G
B
A

22.02 F 22.01
6' - 0" 1' - 0"

9.32 8.31 9.61 8.31

10.21 E
C
H

22.02 D 22.02 6' - 0" 1' - 0"
6' - 0"
A.F.F.

9.32 9.61 10.21
G
F
A
B

22.01 22.02 6' - 0" 1' - 0"

8.31 10.21 8.31

9.32 9.61

22.01 L
6' - 0"
A.F.F.

22.03 8.01

9.32 9.61

22.02 10.21
6' - 0"

8.01 9.32 9.61
L 22.01

9.61 9.32
A
F
G

22.02 22.01

9.32 9.61

22.02 H
E
D C

9.32 9.61

8.01 9.32

9.32 9.61

22.01 B
6' - 0"
A.F.F.

22.06 A.F.F.
6' - 0"

9.62 22.11

9.61 9.51

8.01 9.61 9.61

9.51 0' - 4" 5' - 8"

22.06 5' - 0"
6' - 0"
A.F.F.

22.11 9.61

9.51 6.29
2' - 10"
222 6.22
36" 24"
32 1/2"
TYP. OF 2
152
36" 24"
32 1/2"
211
18" 24"
32 1/2"

8.31 8.01

9.61 9.51

6.29 11.15

6.22 2' - 10"
CLR.
3' - 0" 2' - 6"
2' - 6" 1' - 8"
222
33" 24"
32 1/2"
211
16" 24"
32 1/2"
254
16" 24"
32 1/2"
152
36" 24"
32 1/2"
302
30" 12"
30"
TYP. OF 2

8.01 6.23 9.61

9.51 11.11

6.23 2' - 10"
302
36" 12"
30"
TYP. OF 2
2' - 6" 1' - 8"
222
36" 24"
32 1/2"
TYP. OF 2

9.61 6.21 9.51

6.21 8.32
230
18" 24"
32 1/2"
211
24" 24"
32 1/2" 3' - 2"
2' - 10"

8.01 9.61

9.51 6.21
301 6.23
24" 12"
30"
302
36" 12"
30" 30"
12"30"
TYP. OF 2
300
230
16" 24"
32 1/2"
TYP. OF 2
222
30" 24"
32 1/2"
TYP. OF 2
308
0" 12"
30"

9.61 6.23

9.51 6.21

6.23 222
30" 24"
32 1/2"
TYP OF 2.
302
30" 12"
30"
TYP. OF 2

9.61 9.51
130 - LIBRARY WORK ROOM 1/4" = 1'-0" 19 132 - BREAK ROOM 1/4" = 1'-0" 7 136 - COPY ROOM 1/4" = 1'-0" 20 137 - PUBLIC SERVICE 1/4" = 1'-0" 8 125 - CUSTODIAN 1/4" = 1'-0" 6
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VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETE
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.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 4:23:36 PM \\tetr-file1\Users\tyler.dinis_TETR\Documents\12529-A-Shafter Police Station_tyler.dinis.rvt A901
CITY OF SHAFTERINTERIOR ELEVATIONS 09/09/2024
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA 95% DESIGN DEVELOPMENT

6.21 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

6.22 PLASTIC LAMINATE BASE CABINET W/ SOLID SURFACE COUNTERTOP

AND BACKSPLASH

6.23 PLASTIC LAMINATE UPPER CABINET

6.29 ACCESSIBLE SINK CABINET

8.01 DOOR AND FRAME PER SCHEDULE, SEE A700

8.31 WINDOW PER SCHEDULE

8.32 LEVEL 8 BULLET-RESISTANT TRANSACTION WINDOW

9.32 PORCELAIN TILE, THIN SET

9.51 TOPSET BASE AS SCHEDULED

9.61 WALL FINISH PER PLAN

9.62 FRP PER SCHEDULE

10.21 TOILET PARTITION

11.11 SPACE FOR COPIER (OFOI), PROVIDE POWER AND DATA PER

ELECTRICAL

11.15 REFRIGERATOR (OFOI)

22.01 ACCESSIBLE WALL MOUNTED LAV, SEE PLUMBING

22.02 ACCESSIBLE TOILET, SEE PLUMBING

22.03 ACCESSIBLE URINAL, SEE PLUMBING

22.06 MOP SINK, SEE PLUMBING

22.11 WATER HEATER ABOVE ON PLATFORM, SEE PLUMBING
123 - MENS 1/4" = 1'-0" 9
124 - WOMENS 1/4" = 1'-0" 14
124 - WOMENS 1/4" = 1'-0" 5

NORTH WEST NORTH
EAST

SOUTH EAST

WEST SOUTH
131 - BREAK ROOM RESTROOM 1/4" = 1'-0" 11

NORTH EASTWEST SOUTH

NORTH WEST SOUTH EAST

NORTH NORTH

NORTH NORTH EAST SOUTH

Page 245 of 395 ends

GENERAL NOTES

1. COORDINATION OF WORK: LAYOUT OF MATERIALS, EQUIPMENT AND

SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY
DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY.

2. THE ACTUAL LOCATION OF ALL MATERIALS, PIPING, DUCTWORK, FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY

PLANNED, PRIOR TO INSTALLATION OF ANY WORK TO AVOID ALL

INTERFERENCES WITH EACH OTHER, OR WITH STRUCTURAL,
ELECTRICAL, ARCHITECTURAL OR OTHER ELEMENTS.

3. VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS. ALL CONFLICTS SHALL BE CALLED TO THE

ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT.

4. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL

DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING

ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL. ANY WORK PERFORMED IN CONFLICT WITH THE

CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE

CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR THE OWNER REPRESENTATIVE.

5. MINIMUM SLOPE FOR SEWER IS 1/4" PER FT, UNLESS OTHERWISE NOTED.

6. ALL ROOF PENETRATIONS SHALL BE COMPATIBLE WITH ROOF
SYSTEM WITH AS FEW PENETRATIONS AS POSSIBLE.

7. MINIMUM DOMESTIC WATER PIPE SIZE TO BE 3/4" UNLESS
OTHERWISE NOTED. USE A REDUCING ELL AT FIXTURE, IF
NECESSARY.

8. ALL PLUMBING FIXTURES, VALVES, FAUCETS, FIXTURE STOPS, ETC.

WHICH PROVIDE WATER FOR HUMAN CONSUMPTION MUST MEET THE "LEAD FREE" REQUIREMENT FOR THE STATE OF CALIFORNIA.

9. MAXIMUM ALLOWABLE DISTANCE FOR HOT WATER LATERALS TO FIXTURES OFF OF THE CIRCULATING MAIN SHALL BE 10'-0" FOR HAND WASH SINKS AND LAVS, AND 15'-0" FOR OTHER SINKS.

PLUMBING LEGEND
2 P202
3 P400
&
@
CL
∅
#
G
LPG
CD
ICW
SYMBOL ITEM ABBR. ITEMSYMBOL ABBR.

PLUG VALVE

SHUT-OFF VALVE IN BOX

SHUT-OFF VALVE

WALL CLEANOUT
SOV
SOV
WCO

THERMOSTATIC MIXING VALVE

EXISTING

BELOW FLOOR

BELOW GRADE

TYPICAL

CONTINUATION

ABOVE CEILING
(E)
(N)NEW
(TYP)
CONT

BEL FLR
BEL GR

ABV CLG
AND
AT

ABOVE FINISHED FLOOR AFF

CENTER LINE

ABOVE ABV

CEILING CLG

DIAMETER

ALTERNATE ALT

ARCHITECT / ARCHITECTURAL ARCH

DOWN DN

DRAWING DWG

ELECTRICAL ELEC

FLOOR FLR

FEET FT

GAUGE GA

GALLON GAL

GALLONS PER MINUTE GPM

POUNDS LBS

MAXIMUM MAX

MINIMUM MIN

NOT IN CONTRACT NIC

NOT TO SCALE NTS

OUTSIDE DIAMETER OD

INSIDE DIAMETER ID

ROOM RM

SPECIFICATION SPEC

STAINLESS STEEL SS

THROUGH THRU

WITH W/

WITHOUT W/O
1 KEYNOTE

DETAIL REFERENCE
EXAMPLE: DETAIL 2, SHEET
P202

SECTION REFERENCE
EXAMPLE: SECTION 3, SHEET
P400
INVERT ELEVATION I.E.

FLOW LINE FL

TWO-WAY CONTROL VALVE

TEMPERATURE TEMP
DIA

CALIFORNIA PLUMBING CODE CPC

CALIFORNIA MECHANICAL CODE CMC

GALLONS PER HOUR GPH

SQUARE FEET SQ FT
NUMBER NO.

ELBOW ELL
UNION

CONCENTRIC REDUCER

PRESSURE REDUCING VALVE
"Y" TYPE STRAINER

POUNDS PER SQUARE INCH PSI

POUNDS PER SQUARE INCH ABSOLUTE PSIA

POUNDS PER SQUARE INCH GAUGE PSIG

POLYVINYL CHLORIDE PVC

WATER COLUMN WC

PRESSURE GAUGE

TEMPERATURE GAUGE

TEMPERATURE / PRESSURE RELIEF VALVE PRV

CUBIC FEET PER HOUR CFH

AWACID WASTE

COMPRESSED AIR

ACID VENT
A
AV

UNDER GROUND U/G

LOW PRESSURE NATURAL GAS G

HIGH PRESSURE GAS HPG

ACID VENT THRU ROOF

ACID VENT RISER
AVTR
AVR

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER

DOMESTIC COLD WATER

CONDENSATE DRAIN
HWR
CD
HW
CW

FIRE PROTECTION LINE

RAIN WATER LEADER

OVERFLOW DRAIN

LIQUIFIED PETROLEUM GAS
SOIL or WASTE
RWL
OD
LPG
S or W

STORM DRAIN SD

INDUSTRIAL COLD WATER ICW
OXYGEN

MEDICAL AIR
VACUUM
O
MA
VAC
2 VENT THRU ROOF

VENT RISER
VENT
VTR
VR
V

EXISTING PIPING

FLOOR CLEANOUT

CLEANOUT TO GRADE

PIPING TURN UP

PIPING TURN DOWN
FCO
COTG

DEMOLITION DEMO

HOSE BIBB

PIPING CAP

CHECK VALVE
POC

POINT OF CONNECTION

TO EXISTING

ANGLE VALVE

BALANCE VALVE

BALL VALVE
AW
A
AV
HPG
OD
RWL
F
SD
O
MA
VAC
2 P
T

PLUMBING SHEET INDEX

ANCHORAGE & BRACING NOTES

MEP COMPONENT ANCHORAGE NOTE

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE AHJ APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS

SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26, AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT

DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY THE AHJ.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE.

THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO

THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY THE AHJ. THE PROJECT INSPECTOR WILL

VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING

SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER

OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E - OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP MD PP E - OPTION 2: SHALL COMPLY WITH HCAi (OSHPD) PREAPPROVAL (OPM #) #____________, AS INCLUDED IN THESE DRAWINGS WITH PROJECT-SPECIFIC NOTES AND DETAILS.

TITLE 24 ACCEPTANCE TESTING
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON ALL NEWLY

INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS, ENVELOPES, AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL

PERFORMANCE TEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE.

LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).

MECHANICAL SYSTEMS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021.

ENVELOPE AND PROCESS EQUIPMENT ACCEPTANCE TESTS SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR, ENGINEER/ARCHITECT OF RECORD, OR THE OWNER'S AGENT.

A LISTING OF CERTIFIED ATT CAN BE FOUND AT:
https://www.energy.ca.gov/programs-and-topics/programs/acceptance-test-technician-certification-providerprogram/acceptance.

THE ACCEPTANCE TESTING PROCEDUERS MUST BE REPEATED, AND DEFICIENCIES MUST BE CORRECTED

BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THE CONSTRUCTION/INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA.

PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.

P001 PLUMBING LEGENDS AND NOTES
P002 PLUMBING SCHEDULES
P200 PLUMBING FLOOR PLAN
P201 ENLARGED PLUMBING FLOOR PLANS
P202 ENLARGED PLUMBING FLOOR PLANS
P500 PLUMBING ROOF PLAN
P800 PLUMBING DETAILS
Exp. 12-31-24
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FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D ETE
R
INC
ETE
R
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:25 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P001
CITY OF SHAFTERPLUMBING LEGENDS AND NOTES 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET

Page 246 of 395 ends

PLUMBING SCHEDULE
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
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R O F N
L A I
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M41300
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FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:25 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P002
CITY OF SHAFTERPLUMBING SCHEDULES 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
G-1

GARBAGE

DISPOSAL
----- ----- ----- -----
IN-SINK-ERATOR ADVANCED SERIES EVOLUTION .75 HP WITH SOUND SEAL TECHNOLOGY, MULTI-GRIND STAINLESS STEEL CHAMBER, CONTINUOUS FEED, ON-OFF WALL SWITCH, 3-PRONG PLUG, 4 YEAR WARRANTY, 3/4 HP, 120V/1PH.

DC-1

DOWNSPOUT
COVER
----- ----- ----- -----
JAY R. SMITH 1775-U DOWNSPOUT COVER FOR OVERFLOW DRAIN PIPE. PROVIDE OPTIONAL VANDAL PROOF SCREWS. SEE PLANS FOR PIPE SIZES.

RD-1 ROOF DRAIN ----- ----- ----- -----
JAY R. SMITH 1830Y-CIDG-WD04, 8-1/2" DIAMETER ROOF DRAIN AND OVERFLOW DRAIN W/ 4" HIGH WATER DAM, DURA-COATED

CAST IRON BODY WITH GALVANIZED CAST IRON DOMES, DECK PLATE, FLASHING CLAMP, GRAVEL GUARD, AND EXTENSIONS AS REQUIRED. SEE PLANS FOR OUTLET PIPE SIZES.

SA-1 SHOCK ABSORBER ----- ----- 1" -----
SIOUX CHIEF HYDRA-RESTER MODEL 653-BS SEAMLESS COPPER CHAMBER APPROVED FOR CONCEALED INSTALLATION. PDI SYMBOL "B". INSTALL IN UPWARD POSITION.

CP-1

CIRCULATING
PUMP
----- ----- ----- 3/4"
GRUNDFOS MODEL UPS15-55SFC STAINLESS STEEL DOMESTIC HOT WATER IN-LINE CIRCULATING PUMP, WITH FLANGED CONNECTIONS, 3-SPEED MOTOR, INTEGRAL CHECK VALVE, 5 GPM AT 13 FT. TDH., 1/12 HP, 120V/1PH. (CONTROL THRU “HONEYWELL”AQUASTAT AND DIGITAL 365 DAY TIME CLOCK OR EMS CONTACTS.

ET-2 EXPANSION TANK ----- ----- 3/4" -----
WILKINS XT-8, 2.1 GALLON CAPACITY ASME RATED EXPANSION TANK WITH IN-LINE CONNECTIONS, LEAD FREE, AND FDA APPROVED BLADDER FOR POTABLE WATER USE. OPERATING WEIGHT: 14 LBS.

ET-1 EXPANSION TANK ----- ----- 3/4" -----
WILKINS XT-18, 4.8 GALLON CAPACITY ASME RATED EXPANSION TANK WITH IN-LINE CONNECTIONS, LEAD FREE, AND FDA APPROVED BLADDER FOR POTABLE WATER USE. OPERATING WEIGHT: 31 LBS.

WH-2 WATER HEATER ----- ----- 3/4" 3/4"
A.O. SMITH DEL-20 DURAPOWER COMMERCIAL ELECTRIC, 20 GALLON STORAGE CAPACITY, GLASS LINED TANK, SINGLE 2,000 WATT ELEMENT, 120V / 1PH, 10 GPH RECOVERY RATE AT 80°F TEMPERATURE RISE, AND 3/4" P&T RELIEF VALVE. DIMENSIONS:
21-3/4" DIAMETER x 22-1/4" HEIGHT. OPERATING WEIGHT: 245 LBS.

WH-1 WATER HEATER ----- ----- 3/4" 3/4"
A.O. SMITH DEN-80 DURAPOWER COMMERCIAL ELECTRIC, 80 GALLON STORAGE CAPACITY, GLASS LINED TANK, (2) 5,000 WATT ELEMENTS, SIMULTANEOUS OPERATION, 240V/3PH, 51 GPH RECOVERY RATE AT 80°F TEMPERATURE RISE, AND 3/4" P&T RELIEF VALVE. DIMENSIONS: 24" DIAMETER x 59-3/8" HEIGHT. OPERATING WEIGHT: 850 LBS.

SH-1 SHOWER SET ADA ----- ----- 3/4" 3/4"
ACORN "SHOWER-WARE" 418CBCWH-W-MSH-D, FLUSH MOUNT SHOWER SET, 18 GA. TYPE 304 STAINLESS STEEL, TRI-LEVER

HANDLE WITH T/P BALANCING MIXING VALVE, TRI-LEVER DIVERTER VALVE, MULTI-STREAM FIXED SHOWERHEAD AND

QUICK-DISCONNECTHAND SHOWER WITH FIVE FOOT STAINLESS STEEL HOSE AND NON-POSITIVE SHUTOFF, AND SURFACE MOUNTED SOAP DISH. SEE ARCHITECTURAL FOR SHOWER SEAT, GRAB BARS, AND ACCESSIBLE MOUNTING HEIGHT.

TP-1 TRAP PRIMER ----- ----- 1/2" -----
PRECISION PLUMBING PRODUCTS PR-500 "PRIME-RITE" PRESSURE DROP ACTIVATED WITH #DU-U DISTRIBUTION UNIT FOR UP TO (2) FLOOR DRAINS. PROVIDE 14"x16" STAINLESS STEEL ACCESS DOOR WITH CYLINDER LOCK. PROVIDE SOV UPSTREAM OF TRAP PRIMER.

SB-1 SUPPLY BOX ----- ----- 1/2" -----
SPECIALITY PRODUCTS OB-509-LL, LEAD FREE RECESSED METAL ICE MAKER WATER SUPPLY BOX WITH WHITE FINISH, INTEGRAL SHUT-OFF-VALVE AND MINI WATER HAMMER ARRESTER.

FD-1 FLOOR DRAIN 2" 1-1/2" TP -----
SMITH 2005Y-A05-HP-P050 COATED CAST IRON WITH 5" DIAMETER ROUND NICKEL BRONZE HEEL PROOF GRATE, DOUBLE DRAINAGE FLANGE, NO HUB OUTLET AND TRAP PRIMER CONNECTION.

HB-2 HOSE BIBB ----- ----- 3/4" -----
WOODFORD #Y24 STANDPIPE STYLE 3/4" INLET BRASS HOSE FAUCET WITH LOCKSHIELD, AND NON-REMOVABLE VACUUM BREAKER.

HB-1 HOSE BIBB ----- ----- 3/4" -----
WOODFORD B74 RECESSED WALL HOSE BOX WITH LOCKING DOOR AND DRAIN PORT, 3/4" INLET BRASS HOSE CONNECTION WITH LOCKSHIELD, NON-REMOVEABLE VACUUM BREAKER, AND OPTIONAL LOOSE TEE KEY HANDLE.

DF-1

DRINKING

FOUNTAIN W/

BOTTLE FILLER
ADA
2" 1-1/2" 1/2" -----
HAWS HI-LO MODEL 1119.8 BARRIER FREE REFRIGERATED WALL MOUNTED 14 GAUGE STAINLESS STEEL DUAL FOUNTAINS, BACK PANEL, MTGFR.LG MOUNTING FRAME, HCR8 WATER CHILLER, POLISHED CHROME BUBBLER HEADS, PUSH BUTTON VALVES, VANDAL RESISTANT BOTTOM PLATES, AND PROVIDED WITH HAWS 1920HO SENSORED BOTTLE FILLER, MODEL 6469 DRIP TRAY, AND MODELBP32 32" STAINLESS STEEL BACK PANEL, HAWS 6700 MOUNTING PLATE. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE MOUNTING HEIGHT.ELECTRICAL REQUIREMENTS: 115V / 1PH, 5 AMPS.

MS-1 MOP SINK 3" 2" 1/2" 1/2"
KOHLER WHITBY K-6710 CORNER STYLE FLOOR MOUNTED, 28"x 28"x12" DEEP ENAMELED CAST IRON WITH #K-8940 RIM GUARD,#K-9146 DRAIN STRAINER, CHICAGO MODEL 897-CCP WALL MOUNT POLISHED CHROME FAUCET WITH HOSE THREAD OUTLET, VACUUM BREAKER, INTEGRAL STOPS, INTEGRAL CHECK VALVES, AND WALL BRACE. FLORESTONE #MR-370 HOSE WITH HOOK, AND FLORSTONE MR-372 MOP HANGER.

S-2 HEALTH SINK ADA 2" 1-1/2" 1/2" 1/2"
JUST SL-ADA-1613-A60-J, 10"x10"x6" DEEP BOWL SIZE, SINGLE COMPARTMENT, 18 GAUGE TYPE 304 STAINLESS STEEL WITH CENTER REAR DRAIN LOCATION, SELF RIMMING LEDGE, 4" CENTERS FAUCET HOLES, J-35GS STAINLESS STEEL BASKET STRAINER, ZURN Z812B4-XL-17F MANUAL FAUCET WITH 5-3/8" RIGID GOOSENECK SPOUT, 1.5 GPM VANDAL PROOF AERATOR, AND 4" WRISTBLADE HANDLES. PROVIDE WILKINS ZW3870XLT-4P POINT OF USE THERMOSTATIC MIXING VALVE BELOW SINK.

S-1

BREAKROOM SINK
ADA
2" 1-1/2" 1/2" 1/2"
JUST SL-ADA-2019-A60-J, 16"x13-1/2"x6" DEEP BOWL SIZE, SINGLE COMPARTMENT, 18 GAUGE TYPE 304 STAINLESS STEEL WITH CENTER REAR DRAIN LOCATION, SELF RIMMING LEDGE, 8" CENTERS FAUCET HOLES, J-35GS STAINLESS STEEL BASKET STRAINER, ZURN Z871C4-XL-17F MANUAL FAUCET WITH 8" GOOSENECK SWING SPOUT, 1.5 GPM VANDAL PROOF AERATOR, AND 4" WRISTBLADE HANDLES. PROVIDE WILKINS ZW3870XLT-4P POINT OF USE THERMOSTATIC MIXING VALVE BELOW SINK.

L-1 LAVATORY ADA 2" 1-1/2" 1/2" 1/2"
KOHLER K-2005, KINGSTON WALL-HUNG LAVATORY, 20"x18" VITREOUS CHINA WITH BACKSPLASH AND WALL BRACKET, 4" CENTERS FAUCET HOLES, ZURN Z6915-XL-F AQUA SENSE HARDWIRED SENSOR FAUCET WITH 0.5 GPM AERATOR, AND MCGUIRE 155WC OFFSET GRID DRAIN. PROVIDE WILKINS ZW3870XLT-4P POINT OF USE THERMOSTATIC MIXING VALVE BELOW LAV. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE MOUNTING HEIGHTS. PROVIDE P6000-HW6 HARDWIRE POWER CONVERTER AND P6000-MJ MINI JUNCTION BOX WHERE SHOWN ON PLANS.

U-1 URINAL 2" 1-1/2" ----- -----
SLOAN WES-1000, WALL-HUNG, WATERFREE URINAL, BIODEGRADABLE SEALANT CARTRIDGE, WITH JAY R. SMITH 636 FLOOR MOUNTED SUPPORT CARRIER WITH BOTTOM BEARING PLATE. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE MOUNTING HEIGHTS.

WC-2 WATER CLOSET 4" 2" 1" -----
KOHLER K-96053-SS, WELLCOMME ULTRA 1.28 GPF, FLOOR MOUNTED 16" TOP OF SEAT HEIGHT, ELONGATED BOWL, ZURN ZEMS6000AV-HET-IS ELECTRIC HARD-WIRED (115V ELECTRIC POWER REQUIRED) SENSOR FLUSH VALVE WITH P6000-HW6 HARDWIRE POWER CONVERTER AND P6000-MJ MINI JUNCTION BOX, CHURCH 9500SSCT SOLID PLASTIC OPEN FRONT SEAT WITH CHECK STAINLESS STEEL HINGE POSTS, SELF-SUSTAINING HINGES, AND STA-TITE FASTENING SYSTEM.

WC-1

WATER CLOSET
ADA
4" 2" 1" -----
KOHLER K-96057, HIGHCLIFF ULTRA 1.28 GPF, FLOOR MOUNTED, 18" TOP OF SEAT HEIGHT,ELONGATED BOWL, ZURN ZEMS6000AV-HET-IS ELECTRIC HARD-WIRED (115V ELECTRIC POWER REQUIRED) SENSOR FLUSH VALVE WITH P6000-HW6 HARDWIRE POWER CONVERTER AND P6000-MJ MINI JUNCTION BOX, CHURCH 9500SSCT SOLID PLASTIC OPEN FRONT SEAT WITH CHECK STAINLESS STEEL HINGE POSTS, SELF-SUSTAINING HINGES, AND STA-TITE FASTENING SYSTEM. FLUSH VALVE HANDLE SHALL POINT TOWARDS WIDE SIDE OF STALL OR ROOM FOR ACCESS COMPLIANCE.

MARK FIXTURE S or W V CW HW DESCRIPTION

CONNECTION SIZES

PLUMBING FIXTURE SCHEDULE

Page 247 of 395 ends

REF.

KEYNOTES

POLICE LOBBY
101

LIVESCAN
103

RECORDS
119

STORAGE
118

ARMORY/

STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

ELECTRICAL
110 WELLNESS
109

DATA/ TELECOM
108

RESTROOM
107
HALL
121
SHOWER
106

JANITOR
105

INTERVIEW
104
MEN
123
WOMEN
124

CUSTODIAN
125

CITY ANNEX
LOBBY
122

PUBLIC SERVICE
137

COMMUNITY
ROOM
126

LIBRARY
127

COPY ROOM
136

STORAGE
134
OFFICE
133

BREAK ROOM
132

LIBRARY WORK
ROOM
130

LIBRARY OFFICE
129

TABLE & CHAIR

STORAGE
128

CITY OFFICES
135
AA
BB
CC
DD
EE
FF
GG
HH
223344556677889911
P201 1
P201 2
P202 1

RESTROOM
102

RESTROOM
131
112233445566778899
AA
BB
CC
DD
EE
FF
GG
HH
CD CD
4" OD
3" OD
4" RWL
4" OD
4" RWL
4" OD
DC-1
24 2" CW
1 4" S 3
DC-1
DC-1
DC-1
2 4
2" CW
13 4" S
3" RWL
DC-1
3" OD
4" RWL
CD
DC-1
4" RWL
CD CD
123
TYP.
11 10
11 10
5 10
12 11
3/4"
12 11
10 7
10 11
12 3/4"
5 6
10 11
12 1" HW
2" CW
4" S
5 3/4" HWR
TYP.
8 3/4"
3" RWL
4" RWL
1" CD
9 4" OD
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:27 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P200
CITY OF SHAFTERPLUMBING FLOOR PLAN 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
1 4" SEWER BELOW GRADE FROM BUILDING.

MODULAR CONTRACTOR SHALL EXTEND PIPING TO
5'-0" OUTSIDE BUILDING FOR POC TO SITE SEWER.

SITE CONTRACTOR SHALL PROVIDE ALL

NECESSARY TRANSITION FITTINGS AND MAKE FINAL

CONNECTIONS TO MODULAR BUILING
CONTRACTOR'S PIPING BELOW GRADE. SITE

CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATIONS WITH MODULAR CONTRACTOR.
2 2" DOMESTIC WATER BELOW GRADE FROM
BUILDING. MODULAR CONTRACTOR SHALL EXTEND
PIPING TO 5'-0" OUTSIDE BUILDING FOR POC TO SITE
WATER. SITE CONTRACTOR SHALL PROVIDE ALL

NECESSARY TRANSITION FITTINGS AND MAKE FINAL

CONNECTIONS TO MODULAR BUILDING
CONTRACTOR'S PIPING BELOW GRADE. SITE

CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATIONS WITH MODULAR CONTRACTOR.
3 TWO-WAY CLEANOUT IN BOX BY MODULAR
CONTRACTOR. (TYP.) SEE DETAIL 5/P800.
4 CW SOV IN BOX BY MODULAR CONTRACTOR. SEE
DETAIL 8/P800.
5 CONNECT 3/4" CD TO FAN COIL CONDENSATE PUMP
OUTLET AND ROUTE ABV. CLG.
6 3/4" CD DN. IN WALL AND CONNECT TO SINK
TAILPIECE. SEE 6/P800.
7 3/4" CD DN. IN WALL AND TERMINATE DN. INTO MOP
SINK WITH 90° ELL.
8 3/4" CD DN. FROM PACKAGE UNIT ON ROOF. (TYP.)
9 1" CD DN. IN WALL AND TERMINATE DN. INTO MOP
SINK WITH 90° ELL.
10 RWL & OD DN. FROM ROOF DRAIN AND OFFSET ABV.

CLG.
11 DAYLIGHT OD THRU EXTERIOR WALL AT +12'-0" AFF
WITH DOWNSPOUT COVER.
12 RAIN WATER LEADER BELOW GRADE FROM
BUILDING. MODULAR CONTRACTOR SHALL EXTEND
PIPING TO 5'-0" OUTSIDE BUILDING FOR POC TO SITE
STORM DRAIN. SITE CONTRACTOR SHALL PROVIDE

ALL NECESSARY TRANSITION FITTINGS AND MAKE

FINAL CONNECTIONS TO MODULAR BUILDING
CONTRACTOR'S PIPING BELOW GRADE. SITE

CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATIONS WITH MODULAR CONTRACTOR.

NORTH
PLUMBING FLOOR PLAN 1/8" = 1'-0"
1

Page 248 of 395 ends

KEYNOTES
AA
BB
CC
DD
EE
33 LIVESCAN
103

INTERVIEW
104

JANITOR
105
SHOWER
106
HALL
121

POLICE LOBBY
101
FD-1
U-1 WC
-1
L-1
HB-1L
-1
WC-1
FD-1

RESTROOM
102
L-1
SH-1

RESTROOM
107
WH-1
ET-1
MS-1
CP-1
33 AA
BB
CC
DD
EE
FD-1
TP-1
SA-1
2" VTR
SA-1
U-1
2" VTR
TP-1
WC-1
FD-1

S S S S S
4" S
5 12
61 3
11 4
2 7
11 8
3 11
12 1
15 15
3 2
4 4" S
4" S
4"
9 10
1 1/2"
3/4"
2" V
1 1/2" CW
2" V
3/4" HWR
2" V
1" 1"
1"
1"
1 1/2" V
3/4"
1 1/2" V
1 1/4" CW
1" CW
3/4" CW
2" CW
2" CW
2"
2" CW
2"
4 AA
BB
CC
778899

CITY ANNEX
LOBBY
122
MEN
123
WOMEN
124

CUSTODIAN
125

COMMUNITY
ROOM
126 LIBRARY
127
U-1
WC-1
L-1
FD-1
L-1
FD-1
WC-1
WC-2 HB
-1
DF-1
MS-1
778899
AA
BB
CC
S
S S
S
S S
SA-1
3" VTR
2" VTR
SA-1
2" VTR
TP-1
SA-1
CP-1
WH-2
ET-2
12 5
4" S
3 3
1 4" COTG
1 4" COTG
4" S
4 2
2" S
13 2" WCO
4" COTG
147
1 6
4 3/4"
3/4"
3/4"
2" V
2" V
4" S
2" V
1 1/2" V
4" S
4" S
1 1/2"
1" CW
2" CW
4" S
1 1/2" V
3/4"
3/4"
1 1/2" V
2" CW
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:28 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P201
CITY OF SHAFTERENLARGED PLUMBING FLOOR PLANS 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
ENLARGED PLUMBING FLOOR PLAN - CITY RESTROOMS 1/4" = 1'-0"1 1 4" S, 2" V OFFSET BEL. FLR., & 1-1/2" CW FOR
WATER CLOSET.
2 2" S W/ WALL CLEANOUT, 1-1/2" VR, & 3/4" CW FOR
URINAL. CAP CW LINE ROUGH-IN IN WALL W/ S.S.

COVER PLATE.
3 2" S, 1-1/2" VR, 3/4" CW, & 1/2" HW FOR LAVATORY.
4 2" S W/ P-TRAP, 1-1/2" V OFFSET BEL. FLR., & 1/2" TP
FOR FLOOR DRAIN.
5 1/2" CW WITH SOV FOR TRAP PRIMER WITH
STAINLESS STEEL ACCESS DOOR.
6 3/4" CW FOR HOSE BIBB AT +24" AFF.
7 3" S W/ P-TRAP, 2" V OFFSET BEL. FLR., 3/4" CW, &
3/4" HW FOR MOP SINK.
8 1" CW, 1" HW, 3/4" HWR, & 3/4" P&T RELIEF FOR
FLOOR MOUNTED WATER HEATER. SEE 3/P800 FOR
WATER HEATER ANCHORAGE AND PIPING.
9 3/4" CW & 1/2" HW FOR SHOWER SET.
10 2" S W/ P-TRAP & 1-1/2" V OFFSET BEL. FLR. FOR
SHOWER FLOOR DRAIN.
11 CW ISOLATION VALVE ABOVE CEILING WITH
CEILING ACCESS PANEL. LOCATE VALVE WITHIN 12"
OF CEILING.
12 FLUSH VALVE POWER CONVERTER AND MINI
JUNCTION BOX ABV. CLG. WITH CEILING ACCESS
PANEL. SEE ELECTRICAL DRAWINGS FOR WIRING.
13 2" S, 1-1/2" VR, & 3/4" CW FOR DRINKING FOUNTAIN.
14 3/4" CW, 3/4" HW, 3/4" HWR, & 3/4" P&T RELIEF FOR
PLATFORM MOUNTED WATER HEATER. SEE 2/P800
FOR WATER HEATER ANCHRORAGE AND 3/P800
FOR PIPING.
15 3/4" CW UP TO HOSE BIBB ON ROOF.

NORTH
ENLARGED PLUMBING FLOOR PLAN - POLICE RESTROOMS 1/4" = 1'-0"2 NORTH

Page 249 of 395 ends

REF.

KEYNOTES
FF
GG
HH
33445566

OFFICER

WORKSTATIONS
120

BREAK ROOM
111
HALL
121

DATA/ TELECOM
108

WELLNESS
109

ELECTRICAL
110

CITY OFFICES
135

BREAK ROOM
132

LIBRARY WORK
ROOM
130
S-1
S-2
S-1
WC-1
L-1
S-1
FD-1
SB-1
SB-1
33445566
FF
GG
HH
S
S S
SS
HB-1
1-1/2" VTR
SA-1
2" VTR
TP-1
1-1/2 VTR
4" COTG
6 7
2 9
G-1
8 9
2 1
7 5
3 2" V
4"
2"
2" V
3/4"
4" FCO
3/4"
1 1/2"
4 1 1/2" V
10 2
G-1
3/4"
1"
1"
2"
4"
1"
2"
1"
4" 2"
3/4"
1 1/2" V
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:28 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P202
CITY OF SHAFTERENLARGED PLUMBING FLOOR PLANS 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
1 4" S, 2" V OFFSET BEL. FLR., & 1-1/2" CW FOR
WATER CLOSET.
2 2" S W/ WALL CLEANOUT, 1-1/2" VR, 3/4" CW, & 1/2"
HW FOR SINK.
3 2" S, 1-1/2" VR, 3/4" CW, & 1/2" HW FOR LAVATORY.
4 2" S W/ P-TRAP, 1-1/2" V OFFSET BEL. FLR., & 1/2" TP
FOR FLOOR DRAIN.
5 1/2" CW WITH SOV FOR TRAP PRIMER WITH
STAINLESS STEEL ACCESS DOOR.
6 3/4" CW FOR HOSE BIBB AT +24" AFF.
7 1/2" CW DN. IN WALL FOR RECESSED ICE MAKER
SUPPLY BOX AT +12" AFF.
8 2"S W/ WALL CLEANOUT, 1-1/2" VR, 3/4" CW, & 1/2"
HW FOR SINK. ROUTE S, CW, & HW PIPING ALONG
BACK OF CABINET.
9 CW ISOLATION VALVE ABOVE T-BAR CEILING.

LOCATE VALVE WITHIN 12" OF CEILING.
10 FLUSH VALVE POWER CONVERTER AND MINI
JUNCTION BOX ABV. CLG. WITH CEILING ACCESS
PANEL. SEE ELECTRICAL DRAWINGS FOR WIRING.

ENLARGED PLUMBING FLOOR PLAN - BREAKROOMS 1/4" = 1'-0"
1 NORTH

Page 250 of 395 ends

KEYNOTES
AA
BB
CC
DD
EE
FF
GG
HH
2233445566778899112233445566778899
AA
BB
CC
DD
EE
FF
GG
HH
3" RD-1
4" RD-1 4" RD-1
3" RD-1
4" RD-1
4" RD-1
2 2
2 2
2 2
2 2
2 22
2 22
2 1
TYP.

TYP.
3 2
4 HB
-2
2 2
2 2" VTR
2" VTR
3" VTR
2" VTR
2" VTR
1-1/2" VTR 1-1/2" VTR
2" VTR
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:29 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P500
CITY OF SHAFTERPLUMBING ROOF PLAN 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
NORTH
PLUMBING ROOF PLAN 1/8" = 1'-0"
1 1 ROOF DRAIN AND OVERFLOW DRAIN. SEE P200 FOR
PIPING BELOW ROOF. (TYP.)
2 HVAC UNIT, SEE MECHANICAL PLANS.
3 CONNECT 3/4" CD TO HVAC UNIT WITH TRAP PER
DETAIL 7/P800 AND DROP DN. THRU ROOF. SEE P200
FOR PIPING BELOW ROOF. (TYP.)
4 3/4" CW UP THRU ROOF FOR HOSE BIBB.

Page 251 of 395 ends

L
4x6 BETWEEN BEAMS
W/SIMPSON U46 HANGER
AT EACH END.

PIPE HANGER.

NUT & WASHER,
(TYP. AT TOP &

BOTTOM OF
MEMBER).

C 4x6 & PIPE.
3/8"Ø ROD.

ROOF JOIST
PIPE, (TYP.)
FINISH FLOOR.
1/8"x1"GALV. STEEL STRAP
AROUND WATER HEATER.

SECURE TO STUDS OR
BLOCKING IN WALL.

CHECK VALVE.

CP-1, CIRCULATING PUMP.
3/4" HWR.

CW INLET. SEE PLAN
FOR SIZE.

P&T RELIEF VALVE.

DISCHARGE INTO MOP SINK
ELECTRIC WATER HEATER.

UNION, (TYP)

GATE VALVE,
(TYPICAL)
HW OUTLET. SEE PLAN
FOR SIZE.

ET-1

WATER HEATER RESTRAINT
SYSTEM WITH BACK SPACER.
(WATTS E-75).

ANCHOR WATER HEATER

PLATFORM TO BLOCKING IN
WALL.
30-SWHP-WM - 24"x24" SQ. - UP TO 300# FOR WH-2
HOLD-RITE QUICK STAND MODEL - SIZE - WT. CAPACITY
WATER HEATER MAX.

WT=245 LBS., SEE PLUMBING
SCHEDULE.

HOLD-RITE QUICK STAND
WITH 1" WELDED STEEL DRAIN
FITTING. PIPE 1" DRAIN LINE DN.

IN WALL & SPILL W/ 90° ELL DN.

INTO MOP SINK.

WATER HEATER

RESTRAINT

STRAPS SHALL BE
AT 1/3HT AND 2/3 HT
NOTE: REFER TO DETAIL
3/P800 FOR SIMILAR
PIPING CONNECTIONS.

MANUFACTURER'S BRACKET.

ATTACH TO WALL BLOCKING.

NOTE:

ALL CLEANOUT BOXES WITHIN 10' OF

EACH OTHER SHALL BE LINED UP WITH

EACH OTHER AND PARALLEL TO
SIDEWALK OR BUILDING WALL.
3"
FINISH GRADE.

CLEANOUT BOX.

CLEANOUT PLUG.
18"x18"x4" CONCRETE PAD

UNPAVED AREA
RAISE ABOVE GRADE 1".

PAVED AREA

VALVE BOX TO BE FLUSH
WITH FINISH CONCRETE.

SCHEDULE 40 PVC PIPE
EXTENSION.

PROVIDE MIN. 6" GRAVEL
FOR DRAINAGE BASE.

PLUGGED WYE AT

END OF LINE

AS REQUIRED
2-WAY CLEANOUT.
18"x18"x4" CONCRETE PAD.

UNPAVED AREA
RAISE ABOVE GRADE 1".

PAVED AREA

VALVE BOX TO BE FLUSH
WITH FINISHED CONCRETE.

CLEANOUT PLUG.

NOTE:ALL CLEANOUT BOXES
WITHIN 10' OF EACH OTHER SHALL

BE LINED UP WITH EACH OTHER

AND PARALLEL TO SIDEWALK OR
BUILDING WALL.

FINISH GRADE.

CLEANOUT BOX.

WALL.

CONDENSATE DRAIN LINE
FROM A/C UNIT.

CHROME PLATED
ESCUTCHEON.

CHROME PLATED
COPPER TUBING.

FINISH FLOOR.
1-1/2" TAILPIECE.

TEE CONNECTION.
1-1/4" TAILPIECE.

LAVATORY OR SINK.

COPPER TUBING.

CAPPED TEE
CONDENSATE DRAIN. SEE

PLAN FOR SIZE AND
CONTINUATION.

CONDENSATE DRAIN).
(SAME SIZE AS

STAINLESS STEEL
HOSE CLAMPS.

NEOPRENE HOSE.

FOR CLEANOUT.

PLUG FOR DRAW
THRU UNITS.

EQUIP.

MECH.
3" MINIMUM
1" MINIMUM
NOTE:

BASE FOR DRAINAGE.

SCHEDULE 40 PVC PIPE
PROVIDE MIN. 6" GRAVEL

SYSTEM, SEE PLAN FOR

SERVICE FROM DISTRIBUTION
EXTENSION.

VALVE BOX.

UNION.

SERVICE TO BUILDING
WALK OR BUILDING WALL. DO
OTHER AND PARALLEL TO SIDESHALL BE LINED UP WITH EACH
WITHIN 10'-0" OF EACH OTHER

ALL SHUT-OFF VALVE BOXES
FINISH GRADE.

NOT LOCATE IN SIDEWALKS.

SEE PLAN FOR TYPE
AND SIZE.

TYPE AND SIZE.

RAISE ABOVE GRADE 1"
18"x18"x4" CONCRETE PAD

UNPAVED AREA
WITH FINISH CONCRETE.

VALVE BOX TO BE FLUSH

PAVED AREA
3 "
WATER HEATER ON FLOOR N.T.S.3
CLEANOUT TO GRADE N.T.S.4
CONDENSATE DRAIN CONNECTION N.T.S.7
SHUTOFF VALVE IN BOX N.T.S.8
2-WAY CLEANOUT TO GRADE N.T.S.5 PIPE HANGER N.T.S.1
CD TO SINK TAILPIECE N.T.S.6 WATER HEATER ON WALL N.T.S.2 Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/26/2024 5:23:30 PM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-P-Shafter Police Station_joshua.maynard78937.rvt P800
CITY OF SHAFTERPLUMBING DETAILS 9/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET

Page 252 of 395 ends

GENERAL NOTES

1. COORDINATION OF WORK: LAYOUT OF MATERIALS, EQUIPMENT AND

SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY
DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY.

2. THE ACTUAL LOCATION OF ALL MATERIALS, PIPING, DUCTWORK, FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY PLANNED, PRIOR TO

INSTALLATION OF ANY WORK TO AVOID ALL INTERFERENCES WITH EACH

OTHER, OR WITH STRUCTURAL, ELECTRICAL, ARCHITECTURAL OR OTHER ELEMENTS.

3. VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS. ALL CONFLICTS SHALL BE CALLED TO THE ATTENTION

OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT.

4. PROVIDE ALL DUCT TRANSITION PIECES AND FITTINGS REQUIRED TO

ACCOMMODATE MECHANICAL EQUIPMENT CONNECTIONS, STRUCTURE, ARCHITECTURAL ELEMENTS, AND CHANGES IN DUCT SIZES.

5. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY SMACNA AND CHAPTER 6 OF THE 2022 CMC.

6. ALL DUCTWORK AND PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF THE 2022 CMC. INSULATION MATERIALS SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8, 120.3, AND 120.4 OF THE 2022 CALIFORNIA ENERGY CODE.

7. ALL DUCT SIZES SHOWN ARE NET INSIDE DIMENSIONS.

8. DUCTWORK SHALL BE SHEET METAL CONSTRUCTED IN COMPLETE CONFORMANCE WITH CMC LATEST EDITION, CHAPTER 6 AND THE LATEST SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

9. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY

CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY WORK PERFORMED IN CONFLICT WITH THE

CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED

BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR THE OWNER REPRESENTATIVE.

10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS (SUPPLY, RETUTRN, O.A.

AND EXHAUST) FOR SYSTEM BALANCING.

11. HANDLE, STORE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS AND AS DIRECTED IN THE PROJECT MANUAL.

12. ALL AIR SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED TO MEET THE REQUIRED FLOW. TAB METHODOLOGY SHALL BE SUBMITTED TO OWNER

REPRESENTATIVE PRIOR TO IMPLEMENTATION AND IN ACCORDANCE WITH PROJECT SEQUENCING.

LEGEND
T
2 M202 3
M400
&@CL#
SYMBOL ITEM ABBR. SYMBOL ITEM ABBR.

EXISTING

BELOW FLOOR

BELOW GRADE

TYPICAL

CONTINUATION

ABOVE CEILING
(E)

NEW (N)
(TYP)
CONT

BEL FLR
BEL GR

ABV CLG
AND
AT

ABOVE FINISHED FLOOR AFF

CENTER LINE

ABOVE ABV

CEILING CLG

DIAMETER

ALTERNATE ALT

ARCHITECT / ARCHITECTURAL ARCH

DOWN DN

DRAWING DWG

ELECTRICAL ELEC

FLOOR FLR

FEET FT

GAUGE GA

GALLON GAL

GALLONS PER MINUTE GPM

POUNDS LBS

MAXIMUM MAX

MINIMUM MIN

NOT IN CONTRACT NIC

NOT TO SCALE NTS

OUTSIDE DIAMETER OD

INSIDE DIAMETER ID

ROOM RM

SQUARE FEET SQ FT

STAINLESS STEEL SS

TEMPERATURE TEMP

WITH W/

WITHOUT W/O

FLOW LINE FL
TV

CFM (E)
FD
VCD
OSA
EA
RA
SA

EXISTING (DESIGNATED)

PIPE/DUCT TURN UP

PIPE/DUCT TURN DOWN

OUTSIDE AIR

EXHAUST AIR

RETURN AIR

SUPPLY AIR

DIRECTION OF FLOW

EXTRACTOR

TURNING VANES

EXHAUST AIR DUCT RISE

RETURN AIR DUCT RISE

SUPPLY AIR DUCT RISE

DUCT WITH ACOUSTIC LINING
ROUND DUCT (SMALLER THAN 10" )

SUPPLY AIR DUCT DROP
F/SD

ROUND FLEXIBLE DUCT
T'STAT

DIGITAL INPUT

ANALOG OUTPUT

DIGITAL OUTPUT

ANALOG INPUT

FLOW SWITCH

CURRENT SENSOR

PRESSURE STATION

AIR FLOW STATION

TEMPERATURE SENSOR

DIFFERENTIAL PRESSURE SWITCH
AO
DI
PS
DO
AI
FS
CS
AFS
TS
DPS

BLIND FLANGE BLF
BFC

REMOTE T'STAT WITH SENSOR IN DUCT

MOTORIZED DAMPER

PIPING CAP

BOILER BLOWDOWN

SURFACE BLOWDOWN

BOILER FEED

CHEMICAL FEED

DOMESTIC COLD WATER

BELOW FINISH CEILING

SOFT COLD WATER
D
CRS
CHWR
CHWS
HWR

HOT WATER SUPPLY HWS

HOT WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

STEAM SUPPLY

STEAM CONDENSATE RETURN
DRAIN

REFRIGERANT DISCHARGE

REFRIGERANT LIQUID

REFRIGERANT SUCTION
CWS

CONDENSER WATER RETURN CWR
RD
RL
RS

COMPRESSED AIRA

VOLUME CONTROL DAMPER WITH LOCKING

QUADRANT

FIRE DAMPER WITH ACCESS PANEL
-OR-

FIRE/SMOKE DAMPER WITH ACCESS PANEL

CUBIC FEET OF AIR PER MINUTE
THERMOSTAT; THERMOSTAT LABEL
EXAMPLE: THERMOSTAT FOR AC-1
MOUNT AT 48" AFF TO TOP OF BOX
POC

POINT OF CONNECTION

TO EXISTING

DETAIL REFERENCE
EXAMPLE: DETAIL 2, SHEET M202

SECTION REFERENCE
EXAMPLE: SECTION 3, SHEET M400
AC-1

REMOVE / DEMO EXISTING (DESIGNATED)
-OR-
CO
2 SENSOR

DUCT DETECTOR

SMOKE DETECTOR

MAKE-UP AIR UNIT MAU

THROUGH THRU

AIR HANDLER UNIT AHU
DIA

CALIFORNIA PLUMBING CODE CPC

CALIFORNIA MECHANICAL CODE CMC

GALLONS PER HOUR GPH

SPECIFICATION SPEC

HEAT DETECTOR

EXISTING DUCT
(DESIGNATED)

REMOVE/ DEMO EXISTING

DUCT (DESIGNATED)

FIRE DAMPER W/MOTORIZED RESET

AND ACCESS DOOR

FIRE DAMPER WITH ACCESS PANEL

OR SECURITY BARS

KEYNOTE

NEW EQUIPMENT TAG
EXAMPLE: DESCRIPTION EF,
MARK NUMBER 8

GRILLE TAG

AIR CONDITIONING AC

BACKDRAFT DAMPER BDD
SD
HD
DD

BRITISH THERMAL UNIT BTU

BRITISH THERMAL UNIT PER HOUR BTUH

EXHAUST AIR EA

EXHAUST FAN EF

EXHAUST EXH
NUMBER NO.

ELBOW ELL

RETURN AIR RA

SUPPLY AIR SA

VARIABLE AIR VOLUME UNIT VAV

BYPASS TIMER BPT

TWO-WAY CONTROL VALVE

SECURITY BARS

PRESSURE GAGE

THERMOMETER

GLOBE VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

GATE VALVE

PLUG VALVE

PRESSURE RELIEF VALVE
UNION

INSTRUMENT WELL

FLOW SWITCH
"Y" TYPE STRAINER

FLEXIBLE CONNECTION

CONCENTRIC REDUCER
PRV
FS
FLEX

BALANCING COCK

POUNDS PER SQUARE INCH PSI

POUNDS PER SQUARE INCH ABSOLUTE PSIA

POUNDS PER SQUARE INCH GAUGE PSIG

POLYVINYL CHLORIDE PVC

UNDER GROUND U/G

RECTANGULAR OR ROUND DUCT
(10" AND LARGER)

EXHAUST AIR DUCT DROP

RETURN AIR DUCT DROP

OUTSIDE AIR DUCT RISE

OUTSIDE AIR DUCT DROP

PETE'S PLUG
EF8A1
MT
BD
SBD
BF
CF
CW
SCW
HWS
HWR
CHWS
CHWR
CWS S
CRD
RD
RL
CWR
RSA
CO
DD
SD
HD
SYMBOL ITEM ABBR.

MECHANICAL SHEET INDEX

ANCHORAGE & BRACING NOTES

MEP COMPONENT ANCHORAGE NOTE

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE AHJ APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26, AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY THE AHJ.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS

SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE

APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY THE AHJ. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

13.6.8; AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PRE-APPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR

MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E - OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP MD PP E - OPTION 2: SHALL COMPLY WITH HCAi (OSHPD) PRE-APPROVAL (OPM #) #____________, AS INCLUDED IN THESE DRAWINGS WITH PROJECTSPECIFIC NOTES AND DETAILS.

TITLE 24 ACCEPTANCE TESTING
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON ALL NEWLY INSTALLED

LIGHTING CONTROLS, MECHANICAL SYSTEMS, ENVELOPES, AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL PERFORMANCE TEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE.

LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).

MECHANICAL SYSTEMS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021.

ENVELOPE AND PROCESS EQUIPMENT ACCEPTANCE TESTS SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR, ENGINEER/ARCHITECT OF RECORD, OR THE OWNER'S AGENT.

A LISTING OF CERTIFIED ATT CAN BE FOUND AT:
https://www.energy.ca.gov/programs-and-topics/programs/acceptance-test-technician-certification-provider-program/acceptance.

THE ACCEPTANCE TESTING PROCEDUERS MUST BE REPEATED, AND DEFICIENCIES MUST BE CORRECTED BY THE

BUILDER OR INSTALLING CONTRACTOR UNTIL THE CONSTRUCTION/INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA.

PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.

M001 MECHANICAL SCHEDULES, LEGENDS, AND NOTES
M002 MECHANICAL SCHEDULES
M200 MECHANICAL FLOOR PLAN
M300 AIR BALANCE PLAN
M500 MECHANICAL ROOF PLAN
M700 EMS CONTROLS
M800 MECHANICAL DETAILS
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
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I
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GN
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A NOI S FES RO P
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A
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HT E W D. S OD ERS T R
O
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T
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FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:01 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M001
CITY OF SHAFTERMECHANICAL SCHEDULES, LEGENDS, AND NOTES 09/27/24 22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET

Page 253 of 395 ends

MECHANICAL SCHEDULES
Exp. 12-31-24
C
E
E O T
T S
A
M
C F
L A

A CH N I A

I R O F N
L
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M41300
ET SI
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FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D ETE
R
INC
ETE
R
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:02 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M002
CITY OF SHAFTERMECHANICAL SCHEDULES 09/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET

2. FURNISH WALL MOUNTED CO2 SENSOR FOR DEMAND CONTROL VENTILATION.

1. CEC TITLE 24 COMPLIANT INTEGRATED ECONOMIZER (MICROMETL), SEISMIC CALCULATED ROOF CURB SLOPED TO MATCH ROOF (MICROMETL), VERTICAL ORIENTATION.

ACCESSORIES 1 1 1 1 1 1, 2
OPER. WT (LBS) 750 750 750 1,000 750 1,175

LOCATION POLICE LOBBY /

RECORDS

OFFICER

WORKSTATIONS OFFICES / BREAKROOM CITY OFFICES LIBRARY COMMUNITY ROOM MODEL NUMBER WHC036-4 WHC036-4 WHC036-4 WHC048-4 WHC036-4 WHC074-4

TYPE HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP

MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE
TYPE MERV 13 MERV 13 MERV 13 MERV 13 MERV 13 MERV 13

FILTERS
QTY. / SIZE 2 / 20x35x2 2 / 20x35x2 3 / 20x35x2 4 / 16x25x2 2 / 20x35x2 4 / 20x25x2 NO. OF STAGES 1 1 1 1 1 1
AUXILIARY ELEC. (KW) 6.0 6.0 6.0 6.0 6.0 9.0
HSPF 8.8 8.8 8.8 8.8 8.8 3.5 COP

HEATING
CAPACITY @ 47°F (MBH) 32.1 32.0 32.0 43.2 32.1 74.1
AMBIENT AIR (°F) 105 105 105 105 105 105
EADB / EAWB (°F) 80 / 67 80 / 67 80 / 67 80 / 67 80 / 67 80 / 67 TOTAL (MBH) 32.11 31.88 31.88 43.13 32.11 70.03
SENSIBLE (MBH) 25.13 23.86 23.86 33.34 25.13 49.84

COOLING
NOMINAL TONS 3 3 3 4 3 6

DRIVE DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT
RPM 927 922 922 884 927 922
HP / BHP 0.75 / 0.5 0.75 / 0.45 0.75 / 0.45 1.0 / 0.52 0.75 / 0.5 2.75 / 0.49 DCV MIN. O.S.A. (CFM) - - - - - 185
MIN. O.S.A. (CFM) 250 160 180 280 195 520
EXT. SP (IN. WC) 0.8 0.8 0.8 0.8 0.8 0.8
BLOWER
SUPPLY AIR (CFM) 1,200 1,100 1,100 1,400 1,200 2,000
SEER / EER @ ARI 16.0 / 12.5 16.0 / 12.5 16.0 / 12.5 16.5 / 13.0 16.0 / 12.5 15.5 / 12.1 MCA / MOCP 22 / 25 22 / 25 22 / 25 23 / 25 22 / 25 33 / 35 F.L.A. 17.75 17.75 17.75 18.7 17.75 28.2
VOLTS / PHASE 460 / 3 460 / 3 460 / 3 460 / 3 460 / 3 460 / 3 DESIGNATION HC-1 HC-2 HC-3 HC-4 HC-5 HC-6

PACKAGE HEAT PUMP SCHEDULE

2. PROVIDE STAINLESS STEEL GRILLE, INSULATED CABINET, NEOPRENE SUSPENDED ISOLATOR KIT, AND SPEED CONTROLLER

1. PROVIDE ECM MOTOR AND NEOPRENE ISOLATOR KIT.

ACCESSORIES 1 2 2 1 2 1
OPER. WT. (LBS) 60 20 20 60 20 60
LOCATION POLICE RESTROOMS 110 ELECT. 131 RESTROOM CITY ANNEX RESTROOMS 102 RESTROOM POLICE STORAGEROOMS

CONTROL EMS EMS EMS EMS EMS EMS
MODEL NUMBER SQ-90-VG SP-B150 SP-B150 SQ-95-VG SB-B150 SQ-90-VG

TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL

MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK

MOUNTING IN-LINE CEILING CEILING IN-LINE CEILING IN-LINE

DRIVE DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT
TIP SPEED / SONES 4,337 / 7.2 1,791 / 1.5 1,470 / 0.6 4,596 / 8.6 1,791 / 1.5 3,868 / 5.9 RPM 1,523 862 707 1,614 862 1359
VOLTS / PHASE 115 / 1 115 / 1 115 / 1 115 / 1 115 / 1 115 / 1 HP / BHP 0.1 / 0.06 128 WATTS 128 WATTS 0.17 / 0.11 128 WATTS 0.1 / 0.04 EXT. SP (IN. WC) 0.5 0.25 0.25 0.5 0.25 0.4
CFM 295 125 100 520 125 260
DESIGNATION EF-1 EF-2 EF-3 EF-4 EF-5 EF-6

EXHAUST FAN SCHEDULE

6. CONDENSATE LIFT PUMP.

5. INDOOR UNIT IS POWERED BY OUTDOOR UNIT.

4. INTERFACE MODULE FOR 3RD PARTY THERMOSTAT CONTROL.

3. MERV 13 FILTER BOX.

2. REFRIGERANT LINE SET COVERS FOR EXPOSED PIPING IN ROOM. (AC COVER GUARD)

1. WIRED WALL MOUNTED THERMOSTAT.

ACCESSORIES 1,2,4,5,6 1,3,4,5 1,3,4,5
OPER. WT (LBS) 55 110 110
LOCATION 108 DATA / TELECOM 113 CONFERENCE 122 CITY ANNEX LOBBY MODEL NUMBER TPKA0A024 TPEADA024 TPEADA030

TYPE HIGHWALL CONCEALED DUCTED CONCEALED DUCTED

MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI FILTERS
TYPE FACTORY MERV 13 MERV 13
QUANTITY/SIZE - 2 / 14x20x2 2 / 14x20x2

HEATING
CAP. (MBH) @ 47°F 26 26 32
EADB / EAWB (°F) 80 / 67 80 / 67 80 / 67
TOTAL (MBH) 24 24 30

COOLING
SENSIBLE (MBH) 18.5 16.3 20.4

DRIVE DIRECT DIRECT DIRECT
F.L.A. 0.36 2.1 2.18
MCA / MOCP 1.0 / - 2.6 / - 2.7 / -
VOLTS / PHASE 208 / 1 208 / 1 208 / 1
MIN. O.S.A. (CFM) - 155 280
BLOWER
EXT. SP (IN. WC) - 0.5 0.6
SUPPLY AIR (CFM) 700 667 795
DESIGNATION IDU-1 IDU-2 IDU-3

INDOOR UNIT SCHEDULE

ACCESSORIES - - -
OPER. WT (LBS) 160 160 160
LOCATION 108 DATA / TELECOM 113 CONFERENCE 122 CITY ANNEX LOBBY MODEL NUMBER TRUZA024 TRUZA024 TRUZA030

TYPE HEAT PUMP HEAT PUMP HEAT PUMP

MANUFACTURER MITSUBISHI MITSUBISHI MITSUBISHI
AMBIENT COOL / HEAT (°F) 95 / 47 95 / 47 95 / 47
HEATING CAP. (MBH) 26 26 32
COOLING CAP. (MBH) 24 24 30
EER / SEER (AT ARI) 12.2 / 21.4 11.7 / 19.6 10.0 / 19.1 MCA / MOCP 19 / 26 19 / 26 19 / 26
VOLTS / PHASE 208 / 1 208 / 1 208 / 1
F.L.A. (AMPS) 7.4 7.4 7.4
DESIGNATION ODU-1 ODU-2 ODU-3

OUTDOOR UNIT SCHEDULE

E WALL LOUVER
RUSKIN ELF6375DX DRAINABLE STATIONARY EXTRUDED ALUMINUM LOUVER, 57% FREE AREA, 6" FRAME DEPTH, 'J' STYLE BLADE, 5/8" MESH SCREEN ON INSIDE FACE, FLANGE FRAME. FINISH AND COLOR TO BE SELECTED BY ARCHITECT.

SURFACE MOUNT

RETURN / EXHAUST
TITUS MODEL 25RL (TYPE 1) STEEL FIXED LOUVER GRILLE, 1/2" BLADE SPACING, FIXED 30° DEFLECTION, STANDARD FINISH - #26 WHITE.

SURFACE MOUNT
SUPPLY
TITUS MODEL TDC (TYPE 1) STEEL LOUVER DIFFUSER, CONCEALED FASTENERS, SQUARE OR RECTANGULAR NECK, STANDARD FINISH - #26 WHITE.

LAY-IN RETURN /

EXHAUST
TITUS MODEL PAR (TYPE 3) PERFORATED FACE DIFFUSER, 24"x24" MODULE, STANDARD FINISH - #26 WHITE.

A LAY-IN SUPPLY
TITUS MODEL PMC (TYPE 3) PERFORATED FACE DIFFUSER, FIELD POSITIONABLE DIRECTIONAL LOUVER CORE MOUNTED AT NECK, SQUARE NECK, 24"x24" MODULE, STANDARD FINISH - #26 WHITE.

MARK DUTY DESCRIPTION

GRILLE SCHEDULE

1. PROVIDE BACKDRAFT DAMPER, BIRD SCREEN AND ROOF CURB.

ACCESSORIES 1 1 1 1 1 1 1 1 1 1 1
OPER. WT. (LBS) 70 70 70 100 100 100 100 130 45 45 45

LOCATION POLICE RESTROOMS

CITY ANNEX

RESTROOMS

POLICE STORAGE
ROOMS
120 OFFICER

WORKSTATIONS
120 OFFICER

WORKSTATIONS
137 PUBLIC SERVICE 127 LIBRARY
126 COMMUNITY
ROOM
110 ELECT. 131 RESTROOM 102 RESTROOM

MODEL NUMBER FGR FGR FGR FGR FGR FGR FGR FGR GRSR GRSR GRSR

MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK

MOUNTING ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB SIZE 8"x10" 10"x12" 8"x8" 16"x22" 16"x22" 16"x22" 16"x20" 16"x34" 8" 8" 8" SP (IN. WC) 0.04 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.01 0.01 0.01 CFM 295 520 260 1,310 1,310 1,300 1,200 2,000 125 100 125 DESIGNATION RV-1 RV-2 RV-3 RV-4 RV-5 RV-6 RV-7 RV-8 RV-9 RV-10 RV-11

RELIEF VENT SCHEDULE

Page 254 of 395 ends

REF.

KEYNOTES
112233445566778899
AA
BB
CC
DD
EE
FF
GG
HH

STORAGE
118

ARMORY/

STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

RECORDS
119

POLICE LOBBY
101

LIVESCAN
103
HALL
121

INTERVIEW
104

JANITOR
105
SHOWER
106

RESTROOM
107

DATA/ TELECOM
108

WELLNESS
109 ELECTRICAL
110

CITY OFFICES
135

CITY ANNEX
LOBBY
122

PUBLIC SERVICE
137

COPY ROOM
136
OFFICE
133

BREAK ROOM
132

LIBRARY WORK
ROOM
130

LIBRARY OFFICE
129

TABLE & CHAIR

STORAGE
128

COMMUNITY
ROOM
126

LIBRARY
127

CUSTODIAN
125
WOMEN
124
MEN
123

STORAGE
134
2 IDU
1 IDU
3 EF
1 EF
4 EF

RESTROOM
102
2 EF
20"x14"
T
16"x12"
16"x12"
T
(IDU-1)
8"x8" 8"x8"
6"ø
10"x10"
6"ø
8"ø
10"x10"
6"x6"
12"x10"
10"ø
12"ø
16"x16"
20"x14"
10"ø
42"x8" 42"x8"
8"ø
3 IDU
(IDU-3)
T 10"x10"
15"x15"
12"ø 6"ø
12"ø
12"x12" 6"ø
12"ø
6"ø
10"ø
12"ø
6"ø
T
CO
(HC-6)
12"ø
12"ø
12"ø
8"ø
24"x16"
10"ø
8"ø
8"ø
10"ø
16"x14"
14"x14"
20"x16"
T (HC
-5)
10"ø
12"ø
12"x14"
10"ø

RESTROOM
131
10"x8" 8"ø
12"ø
8"ø
10"ø
3/8" RL &
12"ø 5/8" RS
(HC-4)
T
12"x20"
10"ø
20"x14"
8"ø
6"ø
6"ø
6"x6"
8"x6"
6"ø
5 EF
8"x6" 8"ø
6 EF
8"x8"
8"x8"
6"x6"
6"ø
(HC-1)
10"ø
6"ø
12"ø
T
(HC-3)
8"ø
12"ø
8"ø
8"ø
10"x8"
12"ø (HC
-2)
T
14"x12"
6"ø
3/8" RL &
5/8" RS
8"ø
T
(IDU-2)
8"ø
8"ø
42"x8"
42"x8"
18"x18"
15"x15"
8"ø
8"ø
10"ø
10"ø
3/8" RL & 5/8" RS
3/8" RL &
5/8" RS
6"ø
12"ø
20"x14"
14"x12"
16"x14"
12"x14"
12"x10"
18"x14"
12 9
10 8
8 13
8"ø
9 8
12 9
2 7
8 4
3 5
13 9 6"ø
13 8"ø
99 10
11 7
8 7
1 12
8"ø
6 14
14 14"x14"

GENERAL NOTES
1 16"x12" SA & 14"x12" RA DUCTS DN. FROM PACKAGE
UNIT ON ROOF. SEE M500 FOR CONT.
2 16"x14" SA & 14"x12" RA DUCTS DN. FROM PACKAGE
UNIT ON ROOF. SEE M500 FOR CONT.
3 16"x12" SA & 12"x14" RA DUCTS DN. FROM PACKAGE
UNIT ON ROOF. SEE M500 FOR CONT.
4 12"x20" SA & 14"x14" RA DUCTS DN. FROM PACKAGE
UNIT ON ROOF. SEE M500 FOR CONT.
5 16"x14" SA & 14"x14" RA DUCTS DN. FROM PACKAGE
UNIT ON ROOF. SEE M500 FOR CONT.
6 20"x16" SA & 18"x14" RA DUCTS DN. FROM PACKAGE
UNIT ON ROOF. SEE M500 FOR CONT.
7 3/8" RL & 5/8" RS PIPING UP TO CONDENSING UNIT ON
ROOF. SEE M500 FOR CONT. PIPING SHOWN AS
SINGLE LINE FOR CLARITY.
8 RELIEF DUCT UP TO RELIEF VENT ON ROOF. SEE
M500 FOR CONT.
9 EA DUCT UP TO RELIEF VENT ON ROOF. SEE M500
FOR CONT.
10 DUCTED FAN COIL SUSPENDED ABV. CLG. SEE 7/M800
FOR ANCHORAGE.
11 WALL MOUNTED FAN COIL. SEE 9/M800 FOR
ANCHORAGE.
12 IN-LINE EXHAUST FAN SUSPENDED ABV. CLG. SEE
5/M800 FOR ANCHORAGE.
13 CEILING MOUNTED EXHAUST FAN. SEE 6/M800 FOR
ANCHORAGE.
14 ROUTE OSA DUCT ABV. CLG. TO EXTERIOR WALL AND
TERMINATE WITH WALL LOUVER.

Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:05 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M200
CITY OF SHAFTERMECHANICAL FLOOR PLAN 09/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
NORTH
MECHANICAL FLOOR PLAN 1/8" = 1'-0"
1 A. SEE DETAIL 12/M800 FOR TYPICAL CEILING GRILLE.

B. SEE DETAIL 8/M800 FOR TYPICAL DUCT SUPPORTS.

C. SEE DETAIL 13/M800 FOR TYPICAL BRANCH DUCT DETAILS.

D. SEE DETAIL 10/M800 FOR TYPICAL REFRIGERANT PIPE
SUPPORTS.

E. MOUNT THERMOSTATS AT +44" AFF TO TOP OF BOX.

F. DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS.

WHERE INTERNAL LINING IS SHOWN OR SPECIFIED, INCREASE
FABRICATED DUCT DIMENSIONS TO ACCOMODATE.

G. SEE SHEET M201 FOR GRILLE SIZES AND AIR BALANCE
INFORMATION.

Page 255 of 395 ends

REF.

REF.
112233445566778899
AA
BB
CC
DD
EE
FF
GG
HH
D 230 CFM
10"x10"
C 100 CFM
6"x6"-3W
D 230 CFM
10"x10"
C 100 CFM
6"x6"-3WA 340 CFM
10"x10"-2W
D 60 CFM
6"x6"
A 620 CFM
16"x16"-4W
B
12"x12"
B
12"x12" B
12"x12"
B 1480 CFM
46"x22" A 620 CFM
16"x16"-4W A 620 CFM
16"x16"-4W
B
46"x22"
RELIEF
RELIEF
RELIEF
RELIEF
A 140 CFM
B 150 CFM
15"x15"
6"x6"-4W
A 175 CFM
8"x8"-2W
A 255 CFM
8"x8"-4WB 230 CFM
15"x15"A 385 CFM
B
10"x10"-4W
625 CFM
15"x15"
A 385 CFM
10"x10"-4W
B
22"x22"
RELIEF
A 340 CFMB
10"x10"-2W
600 CFM
15"x15"
A 160 CFM
8"x8"-4W
B 660 CFM
18"x18"
A 125 CFM
6"x6"-2W B 110 CFM
6"x6"
A 250 CFM
10"x10"-3W
A 75 CFM
6"x6"-2W
C 60 CFM
6"x6"-2W
A 410 CFM
12"x12"-4W
B 455 CFM
15"x15"
B
15"x15"

TRANSFER

TRANSFER
B 80 CFM
6"x6"
A 80 CFM
6"x6"-2W
B 150 CFM
8"x8"
A 120 CFM
6"x6"-2W
B
22"x46"
RELIEF
D 60 CFM
6"x6"
A 420 CFM
B 12"x12"-3W
22"x46"
RELIEFA 100 CFM
6"x6"-1W
A 65 CFM
6"x6"-2W
B 415 CFM
15"x15"
A 350 CFM
10"x10"-4W
B 110 CFM
8"x8"
A 90 CFM
6"x6"-2W
A 475 CFM
12"x12"-4W
C 60 CFM
6"x6"-3W
D 135 CFM
8"x8"
D 100 CFM
8"x8"
B
15"x15"
B 210 CFM
10"x10"
A 210 CFM
8"x8"-2W
B 210 CFM
10"x10"
A 210 CFM
8"x8"-2W
B 950 CFM
22"x22"
C 50 CFM
6"x6"-2W
B
22"x46"
RELIEF
A 475 CFM
12"x12"-4W
B 585 CFM
15"x15"
2 IDU
1 IDU
3 EF
1 EF
4 EF
2 EF
T
T (IDU
-1)
3 IDU
T (IDU
-3)
T
(HC-6)
T (HC
-5)
(HC-4)
T
5 EF
(HC-1)
T
(HC-3)
(HC-2)
T
T (IDU
-2)
6 EF
A 740 CFM
18"x18"-4W
B 210 CFM
10"x10"
A 210 CFM
8"x8"-2W
B 290 CFM
12"x12"
A 260 CFM
A 100 CFM
6"x6"-1W
A 70 CFM
6"x6"-3W
A 375 CFM
12"x12"-4W B 350 CFM
12"x12"

STORAGE
118

ARMORY/

STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

OFFICER

WORKSTATIONS
120

RECORDS
119

POLICE LOBBY
101

LIVESCAN
103
HALL
121

INTERVIEW
104

JANITOR
105
SHOWER
106

RESTROOM
107

DATA/ TELECOM
108

WELLNESS
109

ELECTRICAL
110

CITY OFFICES
135

CITY ANNEX
LOBBY
122

PUBLIC SERVICE
137

COPY ROOM
136
OFFICE
133

BREAK ROOM
132

LIBRARY WORK
ROOM
130

LIBRARY OFFICE
129

TABLE & CHAIR

STORAGE
128

COMMUNITY
ROOM
126

LIBRARY
127
WOMEN
124
MEN
123

STORAGE
134

RESTROOM
102

RESTROOM
131
E 280 CFM
18"x12"
E 155 CFM
12"x12"
10"x10"-2W
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:07 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M300

CITY OF SHAFTER
AIR BALANCE PLAN 09/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
AIR BALANCE PLAN 1/8" = 1'-0"
1 NORTH

Page 256 of 395 ends

KEYNOTES
112233445566778899
AA
BB
CC
DD
EE
FF
GG
HH
2 HC1
HC
4 HC3
HC
6 HC 5
HC
1 ODU2
ODU
4 RV
6 RV
7 RV
8 RV
1 5 RV
RV
2 RV
3 ODU
3 RV
3 3
3 3
3 2
3 3
22 1
11 111
3 9
RV
10 RV
11 RV
3 3
3 1 PACKAGE UNIT ON EQUIPMENT CURB. SEE 1/M800
FOR ANCHORAGE.
2 CONDENSING UNIT ON EQUIPMENT PLATFORM. SEE
4/M800 FOR ANCHORAGE.
3 RELIEF VENT ON EQUIPMENT CURB. SEE 3/M800 FOR
DETAIL.

Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:08 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M500
CITY OF SHAFTERMECHANICAL ROOF PLAN 09/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET
NORTH
MECHANICAL ROOF PLAN 1/8" = 1'-0"
1

Page 257 of 395 ends

SEQUENCE OF OPERATIONS
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:08 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M700
CITY OF SHAFTEREMS CONTROLS 09/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET

HVAC EMS CONTROLS SCOPE

CONTROLS CONTRACTOR TO PROVIDE COMPLETE ENERGY MANAGEMENT SYSTEM FOR ALL EQUIPMENT SCHEDULED AND PER THE SEQUENCE OF OPERATIONS LISTED ON THIS SHEET.

SYSTEM TO INCLUDE, BUT NOT LIMITED TO, BUILDING LEVEL CONTROLLERS, UNITARY

CONTROLLERS, START/STOP SCHEDULING, MONITORING OF ALARMS, WIRING, ELECTRICAL POWER AND CONDUIT AS NEEDED FOR A FULL OPERATING SYSTEM. CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR INTEGRATION WITH THE OWNER'S EXISTING GRAPHICAL USER INTERFACE.

COORDINATE WITH ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND DIVISION 23 FOR ALL WORK.

CONTROLS CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR REGARDING THE CONNECTION OF THE OUTDOOR LIGHTING SYSTEM THROUGH BACNET/IP PROTOCALS. REFER TO

ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF EXTERIOR LIGHTING CONTROL TIMECLOCKS AT EACH BUILDING.

THE CONTROL SYSTEM SHALL BE DIRECT DIGITAL; SCHNEIDER, DISTECH, ALLERTON, OR HONEYWELL. THE SYSTEM SHALL BE NIAGARA 4 BASED WITH OPEN LICENSE SUPERVISORY CONTROLLER.

SPLIT SYSTEM HEAT PUMPS

THE UNIT SHALL RUN PER THE SYSTEM OPERATION SCHEDULE THROUGH THE DDC/EMS AND PER THE UNIT THERMOSTAT'S OVERRIDE (ON/OFF). OCCUPANTS MUST BE ABLE TO OVERRIDE THE UNIT ON AND OFF (FOR 3 HOURS) REGARDLESS OF SCHEDULED OCCUPANCY. ROOM TEMPERATURE SENSORS SHALL BE WALL MOUNTED. THE UNIT SET POINT SHALL BE ADJUSTABLE +/- 3F (ADJ.) FROM A SWITCH LOCATED ON THE TEMPERATURE SENSOR. THERMOSTAT SHALL CONTROL THE HEATING/COOLING UNIT TO MAINTAIN SET POINTS.

EXHAUST FAN

THE EXHAUST FAN SHALL RUN PER THE SYSTEM OPERATION SCHEDULE THROUGH THE DDC/EMS. IF THE EXHAUST FAN IS COMMANDED ON, AND THE STATUS FAILS TO PROVE, THE DDC/EMS SHALL SEND A FAN FAILURE ALARM TO THE DISTRICT EMS SERVER.

HEATING/COOLING PACKAGE UNIT
THE UNIT SHALL RUN PER THE SYSTEM OPERATION SCHEDULE THROUGH THE DDC/EMS AND PER THE UNIT'S THERMOSTAT OVERRIDE (ON/OFF). OCCUPANTS MUST BE ABLE TO OVERRIDE THE UNIT ON AND OFF (FOR 3 HOURS) REGARDLESS OF SCHEDULED OCCUPANCY. ROOM TEMPERATURE SENSOR SHALL BE WALL MOUNTED. THE UNIT SETPOINT SHALL BE ADJUSTABLE +/- 3F (ADJ.) FROM A SWITCH LOCATED ON THE TEMPERATURE SENSOR. UNIT FAN SHALL RUN CONTINUOUSLY ON START BY THE DDC/EMS REGARDLESS OF HEAT/COOL CALL. IF THE FAN IS COMMANDED ON, AND THE STATUS FAILS TO PROVE, THE DDC/EMS SHALL SEND A FAN FAILURE ALARM TO THE DISTRICT EMS SERVER. THE UNIT CONTROLLER SHALL MONITOR ROOM TEMPERATURE AND ROOM SETPOINT AND WITH A PROPORTIONAL INTEGRAL CONTROL ALGORITHM DETERMINE IF ACTIVE COOLING CAPACITY IS REQUIRED. ON CALL FOR COOLING, THE UNIT CONTROLLER SHALL BEGIN TO STAGE COMPRESSORS.

DURING HEATING OPERATION, THE UNIT CONTROLLER WILL MONITOR ROOM TEMPERATURE AND ROOM SETPOINT AND WITH A PROPORTIONAL INTEGRAL CONTROL ALGORITHM DETERMINE ACTIVE HEATING CAPACITY IS REQUIRED. ON CALL FOR HEATING, THE UNIT CONTROLLER SHALL BEGIN TO STAGE HEATING. THE DDC/EMS SHALL MONITOR THE UNIT'S STATUS WITH A SUPPLY AIR TEMPERATURE SENSOR. UNITS AS SCHEDULED SHALL HAVE A SMOKE DETECTOR IN THE MAIN SUPPLY DUCT WHICH SHALL SHUT THE UNIT OFF ON ALARM AND SIGNAL THE FIRE ALARM SYSTEM. (DIV. 28)
THERMOSTAT (SPACE SENSOR) CONTROL AND INITIAL SETTINGS SHALL BE AS FOLLOWS: OCCUPIED COOL SET POINT OF 75F WITH ADJUSTABLE PLUS OR MINUS 3F AT THE THERMOSTAT.

OCCUPIED HEAT SET POINT OF 70F WITH ADJUSTABLE PLUS OR MINUS 3F AT THE THERMOSTAT. UNOCCUPIED COOL SETPOINT SHALL BE 95F NOT ADJUSTABLE AT THE THERMOSTAT.

UNOCCUPIED HEAT SET POINT SHALL BE 45F NOT ADJUSTABLE AT THE THERMOSTAT. THE UNIT CAN BE TURNED OFF AT THE STAT WHEN OCCUPIED FOR 1-3 HOURS (ADJ.). THE UNIT CAN BE TURNED ON AT THE STAT WHEN UNOCCUPIED FOR 1-3 HOURS (ADJ.). NO OTHER HVAC EQUIPMENT FUNCTIONS SHOULD BE ADJUSTABLE AT THE THERMOSTAT.

AIR FILTERS SHALL BE MONITORED WITH A DIFFERENTIAL PRESSURE TRANSDUCER ACROSS EACH FILTER BANK WHICH SHALL REPORT THE DIFFERENTIAL PRESSURE IN INCHES W.C. TO THE DDC/EMS.

ON ALL PACKAGE UNITS, THE ECONOMIZER WILL BE CONTROLLED BY THE UNIT'S DDC CONROLLER. THE CONTROL LOGIC WILL BE CONSISTENT WITH THE OUTSIDE AIR DAMPER AND HEATING AND COOLING SEQUENCES OUTLINED IN THIS SPECIFICATION. THE FIRST SOURCE OF COOLING AS ROOM TEMPERATURE RISES ABOVE COOLING SETPOINT IS THE OUTSIDE AIR. WHEN THE OUTSIDE AIR IS BELOW 55F (ADJ.). THE OUTSIDE AIR AND RETURN AIR DAMPERS SHALL MODULATE TO MAINTAIN SETPOINT. WHEN OUTSIDE AIR TEMPERATURE IS BETWEEN 55F (ADJ.) AND THE ROOM COOLING SETPOINT, THE OUTSIDE AIR DAMPER SHALL OPEN FULLY, THE RETURN DAMPER SHALL CLOSE FULLY, AND THE UNIT'S COOLING SHALL CYCLE TO MAINTAIN SETPOINT. WHEN

THE OUTSIDE AIR IS ABOVE ROOM COOLING SETPOINT, THE OUTSIDE AIR DAMPER CLOSES TO MINIMUM POSITION, THE RETURN DAMPER OPENS TO MINIMUM OUTSIDE AIR OPERATION POSITION, AND THE UNIT'S COOLING WILL CYCLE TO MAINTAIN SETPOINT.

THE CONTROL CONTRACTOR SHALL SET THE OUTSIDE AIR DAMPER POSITION AIRFLOW SETPOINTS PER DESIGN AND AIR BALANCE. DAMPER SETPOINTS FOR UNITS WITH CO2 DCV SHALL BE AS FOLLOWS. A WALL MOUNTED CO2 SENSOR SHALL CONTROL THE UNIT'S OUTSIDE AIR DAMPER WHEN THE SYSTEM IS IN THE HEATING OR COOLING MODES TO RESET THE MINIMUM OUTSIDE AIRFLOW. THE CO2 SENSOR SETPOINTS AND THE OUTSIDE AIR DAMPER SETPOINTS SHALL BE DEVELOPED IN COORDINATION WITH THE BALANCE CONTRACTOR AND AS NOTED ABOVE. THE CONTROL CONTRACTOR SHALL DETERMINE THE BASE AMBIENT CO2 CONCENTRATION LEVEL AFTER THE AIR HANDLER SYSTEM HAS BEEN BALANCED AND THE BUILDING IS UNOCCUPIED. THE UPPER AND LOWER CO2 CONCENTRATION SETPOINTS SHALL BE DEVELOPED AS FOLLOWS. LOWER CO2 CONCENTRATION SETPOINT SHALL BE 200 PPM ABOVE AMBIENT. UPPER CO2 CONCENTRATION SETPOINT SHALL BE 600 PPM ABOVE AMBIENT. THE SENSOR SHALL MONITOR THE CO2 CONCENTRATION WHILE THE UNIT IS ON. ON SYSTEM STARTUP, THE OUTSIDE AIR DAMPER SHALL OPEN TO THE DESIGN MINIMUN DAMPER POSITION SETPOINT. IF THE CO2 CONCENTRATION IS ABOVE THE UPPER CO2 SETPOINT, THE DAMPER SHALL MODULATE OPEN. THE DAMPER SHALL NOT OPEN MORE THAN THE DESIGN MINIMUM POSITION SETPOINT IF THE AIR HANDLER IS NOT IN THE ECONOMIZER MODE. IF THE CO2 CONCENTRATION IS BELOW THE LOWER CO2 SETPOINT, THE DAMPER SHALL MODULATE TO DCV MINIMUM SETTING. THE HEATING/ COOLING CALLS WILL NOT BE SUSPENDED WHEN OUTSIDE AIR DAMPERS ARE OPENED BY HIGH CO2 CONCENTRATIONS.

Page 258 of 395 ends

HEAT/COOL UNIT.

HCCONTINUOUS 2"x1/4"
CURB GASKET KIT.
(FURNISHED WITH HC
UNIT)
EQUIPMENT CURB. SEE DETAIL
2/M800.
16 GAUGE FACTORY HOLD
DOWN CLIP.

HEAT/COOL UNIT
MOUNTING BASE RAIL.

EQUIPMENT CURB. SEE
DETAIL 2/M800.

MECHANICAL

EQUIPMENT
BASE. SEE PLANS.
-
EF

CONTINUOUS
2"x1/4"
CURB GASKET.

ACOUSTIC LINED SHEET METAL
DUCT. SEE PLAN FOR SIZE.

CANT STRIP.

ROOF FELT.

FINISH ROOF.
2" RIGID INSULATION.
16 GA. MANUFACTURER'S METAL
WELDED PITCHED ROOF CURB.

PITCH TO MATCH ROOF SLOPE.

FIELD VERIFY.

BLOCKING BETWEEN
MEMBERS AS REQUIRED.
2x4 NAILING STRIP,
FURNISHED W/ CURB.
8" MIN.

ODU OUTDOOR UNIT. -
EQUIPMENT PLATFORM.
3/8" THREADED ROD (TYP. OF 4) UP
TO STRUCTURE.

UNIT MOUNTING
ANGLE. (TYP)
JAMB NUT. (TYP)

WASHER & LOAD
NUT. (TYP)

EXHAUST FAN
EXHAUST DUCT.

FLEX
CONNECTION.
(TYP)
EFNOTES: SHEET METAL DUCT.

SEE PLANS FOR SIZE.
(TYP)
SEISMIC RESTRAINTS. SECURE TO
EQUIP AND STRUCTURE.

1. RUBBER IN SHEAR.

2. PROVIDE BRACING FOR ROD LENGTH OVER 12". -
EF
PROVIDE MINIMUM 1/4" GAP ALL

AROUND BETWEEN CEILING
SYSTEM

AND FAN CASING TO PREVENT
CEILING VIBRATION.

ADJUSTABLE

MOUNTING BRACKET

PROVIDED WITH
FAN.
(4)
HANGER
RODS.

FLEXIBLE CONNECTION.

BACKDRAFT DAMPER.

DUCT

CEILING
BEAM BRACKET.

EXHAUST
FAN
INDOOR UNIT.

ROOF STRUCTURE.

CEILING LINE.

ROUTE TO ODU.

IDUCD
RS
RL
ROOF FRAMING.

DIAGONAL CROSS
BRACING. (TYP OF
8)

SEE PLANS FOR
3/8"Ø TERMINATION.

THREADED
ROD. (TYP
OF 4)
2"x2"x3" ANGLE CLIP.
(TYP. OF 4)

LOAD & JAMB
NUTS. (TYP OF
4)

LOAD & JAMB

NUTS WITH

NEOPRENE
GROMMETS.
(TYP OF 4)
SPIRAL DUCT. SEE
PLAN FOR SIZE.
2" 20 GA. SHEET MET. STRAP.

NOTES:

1. PROVIDE BRACING FOR ROD LENGTHS OVER 12" OR DUCTS OVER 6 SQ. FT CROSS SECTIONAL AREA.

2. SEE SPECIFICATIONS FOR REQUIRED SPACING.
20 GA. x 2" STRAP.
3/8" MACHINE BOLT
THROUGH STRAP & EYELET.

ATTACH TO STRUCTURE
ABOVE.

ATTACH TO

STRUCTURE ABOVE
20 GA. x 2" STRAP.

RECTANGULAR DUCT.

SEE PLAN FOR SIZE.
(2) #10 SMS.

STUD. (TYP)
NOTES:

1. SECURE MOUNTING BRACKET TO WALL.

2. HANG UNIT ON UNIT HOOKS POSITIONED ON UPPER
PART OF MOUNTING BRACKET. PUSH BOTTOM OF

UNIT ONTO BRACKET TO ENGAGE SNAP BUTTONS
ON BOTTOM OF UNIT.

IDU MOUNTING BRACKET.
1/4"Ø SCREWS,
(2) PER STUD. (TYP)
CENTERLINE OF IDU.

OUTLINE OF UNIT.

LC
PIPE HANGER.
3/8"Ø ROD.

PIPE.

ATTACH TO STRUCTURE
ABOVE.

NOTES:

1. PROVIDE BRACING FOR ROD LENGTHS OVER 12".

2. SEE SPECIFICATIONS FOR REQUIRED SPACING.

INTERIOR WALL.

DUCT WITH 1" ACOUSTICAL
LINING.

SEE PLANS FOR SIZE.

CEILING.

UNVANED
ELBOW.
(TYP OF 2)

INSTALL DUCT TIGHT TO

BEAM WHERE NECESSARY

TO PROVIDE REQUIRED
CLEARANCES.

PLAN VIEW
TRANSFER GRILLE.

SEE

PLANS FOR SIZE AND
LOCATION.

SECURE WIRE TO
STRUCTURE ABOVE.
4" WIDE SHEET
METAL STRAP.

SQUARE TO ROUND

TRANSITION, AS
REQUIRED.

DIFFUSER. SEE
PLANS FOR SIZE.

PRE-FAB. SPIRAL

ROUND DUCT
CEILING.

VOLUME DAMPER.

FLEX DUCT.
(MAX 5'-0" LONG)
SEISMIC BRACING CABLE.

SECURE TO STRUCTURE
ABOVE PER ARCH.
(TYP OF 1 PER CORNER)
6" WIDE NEOPRENE PAD.
45°
NOTES:

1. RETURN AND EXHAUST AIR REGISTERS SIMILAR.

2. INSTALL VOLUME DAMPER ON BRANCH DUCT AS
CLOSE TO DUCT MAIN AS POSSIBLE.
d
d

SUPPLY, RETURN

OR EXHAUST AIR
MAIN.

ATTACH WITH

SHEET METAL

SCREWS & SEAL

WITH MEDIUM

PRESSURE
DUCT SEALER.

RECTANGULAR TO

ROUND LOW-LOSS
FITTING.

MANUAL BALANCING DAMPER
WITH LOCKING QUADRANT.

CLAMP. (DO NOT

USE DUCT TAPE)

MANUAL BALANCING

DAMPER WITH
LOCKING QUADRANT.

ROUND BRANCH DUCT
RA.

SA.
45°
MAIN DUCT.

FLEX DUCT.

RECTANGULAR BRANCH DUCT
RA.

SA.
45°
MAIN.
"D" 4
BRANCH DUCT.
1-1/2d
NOTE: ALL BRANCH TAKE-OFFS SHALL HAVE A LOW LOSS
FITTING WHETHER SHOWN ON THE FLOOR PLAN OR NOT.
"D"
ODU ON PLATFORM N.T.S.4
EQUPIMENT CURB N.T.S.2
RELIEF VENT ON CURB N.T.S.3
PACKAGE UNIT ON CURB N.T.S.1
DUCT SUPPORT N.T.S.8
IN-LINE EXHAUST FAN N.T.S.5
CEILING EXHAUST FAN N.T.S.6
DUCTED FAN COIL N.T.S.7
TYP. CEILING GRILLE N.T.S. 12
IDU MOUNTING BRACKET N.T.S.9
PIPE SUPPORT N.T.S. 10
TRANSFER GRILLE N.T.S. 11
TYP. CEILING GRILLE N.T.S. 13
Exp. 12-31-24
C E
E O T

T S A M

C F L A

A CH N I A
I

R O F N
L A I
G
ER
M41300
ET S
I
ER D
E
E
R
I
N
GN
L
E

A NOI S FES RO P
T
A
M
HT E W D. S OD ERS T R
O
M
T
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
ETER
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
9/27/2024 9:38:10 AM \\tetr-file1\Users\joshua.maynard_TETR\Documents\12529-M-Shafter Police Station_joshua.maynard78937.rvt M800
CITY OF SHAFTERMECHANICAL DETAILS 09/27/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER, CA

MODULAR BID SET

Page 259 of 395 ends

REF.

STORAGE
118

POLICE LOBBY
101

RESTROOM
102

ARMORY/ STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

ELECTRICAL
110

WELLNESS
109

RESTROOM
107
SHOWER
106

JANITOR
105

INTERVIEW
104

LIVESCAN
103

OFFICER WORKSTATIONS
120

RECORDS
119
HALL
121

CITY OFFICES
135

PUBLIC SERVICE
137

COPY ROOM
136

STORAGE
134
OFFICE
133

BREAK ROOM
132

LIBRARY WORK ROOM
130

LIBRARY OFFICE
129

TABLE & CHAIR STORAGE
128

LIBRARY
127

COMMUNITY ROOM
126

CITY ANNEX LOBBY
122
MEN
123
WOMEN
124

CUSTODIAN
125

DISTRIBUTION PANEL 'DPH'

TRANSFORMER 'TDPL'

DISTRIBUTION PANEL 'DPL'

PANEL 'ACL'

PANEL 'R'

PANEL 'IT'
+42" +42"
+42" +42"
+42" +42"
+42"
+42"
+42" +42" +42"
+42"
+42"
+42"
+42"
+42"
+42" +42"
'EF-4'
'EF-1'
'EF-3'
'IDU-1'
'IDU-2'
J
'CP-1'
'WH-1'
ACL-2,4,6
ACL-8
M
M
+42"
JJJJ
JJJ

DATA/ TELECOM
108

RESTROOM
131
J
+42"
+42"
1 JJJJJJ
JJJJ
J
JJ
6 6
6 6
6 6
6 6
4 R-1
R-17
R-17
R-19
R-21
R-25
R-27
R-29
R-33
R-33
R-33
R-3
R-19
R-21
R-23
R-23
R-27
R-31
R-29
R-29
R-27
R-27
R-29
R-25
R-23
R-21
R-9 R-9
R-19
R-17 R-17
R-21
R-19
R-1
R-1
R-1 R-1
R-3
R-7 R-9 R-9
R-11
R-13
R-15
R-3
R-3
R-10
R-10
R-10 R-6
R-6
R-6
R-22
R-20
R-14
R-12
R-35
R-14 R-12
R-6R-8R-10
R-22
R-20
R-16
R-2
R-8
R-8
R-8
R-4
R-4
R-4
R-32
R-6R-12
R-2 R-2
R-2
R-4R-8
R-3
R-2
R-1
R-3
R-16
R-16
R-18 R-20
R-20
R-12
R-36
ACL-22
R-24
R-26
R-28
R-30
R-14
R-22
R-22
R-32
R-34
R-32
+42"
R-35
R-37
R-25
2 R-5
R-14
ACL-19
ACL-17
ACL-13
TO
'ODU-1'
TO 'ODU-2'
R-16
M
ACL-15
'EF-2'
J
ACL-165
J
ACL-14
J
ACL-18
J
ACL-20
66566
5 5
J 'CP-1'
'WH-2'
ACL-12
ACL-1032
2 7
8 10
9 11
12 R-39
R-39
R-39
'IDU-3'
IT-1
IT-3IT-3
IT-2,4
TO 'ODU-3'
15 ACL-21
13 'EF-5'
M
'EF-6'
14 ACL-23
ACL-27
M
ACL-25

PANEL 'L'
TWO 3"C
16 LIGHTING CONTROL PANEL 'LCP'
IT-5

PANEL 'PV'
ONE 2"C
17 18
18 18
18 18 18
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
I
G
ER
S
A L
R
F
12-31-24
EL S

T A T E EO L A L C A T C I R O F IC
No. E 24293
ET
D
RE

RP O S FES OI N
R
A I N
N
E
E
I
N
G

E CH NOS J A R MA T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTION MARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:47 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E210
CITY OF SHAFTERPOWER PLAN 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET A
POWER PLAN 1/8" = 1'-0"
8 GENERAL NOTES
A. PROVIDE ELECTRICAL FEEDERS PER SINGLE LINE DIAGRAM.

B. CONDUIT AND CONDUCTORS SHALL BE CONCEALED, U.O.N.

C. PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, AND/OR ROOFS SHALL BE SEALED.

D. ALL 120V, 15A AND 20A RECEPTACLES WITHIN KITCHENS AND RESTROOMS SHALL BE GFCI TYPE RECEPTACLES. IN ALL OTHER
SPACES, 120V, 15A AND 20A RECEPTACLES WITHIN 6' OF SINKS OR FAUCETS SHALL BE GFCI TYPE RECEPTACLES.

KEYNOTES
PROVIDE A GENERAL DUTY 250V, 60A, 3-POLE DISCONNECT, AND CONNECTION FOR 208V, 3ɸ, 10,000W, WATER HEATER 'WH-1'.

PROVIDE POWER CONNECTION TO 120V, 1ɸ, 1/12 HP CIRCULATION PUMP 'CP-1'.

PROVIDE A/C SNAP SWITCH DISCONNECT, AND POWER CONNECTION TO 120V, 1ɸ, 2,000W, WATER HEATER 'WH-2'
PROVIDE 120V, 1ϕ, 5A POWER CONNECTION TO REFRIGERATED DRINKING FOUNTAIN .

PROVIDE 120V POWER CONNECTION TO ELECTRIC SENSOR VALVE
POWER CONVERTER (PROVIDED BY PLUMBING CONTRACTOR).

PROVIDE LOW VOLTAGE POWER CONNECTION TO ELECTRIC SENSOR

VALVE (PROVIDED BY PLUMBING CONTRACTOR AT LAVATORIES, URINALS,

AND WATER CLOSETS) FROM POWER CONVERTER, PER
MANUFACTURERS RECOMMENDATION.

PROVIDE 208V, 15A, 2-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 208V, 1ɸ, 1.0 MCA, 0.36 FLA, INDOOR UNIT 'IDU-1' FROM OUTDOOR UNIT 'ODU-1'. INDOOR UNIT BRANCH CIRCUIT SHALL CONSIST OF ONE 3/4"C WITH 3#12 CU THWN AND 1#12 CU GND.

PROVIDE 208V, 15A, 2-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 208V, 1ɸ, 2.6 MCA, 2.10 FLA, INDOOR UNIT 'IDU-2' FROM OUTDOOR UNIT 'ODU-2'. INDOOR UNIT BRANCH CIRCUIT SHALL CONSIST OF ONE 3/4"C WITH 3#12 CU THWN AND 1#12 CU GND.

PROVIDE 120V, 20A, 1-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 120V, 1ɸ, 1/10 HP, EXHAUST FAN 'EF-1'.

PROVIDE 120V, 20A, 1-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 120V, 1ɸ, 128W, EXHAUST FAN 'EF-2'.

PROVIDE 120V, 20A, 1-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 120V, 1ɸ, 128W, EXHAUST FAN 'EF-3'.

PROVIDE 120V, 20A, 1-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 120V, 1ɸ, 1/10 HP, EXHAUST FAN 'EF-4'.

PROVIDE 120V, 20A, 1-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 120V, 1ɸ, 128W, EXHAUST FAN 'EF-5'.

PROVIDE 120V, 20A, 1-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 120V, 1ɸ, 1/10 HP, EXHAUST FAN 'EF-6'.

PROVIDE 208V, 15A, 2-POLE, MOTOR RATED SWITCH, AND CONNECTION FOR 208V, 1ɸ, 2.7 MCA, 2.18 FLA, INDOOR UNIT 'IDU-3' FROM OUTDOOR UNIT 'ODU-3'. INDOOR UNIT BRANCH CIRCUIT SHALL CONSIST OF ONE 3/4"C WITH 3#12 CU THWN AND 1#12 CU GND.

PROVIDE TWO 3"C STUBBED OUT FROM BUILDING FOR CONTINUATION BY SITE CONTRACTOR TO AUTOMATIC TRANSFER SWITCH.

PROVIDE ONE 2"C TO COLLECTOR PANEL 'CP' IN ELECTRICAL YARD.

PROVIDE 120V, 15A RELAY AND ROUTE EXHAUST FAN BRANCH CIRCUIT THROUGH RELAY FOR ON/OFF CONTROL. CONNECT RELAY COIL TO EMS SYSTEM.
123456789
10 11
12 PROJECT NORTH NORTH
13 14
15 DRAWINGS REPRESENT BASIS OF DESIGN ONLY FOR MODULAR BUILDING AND DO NOT CONSTITUTE COMPLETE CONSTRUCTION DOCUMENTS.

DRAWING NOTE

Page 260 of 395 ends

'HC-2' 'HC-3' 'HC-5'
'HC-4''HC-1' 'HC-6'
'ODU-1'
'ODU-2'
ACL-1
ACL-7
DPH-4
DPH-3 DPH-6
DPH-5 DPH-7
DPH-8
ONE 1"C
ONE 1"C ONE 1"C
ONE 1"C
ONE 1"C
ONE 1"C
ONE 3/4"C
ONE 3/4"C
7 7
8 7
7 11
11 6
8 5
3 2
9 10
1 4
R-42 W.P. ON ROOF 12
'ODU-3'
ACL-9,11
11 ONE 3/4"C
13 670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
14 J
TO 'IDU-3'
(BELOW)
J
TO 'IDU-1'
(BELOW)
J
TO 'IDU-2'
(BELOW)
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
670W
PV
PANEL
14 I
G
ER
S
A L
R
F
12-31-24
EL S

T A T E EO L A L C A T C I R O F IC
No. E 24293
ET
D
RE

RP O S FES OI N
R
A I N
N
E
E
I
N
G

E CH NOS J A R MA T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:47 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E220
CITY OF SHAFTERPOWER PLAN - ROOF 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET A

KEYNOTES
PROVIDE HEAVY DUTY WEATHERPROOF 600V, 60A, 3-POLE FUSED DISCONNECT, AND CONNECTION FOR 460V, 3ɸ, 22 MCA, 25 MOCP, 17.75 FLA, ROOF TOP HEATING COOLING UNIT 'HC-1'. PROVIDE WITH 25A FUSES.

PROVIDE HEAVY DUTY WEATHERPROOF 600V, 60A, 3-POLE FUSED DISCONNECT, AND CONNECTION FOR 460V, 3ɸ, 22 MCA, 25 MOCP, 17.75 FLA, ROOF TOP HEATING COOLING UNIT 'HC-2'. PROVIDE WITH 25A FUSES.

PROVIDE HEAVY DUTY WEATHERPROOF 600V, 60A, 3-POLE FUSED DISCONNECT, AND CONNECTION FOR 460V, 3ɸ, 22 MCA, 25 MOCP, 17.75 FLA, ROOF TOP HEATING COOLING UNIT 'HC-3'. PROVIDE WITH 25A FUSES.

PROVIDE HEAVY DUTY WEATHERPROOF 600V, 60A, 3-POLE FUSED DISCONNECT, AND CONNECTION FOR 460V, 3ɸ, 23 MCA, 25 MOCP, 18.7 FLA, ROOF TOP HEATING COOLING UNIT 'HC-4'. PROVIDE WITH 25A FUSES.

PROVIDE HEAVY DUTY WEATHERPROOF 600V, 60A, 3-POLE FUSED DISCONNECT, AND CONNECTION FOR 460V, 3ɸ, 22 MCA, 25 MOCP, 17.75 FLA, ROOF TOP HEATING COOLING UNIT 'HC-5'. PROVIDE WITH 25A FUSES.

PROVIDE HEAVY DUTY WEATHERPROOF 600V, 60A, 3-POLE FUSED DISCONNECT, AND CONNECTION FOR 460V, 3ɸ, 33 MCA, 35 MOCP, 28.2 FLA, ROOF TOP HEATING COOLING UNIT 'HC-6'. PROVIDE WITH 35A FUSES.

ONE 1"C - 3#10 CU THWN + 1#10 CU GND.

ONE 1"C - 3#8 CU THWN + 1#8 CU GND.

PROVIDE HEAVY DUTY WEATHERPROOF 250V, 60A, 2-POLE FUSED DISCONNECT, AND PROVIDE CONNECTION FOR 208V, 1ɸ, 19 MCA, 26 MOCP,

7.4 FLA, OUTDOOR UNIT 'ODU-1 '. PROVIDE WITH 30A FUSES.

PROVIDE HEAVY DUTY WEATHERPROOF 250V, 60A, 2-POLE FUSED DISCONNECT, AND PROVIDE CONNECTION FOR 208V, 1ɸ, 19 MCA, 26 MOCP,

7.4 FLA, OUTDOOR UNIT 'ODU-2 '. PROVIDE WITH 30A FUSES.

ONE 3/4"C - 2 #10 CU THWN + 1 #10 CU GND.

PROVIDE WEATHERPROOF GFCI RECEPTACLE ON ROOF WITH LOCKABLE "IN-USE" COVER.

PROVIDE HEAVY DUTY WEATHERPROOF 250V, 60A, 2-POLE FUSED DISCONNECT, AND PROVIDE CONNECTION FOR 208V, 1ɸ, 19 MCA, 26 MOCP,

7.4 FLA, OUTDOOR UNIT 'ODU-3 '. PROVIDE WITH 30A FUSES.

PROVIDE ROOF TOP MOUNTED 22.85kWdc, MINIMUM, SOLAR ELECTRIC PV SYSTEM AS REQUIRED PER 2022 CALIFORNIA ENERGY CODE, SECTION 140.10(a). PROVIDE POWER CONNECTION PER SINGLE LINE DIAGRAM. 1234569
1078
11 12

GENERAL NOTES
A. CONDUIT AND CONDUCTORS SHALL BE CONCEALED, U.O.N.

B. PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, AND/OR ROOFS SHALL BE SEALED.

PROJECT NORTH NORTH
13 14
POWER PLAN - ROOF 1/8" = 1'-0"
8 DRAWINGS REPRESENT BASIS OF DESIGN ONLY FOR MODULAR BUILDING AND DO NOT CONSTITUTE COMPLETE CONSTRUCTION DOCUMENTS.

DRAWING NOTE

THE POWER DISTRIBUTION SYSTEM AND LIGHTING SYSTEM FOR THIS BUILDING SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS FOR NONRESIDENTIAL BUILDINGS. PROVIDE ALL REQUIRED COMPLIANCE FORMS.
2022 ENERGY CODE COMPLIANCE
MODULE
(35) 670W PHOTOVOLTAIC MODULE
STC POWER RATING: 670W
PTC POWER RATING: 502W
SHORT CIRCUIT CURRENT (A) 18.55A
OPEN CIRCUIT VOLTAGE (V) 45.8V
MAX. POWER POINT CURRENT (A) 17.32A
MAX. POWER POINT VOLTAGE (V) 38.7V
MAX. SERIES FUSE RATING (A) 35A

ENVIRONMENTAL DESIGN CONDITIONS
RECORD HIGH TEMPERATURE (°F) 118°F
RECORD LOW TEMPERATURE (°F) 13°F

SYSTEM SIZE

23.45 kWPVDC (STC) 17.57 kWAC (CEC)
INVERTER 1
(1) 25kW INVERTER
OPERATING VOLTAGE (V) 480V
OPERATING CURRENT @ 480V (A) 30.5A

PHOTOVOLTAIC ARRANGEMENT
NUMBER OF MODULES 35
MODULES PER STRING 15 OR 5
NUMBER OF STRINGS 3

SOLAR PV SYSTEM

ELECTRICAL SPECIRICATIONS

Page 261 of 395 ends

REF.

C1C1C1
C1
C1
C1
C1
C1
C1 C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
C1 C1
C1 C1
C1
C1
C1
C1
C1
C1 C1
C1C1
C1
C1
C1
C1
C1
C1 C1
C1 C1
C1

STORAGE
118

POLICE LOBBY
101

RESTROOM
102

ARMORY/ STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113 OFFICE
112

BREAK ROOM
111

ELECTRICAL
110

WELLNESS
109

DATA/ TELECOM
108

RESTROOM
107
SHOWER
106

JANITOR
105

INTERVIEW
104

LIVESCAN
103

OFFICER WORKSTATIONS
120

RECORDS
119
HALL
121

CITY OFFICES
135

PUBLIC SERVICE
137

COPY ROOM
136

STORAGE
134
OFFICE
133

BREAK ROOM
132

LIBRARY WORK ROOM
130

LIBRARY OFFICE
129

TABLE & CHAIR STORAGE
128

LIBRARY
127

COMMUNITY ROOM
126

CITY ANNEX LOBBY
122
MEN
123
WOMEN
124

CUSTODIAN
125 A1 A1
A1 A1
A1 A1
A1 A1
A1 A1
A1 A1
A1
A1
A1
A1
A1 A1
B1
A1
A1E
A1
A1E
A1
A1E
A1A1 A1
A1A1 A1E
A1A1 A1E
A1A1 A1
A1 A1 A1E
A1A1
A1A1 A1E
A1 A1E
A1
A1
A1
A1
A1
A1
A1
B1
A1A1
A1
A1A1 A1
A1EA1EA1A1E B1
A1
A1
A1EA1
A1A1
A1A1E
A1
A1
A1A1
A1
A1
A1E
A1
A1 A1
A1 A1E
A1 A1
A1E A1
A1E
A1
A1 A1
A1E A1
A1 A1
A1 A1E
A1
A1
A1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1 X1
X1
M
M
P
M
M
M
M
M
M
MMM
M
M
M
M
M
M

PANEL 'L'
B1 B1 B1 B1
A1
B1
A1
B1E
B1
W1 W1
W1
W1
W1
W1
W1EW1E W1
W1 W1
W1
W1
W1
W1
W1
+5'-6"+5'-6"
+11'-0" +11'-0" +5'-6" +5'-6"
+11'-0"
+11'-0" +11'-0"
+11'-0" +11'-0" +11'-0" +11'-0"
+11'-0"
+11'-0"
+11'-0"
+11'-0"
+11'-0"
+11'-0"
+11'-0"
W2EW2E
W2EW2E
A1E
A1
A1
A1E
B1

JMMMMJJJJJJ
J
MJ
JJ
JJ
JJ
MM
A1
JJJ
JJ
JJJJJ
MM
J
J
J
L-1
L-1
L-1
L-1
L-1
L-1 L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
J L-1M
L-1
J
L-1
JJJJJ
J
J
J
JJJ
J
J
MM
M
JJJJJ
M
L-3 L-3
L-3
M
JJ
JJ
JJ
JJ
JJ
JJ
JJ
JJ
JJ
JJ
L-3 J
J
L-3J
M
L-5 L-5

RESTROOM
131
L-5
JJJ
MMM
L-5
L-5
L-3
L-3
L-3
L-1
L-1
L-3
L-7
L-9
PP
J
M
THREE 1"C
1 LIGHTING CONTROL PANEL 'LCP'
2 X1
2 DS
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
I
G
ER
S
A L
R
F
12-31-24
EL S

T A T E EO L A L C A T C I R O F IC
No. E 24293
ET
D
RE

RP O S FES OI N
R
A I N
N
E
E
I
N
G

E CH NOS J A R MA T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:50 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E310
CITY OF SHAFTERLIGHTING PLAN 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET A
1/8" = 1'-0" LIGHTING PLAN
8 GENERAL NOTES
A. CIRCUITS SUPPLYING EMERGENCY LIGHTING FIXTURES SHALL BE

SUPPLIED BY A CONTROLLED HOT CONDUCTOR AND A CONSTANT
HOT CONDUCTOR OF THE SAME BRANCH CIRCUIT.

B. EXIT SIGNAGE AND WALL MOUNTED EMERGENCY LIGHTING UNITS SHALL BE SUPPLIED BY AN UNSWITCHED HOT CONDUCTOR.

C. NETWORK DAYLIGHT SENSORS FOR AUTOMATIC DIMMING WITHIN A

DAYLIT ZONE SHALL BE CALIBRATED SUCH THAT LIGHTING POWER

FOR THE LIGHTING FIXTURES WITHIN THAT DAYLIT ZONE SHALL BE REDUCED BY 65% WHEN DAYLIT ILLUMINANCE IS 150% OF

ILLUMINANCE RECEIVED FROM THE GENERAL LIGHTING SYSTEM AT FULL POWER.

D. LIGHTING CONTROLS SHALL BE DEMAND RESPONSIVE AND SHALL

AUTOMATICALLY REDUCE BUILDING LIGHTING POWER DEMAND BY
15% IN RESPONSE TO A DEMAND RESPONSE SIGNAL PER 2016 CA ENERGY CODE SECTION 130.1 (e).

LIGHTING WIRING LEGEND

LIGHTING BRANCH CIRCUIT IN EMT CONDUIT CONSISTING OF THE FOLLOWING BRANCH CIRCUIT CONDUCTORS:

1. HOT - 1#12 CU THHN (BROWN, ORANGE OR YELLOW)

2. NEUTRAL - 1#12 CU THHN (WHITE WITH COLORED STRIPE)

3. EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)
CLASS 2 CATEGORY 5E PLENUM RATED CABLE GREEN IN COLOR
WITH RJ45 CONNECTORS ON EACH END:

TYPE MC-PCS MC LUMINARY CABLE CONSISTING OF THE
FOLLOWING CIRCUIT CONDUCTORS:

1. CONTROLLED HOT - 1#12 CU THHN (BROWN)

2. UNSWITCHED HOT - 1#12 CU THHN (ORANGE)

3. NEUTRAL - 1#12 CU THHN (GREY)

4. EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)

5. 0-10VDC CONTROL: PVC JACKET CONTAINING 2#16 CU TFN
(PURPLE & GRAY)

TYPE MC-PCS MC LUMINARY CABLE CONSISTING OF THE
FOLLOWING CIRCUIT CONDUCTORS:

1. CONTROLLED HOT - 1#12 CU THHN (BROWN)

2. NEUTRAL - 1#12 CU THHN (GREY)

3. EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)

4. 0-10VDC CONTROL: PVC JACKET CONTAINING 2#16 CU TFN
(PURPLE & GRAY)

KEYNOTES

LIGHTING SYMBOL LEGEND

NETWORK CEILING MOUNTED OCCUPANCY SENSOR

SINGLE-ZONE NETWORK DIMMING MANUAL CONTROL STATION AT
+48" TO TOP OF OUTLET BOX

NETWORK DAYLIGHTING SENSOR WITHIN DAYLIT ZONE

NETWORK DIMMING CONTROL RELAY

NETWORK PLUG LOAD CONTROLLER RELAY
WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR AT +48" TO

TOP OF OUTLET BOX
PRIMARY SIDELIT ZONE: M
C1
DSP
RP
PROVIDE THREE 1"C STUBBED OUT FROM BUILDING FOR CONTINUATION BY SITE CONTRACTOR FOR SITE LIGHTING.

ROUTE BUILDING EXTERIOR LIGHTING THROUGH LIGHTING CONTROL

PANEL 'LCP'
1 PROJECT NORTH NORTH

DRAWINGS REPRESENT BASIS OF DESIGN ONLY FOR MODULAR BUILDING AND DO NOT CONSTITUTE COMPLETE CONSTRUCTION DOCUMENTS.

DRAWING NOTE

Page 262 of 395 ends

REF.

STORAGE
118

POLICE LOBBY
101

RESTROOM
102

ARMORY/ STORAGE
117

EVIDENCE
116
OFFICE
115
OFFICE
114

CONFERENCE
113
OFFICE
112

BREAK ROOM
111

ELECTRICAL
110

WELLNESS
109

DATA/ TELECOM
108

RESTROOM
107
SHOWER
106

JANITOR
105

INTERVIEW
104

LIVESCAN
103

OFFICER WORKSTATIONS
120

RECORDS
119
HALL
121

CITY OFFICES
135

PUBLIC SERVICE
137

COPY ROOM
136

STORAGE
134
OFFICE
133

BREAK ROOM
132

LIBRARY WORK ROOM
130 LIBRARY OFFICE
129

TABLE & CHAIR STORAGE
128

LIBRARY
127

COMMUNITY ROOM
126

CITY ANNEX LOBBY
122
MEN
123
WOMEN
124

CUSTODIAN
125
DC
ES
DC
ES
DC
ES
DC
ES
DC ES

ES DC ES DC
DC ES
DC ES
+42" +42"
+42" +42" +42"
+42"
+42" +42"
+42"
+42"
+42"+42"

RESTROOM
131
JJJJ
JJJ
ES DC
DC ES
DC
ES

DC ES ES DC
2 DC DC
DH DH
CR
CR
CR
CR
CR
CR
CR
CR
CR
DC ES
CR
CR CR
CR
CR
CR
CR

BUILDING MDF
TWO 4"C
1 CR CR
I
G
ER
S
A L
R
F
12-31-24
EL S

T A T E EO L A L C A T C I R O F IC
No. E 24293
ET
D
RE

RP O S FES OI N
R
A I N
N
E
E
I
N
G

E CH NOS J A R MA T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:53 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E410
CITY OF SHAFTERSIGNAL PLAN 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET A
SIGNAL PLAN 1/8" = 1'-0"
8 KEYNOTES

SECURITY AND ACCESS ROUGH-IN NOTES
A. CONDUIT AND CABLES FOR TELECOMMUNICATION OUTLETS SHALL BE CONCEALED WITHIN WALLS AND ABOVE CEILINGS.

B. TELECOMMUNICATION OUTLET BOXES SHALL BE 5" SQUARE BY 2-7/8"

DEEP WITH A SINGLE-GANG BOX EXTENSION THAT IS MOUNTED FLUSH WITH THE FINISHED WALL.

C. PROVIDE ONE 1"C STUBBED FROM EACH TELECOMMUNICATION

OUTLET BOX INTO THE ACCESSIBLE ATTIC SPACE TO FACILITATE TELECOMMUNICATION CABLE INSTALLATION.

D. PROVIDE THREADED SET SCREW CONNECTORS WITH

POLYPROPYLENE BUSHINGS AT EACH END OF CONDUIT SYSTEMS
USED FOR TELECOMMUNICATION CABLE INSTALLATION. BUSHINGS SHALL BE INSTALLED AND INSPECTED PRIOR TO CABLE INSTALLATION.

TELECOMMUNICATION PATHWAY NOTES
A. SECURITY AND ACCESS SYSTEM ROUGH-IN REQUIREMENTS:
a. AT DOOR CONTACT LOCATIONS - DRILL 1/2" HOLE IN STRIKE

SIDE OF DOOR FRAME AND THROUGH HEADER, INSTALL A PULL

WIRE BETWEEN OPENING IN DOOR FRAME AND ACCESSIBLE
ATTIC.
b. AT CARD READER LOCATIONS - INSTALL A SINGLE-GANG
OUTLET BOX WITH A SINGLE-GANG TRIM-RING IN WALL AT 48"
A.F.F. TO TOP OF BOX, INSTALL ONE 3/4"C INTO ACCESSIBLE

ATTIC SPACE, INSTALL A PULL WIRE BETWEEN OUTLET BOX
AND ACCESSIBLE ATTIC.
c. AT ELECTRIC STRIKE LOCATIONS - DRILL 1/2" HOLE AT DOOR

STRIKE AND ROUTE FLEXIBLE CONDUIT THROUGH HEADER,

INSTALL A PULL WIRE BETWEEN DOOR STRIKE AND
ACCESSIBLE ATTIC.
d. AT MAGNETIC DOOR HOLDER LOCATIONS - DRILL 1/2" HOLE IN

DOOR FRAME AND THROUGH HEADER, INSTALL A PULL WIRE
BETWEEN OPENING IN DOOR FRAME AND ACCESSIBLE ATTIC.

PROVIDE TWO 4"C STUBBED OUT FROM BUILDING FOR CONTINUATION BY SITE CONTRACTOR.
1 PROJECT NORTH NORTH

DRAWINGS REPRESENT BASIS OF DESIGN ONLY FOR MODULAR BUILDING AND DO NOT CONSTITUTE COMPLETE CONSTRUCTION DOCUMENTS.

DRAWING NOTE

Page 263 of 395 ends

H
D
W

TRANSFORMER CIRCUITING PER SINGLE LINE DIAGRAM

SECURELY BOLT ALL SECTIONS
TO PAD AT ALL CORNERS WITH 3/8" DIA.

STAINLESS STEEL HILTI KWIK-BOLT TZ2, 2"
EMBEDMENT, A MIN. OF 6" FROM PAD EDGE.

ONE PER CORNER, INSTALL PER ICC-ES
REPORT ESR 4266
PROVIDE 6" THICK CONCRETE SLAB AND EXTEND
A MIN. OF 6" BEYOND EQUIPMENT FOOTPRINT
WITH #4 REBAR AT 12" O.C. EACH WAY, CENTERED
VERTICALLY IN CONCRETE SLAB. CONCRETE

SHALL HAVE A MINIMUM TESTED ULTIMATE
COMPRESSIVE STRENGTH OF 3500 POUNDS PER
SQUARE INCH AT 28 DAYS.

WOOD STUD.
(2) #12 WOOD SCREWS EACH BLOCK,
EMBED 2-1/4" MIN INTO BLOCK
4 X 4 WOOD BLOCK WITH SIMPSON A35
TOP AND BOTTOM, EACH END.

SURFACE MOUNTED PANEL
OR TERMINAL CABINET.
20"
±42"
5 3/4"

HINGED, LOCKABLE, FLAT DOOR

TYPEWRITTEN CIRCUIT DIRECTORY CARD

ATTACHED TO INSIDE FACE OF DOOR

FLUSH LOCK HANDLE AND LOCKING

MECHANISM

WOOD STUD BUILDING STRUCTURE, TYPICAL

ENGRAVED NAMEPLATE PERMANENTLY

AFFIXED TO EXTERIOR FACE OF PANEL
DOOR

SCREW TO STRUCTURE WITH THREE
1/4" DIAMETER WOOD SCREWS EACH
SIDE @ 18" O.C., MINIMUM 2"

EMBEDMENT

TRANSFORMER

ENCLOSURE

PRIMARY EQUIPMENT GROUNDING CONDUCTOR
PER 2022 CEC TABLE 250.122
H3H1
H2
G
3/4" DIA. x 10' LONG COPPER-CLAD

STEEL GROUND ROD
X1 X2
X3
X0

SYSTEM BONDING JUMPER
PER 2022 CEC 250.30(A)(1)

GROUNDING ELECTRODE CONDUCTOR
PER 2022 CEC 250.30(3)
N
G
SUPPLY-SIDE BONDING JUMPER PER 2022 CEC 250.30(A)(2)
SIZE PER 250.102(C)

GROUNDED CONDUCTOR
PER 2022 CEC 250.30(A)(3)

GROUNDING ELECTRODE CONDUCTOR
PER 2022 CEC 250.30(3)

PANELBOARD

ENCLOSURE

NEAREST GROUNDING ELECTRODE

TRANSFORMER PRIMARY FEEDER

PER SINGLE LINE DIAGRAM

TRANSFORMER SECONDARY FEEDER

PER SINGLE LINE DIAGRAM

PROVIDE SAFETY WIRES ATTACHED TO STRUCTURE
ABOVE AT EACH FIXTURE AS FOLLOWS:
-FOR CEILING GRID RATED HEAVY DUTY, PROVIDE ONE
#12 SLACK WIRE AT TWO OPPOSING DIAGONAL

CORNERS (TWO SAFETY WIRES PER FIXTURE)
-FOR CEILING GRID RATED INTERMEDIATE OR LESS, OR
FOR FIXTURES GREATER THAN 56 POUNDS, PROVIDE
ONE #12 TAUT WIRE AT EACH CORNER (FOUR SAFETY

WIRES PER FIXTURE)
-PROVIDE A MINIMUM OF FOUR COMPLETE TURNS OF
WIRE WITHIN 1 1/2" OF FIXTURE HOUSING

PROVIDE RECESSED FIXTURE

HOUSING WITH FOUR
EARTHQUAKE CLIPS FITTED TO TBAR RUNNER (TWO ON EACH END).

SECURELY ATTACH EARTHQUAKE

CLIPS TO FIXTURE HOUSING WITH
#8 SHEET METAL SCREWS

CEILING STRUCTURE AND

CEILING TILES BY CEILING

CONTRACTOR

T-BAR CEILING

REFER TO ARCHITECTURAL

DETAILS FOR WIRE

ATTACHMENT TO STRUCTURE
2 X 6 FRAMING MEMBER(S) AS

REQUIRED FOR FIXTURE SUPPORT
#10 X 2 1/2" WOOD SCREW TO FRAMING

MEMBER ABOVE - TWO SCREWS AT EACH

END OF FIXTURE

LIGHT FIXTURE APPROVED FOR LOW

DENSITY CEILING MOUNTING

FINISH CEILING BELOW

WHERE OCCURS

ATTIC SPACE
ABOVE

CEILING JOIST, TYPICAL
(END VIEW)
TWO 10d NAILS THROUGH JOIST TO FRAMING

MEMBER, TYPICAL FOR BOTH ENDS OF EACH
MEMBER

JUNCTION BOX

JUNCTION
BOX

JUNCTION BOX
1 2
3 3
3 1
2 12

DAYLIGHT
ZONE
WHT
BLK
BLU
BLU
GRY
BRN
WHT
BLK
BLU
BLU
GRY
BRN

ORN WHT
BLK
BLU
BLUPUR
GRY
PUR
GRY
H
PUR
GRY
PUR
GRY
H N N

GRN GRN
G
GRNGRN
G

CONTROL

STATION

OCCUPANCY
SENSOR

DAYLIGHT
SENSOR

PLUG LOAD

RELAY PACK

HALF CONTROLLED

QUADPLEX

RECEPTACLE

DIMMING POWER /

RELAY PACK

LED LIGHT FIXTURE LED LIGHT FIXTURE LED LIGHT FIXTURE LED LIGHT FIXTURE WITH

EMERGENCY BACKUP BATTERY

DIMMING POWER /

RELAY PACK

TYPE MC-PCS MC LUMINARY CABLE

CONSISTING OF THE FOLLOWING
CIRCUIT CONDUCTORS:

1. CONTROLLED HOT - 1#12 CU THHN
(BROWN)

2. UNSWITCHED HOT - 1#12 CU THHN
(ORANGE)

3. NEUTRAL - 1#12 CU THHN (GREY)

4. EQUIPMENT GROUNDING - 1#12 CU

THHN (GREEN)

5. 0-10VDC CONTROL: PVC JACKET
CONTAINING 2#16 CU TFN (PURPLE

AND GRAY)

TYPE MC-PCS MC LUMINARY CABLE

CONSISTING OF THE FOLLOWING
CIRCUIT CONDUCTORS:

1. CONTROLLED HOT(BROWN)

2. NEUTRAL - 1#12 CU THHN (GREY)

3. EQUIPMENT GROUNDING - 1#12 CU

THHN (GREEN)

4. 0-10VDC CONTROL: PVC JACKET
CONTAINING 2#16 CU TFN (PURPLE

AND GRAY)
CATEGORY 5E CABLE (GREEN).

TO ADDITIONAL

LIGHTING FIXTURES IN

LIGHTING CONTROL
ZONE

TO ADDITIONAL

LIGHTING FIXTURES IN

LIGHTING CONTROL
ZONE

TO ADDITIONAL

CONTROLLED

RECEPTACLES

C O N T RO L L E D

C O N T R OL L E D

JUNCTION BOX JUNCTION BOX
WHT
BLK
BLU
BLU
H
N
H N G
CAT 5E
CAT 5E
CAT 5E CAT 5E
CAT 5E
CAT 5E
CAT 5E

CONTROL STATION OCCUPANCY
SENSOR

DAYLIGHT
SENSOR

PLUG LOAD

RELAY PACK

HALF CONTROLLED

QUADPLEX
RECEPTACLE.
nLIGHT ENABLED

FIXTURE
nLIGHT ENABLED

FIXTURE
nLIGHT ENABLED FIXTURE WITH

EMERGENCY BACKUP BATTERY

TO ADDITIONAL

CONTROLLED

RECEPTACLES
nLIGHT ENABLED

FIXTURE

CO N T R O L L E D

C O N T R OL L E D

EQUIPMENT GROUNDING

CONDUCTORS PER

SINGLE LINE DIAGRAM

BONDING OF PIPING AND

EXPOSED STRUCTURAL STEEL

METAL WATER PIPING -

METAL WATER PIPING SHALL BE
BONDED PER C.E.C. 250.104 (A)

STRUCTURAL METAL -

EXPOSED STRUCTURAL STEEL

SHALL BE BONDED
PER C.E.C. 250.104 (C)

BONDING JUMPERS SIZED
PER C.E.C. TABLE 250.66

OTHER METAL PIPING -

ABOVE GROUND METAL GAS PIPING

AND OTHER METAL PIPING SHALL BE
BONDED PER C.E.C. 250.104 (B)

INTERSYSTEM BONDING TERMINATION -
PROVIDE A #3/0 AWG INSULATED

COPPER GROUNDING CONDUCTOR

TERMINATED ON A TELECOMMUNICATIONS

GROUNDING BUS AT THE BUILDING MDF

BUILDING MAIN PANEL NEUTRAL BUS

BUILDING FEEDER NEUTRAL CONDUCTOR EQUIPMENT GROUNDING RUN WITH BUILDING FEEDER

BUILDING MAIN PANEL EQUIPMENT GROUNDING BUS

METAL UNDERGROUND WATER PIPE -
PROVIDE CONNECTION TO A METAL UNDERGROUND WATER PIPE PER C.E.C. 250.52 (A) (1)

CONCRETE-ENCASED ELECTRODE -

FURNISH AND INSTALL A CONCRETE-ENCASED

ELECTRODE CONSISTING OF AT LEAST
20-FT OF BARE #3/0 COPPER CONDUCTOR
INSTALLED PER C.E.C. 250.52 (A) (3)

GROUNDING ELECTRODE CONDUCTORS
SIZED PER C.E.C. TABLE 250.66

ROD ELECTRODE -

FURNISH AND INSTALL A
3/4" DIA. x 10'-0" COPPER-CLAD STEEL
GROUND ROD PER C.E.C. 250.52 (A) (5)

GROUNDING ELECTRODES

METAL FRAME OF BUILDING OR STRUCTURE -

PROVIDE CONNECTION TO THE STRUCTURAL
METAL FRAME PER C.E.C. 250.52 (A) (2)
SLAB MOUNTED TRANSFORMER N.T.S. 3
SURFACE PANEL MOUNTING N.T.S. 4
LIGHTING CONTROLS - nLIGHT N.T.S. 17
RECESSED FIXTURE MOUNTING N.T.S. 18 SURFACE FIXTURE MOUNTING N.T.S. 14 TRANSFORMER GROUNDING ELECTRODE SYSTEM N.T.S. 2 SURFACE PANEL MOUNTING N.T.S. 7
LIGHTING CONTROLS - 0-10V DIMMING N.T.S. 9 REMOTE BUILDING GROUNDING ELECTRODE SYSTEM N.T.S. 1

I GER S
A L
R
F
12-31-24
EL
S

T A T E
E
O
L A
L C A

T C I R
O F I
C
No. E 24293
ET
D
RE
RP

O S FES OI N
R
A I N
N

EE I N G E
CH
NO
S
J A
R MA
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D ETE
R
INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:55 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E600
CITY OF SHAFTERELECTRICAL DETAILS 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET
A
N.T.S. 10
N.T.S. 11
N.T.S. 12 N.T.S. 8
N.T.S. 15
N.T.S. 20 N.T.S. 16
N.T.S. 19

Page 264 of 395 ends

600/3
800/3
LSI

TO UTILITY

COMPANY
M
DIST.

PANEL
'DPH'
DIST.

PANEL
'DPL'
UAM

TRANSFORMER 'TDPL'
480V
112.5kVA
120/208V 3PH
LSI
PANEL
'L'
PANEL
'ACL'
PANEL
'IT'
PANEL
'R'
2 F2
F1
F3
F4 F5 F6
PANEL
'EV'

TRANSFORMER 'TEV'
480V
75kVA
120/208V 3PH
3 225/3

PREPARED
SPACE
2 4
225/3

PREPARED
SPACE
5 125/3
LSI

STANDBY GENERATOR
E N AUTOMATIC TRANSFER SWITCH 'ATS-1' 400/3
(N) MAIN SWITCHBOARD 'MSB'
800A, 277/480V, 3ɸ, 4W, 65 kAIC
4 7
3 3
5 BESS

BATTERY ENERGY STORAGE SYSTEM REQUIRED
PER 2022 CA ENERGY CODE SECTION 140.10(b)
SOLAR
PV
PANEL
'PV'

SOLAR ELECTRIC PV SYSTEM REQUIRED
PER 2022 CA ENERGY CODE SECTION 140.10(a)
MINIMUM SYSTEM SIZE:

POWER CAPACITY 9.49 kW
ENERGY CAPACITY: 40.02 kWh
VOLTAGE: 480VAC, 3PH
MINIMUM SYSTEM SIZE: 22.85 kWdc

AC DISCONNECT
600V, 30A, 3-POLE
F7 F9
F8
F10
3 8
60/3
LSI
1 SPD
120kA
SPD
120kA
SPD
120kA
6 150/3
LSI
M NGOM
COLL.

PANEL
'CP'
6 1

AC DISCONNECT
600V, 30A, 3-POLE
9 3
10 11

FEEDER SCHEDULE

FEEDER ORIGIN DESTINATION CONDUIT CONDUCTORS

CALCULATED

VOLTAGE DROP

REMARKS
F1
F2
F3
F4
F5
F6
F7
ONE 1-1/4"C 0.10% FEEDER
ONE 1-1/2"C 0.04% FEEDER
TWO 2"C 0.13%
ONE 1-1/2"C 0.17% FEEDER
ONE 2"C 0.14% FEEDER
ONE 1-1/4"C 0.08% FEEDER
TWO PARALLEL FEEDERS WITH SUPPLYSIDE BONDING JUMPER
ONE 1"C 0.09%

DISTRIBUTION

PANEL 'DPH'

TRANSFORMER
'TDPL'
F8 ONE 1"C 0.09% FEEDER
F9 1.57%
F10 0.21%
FEEDER
4#2 CU THWN AND 1#6 CU GND
3#2/0 CU THWN AND 1#6 CU GND
4#3/0 CU THWN AND 1#1/0 CU GND (SSBJ) IN EACH CONDUIT
4#1 CU THWN AND 1#6 CU GND
4#3/0 CU THWN AND 1#6 CU GND
4#2 CU THWN AND 1#6 CU GND
3#10 CU THWN AND 1#10 CU GND
3#10 CU THWN AND 1#10 CU GND

DISTRIBUTION

PANEL 'DPL'

PANEL 'R'

DISTRIBUTION

PANEL 'DPL'

PANEL 'IT'

DISTRIBUTION

PANEL 'DPL'

PANEL 'ACL'

DISTRIBUTION

PANEL 'DPH'

TRANSFORMER
'TDPL'

DISTRIBUTION

PANEL 'DPL'

PANEL 'L'

COLLECTOR PANEL
'CP'

BESS DISCONNECT
SWITCH

BATTERY ENERGY

STORAGE SYSTEM

BESS DISCONNECT
SWITCH

COLLECTOR PANEL
'CP'

SOLAR PV AC

DISCONNECT

PANEL 'PV'

SOLAR PV AC

DISCONNECT
ONE 2"C FEEDER4#10 CU THWN AND 1#10 CU GND
ONE 1"C FEEDER4#10 CU THWN AND 1#10 CU GND

I GER S
A L
R
F
12-31-24
EL
S

T A T E
E
O
L A
L C A

T C I R
O F I
C
No. E 24293
ET
D
RE
RP

O S FES OI N
R
A I N
N

EE I N G E
CH
NO
S
J A
R MA
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D ETE
R
INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:56 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E700
CITY OF SHAFTERSINGLE LINE DIAGRAM 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET
A
SINGLE LINE DIAGRAM N.T.S. 8

GENERAL NOTES
A. CIRCUIT BREAKERS SUPPLYING CLASS 1 TRANSFORMERS SHALL BE LOCKABLE IN THE OFF POSITION.

B. ARC-FLASH HAZARD WARNING LABELS SHALL BE PROVIDED AT

ELECTRICAL EQUIPMENT SUCH AS SWITCHBOARDS AND PANELBOARDS IN ACCORDANCE WITH CEC 110.16.

C. CIRCUIT IDENTIFICATION - A TYPEWRITTEN CIRCUIT DIRECTORY SHALL

BE PROVIDED AT EACH PANELBOARD AND SWITCHBOARD IN
ACCORDANCE WITH CEC ARTICLE 408.4(A). THE CONTRACTOR SHALL

DEVELOP AND PREPARE THE CIRCUIT IDENTIFICATION DESCRIPTION BASED ON THE AS-BUILT CONDITION.

D. SOURCE OF SUPPLY IDENTIFICATION - ALL SWITCHBOARDS,

PANELBOARDS AND TRANSFORMERS SHALL HAVE A TYPEWRITTEN

LABEL APPLIED INDICATING THE DEVICE OR EQUIPMENT WHERE THE POWER SUPPLY ORIGINATES PER CEC ARTICLE 408.4(B).

KEYNOTES
1 SYSTEM GROUND PER SITE ELECTRICAL CONTRACTOR
TRANSFORMER GROUND PER DETAIL 2/E600.

PROVIDE REMOTE BUILDING GROUNDING ELECTRODE SYSTEM PER
DETAIL 1/E600.

STANDBY GENERATOR AND AUTOMATIC TRANSFER SWITCH
PROVIDED BY SITE ELECTRICAL CONTRACTOR.

TRANSFORMER AND PANEL PROVIDED BY SITE ELECTRICAL
CONTRACTOR.

ROOFTOP MOUNTED SOLAR PV SYSTEM PROVIDED BY MODULAR
MANUFACTURER.

MAIN SWITCHBOARD 'MSB' PROVIDED BY SITE ELECTRICAL
CONTRACTOR.

BATTERY ENERGY STORAGE SYSTEM PROVIDED BY MODULAR
MANUFACTURER.

COLLECTOR PANEL, CONDUIT, AND FEEDERS TO BATTERY ENERGY

STORAGE SYSTEM AND PANEL 'PV' PROVIDED BY MODULAR
MANUFACTURER.

CONDUIT AND FEEDER TO MAIN SWITCHBOARD PROVIDED BY SITE ELECTRICAL CONTRACTOR.

POST STRUT MOUNT FOR COLLECTOR PANEL 'CP' PROVIDED BY SITE ELECTRICAL CONTRACTOR.
2 3
4 5
6 7
8 DRAWINGS REPRESENT BASIS OF DESIGN ONLY FOR MODULAR BUILDING AND DO NOT CONSTITUTE COMPLETE CONSTRUCTION DOCUMENTS.

DRAWING NOTE

Page 265 of 395 ends

W
TAMPER-RESISTANT QUADRUPLEX RECEPTACLE IN WALL @ +18" A.F.F., U.O.N. ONE TAMPER-RESISTANT SWITCHED GFCI RECEPTACLE IN WALL @ +18" A.F.F. U.O.N.

L
PC

ELECTRICAL PANELBOARD PER PLANS, SURFACE MOUNTED ON WALL

LOWER CASE SUBSCRIPT INDICATES

CONTROLLED SWITCHLEG OF CIRCUIT

POST TOP MOUNTED LIGHTING FIXTURE
THREE WAY AC SNAP SWITCH @ +48" TO TOP OF BOX, U.O.N.

TWO POLE AC SNAP SWITCH @ +48" TO TOP OF BOX, U.O.N.

SINGLE POLE AC SNAP SWITCH @ +48" TO TOP

ILLUMINATED EXIT SIGN MOUNTED ON WALL

WALL MOUNTED LIGHTING FIXTURE

RECESSED FIXTURE WITH EMERGENCY BATTERY BACKUP

RECESSED LIGHTING FIXTURE

CEILING MOUNTED LIGHTING FIXTURE

ILLUMINATED EXIT SIGN MOUNTED ON CEILING

LOW LEVEL PHOTOLUMINESCENT EXIT SIGN MOUNTED ON WALL
3 2
a
TAMPER-RESISTANT WEATHER RESISTANT (W/R) DUPLEX GFCI RECEPTACLE W/ W.P. COVER SPECIAL PURPOSE ELECTRICAL OUTLET PER PLAN IN WALL @ 18" U.O.N.

TAMPER-RESISTANT DUPLEX ISOLATED GROUND RECEPTACLE IN WALL @ +18", U.O.N.

FLUSH FLOOR BOX WITH DEVICE(S) INSTALLED PER PLANS, U.O.N.

TAMPER-RESISTANT QUADRUPLEX RECEPTACLE IN WALL @ +18", U.O.N.

TAMPER-RESISTANT DUPLEX GFI RECEPTACLE, IN WALL @ 18", U.O.N.

TAMPER-RESISTANT DUPLEX RECEPTACLE IN WALL @ +18", U.O.N.

TAMPER-RESISTANT SINGLE RECEPTACLE IN WALL @ +18", U.O.N.

ELECTRIC MOTOR

JUNCTION BOX

FUSIBLE DISCONNECT SWITCH WITH INTEGRAL MAGNETIC STARTER

SURFACE MOUNTED LED LIGHTING FIXTURE

RECESSED LED LIGHTING FIXTURE

EXHAUST FAN OR FRACTIONAL HORSEPOWER MOTOR

JUNCTION BOX WITH FLEXIBLE CONDUIT CONNECTION TO EQUIPMENT

NON-FUSIBLE DISCONNECT SWITCH

DUPLEX RECEPTACLE FLUSH IN CEILING

FUSIBLE DISCONNECT SWITCH
WP
(2)
CONDUIT IN ATTIC/WALL: DENOTES 3/4"C-2#12 AWG CU THWN, 1#12 CU GND, U.O.N.

CONDUIT IN FLOOR/U.G.: DENOTES 3/4"C-2#12 AWG CU THWN, 1#12 CU GND, U.O.N.

ELECTRICAL KEYNOTES: DENOTES KEYNOTE #1 OF NOTES ON SAME SHEET

ELECTRICAL SYMBOL LEGEND
NOTE: SOME SYMBOLS SHOWN MAY NOT APPLY TO THIS PROJECT

DIMENSIONS INDICATED ARE MEASURED TO CENTERLINE OF ENCLOSURE, UNLESS OTHERWISE NOTED

DENOTES ABOVE FINISHED GRADE
CONDUIT RUN - STUBBED, CAPPED AND LABELED.

CONDUIT RUN: DENOTES 3/4"C - 4 #12 AWG CU THWN + 1 #12 CU GND, U.O.N.

CONDUIT RUN: DENOTES 3/4"C - 5 #12 AWG CU THWN + 1 #12 CU GND, U.O.N.

CONDUIT RUN: DENOTES 3/4"C - 3 #12 AWG CU THWN + 1 #12 CU GND, U.O.N.

CIRCUIT HOME RUN: DENOTES PANEL A, CKT. #3, - 3/4"C. MINIMUM, U.O.N.

ELECTRICAL PANELBOARD PER PLANS, FLUSH MOUNTED IN WALL
CONDUIT RUN: DENOTES 1"C - 6 #12 AWG CU THWN + 1 #12 CU GND, U.O.N.

DENOTES EXISTING CONDUIT RUN TO REMAIN

DENOTES UNLESS OTHERWISE NOTED

DENOTES FURNISHED BY OTHERS

DENOTES WEATHERPROOF CONSTRUCTION

DENOTES VAPOR TIGHT CONSTRUCTION

DENOTES ABOVE FINISHED FLOOR

DENOTES WATER TIGHT CONSTRUCTION
DENOTES EXISTING TO REMAIN, NO WORK U.O.N.

DENOTES NEW
F.B.O.
(E)
(N)
U.O.N.

A.F.G.

A.F.F.

W.T.

V.P.

W.P.

DENOTES SPACING DIMENSION ON CENTER LINE OF DEVICE

DENOTES RAIN TIGHT CONSTRUCTION

DENOTES UNDERGROUND INSTALLATION

DENOTES EXPLOSION PROOF CONSTRUCTION

DENOTES DUST TIGHT CONSTRUCTION
R.T.

O.C.

U.G.

E.P.

D.T.

SYMBOL DESCRIPTION

TERMINAL CABINET PER PLANS, SURFACE MOUNTED ON WALL

TERMINAL CABINET PER PLANS, FLUSH MOUNTED IN WALL

LIGHTING CONTROL SYSTEM DIMMING/POWER PACK MOUNTED IN ATTIC

OCCUPANCY SENSOR - CEILING MOUNTED
KEY OPERATED AC SNAP SWITCH @ +48" TO TOP OF BOX U.O.N.

SINGLE POLE AC SNAP SWITCH @ +48" TO TOP OF BOX, U.O.N.

SYSTEM CONTROL SWITCH PER PLANS, @ 48" TO TOP OF BOX U.O.N. CS K
A

SYMBOL DESCRIPTION
ELECTRICAL SYMBOLS NOTES:

OF BOX, U.O.N.

SINGLE POLE AC SNAP SWITCH WITH PILOT LAMP @ +48" TO TOP OF BOX U.O.N.

HORSEPOWER RATED AC SNAP SWITCH @ +48" TO TOP OF BOX U.O.N.

FOUR WAY AC SNAP SWITCH @ +48" TO TOP OF BOX, U.O.N. 4
P
M
DIGITAL TIMER SWITCH, FLUSH MOUNTED @ +48" TO TOP OF BOX U.O.N. T CIRCUIT FEEDER: DENOTES FEEDER 'F1' PER SYSTEM FEEDER SCHEDULE

WALL MOUNTED LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP

RECESSED LED LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP

SURFACE MOUNTED LED LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP

CEILING MOUNTED LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP

SURFACE MOUNTED LED STRIP LIGHT

SURFACE MOUNTED LED STRIP LIGHT WITH EMERGENCY BATTERY BACKUP

SURFACE MOUNTED ROUND LIGHTING FIXTURE

SURFACE MOUNTED ROUND LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP OCCUPANCY SENSOR - WALL MOUNTED @ +90" TO TOP OF BOX, U.O.N.

LIGHTING CONTROL SYSTEM PLUG LOAD RELAY PACK MOUNTED IN ATTIC LIGHTING CONTROL SYSTEM 2-BUTTON DIMMING WALL SWITCH
@ +48" TO TOP OF BOX, U.O.N.

LIGHTING CONTROL SYSTEM 4-BUTTON DIMMING WALL SWITCH
@ +48" TO TOP OF BOX, U.O.N.

LIGHTING CONTROL SYSTEM DIMMING WALL SWITCH WITH LOCKING COVER @ +48" TO TOP OF BOX, U.O.N.

LIGHTING CONTROL SYSTEM DAYLIGHT SENSOR - CEILING MOUNTED

LIGHTING CONTROL SYSTEM NETWORK BRIDGE

LIGHTING CONTROL SYSTEM NETWORK GATEWAY

LIGHTING CONTROL SYSTEM AUTOMATED DEMAND RESPONSE MODULE

LIGHTING CONTROL SYSTEM TIME CLOCK
WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR @ +48" TO TOP OF BOX, U.O.N.

SEPARATE POWER AND DATA FLOOR BOXES

CONTROL PANEL PER PLANS, SURFACE MOUNTED ON WALL

CONTROL PANEL PER PLANS, FLUSH MOUNTED IN WALL

LIGHTING CONTROL PANEL PER PLANS, FLUSH MOUNTED IN WALL

LIGHTING CONTROL PANEL PER PLANS, SURFACE MOUNTED ON WALL

FIRE ALARM PANEL PER PLANS, FLUSH MOUNTED IN WALL

FIRE ALARM PANEL PER PLANS, SURFACE MOUNTED ON WALL
SPEAKER/CLOCK IN COMMON BACKBOX PER PLAN @ 12" BELOW CEILING, U.O.N.

INTRUSION ALARM SYSTEM MAGNETIC WINDOW CONTACT

INTRUSION ALARM SYSTEM GLASS BREAK DETECTOR
WALL CLOCK PER PLAN @ 12" BELOW CEILING, U.O.N.

SPEAKER ON WALL @ 12" BELOW CEILING, U.O.N.

INTRUSION ALARM SYSTEM KEYPAD

INTRUSION ALARM SYSTEM CARD READER

INTRUSION ALARM SYSTEM MAGNETIC DOOR CONTACT
SPEAKER IN CEILING, U.O.N.

INTRUSION ALARM SYSTEM MOTION DETECTOR

EXTERIOR SPEAKER, ELEVATION AS NOTED
DATA OUTLET IN WALL @ +18", U.O.N., ROUGH IN ONLY

INTRUSION ALARM SYSTEM FOB READER
(1) (6)

LOW VOLTAGE CONTROL TRANSFORMER

SECURITY CAMERA ROUGH-IN LOCATION PER PLAN

PHOTOCELL CONTROL MOUNTED ON ROOF
(5) IN ADDITION TO CONDUITS SHOWN ON PLANS, STUB ONE 1"C AND TWO 3/4"C (SPARE) INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR CEILING U.O.N.. REQUIREMENT APPLIES TO EACH SIGNAL SYSTEM T.C.

INDICATED FLUSH MOUNTED ON SIGNAL PLAN.
(6) 4S BACKBOX WITH SINGLE GANG TRIM AND COVERPLATE.
(7) ORANGE DEVICE (ISOLATED GROUND DUPLEX RECEPT. ONLY) WITH

ENGRAVED WORDING ON COVER PLATE ABOVE ISOLATED GROUND
RECEPT.: "COMPUTER ONLY".
(1) RUN 1"C CONCEALED IN WALL AND STUB INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR CEILING, U.O.N.
(2) RUN 1"C TO NEAREST WALL, THEN RISE CONCEALED IN WALL AND STUB INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR CEILING, U.O.N.

FOR SINGLE SYSTEMS INDIVIDUAL FLOORBOXES. WHERE MULTIPLE SYSTEMS OCCUR WITHIN A COMMON FLOOR BOX, RUN TWO 1"C PER ABOVE.
(3) SYSTEM IS ROUGH IN ONLY, PROVIDE BACKBOX, BLANK COVERPLATE AND CONDUIT STUB PER DETAIL PLANS.
(4) IN ADDITION TO CONDUITS SHOWN ON PLANS, STUB ONE 1 1/4"C, ONE 1"C, AND TWO 3/4"C (SPARE) INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR CEILING, U.O.N. THIS REQUIREMENT APPLIES TO EACH POWER AND LIGHTING PANEL INDICATED FLUSH MOUNTED ON POWER PLAN.
(2)
(3)
(3)
(3)
(3)
(3)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(5)
(7)
A-3
F1
1 UNSWITCHED RECEPTACLE AND ONE SWITCHED (OCC. SENSOR CONTROLLED) RECEPTACLE (OCC. SENSOR OR WALL SWITCH CONTOLLED)
J
J
MD
DC
WC
GB
KP
CR
FR
C
S
S
S
S
T
TC
AD
nG
nB
DS
C1
C4
C1
RP
P
M
M
@+18", U.O.N.

ACCESS CONTROL SYSTEM ELECTRIFIED STRIKE, ROUGH IN ONLY

ACCESS CONTROL SYSTEM MAGNETIC DOOR CONTACT, ROUGH IN ONLY

ACCESS CONTROL SYSTEM CARD READER, ROUGH IN ONLY
ES
DC
CR
(3)
(3)
(3)
DH ACCESS CONTROL SYSTEM MAGNETIC DOOR HOLDER, ROUGH IN ONLY (3)

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE

NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR

BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26 AND 30.

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY OR MOVEABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G.

HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

3. MOVEABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE

COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND THE ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS,

THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION. THE PROJECT

INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS.

PIPING, DUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE:

PIPING, DUCTWORK, AND ELECTRICAL SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION 13.6.7, 13.6.6, 13.6.5, AND 2019 CBC, SECTIONS 1617A.1.23, 1617A.1.24, 1617A.1.25, AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., SMACNA OR

OSHPD OPM), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL

BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD

SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

ELECTRICAL DISTRIBUTION SYSTEMS:

SHALL COMPLY WITH THE OSHPD PRE-APPROVAL (OPM) #OPM-0052-13, "SEISMIC BRACING AND SUPPORT SYSTEMS"

MEP COMPONENT ANCHORAGE NOTE

I GER S
A L
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12-31-24
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T A T E
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L C A

T C I R
O F I
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No. E 24293
ET
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RP

O S FES OI N
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A I N
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EE I N G E
CH
NO
S
J A
R MA
T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D ETE
R
INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:56 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E800
CITY OF SHAFTERELECTRICAL SCHEDULES, LEGENDS, AND NOTES 10/31/24 22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET
A
TRANSFORMER SCHEDULE NOTES:

1. TRANSFORMER SHALL BE COMPLIANT WITH DOE 2016 ENERGY EFFICIENCY STANDARD.

2. TRANSFORMER GROUND PER DETAIL 2/E600.

3. MOUNT TRANSFORMER PER DETAIL 3/E600.

LIGHTING FIXTURE SCHEDULE

FIXTURE

DESIGNATION

FIXTURE

VOLTAGE

FIXTURE
WATTAGE MOUNTING DRIVER &COLOR TEMP DESCRIPTION MANUFACTURER CATALOG # A1 277 V 47 RECESSED
PER 18/E600 LED - 4000K LOW PROFILE 2X4 RECESSEDVOLUMETRIC TROFFER LITHONIA 2BLT4-60L-ADPT-EZ1-LP840-N100
A1E 277 V 47 RECESSED
PER 18/E600 LED - 4000K
LOW PROFILE 2X4 RECESSED

VOLUMETRIC TROFFER WITH

EMERGENCY BATTERY PACK
LITHONIA 2BLT4-60L-ADPT-EZ1-LP840-N100-E10WLCP
B1 277 V 45 SURFACE
PER 14/E600 LED - 4000K 4FT VOLUMETRIC SURFACE WRAP LITHONIA STL4-48L-EZ1-LP840 B1E 277 V 45 SURFACE
PER 14/E600 LED - 4000K 4FT VOLUMETRIC SURFACE WRAPWITH EMERGENCY BATTERY PACK LITHONIA STL4-48L-EZ1-LP840-E10WLCP
W1 277 V 32 WALL LED - 4000K ARCHITECTURAL LED WALL PACK LITHONIA WDGE2-LED-P3-40K-T2M-MVOLT-PIR-DBLXD W1E 277 V 32 WALL LED - 4000K ARCHITECTURAL LED WALL PACK

WITH EMERGENCY BATTERY PACK
LITHONIA WDGE2-LED-P3-40K-T2M-MVOLT-E10WH-PIR-DBLXD
W2E 277 V 27 WALL LED - 4000K

DECORATIVE LED WALL PACK AT

MAIN ENTRY DOORS WITH

EMERGENCY BATTERY PACK

LUMINAIRE
SPC8-6OF3-24IN-NODIM-25W-40K-MVOLT-OP-BLK-EMB31
0-OCC
X1 277 V 5 SURFACE NA

DIE CAST ALUMINUM LED EXIT

LIGHT WITH EMERGENCY BATTERY

PACK AND SELF-DIAGNOSTICS
LITHONIA LE-S-1-G-ELN-SD

TRANSFORMER SCHEDULE

TRANSFORMER

DESIGNATION

PRIMARY

VOLTAGE

SECONDARY

VOLTAGE
kVA
RATING

SUPPLY-SIDE &

SYSTEM BONDING

JUMPER SIZES

ENCLOSURE

DIMENSIONS

XFMR WEIGHT NOTES

HEIGHT WIDTH DEPTH
TDPL 480V DELTA 120/208V Y 3ɸ 112.5 #1/0 CU NEMA 1 37.50" 31.31" 28.43" 974 LBS. 1, 2, 3 GENERAL NOTES N.T.S. 20 CABLE SCHEDULE N.T.S. 12
LIGHTING FIXTURE SCHEDULE N.T.S. 9
SYMBOL LEGEND AND NOTES N.T.S. 4
TRANSFORMER SCHEDULE N.T.S. 10

Page 266 of 395 ends

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T A T E EO L A L C A T C I R O F IC
No. E 24293
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RP O S FES OI N
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A I N
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E CH NOS J A R MA T ,

FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO

A R C H I T E C T S E N G I N E E R S C O N N E C T E D

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:57 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E801
CITY OF SHAFTERPANEL SCHEDULES 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET A
TOTAL CALCULATED LOAD (AMPS) : 220.2 223.7 197.5
TOTAL CALCULATED LOAD (VA) : 60999 61968 54720
25% LCL/LML (VA) : 1954 1954 1954
TOTAL CONNECTED LOAD (VA) : 59046 60014 52766
0 0
11 11 30 3 0 0
0 0
0 0
10 10 30 3 0 0
0 0
7815 7815
9 9 35 3 AC UNIT 'HC-6' 7815 7815
7815 7815
4919 4919
8 8 25 3 AC UNIT 'HC-5' 4919 4919
4919 4919
4919 4919
7 7 25 3 AC UNIT 'HC-4' 4919 4919
4919 4919
4919 4919
6 6 25 3 AC UNIT 'HC-3' 4919 4919
4919 4919
4919 4919
5 5 25 3 AC UNIT 'HC-2' 4919 4919
4919 4919
4919 4919
4 4 25 3 AC UNIT 'HC-1' 4919 4919
4919 4919
18621 18621
3 3 175 3 TRANSFORMER 'TDPL' 25302 25302
22906 22906
1735 1735
2 2 100 3 PANEL 'L' 2303 2303
3730 3730
0 0
1 1 30 3 0 0 SURGE PROTECTIVE DEVICE (SPD)
120kA
0 0
NO. SPACE

CKT PNL

AMP POLE
SERVES

LOAD A B C

CIRCUIT BREAKER VOLT-AMPERES
ENCLOSURE: NEMA 1
MOUNTING: SURFACE PER DETAIL 4/E600
LOCATION: ELECTRICAL ROOM
A.I.C.: 42 kAIC
TRIP: ELECTRONIC LSI
MAIN: 600A CB
PANEL NEUTRAL: 100% RATED NEUTRAL
DISTRIBUTION VOLTAGE: 277/480V, 3 PH, 4 W
BUS: 600 AMP BUS
PANEL: DPH
TOTAL CALCULATED LOAD (AMPS) : 190.9 210.8 155.2 66828 VA TOTAL CALCULATED LOAD (VA) : 22906 25302 18621 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 0 0 0
TOTAL CONNECTED LOAD (VA) : 22906 25302 18621
5701 18441 12740
SUB 125 3 PANEL 'ACL' 9562 22942 13380 PANEL 'R' 200 3 SUB 7506 20726 13220
29 29 -- -- SPACE 0 180 180 30 30
27 27 -- -- SPACE 0 2360 2360 PANEL 'IT' 100 3 28 28
25 25 -- -- SPACE 0 2180 2180 26 26
23 23 -- -- SPACE 0 0 0 SPACE -- -- 24 24
21 21 -- -- SPACE 0 0 0 SPACE -- -- 22 22
19 19 -- -- SPACE 0 0 0 SPACE -- -- 20 20
17 17 -- -- SPACE 0 0 0 SPACE -- -- 18 18
15 15 -- -- SPACE 0 0 0 SPACE -- -- 16 16
13 13 -- -- SPACE 0 0 0 SPACE -- -- 14 14
11 11 -- -- SPACE 0 0 0 SPACE -- -- 12 12
9 9 -- -- SPACE 0 0 0 SPACE -- -- 10 10
7 7 -- -- SPACE 0 0 0 SPACE -- -- 8 8
5 5 -- -- SPACE 0 0 0 SPACE -- -- 6 6
3 3 -- -- SPACE 0 0 0 SPACE -- -- 4 4
1 1 -- -- SPACE 0 0 0 SPACE -- -- 2 2
NO. SPACE SPACE NO.

CKT PNL

AMP POLE
SERVES

LOAD A B C LOAD
SERVES

AMP POLE

PNL CKT

CIRCUIT BREAKER VOLT-AMPERES BREAKER CIRCUIT
PANEL: 100% RATED NEUTRAL A.I.C.: 22000 A ENCLOSURE: NEMA 1 DISTRIBUTION 120/208V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: SURFACE PER DETAIL 7/E600 400 AMP BUS MAIN: 400A CB LOCATION: ELECTRICAL ROOM
PANEL: DPL
SCHEDULES - MAIN SWITCHBOARD 'MSB', DISTRIBUTION PANELS 'DPH' & 'DPL', AND PANEL 'EV' N.T.S.8 TOTAL CALCULATED LOAD (AMPS) : 0.0 0.0 0.0 0 VA
TOTAL CALCULATED LOAD (VA) : 0 0 0 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 0 0 0
TOTAL CONNECTED LOAD (VA) : 0 0 0
29 29 -- 1 SPACE 0 0 0 SPACE -- 1 30 30
27 27 -- 1 SPACE 0 0 0 SPACE -- 1 28 28
25 25 -- 1 SPACE 0 0 0 SPACE -- 1 26 26
23 23 -- 1 SPACE 0 0 0 SPACE -- 1 24 24
21 21 -- 1 SPACE 0 0 0 SPACE -- 1 22 22
19 19 -- 1 SPACE 0 0 0 SPACE -- 1 20 20
17 17 -- 1 SPACE 0 0 0 SPACE -- 1 18 18
15 15 -- 1 SPACE 0 0 0 SPACE -- 1 16 16
13 13 -- 1 SPACE 0 0 0 SPACE -- 1 14 14
11 11 -- 1 SPACE 0 0 0 SPACE -- 1 12 12
9 9 -- 1 SPACE 0 0 0 SPACE -- 1 10 10
7 7 -- 1 SPACE 0 0 0 SPACE -- 1 8 8
5 5 0 0 0 6 6
3 3 80 3 0 0 0 30 3 4 4
1 1

BATTERY ENERGY STORAGE
SYSTEM
0 0 0

PANEL 'PV'
2 2
NO. SPACE SPACE NO.

CKT PNL

AMP POLE
SERVES

LOAD A B C LOAD
SERVES

AMP POLE

PNL CKT

CIRCUIT BREAKER VOLT-AMPERES BREAKER CIRCUIT
PANELBOARD 100% RATED NEUTRAL A.I.C.: 22000 A ENCLOSURE: NEMA 3R RECEPTACLE 277/480V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: POST STRUT 225 AMP BUS MAIN: 150A CB LOCATION: ELECTRICAL YARD
PANEL: CP

Page 267 of 395 ends

I GER S
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DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
property rights in these
PLOT DATE:

NOT FOR

CONSTRUCTION
10/4/2024 1:21:59 PM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E802
CITY OF SHAFTERPANEL SCHEDULES 10/31/24
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

BID SET
A
TOTAL CALCULATED LOAD (AMPS) : 62.5 79.7 47.5 22768 VA
TOTAL CALCULATED LOAD (VA) : 7506 9562 5701 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 192 192 0
TOTAL CONNECTED LOAD (VA) : 7313 9369 5701
41 41 -- -- SPACE 0 SPACE -- -- 42 42
39 39 -- -- SPACE 0 SPACE -- -- 40 40
37 37 -- -- SPACE 0 SPACE -- -- 38 38
35 35 20 1 SPARE 0 0 SPACE -- -- 36 36
33 33 20 1 SPARE 0 0 SPACE -- -- 34 34
31 31 20 1 SPARE 0 0 SPACE -- -- 32 32
29 29 20 1 SPARE 0 0 0 SPARE 20 1 30 30
27 27 20 1 GARBAGE DISP. BRK. RM. 111 1140 1140 0 SPARE 20 1 28 28 25 25 20 1 GARBAGE DISP. BRK. RM. 132 1140 1140 0 SPARE 20 1 26 26 23 23 15 1 EXHAUST FAN 'EF-6' 100 100 0 SPARE 20 1 24 24 21 21 15 1 EXHAUST FAN 'EF-5' 128 728 600 WATER FOUNTAIN 20 1 22 22 19 19 15 1 EXHAUST FAN 'EF-4' 100 600 500 WATER/FLUSH VALVES 20 1 20 20 17 17 15 1 EXHAUST FAN 'EF-3' 128 628 500 WATER/FLUSH VALVES 20 1 18 18 15 15 15 1 EXHAUST FAN 'EF-2' 128 628 500 WATER/FLUSH VALVES 20 1 16 16 13 13 15 1 EXHAUST FAN 'EF-1' 100 600 500 WATER/FLUSH VALVES 20 1 14 14 11 11 770 870 100 CIRC. PUMP 'CP-1' CUST. 125 15 1 12 12 9 9
30 2 OUTDOOR UNIT 'ODU-3'
770 2770 2000 WTR HTR 'WH-2' CUST. 125 30 1 10 10
7 7 770 870 100 CIRC. PUMP 'CP-1' JAN. 110 15 1 8 8
5 5
30 2 OUTDOOR UNIT 'ODU-2'
770 4104 3334 6 6
3 3 770 4104 3334 4 4
1 1
30 2 OUTDOOR UNIT 'ODU-1'
770 4104 3334
WATER HEATER 'WH-1' JANITOR
110
35 3
2 2
NO. SPACE SPACE NO.

CKT PNL

AMP POLE
SERVES

LOAD A B C LOAD
SERVES

AMP POLE

PNL CKT

CIRCUIT BREAKER VOLT-AMPERES BREAKER CIRCUIT
PANELBOARD 100% RATED NEUTRAL A.I.C.: 22000 A ENCLOSURE: NEMA 1 HVAC 120/208V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: SURFACE PER DETAIL 7/E600 125 AMP BUS MAIN: 125A CB LOCATION: ELECTRICAL ROOM
PANEL: ACL
TOTAL CALCULATED LOAD (AMPS) : 110.2 111.5 106.2 39340 VA TOTAL CALCULATED LOAD (VA) : 13220 13380 12740 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 0 0 0
TOTAL CONNECTED LOAD (VA) : 13220 13380 12740
41 41 20 1 SPARE 0 180 180 RECEPT. - W.P. ON ROOF 20 1 42 42 39 39 20 1 RECEPT. - OPEN OFFICE 540 540 0 SPARE 20 1 40 40 37 37 20 1 RECEPT. - ELECT. 180 180 0 SPARE 20 1 38 38
35 35 20 1 RECEPT. - WELLNESS 360 1360 1000 RECEPT. - REFRIGERATOR 20 1 36 36 33 33 20 1 RECEPT. - RR'S/HALL 540 900 360 RECEPT. - BREAK ROOM 20 1 34 34 31 31 20 1 RECEPT. - REFRIGERATOR 1000 1540 540 RECEPT. - RR 20 1 32 32 29 29 20 1 RECEPT. - BREAK ROOM 900 2100 1200 RECEPT. - CITY OFC PARTITION 20 1 30 30 27 27 20 1 RECEPT. - OFFICE 1440 2640 1200 RECEPT. - CITY OFC PARTITION 20 1 28 28 25 25 20 1 RECEPT. - CONFERENCE ROOM 1080 2280 1200 RECEPT. - CITY OFC PARTITION 20 1 26 26 23 23 20 1 RECEPT. - CONFERENCE ROOM 1080 2280 1200 RECEPT. - CITY OFC PARTITION 20 1 24 24 21 21 20 1 RECEPT. - OFFICE 1440 2880 1440 RECEPT. - OFFICE 20 1 22 22 19 19 20 1 RECEPT. - OFFICE 1440 2520 1080 RECEPT. - COPY ROOM/STOR. 20 1 20 20 17 17 20 1 RECEPT. - ARMORY/EVIDENCE 1080 2080 1000 RECEPT. - COPIER 20 1 18 18 15 15 20 1 RECEPT. - WORK STA.... 1200 2460 1260 RECEPT. - PUBLIC SERVICE 20 1 16 16 13 13 20 1 RECEPT. - WORK STA.... 1200 2100 900 RECEPT. - WORK ROOM 20 1 14 14 11 11 20 1 RECEPT. - WORK STA.... 1200 2640 1440 RECEPT. - LIBRARY OFFICE 20 1 12 12 9 9 20 1 RECEPT. - COUNTER 1440 2160 720 RECEPT. - LIBRARY 20 1 10 10 7 7 20 1 RECEPT. - COPIER 1000 1900 900 RECEPT. - LIBRARY 20 1 8 8 5 5 20 1 RECEPT. - RECORDS PARTITION 1200 2100 900 RECEPT. - COMMUNITY ROOM 20 1 6 6 3 3 20 1 RECEPT. - LIVESCAN,... 1080 1800 720 RECEPT. - COMMUNITY ROOM 20 1 4 4 1 1 20 1 RECEPT. - LOBBY, RR, RECORDS 1440 2700 1260 RECEPT. - RR'S/CUST./LOBBY 20 1 2 2 NO. SPACE SPACE NO.

CKT PNL

AMP POLE
SERVES

LOAD A B C LOAD
SERVES

AMP POLE

PNL CKT

CIRCUIT BREAKER VOLT-AMPERES BREAKER CIRCUIT
PANELBOARD 100% RATED NEUTRAL A.I.C.: 22000 A ENCLOSURE: NEMA 1 RECEPTACLE 120/208V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: SURFACE PER DETAIL 7/E600 200 AMP BUS MAIN: 200A CB LOCATION: ELECTRICAL ROOM
PANEL: R
TOTAL CALCULATED LOAD (AMPS) : 18.2 19.7 1.5 4720 VA
TOTAL CALCULATED LOAD (VA) : 2180 2360 180 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 0 0 0
TOTAL CONNECTED LOAD (VA) : 2180 2360 180
29 29 20 1 SPARE 0 0 0 30 30
27 27 20 1 SPARE 0 0 0 28 28
25 25 20 1 SPARE 0 0 0

SURGE PROTECTIVE DEVICE
(SPD)
120kA
30 3
26 26
23 23 20 1 SPARE 0 0 0 SPARE 20 1 24 24
21 21 20 1 SPARE 0 0 0 SPARE 20 1 22 22
19 19 20 1 SPARE 0 0 0 SPARE 20 1 20 20
17 17 20 1 SPARE 0 0 0 SPARE 20 1 18 18
15 15 20 1 SPARE 0 0 0 SPARE 20 1 16 16
13 13 20 1 SPARE 0 0 0 SPARE 20 1 14 14
11 11 20 1 SPARE 0 0 0 SPARE 20 1 12 12
9 9 20 1 SPARE 0 0 0 SPARE 20 1 10 10
7 7 20 1 SPARE 0 0 0 SPARE 20 1 8 8
5 5 20 1 RECEPT. - TELECOM - WEST... 180 180 0 SPARE 20 1 6 6 3 3 20 1 RECEPT. - TELECOM - SO. WALL 360 2360 2000 4 4 1 1 20 1 RECEPT. - TELECOM - EAST... 180 2180 2000
SERVER RACK 30 2
2 2
NO. SPACE SPACE NO.

CKT PNL

AMP POLE
SERVES

LOAD A B C LOAD
SERVES

AMP POLE

PNL CKT

CIRCUIT BREAKER VOLT-AMPERES BREAKER CIRCUIT
PANELBOARD 100% RATED NEUTRAL A.I.C.: 10000 A ENCLOSURE: NEMA 1 RECEPTACLE 120/208V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: SURFACE PER DETAIL 7/E600 100 AMP BUS MAIN: 100A CB LOCATION: DATA TELECOM ROOM
PANEL: IT
TOTAL CALCULATED LOAD (AMPS) : 13.5 8.3 6.3 7768 VA
TOTAL CALCULATED LOAD (VA) : 3730 2303 1735 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 746 461 347
TOTAL CONNECTED LOAD (VA) : 2984 1842 1388
23 23 20 1 SPARE 0 0 0 SPARE 20 1 24 24
21 21 20 1 SPARE 0 0 0 SPARE 20 1 22 22
19 19 20 1 SPARE 0 0 0 SPARE 20 1 20 20
17 17 20 1 SPARE 0 0 0 SPARE 20 1 18 18
15 15 20 1 SPARE 0 0 0 SPARE 20 1 16 16
13 13 20 1 SPARE 0 0 0 SPARE 20 1 14 14
11 11 20 1 SPARE 0 0 0 SPARE 20 1 12 12
9 9 20 1 EXTERIOR BUILDING LIGHTING 288 288 0 SPARE 20 1 10 10 7 7 20 1 EXTERIOR BUILDING LIGHTING 332 332 0 SPARE 20 1 8 8 5 5 20 1 INTERIOR LIGHTING 1388 1388 0 SPARE 20 1 6 6
3 3 20 1 INTERIOR LIGHTING 1554 1554 0 SPARE 20 1 4 4
1 1 20 1 INTERIOR LIGHTING 2652 2652 0 SPARE 20 1 2 2
NO. SPACE SPACE NO.

CKT PNL

AMP POLE
SERVES

LOAD A B C LOAD
SERVES

AMP POLE

PNL CKT

CIRCUIT BREAKER VOLT-AMPERES BREAKER CIRCUIT
PANELBOARD 100% RATED NEUTRAL A.I.C.: 22000 A ENCLOSURE: NEMA 1 LIGHTING 277/480V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: SURFACE PER DETAIL 7/E600 100 AMP BUS MAIN: 100A CB LOCATION: ELECTRICAL ROOM
PANEL: L
SCHEDULES - PANELS 'L1', 'ACL', 'R', AND 'IT' N.T.S. 8

Page 268 of 395 ends

CONSENT CALENDAR

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: November 5, 2024
DEPARTMENT: Alex Gonzalez, Deputy Public Works Director SUBJECT: 7TH STANDARD #2 LANE RECONSTRUCTION (#ST00032) - FRIANT KERN CANAL TO ZACHARY AVE. - NOTICE OF

COMPLETION AND ACCEPTANCE OF WORK

RECOMMENDATION
Council find that the action is not defined as a "project" under CEQA, as defined in Section 15378(b)(5) of the CEQA Guidelines: accept the public improvements completed for the 7th Standard #2 Lane Reconstruction (#ST00032) - Friant Kern Canal to Zachary Ave.; and authorize the deputy public works director to file a notice of completion and acceptance of work for said public improvements.

BACKGROUND
On September 18, 2023, the City Council authorized the award of a contract to Griffith Company to complete pavement improvements on the #2 lane of 7th Standard Road, extending from the Friant Kern Canal to Zachary Avenue. The project involved fulldepth pavement reconstruction and improvements to enhance the reliability and safety of the roadway. Public Works field-approved the project effective November 13, 2023.

FISCAL IMPACT
The total cost of the 7th Standard #2 Lane Reconstruction project, including materials testing and bidding expenses, amounted to $749,693.50. The project was federally funded, with $538,000 provided through the Regional Surface Transportation Program (RSTP). The remaining project costs were covered by State Transportation Development Act (TDA) funds. The project was completed within the approved budget of $825,000.00, with no additional funding required. No budget action is required.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines because the action is approval of a notice of completion and acceptance of work for a project that has already been environmentally cleared and therefore, it is organizational and administrative activity that will not result in direct or indirect physical changes to the environment and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS

Page 269 of 395 ends

7TH STANDARD #2 LANE RECONSTRUCTION (#ST00032) - FRIANT KERN CANAL TO ZACHARY AVE. - NOTICE OF COMPLETION AND ACCEPTANCE OF WORK - 2 -

1. Notice of Completion - 7th Standard #2 Lane Reconstruction

Page 270 of 395 ends

RECORDING REQUESTED BY, FOR THE

BENEFIT OF, AND WHEN RECORDED
MAIL TO:

CITY CLERK

CITY OF SHAFTER
336 PACIFIC AVENUE
SHAFTER, CALIFORNIA 93263

ABOVE SPACE FOR RECORDER'S USE
NO RECORDING FEE PURSUANT TO GOVT CODE 27383

NO DOCUMENTARY TRANSFER TAX PURSUANT TO
CALIFORNIA REVENUE & TAXATION CODE 11922
“EXEMPT FROM THE FEE PER GC 27388.1 (A)(1)
PAYMENT OF RECORDING FEES EXPRESSLY EXEMPTED BY LAW.”

NOTICE OF COMPLETION

AND ACCEPTANCE OF WORK
NOTICE IS HEREBY GIVEN that work has been completed on that certain project for the construction of “7TH STANDARD #2 LANE RECONSTRUCTION FRIANT KERN CANAL TO ZACHARY AVE. – ST00032” in the City of Shafter on NOVEMBER 13, 2023, and that said project was authorized for acceptance by this Agency on NOVEMBER 13, 2023. The undersigned Agency owns the following interest in the public improvements installed: own, operate, maintain, repair, and replace public street improvements including grading, paving improvements, traffic striping, and traffic loops within 7TH STANDARD ROAD in the City of Shafter, County of Kern.

The contractor on said project was GRIFFITH COMPANY. Refer to the approved plans for all information relating to said project.

The address of the undersigned Agency is Shafter City Hall, 336 Pacific Avenue, Shafter, California 93263.

CITY OF SHAFTER
________________________________________ _________________________ Alex Gonzalez, P.E. Date
City of Shafter, Deputy Public Works Director – Capital Projects ATTEST:
_______________________________________
Yazmina Pallares, City Clerk
I certify under the Penalty of Perjury under the laws of the State of California that the foregoing is true and correct. _______________________________________
Alex Gonzalez, P.E
City of Shafter, Deputy Public Works Director – Capital Projects Executed on ____________________________ at Shafter, California.

Page 271 of 395 ends

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: November 5, 2024
DEPARTMENT: Steve Esselman, Planning Director
SUBJECT: CALIFORNIA MUNICIPAL FINANCE AUTHORITY'S BOND

OPPORTUNITIES FOR LAND DEVELOPMENT PROGRAM

DISCUSSION

RECOMMENDATION
Council receive and file. This item is for informational purposes only.

BACKGROUND
LGI Homes, Inc., the property owner of Tentative Tract Map No. 6614 (Orchard Park Specific Plan), have used the California Municipal Finance Authority’s Bond Opportunities for Land Development Program (BOLD Program) for other projects in other municipalities and wish to use the BOLD Program to finance necessary public infrastructure and development fees for this tract. The City Council approved Tentative Tract Map No. 6614 on September 19, 2006 (see Exhibit 1).

The California Municipal Finance Authority (CMFA) is a State-wide joint powers agency whose members are numerous public entities throughout California. City staff have been provided information regarding the BOLD Program that can be used to finance public infrastructure required for new development within a city.

CMFA recognizes that new residential development often challenges the mission of municipalities to provide infrastructure and schools since new development triggers the need to construct, acquire, or otherwise provide additional public facilities to accommodate that growth. CMFA has the authority to issue bonds, and the BOLD Program offers a means to finance new or continuing construction of infrastructure and public facilities through bonds CMFA issues as an alternative to issuance of landsecured bonds directly by a public entity. The BOLD Program is designed to help local government municipalities, schools, and land developers throughout the State work together to cost effectively finance public infrastructure projects and development fees.

Under the BOLD Program, bonds are issued by a community facilities district (CFD) formed by CMFA under the Mello-Roos Community Facilities Act of 1982 (California Government Code Section 53311 et seq.). The Act offers great financing flexibility and is commonly used by cities, schools, and other local agencies throughout the State to generate funds for the payment of public facilities, including development fees for facilities.

Page 272 of 395 ends

CALIFORNIA MUNICIPAL FINANCE AUTHORITY'S BOND OPPORTUNITIES FOR LAND

DEVELOPMENT PROGRAM DISCUSSION
- 2 -
The BOLD Program is handled by a team of bond industry professionals with significant experience in CFDs in the State. All have highly specialized expertise in CFD bond issuance and sales and are consistently ranked among the top firms in the field. In addition, if the City desires to use a municipal advisor of its own choosing to review the BOLD Program application and/or other program documents may do so, with all related costs payable from bond proceeds.

Formation of the CFD requires the establishment of the annual special tax rates. The formula for computing special tax rates will be included in the resolutions to be adopted as part of the CFD formation proceedings. Typically, the formula will include a basic, undeveloped land tax with an increase in rate and shifting of the tax to developed lands at building permit stage. The total amount of taxes on developed land generally will not exceed 2% of its market value in its completed state, per industry standards.

Bonds are issued through CMFA, with little involvement from local agencies needed for the issuance process. The City will need to approve the use of a CFD to acquire public facilities and the financing thereof and enter into an acquisition or similar agreement to receive the bond proceeds, and to meet the general requirements to maintain the tax exemption of interest on the bonds. CMFA adopts the resolutions needed to authorize and issue the special tax bonds and awards the sale to the bond underwriter.

Once the bond issuance occurs, bond proceeds are available to be disbursed. The proceeds are held by a bond trustee and are not directly paid to the developer but are available as directed by the developer and approved by the local agency, to be used to meet obligations to the City according to the structure and timing required for development approvals. Pursuant to an acquisition agreement or similar document, the City will determine and agree to its role in inspecting and accepting infrastructure and/or payment of financed impact fees.

The City will receive bond proceeds pursuant to a joint community facilities agreement (JCFA), acquisition agreement, and/or similar agreement to be entered into between the City and CMFA, as needed, to ensure bond proceeds are spent in accordance with the Act and other applicable law. The resolution delegates to appropriate City staff entrance into these agreements from time to time in the future, as needed.

The CFD may be formed early in the development process, with issuance of bonds later or in multiple series. The following are the typical criteria for bond issuance:
• Minimum 4:1 value-to-debt ratio overlapping (assessed or appraised) • No discretionary approvals required for build-out of the portion of the CFD directly relating to the bond security
• Entitlements received that are necessary for phase to be bonded • Financing plan for backbone infrastructure complete or imminent and/or performance bond in place

Page 273 of 395 ends

CALIFORNIA MUNICIPAL FINANCE AUTHORITY'S BOND OPPORTUNITIES FOR LAND

DEVELOPMENT PROGRAM DISCUSSION
- 3 -
Credit criteria will be reviewed by the underwriting team on a case-by-case basis to assure reasonable interest rates at the time of issuance. Additionally, similar credits can be pooled together into a single bond issue with pooling flexibility assuring the most cost-effective bond issuance for each project.

Administration of all aspects of the BOLD Program is handled by CMFA, without cost to or burden on a city. Federal regulations require annual disclosures to bond investors of information related to the bonds and the development project. BOLD Program administrators will handle this continuing disclosure reporting in consultation with developers.

CMFA shares a portion of its issuance fees directly with its member communities. In addition, a grant from a portion of the issuance fee is made to the California Foundation for Stronger Communities (“CFSC”) to fund charities designated by the member communities. A portion of the annual fees received by CMFA are in turn directed to charitable activities within California communities, particularly those of members and participating local government agencies. This unique commitment to give back directly to the communities in which they operate sets CMFA apart from other JPA conduit issuers.

Tax-exempt municipal bonds are sold through an offering document known as an Official Statement, which describes to potential purchasers of the bonds the terms, security, and repayment of the bonds and details about the property securing the bonds. Since, prior to home sales, the land is owned by the developer entity(ies), relevant information for the Official Statement needs to describe the developer and the development plan. The financing team will work with the developer to provide the required information and approve the final language to be provided to prospective bond buyers.

California law requires developers to disclose to home buyers the lien of any CFD special tax which will be present on the purchased property. The form of disclosure is simple and becomes part of the various sale documents presented to buyers for signature prior to a home sale.

FISCAL IMPACT
There is no fiscal impact because this item is for informational purposes only. If the City were to opt into the BOLD Program, all costs and expenses related to the formation, issuance of bonds, and ongoing administration of any CFD formed by the BOLD program is the responsibility of CMFA and there is no liability or fiscal impact on the City.

CEQA ANALYSIS
This item does not require discretionary action as it is for informational purposes only.

Therefore, it does not trigger CEQA review.

APPROVED BY THE CITY ATTORNEY

Page 274 of 395 ends

CALIFORNIA MUNICIPAL FINANCE AUTHORITY'S BOND OPPORTUNITIES FOR LAND

DEVELOPMENT PROGRAM DISCUSSION
- 4 -

ATTACHMENTS

1. Exhibit 1 - Resolution No. 06-1890

2. Exhibit 2 - BOLD Program Overview Presentation

Page 275 of 395 ends

RESOLUTION NO. 06- 1890

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

SHAFTER RECOMMENDING TO THE CITY COUNCIL APPROVAL OF
TENTATIVE TRACT NO. 6614 ON CERTAIN PROPERTY LOCATED

ON THE EAST SIDE OF BEECH AVENUE BETWEEN TULARE

AVENUE AND FRESNO AVENUE
WHEREAS, Nolte Engineering, filed an application requesting approval ofTentative Tract Map No. 6614 on that certain property in the City of Shafter as shown on attached Exhibit 4; and WHEREAS, the City Council of the City of Shafter, at its regularly scheduled meeting on September 19, 2006, studied and considered the Addendum to the Final Program Environmental Impact Report ( Exhibit 6) for the 2005 General Plan Update and related• actions •( SCH No. • •••• 2004101029) for Tentative Tract 6614; and
WHEREAS, no new information or conditions have been submitted or identified that would require the preparation of a subsequent FIR, pursuant to Section 15162 of the State CEQA Guidelines, for the proposed project; and
WHEREAS, the 2005 General Plan Update was a comprehensive revision to the City of Shafter 1993 General Plan that expanded the General Plan Study Area, updated the seven mandatory elements of the General Plan, including the Housing Element, provided an explicit statement of community vision, Coberly West Specific Plan, Mission Lakes Specific Plan, annexation of 5, 233. 68 acres( Annexation No. 77), pre- zoning for Annexation No. 77, and cancellation oftwo Williamson Act contracts for 1007 acres; and
WHEREAS, the expansion ofthe North ofRiver Municipal Water District was not proposed for adoption by the City of Shafter under the 2005 General Plan Update but addressed and analyzed under the Certified Final Program EIR regarding water service to Annexation No. 77; and WHEREAS, in the initial stages of preparing the-2005 General Plan Update, the City of Shafter determined that an Environmental Impact Report ( EIR) would be required for the project, and, therefore, a Notice of Preparation ( NOP) was prepared in accordance with the California Environmental Quality Act ( CEQA) to study the environmental impacts ofthe project, and WHEREAS, the NOP for the General Plan Update was sent to all agencies having involvement in the project per Section 15082 of the CEQA Guidelines; and WHEREAS, the Draft Program Environmental Impact Report for the 2005 General Plan Update and related actions was made available for a forty-five( 45) day review period in accordance with Section 15087 of the CEQA Guidelines which began on April 13, 2005, and ended on May 27, 2005; and
EXHIBIT 2

Page 276 of 395 ends

WHEREAS, on June 9, 2005, the Final Program Environmental Impact Report was completed pursuant to Section 15132 of the CEQA Guidelines and notice of its availability was published in the Shaffer Press and Bakersfield Californian and provided to interested parties and commenting agencies.

WHEREAS, the environmental record prepared in conjunction with the project included the following:

1. The Notice ofPreparation, the Draft Program Environmental Impact Report, and the Final Program Environmental Impact Report; and

2. All staff reports, memoranda, maps, letters, minutes of meetings, and other documents prepared by the consultant relating to the project; and

3. All testimony, documents, and evidence presented by the City of Shafter and consultant working with the City relating to the project; and

4. The proceedings before the Planning Commission relating to the project and Draft Program Environmental Impact Report including testimony and documented evidence introduced at the May 10, 2005 public hearing; and WHEREAS, the laws and regulations relating to the preparation and certification of an environmental impact report, as set forth in the City' s Local Guidelines Implementing the California Environmental Quality Act were adhered to and duly followed by City Staff, the Planning Commission, and City Council; and
WHEREAS, in accordance with Sections 15090 and 15151 of the CEQA Guidelines, the Final Program Environmental Impact Report for the 2005 General Plan Update was considered for adequacy, completeness and good faith effort at full disclosure and completed in compliance with CEQA; and
WHEREAS, on June 21, 2005, the City Council of the City Shafter certified the Final Program Environmental Impact Report for the 2005 General Plan Update and related actions in Resolution No. 05- 1738; and
WHEREAS, in accordance with Sections 15091 of the CEQA Guidelines, findings and supporting rationale regarding identified significant environmental effects and related mitigation measures in the Certified Final Program Environmental Impact Report for the 2005 General Plan Update and related actions( State Clearinghouse# 2004101029) were adopted by the City ofShafter on June 21, 2005, under Resolution Nos. 05- 1739, 05- 1740, 05- 1741, 05- 1742, 05- 1743, 05- 1744, and 05- 1745 and Ordinance No. 05- 567; and
WHEREAS, in accordance with Sections 15093 of the CEQA Guidelines, regarding the Certified Final Program Environmental Impact Report for the 2005 General. Plan Update and related actions ( State Clearinghouse # 2004101029), a Statement of Overriding Considerations with supporting reasons for Aesthetics and Visual Resources, Air Quality, Water Resources,

Page 277 of 395 ends

Agricultural Resources, and Population and Housing was adopted by the City of Shafter on June 21, 2005, wider Resolution Nos. 05- 1739, 05- 1. 740, 05- 1741, 05- 1742, 05- 1743, 05- 1744, and 05-] 745 and Ordinance No. 05- 567; and
WHEREAS, in accordance with Sections 15097 of the CEQA Guidelines, regarding the Certified Final Program Environmental Impact Report for the 2005 General Plan Update and related actions ( State Clearinghouse # 2004101029), a Mitigation Monitoring and Reporting Program for the mitigation measures referenced above was adopted by the City of Shafter on June 21, 2005, under Resolution Nos. 05- 1739, 05- 1740, 05- 1741, 05- 1742, 05- 1743, 05- 1744, and 05- 1745 and Ordinance No. 05- 567; and
WHEREAS, on June 13, 2006, the Planning Commission ofthe City of Shafter recommended that the City Council certify the Addendum to the Final Program Environmental Impact Report for the 2005 General Plan Update and related actions ( SCH No. 2004101029) for Tentative Tract 6614; and
WHEREAS, based on the absence of evidence in the record as required by Section 21082. 2 of the State of California Public Resources Code for the purpose of documenting significant effects, it is the conclusion of the City of Shafter that this project will result in impacts that fall below the threshold of significance with regard to wildlife resources and, therefore, must be granted a " de minimis" exemption in accordance with Section 711. 4 of the State of California Department of Fish and Game Code. Additionally, the assumption of adverse effect is rebutted by the above- referenced evidence and the conclusion of the Addendum to the Certified Final Program Environmental Impact Report that the implementation of the mitigation measures and general plan policies would reduce the project and cumulative impacts on biological resources to a level that is less than significant; and
WHEREAS, the Planning Commission did, on September 12, 2006, approve Resolution No. 06- 119; a resolution ofthe Planning Commission ofthe City of Shafter recommending that the City Council approve Tentative Tract 6614; and
WHEREAS, a timely and properly noticed public hearing for Tentative Tract 6614 was held by the City Council of the City of Shafter at a regular meeting on September 19, 2006, at which hearing evidence, oral and documentary, was admitted on behalf of said project; and NOW, THEREFORE, BE IT RESOLVED that the City Council ofthe City of Shafter, in a regular session assembled on the
19th
day of September, 2006, hereby adopts the Addendum and
approves Tentative Tract 6614.

PASSE 1 AND ADOPTED THIS 19TH DAY OF SEPTEMBER, 2006.
i .. S:
i . ' 4
Fran Florez, Mayor

Page 278 of 395 ends

ATTEST:

Dolores Robinson, City C

APPROVED AS TO FORM
Stephen P. Deitsch S/S
Stephen P. Deitseh, City Attorney

Page 279 of 395 ends

CERTIFICATE OF GOVERNING BODY' S ACTION

STATE OF CALIFORNIA )
ss.

COUNTY OF KERN
I, Dolores Robinson, City Clerk ofthe City of Shafter, California, DO HEREBY CERTIFY that the above and foregoing Resolution of the City Council of the City of Shafter was duly passed and adopted at a Regular Meeting held on the 19th day of September, 2006, by the following vote:

AYES: Colvard, Trout, Johnston, Nelson & Florez
NOES: None
ABSENT: None
ABSTAINING: None
Date: September 20, 2006
T%
Dolores Robinson, City Clea

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3 TENTATIVE TRACT NO. 6614

CONDITIONS OF APPROVAL
EXHIBIT 3
ENGINEERING: GENERAL
REFERENCES ARE MADE HEREIN TO THE APPROVED "ORCHARD PARK SPECIFIC PLAN", ACCEPTED BYTHE CITYOF SHAFTERCITYCOUNCIL0N July 1B,2006,ANYANDALL IMPROVEMENTS REQUIRED BY THE "ORCHARD PARK SPECIFIC PLAN" SHALL ALSO BE REQUIRED BY THESE CONDITIONS OF APPROVAL. ADDITIONAL REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS REQUIRED BY THE ORCHARD PARK SPECIFIC PLANS ARE INCLUDED HEREIN.

Developer shall remove and replace any existing public or private improvements that may become damaged during any phase of construction, as required by the City Engineer. The contractorworking within the public rightof-way shall obtain an encroachment permit from the City Engineer prior to commencing any such work.

Developer is hereby notified that any existing street improvements damaged or removed during the construction of improvements shall be replaced with acceptable temporary paving prior to the contractor leaving the site of work.
(a.) Exceptions: Temporary paving shall not be required to be replaced where acceptable two way traffic can still be maintained in each direction,
Acceptable traffic control, including signs and personnel, shall be utilized whenever construction of required improvements requires the contractor to work within existing vehicular paths of travel, lf determined necessary by the City Engineer, contractor shall include provisions to allow for pedestrian traffic through or past the construction site. The latest edition of the Caltrans Traffic Manual shall be the standard for all construction related traffic control.

Developer shall relocate and/or install all necessary infrastructure to provide utilities to the proposed project,
A six (6) foot public utility easement shall be provided in the front of all lots and on the street side of all corner lots as requested by the utility companies and the City Engineer. Easements shall be granted with the final map,
Easements to be given to the City or any other public utility agency for, sewer, water, storm drain, electrical, or any other utility or similar purpose shall not cross private property, except as provided in 5 above, without prior approval of the City Engineer, Any above ground utility cabinets or facilities to be located within the road right-of-way or public utility easement shall be permitted only upon approval by the City Engineer, Such approval will be made in writing, upon written request of the applicant and/or the affected utility company.

Any obstructions including utilities, irrigation lines, etc,, shall be removed and/or relocated, if necessary, at the expense of the applicant,
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b
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EXHIBIT 3

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9. Any onsite wells shall be abandoned per Kern County standards. 10 No final inspection shall be approved until all required improvements have been completed by the applicant and accepted by the City.
11, All new utilities shall be underground service

12. During construction, vehicular access points shall be covered with decomposed granite, road oil, or some other treatment acceptable to the City Engineer, to prevent generation of dust during periods of vehicular activity and/or windy conditions and tracking of mud and dirt on public roadways, 13 Prior to issuance of a certificate of occupancy on any lot in any quadrant of the proposed tract, all required improvements in that quadrant shall be completed and accepted by the City Council.

Additional improvement outside the affected pro¡ect boundary as specifically defined herein may be required for orderly development as determined by the City Engineer. 14 All improvements shall be complete within one (1) year from the date of filing of the final map for the development, unless a time extension is granted by the City Engineer, 15 Type & location of centralized mail delivery units shall be determined by the postal service, lf the postalservice requires specialeasements forthe placementof the delivery units, then said easements shall be shown on the final map.

ENGINEERING: GRADING & DRAINAGE

16. All grading and drainage shall conform to a master grading & drainage plan to be performed by the developer's engineer for Tract 6614,
17 Prior to review of any required improvement plans, both a drainage/hydrology study and a grading plan shall be submitted to and approved by the City Engineer. 18 The drainage/hydrology study and hydraulic analysis for the project shall be performed by a registered civil engineer and submitted to the City Engineer for review and approval, The study shall demonstrate that any potential run-off will not impact sunounding properties. The study shall focus on the project property and any affected adjacent properties, 19 The grading plan for the project shall be performed by a registered civil engineer and submitted to the City Engineer for review and approval. All grading shall conform to the California Building Code, latest edition approved by the City, and City adopted standards and specifications. Storm drainage protection and disposal of water into and from the affected property shall be by method approved by the City Engineer.

20. A soils report, prepared by a registered civil engineer shall be submitted along with the grading plan.

Soils report shall be performed in compliance with California Building Code, Chapter 18, latest edition. ln addition, all site grading, earthwork, & building design shall be performed in accordance with the recommendations of the soils report,

21. A grading permit shall be obtained from the City prior to commencement of any grading activity

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30. Prior to issuance of a building permit, the developer shall file a "Rough Grade Certificate" with the City in accordance with the City Engineering & Design Standards. Rough Grade Certificate shall be accompanied by certified soil compaction test data from an acceptable materials testing company and a certification that the rough graded in substantial conformance with the approved grading plan and Chapter 33 of the California Building Code . Developer to obtain Rough Grade Certificate form from the City.

Prior to final approval, acceptance of work, or issuance of certificate of occupancy, the applicant's engineer shall file a "Final Grade Certificate" stating that all required grading has been done in accordance with the approved grading plan. An as built grading plan shall be submitted showing the as-built condition. Developer to obtain Final Grade Certificate form from the City, The location & frequency of soils compaction testing shall be per the City Engineer, Soils compaction testing shall be provided by the developer/owner.

Minimum slopes across any flat surface shall be 1%. For slopes less that 1%, surface drainage shall be channeled into a concrete v-gutter, curb & gutter, underground storm drain, or similar drainage structure.

At a minimum, building finish pad elevation shall be established so that the finish floor elevation is a minimum of twelve (12) inches plus 2% slope from the lowest adjacent flowline to the finish floor.

Slope away from the structure shall be a minimum of 20/0. Building pads shall drain to a earth swale beginning at the rear of the lot and terminating at the front yard street improvements. Corner lots shall not be permitted to drain to the side street. The earth swale shall provide a minimum of 1% from the highest point in the swale to the street,
(a.) Exception: Lots that are over 10,800 sq ft in size and have a lot depth in excess of 120 feet can have a minimum of 0,5% from the highest point in the swale to the street.

Street side corner lots shall not have their side yard slope (finish grade to back of sidewalk) exceed 4 horizontal:1 vertical. lf maximum slope is exceeded, side yard shall be retained in an approved manner.

Wood retaining structures shall not be approved. Developer shall use masonry, concrete, or other approved material,
Storm drainage shall be contained within the development unless approved othenruise by the City Engineer. Street drainage shall be mitigated in a manner approved by the City Engineer, Drainage Basin:
(a.) Perimeter screening: The area used for the drainage sump shall have a masonry wall built around its perimeter, including along property lines between the basin and adjacent residential lots. For all portions of the perimeter wall viewable from the street or the front yards of adjacent lots, the wall shall be decorative in nature, i.) Exception: Masonry Wall shall not be required between the sump and the area identified as the "EXISTING OIL WELLS". A chain link fence shall be required here, (b.) Access Point: Public works entrance to the drainage sump shall be from an internal local 27 28

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31. 32.
33,

34. 35.

36. 37.
street. Access shall be provided by a commercialdrive approach and a 16 foot wide gate.

Gate construction shall be decorative in nature (wrought iron with screen), shall provide a secure entrance to the basin, and shall prevent visibility of the basin, Gate shall be constructed of steel, or other approved material. Wood or chain link gates shall not be acceptable, Construction, style, and finish are subject to city approval. (c,) Easements: Easements for access and/or storm drains shall be provided on the final map or by separate instrument as approved by the City Engineer. (d.) Landscaping: A landscaping plan for each drainage basin required for each final map, including design of a permanent inigation system, shall be submitted to and approved by the City Engineer, Said approved landscape and irrigation plan shall be implemented prior to issuance of any building permit for the affected final map. i.) All landscaping is subject to the requirements for landscaping contained herein these conditions and with City Standards.
ii.) Landscaping shall include irrigation pipes, timers, and individualservices forelectrical and water. (1) Exception: When possible, irrigation pipes shall be extended from the dedicated landscaping areas along arterials, collectors, or other public landscaping, proposed or existing, in lieu of obtaining additional services for water or electrical,
(e.) Landscaping Area: A minimum setback of eight (8)feet shall be provided between the back of sidewalk of a local road and the back of the perimeter screening wall discussed in (a) above, The minimum depth for landscaping along arterials and collectors shall be governed by the City standards for arterials and collectors,
i) Exception: The minimum setback shall be increased if the perimeter screening creates a line of site issue for street intersections or residential driveways, The number and location of street based siphons and cross gutters allowed, if any, will be determined during the grading and drainage review process. The minimum grade for allowed cross gutters shall be 0.6%.

Grading onto adjacent property shall not be done without written permission from the adjacent property owner,
The Office of the City Engineer shall be notified 24 hours in advance of the placement of any fill material.

Fill and/or import material shall be subject to the approval of the soils engineer.

Contractor is responsible for the grading of lot pad areas to within 0.1'of the design elevations.

All areas in the site on which structures are to be placed must be compacted to 90% relative density, for a minimum distance of 5' in all directions from the foundations of the structure.

Allfill materialshall be moisture conditioned to at least 2% above optimum moisture and compacted to 90% relative density, as determined by test methods referenced in California Building Code. appendix Chapter 33, Section 3305, and so certified by tests and report from the soils engineer.

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40 3B
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45 The design engineer shall exercise sufficient supervisory control during grading operations to insure compliance with the plans, specifications, and code within his purview.

The placement of fill shall be in 6" maximum lifts, compacted with heavy compaction equipment approved by the City Engineer, unless specifically recommended othenryise in the preliminary soils report,
Compaction in proposed pavement areas should be the same as for the building pads, and should extend to a minimum distance of 2' beyond the outside edges of pavements,

41. All cut and fill slopes shall not be steeper than 2 horizontal to 1 vertical 42 All fill areas to be cleared of all vegetation and other unsuitable material for a structural fill and the areas shall be scarified to a depth of 6", unless specifically noted othenruise in the preliminary soils report,

43. All slopes in excess of three feet shall be prepared and maintained to control against erosion Grading work shall be supervised as engineered grading in accordance with Chapter 33 of the California Building Code.

During grading, reasonable searching should be performed for concealed subsurface obstructions.

All abandoned subsurface obstructions should be removed. lf the terminus of any abandoned piping is outside the project limits, the piping should be removed within the project and properly capped at the pro¡ect boundary.
46, Dust Control: lt shall be the developer's responsibility to prevent a dust nuisance originating from the site of work as a result of his operations during the effective period of this contract. Preventative measures to be taken by the contractor shall include but not be limited to the following; (a,) Water shall be applied to all unpaved areas as required to prevent the surfaces from becoming dry enough to permit dust formation.
(b,) Paved surfaces over which vehicular traffic is permitted to travel shall be kept free of dirt.

ENG¡NEERING: WATER/FIRE
47 Developer shall install a water system for the development together with such equipment, pipeline, and facilities, including individual water services, as may be necessary to ensure the development has a minimum supply of water for the purposes of the development including fire protection. Developer shall submit water improvement plans to the City Engineer for review and approval, Developer shall construct public water systems in accordance with Subdivision Engineering Design Manual for the subject property,
48 Fire protection shall be provided per Kern County Fire Department Standards for the type of development. A Certificate of Approval shall be obtained by the applicant from the Kern County Fire Department. Evidence of this certificate of approval shall be provided to the City prior to acceptance of the water system by the City,

49. The City Engineer shall recommend hydrant type and location if required

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50 52
Water line size, location, and materials shall be subject to the approval of the City Engineer. Minimum water line size shall be in accordance with the Subdivision Engineering Design Manual.

51. Tie-ins to existing water mains shall be constructed in a manner approved by the City Engineer Whenever possible, the watersystem shall be looped to minimize dead ends. Forcul-de-sacs greater than 330 feet in length, the water main shall be looped through the side lot lines, of the lots near the end of the cul-de-sac, back to adjacent streets, as directed by the City Engineer. Easements shall be provided to the City in a manner consistent with the Subdivision Engineering & Design Manual, Separate water services shall be installed for each residential property.

No permanent structures shall be constructed over proposed or existing utility easements, Prior to the issuance of a building permit, water mains and fire hydrants to be installed by applicant shall be completed, tested, and accepted (UFC 10.502,10.503).

ParkWaterWell: DevelopershallmakeprovisionsinthedevelopmentofTract66l4foracityowned, operated, and maintained domestic water well located in the proposed five (5) acre park. (a,) Developer shall ensure Pacific, Gas, and Electric provides adequate three phase power to the proposed park at a location approved by the City of Shafter. Preliminary estimates shows the City will require sufficient electrical power to provide 2,000 gpm against a 65 psi head. (b.) Developer shall ensure 12 inch diameter pipe for all waterlines (minimum of two) extending from the well location to the tract boundary, City to pay cost of any over sizing of pipes that lead to or from the water well site,
(c,) This condition of approval is subject to the approval of the City Manager.

ENGINEERING: SEWER
Developer shall install a sewer system for the development together with such materials, pipeline, manholes, and individualservicesforthe purposesof thedevelopment. Developershallsubmitsewer improvement plans to the City Engineer for review and approval. Developer shall construct public sewer systems in accordance with Subdivision Engineering Design Manual for the subject property, No properties shall be served by a septic system
Sewer line size, location, slope, and materials shall be subject to the approval of the City Engineer, Minimum sewer line size, location, slope, and materials shall also be in accordance with the Subdivision Engineering Design Manual.

Tie-ins to existing sewer mains, manholes, or other structure shall be constructed as directed by the City Engineer,
61 Separate sewer services shall be installed for each property. At no time shall sewer be joint trench with water.
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62 Sewer lines will not be permitted in easements between the back yards or side yards of single or multifamily lots.

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No permanent structures shall be constructed over proposed or existing utility easements SEWER IMPROVEMENT AGREEMENT:
(a,) Developer shall use reasonable efforts to enter into an agreement with the City of Shafter and other participating property owners to extend a sanitary sewer line along Beech Avenue that will provide service for each of the 431t buildable lots of Tract 6614 and the area labeled "NOÏ A PART"
(b.) This agreement between the developer and the City shall provide for extending the City's sewer system northerly along Beech Street to serve the City's upper east side area, of which Tract 6614 shall be considered a part thereof.
(c.) Tract 6614 will not be recorded until the applicant has entered into said sewer service agreement with the City of Shafter,
(d.) Other developers shall be required to enter into the same agreement with the City of Shafter for the extension of sewer facilities along Beech Street, (e,) This agreement shall distribute the costs of the infrastructure improvement to each development based upon the number of Equivalent Dwelling Units (EDUs) within each development, One (1) residence is considered one (1) EDU. (f.) This agreement shall provide for reimbursement to the developer and other property owners from non-participating property owners through a standard City reimbursement agreement. (9.) Costs of the infrastructure improvement shall include all surveying, engineering, design, construction, testing, construction management, and administration, Developer shall extend the proposed sewer system into the area labeled NOT A PART from one of the two cul-de-sac locations directly south of the area labeled NOT A PART. Developer shall provide easements for the sewer from the adjacent lots in accordance with these conditions.

ENGINEERING: STREET & TRAFFIC
66, "Redwood" shall be renamed
Developer shall construct and provide right of way for all streets, curb, gutter, cross gutter, drainage facilities, sidewalks, street lights, drive approaches, intersections, and other related improvements for the purposes of the development, Developer shall submit street improvement plans prepared by a registered civil engineer to the City Engineer for review and approval and shall include:
(a.) preliminarysoilsreport-includingRvaluestakenfromproposedroadlocationsandinfiltration tests taken from any proposed basin site(s);
i ) At least two (2) R-value tests will be taken for Beech Street, two (2)for Golds Street, two (2) for Tulare Avenue, two (2) for Fresno Avenue, and eight (B) for local interior streets dedicated for the development.
(b.) preliminary engineer's estimate of construction costs; and (c.) plan check and inspection fees.

The drawings shall include all proposed public street pavement, curb, gutter, driveways, streetlights, cross gutter, catch basins, striping, signage, traffic signals, and sidewalks along the perimeter of all streets adjacent to or within the pro¡ect site, Said improvement shall be constructed as per the street improvement plans approved by the City Engineer in a manner consistent with the Subdivision 65 67

68.

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69 Engineering Design Manual.

Street Sections:
(a,) The minimum allowable structural section for Golds Avenue shall be 0.27 feet of Asphalt Concrete (3/4" AR-4000) over 0,50 feet of Class ll Aggregate Base over 1.0 feet native material moistened and compacted to city standards, Traffic lndex =6.0. Assumed base soil R-Value of 45,
(b.) The minimum allowable structural section for Beech Street shall be 0,38 feet of Asphalt Concrete (3/4" AR-4000) over 0,67 feet of Class ll Aggregate Base over 1,0 feet native material moistened and compacted to city standards, Traffic lndex =8.0, Assumed base soil R-Value of 45.
(c,) The minimum allowable structural section for Tulare Avenue shall be 0.38 feet of Asphalt Concrete (3/4" AR-4000) over 0.67 feet of Class ll Aggregate Base over 1,0 feet native material moistened and compacted to city standards. Traffic lndex = 8.0, Assumed base soil R-Value of 45,
(d.) The minimum allowable structural section for Fresno Avenue shall be 0.38 feet of Asphalt Concrete (3/4" AR-4000) over 0,67 feet of Class ll Aggregate Base over 1.0 feet native material moistened and compacted to city standards, Traffic lndex = 8.0. Assumed base soil R-Value of 45.
(e,) The minimum allowable structural section for the following interior streets shall be 0,17 feet of Asphalt Concrete (3/4" AR-4000) over 0.33 feet of Class ll Aggregate Base over 1.0 feet native material moistened and compacted to city standards. Traffic lndex = 4.5, Assumed base soil R-Value of 45:
i,) Vine
ii,) Briarwood, including the roundabout
iii.) Audubon, including the roundabout
iv,) Woodward (from Almond to Driftwood)
v.) Almond (from Woodward to Audubon)
vi.) Driftwood (from Woodward to Brianrvood)
vii.) Cottonwood
viii,) Redwood (to be renamed) (from Cottonwood to Shenruood) ix.) Shen¡¡ood x.) Tamarack xi.) Park (from Tamarack to Alder) (f,) The minimum allowable structural section for all other local interior streets shall be 0.17 feet of Asphalt Concrete (%" AR-4000) over 0.33 feet of Class ll Aggregate Base over 1,0 feet native material moistened and compacted to city standards. Traffic lndex = 4,0 (9,) Pavement structural section calculations shall be performed to verify the proposed structural sections and shall be submitted to and approved by the City Engineer with street plans.

Calculations shall use the results of the R-value tests from the soils report. (h.) Minimum cross slope shall be 1.5% constructed. A minimum of 2% cross slope shall be designed and shown on plans,
Street Dimensions:
(a,) Golds Street shall be developed as a major collector, half width, along the entire property line of the subject property, in accordance with standards and specifications of the City as approved by the City Engineer. Golds Street shall be forty-six (46) feet half right of way with thirty-four (34) feet centerline to flowline.
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71 (b.) Beech Street shall be developed as a modified arterial along the entire property line of the subject property, in accordance with standards and specifications of the City as approved by the City Engineer. A portion of Beech Street shall be offset ten ('10) feet to the east at the intersection of Beech Street and Tulare Avenue. Beech Street shall be granted forty-six (46) feet of right of way from the development with an addition ten (10) feet as it approaches Tulare Avenue from the north. Flowline shall be constructed at thirty-four (34) feet centerline to flowline, i.) Portions of the existing road shall be demolished and Beech Street shall be reconstructed to its centerline, Reconstruction beyond the centerline may be necessary if existing road profile will not accommodate new construction. ii,) Final layout subject to the approval of the City Engineer, (c.) Tulare Avenue shall be developed as a major collector, half width, along the entire property line of the subject property, in accordance with standards and specifications of the City as approved by the City Engineer. Tulare Avenue shall be forty-six (46) feet half right of way with thirty-four (34) feet centerline to flowline. i,) Portions of the existing road shall be demolished and Tulare Avenue shall be reconstructed to its centerline. Reconstruction beyond the centerline may be necessary if existing road profile will not accommodate new construction, (d,) Fresno Avenue shall be developed as a arterial, half width, along the entire property line of the subject property, in accordance with standards and specifications of the City as approved by the City Engineer. Fresno Avenue shall be fifty-five (55) feet half right of way with fortyone (41)feet centerline to flowline. i ) The existing edge of paving of Fresno Avenue shall be sawcut and Fresno Avenue shall be constructed to match the paving at the sawcut line. ii,) Provisions shall be made for both the design and construction of Fresno Avenue for a future fourteen (14) feet wide landscaped median centered on Fresno Avenue. iii,) Developer shall transition Fresno Avenue back to a two lane road in a manner acceptable to the City Engineer,
(e.) The following intersections shall be expanded to provide additional right of way for turning lanes in accordance with City standards. Dimensions are subject to approval by the City Engineer. i.) Beech Street at Tulare Avenue ii,) Golds Street at Tulare Avenue iii,) Beech Street at Fresno Avenue (f,) All local streets shall be developed as full width streets in accordance with standards and specifications of the City as approved by the City Engineer, All local streets shall be fifty-two (52) feet full right of way with forty (40) feet flowline to flowline, (9,) Construction of the developers half of the median along Fresno Avenue may be eliminated upon developers payment of their half of the median costs along Fresno Avenue to the City of Shafter in satisfaction of Section 3.4.1 of the Orchard Park Specific Plan.

Developer shall proposed grades and locations for all curb & gutter located on the north and east sides of the area labeled NOT A PART inside the future rights of way, Developer shall not be required to construct street improvement along the frontages of the area labeled NOT A PART, but he shall be required to show that the street improvements required with the development of Tract 6614 will work with any future development of the area labeled NOT A PART, Should a street transition to another street with a ninety (90) degree turn occur, that transition shall be a street knuckle and shall be shown on the final tract map and in the street improvement plans, 72

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Shafter City CouncilNovember 5, 2024

Shafter City Council
November 5, 2024