Shafter City Council
May 20, 2025

LOCATION FOR BATTERY ENERGY STORAGE SYSTEM
(PROVIDED BY OTHERS)
6 PANEL 'EV'

MAIN SWITCHBOARD 'MSB'

TRANSFORMER 'TY'
REFER TO E100 FOR CONTINUATION PANEL 'Y'

PANEL 'CP'
F1 TWO 3"C
F7 ONE 2"C
F4 ONE 2"C
F3
ONE 3"C F6
F5 ONE 2"C
TWO 3"C F2
TWO 5"C.O. [PG&E SECONDARY]
1 2
7 STANDBY GENERATOR
16 14
8 9
10 TRANSFORMER 'TEV'
ONE 1"C
AUTOMATIC TRANSFER SWITCH 'ATS-1'
ONE 1"C
ONE 2"C.O. [PV POWER]
REFER TO E100 FOR CONTINUATION
REFER TO E100 FOR

CONTINUATION
REFER TO E100 FOR CONTINUATION

REFER TO
E100 FOR

CONTINUATION
REFER TO E100 FOR CONTINUATION
TWO 1-1/4"C.O. [FUTURE EV]
ONE 1-1/4"C [POWER]
FOUR 1"C [POWER]
TWO 1-1/4"C.O. [FUTURE EV]
ONE 1"C
S1a
REFER TO E100 FOR

CONTINUATION
L-4 b 18
ONE 2"C
13 4
12 IC
TWO 3"C F8

CONVERTER

CABINET

BATTERY

CABINET
5 11 ONE 1"C
REFER TO E100

FOR CONTINUATION
16 ONE 1-1/4"C [LIGHTING]
19 15
15 15 19
19 19
17 ONE 1-1/4"C [LIGHTING] 16
WP
3 20
ONE 1-1/2"C [SIGNAL]
REFER TO E100 FOR

CONTINUATION
21 I
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12-31-26
E L S

T A T E EO L A L C A T C I R O F IC
No. E 24293
ET
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RP O S FES OI N
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A I N
N
E
E
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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:

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"
4/30/2025 11:51:41 AM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E101

CITY OF SHAFTERENLARGED ELECTRICAL SITE PLAN
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

GENERAL NOTES
A. PROVIDE ELECTRICAL FEEDERS PER SINGLE LINE DIAGRAM.

B. PROVIDE PULLBOXES PER DETAIL 20/E600.

C. SITE CONDUITS OF TRADE SIZE 2" AND LARGER SHALL BE GROUPED AND INSTALLED PER DETAIL 12/E600. SITE CONDUITS SHALL BE INSTALLED A MINIMUM OF 36" BELOW FINAL GRADE TO TOP OF CONDUIT.

D. SPECIAL PRECAUTION SHALL BE TAKEN WHEN TRENCHING TO LOCATE, PROTECT AND PRESERVE EXISTING UNDERGROUND UTILITIES. ANY

DAMAGE CAUSED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED.

KEYNOTES
TWO 5"C.O. (PG&E SECONDARY), FURNISH AND INSTALL PER PG&E RULES AND REGULATIONS.

PROVIDE GENERATOR GROUND RING PER DETAIL 4/E601.

PROVIDE PAD MOUNTING OF GENERATOR PER DETAIL 2/E601.

PROVIDE ONE 1"C WITH 2#12THWN AND 1#12 CU GND (BATTERY
CHARGER) AND 2#12 CU THWN AND 1#12 CU GND (COOLANT HEATER).

PROVIDE A CONCRETE-ENCASED ELECTRODE CONSISTING OF AT LEAST 20' OF BARE #3/0 COPPER CONDUCTOR AND BONDED TO THE SERVICE ENTRANCE EQUIPMENT GROUNDING BUS.

PROVIDE 120V, 1ϕ, 20A WEATHER RESISTANT GFCI RECEPTACLE WITH WEATHERPROOF WHILE IN USE COVER.

PROVIDE A 36"H X 30"W X 10"D NEMA 4X STAINLESS STEEL HINGED LOCKABLE CABINET WITH EQUIPMENT MOUNTING PLATE.

PROVIDE A 3/4"-DIAMETER X 10-FT LONG, COPPER-CLAD STEEL GROUNDING ROD AT THE CORNER OF THE ELECTRICAL YARD.

PROVIDE A 3/4"-DIAMETER X 10-FT LONG, COPPER-CLAD STEEL

GROUNDING ROD INSIDE THE METER/MAIN SECTION OF THE
SWITCHGEAR.

PROVIDE ONE BARE #3/0 COPPER CONDUCTOR BONDED TO GROUND RODS.

ONE 1"C, 8#14 CU THWN (ENGINE STARTER AND SOURCE AVAILABILITY SIGNALS).

PROVIDE 120V, 1ϕ, POWER CONNECTION FOR IRRIGATION CONTROLLER.

PANEL 'CP' PROVIDED BY MODULAR BUILDING MANUFACTURER. POST STRUT ASSEMBLY PROVIDED BY SITE CONTACTOR PER DETAIL 7/E602.

BATTERY ENERGY STORAGE SYSTEM, CONDUITS AND CONDUCTORS
PROVIDED BY MODULAR BUILDING MANUFACTURER.

PROVIDE PERMANENT BOLLARDS AT ELECTRICAL YARD SPACED AT 48" MAX ON CENTER. REFER TO DETAIL 4/A111.

PROVIDE ONE 1-1/4"C WITH 3#10 CU THWN AND 1#10 CU GND.

CONDUIT AND FEEDER PROVIDED BY MODULAR BUILDING
MANUFACTURER.

PROVIDE ONE 1-1/4"C WITH 4#10 CU THWN AND 2#10 CU GND.

PROVIDE REMOVABLE BOLLARDS AT ELECTRICAL YARD SPACED AT 48" MAX ON CENTER. REFER TO DETAIL 3/A111.

PROVIDE ONE 1"C WITH ONE TYPE 'DX' CABLE.

PROVIDE ONE 1-1/2"C WITH ONE TYPE 'FO' CABLE FROM BUILDING MDF TO OUTDOOR DATA CABINET. COORDINATE CONDUIT PENETRATION IN BUILDING WITH MODULAR BUILDING MANUFACTURER.
1 PROJECT NORTH NORTH
23456789
10 11
ENLARGED ELECTRICAL SITE PLAN 1/4" = 1'-0"
8 12
13 14
15 16
17 18
19 20
21 05/01/25 BID SET SITE PLAN CHECK

REF.

REF.
2 2
2 2
2 2
2 2 2
22 2
2 2
2 2
2 2
2 2
2 2
2 2
22 2 2 2 2
2 2222
222
2 22
2 2
2 2 2 2
2 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
+42" +42"
+42" +42"
+42"
+42" +42"
+42"
+42"
+42"

RESTROOM
131
JJJJ
JJJ

BUILDING MDF
TWO 4"C
1 2
TWO 4"C.O. [CITY FIBER]
2 REFER TO E100

FOR CONTINUATION
WAP
WAP
WAP
WAP
WAP
WAP
WAP
WAP
WAP
3 ONE 1-1/2"C [SIGNAL]
REFER TO E100 FOR CONTINUATION
I
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12-31-26
E L S

T A T E EO L A L C A T C I R O F IC
No. E 24293
ET
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RP O S FES OI N
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A I N
N
E
E
I
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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:

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"
4/30/2025 11:51:43 AM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E410

CITY OF SHAFTERSIGNAL PLAN
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA SIGNAL PLAN 1/8" = 1'-0"
8 KEYNOTES
A. CONDUIT AND CABLES FOR TELECOMMUNICATION OUTLETS SHALL BE CONCEALED WITHIN WALLS AND ABOVE CEILINGS.

B. TELECOMMUNICATION OUTLET BOXES PROVIDED BY MODULAR
BUILDING MANUFACTURER.

TELECOMMUNICATION PATHWAY NOTES
TWO 4"C.O. PROVIDED BY MODULAR BUILDING MANUFACTURER.

TWO 4"C.O. PER AT&T REQUIREMENTS PROVIDED BY SITE ELECTRICAL CONTRACTOR.

PROVIDE ONE 1-1/2"C WITH ONE TYPE 'FO' CABLE FROM BUILDING MDF TO OUTDOOR DATA CABINET. COORDINATE CONDUIT PENETRATION IN BUILDING WITH MODULAR BUILDING MANUFACTURER.
1 PROJECT NORTH NORTH
2 TELECOMMUNICATION CABLING NOTES
A. EACH TELECOMMUNICATION CABLE SHALL BE HOMERUN FROM THE

TELECOMMUNICATION OUTLET TO A PATCH PANEL LOCATED IN THE TELECOMMUNICATION ROOM.

B. TELECOMMUNICATION CABLES SHALL BE NEATLY BUNDLED WITH VELCRO STRAPS AT 36"O.C.

C. TELECOMMUNICATION CABLES SHALL BE INDEPENDENTLY SUPPORTED

FROM J-HOOKS WITHIN THE ACCESSIBLE ATTIC SPACE WHERE THEY ARE NOT WITHIN CONDUIT OR SUPPORTED ON CABLE TRAY.

D. TELECOMMUNICATION CABLES SHALL BE TERMINATED WITH MODULAR

JACKS ON PATCH PANELS IN THE TELECOMMUNICATION ENCLOSURE AND ON MODULAR JACKS AT THE TELECOMMUNICATION OUTLETS.

E. TELECOMMUNICATION CABLE SERVING WIRELESS ACCESS POINTS

SHALL BE TERMINATED WITH PLUG TYPE CONNECTORS AT THE
LOCATION OF THE WIRELESS ACCESS POINT.
3 05/01/25 BID SET SITE PLAN CHECK

(N) COMPACTED EARTH BACKFILL
PER SPECIFICATIONS.
(N) SAND FILL PER
SPECIFICATIONS.
(N) DUCT SPACERS AS

REQUIRED
(N) RACEWAY
- CONDUIT SIZE AND

QUANTITIES PER PLANS
(N) PLASTIC MARKER TAPE
NOTE:

CLEARANCES, SEPARATIONS, AND TRENCHING
REQUIREMENTS PER SPECIFICATIONS.
(E) COMPACTED EARTH

BACKFILL
(E) GRADE

SECTION
6" MIN.
8"
2'-6" MIN.
3" MIN. 24" MIN.
(N) FINISH GRADE - COMPLETE

TRENCH WORK AND PATCH TO
MATCH ORIGINAL CONDITION.

FOR FINISH GRADE OTHER THAN

COMPACTED EARTH, SEE DETAILS ---

FOR PATCHING REQUIREMENTS
1'-0"

FINISHED GRADE

SECURELY ANCHOR EACH SECTION TO THE PAD AT ALL
CORNERS WITH 5/8" DIAMETER STAINLESS STEEL HILTI KWIKBOLT TZ2, WITH 1/2"x1.25" STEEL BELLEVILLE WASHER (WASHER MUST BE FACE UP, PER MANUFACTURER
INSTRUCTION), 4" EFFECTIVE EMBEDMENT, ONE PER CORNER
FOR EACH SECTION. INSTALL PER ICC-ES REPORT ESR 4266.

CONNECT ALL SECTIONS TOGETHER WITH 3/8"

DIAMETER BOLTS AT TOP, BOTTOM, FRONT

AND REAR OF EACH SECTION PER THE

MANUFACTURER'S INSTRUCTIONS
6" THICK CONCRETE PAD WITH 12" THICKENED EDGE
(EXTENDED 6" MAXIMUM BEYOND PERIMETER OF
EQUIPMENT FOOTPRINT) WITH #5 REBAR AT 12" O.C. EACH
DIRECTION, CENTERED IN THE CONCRETE SLAB. THE

CONCRETE SHALL HAVE A MINIMUM TESTED ULTIMATE
COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS

FURNISH AND INSTALL ALL OF THE FOLLOWING

GROUNDING ELECTRODES BONDED TOGETHER
TO FORM THE GROUNDING ELECTRODE SYSTEM:

1. A CONCRETE-ENCASED ELECTRODE
CONSISTING OF AT LEAST 20-FT OF BARE
#3/0 COPPER CONDUCTOR BONDED TO

THE SERVICE ENTRANCE EQUIPMENT
GROUNDING BUS.

2. A 3/4"-DIAMETER x 10-FT LENGTH,

COPPER-CLAD STEEL GROUNDING ROD

BONDED TO THE SERVICE ENTRANCE
EQUIPMENT GROUNDING BUS.

DISTRIBUTION

SECTION
1000-LBS (MAX)

SOLAR PV/BESS

BACKFEED SECTION

WITH NET GENERATION

OUTPUT METER (NGOM)
1000-LBS (MAX)
CT DWG

EUSERC DWG
320
332
CLIP
15 2'-6"

METER/MAIN

SECTION
1000-LBS (MAX)
3'-0"

EUSERC DWG
CT DWG 322,330
CLIP
15 15
CLIP
333
3'-6"
9 inch
unusable
54 SPD
240kA
3'-6"
DWG. 345,347

EURSERC TERMINATION

UNDERGROUND

PULL SECTION
1000-LBS (MAX)
4'-0" (MINIMUM)
2" (MAXIMUM)
(FRONT)

FRONT EDGE OF SWITCHBOARD

SHALL NOT BE SET BACK MORE
THAN 2" FROM EDGE OF PAD
4'-0"
7'-8"
2" MIN.
2" MIN. TYP.

TRANSFORMER 'TY'
399-LBS

TRANSFORMER 'TEV'
622-LBS
SECURELY ANCHOR TO PAD AT FOUR CORNERS WITH 3/8" DIA.

STAINLESS STEEL HILTI KWIK-BOLT TZ2, 2" EFFECTIVE
EMBEDMENT, A MIN. OF 6" FROM PAD EDGE. ONE PER
CORNER, INSTALL PER ICC-ES REPORT ESR 4266.
1' - 0" 1' - 0"

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)
24"
4"
MIN.
'b'
'a'
12"
MIN.

TOP OF BOX FLUSH WITH FINISH GRADE
PROVIDE 8"W X 3"D CONCRETE MOW STRIP*
3/4" CRUSHED ROCK

ELECTRICAL CIRCUITING PER SITE PLAN

BOND ANY METAL CONDUITS TOGETHER
DIMENSION 'a'

FINISH GRADE
DIMENSION 'b'
BOLT DOWN LID WITH ENGRAVED WORD.

ENGRAVING

SEALANT BETWEEN JOINTS

REINFORCED CONCRETE BOX WITH CONCRETE

EXTENSION AS REQUIRED FOR DEPTH SHOWN

CONDUIT SEALS TO PREVENT WATER

FROM ENTERING CONDUIT

LID TYPE
6" MIN.

ON EACH SIDE
*NOTE:

WHERE PULLBOX IS

ADJACENT TO

CONCRETE WALK,

EXTEND MOWSTRIP

TO CONNECT WITH
WALK. CONCRETE

MOW STRIP IS NOT

REQUIRED ON

PULLBOXES

INSTALLED IN
ASPHALT PAVING.

P16 22" 11" POWER CONCRETE
22" 11" LIGHTING CONCRETEL16
22" 11" POWER CONCRETEEV16

SERVICE ENTRANCE

EQUIPMENT GROUNDING BUS

SERVICE EQUIPMENT

NEUTRAL BUS - ISOLATED

SERVICE NEUTRAL CONDUCTOR

MAIN BONDING JUMPER
SIZED PER C.E.C. 250.28 (D)

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

EQUIPMENT GROUNDING

CONDUCTORS PER

SERVICE EQUIPMENT NEUTRAL BUS

NEUTRAL DISCONNECT LINK

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)

SINGLE LINE DIAGRAM

GROUNDING ELECTRODES

METAL FRAME OF BUILDING OR STRUCTURE -

PROVIDE CONNECTION TO THE STRUCTURAL
METAL FRAME PER C.E.C. 250.52 (A) (2)

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
PANEL 'Y' AND PANEL 'EV' GROUNDING ELECTRODE SYSTEM N.T.S. 4

I GER S
A L
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12-31-26
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T A T E
E
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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
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

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
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"
4/30/2025 11:51:45 AM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E600

CITY OF SHAFTERELECTRICAL DETAILS - SITE
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA MAIN SWITCHBOARD 'MSB' ELEVATION 3/4" = 1'-0" 2
U.G. PULLBOX N.T.S. 20 TYPICAL TRENCH SECTION N.T.S. 16 GROUNDING ELECTRODE SYSTEM AT MAIN SWITCHBOARD 'MSB N.T.S.' 3 05/01/25 BID SET SITE PLAN CHECK

SECURELY ANCHOR TO THE PAD WITH 5/8" DIAMETER
STAINLESS STEEL HILTI KWIK-BOLT TZ2, 3-1/4" EFFECTIVE

EMBEDMENT, (TOTAL QUANTITY FOUR)
(INSTALL PER ICC-ES REPORT ESR 4266).
12" THICK CONCRETE PAD (EXTENDED 6" MINIMUM

BEYOND PERIMETER OF EQUIPMENT FOOTPRINT)
WITH #5 REBAR AT 18" O.C. EACH DIRECTION, TOP
AND BOTTOM WITH 3" COVER. THE CONCRETE

SHALL HAVE A MINIMUM TESTED ULTIMATE
COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS
4' - 2"
0' - 6" 0' - 6"
3' - 0" MIN.
0' -6 " MIN.
3' - 0" MIN.
0' - 6" 0' - 6"
3' - 0" MIN.
0' - 6" MIN.
9' - 11 1/8"
6' - 1 15/16"
0' - 6" MIN.
3' - 0" MIN.

GENERATOR SET ENCLOSURE

FEEDER PER

SINGLE LINE

DIAGRAM

AUTOMATIC TRANSFER

SWITCH ENCLOSURE

FEEDER TO PANEL
'DPH' PER SINGLE LINE

DIAGRAM

FEEDER FROM MAIN

SWITCHBOARD 'MSB'

PER SINGLE LINE

DIAGRAM

GROUNDING ELECTRODE PER
C.E.C. 250.30 (A) (2), (3), (4) AND

GROUNDING CONDUCTOR
SIZED PER C.E.C. TABLE 250.66.

PROVIDE GROUND RING PER
DETAIL 12/E602
G L N

GROUND CLAMP WIRE TO

DRIVEN GROUND ROD
11" x 17 1/8" x 12"

PRECAST UTILITY BOX
WITH CONCRETE COVER.

BARE COPPER GROUND WIRE -

SEE PLANS FOR CONTINUATION
3/4" DIAMETER x 10'-0"

LONG COPPER CLAD DRIVEN
GROUND ROD.
18" MIN.

FINISH GRADE
12"

STANDBY GENERATOR
1#1/0 CU GND CONDUCTOR IN 1"C TO

GENERATOR GROUND BOLT
ONE 1"C (COOLANT HEATER/BATTERY

CHARGER, EQUIPMENT DATA AND

ENGINE START SIGNAL)
1#1/0 CU GROUND RING,

TYPICAL BETWEEN GROUND RODS
GROUND WELL PER DETAIL 25/E602
TWO 3"C (STANDBY POWER)

I GER S
A L
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12-31-26
E L
S

T A T E
E
O
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L C A

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

O S FES OI N
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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

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
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"
4/30/2025 11:51:46 AM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E601

CITY OF SHAFTERELECTRICAL DETAILS - GENERATOR
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA GROUND WELL N.T.S. 20 GENERATOR SET GROUND N.T.S. 16
STANDBY GENERATOR ELEVATION 3/4" = 1'-0" 2
STANDBY GENERATOR:
275kW/312.5kVA TIER 4 FINAL
DIMENSIONS: 119"L x 50"W x 64"H
WEIGHT: 7510 LBS (WET WEIGHT)
FUEL CAPACITY: 526 GALLONS

PROVIDE ALL OF THE FOLLOWING GROUNDING

ELECTRODES ADJACENT TO THE CONCRETE
EQUIPMENT PAD:

1. A CONCRETE-ENCASED ELECTRODE CONSISTING
OF AT LEAST 20-FT OF BARE #1/0 COPPER

CONDUCTOR AND BONDED TO THE SERVICE
ENTRANCE EQUIPMENT GROUNDING BUS.

2. A 3/4"-DIAMETER x 10-FT LENGTH, COPPER-CLAD
STEEL GROUNDING ROD.

3. GENERATOR GROUND RING PER DETAIL 5/E602.

TWO 3" LIQUID TIGHT FLEXIBLE CONDUIT (STANDBY POWER),
ONE 1" LIQUID TIGHT FLEXIBLE CONDUIT (COOLANT HEATER & BATTERY CHARGER), ONE 1" LIQUID TIGHT FLEXIBLE CONDUIT (EQUIPMENT DATA PANEL), ONE 1" LIQUID TIGHT FLEXIBLE CONDUIT (ENGINE START)

ELEVATION VIEW END VIEW
GENERATOR GROUND RING 3/4" = 1'-0" 4
1"C PVC WITH #1/0 AWG GROUND WIRE

FROM GROUNDWELL
05/01/25 BID SET SITE PLAN CHECK

TYPE 'S1' LIGHTING FIXTURE
5" SQUARE STRAIGHT STEEL POLE

POLE FINISH SHALL MATCH FIXTURE
FINISH

HANDHOLE WITH WEATHERPROOF

GASKET AND GROUNDING LUG

BASE COVER (PROVIDE DRY PACK,

LEVELING NUTS, ANCHOR BOLT

WASHERS AND NUTS)

SMOOTH FINISH CONCRETE POLE
BASE WITH 1" CHAMFERED CORNER
AT TOP

FOUR ANCHOR BOLTS PER POLE

MANUFACTURER'S WRITTEN

REQUIREMENTS

CONDUIT AND CONDUCTORS

PER SITE PLAN
24" DIAMETER CONCRETE POLE BASE
WITH (8) EQUALLY SPACED VERTICAL
#5 REBAR WITH 18-INCH DIAMETER
CONCENTRIC #4 HORIZONTAL TIES AT

7.5" ON CENTER + TWO #4
HORIZONTAL TIES WITHIN THE TOP 5"
OF THE POLE BASE. CONCRETE

SHALL HAVE A MINIMUM TESTED

ULTIMATE COMPRESSIVE STRENGTH
OF 3500 PSI AT 28 DAYS

CONDUIT AND

CONDUCTORS

PER SITE PLAN

FINISHED GRADE

POLE HEIGHT PER LIGHTING FIXTURE SCHEDULE
2' - 6" 6' - 0"
2' - 0" DIAMETER
0' - 3"
NOTE

OVERLAPS OF ADJACENT

TIES SHALL BE STAGGERED

AROUND PERIMETER
6" MIN. END OVERLAP
STD. HOOK, TYP.
#4 HORIZ. TIES
(8) #5 VERT. REBAR,
EQUALLY SPACED 16"
12" Dia.
6" MIN.

TOP VIEW

SIDE VIEW
M9700 LIGHTING FIXTURE

GRAVEL FOR DRAINAGE

ELECTRICAL CIRCUITING

PER SITE PLAN

FINISH GRADE

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)
NG
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
2"

ATTACH PANEL TO UNISTRUT CHANNEL WITH
3/8" DIA. CHANNEL STUD NUT LOCKWASHER
AND NUT, TYP. OF 4 PER CHANNEL
30"
6"
TYP
3/16
3" DIA. GALV. STEEL PIPE & POST
CAP. PAINT, TYPICAL.
18" DIAMETER CONCRETE POST FOOTING, TYPICAL
P1000 UNISTRUT CHANNEL
WELDED TO PIPE, TYPICAL.
6" THICK CONCRETE PAD WITH 8" THICKENED
EDGE (EXTEND A MIN OF 12" BEYOND
PERIMETER OF EQUIPMENT) W/ #4 REBAR AT 18"
O.C. EACH WAY, CENTERED IN SLAB. CONCRETE
SHALL HAVE A MIN. ULTIMATE COMPRESSIVE
STRENGTH OF 3500 PSI AT 28 DAYS.
8"
8"
6"

FINISHED GRADE
PANEL
'CP'
48"
24" MIN., 48" MAX.

MAX WEIGHT:
350 LBS.
72"
36"Hx30"Wx10"D
NEMA 4X

STAINLESS STEEL

HINGED LOCKABLE

CABINET WITH

EQUIPMENT

MOUNTING PLATE
32"Hx20"Wx6.5"D
NEMA 3R

PANELBOARD

PANEL 'Y'
2' - 0"

FINISHED GRADE

WEATHER-RESISTANT GFCI RECEPTACLE WITH

WEATHER PROOF IN-USE COVER
5' - 5"

CONCRETE PAD
250-LBS
50-LBS

AUTOMATIC

TRANSFER
SWITCH 'ATS-1'
NEMA 3R
24"Wx64"Hx18"D
509-LBS P1000 UNISTRUT WITH 3/8"x1" GRADE 5 HEX HEAD
BOLT, (2) 3/8" GRADE 5 FLAT WASHERS, 3/8" GRADE 5
LOCK WASHER, 3/8" GRADE 5 HEX NUT, TYP. OF TWO,
(ONE ON EACH END).
32"Hx20"Wx6.5"D
NEMA 3R

PANELBOARD

PANEL 'EV'
5' - 4"
250-LBS
0' - 6"
12"Hx16"W

IRRIGATION

CONTROLLER

ATTACH PANEL TO UNISTRUT CHANNEL WITH
3/8" DIA. CHANNEL STUD NUT LOCKWASHER
AND NUT, TYP. OF 6 (THREE PER SIDE),

TYPICAL OF ALL PANELS
3" DIA. GALV. STEEL PIPE & POST
CAP. PAINT, TYPICAL.
18" DIAMETER CONCRETE POST FOOTING, TYPICAL
6" THICK CONCRETE PAD (EXTEND A MIN OF 12"
BEYOND PERIMETER OF EQUIPMENT) W/ #4 REBAR
AT 18" O.C. EACH WAY, CENTERED IN SLAB.

CONCRETE SHALL HAVE A MIN. ULTIMATE
COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS.
0' - 2"
0' - 6"
TYP
3/16

ATTACH IRRIGATION CONTROLLER TO
UNISTRUT CHANNEL WITH 3/8" DIA. CHANNEL
STUD NUT LOCKWASHER AND NUT, TYP. OF 2
(ONE PER SIDE)
20A, 120V NEMA 5-20R TVSS

RECEPTACLE MOUNTED INSIDE
NEMA 4X ENCLOSURE
0' - 8"
SECURELY ANCHOR TO PAD AT FOUR CORNERS WITH 3/8" DIA.

STAINLESS STEEL HILTI KWIK-BOLT TZ2, 2" EFFECTIVE
EMBEDMENT, A MIN. OF 6" FROM PAD EDGE. ONE PER
CORNER, INSTALL PER ICC-ES REPORT ESR 4266.

FINISHED GRADE
P1000 UNISTRUT CHANNEL
WELDED TO PIPE, TYPICAL.
2' - 6"
0' - 3"
I
G
ER
S
A L
R
F
12-31-26
E L 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:

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"
4/30/2025 11:51:46 AM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E602

CITY OF SHAFTERELECTRICAL DETAILS - POWER AND LIGHTING
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA N.T.S. TRANSFORMER GROUNDING ELECTRODE SYSTEM
8 POLE FIXTURE MOUNTING N.T.S.4
POST/STRUT PANEL MOUNTING N.T.S.7
N.T.S. POST/STRUT MOUNTED PANEBOARD AND COMMUNICATIONS ENCLOSURE 3/4" = 1'-0" 6 IN-GROUND LIGHTING 2 05/01/25 BID SET SITE PLAN CHECK

FEEDER SCHEDULE

FEEDER ORIGIN DESTINATION CONDUIT CONDUCTORS

CALCULATED

VOLTAGE DROP

REMARKS
F1
F2
F3
F4
F5
F6
F7
TWO 3"C 0.08% TWO PARALLEL FEEDERS
FEEDER

MAIN SWITCH

BOARD 'MSB'
FEEDER
4#350 KCMIL CU THWN AND 1#1 CU GND IN EACH CONDUIT
4#2 CU THWN AND 1#8 CU GND (SSBJ)

PANEL 'EV'

PANEL 'Y'

TRANSFORMER
'TY'

AUTO TRANSFER
SWITCH 'ATS-1'

COLLECTOR PANEL
'CP'

MAIN SWITCH

BOARD 'MSB'

MAIN SWITCH

BOARD 'MSB'

MAIN SWITCH

BOARD 'MSB'

AUTO TRANSFER
SWITCH 'ATS-1'

DISTRIBUTION

PANEL 'DPH'

TRANSFORMER
'TY'

TRANSFORMER
'TEV'

TRANSFORMER
'TEV'

0.27%

0.02%

0.05%

0.08%
016%

0.05%

FEEDER WITH SUPPLY-SIDE BONDING
JUMPER

FEEDER WITH SUPPLY-SIDE BONDING
JUMPER
3#1 CU THWN AND 1#6 CU GND
4#350 KCMIL CU THWN AND 1#2 CU GND (SSBJ)
4#1/0 CU THWN AND 1#6 CU GND
TWO 3"C
ONE 2"C
ONE 2"C
ONE 3"C
ONE 2"C
ONE 2"C FEEDER 3#8 CU THWN AND 1#10 CU GND
F8
4#350 KCMIL CU THWN AND 1#1 CU GND IN EACH CONDUIT TWO PARALLEL FEEDERS

STANDBY

GENERATOR

AUTO TRANSFER
SWITCH 'ATS-1'
TWO 3"C GND IN EACH CONDUIT 0.07% TWO PARALLEL FEEDERS4#4/0 KCMIL CU THWN AND 1#2 CU 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'
PANEL
'EV'

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

PREPARED
SPACE
2 4 5
125/3

STANDBY GENERATOR
E N AUTOMATIC TRANSFER SWITCH 'ATS-1'
600A, 4-POLE, 277/480V, 3ϕ, 4W
450/3

MAIN SWITCHBOARD 'MSB'
800A, 277/480V, 3ɸ, 4W, 65 kAIC
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
11 60/3
1 SPD
240kA
SPD
240kA
SPD
240kA
6 150/3
M NGOM
COLL.

PANEL
'CP'
10 6

AC DISCONNECT
600V, 30A, 3-POLE
12 13
14 PANEL
'Y'

TRANSFORMER 'TY'
480V
30kVA
120/208V 3PH
45/3
SPD
240kA
7 7
8 8
9 F1
F2
F3
F4
F5
F6
F7
F8
STANDBY GENERATOR SET:

EPA TIER 4 FINAL

LEVEL II SOUND ENCLOSURE
275kW/343kVA, 277/480V, 3ɸ, 4W

DIESEL DRIVEN WITH SUB-BASE
FUEL TANK WITH 24-HOUR FULL

LOAD FUEL STORAGE CAPACITY
15 16
1 2
3 4
5 17
18 19
20 I GER S
A L
R
F
12-31-26
E L
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

ETER INC
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
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"
4/30/2025 11:51:47 AM \\tetr-file1\Users\jason.march\Documents\12529-E-Shafter Police Station_march.jason.rvt E700

CITY OF SHAFTERSINGLE LINE DIAGRAM
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA

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 CONDUIT TO UNDERGROUND UTILITY COMPANY TRANSMISSION

LINES, FURNISH AND INSTALL PER PG&E GREENBOOK
REQUIREMENTS.

ONE 4"C.O. (PG&E PRIMARY), FURNISH AND INSTALL PER PG&E GREENBOOK REQUIREMENTS.

PG&E TRANSFORMER. FURNISH AND INSTALL TRANSFORMER PAD,

GROUNDING AND TRAFFIC BARRIERS PER PG&E GREENBOOK
REQUIREMENTS.

TW0 5"C.O. (PG&E SECONDARY), FURNISH AND INSTALL PER PG&E RULES AND REGULATIONS.

LANDING LUGS AND METERING FACILITIES PER UTILITY COMPANY REQUIREMENTS.

SYSTEM GROUND PER DETAIL 3/E600.

TRANSFORMER GROUND PER DETAIL 8/E602.

PROVIDE PANEL GROUNDING ELECTRODE SYSTEM PER DETAIL
4/E600.

BUILDING PANELS AND FEEDERS PROVIDED BY MODULAR
MANUFACTURER.

ROOFTOP MOUNTED SOLAR PV SYSTEM, CONDUIT AND
CONDUCTORS PROVIDED BY MODULAR MANUFACTURER.

BATTERY ENERGY STORAGE SYSTEM, CONDUIT, AND CONDUCTORS
PROVIDED BY MODULAR MANUFACTURER.

COLLECTOR PANEL, CONDUIT, AND FEEDERS TO BATTERY ENERGY

STORAGE SYSTEM AND PANEL 'PV' PROVIDED BY MODULAR
MANUFACTURER.

MODULAR BUILDING MANUFACTURER TO PROVIDE COLLECTOR

PANEL 'CP', CONDUIT AND FEEDERS TO BATTERY ENERGY STORAGE SYSTEM AND SOLAR PANELS.

PANEL 'CP' PROVIDED BY MODULAR BUILDING MANUFACTURER.

POST STRUT ASSEMBLY PROVIDED BY SITE CONTRACTOR PER
DETAIL 7/E602.

GENERATOR GROUND PER DETAIL 4/E601.

AUTOMATIC TRANSFER SWITCH GROUND PER DETAIL 16/E601.
2022 CA ENERGY CODE COMPLIANT USER-ACCESSIBLE METER WITH THE FOLLOWING FEATURES:

1. INSTANTANEOUS kW DEMAND

2. HISTORIC PEAK DEMAND

3. RESETTABLE kWh

4. kWh PER RATE PERIOD

SITE CONTRACTOR TO PROVIDE NET GENERORATION OUTPUT
METERING AND PG&E INTERCONNECTION AGREEMENT.

STUB FIVE 5"C.O. (PG&E SECONDARY) FOR FUTURE USE. FURNISH AND INSTALL PER PG&E RULES AND REGULATIONS. PROVIDE AN

ELECTRIC MARKER BALL PER PG&E REQUIREMENTS AT LOCATION
OF STUBBED CONDUIT.

MAIN SWITCHBOARD 'MSB' IS OWNER FURNISHED, CONTRACTOR
INSTALLED.
2 3
4 5
6 7
8 9
SINGLE LINE DIAGRAM N.T.S. 8
10 11
12 13
14 15
16 17
18 19
20 05/01/25 BID SET SITE PLAN CHECK

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
IC
TV
M
S
WAP
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 CONDUIT ONLY WITH PULL STRING
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.

C.O.

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.

SURFACE MOUNTED RACEWAY, MOUNT @ +18" A.F.F. U.ON.

POLE MOUNTED EXTERIOR LIGHTING FIXTURE

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
INTERCOMMUNICATIONS HANDSET ON WALL @ +48" TO TOP OF BOX U.O.N.

SPEAKER IN CEILING, U.O.N.

INTRUSION ALARM SYSTEM MOTION DETECTOR

EXTERIOR SPEAKER, ELEVATION AS NOTED
TELEVISION OUTLET IN WALL @ +18", U.O.N.

MICROPHONE OUTLET IN WALL @ +18", U.O.N.

SPEAKER OUTLET IN WALL @ +18", U.O.N.

DATA OUTLET IN WALL @ +18", U.O.N., WITH 'D' CABLES TO IDF OR MDF X (1) (6)
(1)
(1)
(1)

INTRUSION ALARM SYSTEM FOB READER
(1) (6)
+ TWO 'T' CABLES TO TELEPHONE BACKBOARD.
2/2

COMBINATION VOICE AND DATA OUTLET IN WALL, WITH TWO 'D' CABLES TO IDF (SUBSCRIPT INDICATES QUANTITY OF CABLES AND STATION SIDE JACKS) WIRELESS ACCESS POINT LOCATION, PROVIDE TWO TYPE 'D10' CABLES TO IDF OR MDF

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.

IC IRRIGATION CONTROLLER
C.E.C. TITLE 24 COMPLIANCE

THE LIGHTING AND LIGHTING CONTROL SYSTEMS DESIGN DEPICTED HEREIN IS IN

COMPLIANCE WITH REQUIREMENTS OF THE CURRENT CALIFORNIA ENERGY COMMISSION EFFICIENCY STANDARDS FOR NONRESIDENTIAL BUILDINGS.

ALL WORK SHOWN HEREIN SHALL COMPLY WITH THE CURRENT REGULATIONS OF THE CALIFORNIA STATE FIRE MARSHAL, CALIFORNIA BUILDING CODE, TITLES 8 AND 19 THROUGH 24, SERVING UTILITY RULES AND ALL OTHER APPLICABLE STATE ORDINANCES.

NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE INTERPRETED AS TO PERMIT ANY WORK NOT IN CONFORMANCE WITH THESE CODES, RULES AND REGULATIONS.

WHERE WORK OF A GREATER DEGREE IS INDICATED IN THESE PLANS OR SPECIFICATIONS, THAT REQUIREMENT SHALL GOVERN SUCH WORK.

GENERAL NOTES (TYPICAL)

CODES, RULES & REGULATIONS

1. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR THE EXACT LOCATION OF ALL CEILING MOUNTED ELECTRICAL EQUIPMENT.

2. REFER TO THE MECHANICAL AND PLUMBING PLANS FOR THE EXACT LOCATION OF ALL MECHANICAL, HVAC AND PLUMBING EQUIPMENT.

3. VERIFY THE EXACT LOCATION OF ALL FLOOR BOXES AND ASSOCIATED TRENCH,

BACKFILL AND SAWCUTTING REQUIREMENTS WITH THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY ROUGH -IN WORK FOR THIS EQUIPMENT.

4. COORDINATE ELECTRICAL PANEL AND TERMINAL CABINET LOCATIONS AND

ROUTING OF UNDERGROUND CONDUITS WITH THE ARCHITECTURAL AND

STRUCTURAL DRAWINGS PRIOR TO COMMENCEMENT OF ANY ROUGH-IN WORK FOR THIS EQUIPMENT.

5. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES WHOSE WORK WILL

IMPACT PLACEMENT OR CONNECTION OF ELECTRICALLY POWERED EQUIPMENT REGARDLESS OF RESPONSIBILITY FOR SUPPLYING EQUIPMENT.

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

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T C I R
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No. E 24293
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O S FES OI N
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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
I I I
.

DRAWING TITLE
PROJECT NO.

DRAWING

DATE DESCRIPTIONMARK
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"
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CITY OF SHAFTERELECTRICAL SCHEDULES, LEGENDS, AND NOTES 22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA TRANSFORMER SCHEDULE NOTES:

1. TRANSFORMER SHALL BE COMPLIANT WITH DOE 2016 ENERGY EFFICIENCY STANDARD.

2. TRANSFORMER GROUND PER DETAIL 8/E602.

3. MOUNT TRANSFORMER PER DETAIL 2/E600.

LIGHTING FIXTURE SCHEDULE

FIXTURE

VOLTAGE

FIXTURE
WATTAGE MOUNTING DRIVER &COLOR TEMP DESCRIPTION MANUFACTURER CATALOG # G1 277 V 31

INGRADE

PER DETAIL
2/E602
LED - 4000K INGRADE HYDREL M9440C-A-LED-P4-40K-MVOLT-WFL-FLC10-34B-BL S1a 277 V 124 POLE PER
4/E602 LED - 4000K

SINGLE HEAD POLE MOUNTED SITE
LIGHT NLIGHT AIR ENABLED + 25'

SQUARE STRAIGHT STEEL POLE

WITH EXTRA HANDHOLE

LITHONIA
DSX1 LED-P4-40K-70CRI-T5W-MVOLT-SPA-NLTAIR2
PIRHN-HS-EGSR-DDBXD +
SSS-25-5G-DM19AS-CPL12/15B-EHH15D-DDBXD

TRANSFORMER SCHEDULE

TRANSFORMER

DESIGNATION

PRIMARY

VOLTAGE

SECONDARY

VOLTAGE
kVA
RATING

SUPPLY-SIDE &

SYSTEM BONDING

JUMPER SIZES

ENCLOSURE

DIMENSIONS

XFMR WEIGHT NOTES

HEIGHT WIDTH DEPTH
TEV 480V DELTA 120/208V Y 3ɸ 75 #2 CU NEMA 3R 33.50" 30.06" 27.43" 622 LBS. 1, 2, 3 TY 480V DELTA 120/208V Y 3ɸ 30 #8 CU NEMA 3R 28.32" 25.50" 24.68" 356 LBS. 1, 2, 3 GENERAL NOTES N.T.S. 20 CABLE SCHEDULE N.T.S. 12
LIGHTING FIXTURE SCHEDULE N.T.S. 10
SYMBOL LEGEND AND NOTES N.T.S. 4
TRANSFORMER SCHEDULE N.T.S. 11

CORNING
SMF-28e+ OR

EQUIVALENT
12-STRAND

SINGLE-MODE FIBER

OPTIC CABLE

TELECOMMUNICATION CABLE SCHEDULE
CABLE

DESIGNATION
'D'
'D10'
'DX'
'FO'

DESCRIPTION MANUFACTURER &
CATALOG #
OUTER

JACKET COLOR

SYSTEM USE

BERK-TEK
LANMARK-1000

BERK-TEK
LANMARK-10G2

COMMSCOPE
MEDIA 6 #6NF4+
4 UTP #23 AWG
CATEGORY 6A CMP

PLENUM RATED
4 UTP #24 AWG
CATEGORY 6 FILLED

OUTDOOR
DATA

DATA (WAP)
DATA
DATA
BLUE
ORANGE
BLACK
BLACK

HORIZONTAL DATA CABLE - INTERIOR

HORIZONTAL DATA WAP CABLE -

INTERIOR

HORIZONTAL DATA CABLE - OUTDOOR

SITE OPTICAL FIBER DATA NETWORK
4 UTP #23 AWG
CATEGORY 6 CMP

PLENUM RATED
05/01/25 BID SET SITE PLAN CHECK

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12-31-26
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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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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:

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"
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CITY OF SHAFTERPANEL SCHEDULES
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA PANEL SCHEDULES N.T.S.8
TOTAL CALCULATED LOAD (AMPS) : 22.5 16.7 21.3 7260 VA
TOTAL CALCULATED LOAD (VA) : 2700 2000 2560 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 300 300 0
TOTAL CONNECTED LOAD (VA) : 2400 1700 2560
23 23 -- -- SPACE 0 SPACE -- -- 24 24
21 21 -- -- SPACE 0 SPACE -- -- 22 22
19 19 -- -- SPACE 0 SPACE -- -- 20 20
17 17 -- -- SPACE 0 SPACE -- -- 18 18
15 15 -- -- SPACE 0 SPACE -- -- 16 16
13 13 20 1 SPARE 0 SPARE 20 1 14 14
11 11 20 1 SPARE 1000 1000 GENERATOR COOLANT HEATER 30 1 12 12 9 9 20 1 SPARE 500 500 GENERATOR BATTERY CHARGER 20 1 10 10 7 7 20 1 SPARE 1200 1200 INTERIOR GATE OPERATOR 20 1 8 8 5 5 20 1 RECEP. ELECTRICAL YARD 360 1560 1200 INTERIOR GATE OPERATOR 20 1 6 6 3 3 20 1 FORREST VILLAGE GATE OP. 1200 1200 SPARE 20 1 4 4 1 1 20 1 FORREST VILLAGE GATE OP. 1200 1200 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 3R SITE EQUIPMENT 120/208V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: POST STRUT PER 6/E602 100 AMP BUS MAIN: 100A CB LOCATION: ELECTRICAL YARD
PANEL: Y
TOTAL CALCULATED LOAD (AMPS) : 216.7 216.7 173.3 72800 VA TOTAL CALCULATED LOAD (VA) : 26000 26000 20800 TOTAL CALCULATED LOAD FOR PANEL:
25% LCL/LML (VA) : 5200 5200 4160
TOTAL CONNECTED LOAD (VA) : 20800 20800 16640
23 23 -- -- SPACE 0 SPACE -- -- 24 24
21 21 -- -- SPACE 0 SPACE -- -- 22 22
19 19 -- -- SPACE 0 SPACE -- -- 20 20
17 17 -- -- SPACE 0 SPACE -- -- 18 18
15 15 4160 4160 SPACE -- -- 16 16
13 13
40 2

FUTURE EV CHARGING
STATION NO. 4
4160 4160 SPACE -- -- 14 14
11 11 4160 8320 4160 12 12
9 9
40 2

FUTURE EV CHARGING
STATION NO. 3
4160 8320 4160 FUTURE DUAL EV CHARGING
STATION NO. 7
40 2
10 10
7 7 4160 8320 4160 8 8
5 5
40 2

FUTURE EV CHARGING
STATION NO. 2
4160 8320 4160 FUTURE EV CHARGING
STATION NO. 6
40 2
6 6
3 3 4160 8320 4160 4 4
1 1
40 2

FUTURE EV CHARGING
STATION NO. 1
4160 8320 4160 FUTURE EV CHARGING
STATION NO. 5
40 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.: 22000 A ENCLOSURE: NEMA 3R EV CHARGING 120/208V, 3 PH, 4 W TRIP: THERMAL-MAGNETIC MOUNTING: POST STRUT PER 6/E602 400 AMP BUS MAIN: 300A CB LOCATION: ELECTRICAL YARD
PANEL: EV
TOTAL CALCULATED LOAD (AMPS) : 326.0 327.0 282.3
TOTAL CALCULATED LOAD (VA) : 90309 90588 78196
25% LCL/LML (VA) : 0 0 0
TOTAL CONNECTED LOAD (VA) : 90309 90588 78196
0 0
6 6 150 3 COLLECTOR PANEL 'CP' 0 0
0 0
20800 20800
5 5 125 3 26000 26000 TRANSFORMER 'TEV'
(PANEL 'EV')
26000 26000
2560 2560
4 4 45 3 2000 2000 TRANSFORMER 'TY'
(PANEL 'Y')
2700 2700
0 0
3 3 225 3 PREPARED SPACE 0 0
0 0
54836 54836
2 2 600 3 62588 62588 AUTOMATIC TRANSFER SWITCH 'ATS-1' (DISTRIBUTION PANEL 'DPH')
61609 61609
0 0
1 1 60 3 0 0 SURGE PROTECTIVE DEVICE (SPD)
240kA
0 0
NO. SPACE

CKT PNL

AMP POLE
SERVES

LOAD A B C

CIRCUIT BREAKER VOLT-AMPERES
ENCLOSURE: NEMA 3R
MOUNTING: PAD PER DETAIL 2/E600
LOCATION: ELECTRICAL YARD
A.I.C.: 65 kAIC
TRIP: ELECTRONIC LSI
MAIN: 800A CB
NEUTRAL: 100% RATED NEUTRAL
MAIN SWITCHBOARD VOLTAGE: 277/480V, 3 PH, 4 W
BUS: 800 AMP BUS
PANEL: MSB
05/01/25 BID SET SITE PLAN CHECK

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12-31-26
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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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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:

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"
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CITY OF SHAFTERCALIFORNIA ENERGY COMPLIANCE FORMS
22-12529.01 POLICE SUBSTATION AND CITY SERVICES BUILDING SHAFTER,CA CALIFORNIA ENERGY COMPLIANCE FORMS N.T.S.8
05/01/25 BID SET SITE PLAN CHECK

CONSENT CALENDAR

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: Alex Gonzalez, Deputy Public Works Director SUBJECT: SHAFTER AQUATICS CENTER SITE IMPROVEMENTS

PROJECT FORMAL BIDDING AUTHORIZATION

RECOMMENDATION
Council find the requested action is exempt from the California Environmental Quality Act; approve project plans and specifications for the construction of the Shafter Aquatic Center Site Improvement Project; and authorize the solicitation of formal bids for said project.

BACKGROUND
The Council previously awarded construction of the modular building portion of the Shafter Aquatics Center project, which should commence this summer. The restoration of the Aquatics Center would be enhanced with other site enhancements, such as the installation of upgraded sidewalks, a reconstructed parking lot, landscaping, fencing, and utility connections. These site upgrades aim to ensure compliance with safety and accessibility standards, complementing the new facility.

Plans and specifications for these additional site improvements were prepared by Ordiz Melby Architects. To receive construction bids, the Council, per the City’s bidding and procurement policies, must approve the plans and specifications and a formal bid process. Once bids are received, Public Works Staff will present results and award recommendations at a future Council meeting. As previously reported, the current forecast is to complete all phases of the Aquatics Center restoration by the summer of 2026.

FISCAL IMPACT
The current request is limited to authorizing the solicitation of bids for the Shafter Aquatics Center Site Improvements Project. Bid results and all budgetary considerations, including the appropriation of funds or contract awards, will be presented to the City Council for approval at a future meeting.

CEQA ANALYSIS
A Notice of Exemption has previously been completed and filed for this project pursuant to the California Environmental Quality Act (CEQA). No further environmental review is required at this time.

SHAFTER AQUATICS CENTER SITE IMPROVEMENTS PROJECT FORMAL BIDDING

AUTHORIZATION
- 2 -

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS

1. Shafter Aquatics Center Site Improvement Plans

GENERAL INFORMATIOM

CIVIL DRAWINGS

ARCHITECTURAL DRAWINGS
G-001
C1
C2
C3
C4
C5
A-110
A-112
A-113
A-114
A-501
A-502
A-503

GENERAL INFORMATION

TITLE SHEET

GRADING PLAN-NORTH

GRADING PLAN-SOUTH

GRADING DETAILS

EROSION CONTROL PLAN

SITE PLAN-DEMOLITION

SITE PLAN

SITE PLAN - ENLARGED

SITE PLAN - CONCRETE JOINTS

SITE DETAILS

SITE DETAILS

SITE DETAILS
CENTRAL VALLEY HIGHWAY 43

LERDO HIGHWAY

W TULARE AVE

COLVARD STREET

POSO AVENUE

N VALLEY STREET

SHAFTER AVENUE

N WALL STREET

NEW AQUATICS CENTER BUILDING

CITY OF SHAFTER
FOR:
269 POSO AVENUE, SHAFTER, CALIFORNIA 93263

FIRE PROTECTION

PROJECT DIRECTORY SHEET INDEX

ARCHITECT
Ordiz Melby Architects, Inc.
5500 Ming Avenue, Suite 280
Bakersfield, CA 93309
Phone: (661) 832-5258
Fax: (661) 832-4219
Jeannie Bertolaccini AIA
OCCUPANCY TYPE:

A-3
CONSTRUCTION TYPE:

TYPE V-B
BUILDING HEIGHT:
+18'-2"
STORIES:
1 STORY
PROJECT AREA:

TOTAL BUILDING AREA: = 3125 SF
FIRE SPRINKLERS:

NO

1. PROVIDE ONE 4A 10 B.C. RATED EXTINGUISHER FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR - TRAVEL DISTANCE SHALL NOT EXCEED 75 FEET.

GENERAL NOTES ACCESSIBILITY STANDARDS

PROJECT INFORMATION

1. THE DRAWINGS, IDEAS AND DESIGNS REPRESENTED HEREIN ARE THE PROPERTY OF THE ARCHITECT.

2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CONVEY AN OVERALL DESCRIPTION OF THE PROJECT IN SUFFICIENT DETAIL FOR ITS COMPLETE CONSTRUCTION. SOME

CONDITIONS, WHICH ARE COMMONLY ENCOUNTERED IN CONSTRUCTION OF THIS TYPE AND/

OR CONDITIONS WHICH RELATE TO SPECIFIC PRODUCTS OR PROCESSES, MAY NOT BE SPECIFICALLY DETAILED IN THESE PLANS. ALL CONDITIONS NOT SPECIFICALLY DETAILED

SHALL BE CONSTRUCTED COMPLETELY PER THE CURRENT STANDARDS OF THE APPROPRIATE INDUSTRY AND ANY APPLICABLE MANUFACTURER'S RECOMMENDATIONS.

3. NOTHING IN THE PLANS AND SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT

CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW ORDINANCE OR REGULATION.

4. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN WITH THE ARCHITECT.

5. UNLESS OTHERWISE NOTED, ALL PARTITIONS ARE DIMENSIONED TO FACE OF STUD

6. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT, UNLESS OTHERWISE NOTED (+/-).

7. DO NOT SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS.

8. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE "AFF", ABOVE FINISH FLOOR.

9. ALL WORK SHALL BE SCHDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ADJACENT PROPERTIES.

10. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE APPROVED BY

BOTH THE CITY PLANNING DEPARTMENT AND BUILDING INSPECTION DEPARTMENT, AS WELL AS THE ARCHITECT AND THE OWNER.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT

DOCUMENTS, FIELD CONDITIONS AND DIMENSIONSFOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE

ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCCEEDING WITH WORK OR RELATED WORK IN QUESTION.

12. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE THE LAYOUT AND

EXACT LOCATION OF ALL PARTITIONS, DOORS, PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

13. THE GENERAL CONTRACTOR SHALL FURR ALL COLUMNS TO THEIR MINIMUM POSSIBLE DIMENSIONS, U.N.O.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE PROJECT AND SHALL BE RESPONSIBLE FOR DISIPLINE OF ALL WORKERS ON THE PROJECT.

15. ALL DECORATIVE MATERIALS AND TRIM SHALL COMPLY WITH CALIFORNIA BUILDING CODE, SECTION 806.1

16. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES

OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION PER CEC 110.7

1. ALL EXITS SHALL BE OPENABLE DURING BUSINESS HOURS FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD OR SLIDING BOLTS. NO LATCH OR LATCHING DEVICE EXCEPT PANIC HARDWARE PERMITTED.

2. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED.

3. PROVIDE TWO SEPARATE CIRCUITS FOR EXIT SIGNS.

4. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT

APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN

OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE

CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN

THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORTRATED INTO THESE CONSTRUCION DOCUMENTS. ANY NON COMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED

ON VALUATION THRESHOLD LIMITATIONS OR A FIND OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE

COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCION

TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS

PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT

1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND

WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER

TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATION BARS, OR OTHER HARDWARE

DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP AND TURN OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION.

2. MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS.

3. CONSTRUCTION: THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL

HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAMES ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH

SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT.

5. IN ADDITION TO ALL LOCAL CODES, ACCESSIBILITY REQUIREMENTS SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE, TITLE 24, AS WELL AS FEDERAL A.D.A., (AMERICANS WITH DISABILITIES ACT).

SHEETS IN SET 13

CODE REQUIREMENTS

EXIT REQUIREMENTS SCOPE OF WORK

1. FABRICATION AND INSTALLATION OF 3,125 S.F. AQUATIC CENTER MODULAR BUILDING WITH

ASSOCIATED SITE IMPROVEMENTS

VICINITY MAP
OWNER
City of Shafter
336 Pacific Avenue
Shafter, CA 93263
Phone: (661) 746-5000
Owner Representative: Alex Gonzalez, P.E.

CIVIL
Swanson Engineering Inc.,
2000 Oak street, Suite 150
Bakersfield, Ca 93301
Phone: (661) 831-4919
Fax: (661) 831-4777
Bob Swanson

ELECTRICAL
Rose Sing Eastham and Associates
131 S. Dunworth St.

Visalia, CA 93292
Phone: (559) 733-2671 x 101
Steve Eastham
N

CITY OF SHAFTER AQUATIC CENTER
269 POSO AVE, SHAFTER, CA 93263
NTS

PROJECT

LOCATION
CITY OF SHAFTER:

FIRE DEPARTMENT

PUBLIC WORKS DEPARTMENT
ALL DRAWINGS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:

TITLE 22 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 2022 TITLE 24 CCR, PART 1 - 2022 BUILDING STANDARDS ADMINISTRATIVE CODE 2022 TITLE 24 CCR, PART 2 - 2022 CALIFORNIA BUILDING CODE, VOL. 1 & 2 (CBC) (2015 IBC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 3 - 2022 CALIFORNIA ELECTRICAL CODE (CEC) (2014 NEC (NFPA), AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 4 - 2022 CALIFORNIA MECHANICAL CODE (CMC) (2015 IAPMO UMC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 5 - 2022 CALIFORNIA PLUMBING CODE (CPC) (2015 IAPMO UPC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 6 - 2022 CALIFORNIA ENERGY CODE 2022 TITLE 24 CCR, PART 8 - 2022 CALIFORNIA HISTORICAL BUILDING CODE 2022 TITLE 24 CCR, PART 9 - 2022 CALIFORNIA FIRE CODE
(CFC) (2015 IFC, AS AMENDED BY CA)
2022 TITLE 24 CCR, PART 10 - 2022 CALIFORNIA EXISTING BUILDING CODE (IEBC) (2015 INTERNATIONAL EXISTING BUILDING CODE, AS AMENDED BY CA) 2022 TITLE 24 CCR, PART 11 - 2022 GREEN BUILDING STANDARDS CODE (CALGREEN CODE)
2022 TITLE 24 CCR, PART 12 - 2022 CALIFORNIA REFERENCED STANDARDS PARTIAL LIST OF STANDARDS COMMONLY USED. FOR COMPLETE LIST AND YEAR OF EDITION ADOPTED, SEE 2016 CBC CH. 35 & 2016 CFC CH. 45:
2022 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED) 2019 NFPA 14, STANDPIPE & HOSE (CA AMENDED)
2022 NFPA 20, PUMPS FOR FIRE PROTECTION (CA AMENDED)
2022 NFPA 24, FIRE SERVICE MAINS (CA AMENDED)
2022 NFPA 72, FIRE ALARM CODE (CA AMENDED)

NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW, ORDINANCE, OR REGULATION. THE FOLLOWING AGENCIES SHALL HAVE JURISDICTION OVER THE PROGRESS OF THE WORK:

COUNTY OF KERN:

KERN COUNTY ENVIRONMENTAL HEALTH DIVISION
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
G-001
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

GENERAL

INFORMATION
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:06 PM

MEN'S RESTROOM 104 JAN 106 STORAGE 105 UNISEX 108 STOR. 109 JAN. 113 ELEC. 115 LOCKERS 103 LOCKERS 116 LOBBY 101 OFFICE 110 WOMEN'S RESTROOM 114 CONCESSION 107 RECEPTION 111 HALLWAY 112 UNISEX 102 UNISEX 117 HALLWAY 118 R F XFMR MECHANICAL YARD SCALE: 1" =
N 20 10
0 20 40 20'
© 2025

SWANSON
ENGINEERING, INC. S C1

TITLE SHEET
N 352-(C7 6,7(
No. 43032

STATE OF CALFIORNAI
EXP.3-31-26

JAN 106 STORAGE 105 LOCKERS 103 LOCKERS 116 LOBBY 101 UNISEX 102 UNISEX 117 © 2025

SWANSON
ENGINEERING, INC. S C2
GRADING PLAN - NORTH SCALE: 1" =
N 10
5 0 10 20 10'
No. 43032

STATE OF CALFIORNAI
EXP.3-31-26

MEN'S RESTROOM 104 JAN 106 STORAGE 105 UNISEX 108 STOR. 109 JAN. 113 ELEC. 115 LOCKERS 103 LOCKERS 116 LOBBY 101 OFFICE 110 WOMEN'S RESTROOM 114 CONCESSION 107 RECEPTION 111 HALLWAY 112 UNISEX 102 UNISEX 117 HALLWAY 118

R F XFMR MECHANICAL YARD
© 2025

SWANSON
ENGINEERING, INC. S C3
GRADING PLAN - SOUTH SCALE: 1" =
N 10
5 0 10 20 10'
No. 43032

STATE OF CALFIORNAI
EXP.3-31-26

© 2025 SWANSON ENGINEERING, INC. S C4
GRADING DETAILS 1 6" CURB AND GUTTER 3 4' V-GUTTER W/ 0.10' DEPRESSION C4 2 6" CONCRETE CURB 4 ACCESSIBLE DROP-DOWN CURB RAMP 5 TRUNCATED DOMES C4 C4 C4 C4 6 ACCESSIBLE PARKING STALL C4 8 ACCESSIBLE PARKING SPACE SIGN C4 9 ACCESSIBLE PARKING LOT ENTRANCE SIGN C4 7 INTERNATIONAL ACCESSIBILITY SYMBOL C4 No. 43032 STATE OF CALFIORNAI
EXP.3-31-26

MEN'S RESTROOM 104 JAN 106 STORAGE 105 UNISEX 108 STOR. 109 JAN. 113 ELEC. 115 LOCKERS 103 LOCKERS 116 LOBBY 101 OFFICE 110 WOMEN'S RESTROOM 114 CONCESSION 107 RECEPTION 111 HALLWAY 112 UNISEX 102 UNISEX 117 HALLWAY 118 R F XFMR MECHANICAL YARD SCALE: 1" =
N 20 10
0 20 40 20'
© 2025

SWANSON
ENGINEERING, INC. S C5

EROSION CONTROL PLAN
No. 43032

STATE OF CALFIORNAI
EXP.3-31-26

69'-6 5/8"

REMOVE EXISTING
AC PAVING (TYPICAL).

SEE CIVIL DRAWINGS

REMOVE AND SALVAGE

EXISTING WHEEL STOPS

FOR REINSTALLATION (TYPICAL)

REMOVE EXISTING V-GUTTER

EXISTING
TURF

EXISTING TURF

EXISTING POOL DECK

REMOVE EXISTING CONCRETE DRIVE

APPROACH AND GUTTER (TYPICAL)

SEE CIVIL DRAWINGS

EXISTING CONCRETE PAVING TO BE REMOVED (TYPICAL)

EXISTING DRIVE

APPROACH

TO REMAIN (TYPICAL)

EXISTING SIDEWALK

TO REMAIN (TYPICAL)

EXISTING

CHAINLINK
FENCE
(TYPICAL)

EXISTING POOL DECK

EXISTING POOL DECK

EXISTING SIDEWALK

TO REMAIN (TYPICAL)

EXISTING CURB

RAMP TO REMAIN

EXISTING CONCRETE PAVING TO BE REMOVED (TYPICAL)

EDGE OF EXISTING POOL DECK

UNDEVELOPED AREA

EXISTING TURF

ADJACENT PROPERTY

EXISTING

SHADE STRUCTURE

TO REMAIN

POSO AVE

N VALLEY STREET

EXISTING POOL

EQUIPMENT BUILDING

EXISTING STORAGE

EXISTING POOL EXISTING POOL

EXISTING PARKING LOT
N
A2 SCALE: 1" = 20'

SITE PLAN DEMOLITION
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-110
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596
SITE PLANDEMOLITION
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:06 PM

C4
A-501
45'-0"
11 SPACES AT 9'-0" 5 SPACES AT 9'-0" O.C.
9'-10" 20'-0"

TYPICAL
25'-7"
14 SPACES AT 9'-0" O.C. 4'-0" 14'-0" 26'-9"
18'-6" 31'-0" 20'-0" 20'-0" 30'-0" 20'-0" 20'-0" 30'-0" 20'-0" 209'-6"
16 SPACES AT 9'-0" O.C.
144'-0" 27'-0" +/-
19 SPACES AT 9'-0" O.C.
171'-0"
R 2'-10"
25'-6" 14'-0"

EQUAL EQUAL
170'-9"
7'-8"
3'-0" O.C.
3'-0" O.C.
53'-9" 9'-8" 17'-0"
41'-4"
7'-3" 89'-11 45/64" 49'-0" 19'-0"
9'-6" 9'-6"

EXISTING GATES

PROPOSED GATES

FOR SERVICE ACCESS

EXISTING GATES

EXISTING POOL DECK

EXISTING POOL EXISTING POOL

EXISTING TURF

EXISTING TURF

EXISTING TURF
4" WIDE WHITE PARKING

STRIPING (TYPICAL)

EXISTING EXISTING CURB, GUTTER, GUTTER, AND WALK (TYPICAL) (TYPICAL) CONCRETE V-GUTTER.

SEE CIVIL DRAWINGS

EXISTING CURB RAMP

EXISTING DRIVE APPROACH
AC PAVING. REFER

TO CIVIL DRAWINGS
AC PAVING. REFER

TO CIVIL DRAWINGS
STAIRS

ACCESSIBLE PARKING

SIGNAGE (TYPICAL)
RAMP
CONCRETE CURB.

SEE CIVIL DRAWINGS

EXISTING CHAINLINK FENCE

TOW-AWAY
SIGNAGE.

SEE 9/C4

EXISTING TURF

ADJACENT PROPERTY
(E) F.H.

STORAGE
YARD

ACCESSIBLE PARKING

VEHICLE
RAMP
B1
A-113
A3
A-113
A4
A-113
B4
A-113

DRIVE APPROACH

SEE CIVIL DRAWINGS
D4
A-503
18'-0" 34'-3" 15 SPACES AT 9'-0" O.C.
9'-4"
183'-9"
82'-6" 125'-0" 9'-5"
38'-6" 10'-9"
27'-4" 187'-3" 23'-6"
15'-6" 15'-6"

MECHANICAL YARD

PROPOSED

ELECTRICAL

TRANSFORMER

LOCATION
STAIRS
145
14 14
16 16
19 15

CENTERLINE OF ENTRY DOOR

EXISTING POOL

EQUIPMENT BUILDING
PARKING LOT 110 STANDARD
4 ACCESSIBLE 114 TOTAL

POSO AVE

N VALLEY STREET

PROPOSED MODULAR

AQUATIC CENTER BUILDING

TRASH ENCLOSURE

EXISTING

BUILDING

EXISTING

SHADE STRUCTURE

EXISTING
SHADE

STRUCTURE

EXISTING
SHADE

STRUCTURE
PATH OF TRAVEL (P.O.T) AS INDICATED IS A COMMON BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL. P.O.T. IS A MINIMUM OF 48" WIDE. THE SURFACE SHALL BE FIRM, STABLE, AND SLIP RESISTANT. PASSING SPACES (11B-405.5.3) AT LEAST 60" X 60" SHALL BE LOCATED NOT MORE THAN 200' APART. PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS SHALL HAVE 60" LEVEL AREAS AT INTERVALS OF 400' MAXIMUM (11B-403.7) SLOPE SHALL NOT EXCEED 2% CROSS-SLOPE AND 5% RUNNING SLOPE IN THE DIRECTION OF TRAVEL (11B401.1) SLOPES GREATER THAN 5% TO A MAXIMUM OF 8.33% SHALL BE CONSIDERED AS A RAMP (11B-405). THERE SHALL BE NO DROP-OFF OVER 4" ALONG THE EDGE OF WALK OR LANDING. P.O.T. SHALL BE MAINTAINED FREE

OF OVERHANGING OBSTRUCTIONS AND OBJECTS PROTRUDING GREATER THAN 4" FROM A WALL, BETWEEN 27" TO 80" ABOVE FINISHED GRADE.

ARCHITECT SHALL VERIFY THAT NO BARRIERS EXIST IN THE PATH OF TRAVEL.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE

DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK

NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED

WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS,

DRAWINGS AND SPECIFICATIONS INCORPORTRATED INTO THESE
CONSTRUCION DOCUMENTS. ANY NON COMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED

BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A

FIND OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING

BEYOND REASONABLE CONSTRUCION TOLERANCES, THEY SHALL BE

BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT

BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT

EXISTING STRUCTURE TO REMAIN
4" CONCRETE PAVING

PROPERTY LINE

CHAINLINK FENCE WITH VINYL SLATS

ORNAMENTAL IRON FENCE
AC PAVING. SEE CIVIL DRAWINGS

TURF (BY OWNER)

SITE LEGEND

TYPE DESCRIPTION
F.H. EXISTING FIRE HYDRANT
PROPOSED MODULAR BUILDING. SEE MODULAR BUILDING DRAWINGS N
A2 SCALE: 1" = 20'

SITE PLAN
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-112
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

SITE PLAN
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:06 PM

B3
A-501
D5
A-502
B5
A-501
D5
A-501
B5
A-502
A1
A-502
B4
A-502
A4
A-502
9'-0" 5'-0" 9'-0" 9'-0" 5'-0" 13'-0" 6" 18'-0" 6"
18'-0" TYPICAL

EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL
3'-0"
TYP.
2'-6"
2'-6"
8'-0"
1'-0"
5'-0" 26'-6"
12'-0"
1'-0" 6'-6" 6"
3'-0"
4'-4" 7'-6" 6'-3" 7'-6"
6"

EQUAL EQUAL
6'-0"
4" 8'-4" 4"
11'-0"
4'-2" 4'-2"
6"
1'-6"
1'-6"
R 2'-6"
DOWN

8.33% MAX
DOWN

8.33% MAX

TRUNCATED
DOMES. SEE
A5/A-501

8.33%
MAX 8.33%
MAX
(TYPICAL)
12" TALL WHITE

LETTERING
(TYPICAL)
4" WIDE BLUE

PARKING SPACE

STRIPING
(TYPICAL ALL

ACCESSIBLE

SPACES)
(TYPICAL)
6" CONCRETE
CURB. SEE CIVIL

DRAWINGS
(TYPICAL 4)
(VAN)

CONCRETE PAVING
(TYPICAL)

AC PAVING
CP
6" CONCRETE
CURB.

SEE CIVIL
1'-0" CONCRETE
CURB.SEE CIVIL

DRAWINGS

CENTERLINE

OF ENTRY DOOR

CONCRETE

LANDING

HANDRAIL
(TYPICAL)

CONCRETE PAVING

CONCRETE

RETAINING

WALL/SEAT

CONCRETE V-GUTTER

SEE CIVIL DRAWINGS

CONCRETE STEPS

CONCRETE

RETAINING

WALL/BENCH
BUILDING COLUMNS.

REFER TO MODULAR

BUILDING PLANS

SLOPED TURF BY OWNER

WHEEL STOPS
(TYPICAL)

HANDRAILS
(TYPICAL)

CONCRETE STEPS

GUARDRAIL (TYPICAL)

HANDRAIL
(TYPICAL)
D1
A-501
C4
A-502
B2
A-502
C2
A-502
D2
A-502
A2
A-502
5'-0"
8" 1'-0"
6'-6" 6" 8" 11'-3"
4'-4"
5'-0"

TYPICAL
6'-0" 28'-4"
12'-7"

SLOPED TURF BY OWNER

CENTERLINE OF ENTRY DOOR

BUILDING LINE
14'-6" 9'-8" 7'-0" 10'-0"
41'-2"

EQUAL EQUAL EQUAL EQUAL
10'-0"
4'-0"
HVAC UNIT.

SEE

MODULAR

BUILDING

DRAWINGS

STORAGE
YARD
CHAINLINK FENCE.

SEE D2/A-501

PROPOSED

TRANSFORMER

LOCATION
PAIR OF 4'-0"

CHAINLINK
GATES. SEE
D3/A-501
PAIR OF 4'-0"

ACCESSIBLE

CHAINLINK
GATES. SEE
D1/A-501

EXISTING

POOL DECK

SIMILAR (NO
GATES)

EXISTING POOL

MECHANICAL

BUILDING
PAIR OF 4'-0"

CHAINLINK
GATES. SEE
D3/A-501
SLOPED

TURF BY
OWNER
SLOPED

TURF BY
OWNER

CONCRETE PAVING
(TYPICAL)
4" THICK CONCRETE

MAINTENANCE RAMP
SLOPE

SEE CIVIL

DRAWINGS
D1
A-501
D1
A-501
D1
A-501
D1
A-501
7'-6"
6'-2"
5'-0" 13'-9" 7'-6"

PROPOSED

MODULAR

BUILDING
A1
A-502
B3
A-501
C1
A-501
5'-6" 16'-0" 5'-6"
27'-0"
8'-0" 8'-0"
6" CONCRETE CURB

TRASH ENCLOSURE
GATES

CONCRETE PAVING
4" WIDE WHITE PARKING

STRIPING (TYPICAL)

AC PAVING

CONCRETE
PAVING
4'-0" 4'-6" 9'-6" 9'-6"
2'-0" R

TYPICAL

CMU WALL
B5
A-502
8'-0"
1'-0" 4" 8'-0" 4" 1'-0"
10'-8"

CHAINLINK
FENCE. SEE
D2/A-501

CHAINLINK
GATES. SEE
D3/A-501

EXISTING

CHAINLINK
FENCE

EXISTING
TURF
(SIMILAR)

CONCRETE PAVING

CONCRETE PAVING

EXISTING
SHADE

STRUCTURE

CONCRETE PAVING

CONCRETE

RETAINING

WALL/SEAT

CONCRETE

RETAINING

WALL/SEAT

HANDRAILS
(TYPICAL)

CONCRETE STEPS

BUILDING
LINE
D1
A-501
D5
A-502

EXISTING STRUCTURE TO REMAIN
4" CONCRETE PAVING
AC PAVING. SEE CIVIL DRAWINGS

TURF (BY OWNER)

SITE LEGEND

TYPE DESCRIPTION
PROPOSED MODULAR BUILDING. SEE MODULAR BUILDING DRAWINGS B3
A-501
1'-6"
20'-0"
TYPICAL 2'-3"
9'-0"
(TYPICAL)
4" WIDE WHITE

PARKING

STRIPING
(TYPICAL)
B1 SCALE: 1/8" = 1'-0"

SITE PLAN ENLARGED-PARKING
A3 SCALE: 1/8" = 1'-0"
SITE PLAN ENLARGED-MECH. YARD
A4 SCALE: 1/8" = 1'-0"

SITE PLAN ENLARGED-TRASH ENCLOSURE
B4 SCALE: 1/8" = 1'-0"

SITE PLAN ENLARGED-STAIRS
A1 SCALE: 1/8" = 1'-0"

SITE PLAN ENLARGED-PARKING
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-113
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

SITE PLAN -

ENLARGED
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:06 PM

2'-2" +/- 7 EQUAL
AT 10'-0"
2 EQUAL
AT 4'-4"
2 EQUAL
AT 9'-7"
6'-0" 3 EQUAL
AT 9'-5"
6'-0"
1'-0"
6'-6"
5 EQUAL AT 7'-8"
2 EQUAL
AT 4'-8"
2 EQUAL AT 6'-0"
5'-8" 5'-8"
4 EQUAL
AT 4'-6"
4 EQUAL
AT 4'-7"
6'-6" 4 EQUAL
AT 10'-0"
9'-4" 2 EQUAL
AT 4'-10"
2 EQUAL AT 8'-6"
2 EQUAL
AT 6'-9"
4'-6" 4 EQUAL AT 8'-0"
2'-6" 7'-4" 7'-4" 2 EQUAL AT 8'-6"
5'-0" 2 EQUAL
AT 8'-0"
5'-0"
4'-0" 9'-6" 9'-6"
2 EQUAL
AT 8'-1"
8'-10" 5'-0"

ADJACENT PROPERTY

EXISTING SHADE

STRUCTURE
3 EQUAL AT 9'-2" 2 EQUAL AT 7'-8"
8"
1'-0"
2 EQUAL
AT 4'-4" 1'-0"
5'-0" 26 EQUAL AT 5'-0" 9'-6"
3 EQUAL AT 5'-6"
2 EQUAL
AT 10'-0"
5'-0"

PROPOSED MODULAR BUILDING

EXPANSION JOINT

CONTROL JOINT

CONCRETE JOINT LEGEND

TYPE DESCRIPTION
A1 SCALE: 1" = 10'

SITE PLAN-CONCRETE JOINTS
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-114
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

SITE PLAN -

CONCRETE JOINTS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:06 PM

C5
A-503
A5
A-503
3'-0"
6'-0"
1'-1" 2'-0 3/4" 2'-0 3/4" 9 1/2"
4"
16'-0"
8'-0" 8'-0"
18 GAUGE AEP-SPAN MINI-V-BEAM METAL
ROOF DECKING. ATTACH PANELS TOP &
BOTTOM AT 16" O.C. AND AT 24" O.C. AT MIDSPAN. MECHANICALLY ATTACH TO FRAME AT EVERY FLUTE.

SLIDING BOLT CATCH
TS 6x3x1/4"
6" CONCRETE FILLED PIPE
TS 4x3x3x 3/16"

GATE HINGE TYPICAL
4"x14"x1" DIAMETER STEEL PLATE FOR CANE BOLT. WELD TO
STEEL ANGLE AT 2 SIDES.

CANE BOLT: STANLEY #1010 STEEL 18" 1 PER GATE.

WELD TO STEEL PLATE ON GATE TYPICAL.

BORE CONCRETE PAVEMENT 4" TO RECIEVE CANE BOLTS

CLEAN, PRIME AND PAINT ALL
STEEL. COLOR BY ARCHITECT 2x2 GALVANIZED STEEL ANGLE.

PRIME AND PAINT TYPICAL

TYPICAL
A5
A-503
3/4"x6" GALVANIZED BOLTS, WASHER & NUT.

SET INTO CMU 24" O.C. & 6" FROM END
6'-0"
6"
9'-6" 2"
3'-6"
1'-6"
3"
6"
1'-0" 6" 2'-4" 6" 6" 1'-0"
6'-0"
9 1/2" 2'-0 3/4" 2'-0 3/4" 1'-1"
8"x8"x16" CONCRETE PRECISION BLOCK WITH
2" CONCRETE MASONRY UNIT CAP
SLOPE = 1/8 : 12
2X8 REDWOOD BUMPER
NO. 4 REBAR AT 32" O.C.
#4 AT 24" O.C.

GATE POST:
6" DIAMETER STANDARD PIPE FILLED WITH
CONCRETE. PROVIDE DOME SHAPED CONCRETE
CAP
6x6 - 10/10 WWM IN

CENTER OF SLAB
4" CONCRETE SLAB

OVER COMPACTED
GRADE
#4 VERTICAL & HORIZONTAL AT 16" O.C.

SOLID GROUT FILL ALL CELLS
18" DIAMETER

CONCRETE FOOTING
WITH CAGE OF #4
HOOPS AT 18" O.C. AND
FOUR (4) #4 REBAR

VERTICAL AT EACH
PIPE
#4 STEEL REINFORCEMENT

TOP AND BOTTOM TYPICAL
EASE EDGE 1/2"
E5
A503
CONCRETE APRON:
6x6 - 10/10 WWM IN

CENTER OF SLAB

EXISTING AC
PAVING

CONCRETE CURB

CONCRETE MOW
STRIP
1'-0"

PARKING
ONLY
VAN

ACCESSIBLE

REFLECTERIZED WHITE

FIGURE ON BLUE

BACKGROUND (BLUE
#15090 FEDERAL
STANDARD 595 C)

PORCELAIN PAINT
LETTERS TO BE 1" HIGH

MINIMUM, TYPICAL
+ 6'-8"

DRIVE ON CAP
2 3/8" O.D. SCHEDULE 40

GALVANIZED POLE SEE
DETAILS C1 & D1, SHEET
A-502

MINIMUM
FINE $250
ATTACH SIGN WITH 5/16"

CARRIAGE BOLTS

PARKING
ONLY

MINIMUM
FINE $250
NOTE:

SIGNS SHALL BE 16 GAUGE

GALVANIZED STEEL
A B
1'-0"
2'-0"
2'-0"
1'-0"
1/3
DEPTH

NEW CONCRETE WALK SEE PLAN

DEEP TOOLED CONTROL JOINT MAX SPACING IS
TO BE 10'-0" TYPICAL UNLESS OTHERWISE

NOTED ON PLAN
EXPANSION JOINT MAX SPACING IS TO BE 20'-0"

TYPICAL UNLESS OTHERWISE NOTED ON PLAN

EXISTING CONCRETE WALK

WHERE OCCURS-SEE PLAN
ALL EXTERIOR CONCRETE IS TO HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI AND A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. STEEL TROWEL CAP PRIOR TO BROOM FINISH 1/8" WIDE TOOLED CONTROL JOINT TO
BE 1/3 DEPTH OF SLAB TYPICAL. ALL
CONTROL JOINTS ARE TO HAVE 3/16"

RADIUS TOOLED EDGES, OR SAWCUT

WITH THIN KERFING BLADE

ASPHALT IMPREGNATED EXPANSION
JOINT WITH A REMOVABLE CAP. FILL

TOP WITH A TWO PART POLYURETHANE

JOINT SEALANT PER SPECS TYPICAL
18" #3 REBAR DOWEL SET IN EPOXY WITH 6"
EMBEDMENT 18" O.C. (MATCH SLAB BAR SPACING)
USE SIMPSON SET XP EPOXY ADHESIVE (ESR-2508)
PER MANUFACTURES INSTRUCTIONS.

TYPICAL EXPANSION JOINT

AS SHOWN ABOVE WITH

FLUSH TRANSITION TYPICAL

GREASE THIS SIDE
2" A.C.PAVING OVER
4" AGGREGATE BASE
MINIMUM. MATCH

EXISTING

CONCRETE WALK
NOTE:

1. CLASS 'B' CONCRETE (5 SACK)

2. EXPANSION JOINTS AT 30' O.C.

3. WEAKENED PLANE JOINTS AT 15' O.C.

4. POUR ON COMPACTED SUBGRADE
1/2" R

CONCRETE CURB
(LANDSCAPING
WHERE OCCURS) 1'-0"
6"
6"
8"
20'-0" O.C. MAXIMUM SPACING
TOOLED WITH 3/16" THICK

GROOVE BLADE
1" MINIMUM DEEP x 1/4"

MAXIMUM RADIUS TOOLED
JOINT

DEEP TOOLED CONTROL JOINT

EXPANSION JOINT
6'-0" O.C. MAXIMUN SPACING
4" CONCRETE SLAB TYPICAL
EXPANSION JOINT 1/2" MAXIMUM

WITH SNAP CAP - REFER TO

SPECIFICATIONS

SELF LEVELING JOINT SEALANT

SEE PLAN FOR WIDTH
1 1/2"

USE DOBIE SETTING
BLOCKS
8"
8"

FLUSH TRANSITIONS
4" CONCRETE WALK WITH
8"X8" SHOVEL FOOTINGS

EXISTING WALK OR
A.C.PAVING WHERE OCCURS

FORM WITH
2X6 TYPICAL
#3 AT 24" O.C. EACH WAY
(DISCONTINUOUS AT EJ)
CJ
EJ
#3 x 3'-0" AT 24" O.C. GREASE

OR WRAP ONE SIDE
3'-0"
3'-0"

GRID SHOWN FOR

PROPORTIONS OF

SYMBOL SIZES

WHITE FIGURE ON BLUE

BACKGROUND,
BLUE #15090 FEDERAL
STANDARD 595 C
3" WHITE BORDER

0.9 DIA. TYP.

MANUFACTURED
TILES

SEE MANUFACTURES CUT SHEETS FOR ALL

INSTALLATION PROCEDURES
A.C. PAVING

IN LINE TRUNCATED DOMES

RECESS CONCRETE AS REQUIRED

TO INSURE FLUSH TRANSITION

CONCRETE WALK

FLUSH TRANSITION
NOTE:

CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH BOTTOM 36" OF THE RAMP. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE 6" FROM THE GUTTER FLOWLINE

RAISED TRUNCATED DOME

SLIP RESISTANT

TEXTURED SURFACES

AND YELLOW COLOR PER
CBC 11B-705.1.1.3.1

CONCRETE
CURB

DIRECT EMBED

WET SET TILES

0.45"-0.47"

0.90"-0.92"

0.20"

0.2 2.30"-2.40"
TYP.

2.30"-2.40"
TYP.
4" MIN
CL
3"
1/4"
8'-0" MAXIMUM 2'-3" TYPICAL
36" AT GATE, CORNER &

TERMINAL POSTS
4"
LINE POST 2 3/8" SCHEDULE 40

HOT-DIP GALVANIZED WITH HEAVY
WEIGHT TIES AT 12" O.C. TERMINAL
AND GATE POST 3" SCHEDULE 40
HOT-DIP GALVANIZED ASTM A120.

TOP RAIL 1 1/4" MINIMUM
SCHEDULE 40 HOT-DIP

GALVANIZED

HOT-DIP GALVANIZED HEAVY

WEIGHT STEEL DOME CAPS

TYPICAL
A.C. PAVING OR

CONCRETE WALK

WHERE OCCURS, SEE
SITE PLAN.
18" X 4" WIDE

CONCRETE MOW

STRIP WHERE
OCCURS.
9 GAUGE x 2" GALVANIZED

STEEL FABRIC W/ITH

KNUCKLE-KNUCKLE TOP &
BOTTOM.

CLEAN COLD JOINT

NATURAL GRADE OR

COMPACTED FILL

CONCRETE

STRENGTH TO BE
3000 PSI TYPICAL

FINISH GRADE

BOTTOM RAIL

STEEL TROWEL THEN LIGHT

BROOM FINISH, SLOPE TO

DRAIN AWAY FROM POST
10" AT LINE POST
12"+PIPE DIAMETER AT

GATE/CORNER/TERMINAL POST
3" 10"
34"-36"

SEE ENLARGED SITE PLAN
(4) HINGES AT EACH POST

CAVITIES CREATED BY KICK PLATE

SHALL BE CAPPED

TYPICAL
(4) HINGES AT EACH POST
LEVER
HARDWARE.

PANIC

HARDWARE
ON

OPPOSITE
SIDE

EDGE OF MODULAR BUILDING
1 1/4" DIAMETER
FRAME
(ASTM F1083)

REGULAR

STRENGTH
SCHEDULE 40
PIPE Fy= 30KSI.

WELD TO

LINE POST
+7'-0"

TYPICAL
48"
6"
6"
PROVIDE BUMPERS WHERE NOTED ON SITE PLAN PAINT DISABLED BLUE, #15090 FED STDS 595A AT DISABLED STALLS - TYPICAL

MASTIC ADHESIVE BLOCK

TO PAVING CLEAN/PREP

PRIOR TO INSTALLATION

EXISTING AC PAVING OVER BASE

PREMANUFACTURED

CONCRETE WHEEL STOP

SECTION
NOTE:

ELEVATION
1/2" ROD x 30" LONG AT
EACH END. DRIVE INTO

GROUND (TYPICAL)
1/2" ROD x 30" LONG - 24"

EMBEDMENT (TYPICAL)
SEE ENLARGED SITE PLAN 10'-0" O.C. MAX.
3"
1 5/8" DIAMETER TOP-RAIL (TYPICAL)
FOLD OVER KNUCKLE WITH TIES AT 12"
O.C. (TOP AND BOTTOM, TYPICAL)
GALVANIZED LINE POST WITH TIES AT 24"
O.C. (TYPICAL)
1 5/8" DIAMETER BRACE RAIL AT CORNER
AND ENDS.
3/8" DIA. GALVANIZED ENDS WITH TURN
BUCKLE. ROD BRACING AT FENCE.
(TYPICAL)
1/4" x 3/4" STRETCHER BAR WITH BANDS
AT 12" O.C.

GALVANIZED END/CORNER POST WITH TIE AT 24"
O.C. (TYPICAL). SEE GATE POST SCHEDULE IN

SPECIFICATIONS
+7'-0"

TYPICAL

LATCH FOR PADLOCK

CANE BOLTS
3/8" TIE RODS WITH WELDED CLIPS

AND TURN BUCKLES

GATE POST, LINE POST AND FOOTINGS PER SPECS

TYPICAL

TYPICAL

TYPICAL
C3
A501
8'-0"
10'-0" O.C. MAX.
1/4" x 3/4" STRETCHER

BAR WITH BANDS AT
12" O.C.
1 5/8" DIAMETER

MINIMUM SCHEDULE
40 GALVANIZED

TOP-RAIL (TYPICAL)
FOLD OVER KNUCKLEKNUCKLE W/ TIES AT 12"
O.C. TOP AND BOTTOM

GATE FRAME TO BE

CONSTRUCTED OF
2" SCHEDULE 40

HOT-DIP

GALVANIZED

MESH WITH MINIMUM
80% OPENING
3/8" DIA. GALVANIZED

ROD BRACING AT FENCE

ENDS WITH TURN

BUCKLE (TYPICAL)
1 5/8" DIAMETER

BRACE RAIL AT
CORNER & ENDS.
+7'-0"

TYPICAL
(E) CONCRETE WALK

COMPACTED FILL

SEE PLAN FOR WIDTH

FLUSH TRANSITION

TO EXISTING WALK

WITH TOOLED EDGES

EXISTING
GRADE
DRILL 1/2" DIAMETER HOLES x 6" AT 24" O.C.

IN EXISTING CONCRETE WALK
#4 DOWELS x 18" LONG

DRILL INTO
(E) WALK.
1'-0" 6"
6" MINIMUM
VARIES
4"
C1 SCALE: 1/2" = 1'-0"

TRASH ENCLOSURE GATES
A1 SCALE: 3/4" = 1'-0"

TRASH ENCLOSURE SECTION
D5 SCALE: 1 1/2"= 1'-0"

PARKING SIGNAGE
A4 SCALE: 1" = 1'-0"

CONCRETE JOINTS
A3 SCALE: 1 1/2"= 1'-0"

CONCRETE CURB
B4 SCALE: 1" = 1'-0"

CONCRETE WALK
B5 SCALE: 1/8" = 1'-0"

ACCESS SYMBOL
A5 SCALE: 1/8" = 1'-0"

TRUNCATED DOMES
C3 SCALE: 1 1/2"= 1'-0"

CHAINLINK FENCE FOOTING
D1 SCALE: 1/2" = 1'-0"

DOUBLE GATE ACCESSIBLE
B3 SCALE: 1/8" = 1'-0"

WHEEL STOP
D3 SCALE: 1/2" = 1'-0"

CHAINLINK GATES
D2 SCALE: 1/2" = 1'-0"

CHAINLINK FENCE PANEL
C4 SCALE: 3/4" = 1'-0"

CONC WALK TO (E) WALK
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-501
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

SITE DETAILS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:06 PM 1 5/6/25 BID SET

6" 1'-2"
1'-3" 6"
8"

TYPICAL
6" 1'-3"
1/2" 6"
3"
4"
1/2" 1/2"
1 1/2" PIPE RAIL
(WHERE OCCURS)

CHAMFERED EDGE

NON-METALLIC

NON-SHRINK
GROUT
#4 HORIZONTAL
#4 VERTICAL AT 18" O.C.
#4 DOWELS AT 18" O.C.

CONCRETE WALK

CONCRETE WALK

PREFORMED OR

CORED DRILLED POST
1'-0"
TREAD
WIDTH
1'-0"
1'-0"
1'-6" 2'-10"
1'-0"
1'-0"
1'-0"
1'-0"
2'-10"
5"
8"
4"
4"
1/2"
6"
1/2" 1/2"
6"

AMERICAN SAEFTY

TREAD NOSING
#FA-211D (TYPICAL

EACH STAIR NOSING)
#4 DOWELS
AT 18" O.C.

PREFORMED OR CORED DRILLED POST

SET IN NON-METALLIC, NON-SHRINK GROUT
#4 HORIZONTAL

EACH STEP WITH
1" CLEARANCE
(TYPICAL)
#4 BARS AT 18" O.C.
1 1/2" PIPE
RAIL. SEE

SPECIFICATIONS

CONCRETE SLAB

THICKENED EDGE

CONCRETE STEPS
3"
6"

TYPICAL
2'-0"
1/2" 6"

EQUAL EQUAL
1/2" 1/2"

CHAMFERED

EDGE (TYPICAL

BOTH SIDES)

CONCRETE RETAINING
WALL

CONCRETE RAMP
#4 BARS TOP AND BOTTOM
#4 BARS DOWELS AT 18" O.C.
1 1/2" PIPE RAIL
(WHERE OCCURS)

NON-METALLIC

NON-SHRINK
GROUT

PREFORMED OR

CORED DRILLED POST
1'-0" EQUAL EQUAL EQUAL
4'-0" MAX
2'-10" 2'-10" 6"
1'-0" 1'-6"
2'-10"
4"
1'-0"
1 1/2" DIAMETER SCHEDULE
40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

CONCRETE CURB

CONCRETE RAMP
1'-10" 1'-0"
2'-10"
2'-10"

EQUAL EQUAL EQUAL
4'-0" MAX
4"
1 1/2" DIAMETER SCHEDULE
40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

RAMP LANDING BEYOND

CONCRETE RETAINING WALL INDICATED BY DASHED LINE

TOP OF FINISH CONCRETE

LINE OF BUILDING
2'-10"
EQUAL EQUAL EQUAL 1'-0"
4'-0" MAX
1'-0"

EQUAL EQUAL EQUAL
4'-0" MAX
2'-10"
4" 1'-6" 1'-0"
4" 1'-6" 1'-0"
1 1/2" DIAMETER SCHEDULE
40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

CONCRETE RETAINING WALL
2'-10"
1'-0" EQUAL EQUAL EQUAL
4'-0" MAX
1'-0"
4" 1'-6" 1'-0"
1 1/2" DIAMETER SCHEDULE
40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS
2'-9"
1'-0" 1'-9"
2'-0"
3"
3'-0"
#4 HORIZONTAL
#4 VERTICAL AT 18" O.C.
#4 DOWELS AT 18" O.C.

EASE EDGES

TYPICAL BOTH SIDES

CONCRETE WALK
A1
A-502 A1
A-502
-2'-0"

BASEMENT/FOUNDATION
±0"

FIRST FLOOR
8" 5'-0" 8" 8" 5'-0" 8"

SIMILAR SIMILAR
1 1/2" DIAMETER SCHEDULE
40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

SIMILAR

ACCESSIBLE PARKING SIGNAGE

IN BACKGROUND
A1
A-502
#12 TAMPER

RESISTANT SCREW

2.496 I.D. SCHEDULE 40

GALVANIZED STEEL PIPE
SLEEVE. INSTALL 6" LONG x
1/2" DIAMETER GALVANIZED

STEEL ROD OR ALL THREAD

SUPPORT THROUGH PIPE
1" PVC PIPE. ALLOW TO
DRAIN INTO GRAVEL.
3/4" GRAVEL
2 3/8" O.D. SCHEDULE 40

GALVANIZED PIPE

CONCRETE PAVING
1'-0" WIDE
CONCRETE CURB.

EASE EDGES

SLOPED TURF
1'-0" 6"
6" 3"
6"
1'-0"
6" 6"
1'-6"
#12 TAMPER

RESISTANT SCREW

2.496 I.D. SCHEDULE 40

GALVANIZED STEEL PIPE
SLEEVE. INSTALL 6" LONG x
1/2" DIAMETER GALVANIZED

STEEL ROD OR ALL THREAD

SUPPORT THROUGH PIPE
1" PVC PIPE. ALLOW TO
DRAIN INTO GRAVEL.
3/4" GRAVEL
2 3/8" O.D. SCHEDULE 40

GALVANIZED PIPE

CONCRETE PAVING

AT ACCESS RAMP
1'-0" WIDE
CONCRETE CURB.

EASE EDGES

SLOPED TURF
1'-6" 1'-6" 6"
6" 3"
1'-0"
1'-0"
6" 6"

EQUAL EQUAL EQUAL EQUAL EQUAL
4'-0" MAX
2'-10"
4" 1'-6" 1'-0"
1 1/2" DIAMETER SCHEDULE
40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS
TOP OF
FINISH

CONCRETE
A1 SCALE: 1" = 1'-0"

RETAINING WALL
B5 SCALE: 3/4" = 1'-0"

CONCRETE STAIRS
B4 SCALE: 1" = 1'-0"

CONCRETE CURB
C4 SCALE: 1/2" = 1'-0"
RAMP ELEVATION 1
B2 SCALE: 1/2" = 1'-0"
RAMP ELEVATION 2
D2 SCALE: 1/2" = 1'-0"
RAMP ELEVATION 3
C2 SCALE: 1/2" = 1'-0"
RAMP ELEVATION 4
D5 SCALE: 1" = 1'-0"

CONCRETE BENCH
A4 SCALE: 1/2" = 1'-0"

RAMP SECTION
D1 SCALE: 1" = 1'-0"
SIGN POST 1
C1 SCALE: 1" = 1'-0"
SIGN POST 2
A2 SCALE: 1/2" = 1'-0"
RAMP ELEVATION 5
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-502
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

SITE DETAILS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:07 PM 1 5/6/25 BID SET

2'-6"
1'-3" 1'-3"
1'-3"
1"
1'-2"
1/2"
1'-9 1/2"
45°
TYP
18 GAUGE AEP-SPAN MINI-V-BEAM METAL
ROOF DECKING. ATTACH PANELS TOP &
BOTTOM AT 16" O.C. AND AT 24" O.C. AT MIDSPAN. MECHANICALLY ATTACH TO FRAME AT EVERY FLUTE. COLOR BY ARCHITECT
3/4" DIAMETER

GALVANIZED STEEL BAR
WITH 4" HANDLE
1" I.D. x 2" LONG GALVANIZED
PIPE SLEEVE. WELD TO STEEL
PLATE. TYPICAL OF 4. PRIME AND
PAINT
1/2"
RADIUS

TYPICAL

PADLOCK
HASP
1/4" GALVANIZED STEEL

PLATE WELDED TO
ANGLE. PRIME AND
PAINT
1"
1/4"
1/4"
TS 4x3x3x3/16
18 GAUGE AEP-SPAN MINI-V-BEAM
METAL ROOF DECKING. ATTACH
PANELS TOP & BOTTOM AT 16" O.C.

AND AT 24" O.C. AT MID-SPAN.

MECHANICALLY ATTACH TO FRAME

AT EVERY FLUTE

POSITION STOP BAR AND

ASSOCIATE BLOCKS RO

ALLOW GATE TO SWING OUT
105 DEGREES

STOP BAR

STOP BAR BLOCK

WELDED TO

STATIONARY PIPE

TYPICAL
6" DIAMETER

STANDARD PIPE

FILLED WITH

CONCRETE
8" DIAMETER

DOUBLE EXTRA

STRONG PIPE

STOP BAR
6" DIAMETER STANDARD

PIPE FILLED WITH

CONCRETE

THIS SECTION OF

PIPE NOT TO BE

WELDED TO

VERTICAL POST

ZERK GREASE

FITTING
TS 4x3x1/4" OFFSET SECTION CUT

TO MATCH RADIUS OF HINGE
TS 4x3x3/16"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
TYP
TYP
1/4" END PLATE
1/8" DRILLED

HOLE TYPICAL
1/4"
TS 4x3x3/16"
TYP
8" DIAMETER
DOUBLE
EXTRA

STRONG PIPE

METAL ROOF

DECKING SIDING
2x2 GALVANIZED STEEL ANGLE.

PRIME AND PAINT TYPICAL
B3
A-501
1'-6"
20'-0"
TYPICAL 2'-3"
9'-0"
(TYPICAL)
4" WIDE WHITE

PARKING

STRIPING
(TYPICAL)
C5 SCALE: 1' = 1'-0"

GATE LATCH
A5 SCALE: 1' = 1'-0"

GATE HINGE
D4 SCALE: 3/16" = 1'-0"

TYPICAL PARKING
JEANINE S. BERTOLACCINI, AIA
ARCHITECT C-35596
JOSEPH E. ZASOSKI, AIA
ARCHITECT C-36742
MANUEL MALDONADO JR., AIA
ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER
JOB NUMBER:
2361.00
CAD DRAWING FILE:
2361 COS Aquatic Center-Modular CD27
DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS
SHEET ARE THE PROPERTY OF THE ARCHITECT.

COPYRIGHT 2025

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING
AT
269 POSO AVE
SHAFTER, CA 93263
FOR:

MARK DATE DESCRIPTION
A-503
OCTOBER 31, 2025
JEANINE S.

BERTOLACCINI
C-35596

SITE DETAILS
PATH/NAME: BIMcloud: oma - BIMcloud Software as a Service/Shafter/2361 COS Aquatic Center-Modular CD27PLOT DATE: 5/7/2025PLOT TIME: 1:07 PM 1 5/6/25 BID SET

PUBLIC HEARINGS

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: Carol Chavolla, HR Director
SUBJECT: STATUS OF VACANCIES, RECRUITMENT, AND RETENTION EFFORTS IN ACCORDANCE WITH ASSEMBLY BILL (AB) 2561
(CALIFORNIA GOVERNMENT CODE SECTION 3502.3)

RECOMMENDATION
Council find action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines; hold a public hearing to discuss the status of vacancies, recruitment, and retention efforts in accordance with AB 2561 (Government Code Section 3502.3); and receive and file the report.

BACKGROUND
Assembly Bill 2561, effective January 1, 2025, added Government Code Section 3502.3 to the Meyers-Milias-Brown Act. This legislation requires all local public agencies to hold an annual public hearing before the adoption of the City budget to report on:
• The status of job vacancies;
• Recruitment and retention efforts; and
• Any necessary changes to policies, procedures, or practices that impact the agency’s ability to fill positions.

Additionally, recognized employee organizations must be allowed to make a presentation during this hearing. In cases where the vacancy rate within a single bargaining unit is 20% or higher, and a request is made by the employee organization, the agency is required to provide the following information at the hearing:

1. The total number of job vacancies within the bargaining unit;

2. The total number of applicants for vacant positions within the bargaining unit;

3. The average number of days to complete the hiring process from when a position is posted; and

4. Opportunities to improve compensation and other working conditions.

As of May 1, 2025, City staff report the following vacancy data:

Shafter Public Works
Unit, SEIU Local 521
Shafter Police Officers
Association (SPOA)
Non-Represented

STATUS OF VACANCIES, RECRUITMENT, AND RETENTION EFFORTS IN ACCORDANCE WITH ASSEMBLY BILL (AB) 2561 (CALIFORNIA GOVERNMENT CODE SECTION 3502.3) - 2 -
Full-time Positions: 24 Full-time Positions: 47 Full-time Positions: 66 Vacant Positions: 0 Vacant Positions: 5 Vacant Positions: 4 Rate: 0% Rate: 10.64% Rate: 6.06%
The City’s vacancy rate within each bargaining unit is below 20%. Therefore, the additional data reporting requirements do not apply to this public hearing.

VACANCIES
The following is the status of the City’s vacancies as of May 1, 2025:

Shafter Public Works Unit, SEIU Local 521:
• No Vacancies
Shater Police Officers Association:
• Police Dispatcher – One (1) Vacancy
o Vacant since April 26, 2025, as a result of a promotion o Recruitment open from April 25, 2025, through May 9, 2025 o Written Exam and Interview dates to be determined
• Police Officer – Four (4) Vacancies
o Open continuously
o One (1) Lateral and three (3) Trainees in the background process Non-Represented:
• Administrative Analyst I (Economic Development) – One (1) Vacancy o Left vacant to allow new department head to assess workload and staffing needs
o Recruitment open from April 10, 2025, through April 24, 2025 o Interviews scheduled for May 28, 2025
o An eligibility list shall be established, and the highest-ranking candidate shall receive a conditional offer of employment
• Building Inspector I – One (1) Vacancy
o Vacant since February 4, 2025, as a result of a resignation o Recruitment open from February 6, 2025, through April 6, 2025 ▪ Lengthy recruitment period due to a lack of qualified candidates o Interviews held on April 23, 2025
o An eligibility list was established
▪ A conditional offer was made to the highest-ranking candidate, currently pending the background clearances
• Finance Analyst I/II – One (1) Vacancy
o Vacant since March 28, 2025, as a result of a termination o Recruitment open from April 2, 2025, through April 16, 2025

STATUS OF VACANCIES, RECRUITMENT, AND RETENTION EFFORTS IN ACCORDANCE WITH ASSEMBLY BILL (AB) 2561 (CALIFORNIA GOVERNMENT CODE SECTION 3502.3) - 3 -
o Interviews held on April 30, 2025
o An eligibility list was established
▪ A conditional offer was made to the highest-ranking candidate, currently pending the background clearances
• Police Lieutenant – One (1) Vacancy
o Left vacant to allow new Police Chief to assess workload and staffing needs
o Recruitment open from March 28, 2025, through April 24, 2025 o Interviews scheduled for May 21, 2025
o A promotional eligibility list shall be established, and the highest-ranking candidate shall be promoted.

RECRUITMENT
The City is an Equal Opportunity Employer. All recruitment and selection activities are conducted in accordance with the City’s Personnel System Rules and applicable Equal Employment Opportunity laws. The Human Resources Department has delegated authority to oversee, coordinate, and ensure compliance with all procedural and legal requirements related to the hiring process, which includes the following:
• Tracking all authorized positions and vacancies and collaborating with departments to ensure critical vacancies are addressed in a timely and strategic manner.
• Ensuring job announcements clearly outline duties, qualifications, salary, and application instructions.
• Promoting internal promotional opportunities when appropriate to support career development and retention.
• Advertising positions publicly with inclusive, non-discriminatory language to support an open and competitive recruitment process.
• Accepting and reviewing only complete applications received by the filing deadline.
• Screening applicants solely based on job-related qualifications and disqualifying ineligible candidates.
• Providing reasonable accommodations for applicants with disabilities during the recruitment process, in accordance with the Americans with Disabilities Act (ADA).
• Administering a fair and job-related examination process, which may include written, oral, performance, or other selection methods. • Ensuring interview panels are trained to conduct unbiased evaluations and maintain confidentiality throughout the selection process. • Scoring all examinations objectively and establishing an eligibility list based on candidates’ final ratings.
• Extending a conditional offer of employment after selection, pending successful completion of all pre-employment requirements such as background checks, reference verification, and medical clearances.
• Issuing a formal offer of employment once all conditions are satisfied, confirming job title, salary, start date, and official appointment details.

STATUS OF VACANCIES, RECRUITMENT, AND RETENTION EFFORTS IN ACCORDANCE WITH ASSEMBLY BILL (AB) 2561 (CALIFORNIA GOVERNMENT CODE SECTION 3502.3) - 4 -
• Documenting all recruitment efforts to demonstrate fairness, transparency, and compliance with EEO and legal requirements.

RETENTION
The City offers a competitive compensation package that includes the following:
• Competitive base salary
• CalPERS Retirement Plan
• Medical, Dental & Vision Insurance (Base Plans 100% City Paid) • Medical Opt-out Incentive: $353 Monthly (must provide proof of health coverage) • Life Insurance (100% City Paid)
• Vacation: 10 days to start to 25 days max
• Holidays: 10 days fixed and two floating
• Sick Leave: 96 hours annually
• Management Leave: 40 hours annually, depending on classifications • Alternative work schedules, depending on classifications • Uniform and Equipment Allowance: Depending on classifications (Sworn:
$1,500; Non-Sworn: $575/$950)
• Boot/Jacket Voucher/Reimbursement: Up to $300 annually, depending on classifications
• City-issued phones or cell phone allowance ($100 monthly, depending on classifications)
• Spanish Bilingual Incentive: Depending on classifications (5% SPOA; $120 Monthly SEIU and Non-Rep)
• POST Incentives: Intermediate 5%; Advanced 5%; Supervisor 2.5% • Certification Incentive: up to 5% for SEIU and Non-Represented classifications • Education Incentive: SPOA classifications only, 60+ units or AA 2.5%; Bachelor 5%
• Tuition Reimbursement: $3,000 annually
• Longevity: 10% over 20 years
• Shift Differential: SPOA classifications only, $1.50 an hour for night shift • Specialty Pay: SPOA classifications only (Canine Handler, 2.5%; Traffic Detail,

3.5%; Detective Premium, 3.5%)
• Training Officer Pay: 5% for Police Officers providing field training • Take Home Vehicle Program (SPOA); Assigned City Vehicles (SEIU & NonRep); Vehicle Allowance $250-$400 monthly for upper management classifications
• Bereavement Leave: Five days (three days City paid, two days sick, vacation, or CTO)
• Employee Assistance Program
• IRS Section 125 Tax Deferred Flexible Spending Account – Voluntary • IRS Section 457 Tax Deferred Retirement Plan – Voluntary

CHALLENGES
City staff have not posed any challenges filling vacancies for SEIU and NonPage 191 of 224

STATUS OF VACANCIES, RECRUITMENT, AND RETENTION EFFORTS IN ACCORDANCE WITH ASSEMBLY BILL (AB) 2561 (CALIFORNIA GOVERNMENT CODE SECTION 3502.3) - 5 -
Represented classifications. However, the recruitment and retention of qualified Police Officers continues to present challenges both statewide and nationally. Law enforcement agencies are experiencing reduced applicant pools due to various factors, including increased public scrutiny, competitive labor markets, more extensive background and psychological screening requirements, and evolving generational career preferences that place less emphasis on public safety careers. These conditions have led many jurisdictions to struggle with persistent vacancies and staffing shortages.

Despite these industry-wide challenges, the City has successfully maintained a low vacancy rate within its Police Department. In the 24/25 fiscal year, the department had 19 authorized Police Officer positions. In recognition of community growth and service demands, the City Council approved seven additional positions for the 25/26 fiscal year, bringing the total to 26 authorized positions, with four vacancies remaining as of May 1, 2025.

Human Resources and Police Department staff have implemented proactive recruitment strategies to remain competitive in the law enforcement labor market, including academy sponsorships, lateral hiring opportunities, and targeted outreach. As a result, the City has been able to fill most positions in a timely manner, ensuring minimal disruption to public safety services and preserving strong community engagement.

Human Resources staff continuously monitor and evaluate the City’s ability to fill vacancies in a timely and efficient manner. At this time, no changes to existing policies, procedures, or practices are necessary, as vacancy rates remain low, and recruitment efforts have been effective in meeting operational needs.

FISCAL IMPACT
There is no fiscal impact associated with this status update.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines because the action is an organizational and administrative activity that will not result in direct or indirect physical changes to the environment and is not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
No

ATTACHMENTS
None

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: Alex Gonzalez, Deputy Public Works Director SUBJECT: POLICE DEPARTMENT SUBSTATION ELECTRICAL

SWITCHGEAR PURCHASE AWARD

RECOMMENDATION
Council find the action is not defined as a “project” per Section 15378(b)(4) of the CEQA Guidelines; accept four (4) bids received for the Police Department Substation Electrical Switchgear; find the bid submitted by Elite Power & Systems to be nonresponsive; and authorize the Deputy Public Works Director to award the purchase of the Police Department Substation Electrical Switchgear to Royal Industrial Solutions as the lowest responsive bidder in the amount of $87,437.41.

BACKGROUND
The Police Department Substation Project building construction was recently awarded, but still requires a separate installation of a new electrical switchgear. Due to extended lead times associated with manufacturing and delivery, Staff opted to initiate the purchase of the switchgear ahead of construction to avoid project delays.

A competitive bidding process was conducted, resulting in four bids listed in the table below:

Bidder Switchgear Total Price Lead Time (Weeks)
Elite Power and System $73,500.64*** 50 Weeks
Royal Industrial Solutions $87,437.41 28-32 Weeks
Western Machinery Electric $92,162.29 49 Weeks
GA Technical Services $232,345.94 30 Weeks
The apparent low bid provided by Elite Power & Systems is non-responsive because it has a clerical error that creates an ambiguity as to whether it was a bid of $73,500.69 or $68,372.68. The City should award to the next lowest bidder as the lowest responsive bidder, because the irregularity with the lower bid, if disregarded, would allow the bidder an opportunity to hedge its bid by waiting until bid opening to decide which amount to honor, which is an unfair advantage prohibited by applicable law. (See e.g. Valley Crest Landscape, Inc. v. City Council (1996) 41 Cal. App. 4th 1432 (bid containing error which would allow bid withdrawal without forfeiture of bid security cannot be waived).) Staff recommends awarding to Royal Industrial Solutions as the lowest responsive bidder.

POLICE DEPARTMENT SUBSTATION ELECTRICAL SWITCHGEAR PURCHASE AWARD
- 2 -

FISCAL IMPACT
The total cost for the electrical switchgear from Royal Industrial Solutions is $87,437.41.

This purchase will be funded through the existing budget allocation under PD00001, which currently has $9,000,000 allocated for the substation project. No budget action is necessary, as sufficient funds are available within the project's current budget.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(4) of the CEQA Guidelines because the action is the approval of the purchase of electrical switchgear for the future Shafter Police Department substation and therefore, it is the creation of a governmental funding mechanism or other fiscal activity that does not involve any commitment to a specific project that can result in a potentially significant impact and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS

1. Police Department Electrical Switchgear - Bid Results

SHAFTER POLICE DEPARTMENT

SUBSTATION SWITCHGEAR ELITE POWER & SYSTEMS ROYAL INDUSTRIAL SOLUTIONS GA TECHNICAL SERVICES WESTERN MACHINERY ELECTRIC

1.SWITCHGEAR PRICE $73,500.64** $87,437.41 $232,345.94 $92,162.292.LEAD TIME 50 WEEKS 28-32 WEEKS 30 WEEKS 49 WEEKS **Price and tax do not add up to the total price listed. Total price listed was assumed to be the correct number.***All bids are still under review

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: Michael James, Public Works Director
SUBJECT: CAPITAL IMPROVEMENT PROGRAM BUDGET AMENDMENT

FOR SANTA FE WIDENING PROJECT PRELIMINARY

ENGINEERING AND ENVIRONMENT CERTIFICATION

RECOMMENDATION
Council find the action is not defined as a “project” per Section 15378(b)(4) of the CEQA Guidelines; authorize a budget appropriation of unallocated traffic mitigation reserve funds totaling $1,000,000 to the Capital Improvement Program (CIP); and authorize the creation of one (1) new Streets CIP project entitled "Santa Fe Way Widening Project".

BACKGROUND
At its Fiscal Year 2025-2026 Budget Workshop held on April 28, 2025, the Council and Staff discussed the prospects for widening Santa Fe Way to at least two lanes in each direction to reduce traffic congestion and improve safety. While there have been attempts by the Public Works Department to secure grant and recurring transportation program funding to initiate the first phases of the project, primarily environmental certification and preliminary engineering, the short-term prospects for this funding are limited and may not have the timely impacts desired by the community. During the discussions, it was suggested by the Public Works Director that the most effective next step forward is to commence the first project phases with existing local traffic mitigation funds. Following the completion of this work, the project should qualify and be much more competitive for grants.

Based on similar work being performed right now for a future widening of Seventh Standard Road between Galpin Street and Highway 43, the estimated value of the environmental and preliminary engineering work is $1,000,000. Currently, there are sufficient traffic mitigation reserve funds to allocate to a new project in the Capital Improvement Program. Once budget action is authorized by the Council, Public Works can prepare a Request for Proposals that will be brought before the Council at a later date to approve and release to procure a consultant to lead this phase of the project.

FISCAL IMPACT
The proposed budget amendment will appropriate $1,000,000 from the unallocated Traffic Mitigation Reserve to fund the preliminary engineering and environmental certification phase of the Santa Fe Way Widening Project. These funds are restricted for transportation-related capital improvements and are currently available for allocation

CAPITAL IMPROVEMENT PROGRAM BUDGET AMENDMENT FOR SANTA FE WIDENING

PROJECT PRELIMINARY ENGINEERING AND ENVIRONMENT CERTIFICATION - 2 -
without impacting the General Fund. While this appropriation reduces the balance of the Traffic Mitigation Reserve, it is expected to position the City competitively for future state and federal transportation grant opportunities, potentially offsetting future local funding needs for construction. No additional staffing or ongoing operational costs are anticipated at this stage.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(4) of the CEQA Guidelines because the action is the approval of a CIP budget amendment to fund the preliminary engineering and environmental certification for a project that will undergo future environmental clearance using the funds approved by this item and therefore, it is the creation of a governmental funding mechanism or other fiscal activity that does not involve any commitment to a specific project that can result in a potentially significant impact and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS
None

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: David Franz, Community Services Director
SUBJECT: DOWNTOWN HOLIDAY DISPLAYS DISCUSSION

RECOMMENDATION
Council find the action is not defined as a "project" per Section 15378(b)(4) of the CEQA Guidelines; and recommends that the City Council discuss and provide direction regarding which holidays and seasonal themes should be featured at the Downtown Square, including criteria for inclusion and scheduling priorities for upcoming years.

BACKGROUND
The Downtown Square is an important focal point for community pride, engagement, and local identity. The City has supported seasonal displays as a way to:
• Encourage residents to visit and take photos for social media; • Generate downtown foot traffic and activity;
• Celebrate community values, local culture, and special events.

Displays have recently been designed by a Learning Center Teacher. Below is a summary of past and planned display efforts:

Theme Set-up
Date Display Period Status Notes
Fall Theme 10/11/2024 Oct 11 - Nov 29,
2024
Completed Included Thanksgiving
signage
Christmas/Winter 12/6/2024 Dec 6 - Jan 31,
2025
Completed
Valentine's Day 1/17/2025 Jan 17 - Feb 21,
2025
Completed
St. Patrick's Day 2/28/2025 Feb 28 - Mar 28,
2025
Cancelled
Easter 3/28/2025 Mar 28 - Apr 25,
2025
Cancelled
Cinco de Mayo 4/18/2025 Apr 18 - May 16,
2025
Completed
4th of July 5/16/2025 May 16 - Aug 1,
2025
Scheduled

DOWNTOWN HOLIDAY DISPLAYS DISCUSSION
- 2 -
Football Season
(SHS)
8/1/2025 Aug 1 - Oct 1,
2025
Cancelled
Easter, St. Patrick's Day, and Shafter High football displays were originally scheduled, but were ultimately canceled due to a need for significant updates and limited staff time.

Staff requests direction on how many holidays should be prioritized each year and whether a formal framework should be adopted to:
• Determine criteria for which holidays qualify (e.g., cultural relevance, local engagement, ability to attract foot traffic);
• Consider rotating displays each year to ensure a range of celebrations; • Evaluate whether additional staff, volunteer, or contracted support is needed to sustain this program.

FISCAL IMPACT
While the FY 2025-26 City Council budget includes $160,000 in in-kind contributions to support community events, this item pertains to a city-led initiative that similarly draws upon limited City resources. The installation and maintenance of downtown holiday displays require support from Public Works staff—including time spent on setup, takedown, and maintenance—as well as costs for decorations, fuel, and other materials. Though these efforts are not classified as community events, they represent an ongoing operational impact that competes for the same finite labor and budget resources. By tracking these efforts alongside traditional community events, the City Manager aims to support Council in understanding the full scope of in-kind commitments and to facilitate strategic prioritization moving forward.

CEQA ANALYSIS
This item does not require discretionary action as it is for discussion purposes only.

Therefore, it does not trigger CEQA review.

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS
None

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: Lance Lippincott, City Manager
SUBJECT: CITY COUNCIL GOVERNANCE POLICIES & PROTOCOLS

DISCUSSION

RECOMMENDATION
Council find the action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines; review the attached sample governance policies and protocols and provide direction on the establishment of formal City Council governance policies and protocols.

BACKGROUND
Last month, the City Council requested that Staff bring forward a discussion item for consideration by the full City Council regarding the possible establishment of governance procedures and protocols, similar to what is in place in other cities. The purpose of this agenda item is to introduce this topic and seek direction from the Council.

DISCUSSION:

The roles and responsibilities of City Councils in California are often diverse and complex. For this reason, various state laws and other established regulations exist which govern the scope and actions of elected bodies. In addition to state laws concerning conflicts of interest and public transparency, it is common for local governments to have in place formalized policies of their own related to City Council governance procedures and protocols (“Governance Protocols”). These Governance Protocols provide members with additional guidance in dealing with each other, dealing with staff and dealing with the public.

The City of Shafter does not currently have formalized Governance Protocols beyond what is outlined in California law (Conflict of Interest laws, Brown Act) and the City Charter. For example, the Charter includes several provision relating to Council powers and authority. Section 4.02(A) of the Charter describes the general powers of the Council. It provides:
“(A) Duties of the Council: The Council shall make policy for the City. In addition, the Council shall be responsible to the people of Shafter for, but not limited to the following duties and responsibilities:

1. Considering ordinances and resolutions and adopting those which it determines

CITY COUNCIL GOVERNANCE POLICIES & PROTOCOLS DISCUSSION - 2 -
to be necessary for the governance, proper administration and adequate financing of the City.
2 Providing oversight of the City Manager and all City activities under his/her purview and at least annually evaluate the performance of the City Manager.

3. Insure all provisions of this Charter, ordinances, and applicable State and federal laws are carried out.

4. Conducting such reviews and taking such actions as may be required for the effective governance and financing of the City, including, without limitation, the preparation of a multi-hazard functional emergency disaster plan.

5. Performing such other duties as may by this Charter, State law, ordinance or resolution be assigned to the Council, but in no way conflict with the duties of the City Manager as set out in this Charter.”
Section 4.07 describes the limitations on Council authority. It provides:
“Section 4.07 - Prohibitions on Council; No Council Member shall hold any other City office or City employment during the term for which elected or appointed to the Councilor for two years thereafter. Nothing in this Section shall be construed to prohibit the Council from selecting any current or former Council Member to represent the City on the governing board of any regional or intergovernmental agency.

A. Personnel Restriction. Neither the Council nor any of its members may in any manner control or require the appointment or removal of any City department head or employee whom the City Manager or any subordinate of the City Manager is empowered to appoint.

B. Restriction on Interference With City Manager. Neither the Mayor nor any Council Member shall interfere with the execution of the powers and duties of the City Manager. Except for purposes of inquiry, the Mayor and Council Members shall deal with the administrative service solely through the City Manager. Neither the Mayor nor any Council Member shall give orders to, discipline or threaten any subordinate of the City Manager, either publicly or privately. The Council may express its views and fully and freely discuss with the City Manager anything pertaining to appointment and removal of City officers, department heads, and employees.” Finally, Section 9.01 of the Charter prohibits conflicts of interest and encourages the adoption of ordinance(s) to prohibit “[D]efinitions of lapses of ethics in the dealings of City officers and employees with each other, the public, businesses and other governmental agencies and jurisdictions.” (See Section 9.01(C).) Draft Governance Protocols
Given the complexity of governing and the authorities and the limitations contained in the Charter, the City Council may benefit from the adoption of Governance Protocols to provide the Council and its Board and Commissions with additional guidance concerning their interactions with each other and with Staff. In addition, such Governance Protocols may contain enforcement mechanisms to assure they are being followed. Attached to this report is a draft of Governance Protocols designed to better

CITY COUNCIL GOVERNANCE POLICIES & PROTOCOLS DISCUSSION - 3 -
fit the local area. The Council should review these and provide direction concerning the following:
1 Whether the City of Shafter should adopt such a governance policy.

2. Whether it should apply only to the Council or whether it should apply to its Board & Commissions.

3. Whether the Governance Protocols should include any additional enforcement mechanisms.

FISCAL IMPACT
None.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines, and therefore, it is organizational and administrative activity that will not result in direct or indirect physical changes to the environment that have not already been previously analyzed and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
Yes

ATTACHMENTS

1. Shafter_ City Council Governance Protocols (2025)-04252025 Final

(DRAFT) CITY OF SHAFTER

COUNCIL GOVERNANCE NORMS AND PROTOCOLS

GENERAL RESPONSIBILITIES OF PUBLIC OFFICIALS
These Governance Norms and Protocols are intended to govern the actions and behavior of both elected members of the City Council and all members of the City’s Boards and Commission (collectively “Public Officials”). The Public Officials of the City shall endeavor to abide by the following:

1. Act in the Public Interest. Public Officials must work for the common good of the residents of the City and not for any private or personal interest. They will assure fair and equal treatment of all persons, claims, and transactions coming before the City Council.

2. Conduct of the Public Officials . The professional and personal conduct of Public Officials must be above reproach and avoid even the appearance of impropriety.

Public Officials must refrain from abusive conduct, personal charges, or verbal attacks upon the character or motives of other Public Officials, the public, and City staff.

Respect for each other, the institution, the staff, and the public, is critical to maintaining an environment where free and open discussion leads to better decision-making for the City. As such, Public Officials should act respectfully at all times.

3. Use of Public Resources. Public Officials must not use public resources unavailable to the public in general, such as City staff time, equipment, supplies, or facilities, for private gain or personal purpose.

4. Interactions with City Staff. Public Officials should not direct the City Manager or City staff to initiate any course of action, change a course of action, or prepare any report without the approval of a majority of their body. Further, Public Officials should not reprimand employees directly, nor should they communicate their concerns publicly, but rather use appropriate channels of supervision and communication.

5. Additional Characteristics. All Public Officials should:
• Demonstrate honesty and integrity in every action and statement; • Serve as a model of leadership and civility to the community; • Strive to ensure fair and equal treatment of all persons, claims and transactions coming before the City;
• Inspire public confidence in government;
• Work for the common good, not personal interests;
• Prepare in advance of meetings and be familiar with issues on the agenda; • Fully participate in meetings and other public forums while demonstrating respect, kindness, consideration, and courtesy to others;

• Participate in scheduled activities to increase Council, Board and Commission effectiveness;
• Represent the City at ceremonial functions;
• Be responsible for the highest standards of respect, civility and honesty in ensuring the effective maintenance of intergovernmental relations; • Respect the proper roles of all elected and appointed officials and City staff in ensuring open and effective government; and
• Represent the official policies or positions of the City when designated as delegates for this Purpose.
• Conduct on Social Media. Public Officials should follow general best practices and guidance on social media platforms as they do in their interactions with the general news media as outlined above. Public Officials should clearly indicate if they are making comments that represent their own opinion and not of the City. Public Officials shall also be cognizant of the fact that their stated positions on social media discourse (particularly on social media platforms), may be misconstrued as the voice of the City, and may therefore put the full City at a disadvantage if and when an issue comes before them when extensive discussion and deliberation has already taken place in an informal public social media setting.

GENERAL RESPONSIBILITIES OF PUBLIC OFFICIALS DURING MEETINGS City Councils, City Commissions and Boards are comprised of individuals with a wide variety of backgrounds, personalities, values, opinions, and goals. Despite this diversity, all have chosen to serve the City in order to improve the quality of life in the community. In all cases, this common goal should be acknowledged even as Public Officials may "agree to disagree" on contentious issues.

In Public Meetings:
• Use formal titles. Public Officials should refer to one another formally during meetings as Mayor, Mayor Pro Tern, Council Member, City Clerk, City Treasurer, Commissioner or Boardmember followed by the individual's last name. • Practice civility and decorum in discussions and debate. Difficult questions, tough challenges to a particular point of view, and criticism of ideas and information are legitimate elements of a free democracy in action. Be respectful of diverse opinions. • Honor the role of the presiding officer in maintaining order and equity. Respect the presiding officer’s efforts to focus discussion on current agenda items.

Objections to the presiding officer’s actions should be voiced politely and with reason, following approved parliamentary procedures.
• Demonstrate effective problem-solving approaches .Public Officials have a public stage to show how individuals with disparate points of view can find common ground and

seek a compromise that benefits the community as a whole. Public Officials are role models for residents and other stakeholders involved in public debate. • Be respectful of other people’s time . Stay focused and act efficiently during public meetings.

ROLE OF THE PRESIDING OFFICER
The Presiding Officer's position is as a leader among equals. The Presiding Officer is to preside at all meetings of their individual meeting bodies and perform such other duties consistent with the position as may be imposed by law or by vote of the people. The Presiding Officer does not possess any power of veto. For purposes of the City Council, the Mayor is the presiding officer of the Council.

The Mayor is to faithfully communicate the will of the Council majority in matters of policy. The Mayor is also recognized as the official head of the City for all ceremonial purposes.

Authority of the Presiding Officer:
• The Mayor is the presiding officer at all City Council meetings. In the Mayor's absence, the Mayor Pro Tem shall be the presiding officer. • The Chairperson is the presiding officer of at all Board and Commission meetings. In the absence of the Chairperson, the Vice Chairperson shall be the presiding officer.
• The Presiding Officers shall recognize the Public Officials , City Manager, Staff and speakers desiring to provide public comment. The Presiding Officer should allow other Public Officials to speak first on items before the body and then the Presiding Officer shall comment.
• The Presiding Officer should not permit inappropriate or unauthorized remarks from the audience including applause, stamping of feet, whistles, yells or shouting, and/or similar demonstrations.
• The Presiding Officer should manage the agenda in a manner that seeks to move the meeting along. The Presiding Officer may call for a short recess during a meeting when deemed necessary. The Presiding Officer, with the concurrence of the body, may consider setting reduced time limits for public comment and for adjournment and carrying over certain matters in order to complete the meeting at a reasonable hour, when necessary.
• The Presiding Officer will represent the majority opinion of the Council, Board or Commission on all actions/positions taken by the body.

CONDUCT WITH CITY STAFF
Governance of a City relies on the cooperative efforts of all Public Officials, who set and/or recommend policy, and City staff, who analyze problems and issues, make recommendations, and implement and administer the City’s policies. Therefore, every effort should be made to be cooperative and show mutual respect for the contributions made by each individual for the good of the community.

• Treat all staff as professionals . Clear, honest communication that respects the abilities, experience, and dignity of each individual is expected. As with your colleagues, practice civility and decorum in all interactions with City staff. • Council-Manager form of government. Public Officials shall respect and adhere to the City's Council-Manager form of government, with the City Council acting as the legislative body of the City, and the City Manager serving as the administrative head of the City responsible for the implementation of Council-majority policies. Council members should always feel free to speak directly with the City Manager on matters of interest or concern. Board and Commission members should feel free to speak directly with their assigned City staff member.
• Channel requests of staff through the City Manager or Assigned Staff Member Public Officials should work through the City Manager or their assigned Department head in dealing with City staff, when possible. Requests of City staff shall be directed to the City Manager or his/her designee or with notice provided to the City Manager, and shall be in writing. Board and Commission members should work through their assigned Department Head. Public Officials shall not set up meetings with department staff directly, and should avoid staff interactions that may be construed as trying to direct or shape staff recommendations. Public Officials shall refrain from coercing staff in making recommendations to the body as a whole.
• Refrain from public criticism of staff. Public Officials should avoid publicly criticizing Staff, individual employees or other Public Officials. Criticism is differentiated from questioning facts or opinions. All critical comments about staff performance should only be made to the City Manager or assigned Department Head through private correspondence or conversation.
• Consistent and equal sharing of information. All Public Officials should have the same information with which to make decisions. Information requested by an individual Member will be made available to all Public Officials . All information requests should respect the "one hour" rule (See below).
• Respect the "one hour" rule for staff work . Requests for staff support should be made to the City Manager or City Department assigned to a Board or Commission, according to the protocol for channeling communications. Any request, which would require more than one (1) hour of staff time to research a problem and/or prepare a response, will need to be approved by the full body to ensure that staff resources are allocated in accordance with overall Council or Board/Commission priorities. Once notified that a request for information or staff support would require more than one (1) hour, the Public Officials may request that the City Manager or assigned Department head place the item on an upcoming agenda.

DISCIPLINING A DISRUPTIVE MEMBER
If one member engages in disruptive behavior, it is the responsibility of the body to remind the disruptive member about their duties. The failure of the governing body to deal with a misbehaving member can also have legal consequences for the City. For example:
• A Public Official that mistreats staff members by using inappropriate language, asking the staff member to perform personal tasks, hugging or touching staff in an inappropriate manner, etc. may be putting the City at risk for a lawsuit alleging harassment or a hostile work environment. If the governing body does not take appropriate steps to avoid the appearance of agreement with the objectionable behavior of a fellow member or commissioner, the inappropriate behavior may be considered to have been sanctioned by the governing body.

Additionally, a Public Official that leaks a confidential legal opinion provided to the City can result in the loss of the attorney client privilege it is possible the opinion can be used in court against the City. For these reasons, it is appropriate to include enforcement measures for these adopted governance norms and protocols.

MEASURES TO ENFORCE GOVERNANCE NORMS AND PROTOCOLS
Warning to Councilmember. Any Public Official may submit a written complaint alleging a minor violation of these Governance Norms, the Shafter Charter, the Shafter Municipal Code or state law by another Public Official. Such written complaint will be submitted to the City Clerk and immediately forwarded by the City Clerk to the City Manager and City Attorney. Within ten (10) days of the receipt of such complaint, the City Manager and/or City Attorney shall jointly prepare a warning letter to the offending Public Official informing them of the nature of the complaint received and providing information and counsel regarding how to conform their actions and/or behavior in accordance with the Governance Norms, Charter, Municipal Code and/or state law. The City Manager and City Attorney shall not be required to conduct any investigation as to allegations. However, they shall provide copies of the warning letter to the entire City Council Compliance Demand Letter. The submittal to a particular Public Official of a “Compliance Demand Letter” should be used for cases in which the body determines, based on review of the findings of an investigation, a more significant violation of these Governance Norms, the Charter, Municipal Code or state law have occurred, but the violation is considered not sufficiently serious to warrant censure. The matter will be properly agendized, and the Council will make a motion and vote during a public meeting whether to issue the Compliance Demand Letter. The named Public Official(s) will be provided appropriate notice, and, prior to the vote on the motion, an opportunity to provide a written or verbal response to the complaint(s) received. A Compliance Demand Letter to the named Public Official is distinguished from censure in that it is not punitive.

Censure. The residents of Shafter are entitled to responsible, fair, honest, and ethical City government. It is the Policy of the City of Shafter that all of its Public Officials shall abide by federal and state laws, the City Charter, City Municipal Code and the Governance Norms. Major violations of these provisions can subject the City to liability, affect the City’s budget, resources, plans and timelines, injure the good name of the City, and undermine the effectiveness of the City Council, its Board and Commissions as a whole. Such conduct is deemed to be subject to censure. A censure shall be considered an expression

of disapproval by the body, but carries no additional penalty or fine to be imposed.

Censure should be used for cases in which the governing body determines, based on the review of the findings of an investigation, the violation constitutes a serious offense or there have been multiple minor violations.

Censure Due Process/Procedure

1. Any two City Public Officials may initiate a censure process by jointly submitting a censure request to the City Clerk. The censure request shall be in writing, specify the name of the Public Official sought to be censured, and specify the alleged misconduct for which censure is sought.

2. Within 10 days of receipt of the censure request, the City Clerk shall inform the City Manager to notify the Public Official who is the subject of the requested censure, and the City Manager shall provide that Public Official with a copy of the written censure request.

3. The City Clerk shall thereafter place the censure request on the next regular agenda for initial consideration of the censure request by the governing body at a meeting occurring no later than 60 days after receipt of the censure request. The initial consideration of the censure may be heard at either a regular or special meeting.

4. At that meeting, the Public Officials who did not submit the complaint and the Public Official who is not the subject of the complaint, may by unanimous vote, direct that the censure hearing not move forward. Absent this unanimous vote, the censure hearing shall move forward.

5. If a censure hearing moves forward, the hearing will be conducted by the presiding officer, so long as the presiding officer is not the subject of the complaint. If the presiding officer is the subject of the complainant, then the hearing shall be presided over by the Public Official that is next in line (e.g. Mayor Pro Tem or Vice Chairperson).

In the event the presiding officer or Public Official that is next in line cannot conduct the hearing, then the longest serving Public Official that is not the subject of the complainant shall preside over the censure hearing.

6. Any censure requires a majority of the governing body (minimum of three (3) votes) to enact, and must be approved through resolution.

Forfeiture of Office for City Council. As stated in the City Charter, a councilmember shall be subject to forfeiture of their office if the councilmember:

1. Lacks any qualification for the office prescribed by this Chapter or by law, at any time during the term of office for which elected.

2. Violates any express provision of the Charter or this policy, or fails to execute or abide by any mandatory provision hereof.

3. Is convicted of a crime involving moral turpitude

4. Fails to attend three consecutive regular meetings of the Council without being excused by the Council.

5. Fails to attend 85% (eighty-five percent) of the meetings of the Council during any twelve month period, without having ben excused by the council.

6. Is found guilty of violating any other standards for the conduct of Public Officials, as established by ordinance.

Forfeiture Due Process/Procedure
The determination of forfeiture under subsections 1, 2, or 6 of the preceding section shall be made as follows:

1. Any one or more Councilmember shall file a complaint with the City Clerk. The complaint shall:
a. Be in writing;
b. Specify the name of the Councilmember who is believed to be subject to forfeiture; and,
c. Specify the alleged misconduct for which forfeiture is sought.

2. Within 10 days of receipt of the forfeiture complaint, the City Clerk shall inform the City Manager to notify the Councilmember who is the subject of the complaint, and the City Manager shall provide that Councilmember with a copy of the written complaint. a. The City Manager upon receiving notice from the Clerk, shall coordinate with the Human Resource Director to conduct an independent and objective fact finding investigation, the results of which will be provided to all Councilmembers through the City Attorney.
b. All records produced shall also be supplied to the Administrative Hearing Officer who will be named at a subsequent meeting.

3. The City Attorney shall thereafter arrange for an independent Administrative Hearing Officer who meets the following minimum requirements to be confirmed or rejected by majority vote of the entire City Council at a meeting held within sixty (60) days of receiving the complaint. At the same meeting at which the Administrative Hearing Officer is selected, the City Council shall also adopt procedures for the conduct of the hearing before the Administrative Hearing Officer. The Administrative Hearing Officer shall conform to the following:
a. Active membership with the California State Bar in good standing, not subject to current investigation;
b. Minimum of 5-10 years practice experience in California; c. Familiarity with the Administrative Adjudication Code of Ethics; d. Familiarity with the California Code of Judicial Ethics, and, e. Council shall approve the Administrative Hearing Officer through resolution at a special or regular meeting.

4. At a special meeting to deal solely with the complaint, the Administrative Hearing Officer shall have the right to order any investigation, interview witnesses or take any other action that is proper and responsive to the matter at hand.

5. A councilmember will be deemed to have forfeited office as of the date the hearing officer issues an order finding that a councilmember has violated the Charter or this policy.

DEPARTMENT DIRECTOR COMMENTS AND REPORTS

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: May 20, 2025
DEPARTMENT: Michael James, Public Works Director, Alex Gonzalez, Deputy Public Works Director
SUBJECT: TECHNOLOGIES USED FOR CITY STREET MANAGEMENT AND

IMPROVEMENTS - VAISALA PAVEMENT MANAGEMENT
SYSTEM

RECOMMENDATION
Council receive a presentation and demonstration from Staff and Vaisala on a new pavement management system in use by the Public Works Department. For informational purposes only.

BACKGROUND
At its March 18, 2025 meeting, the Council received a presentation from Public Works Staff to share the use and benefits of Urban SDK, a web-based product that allows Staff to have access to certain types of street data, notably traffic counts and speeds, at all City streets. Having access to the data allows Staff to follow up on traffic safety and congestion reported by residents and even be proactive to address issues before they become significant concerns.

Another web-based product already deployed by the Public Works Department focuses on pavement conditions, which is supported by Vaisala. The City's pavement condition inventory was created using a dashcam-like device mounted on a City vehicle that was used to drive every street to capture conditions. The data collected was later used by a proprietary "Road AI" system to assess and rank street conditions for future use and reference by Staff.

Vaisala is planning to provide a virtual profile and demonstration of its services at tonight's Council meeting and can answer questions raised on the current and future use of these services.

FISCAL IMPACT
The pavement management system described is already funded and in use. No budget action is required.

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

TECHNOLOGIES USED FOR CITY STREET MANAGEMENT AND IMPROVEMENTS - VAISALA

PAVEMENT MANAGEMENT SYSTEM
- 2 -
Not Applicable

ATTACHMENTS

1. RoadAI Profile

Road asset
management
with RoadAI
Improve your road asset management with
artificial intelligence and computer vision

VAISALA XWEATHER EBOOK
RoadAI

Contents
Road asset management 4
The AI difference 5
Planned maintenance 6
Reactive maintenance 8
Network inventory management 9
Real-world tested 10
Customer case studies 11
Vaisala Xweather 12
© Vaisala 2024
This material is subject to copyright protection, with all copyrights retained by Vaisala and its individual partners. All rights reserved. Any logos and/or product names are trademarks of Vaisala or its individual partners. The reproduction, transfer, distribution or storage of information contained in this brochure in any form without the prior written consent of Vaisala is strictly prohibited. All specifications — technical included — are subject to change without notice.

80% of all journeys are on paved roads.

Over the past 50 years, road design
and maintenance have improved to
ensure safer and smoother journeys.

But roads are designed to wear out, and
maintenance is an ongoing effort that
can tax resources and budgets.

While many road maintenance
organizations rely on manual methods of
evaluating pavement and asset conditions,
artificial intelligence (AI) is increasingly
helping them improve planned and
reactive road maintenance strategies.

RoadAI enables faster,
more accurate and
cost-effective road
condition surveys.
3 Road asset management eBook

INFO
The top course of the road is normally referred to as the wearing course.

Road asset management is the practice and process used by road maintenance organizations to understand where the roads are wearing out and focus resources on keeping the roads in good condition.

Road asset
management
The challenge is to manage this complex and dynamic environment that covers hundreds or even thousands of road miles.

Reactive maintenance: The day-to-day monitoring of network conditions ensuring there are no immediate safety hazards on the network Planned maintenance: Measuring network conditions over the entire network and planning what areas and repairs to complete Managing network inventory: Assessing and repairing other road assets such as signs, barriers, bollards and manhole covers
Let's consider the process of road asset
management as three broad areas:

How RoadAI helps
RoadAI provides a quick, complete, objective analysis
of pavement conditions through an automated
road survey. The solution combines a powerful AI
functionality, high-quality video data and reliable
methodology to quickly and accurately assess
pavement conditions up to four times faster and at
half the cost of a manual road survey.

Now, inspectors can quickly create thorough,
accurate reports about pavement conditions using
just a smartphone to support strategic decision
making about asset management.

RoadAI automatically creates records of other
roadside assets including road signs, road markings,
drains and manhole covers, safety barriers, and more.
4 Road asset management eBook

Traditional human
assessment RoadAI
Inspection speed Drive slowly to detect
and document
Full driving speed; inspector
is free to carry out other tasks
Data availability Takes weeks to get data in usable
format to detect and document
Immediate; data
analysis automated
Analytics Broad and nonspecific Comprehensive, automated, used in short- and long-term
Personnel Trained surveyors are needed Non-experts can
complete surveys
Process Manual and seasonal Automated; can be
repurposed for other needs
The AI difference
Conducting surveys with two trained personnel
per vehicle is the typical method of assessing
road conditions. The primary drawback of this
approach is the limited amount of data that
inspectors can gather and record while they’re
driving the route.

Highly-detailed video data collection,
categorization and analysis are all performed
automatically with RoadAI. The end result is a
fast and cost-effective means of analyzing road
conditions, which makes it possible to repair
roads faster and keep them safer.
5 Road asset management eBook

Planned maintenance
Anonymization and analysis
As the example below shows on the left side, the vehicles are anonymized and blacked out. The right side shows the rest of the data the system is analyzing:

The paved surface, the extent of the pavement and road markings, different defect types and repairs such as sealing and patching. The system can also report the condition of road markings.

Collecting data is easy - place the phone
in a vehicle and start driving any part of
the route. The following pages provide a
few examples of what you can do with
that data once it is in the system.

RoadAI supports ASTM D6433 (Standard Practice for
Roads and Parking Lots Pavement Condition Index
Surveys) distress and severity classifications. RoadAI
users can export reports that adhere to this standard,
enabling seamless integration of data collected with
RoadAI into ASTM D6433-based asset management
systems such as StreetSaver and Paver.
6 Road asset management eBook

In this example, each color on the
heat map represents a different
level of pavement deterioration.

The system calculates pavement deterioration following
the same methodology as the PCI process, assigning
a percentage defect value to each 10-meter section of
the network. The data can then be viewed as shown or
downloaded for importing to third-party GIS or asset
management systems.

RoadAI uses a computer vision process to generate this
condition data. After the video data is uploaded, the
software analyzes each frame, then tags objects and
features in the environment.
7 Road asset management eBook

Reactive maintenance
Most recent video footage always at hand
In the heat map, you can zoom in to see more detail. Click on any point on the network to review that video footage, using the system as a geospatial video app.

The next time a part of the network needs to be checked, instead of driving to the area an inspector can use RoadAI first to verify when that spot was inpected last time. If the route has been recently covered, they can save the trip and analyze the issue. This step can cut down on the number of reactive site visits.

Annotations
With the annotation layer (shown above) you
can analyze specific areas of the network that
have been identified for repairing, such as
potholes or damaged traffic signs.

RoadAI includes a media button which
connects to the phone via Bluetooth. As you’re
driving, you can press the button and it will
drop a pin on the heat map. You can then
quickly generate a report showing the location
of each pin, and dispatch crew to repair them.

The export data is then included your local
sectional reference data.
8 Road asset management eBook

9 Road asset management eBook
Network inventory
management
Through computer vision, RoadAI recognizes
road assets such as traffic signs, barriers,
bollards and manhole covers.

The system will automatically identify traffic signs, add each one to the inventory database and detect if a sign is missing.

Real-world tested
RoadAI delivers all the benefits of the
automated tool without compromising
on the quality and consistency of data
Accuracy and reliability of data are vital to our
clients. It's for that reason robust test programms
are key element in the RoadAI product roadmap.

To ensure that the solution is reliable and
trustworthy we test RoadAI in real-life conditions
rather than a highly controlled lab-like
environment - the results speak for themselves:
"We immediately saw a lot of potential in
RoadAI and have expanded its usage to all
of our inspectors.

The system has helped us tremendously
with efficiency, accuracy and maintaining
a record of our road conditions.”
- Kris Westerby
Highways Delivery Manager,
Northumberland County Council
With the chosen
repeatability metric,
RoadAI was 103% more
repeatable than human
surveyors were.

Human 2
Substantial
agreement,
Score 0.63
Human 2
Fair agreement,
Scores between
0,25 -0,37
Human 1 RoadAI 1
RoadAI 2
10 Road asset management eBook

London borough of Bexley

CHALLENGE
Bexley’s legacy third-party road condition survey process only provided full pavement condition data every 4 years (25% of network is surveyed annually) — complicating maintenance and hindering leaders trying to predict and budget for repairs.

SOLUTION
Bexley’s RoadAI deployment uses several RoadAI-equipped mobile phones to capture real-time road condition data, which is streamed back to headquarters. There, road managers can begin using the data almost immediately.

RESULTS
• It takes an inspector just 1-2 days in a “network blitz” to get complete coverage and analysis of their portion of the road network.
• They can now conduct pre-winter and post-winter surveys,which allows Bexley to understand and address seasonal road deterioration much better than ever before. • The RoadAI data enables Bexley officers to enter budget negotiationImproved transparency with residents, increasing community’s satisfaction and trust Lewis County, NY

CHALLENGE
Previously, Lewis County had a complete list of their roads – but only the lengths and widths, not the road conditions. They conducted road condition assessments manually by taking notes of every defect with a pen and paper while driving down the roads.

SOLUTION
To manage their road network and create a preventative maintenance program, Lewis County used RoadAI to streamline their methods of collecting road conditions.

They can now view a heat map of road conditions or export an Excel/Shapefile/GEOJSON file to generate maintenance plans in the same way one would use any other road condition data.

RESULTS
• With RoadAI, it only takes Lewis County a day and a half to survey the entire 250-mile network. This has allowed them to conduct accurate and actionable road condition surveys twice a year.
• In addition, Lewis County can extend the life of their roads with routine preventative maintenance. By surveying their roads more frequently, they can intervene earlier, which allows them to budget more effectively.

Customer case studies

12 Road asset management eBook
At Vaisala Xweather
we believe in the relentless pursuit of quality
and performance, anywhere and everywhere.

Vaisala Xweather, a suit of data, hardware, software, and solutions dedicated to helping businesses of all sizes adjust to and overcome the challenges posed by the natural world around us.

Xweather provides top-quality weather data, industry-leading weather models, and hyperlocal sensor observations to prepare your business for whatever the weather has in store.

Our mission expands beyond high-quality data: We solve challenges posed by weather and the environment by turning this data into action.

Drive improvement in your road maintenance strategies.
xweather.com
Book a demo
to see all the features available and
learn how RoadAI can impove your
road asset management practices!