DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
16100000
FIRE-
ADMIN/SUPPRESSIO
N
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$297.62
181292063-0
PHONE SERVICE 08/23-09/22
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179824
PACE SUPPLY CORP
$3,677.30
199807172
FIRE HYDRANT PARTS
741400
BUILDING MTCE INTERNAL
CO
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$154.44
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
743100
COMPUTER REPLACEMNT
RSRV
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$139.41
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
744000
OFFICE EXPENSE MISC
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$532.80
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
749500
PROF AND SPEC SERVICES
9/11/2024
179681
VESTIS GROUP, INC.
$100.58
2580418317
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/11/2024
179681
VESTIS GROUP, INC.
$107.48
2580418324
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/11/2024
179681
VESTIS GROUP, INC.
$109.03
2580420878
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/11/2024
179681
VESTIS GROUP, INC.
$50.00
2580421678
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/11/2024
179681
VESTIS GROUP, INC.
$116.62
2580421673
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179849
DAVID D SUMAYA
$1,600.00
662749
FIRE HYDRANT REPAIR PROJE
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$107.48
2580425032
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$100.58
2580425025
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$50.00
2580401603
BPO/PD & FIRE FLOOR MATS
PAGE
36 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
16100000
FIRE-
ADMIN/SUPPRESSIO
N
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$116.62
2580401598
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$109.03
2580427578
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$50.00
2580428365
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$116.62
2580428360
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$107.48
2580431552
BPO/PD & FIRE FLOOR MATS
749500
PROF AND SPEC SERVICES
9/25/2024
179872
VESTIS GROUP, INC.
$100.58
2580431545
BPO/PD & FIRE FLOOR MATS
749502
TUITION
9/11/2024
179607
MATTHEW MARTINEZ
$1,000.00
CY24 Q3
AUGUST24TUITIONREIMBMATT
H
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$22.76
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179595
LAWRENCE TRACTOR CO
$44.50
690050
BPO/PARTS & SERVICES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$1,001.97
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179753
HD SUPPLY, INC.
$79.88
821610763
BPO/HOME DEPOT SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$293.54
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179784
LOWE'S
$28.98
2024-08
2024-08 CONSOLIDATED FOR
PAGE
37 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
16100000
FIRE-
ADMIN/SUPPRESSIO
N
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179730
DANIEL CHRISTOPHER PERKINS
$216.50
TRV 2024 10/14-17
TRV ORANGE COUNTY 2024 10
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179794
TOM MCKEAN
$216.50
TRV 2024 10/14-17
TRV ORANGE COUNTY 2024 10
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179801
MOSES NEAL
$216.50
TRV 2024 10/14-17
TRV ORANGE COUNTY 2024 10
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179835
MATTHEW ROWE
$216.50
TRV 2024 10/14-17
TRV ORANGE COUNTY 2024 10
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179860
JARED TURNER
$215.00
TRV 2024 10/15-17
TRV SAN DIEGO 2024 10/15-
778500
UTILITIES-GAS
9/11/2024
1330
SOUTHERN CALIF GAS CO
$255.46
2024-08
2024-08 GAS SERVICES
DIVISION/ORG TOTAL
16100000
-
FIRE-ADMIN/SUPPRESSION
$11,551.76
16110000
FIRE-FIRE
PREVENTION
730000
UNIFORM EXPENSE
9/25/2024
179729
DAN JENNINGS
$200.00
41252
JENNINGS D. SAFETY SHOE R
744000
OFFICE EXPENSE MISC
9/11/2024
179660
STAPLES DEPT11-0007061138
$56.82
7002026181
BUISNESS CARDS
749500
PROF AND SPEC SERVICES
9/11/2024
179581
JERRY MATOS
$950.00
3096
APN - 018-242-067 WEED AB
749500
PROF AND SPEC SERVICES
9/11/2024
179581
JERRY MATOS
$420.00
3097
APN 011-030-012 WEED ABAT
749500
PROF AND SPEC SERVICES
9/11/2024
179581
JERRY MATOS
$210.00
3101
APN 016-011-008 WEED ABAT
749500
PROF AND SPEC SERVICES
9/11/2024
179581
JERRY MATOS
$240.00
3098
APN 012-370-001 WEED ABAT
749500
PROF AND SPEC SERVICES
9/11/2024
179581
JERRY MATOS
$285.00
3099
APN 011-380-031 WEED ABAT
PAGE
38 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
16110000
FIRE-FIRE
PREVENTION
749500
PROF AND SPEC SERVICES
9/11/2024
179581
JERRY MATOS
$555.00
3095
APN 018-242-042 WEED ABAT
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$26.25
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179784
LOWE'S
$428.51
2024-08
2024-08 CONSOLIDATED FOR
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179723
CHAMBERLAND, NIKKIE
$387.00
TRV 2024 09/29-
10/03
TRV SAC 2024 09/29-10/03
DIVISION/ORG TOTAL
16110000
-
FIRE-FIRE PREVENTION
$3,758.58
17100000
PARKS & COMM
SERV-ADMIN
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$51.76
181292063-0
PHONE SERVICE 08/23-09/22
744000
OFFICE EXPENSE MISC
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$534.53
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
777000
TRAINING/TRAVEL/MEETIN
G
9/25/2024
179702
BRADLEY ALBERT
$523.91
TRV 2024 10/06-10
TRV ATLANTA,GA 2024 10/06
DIVISION/ORG TOTAL
17100000
-
PARKS & COMM SERV-ADMIN
$1,110.20
17110000
PARKS & COMM
SERV-SPORTS
749500
PROF AND SPEC SERVICES
9/11/2024
179512
CECELIA AVILA
$48.00
71856
SB SERVICES 08/27
749500
PROF AND SPEC SERVICES
9/11/2024
179520
EMILY BENNETT
$256.00
71863
SB SERVICES 08/19,20,22,2
749500
PROF AND SPEC SERVICES
9/11/2024
179526
JESSE CHAVARRIA
$448.00
71873
SB SERVICES 08/19,20,22,2
749500
PROF AND SPEC SERVICES
9/11/2024
179541
DANIEL MOLANO
$96.00
71866
SB SERVICES 08/20,27
749500
PROF AND SPEC SERVICES
9/11/2024
179545
LELAND DIHEL
$224.00
71867
SB SERVICES 08/24
749500
PROF AND SPEC SERVICES
9/11/2024
179547
TERRY GENE DUNCIL
$96.00
71879
SB SERVICES 08/19,26
PAGE
39 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17110000
PARKS & COMM
SERV-SPORTS
749500
PROF AND SPEC SERVICES
9/11/2024
179548
CATHY L DUNCIL
$48.00
71878
SB SERVICES 08/19,26
749500
PROF AND SPEC SERVICES
9/11/2024
179558
GILBERT ESCALANTE
$256.00
71861
SB SERVICES 08/20,27,29
749500
PROF AND SPEC SERVICES
9/11/2024
179580
JARROD KING
$768.00
71872
SB SERVICES 08/22,23,29,3
749500
PROF AND SPEC SERVICES
9/11/2024
179585
KEKOA JAMES BARNES
$48.00
71864
SB SERVICES 08/19,26
749500
PROF AND SPEC SERVICES
9/11/2024
179596
RODNEY LAWRENCE
$96.00
71862
SB SERVICES 08/19,26
749500
PROF AND SPEC SERVICES
9/11/2024
179605
JOSEPH MARTINEZ
$192.00
71870
SB SERVICES 08/20,27
749500
PROF AND SPEC SERVICES
9/11/2024
179612
MONTOYA, ROBERT J
$320.00
71857
SB SERVICES 08/20,22,27&2
749500
PROF AND SPEC SERVICES
9/11/2024
179642
PRADO, SAL
$1,026.00
71875
SB SERVICES 08/19,20,22,2
749500
PROF AND SPEC SERVICES
9/11/2024
179666
TIMOTHY MC WEBSTER JR
$1,568.00
71881
SB SERVICES 08/19,20,23-2
749500
PROF AND SPEC SERVICES
9/11/2024
179669
TROY HALL
$400.00
71880
SB SERVICES 08/24,25
749500
PROF AND SPEC SERVICES
9/11/2024
179675
FILEMON VALDEZ
$160.00
71874
SB SERVICES 08/20,22,27,2
749500
PROF AND SPEC SERVICES
9/11/2024
179676
HANNA VALDEZ
$48.00
71869
SB SERVICES 08/27
749500
PROF AND SPEC SERVICES
9/11/2024
179677
LETICIA G VALDEZ
$48.00
71876
SB SERVICES 08/20
PAGE
40 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17110000
PARKS & COMM
SERV-SPORTS
749500
PROF AND SPEC SERVICES
9/25/2024
179707
CECELIA AVILA
$144.00
72382
SB SERVICES 08/27, 09/03,
749500
PROF AND SPEC SERVICES
9/25/2024
179713
EMILY BENNETT
$208.00
72383
SB SERVICES 09/03,05,09,1
749500
PROF AND SPEC SERVICES
9/25/2024
179724
JESSE CHAVARRIA
$512.00
72387
SB SERVICES 09/02,03,05,0
749500
PROF AND SPEC SERVICES
9/25/2024
179736
TERRY GENE DUNCIL
$128.00
72396
SB SERVICES 09/02,09
749500
PROF AND SPEC SERVICES
9/25/2024
179737
CATHY L DUNCIL
$64.00
72381
SB SERVICES 09/02,09
749500
PROF AND SPEC SERVICES
9/25/2024
179743
GILBERT ESCALANTE
$192.00
72385
SB SERVICES 09/03,10
749500
PROF AND SPEC SERVICES
9/25/2024
179766
KEKOA JAMES BARNES
$48.00
72389
SB SERVICES 09/02,09
749500
PROF AND SPEC SERVICES
9/25/2024
179780
RODNEY LAWRENCE
$96.00
72394
SB SERVICES 09/02,09
749500
PROF AND SPEC SERVICES
9/25/2024
179790
JOSEPH MARTINEZ
$192.00
72388
SB SERVICES 09/03,10
749500
PROF AND SPEC SERVICES
9/25/2024
179798
MONTOYA, ROBERT J
$320.00
72391
SB SERVICES 09/03,05,10,1
749500
PROF AND SPEC SERVICES
9/25/2024
179829
PRADO, SAL
$1,026.00
72395
SB SERVICES 09/02,03,05,0
749500
PROF AND SPEC SERVICES
9/25/2024
179855
TIMOTHY MC WEBSTER JR
$1,512.00
72398
SB SERVICES 09/02-06,09-1
749500
PROF AND SPEC SERVICES
9/25/2024
179859
TROY HALL
$264.00
72399
SB SERVICES 09/14,15
PAGE
41 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17110000
PARKS & COMM
SERV-SPORTS
749500
PROF AND SPEC SERVICES
9/25/2024
179865
FILEMON VALDEZ
$208.00
72384
SB SERVICES 09/02,03,05,1
749500
PROF AND SPEC SERVICES
9/25/2024
179866
HANNA VALDEZ
$96.00
72386
SB SERVICES 09/03,10
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$877.73
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179805
OD SPORTS ACQUISITION, INC.
$11,266.51
INV206283
SOFTBALL COMPLEX FENCING
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179839
SANCHEZ FEED & SEED, INC
$547.40
140225
FIELD MARKER CHALKING SB
767500
SOFTBALL COMPLEX
EXPENSES
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$1,607.68
2024-08
2024-08 CONSOLIDATED FOR
DIVISION/ORG TOTAL
17110000
-
PARKS & COMM SERV-SPORTS
$25,455.32
17140000
PARKS & COMM SER-
AQUATIC/SKATE
749500
PROF AND SPEC SERVICES
9/11/2024
179606
MATSON ALARM COMPANY, INC
$24.50
5088861
2024-09 ALARM SERVICE
749500
PROF AND SPEC SERVICES
9/11/2024
179606
MATSON ALARM COMPANY, INC
$24.50
4967415
2024-08 ALARM SERVICE
DIVISION/ORG TOTAL
17140000
-
PARKS & COMM SER-AQUATIC/SKATE
$49.00
17160000
PARKS & COMM
SERV-FACILITIES
447220
FM-FACILITIES-OTHER
RENTS
9/11/2024
179626
ONE TIME VENDOR
$45.00
2004743.002
PARK SHELTER REFUND
447220
FM-FACILITIES-OTHER
RENTS
9/25/2024
179808
ONE TIME VENDOR
$45.00
2004785
PARK SHELTER REFUND (DOUB
447220
FM-FACILITIES-OTHER
RENTS
9/25/2024
179816
ONE TIME VENDOR
$45.00
2004786
PARK SHELTER REFUND (DOUB
749500
PROF AND SPEC SERVICES
9/11/2024
179533
COMCAST BUSINESS
$182.34
216198317
2024-08 PARKS & COMMUNITY
PAGE
42 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17160000
PARKS & COMM
SERV-FACILITIES
749500
PROF AND SPEC SERVICES
9/11/2024
179536
COMCAST BUSINESS
$148.38
216198321
2024-08 CIVIC AUD.
749500
PROF AND SPEC SERVICES
9/25/2024
179706
AMERICAN INCORPORATED
$684.65
7177501
PLUNGE REPAIR FILTERS
749500
PROF AND SPEC SERVICES
9/25/2024
179721
CALIFITNESS INC
$295.00
40975
LF GYM MAINTENANCE
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$38.51
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179680
VESTIS GROUP, INC.
$75.42
5031456335
BPO/LONGFIELD TOWELS
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$63.41
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179871
VESTIS GROUP, INC.
$75.42
5031462378
BPO/LONGFIELD TOWELS
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179598
LINCOLN EQUIPMENT INC
$749.14
Q2028498
BPO CHEMICALS FOR PLUNGE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179598
LINCOLN EQUIPMENT INC
$337.14
Q2028604
BPO CHEMICALS FOR PLUNGE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$664.10
2024-08
2024-08 CONSOLIDATED FOR
778500
UTILITIES-GAS
9/11/2024
1330
SOUTHERN CALIF GAS CO
$30.57
2024-08
2024-08 GAS SERVICES
DIVISION/ORG TOTAL
17160000
-
PARKS & COMM SERV-FACILITIES
$3,479.08
17190000
PARKS & COMM SER-
YOUTH SERVICE
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$38.82
181292063-0
PHONE SERVICE 08/23-09/22
749500
PROF AND SPEC SERVICES
9/11/2024
179525
CALIFITNESS INC
$295.00
40864
2024-08 MT SERVICE-LF
PAGE
43 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17190000
PARKS & COMM SER-
YOUTH SERVICE
749500
PROF AND SPEC SERVICES
9/11/2024
179561
ROSAEMA S GUZMAN
$189.00
2024-08
2024-08 ZUMBA CLASS INSTR
749500
PROF AND SPEC SERVICES
9/11/2024
179609
VANESSA MCBRIDE
$60.00
71826
YOGA INSTRUCTION 08/3,27&
749500
PROF AND SPEC SERVICES
9/11/2024
179649
CINDY LYNN RODRIGUEZ
$396.00
2024-08
BPO/SENIOR AEROBICS-WTR A
749500
PROF AND SPEC SERVICES
9/25/2024
179748
ROSAEMA S GUZMAN
$168.00
2024-09
2024-09 ZUMBA CLASS INSTR
749500
PROF AND SPEC SERVICES
9/25/2024
179792
VANESSA MCBRIDE
$40.00
72672
YOGA INSTRUCTOR-SEP 2024
749500
PROF AND SPEC SERVICES
9/25/2024
179820
P.A.T.Y.'S STUDIO
$80.00
09172024
PATY DANCE STUDIO SERVICE
749500
PROF AND SPEC SERVICES
9/25/2024
179834
CINDY LYNN RODRIGUEZ
$506.00
2024-09
WTR AEROBICS CLASS INSTRU
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$37.99
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$19.29
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$24.52
2024-08
2024-08 CONSOLIDATED FOR
767603
B&GC 03 PROFESS SVC
PROP6
9/11/2024
179579
DBA: JANITORIAL INC.
$760.00
451385
2024-08 JANITORAL SERVICS
767603
B&GC 03 PROFESS SVC
PROP6
9/11/2024
179579
DBA: JANITORIAL INC.
$760.00
450469
2024-07 MNTHLY JANITORIAL
768000
CONCESSION SUPPLIES
9/11/2024
179658
SMART & FINAL CORP
$964.50
2024-08
CAMP CONCESSION
DIVISION/ORG TOTAL
17190000
-
PARKS & COMM SER-YOUTH SERVICE
$4,339.12
PAGE
44 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17210000
PARKS & COMM
SERV-COMM
PROM/EV
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$12.94
181292063-0
PHONE SERVICE 08/23-09/22
756000
ADVERTISING & PUBLIC
REL
9/11/2024
179564
SANTA MARIA CALIFORNIA
NEWS MEDIA INC
$400.00
08241044
2024-08 FRONT PAGE ADD AG
761100
RENAISSANCE FAIRE
EXPENSE
9/11/2024
179577
J H TACKETT INC
$916.19
810773
REN FAIR BANNER
761100
RENAISSANCE FAIRE
EXPENSE
9/11/2024
179577
J H TACKETT INC
$201.96
810846
REN FAIR PRINTING SERV
761100
RENAISSANCE FAIRE
EXPENSE
9/25/2024
179791
GEORGE MCARTHUR
$1,400.00
72676
Renaissance Faire Enterta
761110
ICE RINK EXPENSES
9/11/2024
1330
SOUTHERN CALIF GAS CO
$15.78
2024-08
2024-08 GAS SERVICES
761110
ICE RINK EXPENSES
9/25/2024
179763
JILL CAVIEZEL
$1,500.00
001
AUGUST CONSULT SERVICES
761110
ICE RINK EXPENSES
9/25/2024
179847
VELASA SPORTS, INC.
$5,951.22
INV002567
WINTER WONDERLAND SKATE
S
DIVISION/ORG TOTAL
17210000
-
PARKS & COMM SERV-COMM PROM/EV
$10,398.09
17220000
PARKS & COMM
SERV-PARKS
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$225.00
40496
FY25 SAFETY SHOES - BARBA
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$40.90
5031456353
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$40.90
5031453251
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$222.94
INV00402421
FY25 SAFETY SHOES/DONNIE
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$40.90
5031462393
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$40.90
5031465581
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$40.90
5031459652
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/6/2024
179500
T-MOBILE USA INC
$466.02
992424539 2024-08
2024-08 ACCT#992424539 P&
PAGE
45 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17220000
PARKS & COMM
SERV-PARKS
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$25.88
181292063-0
PHONE SERVICE 08/23-09/22
749500
PROF AND SPEC SERVICES
9/11/2024
179527
CLEAN CUT LANDSCAPE
MANAGEMENT INC
$145.00
5039
EXTRA WORK - PARKS
749500
PROF AND SPEC SERVICES
9/11/2024
179587
PHILLIP J GAPEN
$8.58
9557
BPO LOCKSMITH SERVICES
749500
PROF AND SPEC SERVICES
9/11/2024
179587
PHILLIP J GAPEN
$13.67
9549
BPO LOCKSMITH SERVICES
749500
PROF AND SPEC SERVICES
9/25/2024
179761
J H TACKETT INC
$541.57
810794
PARKS UNIFORMS
749500
PROF AND SPEC SERVICES
9/25/2024
179768
KINGS CO GLASS
$239.71
I081963
GLASS REPAIR FOR FREDDY F
749500
PROF AND SPEC SERVICES
9/25/2024
179773
KINGS MEDICAL CENTERS
$95.00
250660
PHYSICAL EXAMS DOT
749502
TUITION
9/11/2024
179684
LEVI E WINEBRENNER
$1,364.00
TUITION-MGT312T
TUITION REIMBURSEMENT
749502
TUITION
9/11/2024
179685
LEVI E WINEBRENNER
$2,728.00
CY24 Q3
AUG2024TUITIONREIMBURSEM
E
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179726
CLEAN CUT LANDSCAPE
MANAGEMENT INC
$145.00
5097
EXTRA WORK PINOEER TO MIL
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$789.12
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179524
CALIF TURF EQUIPMENT &
SUPPLY INC
$189.44
646420
EQUIPMENT RENTAL
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179524
CALIF TURF EQUIPMENT &
SUPPLY INC
$189.44
647385
EQUIPMENT RENTAL
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179524
CALIF TURF EQUIPMENT &
SUPPLY INC
$598.55
647815
OVERSEED FOR CIVIC
PAGE
46 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17220000
PARKS & COMM
SERV-PARKS
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179524
CALIF TURF EQUIPMENT &
SUPPLY INC
$1,282.60
647814
OVERSEED OF CIVIC
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179588
KINGS CO PIPE & SUPPLY
$1.06
2023453
BPO/IRRIGATION SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179588
KINGS CO PIPE & SUPPLY
$8.87
2022797
BPO/IRRIGATION SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179594
SCHAUB RENTAL AND SALES
INC
$857.98
29222
BPO/PARKS EQUIPMENT PARTS
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179636
PARK ASSOCIATES, INC
$484.87
IN24-1693
PLAYGROUND REPAIR PARTS
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179662
STONEY'S CONCRETE LLC
$60.64
797205
FILL DIRT-PARKS.
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179720
CALIF TURF EQUIPMENT &
SUPPLY INC
$189.44
648084
EQUIPMENT RENTAL
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179720
CALIF TURF EQUIPMENT &
SUPPLY INC
$189.44
649043
EQUIPMENT RENTAL
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179740
EWING IRRIGATION PROD INC
$470.38
23238491
IRRGATION SUPPLIES AND MA
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$469.34
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179770
KINGS CO PIPE & SUPPLY
$1.21
2023245
BPO/IRRIGATION SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179778
SCHAUB RENTAL AND SALES
INC
$252.04
29069
BPO/PARKS EQUIPMENT PARTS
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179778
SCHAUB RENTAL AND SALES
INC
$64.33
29348
BPO/PARKS EQUIPMENT PARTS
PAGE
47 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17220000
PARKS & COMM
SERV-PARKS
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179876
WEST VALLEY SUPPLY INC
$179.91
116287
BPO/SUPPLIES, PART, AND M
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179598
LINCOLN EQUIPMENT INC
$499.43
Q2028498
BPO CHEMICALS FOR PLUNGE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179598
LINCOLN EQUIPMENT INC
$224.76
Q2028604
BPO CHEMICALS FOR PLUNGE
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
($55.17)
6276476966-CR
CA CLIMATE CREDIT
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
$10.51
6276476966-04/24
SWR LFT STA#1 / 10514 IND
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
$9.53
6276476966-05/24
SWR LFT STA#1 / 10514 IND
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
$9.85
6276476966-06/24
SWR LFT STA#1 / 10514 IND
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
$10.51
6276476966-07/24
SWR LFT STA#1 / 10514 IND
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
$9.53
6276476966-08/24
SWR LFT STA#1 / 10514 IND
778000
UTILITIES-ELECTRICITY
9/25/2024
179821
P G & E
$9.85
6276476966-09/24
SWR LFT STA#1 / 10514 IND
823649
COMPREHENSIVE ACTV
TRANS
9/11/2024
179507
ALTA PLANNING AND DESIGN
INC
$10,045.00
304.0002023.104-13
ACTIVE TRANSPORTATION PLA
823649
COMPREHENSIVE ACTV
TRANS
9/25/2024
179704
ALTA PLANNING AND DESIGN
INC
$14,208.75
304.0002023.104-14
2024-08 ACTIVE TRANSPORTA
DIVISION/ORG TOTAL
17220000
-
PARKS & COMM SERV-PARKS
$37,686.08
17502091
INTERMODAL
FACILITY OPER
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179606
MATSON ALARM COMPANY, INC
$49.00
5088861
2024-09 ALARM SERVICE
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179606
MATSON ALARM COMPANY, INC
$49.00
4967415
2024-08 ALARM SERVICE
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179638
PEST CONTROL NOW INC
$35.00
44414029
2024-08 PEST CONTROL SVC
PAGE
48 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17502091
INTERMODAL
FACILITY OPER
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179668
TOTAL FILTRATION SERVICES,
INC
$0.00
2712442-00
BPO/FILTRATION SUPPLIES A
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179668
TOTAL FILTRATION SERVICES,
INC
$0.00
2712428-00
BPO/FILTRATION SUPPLIES A
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179668
TOTAL FILTRATION SERVICES,
INC
$0.00
2712441-00
BPO/FILTRATION SUPPLIES A
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179680
VESTIS GROUP, INC.
$14.00
5031453245
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179680
VESTIS GROUP, INC.
$44.81
5031456347
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179871
VESTIS GROUP, INC.
$14.00
5031459646
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179871
VESTIS GROUP, INC.
$14.00
5031465568
BPO/WWTP & BLG MAINT FLOO
DIVISION/ORG TOTAL
17502091
-
INTERMODAL FACILITY OPER
$219.81
17502100
BUILDING
MAINTENANCE
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$25.59
5031456354
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$25.59
5031453252
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$224.32
INV00402420
FY25 SAFETY SHOES/CURTIS
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$28.09
5031462394
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$25.59
5031465582
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$41.59
5031459653
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$38.82
181292063-0
PHONE SERVICE 08/23-09/22
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179508
AMERICAN INCORPORATED
$1,127.97
7178015
REPAIR AIRPORT OFFICE AC
PAGE
49 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17502100
BUILDING
MAINTENANCE
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179583
JONES-WALBAUM
CORPORATION
$394.76
759782
EXTENDED CLOUD STORAGE FO
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179606
MATSON ALARM COMPANY, INC
$312.00
5088861
2024-09 ALARM SERVICE
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179606
MATSON ALARM COMPANY, INC
$312.00
4967415
2024-08 ALARM SERVICE
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179638
PEST CONTROL NOW INC
$390.00
44414029
2024-08 PEST CONTROL SVC
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179668
TOTAL FILTRATION SERVICES,
INC
$384.89
2712442-00
BPO/FILTRATION SUPPLIES A
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179668
TOTAL FILTRATION SERVICES,
INC
$110.39
2712428-00
BPO/FILTRATION SUPPLIES A
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179668
TOTAL FILTRATION SERVICES,
INC
$403.19
2712441-00
BPO/FILTRATION SUPPLIES A
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179678
GEIL ENTERPRISES, INC
$229.30
451526
CHECK FAULTY ALARM ZONE
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179680
VESTIS GROUP, INC.
$62.71
5031453238
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179680
VESTIS GROUP, INC.
$57.72
5031459651
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179706
AMERICAN INCORPORATED
$909.68
7177498
REPAIR AC #2
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179706
AMERICAN INCORPORATED
$849.17
7177500
REPAIR ROOF AC UNIT
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179706
AMERICAN INCORPORATED
$808.10
7177499
REPAIR AC #1 AND #2 COE P
PAGE
50 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17502100
BUILDING
MAINTENANCE
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179836
RUCKSTELL CALIF SALES CO
$1,845.15
716743
REAR CAMERA INSTALL FOR B
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179867
GEIL ENTERPRISES, INC
$176.38
453556
REPLACE DEFECTIVE ALARM B
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179867
GEIL ENTERPRISES, INC
$0.00
451751
2024-09 FIRE EQUIPMENT AN
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179867
GEIL ENTERPRISES, INC
$0.00
451750
FIRE EQUIPMENT AND MONITO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179871
VESTIS GROUP, INC.
$62.71
5031434388
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179871
VESTIS GROUP, INC.
$57.72
5031466004
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179871
VESTIS GROUP, INC.
$62.71
5031466003
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179871
VESTIS GROUP, INC.
$62.71
5031459639
BPO/WWTP & BLG MAINT FLOO
758000
RENTS AND LEASES-EQUIP
9/25/2024
179863
UNITED RENTALS NORTH
AMERICA INC
$894.31
238382209-01
LIFT RENTAL FOR CIVIC AUD
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179567
HARBOR FREIGHT TOOLS
$33.20
40d03f30
BPO/SUPPLIES/TOOLS NEEDED
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179569
HD SUPPLY, INC.
$4.21
822101937
BPO/HOME DEPOT SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179569
HD SUPPLY, INC.
$19.73
823031992
BPO/HOME DEPOT SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179569
HD SUPPLY, INC.
$138.35
821102019
BPO/HOME DEPOT SUPPLIES
PAGE
51 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17502100
BUILDING
MAINTENANCE
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179569
HD SUPPLY, INC.
$17.05
821325735
BPO/HOME DEPOT SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179569
HD SUPPLY, INC.
$44.95
821325883
BPO/HOME DEPOT SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179588
KINGS CO PIPE & SUPPLY
$79.42
2023616
BPO/PIPES & SUPPLIES NEED
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179588
KINGS CO PIPE & SUPPLY
$71.25
2023550
BPO/PIPES & SUPPLIES NEED
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179588
KINGS CO PIPE & SUPPLY
$5.94
536737
BPO/PIPES & SUPPLIES NEED
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179657
THE SHERWIN WILLIAMS
COMPANY
$12.75
20761188570924
BPO/PAINT & SUPPLIES NEED
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179657
THE SHERWIN WILLIAMS
COMPANY
$52.08
03148191400924
BPO/PAINT & SUPPLIES NEED
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179755
HOLT LUMBER INC
$5.94
536737
BPO/REPAIR SUPPLIES SPRTS
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179770
KINGS CO PIPE & SUPPLY
$5.62
2023979
WAX RING
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179770
KINGS CO PIPE & SUPPLY
$23.42
2024056
BPO/PIPES & SUPPLIES NEED
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179795
CONSOLIDATED ELEC DIST, INC
$169.11
2877-1040550
BPO/ELECTRICAL SERVICES R
778500
UTILITIES-GAS
9/11/2024
1330
SOUTHERN CALIF GAS CO
$195.93
2024-08
2024-08 GAS SERVICES
DIVISION/ORG TOTAL
17502100
-
BUILDING MAINTENANCE
$10,802.11
17502102
BLDG (CITY)
RESERVES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179546
MICHAEL HARRIS
$1,476.80
S00030432
NEW WASHING MACHINE TO RE
PAGE
52 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
17502102
BLDG (CITY)
RESERVES
824606
CIVIC AUD BLINDS REPL
PRJ
9/25/2024
179879
Z BLINDS COMPANY, INC.
$14,950.00
74300
CIVIC AUDITORIUM BLINDS R
DIVISION/ORG TOTAL
17502102
-
BLDG (CITY) RESERVES
$16,426.80
17502131
COURTHOUSE
SQUARE FACIL
749500
PROF AND SPEC SERVICES
9/11/2024
179606
MATSON ALARM COMPANY, INC
$104.00
5088861
2024-09 ALARM SERVICE
749500
PROF AND SPEC SERVICES
9/11/2024
179606
MATSON ALARM COMPANY, INC
$104.00
4967415
2024-08 ALARM SERVICE
749500
PROF AND SPEC SERVICES
9/11/2024
179638
PEST CONTROL NOW INC
$35.00
44414029
2024-08 PEST CONTROL SVC
749500
PROF AND SPEC SERVICES
9/25/2024
179752
CITY OF HANFORD
$1,675.00
INV-00018156
113 COURT ST/LOT LINE ADJ
778500
UTILITIES-GAS
9/11/2024
1330
SOUTHERN CALIF GAS CO
$45.63
2024-08
2024-08 GAS SERVICES
DIVISION/ORG TOTAL
17502131
-
COURTHOUSE SQUARE FACIL
$1,963.63
20100000
PW-
ADMINISTRATION &
ENGR
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$8.28
5031456344
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$8.28
5031453242
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$8.28
5031462386
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$8.28
5031465574
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$8.28
5031459643
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/6/2024
179500
T-MOBILE USA INC
$93.45
993747413 2024-08
2024-08 ACCT 993747413/PU
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$232.92
181292063-0
PHONE SERVICE 08/23-09/22
744000
OFFICE EXPENSE MISC
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$169.59
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
744000
OFFICE EXPENSE MISC
9/25/2024
179804
OFFICE DEPOT (CONTRACT)
$202.54
32137026
2024-08 OFFICE SUPPLIES-
PAGE
53 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20100000
PW-
ADMINISTRATION &
ENGR
749500
PROF AND SPEC SERVICES
9/25/2024
179797
MICHAEL SUTHERLAND & ASSN
$300.00
232737-8
HANFORD TRACT NO. 881 UNI
749500
PROF AND SPEC SERVICES
9/25/2024
179797
MICHAEL SUTHERLAND & ASSN
$300.00
202699-4
HANFORD TRACT 927 REVIEW
749500
PROF AND SPEC SERVICES
9/25/2024
179797
MICHAEL SUTHERLAND & ASSN
$225.00
232737-9
HANFORD TRACT NO. 881 UNI
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179842
STERICYCLE, INC.
$109.84
8008227918
2024-08 DOCUMENT SHREDDIN
DIVISION/ORG TOTAL
20100000
-
PW-ADMINISTRATION & ENGR
$1,674.74
20110000
PW-STREET
MAINTENANCE
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$37.38
5031456345
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$37.38
5031453243
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$37.38
5031462387
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$37.38
5031465575
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$37.38
5031459644
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$25.88
181292063-0
PHONE SERVICE 08/23-09/22
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$225.59
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179549
ECONOLITE PRODUCTS INC
$23,526.89
INV225611
VISION CAMERAS/BRACKETS/C
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179584
K R C SAFETY CO INC
$49.05
65282
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179584
K R C SAFETY CO INC
$252.20
65305
BPO/PARTS & SUPPLIES
PAGE
54 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20110000
PW-STREET
MAINTENANCE
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$140.86
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179731
EDPO, LLC
$14.76
75566346
BPO/PROPANE
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179765
K R C SAFETY CO INC
$519.29
65519
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179784
LOWE'S
$573.83
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179799
MORGAN & SLATES
$297.25
1805633
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179841
THE SHERWIN WILLIAMS
COMPANY
$12.08
05150191400924
BPO/PAINT
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179862
UNITED PARCEL SERVICE
$100.31
0000F7476V354
SHIPPING FEES
772000
STREET CONST & MAINT
MTRL
9/11/2024
179603
MARTIN MARIETTA MATERIALS
INC
$444.78
43504619
BPO/MATERIAL/ASPHALT
772000
STREET CONST & MAINT
MTRL
9/11/2024
179603
MARTIN MARIETTA MATERIALS
INC
$938.28
43519554
BPO/MATERIAL/ASPHALT
772000
STREET CONST & MAINT
MTRL
9/11/2024
179603
MARTIN MARIETTA MATERIALS
INC
$687.34
43533244
BPO/MATERIAL/ASPHALT
772000
STREET CONST & MAINT
MTRL
9/25/2024
179739
ENNIS PAINT INC
$14,495.49
466398
BPO/PAINT & MATERIALS
772000
STREET CONST & MAINT
MTRL
9/25/2024
179739
ENNIS PAINT INC
$8,043.75
466621
BPO/PAINT & MATERIALS
772000
STREET CONST & MAINT
MTRL
9/25/2024
179787
MARTIN MARIETTA MATERIALS
INC
$347.80
43724421
BPO/MATERIAL/ASPHALT
PAGE
55 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20110000
PW-STREET
MAINTENANCE
772000
STREET CONST & MAINT
MTRL
9/25/2024
179848
STANDARD EMULSIONS INC
$249.98
3866
BPO/EMULSION
778000
UTILITIES-ELECTRICITY
9/25/2024
179823
P G & E
$291.60
6899346425-09/24
STREET LIGHTING / CORNW-I
DIVISION/ORG TOTAL
20110000
-
PW-STREET MAINTENANCE
$51,423.91
20310000
REFUSE OPERATIONS
730000
UNIFORM EXPENSE
9/6/2024
179467
BOOT BARN
$217.14
INV00386197
FY25 SAFETY SHOES/CRISTIA
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$219.83
40488
FY25 SAFETY SHOES - LOYA,
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$114.43
5031456346
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$143.70
5031453244
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$225.00
INV00402423
FY25 SAFETY SHOES/STEVE M
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$225.00
INV00402419
FY25 SAFETY SHOES/ALEXAND
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$146.72
5031462388
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$147.44
5031465576
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$185.12
5031459645
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179877
WORKINGMAN'S STORE INC
$78.29
135989
JACKET/RODRIGUEZ STEVE
732000
COMMUNICATIONS
9/6/2024
179500
T-MOBILE USA INC
$649.63
993747413 2024-08
2024-08 ACCT 993747413/PU
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$51.76
181292063-0
PHONE SERVICE 08/23-09/22
741200
EQUIPMENT
MAINTENANCE
9/11/2024
179503
AIRGAS, INC
$67.05
9153506785
BPO/EQUIPMENT
MAINTENANCE
749500
PROF AND SPEC SERVICES
9/25/2024
179773
KINGS MEDICAL CENTERS
$380.00
250660
PHYSICAL EXAMS DOT
PAGE
56 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20310000
REFUSE OPERATIONS
755000
OTHER CONTRACTUAL
SERVICE
9/25/2024
179776
KINGS WASTE & RECYCLE
AUTHORITY
$208,717.14
2024-08
2024-08 TIPPING FEES
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$71.64
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$312.80
2024-08
2024-08 CONSOLIDATED FOR
824001
COMMERCIAL/RECYCLE
DUMPST
9/25/2024
179874
WASTEQUIP MANUFACTURING
COMPANY LLC
$37,036.38
20INV000625064
BPO/ REFUSE CONTAINERS (R
DIVISION/ORG TOTAL
20310000
-
REFUSE OPERATIONS
$248,989.07
20320000
REFUSE STREET
CLEANING
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$3.52
5031456348
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$3.52
5031453246
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$3.52
5031462389
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$3.52
5031465577
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$3.52
5031459647
BPO/ACCT 2322940000 UNIFO
749500
PROF AND SPEC SERVICES
9/11/2024
179652
S C A OF CA, LLC
$83,181.79
2024-007335
COH STREET SWEEPING SERVI
DIVISION/ORG TOTAL
20320000
-
REFUSE STREET CLEANING
$83,199.39
20400000
FLEET MAINTENANCE
OPER
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$225.00
40494
FY25 SAFETY SHOES - AVILA
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$61.82
5031456349
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179682
VESTIS GROUP, INC.
$45.82
5031453247
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$178.56
INV00402417
FY25 SAFETY SHOES/KHALIFE
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$222.00
INV00402418
FY25 SAFETY SHOES/GUSTAVO
PAGE
57 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$45.82
5031462390
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$45.82
5031465578
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$48.32
5031459648
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$25.88
181292063-0
PHONE SERVICE 08/23-09/22
743300
FUEL AND LUBE
MAINTENANCE
9/11/2024
179576
J C LANSDOWNE DIST INC
$1,490.78
257646
BPO/FUEL SERVICES
743300
FUEL AND LUBE
MAINTENANCE
9/11/2024
179590
KINGS PETROLEUM LLC
$31,603.98
356445
BPO/FUEL SERVICES
743300
FUEL AND LUBE
MAINTENANCE
9/11/2024
179650
ROE OIL COMPANY
$99.89
264201CT
BPO/FUEL COSTS
743300
FUEL AND LUBE
MAINTENANCE
9/25/2024
179760
J C LANSDOWNE DIST INC
$994.87
259318
BPO/FUEL SERVICES
743300
FUEL AND LUBE
MAINTENANCE
9/25/2024
179760
J C LANSDOWNE DIST INC
$2,281.87
259848
BPO/FUEL SERVICES
743300
FUEL AND LUBE
MAINTENANCE
9/25/2024
179775
KINGS PETROLEUM LLC
$27,010.33
360159
BPO/FUEL SERVICES
743300
FUEL AND LUBE
MAINTENANCE
9/25/2024
179869
VAN DE POL ENTERPRISES
$710.44
0513360-IN
BPO/FUEL SERVICES
743400
TIRES AND TUBES
9/11/2024
179515
BADASCI TIRE CO, INC
$1,310.35
196329
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/11/2024
179515
BADASCI TIRE CO, INC
$327.11
196259
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/11/2024
179515
BADASCI TIRE CO, INC
$568.34
196396
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/11/2024
179515
BADASCI TIRE CO, INC
$1,948.69
196506
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/11/2024
179543
DELRAY TIRE & RETREADING,
INC
$618.54
750062390
BPO/TIRES AND TUBES
PAGE
58 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
743400
TIRES AND TUBES
9/11/2024
179543
DELRAY TIRE & RETREADING,
INC
$256.76
750062389
BPO/TIRES AND TUBES
743400
TIRES AND TUBES
9/11/2024
179543
DELRAY TIRE & RETREADING,
INC
$974.79
750062560
BPO/TIRES AND TUBES
743400
TIRES AND TUBES
9/11/2024
179543
DELRAY TIRE & RETREADING,
INC
$713.07
750062523
BPO/TIRES AND TUBES
743400
TIRES AND TUBES
9/25/2024
179709
BADASCI TIRE CO, INC
$3,550.07
196563
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/25/2024
179709
BADASCI TIRE CO, INC
$423.13
196609
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/25/2024
179709
BADASCI TIRE CO, INC
$2,620.69
196704
BPO/TIRES, TUBES, PARTS A
743400
TIRES AND TUBES
9/25/2024
179733
DELRAY TIRE & RETREADING,
INC
$309.77
750062350
BPO/TIRES AND TUBES
743400
TIRES AND TUBES
9/25/2024
179733
DELRAY TIRE & RETREADING,
INC
$620.77
750062349
BPO/TIRES AND TUBES
743400
TIRES AND TUBES
9/25/2024
179733
DELRAY TIRE & RETREADING,
INC
$584.28
750062692
BPO/TIRES AND TUBES
749500
PROF AND SPEC SERVICES
9/11/2024
179516
W BANKS MOORE, INC
CUST#01833
$110.00
INV509032
2024-09 VEHICLE PARTS AND
749500
PROF AND SPEC SERVICES
9/11/2024
179572
HERWALDT AUTOMOTIVE
GROUP INC
$63.00
34929
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/11/2024
179611
CAR WASH PARTNERS LLC
$1,075.00
226721
2024-08 CAR WASHES
749500
PROF AND SPEC SERVICES
9/11/2024
179619
OIL CHANGERS INC
$98.28
2024-08
PD CAR WASH-AUGUST
749500
PROF AND SPEC SERVICES
9/11/2024
179634
PACIFIC TOWING & TRANSPORT
$65.00
12564
TOW SERVICE FOR SERVICE T
749500
PROF AND SPEC SERVICES
9/11/2024
179654
SAN JOAQUIN VALLEY AIR
POLLUTION
$645.00
C364044
24/25 PORTABLE EQUIPMENT
749500
PROF AND SPEC SERVICES
9/11/2024
179656
SAWTELLE & ROSPRIM
MACHINE SHOP
$3,800.00
13363
BPO PARTS/LABOR
PAGE
59 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
749500
PROF AND SPEC SERVICES
9/25/2024
179699
CESAR RODRIGUEZ
$800.00
001457
BPO/VEHICLE PARTS & LABOR
749500
PROF AND SPEC SERVICES
9/25/2024
179710
W BANKS MOORE, INC
CUST#01833
$300.00
INV506441
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/25/2024
179715
MC KEE ENTERPRISES, LLC
$41.75
90403
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/25/2024
179738
E M THARP INC INTERSTATE
BILLING #596724
$4,875.00
01EMT12716
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/25/2024
179767
KELLER MOTORS OF HANFORD
$700.00
61693721
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/25/2024
179768
KINGS CO GLASS
$65.00
I082052
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/25/2024
179836
RUCKSTELL CALIF SALES CO
$750.00
716784
BPO/VEHICLE PARTS AND LAB
749500
PROF AND SPEC SERVICES
9/25/2024
179840
SAWTELLE & ROSPRIM
MACHINE SHOP
$411.35
13321
BUSHINGS/ROUND TUBING
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179502
CENTRAL VALLEY GMC
$267.91
F00377674101
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179502
CENTRAL VALLEY GMC
$857.16
F00377782401
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179502
CENTRAL VALLEY GMC
$838.43
F00377816501
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179502
CENTRAL VALLEY GMC
$24.28
F00377855101
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179505
ALPHA HYDRAULICS INC
$625.06
2601
BPO/PARTS & SUPPLIES
PAGE
60 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179506
ALTA LANGUAGE SERVICES INC
$66.00
IS738350
BILINGUAK TEST-JOSE MUNGU
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179552
ELBERT DISTRIBUTING, INC
$177.99
24129140
BPO/FUEL AND PARTS
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179572
HERWALDT AUTOMOTIVE
GROUP INC
$17.33
34929
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179595
LAWRENCE TRACTOR CO
$1,946.10
691453
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179595
LAWRENCE TRACTOR CO
$203.46
692897
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179595
LAWRENCE TRACTOR CO
$702.42
693429
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179613
MORGAN & SLATES
$33.27
1804571
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179614
MUNICIPAL MAINTENANCE
EQUIPMENT
$56.33
026167
BPO/PARTS AND LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$7.14
456256
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$308.77
456339
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$12.99
456595
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$5.23
456825
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$14.15
456792
BPO / PARTS & SUPPLIES
PAGE
61 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$5.78
456738
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$26.79
456710
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$136.67
456978
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$4.78
456993
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$132.23
457029
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
$235.23
457435
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179615
CENCAL AUTO & TRUCK PARTS
INC
($7.14)
456359
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179618
O'REILLY AUTOMOTIVE STORES
INC
$163.86
3632-320025
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179618
O'REILLY AUTOMOTIVE STORES
INC
($163.86)
3632-320180
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179618
O'REILLY AUTOMOTIVE STORES
INC
$10.71
3632-321675
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$15.77
064-810077
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$125.48
298-204760
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$163.01
062-558070
BPO/PARTS & SUPPLIES
PAGE
62 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$61.23
062-560605
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$67.28
298-204385
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
($67.28)
298-101086
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
($63.28)
298-101155
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
($188.30)
298-101202
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$31.37
298-204924
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$158.83
350-295466
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$67.28
298-205154
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$61.06
064-820873
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$61.48
064-820202
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$9.94
298-205123
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$8.26
064-816866
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$11.70
298-205455
BPO/PARTS & SUPPLIES
PAGE
63 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$23.40
298-205456
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$26.90
064-828978
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179637
PARTS AUTHORITY METRO LLC
$163.34
298-205501
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179651
RUCKSTELL CALIF SALES CO
$196.50
716626
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179651
RUCKSTELL CALIF SALES CO
$86.94
716630
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179651
RUCKSTELL CALIF SALES CO
$1,900.53
716703
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179651
RUCKSTELL CALIF SALES CO
$1,691.32
716704
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179651
RUCKSTELL CALIF SALES CO
$746.01
716717
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179656
SAWTELLE & ROSPRIM
MACHINE SHOP
$16.17
13363
BPO PARTS/LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179659
SMITH AUTO PARTS, INC
$18.97
9137-146655
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179659
SMITH AUTO PARTS, INC
$153.29
9137-147271
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179659
SMITH AUTO PARTS, INC
$4.56
9137-148849
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179670
TURF STAR INC
$1,493.50
INV041944
BPO/PARTS AND SUPPLIES
PAGE
64 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179700
CENTRAL VALLEY GMC
$231.50
F00377930301
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179700
CENTRAL VALLEY GMC
$97.54
F00377982801
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179700
CENTRAL VALLEY GMC
$1,047.27
F00377975301
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179700
CENTRAL VALLEY GMC
$20.88
F00378078101
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179700
CENTRAL VALLEY GMC
$726.63
F00378078801
BPO/VEHICLE PARTS & LABOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$51.46
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179738
E M THARP INC INTERSTATE
BILLING #596724
$991.58
01EMT12716
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179745
GRAINGER, INC
($104.34)
9231633331
RETURN OF BALL VAVLES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179745
GRAINGER, INC
$250.65
9245213062
HEATER HOSE FOR MISC-REFU
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179745
GRAINGER, INC
$36.51
9245394268
A/C HOSE FOR #200
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179745
GRAINGER, INC
$104.34
9225597245
MANUAL 2-WAY BALL VALVE
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179745
GRAINGER, INC
$142.15
9247373179
ROLLER GUIDES FOR WASH RA
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179749
HAAKER EQUIP CO
$151.33
C5A25E
BPO/VEHICLE PARTS AND LAB
PAGE
65 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179749
HAAKER EQUIP CO
$1,702.13
C5A23F
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179749
HAAKER EQUIP CO
$244.50
C1AJ0S
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179750
HANFORD MOTORS, LLC
$21.58
101032
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179767
KELLER MOTORS OF HANFORD
$953.73
61693721
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179767
KELLER MOTORS OF HANFORD
($214.50)
61697771
REF. TO RO#6169372
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179768
KINGS CO GLASS
$305.17
I082052
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179769
PHILLIP J GAPEN
$35.00
9581
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179777
KROEGER EQUIP & SUPPLY
$1,187.45
06P115198
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179779
LAWRENCE TRACTOR CO
$205.43
694228
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179779
LAWRENCE TRACTOR CO
$50.62
694220
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179779
LAWRENCE TRACTOR CO
$31.23
694221
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179779
LAWRENCE TRACTOR CO
$318.14
694225
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179781
LAWSON PRODUCTS, INC
$14.37
1405088626
Credit taken twice PO#224
PAGE
66 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179783
LITTLE WORLEY'S AUTO
ELECTRIC
$85.26
65439
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179799
MORGAN & SLATES
$445.74
1804808
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
($25.73)
456352
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$6.16
457420
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$13.77
457493
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$73.75
457804
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$149.70
458002
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$48.20
457973
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$16.67
458083
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$86.06
458085
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$425.76
458005
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$257.80
458678
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$159.35
458465
BPO / PARTS & SUPPLIES
PAGE
67 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$8.58
458477
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$29.67
458030
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$48.55
458561
BPO / PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179803
O'REILLY AUTOMOTIVE STORES
INC
$22.97
3632-322842
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179803
O'REILLY AUTOMOTIVE STORES
INC
$15.00
3632-322862
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$62.74
298-205590
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$7.93
298-205299
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$40.55
298-205179
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$1.97
298-205184
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$5.22
298-205191
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$68.96
298-205190
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$75.10
064-833356
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$31.37
064-831477
BPO/PARTS & SUPPLIES
PAGE
68 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$300.20
298-206085
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$20.57
298-205930
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$69.58
298-205992
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$9.58
298-206016
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179828
PARTS AUTHORITY METRO LLC
$42.66
298-206067
BPO/PARTS & SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179833
RENEWELL FLEET SERVICE LLC
$51.00
3135
BPO / PARTS
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179836
RUCKSTELL CALIF SALES CO
$124.07
716763
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179840
SAWTELLE & ROSPRIM
MACHINE SHOP
$11.89
13321
BUSHINGS/ROUND TUBING
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179843
SMITH AUTO PARTS, INC
($19.53)
149764
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179843
SMITH AUTO PARTS, INC
$498.96
9137-149380
BPO/PARTS AND SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179862
UNITED PARCEL SERVICE
$24.58
0000F7476V354
SHIPPING FEES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179878
ASBURY ENVIRONMENTAL
SERVICES
$243.99
I500-01118719
BPO/VEHICLE PARTS AND LAB
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179878
ASBURY ENVIRONMENTAL
SERVICES
$135.14
I500-01118860
BPO/VEHICLE PARTS AND LAB
PAGE
69 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20400000
FLEET MAINTENANCE
OPER
777000
TRAINING/TRAVEL/MEETIN
G
9/11/2024
179513
AVILA, EMMANUEL
$387.00
TRV 2024 10/21-25
TRV RIVERSIDE 2024 10/21-
777000
TRAINING/TRAVEL/MEETIN
G
9/11/2024
179608
KHALIFER MATTHEWS
$387.00
TRV 2024 10/21-25
TRV RIVERSIDE 2024 10/21-
778500
UTILITIES-GAS
9/11/2024
1330
SOUTHERN CALIF GAS CO
$108.64
2024-08
2024-08 GAS SERVICES
825005
SHOP EQUIPMENT
9/25/2024
179745
GRAINGER, INC
$223.92
9251840493
WHEEL DOLLY FOR MISC FLEE
825005
SHOP EQUIPMENT
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$487.99
458521
JACK STANDS FOR FLEET SHO
825005
SHOP EQUIPMENT
9/25/2024
179800
CENCAL AUTO & TRUCK PARTS
INC
$411.08
458524
JACK STANDS & EXT CORD FO
941500
SUBROGATION EXPENSE
9/11/2024
179502
CENTRAL VALLEY GMC
$102.40
F00377717101
PD2501*ACCIDENT LIGHTS FO
941500
SUBROGATION EXPENSE
9/11/2024
179502
CENTRAL VALLEY GMC
$52.41
F00377748801
ACCIDENT*PD2501 LIGHT FOR
941500
SUBROGATION EXPENSE
9/11/2024
179502
CENTRAL VALLEY GMC
($52.41)
F00377778101
#128*ACCIDENT - PD 2501 L
941500
SUBROGATION EXPENSE
9/11/2024
179578
JACK B MARTIN
$211.45
30281
#33*ACCIDENT H2402325 - B
941500
SUBROGATION EXPENSE
9/25/2024
179825
PACIFIC TOWING & TRANSPORT
$275.00
13266
TOW SERVICE FOR #128 ACCI
DIVISION/ORG TOTAL
20400000
-
FLEET MAINTENANCE OPER
$122,341.89
20610000
STORM DRAINAGE
OPERATIONS
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$87.50
5031456350
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$38.44
5031453248
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$119.59
5031462391
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$70.74
5031465579
BPO/ACCT 2322940000 UNIFO
PAGE
70 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20610000
STORM DRAINAGE
OPERATIONS
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$56.07
5031459649
BPO/ACCT 2322940000 UNIFO
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$60.23
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179784
LOWE'S
$90.62
2024-08
2024-08 CONSOLIDATED FOR
DIVISION/ORG TOTAL
20610000
-
STORM DRAINAGE OPERATIONS
$523.19
20710000
WASTEWATER
OPERATIONS
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$225.00
40997
FY25 SAFETY SHOES - RIOS,
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$61.55
5031456343
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$75.24
5031453241
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179714
BOOT BARN
$225.00
INV00402422
FY25 SAFETY SHOES/JESSICA
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$57.34
5031462396
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$57.34
5031465585
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$105.91
5031459642
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$129.40
181292063-0
PHONE SERVICE 08/23-09/22
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$297.36
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179745
GRAINGER, INC
$29.73
9242465095
BPO/EQUIPMENT
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179745
GRAINGER, INC
$71.94
9250768489
BPO/EQUIPMENT
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$246.29
2024-08
2024-08 CONSOLIDATED FOR
PAGE
71 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20710000
WASTEWATER
OPERATIONS
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179802
NORTH CENTRAL
LABORATORIES
$354.72
508994
BPO/EQUIPMENT MTCE
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179853
TELSTAR INSTRUMENTS, INC
$7,186.43
123435
BPO/EQUIPMENT MTCE
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179853
TELSTAR INSTRUMENTS, INC
$13,680.00
123436
BPO/EQUIPMENT MTCE
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179861
TURNUPSEED ELECTRIC
$1,974.67
236626
MARATHON 3HP RECONDITION
744000
OFFICE EXPENSE MISC
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$118.84
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
744000
OFFICE EXPENSE MISC
9/25/2024
179804
OFFICE DEPOT (CONTRACT)
$164.52
32137026
2024-08 OFFICE SUPPLIES-
745000
PUBLICATIONS AND DUES
9/11/2024
179616
NEW DEAL DITCH CO
$866.21
240911
ASSESSMENT 130-CALL NO.1
749500
PROF AND SPEC SERVICES
9/11/2024
179599
LOU'S GLOVES INC
$891.00
056722
BPO/LAB SUPPLIES
749500
PROF AND SPEC SERVICES
9/11/2024
179638
PEST CONTROL NOW INC
$70.00
44414029
2024-08 PEST CONTROL SVC
749500
PROF AND SPEC SERVICES
9/11/2024
179647
RESOURCE COMPLIANCE INC
$750.00
INV1732
2024-09 PROCESS SAFETY CO
749500
PROF AND SPEC SERVICES
9/11/2024
179654
SAN JOAQUIN VALLEY AIR
POLLUTION
$2,135.00
C364263
24/25 ANNUAL PERMITS TO O
749500
PROF AND SPEC SERVICES
9/11/2024
179680
VESTIS GROUP, INC.
$199.36
5031459636
BPO/WWTP & BLG MAINT FLOO
749500
PROF AND SPEC SERVICES
9/25/2024
179741
FRUIT GROWERS LABORATORY,
INC
$8,214.00
2024-08
BPO/PROFESSIONAL SERVICES
749500
PROF AND SPEC SERVICES
9/25/2024
179838
SANCHEZ BROS FARMING
$3,420.00
1561
ANNUAL CHISELING SERVICE
PAGE
72 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20710000
WASTEWATER
OPERATIONS
749500
PROF AND SPEC SERVICES
9/25/2024
179871
VESTIS GROUP, INC.
$71.60
5031466002
BPO/WWTP & BLG MAINT FLOO
755000
OTHER CONTRACTUAL
SERVICE
9/11/2024
179673
UNWIRED BROADBAND INC
$69.99
INV02090740
BPO/INTERNET SERVICE WWTP
755100
WWTP EFFLUENT
DISPOSAL
9/11/2024
179592
LAKESIDE IRRIGATION WATER
DISTRICT
$15,000.00
2024-08
2024-08 WWTP EFFLUENT
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$192.03
2024-07
2024-07 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179570
HD SUPPLY, INC.
$360.60
818835894
JANITORIAL SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179705
AMAZON CAPITAL SERVICE,
INC.
$15.00
1DWX-K3HM-KVQ7
2024-08 AMAZON PURCHASES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$178.64
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179799
MORGAN & SLATES
$5.93
1806361
BPO/SPECIAL DEPT EXPENSE
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179876
WEST VALLEY SUPPLY INC
$749.14
116124
BPO/SPECIAL DEPT EXPENSE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179576
J C LANSDOWNE DIST INC
$812.95
257221
BPO/CHEMICALS
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179665
THATCHER CO OF CALIF INC
$24,373.37
2024250104970
BPO/CHEMICALS/CHEM SUPP
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179665
THATCHER CO OF CALIF INC
($6,000.00)
2024250901070
BPO/CHEMICALS/CHEM SUPP
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179760
J C LANSDOWNE DIST INC
$606.61
258675
BPO/CHEMICALS
PAGE
73 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20710000
WASTEWATER
OPERATIONS
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179854
THATCHER CO OF CALIF INC
$24,133.47
2024250105298
BPO/CHEMICALS/CHEM SUPP
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179854
THATCHER CO OF CALIF INC
($6,000.00)
2024250901149
BPO/CHEMICALS/CHEM SUPP
778500
UTILITIES-GAS
9/11/2024
1330
SOUTHERN CALIF GAS CO
$14.79
2024-08
2024-08 GAS SERVICES
825014
WWTP LAB & ADMIN (2)
A/C
9/11/2024
179539
CRAIN'S, INC
$24,875.00
13765
WASTEWATER (2) A/C UNITS
DIVISION/ORG TOTAL
20710000
-
WASTEWATER OPERATIONS
$121,065.97
20720000
SANITARY SEWER
COLLECTION
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$43.70
5031456342
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$29.24
5031453240
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$27.52
5031462395
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$27.52
5031465584
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$27.52
5031459641
BPO/ACCT 2322940000 UNIFO
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179853
TELSTAR INSTRUMENTS, INC
$2,384.38
123437
BPO/EQUIPMENT
760000
SPECIAL DEPARTMENTAL
EXP
9/6/2024
179483
HOME DEPOT U S A INC-DEPT
32 2540194606
$7.81
2024-07
2024-07 CONSOLIDATED FOR
778000
UTILITIES-ELECTRICITY
9/25/2024
179822
P G & E
$782.10
5401477022-09/24
LIFT STATION/NW COR RR TR
DIVISION/ORG TOTAL
20720000
-
SANITARY SEWER COLLECTION
$3,329.79
20730000
WASTEWATER
CAPITAL & RESV
824621
DESIGN&CONST OF SCE-
OWNED
9/25/2024
179846
SOUTHERN CALIF EDISON CO
$336,962.00
7590578208
DESIGN & CONSTRUCTION OF
DIVISION/ORG TOTAL
20730000
-
WASTEWATER CAPITAL & RESV
$336,962.00
20810000
WATER OPERATIONS
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$221.99
40495
FY25 SAFETY SHOES - HICKS
PAGE
74 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$225.00
40486
FY25 SAFETY SHOES - CABRE
730000
UNIFORM EXPENSE
9/11/2024
179591
JASON ALLEN BRANDON DBA
$214.46
40487
FY25 SAFETY SHOES - WILLI
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$77.58
5031456351
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/11/2024
179680
VESTIS GROUP, INC.
$77.58
5031453249
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$112.08
5031462392
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$82.58
5031465580
BPO/ACCT 2322940000 UNIFO
730000
UNIFORM EXPENSE
9/25/2024
179871
VESTIS GROUP, INC.
$77.58
5031459650
BPO/ACCT 2322940000 UNIFO
732000
COMMUNICATIONS
9/11/2024
179663
U S TELEPACIFIC CORP
$77.93
181292063-0
PHONE SERVICE 08/23-09/22
741200
EQUIPMENT
MAINTENANCE
9/11/2024
179518
BACKFLOW APPARATUS &
VALVE CO, INC
$176.23
286549
FEBCO 805Y-825 3" CHECK K
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179706
AMERICAN INCORPORATED
$783.35
7177766
R134A PER PUND REFRIGERAN
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179853
TELSTAR INSTRUMENTS, INC
$2,189.87
123320
EMERGENCY CALL OUT REPLAC
741200
EQUIPMENT
MAINTENANCE
9/25/2024
179853
TELSTAR INSTRUMENTS, INC
$2,483.00
123321
REPLACE EXHAUST FANS WELL
744000
OFFICE EXPENSE MISC
9/25/2024
179804
OFFICE DEPOT (CONTRACT)
$69.88
32137026
2024-08 OFFICE SUPPLIES-
745000
PUBLICATIONS AND DUES
9/11/2024
179522
CALIF STATE WATER RESOURCE
CTL BRD
$160.00
240911
BPO/WTR TREATMNT-LICENSE
745000
PUBLICATIONS AND DUES
9/25/2024
179717
CALIF STATE WATER RESOURCE
CTL BRD
$60.00
32759 D. BROWN
OP# 32759 DON BROWN CERT.
749000
CONTRACTED LEGAL
SERVICES
9/25/2024
179746
GRISWOLD, LASALLE, COBB,
DOWD & GIN
$4,803.57
2024-08
2024-08 LEGAL SVC
PAGE
75 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
749500
PROF AND SPEC SERVICES
9/11/2024
179514
B S K & ASSOCIATES INC
$100.80
AH20403
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/11/2024
179514
B S K & ASSOCIATES INC
$453.60
AH20402
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/11/2024
179514
B S K & ASSOCIATES INC
$25.20
AH21277
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/11/2024
179514
B S K & ASSOCIATES INC
$453.60
AH20991
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/11/2024
179514
B S K & ASSOCIATES INC
$100.80
AH20997
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/11/2024
179532
COMCAST BUSINESS
$109.52
216199131
2024-08 UTILITIES
749500
PROF AND SPEC SERVICES
9/11/2024
179654
SAN JOAQUIN VALLEY AIR
POLLUTION
$900.00
C364325
BPO/CLEAN AIR PERMIT TO O
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$58.80
AH22617
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$58.80
AH22618
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$117.60
AH22619
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$58.80
AH22621
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$453.60
AH22270
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$100.80
AH22268
BPO/WATER SAMPLING
PAGE
76 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$453.60
AH21762
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$100.80
AH21756
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$151.20
AH22398
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$151.20
AH22910
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$58.80
AH23357
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$126.00
AH22532
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$453.60
AH22913
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179708
B S K & ASSOCIATES INC
$100.80
AH22897
BPO/WATER SAMPLING
749500
PROF AND SPEC SERVICES
9/25/2024
179773
KINGS MEDICAL CENTERS
$95.00
250660
PHYSICAL EXAMS DOT
749500
PROF AND SPEC SERVICES
9/25/2024
179853
TELSTAR INSTRUMENTS, INC
$760.74
123319
BPO/SCADA MNTC
758000
RENTS AND LEASES-EQUIP
9/25/2024
179782
LINDE GAS & EQUIPMENT INC
$1,453.86
45189857
BPO/CO2 TANK RENTAL
758000
RENTS AND LEASES-EQUIP
9/25/2024
179782
LINDE GAS & EQUIPMENT INC
$881.77
44669502
BPO/CO2 TANK RENTAL
758000
RENTS AND LEASES-EQUIP
9/25/2024
179782
LINDE GAS & EQUIPMENT INC
$881.77
45259908
BPO/CO2 TANK RENTAL
PAGE
77 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
760000
SPECIAL DEPARTMENTAL
EXP
9/11/2024
179641
JOSEPH G POLLARD CO INC
$249.25
0270375
BPO/SUPPLIES
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179756
HOME DEPOT U S A INC-DEPT
32 2540194606
$762.08
2024-08
2024-08 CONSOLIDATED FOR
760000
SPECIAL DEPARTMENTAL
EXP
9/25/2024
179784
LOWE'S
$97.68
2024-08
2024-08 CONSOLIDATED FOR
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$988.63
52366449
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$585.85
52366448
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$410.71
52369834
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,171.72
52369835
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,830.80
52369833
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$966.53
52369832
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,830.80
52378401
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,318.18
52378403
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,278.57
52378405
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,318.18
52378402
BPO/CHLORINE
PAGE
78 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$823.86
52386390
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,208.33
52386386
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$539.88
52386389
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$966.53
52386387
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,281.56
52386385
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,739.26
52386383
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,439.28
52393952
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,409.72
52393951
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,061.86
52393949
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,354.79
52393948
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$1,025.25
52393947
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$549.24
52398652
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/11/2024
179672
UNIVAR SOLUTIONS USA INC
$292.93
52398653
BPO/CHLORINE
PAGE
79 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$640.78
52409046
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$714.29
52409045
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,647.72
52409044
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$885.99
52409043
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$492.75
52409042
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,350.00
52412771
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,409.72
52412770
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,391.41
1391.41
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$732.32
52412768
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,373.10
52412766
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$640.78
52421027
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,043.55
52421026
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,293.96
52427639
BPO/CHLORINE
PAGE
80 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
20810000
WATER OPERATIONS
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,651.38
52427638
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$794.57
52427637
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$821.56
52427636
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,260.71
52435211
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,409.72
52435209
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$732.32
52435208
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,006.94
52435204
BPO/CHLORINE
765000
CHEMICAL AND CHEMICAL
SUP
9/25/2024
179864
UNIVAR SOLUTIONS USA INC
$1,098.48
52435205
BPO/CHLORINE
799000
MATERIALS/SUPP'S/INVEN
TRY
9/25/2024
179824
PACE SUPPLY CORP
$1,165.09
199532758-4
BPO/PARTS AND SUPPLIES
DIVISION/ORG TOTAL
20810000
-
WATER OPERATIONS
$70,612.35
21040000
ACCUM CAPITAL
OUTLAY
824606
CIVIC AUD BLINDS REPL
PRJ
9/25/2024
179879
Z BLINDS COMPANY, INC.
$10,511.58
74300
CIVIC AUDITORIUM BLINDS R
DIVISION/ORG TOTAL
21040000
-
ACCUM CAPITAL OUTLAY
$10,511.58
26650000
GAS TAX - 2103
823618
PAVEMENT RESURFACING
TREA
9/11/2024
179511
ASPHALT PAVEMENT & RECYCL
TECH, INC
$2,180.00
12661
APART REPORT #23-0823 23/
823618
PAVEMENT RESURFACING
TREA
9/11/2024
179683
VSS INTERNATIONAL INC
$273,136.82
1 SINGLE FIBERIZED MICRO SU
DIVISION/ORG TOTAL
26650000
-
GAS TAX - 2103
$275,316.82
PAGE
81 OUT OF
82
DIVISION/ORG
CODE
ACCOUNT/OBJECT
CODE
CHECK
DATE
CHECK
NUMBER
VENDOR NAME
AMOUNT
INVOICE
INVOICE DESCRIPTION
29100000
WATER CAPITAL &
RESERVE
823637
NEW WATER SUPPLY WELL
9/25/2024
179830
PROVOST & PRITCHARD
CONSULTING GRP
$810.60
113056
Site Facility Design: Wel
DIVISION/ORG TOTAL
29100000
-
WATER CAPITAL & RESERVE
$810.60
TOTAL AMOUNTS FOR CHECKS:
$19,768,927.4
9 PAGE
82 OUT OF
82
13.B.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
Approval of the Minutes of the August 6, 2024, Meeting
RECOMMENDATION:
Recommendation: Approve the minutes of the August 6, 2024, meeting.
BACKGROUND
FISCAL IMPACT:
ATTACHMENTS:
1. August 6, 2024 Minutes
13.C.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
Approval of the Minutes of the August 20, 2024, Meeting
RECOMMENDATION:
Recommendation: Approve the minutes of the August 20, 2024, meeting.
BACKGROUND
FISCAL IMPACT:
ATTACHMENTS:
1. August 20, 2024 Minutes
13.D.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
Approval of the Minutes of the September 17, 2024, Meeting
RECOMMENDATION:
Recommendation: Approve the minutes of the September 17, 2024, meeting.
BACKGROUND
FISCAL IMPACT:
ATTACHMENTS:
1. September 17, 2024 Minutes
13.E.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
City Manager: Approval of the Holiday Closure of City Offices for 2024 and Authorization for the City Manager to work with Bargaining Units to negotiate the closure in future years.
RECOMMENDATION:
Recommendation: That the City Council, by motion, approve a one-time holiday closure spanning between Christmas Eve through New Years Day for certain bargaining groups and authorize the City Manager to sign Side Letter Agreements with the Executive Management Employees Association (EMEA), General Employees Management Association (GEMA), and Service Employees International Union Local 521(SEIU) adopting this one-time update.
BACKGROUND:
One of the City Council’s goals is to be an “employer of choice.” Over the past year and half, in support of that goal, the City's Human Resources division has implemented a Recruitment Incentive policy and city departments have adopted a modified work schedule allowing for the closure of City offices at noon on Fridays, while also extending hours on Monday through Thursday, to allow greater access to services by the public. Additionally, Council approved the closure of City offices (where possible) on Christmas Eve (December 24th), Christmas Day (December 25th), New Year’s Eve (December 31st) and New Year’s Day (January 1st).
With the approval of this "Closure", City of Hanford offices, where possible, will be closed to the public from Christmas Eve through New Year's Day. The Closure will result in three (3) additional days of holiday time for employees, more specifically two and a half days due to one of the days being a Friday in which offices typically close at noon. Approval of the Closure will not prevent a Department Head from requiring employees to work on a holiday if services to the public are deemed necessary. If any employees are required to work during this period, when their office is closed or is not permitted to have time off due to the nature of their position, they shall be compensated as outlined in the approved Side Letter Agreement and/or established Memorandum of Understanding (MOU).
Years ago, such a closure of city offices would likely have been met with opposition by the City Council. Today, the ability to recruit and/or retain qualified candidates has become extremely difficult.
Work-life balance is at the forefront of employee job satisfaction and this particular benefit has frequently been mentioned during surveys of city employees. Kings County already observes this same closure period and potential employees have, unfortunately, withdrawn from recruitment
processes after learning that the City of Hanford was not closed during this timeframe. If approved, this one-time update will be utilized on a trial basis to be further evaluated and discussed during upcoming labor negotiations.
FISCAL IMPACT:
The costs of this closure is due to necessary staff in multiple departments needed to continue to report into work. For example many divisions in Public Works and Utilities & Engineering Departments will continue to need to operate such as Refuse, Fleet, Wastewater, and Water. The total costs of this closure is approximately $52,000. The estimated costs to Enterprise Funds (non General Fund) divisions to operate is approximately $44,000. The approximate impact to the General Fund is $8,000. This estimate is based on the additional overtime costs that would be paid by the City in order to continue essential city functions and services during the closure.
ATTACHMENTS:
None
13.F.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
Administration: Approval of the annual City of Hanford Salary Schedules, pursuant to the California Code of Regulations (CCR) 570.5.
RECOMMENDATION:
Recommendation: That the City Council, by motion, approve the attached salary schedules to restate full-time employee salary ranges currently in place. The attached salary schedule also reflects an increase for part-time (hourly) employees and also identifies the hourly rates enforced if Proposition 32 successfully passes.
Recommended Motion: Approve the attached salary schedules and authorize administration to amend all other documents as may be necessary to implement the updates.
BACKGROUND:
Pursuant to the California Code of Regulations (CCR) 570.5, the California Public Employees’ Retirement System (CalPERS) requires that a publicly available pay schedule be used to determine pay rates. Additionally, pay rates shall be limited to the amount listed on a pay schedule and must meet all of the following eight requirements:
1. Be duly approved and adopted by the employer's governing body in accordance with the requirements of applicable public meetings laws
2. Identify the position title for every employee position
3. Show the pay rate as a single amount or multiple amounts within a range for each identified position
4. Indicate the time base, including, but not limited to, whether the time base is hourly, daily, bi- weekly, monthly, bi-monthly, or annually
5. Be posted at the office of the employer or immediately accessible and available for public review from the employer during normal business hours or posted on the employer's website
6. Indicate an effective date and date of any revisions
7. Is retained by the employer and available for public inspection for not less than five years
8. Does not reference another document in lieu of disclosing the pay rate
Staff intends to continue to obtain City Council approval on a frequent basis to satisfy the requirements set forth by the California Code of Regulations (CCR) 570.5.
FISCAL IMPACT:
The bargaining group increases were previously approved by City Council in 2022 and was incorporated in the budget which also includes minimum wage increases.
ATTACHMENTS:
1. City of Hanford Comprehensive Salary Schedule 11-05-24 REV
Salary Schedules
Adopted by City Council
November 5, 2024
BARGAINING OT FLSA SALARY
UNIT JOB TITLE DESIGNATION DESIGNATION RANGE 1/MIN 2 3 4 5/MAX 1/MIN 2 3 4 5/MAX GEMA Accountant 1 E 102 $5,819 $6,110 $6,415 $6,736 $7,073 33.57 35.25 37.01 38.86 40.80 SEIU Accounting Clerk 3 40 59 $3,793 $3,983 $4,182 $4,391 $4,611 21.88 22.98 24.13 25.33 26.60 GEMA Accounting Technician I 2 40 74 $4,404 $4,624 $4,855 $5,098 $5,353 25.41 26.68 28.01 29.41 30.88 GEMA Accounting Technician II 2 40 84 $4,865 $5,108 $5,363 $5,631 $5,913 28.06 29.47 30.94 32.49 34.11 GEMA Administrative Analyst I 1 E 95 $5,427 $5,699 $5,983 $6,283 $6,597 31.31 32.88 34.52 36.25 38.06 GEMA Administrative Analyst II 1 E 105 $5,995 $6,295 $6,609 $6,940 $7,287 34.59 36.32 38.13 40.04 42.04 SEIU Administrative Assistant 3 40 69 $4,190 $4,400 $4,620 $4,850 $5,093 24.17 25.38 26.65 27.98 29.38 GEMA Administrative Specialist 2 40 81 $4,721 $4,958 $5,205 $5,466 $5,739 27.24 28.60 30.03 31.53 33.11 SEIU Administrative Technician 3 40 79 $4,628 $4,860 $5,103 $5,358 $5,626 26.70 28.04 29.44 30.91 32.46 SEIU Animal Control Technician 3 40 65 $4,027 $4,228 $4,439 $4,661 $4,894 23.23 24.39 25.61 26.89 28.24 GEMA Assistant Engineer 1 E 108 $6,177 $6,485 $6,810 $7,150 $7,508 35.63 37.42 39.29 41.25 43.31 SEIU Assistant Planner 3 40 100 $5,704 $5,989 $6,289 $6,603 $6,933 32.91 34.55 36.28 38.09 40.00 GEMA Associate Civil Engineer 1 E 123 $7,171 $7,529 $7,906 $8,301 $8,716 41.37 43.44 45.61 47.89 50.29 GEMA Associate Planner 1 E 110 $6,301 $6,616 $6,947 $7,294 $7,659 36.35 38.17 40.08 42.08 44.18 SEIU Building Inspector I 3 40 89 $5,113 $5,368 $5,637 $5,919 $6,214 29.50 30.97 32.52 34.15 35.85 SEIU Building Inspector II 3 40 99 $5,648 $5,930 $6,226 $6,538 $6,865 32.58 34.21 35.92 37.72 39.60 GEMA Building Official 1 E 137 $8,243 $8,655 $9,088 $9,542 $10,019 47.55 49.93 52.43 55.05 57.80 GEMA Building Superintendent 1 E 111 $6,364 $6,682 $7,016 $7,367 $7,735 36.71 38.55 40.48 42.50 44.63 GEMA City Clerk 1 E 121 $7,030 $7,381 $7,750 $8,138 $8,544 40.56 42.58 44.71 46.95 49.30 GEMA City Engineer 1 E 164 $10,783 $11,322 $11,888 $12,483 $13,107 62.21 65.32 68.59 72.02 75.62 Unrepresented City Manager 1 E 202 $15,738 $16,525 $17,352 $18,219 $19,130 90.80 95.34 100.11 105.11 110.37 SEIU Code Compliance Officer 3 40 89 $5,113 $5,368 $5,637 $5,919 $6,214 29.50 30.97 32.52 34.15 35.85 GEMA Code Compliance Supervisor 1 E 101 $5,761 $6,049 $6,352 $6,669 $7,003 33.24 34.90 36.64 38.48 40.40 SEIU
Communications Dispatch
Supervisor 3 40 96 $5,481 $5,756 $6,043 $6,345 $6,663 31.62 33.20 34.87 36.61 38.44
MONTHLY SALARY HOURLY SALARY
City of Hanford Full-Time Salary Schedule
Effective: 10-28-2024; City Council Adoption Date: 11-05-2024 HPOA Longevity &/or
Specialty Pay
BARGAINING OT FLSA SALARY
UNIT JOB TITLE DESIGNATION DESIGNATION RANGE 1/MIN 2 3 4 5/MAX 1/MIN 2 3 4 5/MAX MONTHLY SALARY HOURLY SALARY HPOA Longevity &/or
Specialty Pay
SEIU Communications Dispatcher 3 40 75 $4,448 $4,670 $4,904 $5,149 $5,406 25.66 26.94 28.29 29.71 31.19 EMEA
Community Development
Director 1 E 169 $11,333 $11,900 $12,495 $13,120 $13,776 65.38 68.65 72.09 75.69 79.47 SEIU
Community Enhancement
Officer 3 40 57 $3,718 $3,904 $4,100 $4,305 $4,520 21.45 22.53 23.65 24.83 26.08 GEMA Community Relations Manager 1 E 123 $7,171 $7,529 $7,906 $8,301 $8,716 41.37 43.44 45.61 47.89 50.29 SEIU Computer Technician 3 40 82 $4,769 $5,007 $5,257 $5,520 $5,796 27.51 28.89 30.33 31.85 33.44 SEIU
Construction
Coordinator/Inspector 3 40 107 $6,115 $6,421 $6,742 $7,079 $7,433 35.28 37.05 38.90 40.84 42.88 SEIU Construction Inspector I 3 40 87 $5,012 $5,262 $5,526 $5,802 $6,092 28.91 30.36 31.88 33.47 35.15 SEIU Construction Inspector II 3 40 97 $5,536 $5,813 $6,104 $6,409 $6,729 31.94 33.54 35.21 36.97 38.82 SEIU Custodian 3 40 47 $3,366 $3,535 $3,711 $3,897 $4,092 19.42 20.39 21.41 22.48 23.61 Unrepresented Deputy City Manager 1 E 189 $13,829 $14,520 $15,246 $16,009 $16,809 79.78 83.77 87.96 92.36 96.97 GEMA Deputy Public Works Director 1 E 156 $9,958 $10,456 $10,979 $11,528 $12,104 57.45 60.32 63.34 66.51 69.83 SEIU Development Services Assistant 3 40 60 $3,831 $4,023 $4,224 $4,435 $4,657 22.10 23.21 24.37 25.59 26.87 SEIU
Development Services
Technician 3 40 75 $4,448 $4,670 $4,904 $5,149 $5,406 25.66 26.94 28.29 29.71 31.19 GEMA Engineering Manager 1 E 146 $9,015 $9,466 $9,939 $10,436 $10,958 52.01 54.61 57.34 60.21 63.22 SEIU Engineering Technician I 3 40 77 $4,537 $4,764 $5,002 $5,252 $5,515 26.18 27.49 28.86 30.30 31.82 SEIU Engineering Technician II 3 40 87 $5,012 $5,262 $5,526 $5,802 $6,092 28.91 30.36 31.88 33.47 35.15 GEMA
Environmental Compliance
Supervisor 1 E 110 $6,301 $6,616 $6,947 $7,294 $7,659 36.35 38.17 40.08 42.08 44.18 SEIU
Facilities Maintenance
Technician I 3 40 62 $3,908 $4,104 $4,309 $4,524 $4,750 22.55 23.67 24.86 26.10 27.41 SEIU
Facilities Maintenance
Technician II 3 40 72 $4,317 $4,533 $4,759 $4,997 $5,247 24.91 26.15 27.46 28.83 30.27 EMEA Finance Director 1 E 175 $12,030 $12,632 $13,264 $13,927 $14,623 69.41 72.88 76.52 80.35 84.36 GEMA Finance Manager 1 E 142 $8,663 $9,096 $9,551 $10,029 $10,530 49.98 52.48 55.10 57.86 60.75 GEMA Financial Analyst 1 E 115 $6,622 $6,953 $7,301 $7,666 $8,049 38.20 40.12 42.12 44.23 46.44 IAFF Fire Battalion Chief** 1 E 148 $9,196 $9,656 $10,139 $10,646 $11,178 53.05 55.71 58.49 61.42 64.49 IAFF Fire Battalion Chief* 4 E 115 $9,271 $9,735 $10,221 $10,732 $11,269 38.20 40.12 42.12 44.23 46.44 IAFF Fire Captain** 4 24 94 46.66 48.99 51.44 54.01 56.71 IAFF Fire Captain* 4 24 94 $7,523 $7,899 $8,294 $8,709 $9,144 31.00 32.55 34.18 35.89 37.68 Administrative Assignment
BARGAINING OT FLSA SALARY
UNIT JOB TITLE DESIGNATION DESIGNATION RANGE 1/MIN 2 3 4 5/MAX 1/MIN 2 3 4 5/MAX MONTHLY SALARY HOURLY SALARY HPOA Longevity &/or
Specialty Pay
EMEA Fire Chief 1 E 175 $12,030 $12,632 $13,264 $13,927 $14,623 69.41 72.88 76.52 80.35 84.36 IAFF Fire Engineer** 4 24 77 39.40 41.36 43.43 45.60 47.89 IAFF Fire Engineer* 4 24 77 $6,352 $6,670 $7,003 $7,353 $7,721 26.18 27.49 28.86 30.30 31.82 GEMA Fire Marshal 1 E 118 $6,823 $7,164 $7,522 $7,898 $8,293 39.36 41.33 43.40 45.57 47.85 GEMA Fire Prevention Coordinator 1 E 89 $5,113 $5,368 $5,637 $5,919 $6,214 29.50 30.97 32.52 34.15 35.85 IAFF Firefighter** 4 24 67 35.66 37.45 39.32 41.29 43.35 IAFF Firefighter* 4 24 67 $5,750 $6,038 $6,340 $6,657 $6,990 23.70 24.88 26.13 27.43 28.80 SEIU Fleet Mechanic I 3 40 68 $4,149 $4,356 $4,574 $4,802 $5,043 23.93 25.13 26.39 27.71 29.09 SEIU Fleet Mechanic II 3 40 78 $4,583 $4,812 $5,052 $5,305 $5,570 26.44 27.76 29.15 30.61 32.14 GEMA Fleet Superintendent 1 E 111 $6,364 $6,682 $7,016 $7,367 $7,735 36.71 38.55 40.48 42.50 44.63 GEMA Fleet Supervisor 1 E 95 $5,427 $5,699 $5,983 $6,283 $6,597 31.31 32.88 34.52 36.25 38.06 SEIU Heavy Equipment Operator 3 40 72 $4,317 $4,533 $4,759 $4,997 $5,247 24.91 26.15 27.46 28.83 30.27 GEMA Housing Analyst 1 E 105 $5,995 $6,295 $6,609 $6,940 $7,287 34.59 36.32 38.13 40.04 42.04 SEIU Housing Program Specialist 3 40 79 $4,628 $4,860 $5,103 $5,358 $5,626 26.70 28.04 29.44 30.91 32.46 GEMA Human Resources Analyst I 1 E 108 $6,177 $6,485 $6,810 $7,150 $7,508 35.63 37.42 39.29 41.25 43.31 GEMA Human Resources Analyst II 1 E 118 $6,823 $7,164 $7,522 $7,898 $8,293 39.36 41.33 43.40 45.57 47.85 Unrepresented Human Resources Manager 1 E 157 $10,058 $10,561 $11,089 $11,643 $12,225 58.03 60.93 63.97 67.17 70.53 GEMA Human Resources Technician 2 40 81 $4,721 $4,958 $5,205 $5,466 $5,739 27.24 28.60 30.03 31.53 33.11 GEMA Information Systems Analyst 1 E 121 $7,030 $7,381 $7,750 $8,138 $8,544 40.56 42.58 44.71 46.95 49.30 GEMA Information Systems Specialist 1 E 102 $5,819 $6,110 $6,415 $6,736 $7,073 33.57 35.25 37.01 38.86 40.80 GEMA Information Technology Manager 1 E 136 $8,161 $8,569 $8,998 $9,448 $9,920 47.08 49.44 51.91 54.50 57.23 SEIU Landscape Services Technician 3 40 77 $4,537 $4,764 $5,002 $5,252 $5,515 26.18 27.49 28.86 30.30 31.82 SEIU Meter Reader 3 40 60 $3,831 $4,023 $4,224 $4,435 $4,657 22.10 23.21 24.37 25.59 26.87 SEIU Office Assistant I 3 40 40 $3,140 $3,297 $3,462 $3,635 $3,816 18.11 19.02 19.97 20.97 22.02 SEIU Office Assistant II 3 40 50 $3,468 $3,642 $3,824 $4,015 $4,216 20.01 21.01 22.06 23.16 24.32 SEIU Parking Control Officer 3 40 50 $3,468 $3,642 $3,824 $4,015 $4,216 20.01 21.01 22.06 23.16 24.32 Administrative Assignment
Administrative Assignment
BARGAINING OT FLSA SALARY
UNIT JOB TITLE DESIGNATION DESIGNATION RANGE 1/MIN 2 3 4 5/MAX 1/MIN 2 3 4 5/MAX MONTHLY SALARY HOURLY SALARY HPOA Longevity &/or
Specialty Pay
EMEA
Parks & Community Services
Director 1 E 168 $11,221 $11,782 $12,371 $12,990 $13,639 64.74 67.97 71.37 74.94 78.69 SEIU Parks Maintenance Worker I 3 40 57 $3,718 $3,904 $4,100 $4,305 $4,520 21.45 22.53 23.65 24.83 26.08 SEIU Parks Maintenance Worker II 3 40 67 $4,107 $4,313 $4,528 $4,755 $4,993 23.70 24.88 26.13 27.43 28.80 GEMA Parks Manager 1 E 133 $7,921 $8,317 $8,733 $9,170 $9,628 45.70 47.98 50.38 52.90 55.55 GEMA Parks Supervisor 1 E 90 $5,164 $5,422 $5,693 $5,978 $6,277 29.79 31.28 32.84 34.49 36.21 GEMA Payroll Analyst 1 E 95 $5,427 $5,699 $5,983 $6,283 $6,597 31.31 32.88 34.52 36.25 38.06 GEMA Payroll Specialist 2 40 74 $4,404 $4,624 $4,855 $5,098 $5,353 25.41 26.68 28.01 29.41 30.88 GEMA Plans Examiner 1 E 107 $6,115 $6,421 $6,742 $7,079 $7,433 35.28 37.05 38.90 40.84 42.88 HPOA Police Cadet 4 40 48 $3,400 $3,570 $3,748 $3,936 $4,133 19.61 20.60 21.63 22.71 23.84 HPOA Police Captain 1 E 156 $9,958 $10,456 $10,979 $11,528 $12,104 57.45 60.32 63.34 66.51 69.83 EMEA Police Chief 1 E 181 $12,771 $13,409 $14,080 $14,784 $15,523 73.68 77.36 81.23 85.29 89.55 HPOA Police Corporal 4 14 119 $6,891 $7,236 $7,597 $7,977 $8,376 39.76 41.74 43.83 46.02 48.32 50.79 HPOA Police Lieutenant 1 E 148 $9,196 $9,656 $10,139 $10,646 $11,178 53.05 55.71 58.49 61.42 64.49 HPOA Police Officer/Investigator*** 4 14 109 $6,238 $6,550 $6,878 $7,222 $7,583 35.99 37.79 39.68 41.66 43.75 45.98 48.32 SEIU Police Records Assistant 3 40 58 $3,756 $3,943 $4,141 $4,348 $4,565 21.67 22.75 23.89 25.08 26.34 HPOA Police Sergeant 4 14 134 $8,000 $8,400 $8,820 $9,261 $9,724 46.16 48.46 50.89 53.43 56.10 58.96 SEIU Police Service Technician 3 40 60 $3,831 $4,023 $4,224 $4,435 $4,657 22.10 23.21 24.37 25.59 26.87 GEMA
Police Support Services
Administrator 1 E 116 $6,688 $7,023 $7,374 $7,743 $8,130 38.59 40.52 42.54 44.67 46.90 GEMA Principal Planner 1 E 137 $8,243 $8,655 $9,088 $9,542 $10,019 47.55 49.93 52.43 55.05 57.80 GEMA Project Manager 1 E 128 $7,537 $7,913 $8,309 $8,725 $9,161 43.48 45.65 47.94 50.33 52.85 SEIU
Property and Evidence
Technician 3 40 65 $4,027 $4,228 $4,439 $4,661 $4,894 23.23 24.39 25.61 26.89 28.24 EMEA Public Works Director 1 E 171 $11,561 $12,139 $12,746 $13,383 $14,053 66.70 70.03 73.54 77.21 81.07 GEMA Purchasing Agent 1 E 115 $6,622 $6,953 $7,301 $7,666 $8,049 38.20 40.12 42.12 44.23 46.44 SEIU Recreation Coordinator 3 40 81 $4,721 $4,958 $5,205 $5,466 $5,739 27.24 28.60 30.03 31.53 33.11
BARGAINING OT FLSA SALARY
UNIT JOB TITLE DESIGNATION DESIGNATION RANGE 1/MIN 2 3 4 5/MAX 1/MIN 2 3 4 5/MAX MONTHLY SALARY HOURLY SALARY HPOA Longevity &/or
Specialty Pay
GEMA Recreation Supervisor 1 E 95 $5,427 $5,699 $5,983 $6,283 $6,597 31.31 32.88 34.52 36.25 38.06 GEMA Recycling Coordinator 2 40 88 $5,062 $5,315 $5,581 $5,860 $6,153 29.20 30.66 32.20 33.81 35.50 SEIU Refuse Collector 3 40 66 $4,067 $4,270 $4,484 $4,708 $4,943 23.46 24.64 25.87 27.16 28.52 GEMA Refuse Manager 1 E 125 $7,315 $7,681 $8,065 $8,468 $8,891 42.20 44.31 46.53 48.85 51.30 SEIU Refuse Service Worker 3 40 76 $4,492 $4,717 $4,953 $5,200 $5,460 25.92 27.21 28.57 30.00 31.50 GEMA Refuse Supervisor 1 E 98 $5,592 $5,871 $6,165 $6,473 $6,797 32.26 33.87 35.57 37.34 39.21 GEMA Regulatory Compliance Analyst 1 E 95 $5,427 $5,699 $5,983 $6,283 $6,597 31.31 32.88 34.52 36.25 38.06 GEMA Risk Management Analyst 1 E 111 $6,364 $6,682 $7,016 $7,367 $7,735 36.71 38.55 40.48 42.50 44.63 GEMA
Sanitary Sewer Collection
Supervisor 1 E 100 $5,704 $5,989 $6,289 $6,603 $6,933 32.91 34.55 36.28 38.09 40.00 GEMA Senior Administrative Analyst 1 E 115 $6,622 $6,953 $7,301 $7,666 $8,049 38.20 40.12 42.12 44.23 46.44 GEMA Senior Civil Engineer 1 E 133 $7,921 $8,317 $8,733 $9,170 $9,628 45.70 47.98 50.38 52.90 55.55 SEIU Senior Custodian 3 40 57 $3,718 $3,904 $4,100 $4,305 $4,520 21.45 22.53 23.65 24.83 26.08 SEIU Senior Fleet Mechanic 3 40 88 $5,062 $5,315 $5,581 $5,860 $6,153 29.20 30.66 32.20 33.81 35.50 SEIU Senior Maintenance Worker 3 40 77 $4,537 $4,764 $5,002 $5,252 $5,515 26.18 27.49 28.86 30.30 31.82 SEIU Senior Meter Reader 3 40 70 $4,232 $4,444 $4,666 $4,899 $5,144 24.42 25.64 26.92 28.26 29.68 GEMA Senior Planner 1 E 122 $7,100 $7,455 $7,828 $8,219 $8,630 40.96 43.01 45.16 47.42 49.79 GEMA Senior Plans Examiner 1 E 117 $6,755 $7,093 $7,448 $7,820 $8,211 38.97 40.92 42.97 45.12 47.37 SEIU Senior Police Records Assistant 3 40 68 $4,149 $4,356 $4,574 $4,802 $5,043 23.93 25.13 26.39 27.71 29.09 SEIU Senior Refuse Collector 3 40 81 $4,721 $4,958 $5,205 $5,466 $5,739 27.24 28.60 30.03 31.53 33.11 SEIU
Senior Utilities Maintenance
Worker 3 40 87 $5,012 $5,262 $5,526 $5,802 $6,092 28.91 30.36 31.88 33.47 35.15 SEIU
Sewer Collections Maintenance
Worker I 3 40 57 $3,718 $3,904 $4,100 $4,305 $4,520 21.45 22.53 23.65 24.83 26.08 SEIU
Sewer Collections Maintenance
Worker II 3 40 67 $4,107 $4,313 $4,528 $4,755 $4,993 23.70 24.88 26.13 27.43 28.80 SEIU Shop and Parts Specialist 3 40 73 $4,360 $4,578 $4,807 $5,047 $5,300 25.15 26.41 27.73 29.12 30.58 SEIU Storm Maintenance Worker I 3 40 57 $3,718 $3,904 $4,100 $4,305 $4,520 21.45 22.53 23.65 24.83 26.08 SEIU Storm Maintenance Worker II 3 40 67 $4,107 $4,313 $4,528 $4,755 $4,993 23.70 24.88 26.13 27.43 28.80 SEIU Streets Maintenance Worker I 3 40 57 $3,718 $3,904 $4,100 $4,305 $4,520 21.45 22.53 23.65 24.83 26.08
BARGAINING OT FLSA SALARY
UNIT JOB TITLE DESIGNATION DESIGNATION RANGE 1/MIN 2 3 4 5/MAX 1/MIN 2 3 4 5/MAX MONTHLY SALARY HOURLY SALARY HPOA Longevity &/or
Specialty Pay
SEIU Streets Maintenance Worker II 3 40 67 $4,107 $4,313 $4,528 $4,755 $4,993 23.70 24.88 26.13 27.43 28.80 GEMA Streets Manager 1 E 127 $7,462 $7,835 $8,227 $8,638 $9,070 43.05 45.20 47.46 49.84 52.33 GEMA Streets Supervisor 1 E 102 $5,819 $6,110 $6,415 $6,736 $7,073 33.57 35.25 37.01 38.86 40.80 SEIU Sweeper Operator 3 40 66 $4,067 $4,270 $4,484 $4,708 $4,943 23.46 24.64 25.87 27.16 28.52 SEIU Traffic Control Technician 3 40 92 $5,268 $5,531 $5,807 $6,098 $6,403 30.39 31.91 33.50 35.18 36.94 EMEA Utilities & Engineering Director 1 E 171 $11,561 $12,139 $12,746 $13,383 $14,053 66.70 70.03 73.54 77.21 81.07 SEIU Utilities Maintenance Worker I 3 40 67 $4,107 $4,313 $4,528 $4,755 $4,993 23.70 24.88 26.13 27.43 28.80 SEIU Utilities Maintenance Worker II 3 40 77 $4,537 $4,764 $5,002 $5,252 $5,515 26.18 27.49 28.86 30.30 31.82 GEMA Utilities Manager 1 E 127 $7,462 $7,835 $8,227 $8,638 $9,070 43.05 45.20 47.46 49.84 52.33 GEMA Utilities Supervisor 1 E 104 $5,936 $6,232 $6,544 $6,871 $7,215 34.24 35.96 37.75 39.64 41.62 GEMA Utility Billing Specialist 1 E 87 $5,012 $5,262 $5,526 $5,802 $6,092 28.91 30.36 31.88 33.47 35.15 SEIU Water Conservation Technician 3 40 79 $4,628 $4,860 $5,103 $5,358 $5,626 26.70 28.04 29.44 30.91 32.46 GEMA WWTP Manager 1 E 138 $8,325 $8,741 $9,178 $9,637 $10,119 48.03 50.43 52.95 55.60 58.38 SEIU WWTP Operator I 3 40 75 $4,448 $4,670 $4,904 $5,149 $5,406 25.66 26.94 28.29 29.71 31.19 SEIU WWTP Operator II 3 40 85 $4,913 $5,159 $5,417 $5,688 $5,972 28.35 29.76 31.25 32.81 34.45 GEMA WWTP Supervisor 1 E 107 $6,115 $6,421 $6,742 $7,079 $7,433 35.28 37.05 38.90 40.84 42.88 SEIU WWTP/OIT 3 40 60 $3,831 $4,023 $4,224 $4,435 $4,657 22.10 23.21 24.37 25.59 26.87 Barganing Group Designation Overtime Designation FLSA Designation EMEA 1. No compensation for overtime work
GEMA
IAFF
HPOA
SEIU
Unrep
NANot Applicable
Executive Management Employees Association
General Employees Management Association
International Association of Firefighters
Hanford Police Officers Association
Service Employees International Union Local 521
*2,912 hours worked annually (all other job classifications salary are based on 2,080 hours worked annually) **Administrative assignment pay in the Fire Department is calculated by taking current base rate x 2,912 multiplying that amount by 1.075 and dividing the total by 2,080. This converts a 56 hour work week to a 40 hour work week. ***If EE is receiving specialty pay and is not at step 5/MAX they will receive the pay of the next step in the salary range Unrepresented
E - Exempt
40 - 40 hour, 7 day work period (non-exempt)
14 - 86 hour/14 day work period (7k exemption)
24 -182 hour/24 day work period (7k exemption)
Management Employee
Conf/Other Employee
General Employee
Fire/Police Employee
2. Shall be paid for overtime work
3. Shall be paid for overtime work
4. Shall be paid for overtime work
BARGAINING OT FLSA
UNIT JOB TITLE DESIGNATION DESIGNATION 1/MIN to 5/MAX
NA Airport Manager 3 40 $25.00 to $25.00 Barganing Group Designation NA Airport Operations Attendant 3 40 $17.00 to $19.00 Not Applicable NA NA Certified Instructor 3 40 $17.00 to $23.00
NA Clerical Support 3 40 $17.00 to $19.00 Overtime Designation NA Code Enforcement Officer 3 40 $17.00 to $19.00 3.General Employee Shall be paid for overtime work NA Community Service Officer 3 40 $17.00 to $19.00
NA Custodian 3 40 $17.00 to $19.00 FLSA Designation
NA Engineering Technician Aide 3 40 $17.00 to $19.00 40 - 40 hour, 7 day work period (non-exempt) NA Facilities Host 3 40 $17.00 to $19.00
NA Fire Inspector 3 40 $25.00 to $25.00
NA Fleet Mechanic (Helper) 3 40 $17.00 to $25.00
NA Graffiti Control Officer 3 40 $17.00 to $19.00
NA Ice Rink Maintenance Technician 3 40 $18.00 to $22.00 NA Ice Rink Manager 3 40 $20.00 to $22.00
NA Intern 3 40 $17.00 to $19.00
NA Lead Facilities Host 3 40 $21.00 to $23.00
NA Management Intern 3 40 $17.00 to $22.00
NA Meter Reader 3 40 $17.00 to $19.00
NA Paint Program Coordinator 3 40 $17.00 to $19.00
NA Parking Control Officer 3 40 $17.00 to $19.00
NA Pool Manager 3 40 $17.00 to $19.00
NA Parks/Public Works Laborer 3 40 $18.00 to $22.00
NA Recreation Leader I 3 40 $17.00 to $18.00
NA Recreation Leader II 3 40 $17.50 to $18.50
NA Recreation Leader III 3 40 $18.00 to $19.00
NA Refuse Collector 3 40 $17.00 to $20.50
NA Reserve Police Officer (Level I) 3 40 $22.24 to $26.40 NA Sports Coordinator 3 40 $22.00 to $22.00
NA Sports Official 3 40 $17.00 to $23.00
City of Hanford Part-Time Salary Schedule
Effective 10-28-2024; City Council Adoption Date - 11-05-2024 The above list contains the City of Hanford's part-time positions. Appointments for part-time work may be paid at an hourly rate as high as Step “3” of the range to which a full-time job classification has been established. Part-time appointments made at higher than Step “3” must be approved by the City Manager. If a part-time employee works more than 1,000 hours in a fiscal year he/she must become a member of CalPERS with the employee and the City making the appropriate contribution as defined by the City’s CalPERS contract. The employee will remain a CalPERS member until termination.
HOURLY SALARY
BARGAINING OT FLSA
UNIT JOB TITLE DESIGNATION DESIGNATION 1/MIN to 5/MAX
NA Airport Manager 3 40 $25.00 to $25.00 Barganing Group Designation NA Airport Operations Attendant 3 40 $18.00 to $20.00 Not Applicable NA NA Certified Instructor 3 40 $18.00 to $24.00
NA Clerical Support 3 40 $18.00 to $20.00 Overtime Designation NA Code Enforcement Officer 3 40 $18.00 to $20.00 3.General Employee Shall be paid for overtime work NA Community Service Officer 3 40 $18.00 to $20.00
NA Custodian 3 40 $18.00 to $20.00 FLSA Designation
NA Engineering Technician Aide 3 40 $18.00 to $20.00 40 - 40 hour, 7 day work period (non-exempt) NA Facilities Host 3 40 $18.00 to $20.00
NA Fire Inspector 3 40 $25.00 to $25.00
NA Fleet Mechanic (Helper) 3 40 $18.00 to $26.00
NA Graffiti Control Officer 3 40 $18.00 to $20.00
NA Ice Rink Maintenance Technician 3 40 $18.00 to $22.00 NA Ice Rink Manager 3 40 $20.00 to $22.00
NA Intern 3 40 $18.00 to $20.00
NA Lead Facilities Host 3 40 $21.00 to $23.00
NA Management Intern 3 40 $18.00 to $23.00
NA Meter Reader 3 40 $18.00 to $20.00
NA Paint Program Coordinator 3 40 $18.00 to $20.00
NA Parking Control Officer 3 40 $18.00 to $20.00
NA Pool Manager 3 40 $18.00 to $20.00
NA Parks/Public Works Laborer 3 40 $18.00 to $22.00
NA Recreation Leader I 3 40 $18.00 to $19.00
NA Recreation Leader II 3 40 $18.50 to $19.50
NA Recreation Leader III 3 40 $19.00 to $20.00
NA Refuse Collector 3 40 $18.00 to $21.50
NA Reserve Police Officer (Level I) 3 40 $22.24 to $26.40 NA Sports Coordinator 3 40 $22.00 to $22.00
NA Sports Official 3 40 $18.00 to $24.00
The above list contains updated rates that will go into effect only if Proposition 32 passes.
City of Hanford Part-Time Salary Schedule
Effective 12-23-24 (If Prop 32 passes) City Council Adoption Date - 11-05-2024
HOURLY SALARY
The above list contains the City of Hanford's part-time positions. Appointments for part-time work may be paid at an hourly rate as high as Step “3” of the range to which a full-time job classification has been established. Part-time appointments made at higher than Step “3” must be approved by the City Manager. If a part-time employee works more than 1,000 hours in a fiscal year he/she must become a member of CalPERS with the employee and the City making the appropriate contribution as defined by the City’s CalPERS contract. The employee will remain a CalPERS member until termination.
13.G.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
Approval of Supplemental Services Agreement No. 2 with Brandley Engineering for design engineering services for a new fuel island and fuel tanks for the Hanford Municipal Airport for a contract amount and appropriation in the Airport Fund Not to Exceed $240,000, to be funded 95% through Federal and State grants.
RECOMMENDATION:
Recommendation: That the City Council, by motion, approve Supplemental Services Agreement No. 2 with Brandley Engineering for design engineering services for a new fuel island and fuel tanks for the Hanford Municipal Airport, for a contract amount and appropriation in the Airport Fund Not to Exceed $240,000, to be funded 95% through Federal and State grants.
BACKGROUND:
Effective September 25, 2014, Senate Bill (SB) 445 changed the underground storage tank (UST) regulatory program regarding design and construction of USTs. These changes require that on or before December 31, 2025, the owner or operator must permanently close a UST if it was designed and constructed before January 1, 1984 and does not meet the requirements of Health & Safety Code section 25291 or if it was designed and constructed before January 1, 1997 in accordance with H&SC, section 25291(a)(7). The City of Hanford's storage tanks at the Hanford Municipal Airport fall into that category.
Permanent closure of a single-walled UST system shall consist of either: removal of the UST in accordance with California Code of Regulations, title 23, division 3, chapter 16 (UST Regulations), section 2672(b), or if approved by the Unified Program Agency (UPA), closure-in-place in accordance with UST Regulations, section 2672(c). One (1) of the existing UST's at the Hanford Airport has been previously abandoned in that manner. At the time, soil samples were also collected and analyzed in accordance with UST Regulations. There are no exemptions, variances, or extensions to the single- walled UST closure deadline. Single-walled UST systems that are not permanently closed by December 31, 2025 will be out of compliance and cannot be operated. The State Water Resources Control Board (State Water Board) has strongly encouraged the UPAs to proceed with enforcement actions, to include affixing red tags and pursuing civil penalties, against owners and operators of any remaining single-walled UST systems beginning January 1, 2026. USTs with a red tag affixed must be emptied of all remaining contents within 48 hours and cannot accept fuel deliveries nor dispense any remaining fuel. Single-walled UST owners and operators will also be subject to civil penalties of $500 to $5,000 per day, per tank, per violation for failure to permanently close by December 31, 2025.
Airport staff have received a proposal from Brandley Engineering to design a new fuel farm for the Hanford Airport. In addition to installing a new 12,000 gallon Aviation Gasoline (AvGas) tank, the fuel farm will include a separate 12,000 gallon tank for Jet Fuel. The Airport does not currently offer jet fuel and is missing out on a major revenue generating opportunity for the Airport Enterprise Fund.
Jet fuel sells for a much higher profit margin than does AvGas. With the increase in aircraft operations over the past few years, the airport has seen a marked increase in aircraft that use jet fuel. Conservative estimates would place net revenue from jet fuel sales at $100k per year to begin with.
Meeting have already occurred between staff and the FAA to confirm that grant funding is available and the project would be eligible to receive that funding.
FISCAL IMPACT:
The total cost of this contract is not to exceed $240,000. The FAA will reimburse the City for $216,000. CalTrans Division of Aeronautics will reimburse the City for $12,000. The remaining $12,000 will come from the Airport Enterprise Fund.
ATTACHMENTS:
1. Brandley Supplemental Services Agreement 2- Fuel Tanks
2. Proposal - Hanford Fuel Island
Supplemental Services Agreement No. 2
SUPPLEMENTAL SERVICES AGREEMENT NO. 2
Professional, Planning, Architectural and Design/Engineering Services associated with Airport Development Projects for the Hanford Municipal Airport This Agreement, entered into this day of , 2024, by and between the City of Hanford, hereinafter referred to as the “CITY”, and Brandley Engineering, Inc. as the “CONSULTANT”. hereinafter referred to as the “CONSULTANT.”
W I T N E S S E T H
WHEREAS, CITY entered into a Professional Services Agreement for Professional, Planning, Architectural and Design/Engineering Services associated with Airport Development Projects for the Hanford Municipal Airport with the CONSULTANT dated the 8th day of November 2023, and WHEREAS, the CITY has the desire to secure certain technical and professional services to assist in the engineering design of New Fuel Island and Tanks as described as “Scope of Work” in Exhibit “A”, and hereinafter referred to as the “PROJECT”; and
WHEREAS, the CONSULTANT represents it is licensed, qualified and willing to provide such services pursuant to terms and conditions of this Agreement.
NOW, THEREFORE, CITY and CONSULTANT agree as follows:
This agreement supplements said Professional Services Agreement, and the terms of said Agreement apply hereto.
I. SERVICES TO BE PERFORMED BY THE CONSULTANT
Authorized Scope of Work: The CONSULTANT agrees to perform all work necessary to complete in a manner satisfactory to the CITY those tasks described in Exhibit “A” - Scope of Work, for the cost identified in Exhibit “B” – Breakdown of Engineering Fees.
II. TIME OF PERFORMANCE
The CONSULTANT shall commence performance of this Agreement within five (5) days following receipt of fully executed Agreement and Notice to Proceed and shall complete the work within one (1) year unless otherwise extended in writing by CITY, in its sole discretion (to be altered if negotiated timeframes).
If the CONSULTANT fails to complete the PROJECT within the time specified, plus any extensions of time which may be granted, the CITY shall determine the percent of each work item completed and shall pay the CONSULTANT on that basis.
CONSULTANT shall not be responsible for delays which are due to causes beyond the CONSULTANT’s reasonable control. In the case of any such delay, the time of completion shall be extended accordingly in a writing signed by both parties.
Supplemental Services Agreement No. 2
III. COMPENSATION
A. Total Compensation: For services performed pursuant to this Agreement, the CITY agrees to pay and the CONSULTANT agrees to accept, as payment in full, a sum not to exceed Two hundred forty thousand dollars ($240,000.00).
This amount shall constitute complete compensation, including document production and out-of- pocket expenses for all services for the work and PROJECT identified in each Supplemental Services Agreement.
B. Payment of Compensation: The CONSULTANT shall be compensated according to Exhibit “B” upon completion of percentage of each noted phase. The CONSULTANT shall be paid no later than thirty (30) days following submission of a written, verified billing to the CITY. Said billing shall include the percentage of each task completed to date and since the date of the preceding billing, if any.
IV. AUTHORIZED REPRESENTATIVE
A. CITY: The City Manager shall represent the CITY in all matters pertaining to the services to be rendered under this Agreement, except where approval of the City Council of the City of Hanford is specifically required.
B. CONSULTANT: Melissa Brandley and R. Damon Brandley shall represent and act as principles for CONSULTANT in all matters pertaining to the services to be rendered by it under this Agreement.
IN WITNESS WHEREOF, this Agreement is executed on the day and year first above written.
CITY OF HANFORD CONSULTANT Mario Cifuentez, City Manager Melissa Brandley, Secretary, CFO Attachments: Exhibit “A” – Scope of Work’
Exhibit “B” – Breakdown of Engineering Fees
Supplemental Services Agreement No. 2
Exhibit “A”: Scope of Work
The complete and detailed engineering design of the Fuel Island and Tanks will be prepared that includes four major phases as listed below:
Phase 1 - Project Scoping
• Site selection study.
• Meetings with the City to determine scope of the project. • Pen and Ink ALP Update and filing 7460.
Phase 2 – Preliminary Engineering
• An environmental document will be prepared including Categorical Exclusion (NEPA). • Topographic Surveys will be made of the project areas and the data will be delivered in .CSV format. • Geotechnical studies will be conducted including drilling test holes and cores, laboratory testing and visual classification, test hole location map and test hole profiles, and geotechnical evaluation and documentation of findings in a Geotechnical Report.
Phase 3 – Engineering Design and Preparation of Plans and Specifications • Design the Construction Safety and Phasing Plan and accompanying report with special attention to maintaining access to the airport throughout the project phases and conformance with FAA requirements for safety during construction per AC 150/5370-2G.
• Engineering design of complete plan set.
• Finalize quantity take offs.
• Prepare complete specifications per FAA standards for the project, ready for bid. • Prepare Construction Management Plan detailing the required contractor quality control and sponsor/engineering quality assurance requirements for various components of the construction in compliance with required FAA standards.
• Prepare Engineer’s Report including engineer’s estimate of construction costs for the proposed project.
Phase 4 – Engineering Services During Bid and Award
• Assist in separate procurement of fuel tanks
• Assist Airport in distributing final construction plans and specifications to prospective contractors • Participate in a pre-bid meeting for all prospective contractors. • Respond to any questions and comments from prospective contractors. • Preparation of required addenda.
• Assist Airport in awarding contract including preparation of Abstract of Bids and evaluation of bids.
Supplemental Services Agreement No. 2
Phase 1 - Project Scoping
Principal Engineer 8.0 Hrs. @ 300.00$ 2,400.00$
Senior Engineer 20.0 Hrs. @ 180.00 3,600.00
Junior Engineer 8.0 Hrs. @ 120.00 960.00
Total Project Scoping 6,960.00$
Use 7,000.00$
Phase 2 - Preliminary Engineering
Environmental Document - Categorical Exclusion
NEPA Project Manager - Prepare Cat Ex 4,500.00$
Prepare Graphics and Edit Cat Ex 600.00
Cultural Resources Lead - Records Search/Letter 1,250.00 Subconsultant Markup - 10% 635.00
Total Environmental Documentation 6,985.00$
Use 7,000.00$
Topographic Surveys
Topographic Surveys 10,773.00$
Subconsultant Markup - 10% 1,077.30
Total Topographic Surveys 11,850.30$
Use 12,000.00$
Geotechnical Studies
Mobilization (drill crew) 2,300.00$
Truck Drill - 2 Man Crew 4.0 Hrs @ 405.00$ 1,620.00
Per Diem - 2 Man Crew 2.0 Days @ 440.00 880.00
Senior Engineer (Field) 12.0 Hrs @ 190.00 2,280.00
Mileage 450.0 Miles @ 0.670 301.50
Geotechnical Engineer (Lab) 4.0 Hrs @ 300.00 1,200.00
Senior Engineer (Lab) 40.0 Hrs @ 180.00 7,200.00
Senior Drafter 4.0 Hrs @ 120.00 480.00
Outside Laboratory Soils Tests 1,000.00
Total Geotechnical Studies 17,261.50$
Use 18,000.00$
Total Preliminary Engineering 37,000.00
EXHIBIT B
HANFORD MUNICIPAL AIRPORT
HANFORD, CALIFORNIA
BREAKDOWN OF ENGINEERING FEES
Fuel Island and Tanks
Supplemental Services Agreement No. 2
Phase 3 - Engineering Design:
Engineering Services up through Preparation of Plans, Specifications, and Reports Principal Engineer 72.0 Hrs. @ 300.00$ 21,600.00$
Senior Engineer 50.0 Hrs. @ 180.00 9,000.00
Senior Drafter 105.0 Hrs. @ 120.00 12,600.00
Project Administrator 25.0 Hrs. @ 100.00 2,500.00
Clerical 25.0 Hrs. @ 85.00 2,125.00
Fuel Subconsultant 104,385.00
Fuel Subconsultant Expenses 3,200.00
Subconsultant Markup - 10% 10,758.50
Total Engineering Design 166,168.50$
Use 167,000.00$
Phase 4 - Engineering Support During Bidding and Contract Award Principal Engineer 30.0 Hrs. @ 300.00$ 9,000.00$
Senior Design Engineer 16.0 Hrs. @ 180.00 2,880.00
Junior Engineer 10.0 Hrs. @ 120.00 1,200.00
Project Administrator 15.0 Hrs. @ 100.00 1,500.00
Clerical 10.0 Hrs. @ 85.00 850.00
Fuel Subconsultant 11,600.00
Subconsultant Markup - 10% 1,160.00
Mileage 450.0 Miles @ 0.670 301.50
Total Support During Bid & Award 28,491.50$
Use 29,000.00
Total Engineering Fees 240,000.00$
EXHIBIT B
HANFORD MUNICIPAL AIRPORT
HANFORD, CALIFORNIA
BREAKDOWN OF ENGINEERING FEES
Fuel Island and Tanks
March 20, 2024
Mr. Mario Cifuentez
City Manager
City of Hanford
319 N. Douty Street
Hanford, CA 93230
Subject: Hanford Municipal Airport
Proposal for Professional Engineering Services
Fuel Island and Tanks
Dear Mr. Cifuentez:
The City of Hanford desires to construct a new Fuel Island and Tanks at the Hanford Municipal Airport. Our office is pleased to present our proposal to perform the engineering design services for this project.
The plans, specifications, and reports will be prepared to meet all requirements of the Airport and FAA and will be carried through the Airport and FAA for approval. The engineering scope for this project has been broken down into four phases:
Phase 1 – Project Scoping
Phase 2 – Preliminary Engineering
Phase 3 – Engineering Design Services Up Through Preparation of Plans and Specifications.
Phase 4 – Engineering Services During Bid and Award
We have summarized below the scope of work for each phase of engineering.
Phase 1 - Project Scoping
• Site selection study.
• Meetings with the City to determine scope of the project. • Pen and Ink ALP Update and filing 7460.
Phase 2 – Preliminary Engineering
• An environmental document will be prepared including Categorical Exclusion (NEPA).
Mr. Mario Cifuentez -2- March 20, 2024
BRANDLEY ENGINEERING
• Topographic Surveys will be made of the project areas and the data will be delivered in .CSV format.
• Geotechnical studies will be conducted including drilling test holes, laboratory testing and visual classification, test hole location map and test hole profiles, and geotechnical evaluation.
Phase 3 – Engineering Design and Preparation of Plans and Specifications
• Design the Construction Safety and Phasing Plan and accompanying report with special attention to maintaining access to the airport throughout the project phases and conformance with FAA requirements for safety during construction per AC 150/5370-2G. • Engineering design of complete plan set.
• Finalize quantity take offs.
• Prepare complete specifications per FAA standards for the project, ready for bid. • Prepare Construction Management Plan detailing the required contractor quality control and sponsor/engineering quality assurance requirements for various components of the construction in compliance with required FAA standards. • Prepare Engineer’s Report including engineer’s estimate of construction costs for the proposed project and Geotechnical Report.
Phase 4 – Engineering Services During Bid and Award
• Assist in separate procurement of fuel tanks
• Assist Airport in distributing final construction plans and specifications to prospective contractors
• Participate in a pre-bid meeting for all prospective contractors. • Respond to any questions and comments from prospective contractors. • Preparation of required addenda.
• Assist Airport in awarding contract including preparation of Abstract of Bids and evaluation of bids.
The engineering fees for this project are summarized below:
Phase 1 – Project Scoping $ 7,000
Phase 2 – Preliminary Engineering 37,000
Phase 3 – Engineering Design, Plans and Specifications 167,000 Phase 4 – Engineering During Bid and Award 29,000
Total – Not to Exceed $240,000
This work will be performed at standard hourly rates for a not to exceed fee of $ 240,000. A breakdown of staff time and costs for the engineering design of this project is attached as Table No. 1.
Mr. Mario Cifuentez -3- March 20, 2024
BRANDLEY ENGINEERING
The time required to complete the engineering design of this project will be one (1) year from the time of authorization to proceed, contingent on timely FAA approval of the pen and ink ALP.
We have prepared Supplemental Services Agreement No. 2 covering this project. If this is satisfactory, please have this agreement executed and return a copy for our files.
We appreciate the opportunity of presenting this proposal and look forward to working with you on this project.
Very truly yours,
Melissa S. Brandley, P.E.
CFO/Secretary
MSB:aw
Attachment
Phase 1 - Project Scoping
Principal Engineer 8.0 Hrs. @ 300.00$ 2,400.00$ Senior Engineer 20.0 Hrs. @ 180.00 3,600.00 Junior Engineer 8.0 Hrs. @ 120.00 960.00
Total Project Scoping 6,960.00 $
Use 7,000.00$
Phase 2 - Preliminary Engineering
Environmental Document - Categorical Exclusion
NEPA Project Manager - Prepare Cat Ex 4,500.00 $
Prepare Graphics and Edit Cat Ex 600.00
Cultural Resources Lead - Records Search/Letter 1,250.00 Subconsultant Markup - 10% 635.00
Total Environmental Documentation 6,985.00$
Use 7,000.00$
Topographic Surveys
Topographic Surveys 10,773.00 $
Subconsultant Markup - 10% 1,077.30
Total Topographic Surveys 11,850.30$
Use 12,000.00$
Geotechnical Studies
Mobilization (drill crew) 2,300.00 $
Truck Drill - 2 Man Crew 4.0 Hrs @ 405.00$ 1,620.00 Per Diem - 2 Man Crew 2.0 Days @ 440.00 880.00 Senior Engineer (Field) 12.0 Hrs @ 190.00 2,280.00 Mileage 450.0 Miles @ 0.670 301.50
Geotechnical Engineer (Lab) 4.0 Hrs @ 300.00 1,200.00 Senior Engineer (Lab) 40.0 Hrs @ 180.00 7,200.00 Senior Drafter 4.0 Hrs @ 120.00 480.00
Outside Laboratory Soils Tests 1,000.00
Total Geotechnical Studies 17,261.50$
Use 18,000.00$
Total Preliminary Engineering 37,000.00
TABLE NO. 1
HANFORD MUNICIPAL AIRPORT
HANFORD, CALIFORNIA
BREAKDOWN OF ENGINEERING FEES
Fuel Island and Tanks
3/20/2024
Phase 3 - Engineering Design:
Engineering Services up through Preparation of Plans, Specifications, and Reports Principal Engineer 72.0 Hrs. @ 300.00 $ 21,600.00$ Senior Engineer 50.0 Hrs. @ 180.00 9,000.00 Senior Drafter 105.0 Hrs. @ 120.00 12,600.00 Project Administrator 25.0 Hrs. @ 100.00 2,500.00 Clerical 25.0 Hrs. @ 85.00 2,125.00
Fuel Subconsultant 104,385.00
Fuel Subconsultant Expenses 3,200.00
Subconsultant Markup - 10% 10,758.50
Total Engineering Design 166,168.50$
Use 167,000.00$
Phase 4 - Engineering Support During Bidding and Contract Award Principal Engineer 30.0 Hrs. @ 300.00 $ 9,000.00$ Senior Design Engineer 16.0 Hrs. @ 180.00 2,880.00 Junior Engineer 10.0 Hrs. @ 120.00 1,200.00 Project Administrator 15.0 Hrs. @ 100.00 1,500.00 Clerical 10.0 Hrs. @ 85.00 850.00
Fuel Subconsultant 11,600.00
Subconsultant Markup - 10% 1,160.00
Mileage 450.0 Miles @ 0.670 301.50
Total Support During Bid & Award 28,491.50$
Use 29,000.00
Total Engineering Fees 240,000.00$
TABLE NO. 1
HANFORD MUNICIPAL AIRPORT
HANFORD, CALIFORNIA
BREAKDOWN OF ENGINEERING FEES
Fuel Island and Tanks
3/20/2024
13.H.
AGENDA
STAFF REPORT
MEETING DATE: 11/5/2024 AGENDA SECTION: CONSENT CALENDAR
SUBJECT:
Approval of Amendment No. 4 of the License Agreement between the Carnegie Museum of Kings County and the City of Hanford to extend the term of the agreement until December 31, 2025.
RECOMMENDATION:
Recommendation: That the City Council, by motion, approve Amendment No. 4 of the License Agreement between the Carnegie Museum of Kings County and the City of Hanford to extend the term of the agreement until December 31, 2025
BACKGROUND:
The Carnegie Museum of Kings County (CMKC) has occupied the City's Carnegie building since June 2021 and has made significant improvements to the property and hosted several different exhibits. By all measures of success, CMKC has done a great job of developing their museum and building a reputation of offering items and exhibits that are of value to the citizens of Hanford. As the City and CMKC continue to work towards a long term lease or the possible sale of the property located at 109 E. Eighth Street, both parties agree that it is of mutual interest to extend the term of the current Agreement.
The major points of the Agreement are as follows:
• Term: CMKC may occupy the property during the period January 1, 2025 through December 31, 2025.
• License Fee: CMKC will pay ten dollars ($10.00) to the City for the right to occupy the property.
• Day-To-Day Maintenance: CMKC will be responsible for the day-to-day maintenance of the property, and CMKC will be allowed to paint the interior walls and ceilings of the former library building and make any other upgrades with the consent of the City Manager.
FISCAL IMPACT:
The maximum financial responsibility to the City, under the current agreement, was capped at $10,000 and has already been met, leaving no further obligation to the City.
ATTACHMENTS:
1. 2024 Request for License Extension
2. Lic Agreement Amendment No 4
CITY OF HANFORD CITY COUNCIL
STAFF REPORT
Tuesday, November 5, 2024
PROJECT: Historic Resources Permit 0015- 24, a request by BMO Bank to construct exterior improvements, including a new ramp and steps to the entryway door, accessible parking striping, landscape curbs with paving, and an ATM. The property is designated as a non contributing building w ithin the Historic Overlay Zone.
LOCATION: The project is located at 230 W. Seventh Street (APN 012-052-014)
STAFF RECOMMENDATION
1. Staff recommends that the City Council, by motion, adopt Resolution 24 -41-R approving Historic Resources Permit 0015-24.
RECOMMENDED MOTION
1. I move to adopt Resolution 24-41-R approving Historic Resources Permit 0015-24.
PROJECT DESCRIPTION
The property is located within the Historic Overlay Zone, shown below – outlined in red.
Figure 1: Location within the Historic District
The property is designated a noncontributing building in the Historic Overlay Zone, as shown on the Historic Overlay Zone Map – Attachment 1.
“Noncontributing building” means a structure within a historic district which, in its present condition, does not contribute to the sense of time and place of the immediate area and the district. “Noncontributing building” may include those buildings constructed after the time period featured in a historic district or buildings in which the historical characteristics have been irreparably modified. “Noncontributing building” may also include buildings which, while noncontributing at present, may become contributing through the application of appropriate design criteria.
In accordance with the Municipal Code Section 17.48, alterations to the exterior of a building located within the Historic Overlay Zone are required to be approved through a Historic Resources Permit, which must be approved by the City Council.
Section 17.48.040
No improvement or exterior architectural feature of any improvement shall be constructed or altered or enlarged which is located in the Historic Overlay District or identified as a historic site outside the District, unless a permit is issued pursuant to the terms of this chapter. The section shall not apply to any interior alteration which has no effect on the condition or appearance of any exterior architectural feature of an improvement. No structure listed on a State or National Register shall be moved or demolished , unless a permit is issued pursuant to the terms of this chapter.
Section 17.48.070
A. A historic resource permit shall be required for any alteration of the exterior features of a building within a designated historic district, or a designated historic building or site, or to construct a new building or improvements upon property within a designated historic district except as otherwise provided in this Chapter 17.48, the City Council shall determine whether a historic resources permit shall be issued. A permit shall not be required for ordinary maintenance and repairs as defined in this section.
B. Permit Procedures. An application for a historic resource permit shall be made on a form prescribed by the Community Development Department and shall be accompanied by the fees established by resolution of the City Council. The application shall include th e information required by Section 17.60.020 for site plan review, complete elevation drawings of the proposed alterations, samples of proposed colors and materials, color photographs of all sides of any existing improvement, building or structure on the site, and such other information as may be required by the Community Development Department. If applicable, the application shall include the information required by Chapter 17.58 (permit for conditional uses) and Chapter 17.62 (planned unit development).
Applications for permits requiring City Council approval shall be placed on the next regular meeting of the City Council. The City Council may approve, approve with conditions, or deny the permit.
Building D escription
The building was constructed in 19 82 as Valley Federal Saving s and Loan. The structure was constructed with red brick along the exterior with a wood sided roof. T he façade is rectangular in shape and its proportions were determined to be compatible with the adjacent historic buildings at the time of construction. Subsequent Historic Resources Permits have been granted for signage and the addition of an ATM.
Proposed Modifications
The applicant proposed exterior modifications, as shown in Attachment 2:
• ADA improvements:
o New ramp and step to entry doorway along Redington Street o Accessible parking striping within the existing parking lot • Landscape curbs with paving
• Addition of an ATM along Redington Street.
Ramp and Step:
As shown in Attachment 2, a new ramp and step will be added to the exit door on Redington Street.
The improvements are necessary for ADA accessibility.
In accordance with Section 17.48.055 Ordinary Maintenance and Repairs, B. This chapter shall not prevent the construction, reconstruction, alteration, restoration, demolition or removal of any such feature when the Building Official certified to the City Council that such action is required for the public safety due to an unsafe or dangerous condition which cannot be rectified though use of the Historic Building Code of the State of California. Th e modifications proposed are for ADA - accessibility; however, the modifications do not represent ordinary maintenance and repairs; therefore, a historic resources permit shall be approved through the City Council.
The modifications proposed apply to a noncontributing building, constructed after 1935. Therefore, the design criteria shall be used to ensure that modifications or alterations to nonconforming structures do not increase the nonconforming characteristics of the structure or do not add to the intrusive character of the structure.
In accordance with Section 17.48.140 B. 9, contemporary design for alterations and additions to existing buildings, structures or site shall not be discouraged when such alterations and additions do not destroy significant historical, architectural or cultural material and such design is compatible with the size, scale, color, materials and character of the property, neighborhood or environment.
There are examples of utilization of galvanized pipe handrails throughout the Historic District:
Figure 2:
Civic Auditorium: 400 N. Douty Street
Figure 3:
Mechanics Bank: 218 N. Douty Street
Figure 4:
Wells Fargo (along alley): 200 W. Seventh Street
ATM
The applicant is proposing the installation of an ATM on the façade of the building. ATMs are permitted as an accessory use in the MX-D Downtown Mixed Use zone district. This would be a minor change to a noncontributing building. Other businesses in the Historic District have ATMs, including Wells Fargo, Union Bank, and Golden 1 Credit Union. Section 17.48.150(B)(9) states that “contemporary design for alterations and additions to existing buildings, structures or site shall not be discouraged when such alterations and additions do not destroy significant historical, architectural or cultural material and such design is compatible with the size, scale, color, materials and character of the property, neighborhood or environment.” Since this is a noncontributing building, the addition of the ATM would not destroy any significant historical, architectural or cultural material. The design of the ATM shall be compatible with the surrounding area. If the ATM were to be removed in the future, the empty space shall be covered to match the surrounding wall in composition, design, color, texture and other visual qualities. Section 17.48.150(B)(10) states that “wherever possible, new additions or alterations to buildings, structures or sites shall be done in such a manner that if such additions or alterations were to be removed in the future, the essential form and integrity of the building, structure or site woul d be unimpaired.” The sidewalk is approximately 12 feet wide. This will provide ample space for a customer to use the ATM while maintaining adequate sidewalk space per ADA standards.
Figure 5:
New ATM Location
Figure 6:
ATM
Striping
The parking lot re-striping proposed does not constitute an alteration for the purposes of obtaining a Historic Resources Permit.
Landscaping
Although landscaping accessories are classified as an alteration, the proposed changes to add landscaping curbs will not affect the exterior visual qualities of the property.
Figure 7;
Striping and Landscaping Plan
"Alteration" means any exterior change or modification, through public or private action, of any property located within a designated historic district or site or a designated historical building, including exterior changes to or the modification of a stru cture, architectural details or visual
characteristics, such as paint color and surface texture, grading, surface paving, new structures, removal of trees and other natural features, disturbance of archeological sites or areas, and the placement or removal of any exterior objects, such as signs, plaques, light fixtures, street furniture affixed to the pavement, walls, fences, steps, plantings and landscape accessories affecting the exterior visual qualities of the property.
Signage associated with BMO was reviewed and approved in accordance with the standards set forth Sections 17.48 and 17.56 of the Municipal Code.
The exterior modifications proposed does not affect any significant historic attributes, since the structure is noncontributing to the Historic District.
FINDINGS FOR APPROVAL
In accordance with Section 17.48 of the Hanford Municipal Code, staff recommends approval of Historic Resources Permit HRA0015-24, and that the approval of the historic resources permit will allow private investment in the Downtown area, enhance property values, the increase of economic and financial benefits to the City and its property owners and inhabitants, and make the following findings:
1. That the proposed rehabilitation of the façade will not impact the Historic Overlay Zone since the building is designated as a noncontributing structure.
2. That the proposed project will provide a complementary setting and environment in the Historic District.
3. That th e proposed project will promote and encourage continued private ownership and utilization of structures so that the objectives set forth in this section can be attained under this policy.
4. That the request will not adversely affect the public health, safety , and general welf are of the citizens of Hanford.
RECOMMENDATION – CONDITIONS OF APPROVAL
The City Council may approve, approve with conditions, or deny the permit.
Staff recommends that the City Council a dopt Resolution 24-41-R, approving Historic Resources Permit No. 0015-24, subject to the following conditions:
1. That approval of this project does not exempt compliance with all applicable sections of the Zoning Ordinance, Public Works Improvement Standards, fees, or other City Ordinances.
2. That the alterations to the site be completed in accordance with the proposed changes. Future changes may be approved by the Community Development Director or forwarded to the City Council for review.
3. That should operation of the ATM cease, the ATM shall be removed, and the empty space be covered to match the surrounding wall in composition, design, color, texture and other visual qualities.
4. If required sign standards in Sections 17.48 and 17.56 of the Municipal Code are not met, proposed signage shall be reviewed by City Council through a new historic resources permit.
Applicant:
Laurence Solis
535 Mission Street, 14
th Floor Unit 14
San Francisco, CA 94105
Property Owner:
Michael Curley
BMO Bank
RESOLUTION 24-41-R
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HANFORD APPROVING HISTORIC RESOURCES PERMIT HRA0015-24 A REQUEST BY BMO BANK TO
CONSTRUCT EXTERIOR IMPROVEMENTS, INCLUDING A NEW RAMP AND STEPS TO
THE ENTRYWAY DOOR, ACCESSIBLE PARKING STRIPING, LANDSCAPE CURBS WITH PAVING, AND AN ATM. THE PROPERTY IS DESIGNATED AS A NONCONTRIBUTING BUILDING WITHIN THE HISTORIC OVERLAY ZONE. THE PROJECT IS LOCATED AT 230 W. SEVENTH STREET (APN 012-052-014)
At a regular meeting of the City Council of the City of Hanford duly called and held on November 5, 2024, at 7:00 p.m. in the Council Chambers of the Civic Auditorium, it was moved by Council Member ____________, and seconded by Council Member ____________, and duly carried, that the following resolution be adopted:
WHEREAS, an application, filed by Laurene Solis for Historic Resources Permit HRA0015 -24, as shown in Exhibit A, was presented to the City Council; and
WHEREAS, the proposed project is located at 230 W. Seventh Street (APN 012-052-014); and
WHEREAS, the City Council of the City of Hanford, at a regular meeting on November 5, 2024, reviewed the request for Historic Resources Permit HRA0015-24; and
WHEREAS, Section 15301 Existing Facilities of the California Environmental Quality Act Guidelines categorically exempts minor alterations to existing facilities from Environmental Review; and
WHEREAS, the City Council of the City of Hanford reviewed the application for the Historic Resources Permit HRA0015 -24 and found that the application is consistent with Section 17.48 of the Hanford Municipal Code, that the approval of the historic resources permit will allow private investment in the Downtown area, enhance property values, allow the increase of economic and financial benefits to the City and its property owners and inhabitants, and make the following findings:
1. That the proposal will not impact the Historic Overlay Zone since the site is designated as noncontributing.
2. That the proposed project will provide a complementary setting and environment in the Historic District.
3. That the proposed project will promote and encourage continued private ownership and utilization of structures so that the objectives set forth in this section can be attained under this policy.
4. That the request will not adversely affect the public health, safety, and general welfare of the citizens of Hanford.
THEREFORE, BE IT RESOLVED that the City Council of the City of Hanford hereby approves Historic Resources Permit HRA0015-24, subject to the following conditions:
1. That approval of this project does not exempt compliance with all applicable sections of the Zoning Ordinance, Public Works Improvement Standards, fees, or other City Ordinances.
2. That the alterations to the site be completed in accordance with the proposed changes. Future changes may be approved by the Community Development Director or forwarded to the City Council for review.
3. That should operation of the ATM cease, the ATM shall be removed, and the empty space be covered to match the surrounding wall in composition, design, color, texture and other visual qualities.
4. If required sign standards in Sections 17.48 and 17.56 of the Municipal Code are not met, proposed signage shall be reviewed by City Council through a new historic resources permit.
NOW, THEREFORE, BE IT FURTHER RESOLVED , that the City Council of the City of Hanford hereby approves Historic Resources Permit HRA0015-24. Passed and adopted at a regular meeting of the City Council of the City of Hanford duly called and held on November 5 , 2024, by the following vote:
AYES: _______________________________________________________________________ NOES: _______________________________________________________________________ ABSTAIN: ____________________________________________________________________ ABSENT: _____________________________________________________________________
APPROVED: __________________________
TRAVIS PADEN
MAYOR of the City of Hanford
ATTEST:
NATALIE CORRAL
CITY CLERK
STATE OF CALIFORNIA )
COUNTY OF KINGS ) ss
CITY OF HANFORD )
I, NATALIE CORRAL, City Clerk of the City of Hanford, do hereby certify the foregoing Resolution was duly passed and adopted at a regular meeting of the City Council of the City of Hanford held on the 5th day of November 2024.
Date: _________________
NATALIE CORRAL
CITY CLERK
Exhibit A
NRBP24-0687
ALIGN
2 0
'
40'
4 0
'
10 '
S
D
C
S
C
C
∅18''
∅14'' ∅14''
∅8''
∅4''
∅5''
∅28''
NOT IN CONTRACT
TRUE
TRUE NORTH
PLAN NORTH
DELTA
REVISION CLOUD
AREA NAME
150 SF AREA TAG
SHEET NUMBER
ELEVATION NUMBER ON SHEET
SHEET NUMBER
ENLARGED CALLOUT
ON SHEET
ZONE TO BE CALLED
OUT
GRID NUMBER A
STRUCTURAL GRID LINE
FINISH TRANSITION
BREAKLINE
DOUBLE BREAKLINE
CL CENTERLINE SYMBOL
FINISH GRAIN DIRECTION
F-01 LIGHT FIXTURE / FURNITURE TAG
XX EQUIPMENT/ACCESSORY TAG
ROOM
NAME
101
150 SF
A-7.0
1 Ref
1 Ref
1Ref
1 Ref
ALIGN
CLOUD
KEYNOTE ROOM TAG
SECTION REFERENCE
DETAIL SECTION REF
DATUM
A-8.6
1 DRAWING SCALE
VIEW NUMBER
1 NORTH ARROW
101
1 A8.6
SIM
_________ _______
1 A-8.6
SIM
_________
1 View Name
1/8" = 1'-0"
A
B01 A
PARTITION TYPE
(SEE PARTITION SCHEDULE)
GLAZING SYSTEM TYPE
INSULATION TYPE,
WHERE OCCURS
MATCHLINE
/1 A101 VIEW / SHEET NUMBER
FOR CORRESPONDING
PLAN CONTINUATION
1 A101 SHEET NUMBER
VIEW DIRECTION
VIEW NUMBER ON SHEET
AXON/PERSPECTIVE VIEW REF
ELEVATION VIEW REF
NEW 1HR FIRE RESISTANT
RATED PARTITION
NEW 2HR FIRE RESISTANT
RATED PARTITION
EXISTING 1HR FIRE RESISTANT
RATED PARTITION
EXISTING 2HR FIRE RESISTANT
RATED PARTITION
X'-X" CEILING HEIGHT TAG (AFF)
SYMBOLS
ARCHITECT OF RECORD:
INTERIOR ARCHITECTS INC.
VICTORIA SALGADO
1610 R STREET, SUITE 300
SACRAMENTO, CA 95811
279.895.0101
[email protected]
PM/CLIENT REP
BMO - JLL
MAURO AGUILAR
111 W. MONROE ST, 3RD FLOOR
CHICAGO, IL 60603
703.712.9149
[email protected]
CONTRACTOR
[CLIENT NAME]
[POINT OF CONTACT NAME]
[STREET ADDRESS]
[CITY, STATE, ZIP]
[PHONE NUMBER]
STRUCTURAL ENGINEER
HENDERSON ENGINEERS
BRYCE TAYLOR
8311 W. SUNSET ROAD, SUITE 240
LAS VEGAS, NV89113
702.635.3514
[email protected]
MEP ENGINEER
HENDERSON ENGINEERS
BRYCE TAYLOR
[STREET ADDRESS]
[CITY, STATE, ZIP]
702.635.3514
[email protected]
IA PROJECT CONTACT:
INTERIOR ARCHITECTS PC
LEDA WOODS
104 S. MICHIGAN AVE, SUITE 1200
CHICAGO, IL 60603
312 -488 -5220
[email protected]
PROJECT DIRECTORY
CODE REFERENCES
• 2022 CALIFORNIA BUILDING CODE, VOLUMES 1 & 2
• 2022 CALIFORNIA FIRE CODE
• 2022 CALIFORNIA ELECTRICAL CODE
• 2022 CALIFORNIA MECHANICAL CODE
• 2022 CALIFORNIA PLUMBING CODE
• 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS
• 2022 CALIFORNIA EXISTING BUILDINGS CODE
• 2022 CALIFORNIA GREEN BUILDING STANDARDS
• CITY OF HANDFORD MUNICIPAL CODE
• ALL CITY LOCAL CODES AND AMENDMENTS
SITE LOCATION
1. CONTRACT DOCUMENTS
THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACT DOCUMENTS CONVEY THE DESIGN INTENT FOR THE PROJECT. THE CONTRACTOR
SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL COORDINATE THE WORK OF THE DOCUMENTS WITH THE WORK OF VENDOR PROVIDED INFORMAT ION ASSOCIATE WITH THE PROJECT. THE CONTRACTOR
SHALL DISTRIBUTE COMPLETE CONTRACT DOCUMENTS TO PAR TIES RESPONSIBLE FOR PERFORMING THE WORK SO THAT NO PARTY RECEIVES LIMITED INFORMATION.
2. COORDINATION OF THE WORK
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REVI EW AND VERIFICATION OF THE CONTRACT DOCUMENTS,
FIELD CONDITIONS, VENDOR DESIGN DRAWINGS INCLUDING DELEGATED DESIGN WORK BY OTHERS, AND DIMENSIONS FOR ACCURACY AND FOR CONFIRMING THE WORK IS CONSTRUCTIBLE PRIOR TO PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL COORDINATE THE WORK WITH THE BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO OTHER TENANT SPACES OR BUILDING AREAS. THE CONTR ACTOR SHALL SECURE A CURRENT COPY OF PUBLISHED
CONSTRUCTION/CONTRACTOR BUILDING GUIDELINES AND REGULATIONS FROM THE BUILDING MANAGEMENT AND COMPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF RECORD IN WRITING OF CONFLICTS AND OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT OF RECORD PRIOR TO PROCEEDING WITH THE WORK.
3. DIMENSIONS
DO NOT SCALE DRAWINGS. DIMENSIONS AND WORKPOINTS PROVIDED ARE TO STRUCTURAL GRID OR TO EXPOSED FACE OF A FINISH, UNLESS OTHERWISE NOTED. CONTRACTOR SHA LL VERIFY DIMENSIONS WITH CONDITIONS IN THE FIELD AND SHALL SECURE WRITTEN RESOLUTION OF CONFLICTS FROM THE ARCHITECT PRIOR TO INITIATING THE WORK. DO NOT ADJUST DIMENSIONS INDICATED AS "CLEAR" OR "HOLD" WITHOUT WRITTEN DIRECTION FROM ARCHITECT.
CONTRACTOR TO NOTIFY ARCHITECT OF ANY DIMENSIONS TH AT DIFFER BY MORE THAN "1 INCH", INCLUDING THOSE MARKED "VIF" AND "+/-".
4. DELEGATED DESIGN WORK BY OTHERS
SYSTEMS INDICATED AS DELEGATED DESIGN SHALL BE ENGI NEERED, AND STAMPED BY QUALIFIED PROFESSIONAL ENGINEERS LICENSED IN THE JURISDICTION OF THE WORK. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD
FOR THESE SYSTEMS TO SECURE AGENCY APPROVALS, INCLU DING REQUIRED FEES ASSOCIATED WITH PERMIT APPROVAL. THESE SYSTEMS SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS AND SHALL COMPLY WITH
APPLICABLE LEGAL REQUIREMENTS INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS UTILIZING PERFORMANCE AND DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS. • INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE, HANDLING,
DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SU BSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASB ESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC OR HARMFUL SUBSTANCES.
• QUESTIONS THAT ARISE RELATED TO HAZARDOUS MATERIA LS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRE D TO DO WORK NOR RENDER OPINIONS RELATED TO HAZARDOUS MATERIALS.
• CONTRACTORS SHALL REPORT THE PRESENCE OF MATERIAL OR ASSEMBLIES SUSPECTED TO CONTAIN HAZARDOUS MATERIALS UPON DISCOVERY TO THE OWNER. WORK SHALL BE HALTED UNTIL WRITTEN CLEARANCE TO CONTINUE HAS BEEN PROVIDED BY THE OWNER’S CERTIFIED HAZARDOUS MATERIALS CONSULTANTS.
GENERAL NOTES ABBREVIATIONS
DEFINITIONS
HAZARDOUS MATERIALS NOTES
PROJECT SITE
SHEET INDEX
7TH STREET
REDINGTON STREET
CHINA ALLEY
AREA OF WORK
Job No.
Owner Approval
Scale
DELTA ISSUE DATE DESCRIPTION
NOT FOR
CONSTRUCTION
As indicated
9/3/2024 5:15:14 PM
BMO 7TH STREET
HANFORD CALIFORNIA
05BMOH.0083.000
230 W. 7TH STREET
HANFORD, CA 93230
2024
H-1.0
PROJECT INFORMATION
24.05.24 © INTERIOR ARCHITECTS, INC. A CALIFORNIA CORPORATION
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUT E THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHI TECT.
SAN FRANCISCO
500 SANSOME STREET, 8TH FLOOR
SAN FRANCISCO, CA 94111
TEL 415-434-3305
# POUND OR NUMBER
& AND
@ AT
----------------------- ---------------------------- ----------------
ACP ACOUSTICAL CEILING PANEL
AD AREA DRAIN
ADJ ADJUSTABLE
AF ACCESS FLOORING SYSTEM
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
ALUM ALUMINUM
APROX APPROXIMATE
ARCH ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
AWP ACOUSTIC WALL PANEL
AXON AXONOMETRIC
----------------------- ---------------------------- ----------------
BA BASE
BC BACK OF CURB
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BO BOTTOM OF
BOT BOTTOM
BR BULLET RESISTANT
BTB BACK TO BACK
----------------------- ---------------------------- ----------------
C CHANNEL
CA CARPET
CAB CABINET
CB CATCH BASIN
CEM CEMENTIOUS
CER CERAMIC
CI CAST IRON
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLG CEILING
CLO CLOSET
CLR CLEAR
CM CONSTRUCTION MANAGER
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CONCRETE
COL COLUMN
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CS CEILING SYSTEM
CT CERAMIC TILE
CTR CENTER
CTSK COUNTERSUNK
----------------------- ---------------------------- ---------------- (D) DEMOLISH
DBL DOUBLE
DEMO DEMOLISH
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DM DECORATIVE MASONRY
DN DOWN
DO DOOR OPENING
DR DOOR
DS DOWNSPOUT
DWG DRAWING
DWR DRAWER
----------------------- ---------------------------- ---------------- (E) EXISTING
E EAST
EA EACH
EEOR ELECTRICAL ENGINEER OF RECORD
EGD EXPERIENTIAL DESIGN
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATION
ELVTR ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
EPNL ELECTRICAL PANEL
EQ EQUAL
EQPT EQUIPMENT
EWC ELECTRIC WATER COOLER
EXG EXISTING
EXT EXTERIOR
----------------------- ---------------------------- ----------------
F/A FIRE ALARM
FA FABRIC
FAB FABRIC
FB FLAT BAR
FC FACE OF CURB
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH
FL FLOOR
FLSHG FLASHING
FLUOR FLUORESCENT
FO FACE OF
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUDS
FPRF FIREPROOFING
FRP FIBERGLASS REINFORCED PLASTIC
FRT FIRE RETARDANT TREATED
FT FOOT / FEET / FINISH TRANSITION
FTG FOOTING
FURR FURRING
FUT FUTURE
FWP FABRIC WALL PANEL
----------------------- ---------------------------- ----------------
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GD GRADE
GF GLAZING FILM
GL GLASS / GLAZING
GND GROUND
GR GROUT
GWB GYPSUM BOARD
GYP GYPSUM
----------------------- ---------------------------- ----------------
HB HOSE BIB
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPC HIGH PERFORMANCE COATINGS
HR HOUR
HT HEIGHT
ID INSIDE DIAMETER (DIM)
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
----------------------- ---------------------------- ----------------
KIT KITCHEN
L ANGLE
LAB LABORATORY
PROJECT DESCRIPTION:
PROJECT ADDRESS:
TYPE OF CONSTRUCTION:
BUILDING OCCUPANCY:
INTERIOR SCOPE
BUILDING NO. OF STORIES:
EXTERIOR SCOPE
SEISMIC DESIGN CATEGORY:
BUILDING LIFE SAFETY INFO:
PROJECT INFORMATION
230 W. 7TH STREET
EXTERIOR IMPROVEMENTS INCLUDING NEW RAMP AND STEPS TO ENTRY DOORWAY,
ACCESSIBLE PARKING STRIPING, LANDSCAPE CURBS WITH PAVING AND ATM LOCATION ON REDDINGTON STREET.
V-B
B - OFFICE
4,491 SF
1 [NFPA 13 SPRINKLERS] , [VISUAL AND AUDIBLE FIRE ALARM], [EMERGENCY VOICE ALARM COMMUNICATION SYSTEM (EVACS)], [ELEVATOR/STAIRWELL PRESSURIZATION] D
ALIGN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE CLEAR / CLR / HOLD DIMENSIONS ARE ABSOLUTES, UNOBSTRUCTED FROM FACE OF EXPOSED FINISH SURFACES.
DEMOLISH TO DECONSTRUCT COMPLETE SYSTEM, HAUL, AND D ISPOSE OF MATERIAL, INCLUDING APPROPRIATE
PULL BACK AND TERMINATION/CAPPING OF RELATED BUILDING SERVICES
SALVAGE DIS-ASSEMBLE, CONVEY OR STORE MATERIAL PER O WNERS INSTRUCTIONS
REUSE SALVAGE, STORE ON SITE, RE-INSTALL
INSTALL ON-SITE OPERATIONS INCLUDING UNLOADING, TEMP ORARY STORAGE, UN-PACKING, ASSEMBLY, PLACING,
ANCHORING, APPLYING, FINISHING, PROTECTING, AND CLEANING COMPLETE AND OPERATIONAL
ELEMENTS, EQUIPMENT, AND SYSTEMS
FURNISH PROCURE AND STORE ON-SITE MATERIAL FOR INSTA LLATION BY OTHERS
PROVIDE FURNISH AND INSTALL COMPLETE AND OPERATIONAL SYSTEM
NOTIFY TO INFORM THE STATED PARTIES IN WRITING AND S EEK RESOLUTION PRIOR TO COMENCING WORK
LAM LAMINATE
LAV LAVATORY
LKR LOCKER
LT LIGHT
MAX MAXIMUM
MC MEDICINE CABINET
ME METAL
MECH MECHANICAL
MEMB MEMBRANE
MEOR MECHANICAL ENGINEER OF
RECORD
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MUL MULLION
----------------------- ---------------------------- ---------------- (N) NEW
N NORTH
NAT NATURAL
NC NOISE CRITERION (NOISE LEVEL
LIMIT)
NIC NOT IN CONTRACT
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
----------------------- ---------------------------- ----------------
OA OVERALL
OC ON CENTER
OCC OCCUPANCY
OD OUTSIDE DIAMETER (DIM)
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
OTS OPEN TO STRUCTURE
----------------------- ---------------------------- ----------------
PA PAINT
PC PERFORMANCE COATING
PERP PERPENDICULAR
PG PROTECTIVE GUARDS
PL PLASTIC LAMINATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLUMB PLUMBING
PLWD PLYWOOD
PP POWER POLE
PR PAIR
PRCST PRECAST
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER TOWEL
DISPENSER AND WASTE
RECEPTACLE
PVB POLYVINYL BUTYRAL
PVC POLYVINYL CHLORIDE (PLASTIC)
----------------------- ---------------------------- ----------------
QT QUARRY TILE
(R) RELOCATE
RAD RADIUS
RD ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQ'D REQUIRED
RESIL RESILIENT
RF RESILIENT FLOORING
RM ROOM
RO ROUGH OPENING
RWL RAIN WATER LEADER
----------------------- ---------------------------- ----------------
S SOUTH
S/D SOAP DISPENSER
S/S STAINLESS STEEL
SAB SOUND ATTENUATION BLANKET
SAFB SOUND ATTENUATION FIRE
BLANKET
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHED SCHEDULE
SD STATIC DISSIPATIVE
SEC SECURITY
SECT SECTION
SEOR STRUCTURAL ENGINEER OF
RECORD
SF SPECIAL FINISH / SQUARE FOOT /
SQUARE FEET
SFRM SPRAY FIRE-RESISTIVE MATERIAL
SG SAFETY GLAZING
SH SHELF
SHT SHEET
SHTG SHEATHING
SHWR SHOWER
SIM SIMILAR
SLT SEALANT
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SOB SYMBOL ON BACKGROUND
SPEC SPECIFICATION
SQ SQUARE
SS SOLID SURFACE MATERIAL
SSD SEE STRUCTURAL DRAWINGS
SSK SERVICE SINK
ST STONE
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
----------------------- ---------------------------- ----------------
T TREAD
T&G TONGUE AND GROOVE
TB TOWEL BAR
TBD TO BE DETERMINED
TCOM TELECOMMUNICATION
TEL TELEPHONE
TER TERRAZZO
THK THICK
TI TILE
TOC TOP OF CONCRETE
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TR TRANSITION
TV TELEVISION
TYP TYPICAL
----------------------- ---------------------------- ----------------
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
----------------------- ---------------------------- ----------------
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VNR VENEER
----------------------- ---------------------------- ---------------- W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET / WALL COVERING
WD WOOD
WF WOOD FLOORING
WLD WELDED
WO WHERE OCCURS
WP WATERPROOF
WP WALL PANELING
WRB WEATHER RESISTANT BARRIER
WS WOOD SOLID
WT WEIGHT / WINDOW TREATMENT
WV WOOD VENEER
HANFORD, CA 93230
KEY PLAN
3 HISTORIC REVIEW 09/03/2024
1/16" = 1'-0" 1 ARCHITECTURAL SITE PLAN
TF-2 TEST FIT RAMP DETAIL
TF-1 TEST FIT CIVIL PLAN
CIVIL
H-2.0 EXTERIOR ELEVATIONS
H-1.0 ARCHITECTURAL SITE PLAN
ARCHITECTURAL
REFER TO CIVIL DRAWINGS
ALIGN ALIGN
A
6 C D GB
5 2
E
4 7
3 1
F
LAN
ROOM
105
ATM
ROOM
107
CMR 1
102 CMR 2
103
SD
VAULT
111
BM
109
CB
112
RESTROOM
114
RESTROOM
115
MOP
&
STORAGE
116
STAFF
ROOM
117
6P
CONF.
118
EMPLOYEE
ENCLAVE
108
KIOSK
101
RRB
120
CSR
104
BANKING
HALL
110
VISITORS
LOUNGE
119
CORRIDOR
106
CORRIDOR
113
ø 5' - 0"
ø 5' - 0"
N.I.C.
EMERGENCY
EXIT ONLY
(2) (2) (2) (2)
REF DW MICRO
H-2.0 3
EXISTING
NIGHT
DEPOSIT
V.I.F.
1'-4"
V.I.F.
4'-10"
V.I.F.
4'-2"
V.I.F.
2'-0"
V.I.F.
2'-4"
V.I.F.
2'-1"
EXISTINGCOVER PLATE
OF PREVIOUS NIGHT
DEPOSIT LOCATION
EXISTING
NIGHT
DEPOSIT
V.I.F.
1'-4"
V.I.F.
4'-10"
V.I.F.
4'-2"
V.I.F.
2'-0"
V.I.F.
2'-4"
V.I.F.
2'-1"
ATM
3'-0"
6'-0" EXISTINGCOVER PLATE
OF PREVIOUS NIGHT
DEPOSIT LOCATION
Job No.
Owner Approval
Scale
DELTA ISSUE DATE DESCRIPTION
NOT FOR
CONSTRUCTION
As indicated
9/3/2024 5:15:19 PM
BMO 7TH STREET
HANFORD CALIFORNIA
05BMOH.0083.000
230 W. 7TH STREET
HANFORD, CA 93230
2024
H-2.0
EXTERIOR ELEVATION
24.05.24 © INTERIOR ARCHITECTS, INC. A CALIFORNIA CORPORATION
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUT E THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHI TECT.
SAN FRANCISCO
500 SANSOME STREET, 8TH FLOOR
SAN FRANCISCO, CA 94111
TEL 415-434-3305
1/4" = 1'-0" 1 01 PARTITION PLAN - EXTERIOR ELEVATION
1/2" = 1'-0" 2 LAN ROOM - EXISTING EXTERIOR ELEVATION
4 PHOTOGRAPHS
1/2" = 1'-0" 3 LAN ROOM - NEW WORK EXTERIOR ELEVATION
3 HISTORIC REVIEW 09/03/2024
5 ATM DETAILS
S
D
OHOHOHOHOHOHOHOHOHOHOHOHOH
PRELIMINARY ZONING INFORMATIONAPPROXIMATEACREAGE±0.34 AC±14,963 SFZONINGCURRENT:MX-D DOWNTOWN MIXED USEPROPOSED: MX-D DOWNTOWN MIXED USEREQUIREDPARKINGFRONT SETBACKSIDE SETBACKREAR SETBACKEXISTING PARKING11 STANDARD SPACESTOTAL121 ACCESSIBLE SPACESPROVIDEDPARKING8 STANDARD SPACESTOTAL134 COMPACT SPACES1 ACCESSIBLE SPACES NORTH
NORTH
FORREVIEWONLY©HANFROD, CATF-1
PRELIMINARY SITE PLAN NOTES:1.THIS SITE PLAN, BEING PRELIMINARY IN NATURE, DOES NOT GUARANTEETHAT ALL REQUIREMENTS FOR ZONING ISSUES, NOR STORM DRAINAGE,GRADING, UTILITY EASEMENTS, AND THE LIKE ARE PROPERLYADDRESSED AT THIS TIME. THE ABOVE REQUIREMENTS CAN AFFECT THELAYOUT OF THIS SITE.2.PARKING FIELDS AND RATIOS ARE PRELIMINARY.3.ALL REQUIREMENTS ASSUMED WITH THIS LAYOUT ARE TENTATIVE ANDSUBJECT TO CHANGE AS MAY BE DIRECTED BY THE ARCHITECT,LANDLORD, OR ANY OF THE GOVERNMENTAL AGENCIES. ONLY AFTERHAVING A THOROUGH ALTA AND TOPOGRAPHIC SURVEY AND GONETHROUGH THE REQUISITE REVIEW PROCESSES CAN MORE ASSURANCEBE GIVEN THESE PLANS AS RELATES TO MOVING FORWARD.4.SITE ACCESS SHOWN IS PRELIMINARY, FURTHER INVESTIGATION ISREQUIRED.5.ZONING CODE HAS NOT BEEN EVALUATED FOR ALL SITE RESTRICTIONS.6.EXISTING WATER AND SEWER UTILITY INFORMATION IS NOT AVAILABLEAT THIS TIME AND IS TO BE SHOWN ON PLAN AT A FUTURE DATE.
VICINITY MAPNTS
LEGEND:FLOW ARROWPROPERTY LINERIBBON GUTTER
PRELIMINARYTEST FIT230 W 7TH STHANFROD, CA 93230
4.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER AREMORE STRINGENT.5.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCALREGULATIONS.6.CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT.7.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS.8.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED.9.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE.10.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%.11.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE.12.DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TOTOP OF THE RAMP.13.RAMP LANDING DIMENSIONS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT.RAMP AND STAIR DETAIL1 2%(MAX.)1:12 MAX2%(MAX.)
FORREVIEWONLYHANFROD, CATF-2PRELIMINARYTEST FIT230 W 7TH STHANFROD, CA 93230©
Historic District Boundary – Contributing Buildings
Legend
- Historic Overlay Zone
C - Contributing Buildings
N - Noncontributing Buildings
- Parking Lots
ALIGN
DN
∅18''
∅14''∅14''
∅8''
∅4''
∅5''
∅28''
D
NOT IN CONTRACT
TRUE
TRUE NORTH
PLAN NORTH
DELTA
REVISION CLOUD
AREA NAME
150 SF AREA TAG
SHEET NUMBER
ELEVATION NUMBER ON SHEET
SHEET NUMBER
ENLARGED CALLOUT
ON SHEET
ZONE TO BE CALLED
OUT
GRID NUMBERA
STRUCTURAL GRID LINE
FINISH TRANSITION
BREAKLINE
DOUBLE BREAKLINE
CL CENTERLINE SYMBOL
FINISH GRAIN DIRECTION
F-01 LIGHT FIXTURE / FURNITURE TAG
XX EQUIPMENT/ACCESSORY TAG
ROOM
NAME
101
150 SF
A-7.0
1 Ref
1 Ref
1Ref
1 Ref
ALIGN
CLOUD
KEYNOTEROOM TAG
SECTION REFERENCE
DETAIL SECTION REF
DATUM
A-8.6
1 DRAWING SCALE
VIEW NUMBER
1 NORTH ARROW
101
1 A8.6
SIM
________________
1 A-8.6
SIM
_________
1 View Name
1/8" = 1'-0"
A
B01 A
PARTITION TYPE
(SEE PARTITION SCHEDULE)
GLAZING SYSTEM TYPE
INSULATION TYPE,
WHERE OCCURS
MATCHLINE
/1 A101 VIEW / SHEET NUMBER
FOR CORRESPONDING
PLAN CONTINUATION
1 A101 SHEET NUMBER
VIEW DIRECTION
VIEW NUMBER ON SHEET
AXON/PERSPECTIVE VIEW REF
ELEVATION VIEW REF
NEW 1HR FIRE RESISTANT
RATED PARTITION
NEW 2HR FIRE RESISTANT
RATED PARTITION
EXISTING 1HR FIRE RESISTANT
RATED PARTITION
EXISTING 2HR FIRE RESISTANT
RATED PARTITION
X'-X" CEILING HEIGHT TAG (AFF)
SYMBOLS
ARCHITECT OF RECORD:
INTERIOR ARCHITECTS INC.
VICTORIA SALGADO
1610 R STREET, SUITE 300
SACRAMENTO, CA 95811
279.895.0101
[email protected]
PM/CLIENT REP
BMO - JLL
MAURO AGUILAR
111 W. MONROE ST, 3RD FLOOR
CHICAGO, IL 60603
703.712.9149
[email protected]
CONTRACTOR
TBD
MEP ENGINEER
HENDERSON ENGINEERS
BRYCE TAYLOR
8311 W. SUNSET ROAD, SUITE 240
LAS VEGAS, NV89113
702.635.3514
[email protected]
STRUCTURAL ENGINEER
BRITT, PETERS & ASSOCIATES, INC
DAVID IMPSON
101 FALLS PARK DRIVE SUITE 601
GREENVILLE, SC 29601
864.271.8869
[email protected]
IA PROJECT CONTACT:
INTERIOR ARCHITECTS PC
LEDA WOODS
104 S. MICHIGAN AVE, SUITE 1200
CHICAGO, IL 60603
312-488-5220
[email protected]
PROJECT DIRECTORY
CODE REFERENCES
•
•
•
•
•
2022 CALIFORNIA BUILDING CODE, VOLUMES 1 & 2
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
•
•
•
•
•
2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS
2022 CALIFORNIA EXISTING BUILDINGS CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS
CITY OF HANDFORD MUNICIPAL CODE
ALL CITY LOCAL CODES AND AMENDMENTS
SITE LOCATION
1. 2.
3. 4.
CONTRACT DOCUMENTS
THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACT DOCUMENTS CONVEY THE DESIGN INTENT FOR THE PROJECT. THE CONTRACTOR
SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL COORDINATE THE WORK OF THE DOCUMENTS WITH THE WORK OF VENDOR PROVIDED INFORMATION ASSOCIATE WITH THE PROJECT. THE CONTRACTOR
SHALL DISTRIBUTE COMPLETE CONTRACT DOCUMENTS TO PARTIES RESPONSIBLE FOR PERFORMING THE WORK SO THAT NO PARTY RECEIVES LIMITED INFORMATION.
COORDINATION OF THE WORK
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REVIEW AND VERIFICATION OF THE CONTRACT DOCUMENTS,
FIELD CONDITIONS, VENDOR DESIGN DRAWINGS INCLUDING DELEGATED DESIGN WORK BY OTHERS, AND DIMENSIONS FOR ACCURACY AND FOR CONFIRMING THE WORK IS CONSTRUCTIBLE PRIOR TO PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL COORDINATE THE WORK WITH THE BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO OTHER TENANT SPACES OR BUILDING AREAS. THE CONTRACTOR SHALL SECURE A CURRENT COPY OF PUBLISHED
CONSTRUCTION/CONTRACTOR BUILDING GUIDELINES AND REGULATIONS FROM THE BUILDING MANAGEMENT AND COMPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF RECORD IN WRITING OF CONFLICTS AND OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT OF RECORD PRIOR TO PROCEEDING WITH THE WORK.
DIMENSIONS
DO NOT SCALE DRAWINGS. DIMENSIONS AND WORKPOINTS PROVIDED ARE TO STRUCTURAL GRID OR TO EXPOSED FACE OF A FINISH, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY DIMENSIONS WITH CONDITIONS IN THE FIELD AND SHALL SECURE WRITTEN RESOLUTION OF CONFLICTS FROM THE ARCHITECT PRIOR TO INITIATING THE WORK. DO NOT ADJUST DIMENSIONS INDICATED AS "CLEAR" OR "HOLD" WITHOUT WRITTEN DIRECTION FROM ARCHITECT.
CONTRACTOR TO NOTIFY ARCHITECT OF ANY DIMENSIONS THAT DIFFER BY MORE THAN "1 INCH", INCLUDING THOSE MARKED "VIF" AND "+/-".
DELEGATED DESIGN WORK BY OTHERS
SYSTEMS INDICATED AS DELEGATED DESIGN SHALL BE ENGINEERED, AND STAMPED BY QUALIFIED PROFESSIONAL ENGINEERS LICENSED IN THE JURISDICTION OF THE WORK. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD
FOR THESE SYSTEMS TO SECURE AGENCY APPROVALS, INCLUDING REQUIRED FEES ASSOCIATED WITH PERMIT APPROVAL. THESE SYSTEMS SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS AND SHALL COMPLY WITH
APPLICABLE LEGAL REQUIREMENTS INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS UTILIZING PERFORMANCE AND DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS. •
•
•
INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE, HANDLING,
DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC OR HARMFUL SUBSTANCES.
QUESTIONS THAT ARISE RELATED TO HAZARDOUS MATERIALS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO WORK NOR RENDER OPINIONS RELATED TO HAZARDOUS MATERIALS.
CONTRACTORS SHALL REPORT THE PRESENCE OF MATERIAL OR ASSEMBLIES SUSPECTED TO CONTAIN HAZARDOUS MATERIALS UPON DISCOVERY TO THE OWNER. WORK SHALL BE HALTED UNTIL WRITTEN CLEARANCE TO CONTINUE HAS BEEN PROVIDED BY THE OWNER ’S CERTIFIED HAZARDOUS MATERIALS CONSULTANTS.
CONTRACTOR, FURNITURE VENDOR, DESIGN BUILD SUB-CONTRACTORS AND OWNER ’S SUBCONTRACTORS ARE ALL
REQUIRED TO USE THE ARCHITECTURAL DIMENSION WORK POINTS ESTABLISHED FOR OPEN PLAN PENDANT LIGHTING AND FURNITURE CENTERLINES WHERE APPLICABLE. CONTRACTOR AND VENDOR PREPARED SHOP DRAWINGS SHALL DOCUMENT THE ARCHITECTURAL DIMENSION WORK POINTS FOR THE ARCHITECT ’S REVIEW PRIOR TO START OF WORK.
FIELD LAYOUT REVIEW REQUESTED OF THE ARCHITECT MUST UTILIZE ON ESTABLISHED WORK POINTS. FLOOR CORE
LOCATIONS SERVING FURNITURE ARE THE SOLE RESPONSIBILITY OF THE FURNITURE VENDOR, INCLUDING FIELD VERIFICATION OF LAYOUT CONSISTENT WITH THE FLOOR CORING REQUIREMENTS IDENTIFIED HEREIN.
GENERAL NOTESABBREVIATIONS
DEFINITIONS
COORDINATION OF FURNITURE
WITH FLOOR CORES & LIGHTING
HAZARDOUS MATERIALS NOTES
SHEET INDEX
PROJECT SITE
IA'S PROJECT MANUAL DATED 09/23/2024 TITLED ISSUE FOR BID AND PERMIT ARE HEREBY MADE A PART OF THE CONTRACT DOCUMENTS.
PROJECT MANUAL
ARCHITECTURAL
AN-3.0
PROJECT INFORMATION
ARCHITECTURAL SITE PLAN
AN-1.1
C100 DEMOLITION PLAN
C200 IMPROVEMENT PLAN
C201 GRADING PLAN
C300 IMPROVEMENT DETAILS
L100 LANDSCAPE NOTES
L101 LANDSCAPE PLAN
L200 IRRIGATION NOTES
L201 IRRIGATION PLAN
L202 IRRIGATION DETAILS
L300 IRRIGATION SPECIFICATIONS
L301 PLANTING SPECIFICATIONS
CIVIL
LANDSCAPE
7TH STREET
REDINGTON STREET
CHINA ALLEY
AREA OF WORK
REINFORCED CONCRETE
WITH SMOOTH FINISH
SINGLE STEP TO
ENTRY DOOR LEVEL.
SEE CIVIL DRAWINGS.
8.33% MAX SLOPE
8'-0"6'-0"
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
As indicated
9/23/2024 4:45:43 PM
BMO 7TH STREET
HANFORD CALIFORNIA
05BMOH.0083.000
230 W. 7TH STREET
HANFORD, CA 93230
2024
AN-1.1
PROJECT INFORMATION
24.05.24 © INTERIOR ARCHITECTS, INC. A CALIFORNIA CORPORATION
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
SAN FRANCISCO
500 SANSOME STREET, 8TH FLOOR
SAN FRANCISCO, CA 94111
TEL 415-434-3305
# POUND OR NUMBER
& AND
@ AT
----------------------- --------------------------------------------
ACP ACOUSTICAL CEILING PANEL
AD AREA DRAIN
ADJ ADJUSTABLE
AF ACCESS FLOORING SYSTEM
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
ALUM ALUMINUM
APROX APPROXIMATE
ARCH ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
AWP ACOUSTIC WALL PANEL
AXON AXONOMETRIC
----------------------- --------------------------------------------
BA BASE
BC BACK OF CURB
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BO BOTTOM OF
BOT BOTTOM
BR BULLET RESISTANT
BTB BACK TO BACK
----------------------- --------------------------------------------
C CHANNEL
CA CARPET
CAB CABINET
CB CATCH BASIN
CEM CEMENTIOUS
CER CERAMIC
CI CAST IRON
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLG CEILING
CLO CLOSET
CLR CLEAR
CM CONSTRUCTION MANAGER
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CONCRETE
COL COLUMN
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CS CEILING SYSTEM
CT CERAMIC TILE
CTR CENTER
CTSK COUNTERSUNK
----------------------- -------------------------------------------- (D) DEMOLISH
DBL DOUBLE
DEMO DEMOLISH
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DM DECORATIVE MASONRY
DN DOWN
DO DOOR OPENING
DR DOOR
DS DOWNSPOUT
DWG DRAWING
DWR DRAWER
----------------------- -------------------------------------------- (E) EXISTING
E EAST
EA EACH
EEOR ELECTRICAL ENGINEER OF RECORD
EGD EXPERIENTIAL DESIGN
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATION
ELVTR ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
EPNL ELECTRICAL PANEL
EQ EQUAL
EQPT EQUIPMENT
EWC ELECTRIC WATER COOLER
EXG EXISTING
EXT EXTERIOR
----------------------- --------------------------------------------
F/A FIRE ALARM
FA FABRIC
FAB FABRIC
FB FLAT BAR
FC FACE OF CURB
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH
FL FLOOR
FLSHG FLASHING
FLUOR FLUORESCENT
FO FACE OF
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUDS
FPRF FIREPROOFING
FRP FIBERGLASS REINFORCED PLASTIC
FRT FIRE RETARDANT TREATED
FT FOOT / FEET / FINISH TRANSITION
FTG FOOTING
FURR FURRING
FUT FUTURE
FWP FABRIC WALL PANEL
----------------------- --------------------------------------------
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GD GRADE
GF GLAZING FILM
GL GLASS / GLAZING
GND GROUND
GR GROUT
GWB GYPSUM BOARD
GYP GYPSUM
----------------------- --------------------------------------------
HB HOSE BIB
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPC HIGH PERFORMANCE COATINGS
HR HOUR
HT HEIGHT
ID INSIDE DIAMETER (DIM)
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
----------------------- --------------------------------------------
KIT KITCHEN
L ANGLE
LAB LABORATORY
PROJECT DESCRIPTION:
PROJECT ADDRESS:
TYPE OF CONSTRUCTION:
BUILDING OCCUPANCY:
PROJECT AREA:
BUILDING NO. OF STORIES:
AREA PER FLOOR:
SEISMIC DESIGN CATEGORY:
BUILDING LIFE SAFETY INFO:
PROJECT INFORMATION
1. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY.
ADDITIONAL
REQUIREMENTS:
WALL AND CEILINGS (PER ASTM E84 OR UL723)
INTERIOR EXIT STAIRWAYS, RAMPS AND EXIT PASSAGEWAYS
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS:
ROOMS AND ENCLOSED SPACES:
FLOORING (PER ASTM E648 OR NFPA 253): CLASS II
CRITICAL RADIANT FLUX OF NOT LESS THAN 0.22 WATTS PER SQUARE CENTIMETER
FLAME SPREAD AND SMOKE-DEVELOPED INDEX
CLASS A: FLAME SPREAD: 0 - 25; SMOKE-DEVELOPED: 0 - 450 CLASS B: FLAME SPREAD: 26 - 75; SMOKE-DEVELOPED: 0 - 450 CLASS C: FLAME SPREAD: 76 - 200; SMOKE-DEVELOPED: 0 - 450
DEFERRED SUBMITTALS &
DELEGATED DESIGN WORK
BY OTHERS UNDER
SEPARATE PERMIT:
230 W. 7TH STREET
V-B
B - OFFICE
4,775 SF
NOT SPRINKLERED , VISUAL AND AUDIBLE FIRE ALARM
EXTERIOR IMPROVEMENTS INCLUDING NEW RAMP AND STEPS TO ENTRY DOORWAY,
ACCESSIBLE PARKING STRIPING, LANDSCAPE CURBS WITH PAVING AND ATM LOCATION ON REDDINGTON STREET.
B OCCUPANCY - CLASS A
B OCCUPANCY - CLASS B
B OCCUPANCY - CLASS C
D
ALIGN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE CLEAR / CLR / HOLD DIMENSIONS ARE ABSOLUTES, UNOBSTRUCTED FROM FACE OF EXPOSED FINISH SURFACES.
DEMOLISH TO DECONSTRUCT COMPLETE SYSTEM, HAUL, AND DISPOSE OF MATERIAL, INCLUDING APPROPRIATE
PULL BACK AND TERMINATION/CAPPING OF RELATED BUILDING SERVICES
SALVAGE DIS-ASSEMBLE, CONVEY OR STORE MATERIAL PER OWNERS INSTRUCTIONS
REUSE SALVAGE, STORE ON SITE, RE-INSTALL
INSTALL ON-SITE OPERATIONS INCLUDING UNLOADING, TEMPORARY STORAGE, UN-PACKING, ASSEMBLY, PLACING,
ANCHORING, APPLYING, FINISHING, PROTECTING, AND CLEANING COMPLETE AND OPERATIONAL
ELEMENTS, EQUIPMENT, AND SYSTEMS
FURNISH PROCURE AND STORE ON-SITE MATERIAL FOR INSTALLATION BY OTHERS
PROVIDE FURNISH AND INSTALL COMPLETE AND OPERATIONAL SYSTEM
NOTIFY TO INFORM THE STATED PARTIES IN WRITING AND SEEK RESOLUTION PRIOR TO COMENCING WORK
LAM LAMINATE
LAV LAVATORY
LKR LOCKER
LT LIGHT
MAX MAXIMUM
MC MEDICINE CABINET
ME METAL
MECH MECHANICAL
MEMB MEMBRANE
MEOR MECHANICAL ENGINEER OF
RECORD
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MUL MULLION
----------------------- -------------------------------------------- (N) NEW
N NORTH
NAT NATURAL
NC NOISE CRITERION (NOISE LEVEL
LIMIT)
NIC NOT IN CONTRACT
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
----------------------- --------------------------------------------
OA OVERALL
OC ON CENTER
OCC OCCUPANCY
OD OUTSIDE DIAMETER (DIM)
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
OTS OPEN TO STRUCTURE
----------------------- --------------------------------------------
PA PAINT
PC PERFORMANCE COATING
PERP PERPENDICULAR
PG PROTECTIVE GUARDS
PL PLASTIC LAMINATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLUMB PLUMBING
PLWD PLYWOOD
PP POWER POLE
PR PAIR
PRCST PRECAST
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER TOWEL
DISPENSER AND WASTE
RECEPTACLE
PVB POLYVINYL BUTYRAL
PVC POLYVINYL CHLORIDE (PLASTIC)
----------------------- --------------------------------------------
QT QUARRY TILE
(R) RELOCATE
RAD RADIUS
RD ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQ'D REQUIRED
RESIL RESILIENT
RF RESILIENT FLOORING
RM ROOM
RO ROUGH OPENING
RWL RAIN WATER LEADER
----------------------- --------------------------------------------
S SOUTH
S/D SOAP DISPENSER
S/S STAINLESS STEEL
SAB SOUND ATTENUATION BLANKET
SAFB SOUND ATTENUATION FIRE
BLANKET
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHED SCHEDULE
SD STATIC DISSIPATIVE
SEC SECURITY
SECT SECTION
SEOR STRUCTURAL ENGINEER OF
RECORD
SF SPECIAL FINISH / SQUARE FOOT /
SQUARE FEET
SFRM SPRAY FIRE-RESISTIVE MATERIAL
SG SAFETY GLAZING
SH SHELF
SHT SHEET
SHTG SHEATHING
SHWR SHOWER
SIM SIMILAR
SLT SEALANT
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SOB SYMBOL ON BACKGROUND
SPEC SPECIFICATION
SQ SQUARE
SS SOLID SURFACE MATERIAL
SSD SEE STRUCTURAL DRAWINGS
SSK SERVICE SINK
ST STONE
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
----------------------- --------------------------------------------
T TREAD
T&G TONGUE AND GROOVE
TB TOWEL BAR
TBD TO BE DETERMINED
TCOM TELECOMMUNICATION
TEL TELEPHONE
TER TERRAZZO
THK THICK
TI TILE
TOC TOP OF CONCRETE
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TR TRANSITION
TV TELEVISION
TYP TYPICAL
----------------------- --------------------------------------------
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
----------------------- --------------------------------------------
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VNR VENEER
----------------------- -------------------------------------------- W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET / WALL COVERING
WD WOOD
WF WOOD FLOORING
WLD WELDED
WO WHERE OCCURS
WP WATERPROOF
WP WALL PANELING
WRB WEATHER RESISTANT BARRIER
WS WOOD SOLID
WT WEIGHT / WINDOW TREATMENT
WV WOOD VENEER
HANFORD, CA 93230
KEY PLAN
1. 2.
•
•
•
•
•
•
•
•
•
•
•
3. •
•
•
•
•
•
•
CONSTRUCTION WASTE MANAGEMENT:
RECYCLE AND/OR SALVAGE 100% OF MIXED DEBRIS TO BE PROCESSED FOR RECYCLING IN COMPLIANCE WITH LOCAL CONSTRUCTION AND DEMOLITION DEBRIS ORDINANCE.
SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE ENFORCING AGENCY COMPLYING WITH ALL LOCAL REQUIREMENTS. AT A MINIMUM THE PLAN MUST MEET THE FOLLOWING:
IDENTIFY AND DOCUMENT THE CONSTRUCTION AND DEMOLITION WASTE TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.
DOCUMENT IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS ARE SORTED ON-SITE (SOURCE
SEPARATED) OR BULK MIXED (SINGLE STREAM)
DOCUMENT DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN
DOCUMENT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. ALL SUCH MATERIALS TO BE TRANSPORTED BY A REGISTERED HAULER TO
A REGISTERED FACILITY THAT CAN PROVIDE VERIFIABLE DOCUMENTATION ABOUT PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM LANDFILL.
THE WASTE MANAGEMENT PLAN SHALL BE UPDATED DURING CONSTRUCTION AND MADE ACCESSIBLE TO THE
AUTHORITY HAVING JURISDICTION
REDIRECT CONSTRUCTION, DEMOLITION & PACKAGING DEBRIS TO SOURCES OTHER THAN LANDFILL PROVIDING VERIFIABLE DOCUMENTATION. STRATEGIES MAY INCLUDE:
REDIRECT PACKAGING DEBRIS BACK TO THE MANUFACTURER.
DONATE SALVAGEABLE MATERIALS TO A RECLAMATION SITE OR NON-PROFIT CHARITY.
DESIGNATE RECYCLING AREAS DURING DEMOLITION AND CONSTRUCTION.
CONTACT A REGIONAL CARPET RECLAMATION FACILITY FOR SALVAGE OF CARPETING.
CONTACT ACOUSTIC CEILING PANEL MANUFACTURER FOR UPCYCLING OPTIONS.
UNIVERSAL WASTE
PROVIDE VERIFYABLE DOCUMENTATION TO THE AUTHORITY HAVING JURISDICTION THAT ALL CALIFORNIA PROHIBITED
UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY AND ARE DIVERTED FROM LANDFIL INCLUDING BUT NOT LIMITED TO.
ELECTRONIC DEVICES: INCLUDES ANY ELECTRONIC DEVICE THAT IS A HAZARDOUS WASTE (WITH OR WITHOUT A
CATHODE RAY TUBE (CRT)), INCLUDING TELEVISIONS, COMPUTER MONITORS, CELL PHONES, VCRS, COMPUTER CPUS AND PORTABLE DVD PLAYERS.
BATTERIES
ELECTRIC LAMPS: FLUORESCENT TUBES AND BULBS, HIGH INTENSITY DISCHARGE LAMPS, SODIUM VAPOR LAMPS
AND ELECTRIC LAMPS THAT CONTAIN ADDED MERCURY, AS WELL AS ANY OTHER LAMP THAT EXHIBITS A CHARACTERISTIC OF A HAZARDOUS WASTE. (E.G., LEAD).
MERCURY-CONTAINING EQUIPMENT : THERMOSTATS, MERCURY SWITCHES, MERCURY THERMOMETERS, PRESSURE
OR VACUUM GAUGES, DILATORS AND WEIGHTED TUBING, MERCURY RUBBER FLOORING, MERCURY GAS FLOW
REGULATORS, DENTAL AMALGAMS, COUNTERWEIGHTS, DAMPERS AND MERCURY ADDED NOVELTIES SUCH AS JEWELRY, ORNAMENTS AND FOOTWEAR.
CRTS AND CRT GLASS
NON-EMPTY AEROSOL CANS.
LEAD CONTAINING ITEMS
CALIFORNIA GREEN BUILDING REQUIREMENTS
4. 5.
6. •
•
•
•
7. 8.
9. •
•
•
•
•
ADHESIVES, SEALANTS & CAULKS:
THE VOC CONTENT OF ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS SEALANTS, SEALANT PRIMERS
AND CAULKS USED MUST MEET OR EXCEED THE REQUIREMENTS OF LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES OR SCAQMD RULE 1168 OR BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51 AND BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF CALIFORNIA GREEN BUILDING STANDARDS CODE TITLE 24 PART 11 FOR AEROSOL ADHESIVES (CALGREEN 5.504.4.1).
PAINTS AND COATINGS:
ARCHITECTURAL PAINTS AND COATINGS TO COMPLY WITH VOC LIMITS OF LOCAL AUTHORITY HAVING LOCAL
JURISDICTIONS REQUIREMENTS AND THE IN THE AIR RESOURCE BOARD (ARB) ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE AND CALIFORNIA GREEN BUILDING STANDARDS CODE OF REGULATIONS TITLE 24 PART 11 FOR AEROSOL PAINTS (CALGREEN 5.504.4.3.)
CARPET:
ALL CARPET MUST MEET ONE OF THE FOLLOWING:
CARPET AND RUG INSTITUTE GREEN LABEL PLUS PROGRAM OR
CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR TESTING OF VOCS (SPECIFICATION 01350); NSF/ANSI 140 AT THE GOLD LEVEL; 4. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE; OR CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS EQ 2.2 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE.
CARPET CUSHION:
MUST MEET CARPET AND RUG INSTITUTE GREEN LABEL. INDOOR CARPET ADHESIVE AND CARPET PAD ADHESIVE MUST NOT EXCEED 50 G/L VOC CONTENT.
COMPOSITE WOOD:
COMPOSITE WOOD MUST MEET CARB AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD INCLUDING MEETING THE EMISSIONS LIMITS IN CALGREEN TABLE 5.504.4.5. FOR MAXIMUM FORMALDEHYDE EMISSIONS.
RESILIENT FLOORING SYSTEMS:
FOR 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALL RESILIENT FLOORING COMPLYING WITH AT LEAST ONE OF THE FOLLOWING REQUIREMENTS:
CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM; .
COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS OF CALIFORNIA DEPARTMENT OF PUBLIC HEALTH 2010 STANDARD METHOD FOR TESTING AND EVALUATION CHAMBERS V.1.1; COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) EQ2.2 AND LISTED IN THE CHPS
HIGH PERFORMANCE PRODUCT DATABASE, OR
CERTIFIED UNDER THE GREENGUARD CHILDREN AND SCHOOLS PROGRAM TO COMPLY WITH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH CRITERIA (CALGREEN 5.504.4.4 AND 5.504.4.6 3/8" = 1'-0"3 ELEVATION @ RAMP AT EXIT DOOR WEST
REFER TO CIVIL DRAWINGS
3 HISTORIC REVIEW 09/03/2024
6 ISSUE FOR EXTERIOR PERMIT 9/23/20204
1 INTERIOR TENANT IMPROVEMENT (SEPARATE PERMIT)
SEE CIVIL DWGS FOR MORE INFORMATION
DATE:
Sep 23, 2024
DN
∅18''
∅14''∅14''
∅8''
∅4''
∅5''
∅28''
D
ACCESSIBLE PATH OF TRAVEL
SITE PLAN LEGEND
EXISTING PROPERTY LINES
EXISTING SITE ELEMENTS TO REMAIN
NEW SITE IMPROVEMENTS - REFER TO CIVIL
DRAWINGS FOR MORE INFORMATION
LANDSCAPE
NEW DETECTABLE WARNING SIGNS
TREE
DOOR ACTUATOR
1. PROPERTY LINES, UTILITIES, EASEMENTS, DIMENSIONS, ELEVATIONS AND RELATED INFORMATION SHOWN IS TAKEN FROM SITE SURVEY PREPARED BY OWNER'S CIVIL ENGINEER. ARCHITECT HAS RELIED ON THE ACCURACY AND
COMPLETENESS OF THE INFORMATION SHOWN BUT DOES NOT ACCEPT RESPONSIBILITY FOR INFORMATION PROVIDED BY OTHERS.
SITE PLAN NOTES
2. REFER TO CIVIL ENGINEERING DRAWINGS FOR MORE INFORMATION ON IMPROVEMENTS ALONG THE EXTERIOR PORTION OF THE PATH OF TRAVEL TO THE ACCESSIBLE BUILDING ENTRANCE. - -
S03
S04
7TH STREET
REDINGTON STREET
CHINA ALLEY
H-1.0 2
NEW VAN
ACCESSIBLE
STALL
S01
S06
S05
S02
S07
S07
(E) STANDARD STALLS TO REMAIN AS IS
RAMP RUN
8'-0"
AN-3.0 2
9'-0" 8'-0"
PB
S08
LANDING
5'-0"
AN-1.1 3
S09
DOOR HARDWARE
30" MIN -44" MAX
(E) 43"
CL
(E) PANIC DOOR
HARDWARE ON
INTERIOR SIDE
OF DOORS
(E)3'-7"
(E) 7'-0"
(E)10 1/2"
(E)11"
(E) 5'-3"(E) 3'-0"(E) 3'-0"(E) 5'-5"
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
As indicated
9/23/2024 4:45:45 PM
BMO 7TH STREET
HANFORD CALIFORNIA
05BMOH.0083.000
230 W. 7TH STREET
HANFORD, CA 93230
2024
AN-3.0
ARCHITECTURAL SITE
PLAN
24.05.24 © INTERIOR ARCHITECTS, INC. A CALIFORNIA CORPORATION
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
NO. DESCRIPTION
S01 REFER TO CIVIL DRAWINGS FOR EXTERIOR SITE UPGRADES FOR ACCESSIBILITY, PATH OF TRAVEL DETAILS, AND ADDITIONAL INFORMATION.
S02 (E) TRASH ENCLOSURE.
S03 NEW COMPLIANT RAMP AT BUILDING ENTRY. REFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
S04 NEW COMPLIANT PATH OF TRAVEL FROM ACCESSIBLE PARKING STALL TO MAIN ENTRY; REFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
S05 (E) TRANSFORMER.
S06 NEW ACCESSIBLE AISLE. SEE CIVIL DRAWINGS
S07 NEW CURBS AND LANDSCAPE. SEE CIVIL DRAWINGS
S08 PROVIDE POST MOUNTED DOOR ACTUATOR. SEE EXIT DIAGRAM FOR MORE INFORMATION.
S09 5'-0" CLEAR ADA TURN-AROUND.
KEYNOTES
1" = 10'-0"1 PATH OF TRAVEL PLAN
TRUE
SAN FRANCISCO
500 SANSOME STREET, 8TH FLOOR
SAN FRANCISCO, CA 94111
TEL 415-434-3305
6 ISSUE FOR EXTERIOR PERMIT 9/23/20204
USE (PER ZONING TABLE):
PARKING REQUIREMENTS BY TYPE
STANDARD PARKING STALLS ( + 6 STREET PARKING STALLS)
STANDARD ACCESSIBLE STALLS
VAN ACCESSIBLE STALLS
TOTAL PARKING PROVIDED:
TOTAL LOCAL PARKING REQUIREMENTS PER MUNICIPAL CODE
AREA OF USE (SF): #STALLS REQUIRED:RATIO:
TOTAL PARKING STALLS REQUIRED:
REQUIRED PROVIDED
4490 1:300 15
15 18
1 1
15 19
PARKING ANALYSIS
3/8" = 1'-0"2 ELEVATION @ ACCESSIBLE EXIT DOOR WEST
TENANT IMPROVEMENT (SEPARATE PERMIT)
DATE:
Sep 23, 2024
9/30/20249/23/2024
Job No.
BMO HANFORD
Owner Approval
230 W 7TH STHANFORD, CA 93230
BMO
Scale
DELTAISSUEDATEDESCRIPTION2024 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600, SAN DIEGO, CA 92101PHONE: 619-234-9411WWW.KIMLEY-HORN.COM
1.THE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND THE MOST CURRENT EDITION OF THE APPLICABLE CITY AND/OR REGIONAL STANDARDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THESE STANDARDS, SPECIFICATIONS AND DRAWINGS, AS WELL AS ALL OTHER STANDARDS AND SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETE AND ACCURATELY INTERPRET THESE PLANS.2.ALL QUANTITIES LISTED IN THE LANDSCAPE SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF ANY DISCREPANCIES, PLANS SHALL OVERRIDE THE LANDSCAPE AND BID SCHEDULE QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON THE PLANS AND BASE THEIR BID ACCORDINGLY.3.RESPONSIBILITY FOR ESTABLISHING SUBGRADES IS NOT INCLUDED IN THIS WORK. INSPECT SUBGRADES PRIOR TO COMMENCING WORK TO CONFIRM SUBGRADE DEPTHS AND GRADES. ADVISE LANDSCAPE ARCHITECT OF DISCREPANCIESWITH DRAWINGS OR SPECIFICATIONS. ALL PLANTING AREAS SHALL BE LEFT FREE OF CONSTRUCTION DEBRIS AND/ORTOXIC MATERIAL AND GRADED TO A LEVEL TO PERMIT LANDSCAPE CONSTRUCTION. TRENCHES OR OTHER FILLEDEXCAVATIONS SHALL BE COMPACTED PRIOR TO LANDSCAPE INSTALLATION.4.SITE GRADING NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK.5.ALL LANDSCAPE AREAS SHALL BE UNIFORMLY GRADED SO THAT FINISHED SURFACES CONFORM TO THE TYPICALSECTIONS AND PROPOSED GRADES SHOWN. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, AND FREE FROM IRREGULAR SURFACE DRAINAGE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE FINISH GRADE AND SHALL BEAR FINAL RESPONSIBILITY FOR PROPER SURFACE DRAINAGE OF PLANTED AREAS.6.AFTER ROUGH GRADING HAS OCCURRED, CONTRACTOR SHALL OBTAIN AN AGRONOMIC SOILS REPORT AND SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO AMENDMENTS AND/OR PLANTING. CONTRACTOR SHALL APPLY RECOMMENDATIONS UNLESS OTHERWISE NOTED BY LANDSCAPE ARCHITECT.7.BACKFILL MIX SHALL BE PLACED IN 6" LIFTS AND TAMPED INTO PLACE AROUND THE PLANT. NO TRANSPLANTING SHALL BE DONE WHEN SOIL IS EXCESSIVELY WET. DO NOT COUNTERSINK AROUND CACTI OR SUCCULENTS. PROVIDE POSITIVEDRAINAGE AWAY FROM PLANT.8.ALL TREES SHALL BE PLANTED A MINIMUM OF 5 FEET, ALL SHRUBS AND ACCENTS A MINIMUM OF 24", AND ALL GROUNDCOVERS 18" FROM EDGE OF CURBS, WALKS, WALLS, PADS, ETC., UNLESS DIRECTED OTHERWISE BY THE LANDSCAPE ARCHITECT.9.EXCAVATE PITS, AS SHOWN ON DRAWINGS AND DETAILS. LOOSEN HARD SUBSOIL IN BOTTOM OF PIT. TEST DRAINAGE OF TREE, SHRUB AND PLANT PITS BY FILLING WITH WATER TWICE IN SUCCESSION. THE RETENTION OF WATER IN PLANTINGPITS FOR MORE THAN TWENTY-FOUR (24) HOURS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE. SUBMIT IN WRITING A PROPOSAL FOR THE CORRECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH WORK.10.IF ROCK, UNDERGROUND CONSTRUCTION, ADVERSE DRAINAGE CONDITIONS, OR OTHER OBSTRUCTIONS ARE ENCOUNTERED IN EXCAVATION FOR PLANTING OF ANY PLANT MATERIAL, NOTIFY THE OWNER'S REPRESENTATIVE. NEW LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE, OR INSTRUCTIONS MAY BE ISSUED TO DIRECTREMOVAL OF OBSTRUCTION. PROCEED WITH WORK ONLY AFTER APPROVAL OF THE OWNER'S REPRESENTATIVE.11.DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY FROM AT LEAST FIVE SOURCES TO THE OWNER'S REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL FOR FINAL APPROVAL.12.ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCKSTANDARDS UNLESS OTHERWISE NOTED.13.LAY OUT INDIVIDUAL TREE AND PLANT LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS, STAKE LOCATIONS AND OUTLINE AREAS AND SECURE THE OWNER'S REPRESENTATIVE'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS DIRECTED.14.ALL SHRUBS SHALL HAVE A FULL HEAD THAT COVERS THE CAN DIAMETER (CAN FULL) AND A MINIMUM OF THREESTEMS/BRANCHES.15.FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES.16.FINISH LANDSCAPE GRADES SHALL SLOPE AT A 2% GRADE AWAY FROM CURBS, WALKS, AND WALLS.17.ALL LANDSCAPE AREAS SHALL RECEIVE A 3" DEPTH OF MULCH, UNLESS OTHERWISE NOTED ON THESE PLANS. TREES TO HAVE A 6' DIAMETER RING AROUND TRUNK FREE OF MULCH. MULCH SHALL EXTEND UNDER ALL SHRUBS AND PLANTS.APPLY PRE-EMERGENT HERBICIDE PRIOR TO AND AFTER MULCH INSTALLATION.18.PROVIDE SAMPLES OF PROPOSED MULCH SHOWING COLOR, GRADATION SIZE RANGE AND TEXTURE INCLUDINGPROPOSED SOURCE. PROVIDE 1/2 CUBIC FOOT SAMPLE OF EACH.19.ANY ROCK MULCH OR DECOMPOSED GRANITE SHALL NOT CONTAIN LUMPS OR BALLS OF CLAY, CALICHE, ORGANICMATTER OR CALCAREOUS COATING. PROVIDE WEED BARRIER UNDER ALL DG AND/OR ROCK MULCH. THE CONTRACTORSHALL ENSURE THAT SUFFICIENT QUANTITY IS AVAILABLE FROM A SINGLE SOURCE TO COMPLETE THE PROJECT. THE OWNER'S REPRESENTATIVE SHALL APPROVE SAMPLES PRIOR TO ORDERING.20.NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENT AND SIDEWALKS HAVE BEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS ACCORDING TO PLANS.21.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS REQUIRED. (SEE THE CITY GENERALCONDITIONS)22.ALL CONSTRUCTION ROADS AND COMPACTED AREAS DEVELOPED THROUGH CONSTRUCTION THAT ARE WITHIN THE LANDSCAPE AREAS SHALL BE SCARIFIED AND LOOSENED TO A DEPTH OF 12" PRIOR TO LANDSCAPE AND IRRIGATIONWORK BEGINNING23.PLANTINGS WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE MAINTAINED SO THAT NO LIMBS HANG LOWER THAN SEVEN (7) FEET AND SHRUBS OR OTHER PLANTS PLANTED WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE NO TALLER THAN TWO (2) FEET AT FULL GROWTH.
GENERAL LANDSCAPE NOTES1.THE TERM “LANDSCAPE ARCHITECT” USED HEREIN SHALL MEAN THE LANDSCAPE ARCHITECT WHO HAS SIGNED AND SEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE LANDSCAPE ARCHITECTURE DESIGN. THE TERM “CONTRACTOR” USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. ANY AGENCY SIGNATURE OR APPROVAL ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES.2.THE LANDSCAPE ARCHITECT WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME AND COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTHSTANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMALWORKING HOURS.3.THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE, SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETYPRACTICES, NOR SHALL THE LANDSCAPE ARCHITECT HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANY CONTRACTOR.4.THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE LANDSCAPE ARCHITECT AND OWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR ALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY,THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT.5.IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL REQUEST IN WRITING FROM THE LANDSCAPE ARCHITECT AND THE OWNER, AN INTERPRETATION BEFORE DOING ANY RELATED OR IMPACTED WORK.6.THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROM ANY EROSION AND SILTATIONTHAT RESULT FROM CONTRACTOR OPERATIONS BY APPROPRIATE MEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.7.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES.8.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINEDFROM A SEARCH OF READILY AVAILABLE RECORDS. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURESTO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR.9.THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTS ADJACENT TO THE PROPOSEDWORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BY THE CONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT IN WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND.10.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER.12.SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE LANDSCAPEARCHITECT IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE WORK IN QUESTION.13.ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.
LANDSCAPE ARCHITECT NOTES
NOTE:UNLESS OTHERWISE IDENTIFIED ON THE PLANS, THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL EXISTING PLANT MATERIAL WHICH IS IMPACTED BY THE PROPOSED PROJECT CONSTRUCTION. EXISTINGPLANT MATERIAL SHALL BE ADJUSTED, RELOCATED,SALVAGED/REINSTALLED AND/OR NEWLY FURNISHED AND INSTALLED IN LIKE SIZE AND KIND AS NEAR ITS ORIGINAL LOCATION AS POSSIBLE.NEW LOCATION(S) OF IMPACTED PLANT MATERIAL MUST BE APPROVEDBY THE CLIENT OR CLIENT’S REPRESENTATIVE PRIOR TO INSTALLATION.CONTRACTOR SHALL ENSURE THAT ANY ADJACENT LANDSCAPING OR PLANT MATERIAL IMPACTED BY THESE IMPROVEMENTS IS HEALTHY,DISEASE-FREE AND SHALL PROVIDE A WARRANTY THAT GUARANTEESALL PLANT MATERIAL REPLACED AND/OR IMPACTED FOR ONE YEARFROM DATE OF FINAL ACCEPTANCE OF THE CONTRACT.
1.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET THE OWNER OR OWNER'S REPRESENTATIVE AND IDENTIFYTREES WHICH ARE TO BE PROTECTED AS WELL AS THOSE WHICH ARE TO BE REMOVED. DO NOT PROCEED WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED.2.TREES TO REMAIN SHALL BE PROTECTED BY THE INSTALLATION OF FENCING AT THE DRIPLINE OF THE TREE CANOPYOR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. FENCING SHALL BE INSTALLED PRIOR TO CONSTRUCTION. FENCING SHALL BE SUFFICIENT TO PREVENT CONSTRUCTION EQUIPMENT FROM COMPACTING SOIL AT THE ROOT ZONE AND DAMAGING TRUNKS AND/OR BRANCHES.3.IF, IN ORDER TO PERFORM EXCAVATION WORK, IT BECOMES NECESSARY TO CUT ROOTS OF PLANTS TO BE SAVED, SUCH ROOTS SHOULD BE CUT NEATLY, COVERED WITH BURLAP AND KEPT MOIST UNTIL ROOTS ARE BACK FILLED.4.TREE REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOTBALLS AND SATISFACTORYOFF-SITE DISPOSAL OF TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED BY THE REMOVALOPERATIONS.5.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE PROPERTY LINE DUE TO HIS OR HER CONTRACT OPERATIONS.6.ALL REFUSE, DEBRIS, UNSUITABLE MATERIALS AND MISCELLANEOUS MATERIALS TO BE REMOVED SHALL BE LEGALLYDISPOSED OF OFF-SITE BY THE CONTRACTOR.7.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK.
SITE PREPARATION NOTES
A.THE LIMITS OF ALL TREE PROTECTION ZONES SHALL BE STAKED IN THE FIELD. A 6'-0" HIGH CHAIN LINK FENCE WITH POSTS SUNK INTO THE GROUND SHALL BE ERECTED TO ENCLOSE THE TREE PROTECTION ZONE.B.THE TREE PROTECTION ZONE (TPZ) IS DEFINED AS THE LARGER OF THE DRIP LINE OF THE TREE OR THE DISTANCE FROM THE TRUNK EQUAL TO ONE (1) FOOT FOR EACH INCH OF TRUNK DIAMETER MEASURED AT FOUR AND A HALF (4.5) FEET ABOVE EXISTING GRADE (AKA DBH; DIAMETER AT BREAST HEIGHT).C.FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR MOVEDWITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT.D.STRUCTURES AND UNDERGROUND FEATURES TO BE REMOVED WITHIN THE TREE PROTECTION ZONE SHALL USE THE SMALLEST EQUIPMENT POSSIBLE, AND OPERATE FROM OUTSIDE THE TREE PROTECTION ZONE.E.IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6"OF MULCH OR GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED ASNECESSARY TO MAINTAIN A 6" DEPTH.F.CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE FENCED AREAS AT ALL TIMES.G.NO MATERIALS, EQUIPMENT, WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE. NO DEBRIS OR GARBAGE MAY BE DUMPED OR BURIED WITHIN THE TREE PROTECTION ZONE.H.ANY GRADING, CONSTRUCTION, DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS, MUST BE MONITORED BY THE LANDSCAPE ARCHITECT.I.ALL UNDERGROUND UTILITIES AND DRAIN OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE TREE PROTECTION ZONE. IF REROUTING IS NOT POSSIBLE, TRENCHING WITHIN THE TPZ IS TO BE PERFORMED BY AIRSPADE UNDER THE SUPERVISIONAND DIRECTION OF A LICENSED ARBORIST. IF AT ANY TIME, TWENTY-FIVE (25) PERCENT OF THE AREA WITHIN THE ROOT PROTECTION ZONE WOULD BE SEPARATED FROM THE TREE BY A TRENCH, THE LINE SHALL BE LOCATED BY BORING.J.NO ROOTS LARGER THAN ONE INCH (1.5”) DIAMETER SHALL BE CUT UNLESS REVIEWED AND APPROVED BY LICENSEDARBORIST. ALL SMALLER ROOTS THAT REQUIRE CUTTING SHALL BE CUT WITH PRUNING SAWS (NO TRENCHES OR BACKHOES). CUTS SHALL BE MADE FLUSH WITH THE SIDE OF THE EXCAVATION.K.MINOR ROOT DAMAGE DURING GRADING OR CONSTRUCTION SHALL BE PRUNED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IN THE EVENT OF EXTENSIVE ROOT DAMAGE.L.ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIEDARBORIST OR AT THE DIRECTION OF THE LANDSCAPE ARCHITECT AND NOT BY CONSTRUCTION PERSONNEL.M.EROSION CONTROL DEVICES SUCH AS SILT FENCING, DEBRIS BASINS, AND WATER DIVERSION STRUCTURES SHALL BE INSTALLED TO PREVENT SILTATION AND/OR EROSION WITHIN THE TREE PROTECTION ZONE.N.SPOIL FROM TRENCHES OR OTHER EXCAVATIONS SHALL NOT BE PLACED WITHIN THE TREE PROTECTION ZONE, EITHERTEMPORARILY OR PERMANENTLY.O.IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIEDIMMEDIATELY IN ORDER TO RECOMMEND EVALUATION BY A LICENSED ARBORIST. PROCUREMENT OF A LICENSED ARBORISTSHALL BE AT NO ADDITIONAL COST TO THE OWNER.
TREE PROTECTION NOTES
LANDSCAPE NOTESL100
418 SF 3" DEPTH WOOD BARK MULCH
SYMBOLQTYBOTANICAL / COMMON NAMECONTHEIGHT/SPREADCAL. TREES5EXISTING TREE TO REMAIN / PROTECT IN PLACE--- SYMBOLQTYBOTANICAL / COMMON NAMECONT.SPACINGWUCOLSSHRUBS18DIETES BICOLOR / FORTNIGHT LILY5 GAL.2` O.C.LOW 3PITTOSPORUM TOBIRA 'WHEELER'S DWARF' / WHEELER'S DWARF PITTOSPORUM5 GAL.5` O.C.MODERATE15RHAPHIOLEPIS INDICA `ALBA` / WHITE INDIAN HAWTHORN5 GAL.4` O.C.LOW GROUND COVERS321 SFEXISTING LANDSCAPE / TO REMAIN---
PLANT SCHEDULE
9/30/20249/23/2024
Job No.
BMO HANFORD
Owner Approval
230 W 7TH STHANFORD, CA 93230
BMO
Scale
DELTAISSUEDATEDESCRIPTION2024 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600, SAN DIEGO, CA 92101PHONE: 619-234-9411WWW.KIMLEY-HORN.COM NORTH0GRAPHIC SCALE IN FEET
5 2.5510
BNTS
9-12"2 XROOTBALL WIDTH6"3" MULCH LAYER AS SPECIFIED4" HIGH BERM, FIRMLY COMPACTED3" DIA. CLEAR OF MULCH FROM TRUNKFINISHED GRADE.UNDISTURBED NATIVE SOILSCARIFY BOTTOM AND SIDES OFPLANTING PITSET ROOTBALL ON UNDISTURBEDSTABLE SUBSOIL SO THAT TOP OFROOTBALL IS 1" ABOVE FINISHEDGRADE.PREPARED BACKFILL PLANT TO BE INSTALLED CENTEREDAND PLUMB/LEVEL IN PLANTING PITFERTILIZER TABLETS (MAX 3" DEEP) NOTES:1.REFERENCE PLANTING SPECIFICATIONS/SPECIAL PROVISIONS FOR ADDITIONALINFORMATION.2.WHEN SHRUBS MASSED WITHGROUNDCOVER BEDS, ENTIRE BED TO BEAMENDED.3.WHEN SHRUBS ARE USED IN MASSES,PRUNE ALL SHRUBS TO ACHIEVEUNIFORM MASS/HEIGHT
SECTION
BEST FACE OF SHRUB TO FACE FRONTOF PLANTING BEDREFER TO PLANT SCHEDULE AND PLANSFOR SPACING/LAYOUTPLAN4"
FRONT OF BED
PREPARED PLANTING SOIL1/2"ADJACENT PAVINGMATERIAL (SEE PLANS)3" DEPTH WOOD BARK MULCH CNTS
APPLY PRE-EMERGENT HERBICIDE PRIORTO LAYING MULCHTYPICAL SHRUB PLANTING
WOOD BARK MULCH
D.SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROMCONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDEADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS.C.SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.).INSTALLATION NOTES:8' TALL METAL "T" POSTS OR 2" x 2" X 8'PRESSURE TREATED WOOD POSTS WITH24" BURIAL BELOW GRADE.A.POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDSAND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLEFIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETICEVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS ORTREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION ANDOTHER APPLICATIONS.B.POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/4 OFTHE HEIGHT OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET ATLEAST 2' INTO THE GROUND.NOTE:IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITHFENCE. WIRE MAY DAMAGE FENCE OVER TIME. 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OROWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCTINFORMATION FOR APPROVAL PRIOR TO INSTALLATION.
CORNERCONNECTIONCONNECTIONANTS TREE PROTECTOR
LANDSCAPE PLANL101
STOPSTOPEXISTING BMO230 W 7TH STHANFORD, CA 93230APN: 012-052-014
PROPERTY LINE PROPERTY LINE
EXISTING ELECTRICALEQUIPMENT TO REMAIN -PROTECT IN PLACEEXISTING TRASHENCLOSURE TO REMAIN -PROTECT IN PLACE (TYP)EXISTING GAS UTILITIESTO REMAIN - PROTECT INPLACE (TYP)
PROPERTY LINE
EXISTING POWER POLE TOREMAIN - PROTECT INPLACE (TYP.) 3" DEPTH WOODBARK MULCH (TYP.)418 SF 3" DEPTH WOOD BARK MULCH SYMBOLQTYBOTANICAL / COMMON NAMECONTHEIGHT/SPREADCAL. TREES5EXISTING TREE TO REMAIN / PROTECT IN PLACE--- SYMBOLQTYBOTANICAL / COMMON NAMECONT.SPACINGWUCOLSSHRUBS18DIETES BICOLOR / FORTNIGHT LILY5 GAL.2` O.C.LOW 3PITTOSPORUM TOBIRA 'WHEELER'S DWARF' / WHEELER'S DWARF PITTOSPORUM5 GAL.5` O.C.MODERATE15RHAPHIOLEPIS INDICA `ALBA` / WHITE INDIAN HAWTHORN5 GAL.4` O.C.LOW GROUND COVERS321 SFEXISTING LANDSCAPE / TO REMAIN---
PLANT SCHEDULE
9/30/20249/23/2024
Job No.
BMO HANFORD
Owner Approval
230 W 7TH STHANFORD, CA 93230
BMO
Scale
DELTAISSUEDATEDESCRIPTION2024 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600, SAN DIEGO, CA 92101PHONE: 619-234-9411WWW.KIMLEY-HORN.COM
1.LOW-FLOW BUBBLER ZONES WILL BE DRAINED IN COLD WEATHER SITUATIONS USING THE MANUAL FLUSHVALVES.2.FILTER CLEANING AND REPLACEMENT ON A REGULAR BASIS.3.CHECKING FOR LEAKS AT EACH VALVE AND INSPECTION OF EACH ZONE ON A MONTHLY BASIS.4.HAVE THE CONTRACTOR WALK EACH SECTION OF LOW-FLOW BUBBLERS TO CHECK FOR CLOGGING ORPROBLEMS.5.IF AN ON-SITE WEATHER STATION IS SPECIFIED, IT NEEDS TO BE CALIBRATED REGULARLY TO PROVIDEACCURATE DATA. BECAUSE OF THE COST OF MAINTAINING AN ON-SITE WEATHER STATION, IT ISRECOMMENDED TO USE A CONTROL SYSTEM WHICH UTILIZES A NETWORK OF ET DATA THAT CANASSURE ACCURACY TO WITHIN ONE KILOMETER OF THE SITE.
MAINTENANCE:
IRRIGATION NOTES1.THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUTDUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE.2.ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES AND VALVES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE.3.CONTRACTOR TO FIELD LOCATE ALL PROPOSED IRRIGATION WATER MAIN LINE LOCATIONS. CONTACTLANDSCAPE ARCHITECT PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING CONDITIONS ARE FOUND.4.LOCATE ALL VALVES INSIDE LANDSCAPE AREAS, ALLOWING ACCESS FOR MAINTENANCE PURPOSES, BUT HIDING THEM FROM PUBLIC VIEW WHENEVER POSSIBLE.5.ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED.WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERALLINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.6.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT.7.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALLBE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT"DRAWINGS. ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES.8.ALL DRIP ZONES SHALL BE INSTALLED WITH A SELF-FLUSHING DISC FILTER, OR APPROVED EQUAL9.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION.10.VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECTSITE WITH OWNER.11.ELECTRIC SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR.12.ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS:·CONTROL WIRES - #14·COMMON WIRES - #1213.INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE.14.COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS.15.PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN REQUIRES 65 PSI TO OPERATE. IF THE MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, PRESSURE REDUCING VALVE, OR OTHEREQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'SREPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID.16.A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIORTO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUALRESPONSIBLE FOR PERFORMING THESES SERVICES.17.A LAMINATED DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.18.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPECONTRACTOR FOR THE PROJECT.19.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.
THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDSAND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS.MAINTENANCE SHALL BE DONE TO ENSURE WATER EFFICIENCY. REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR APPROVED EQUIVALENTS.FREQUENCY - QUARTERLYTASK - CONTROLLER CABINET : OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY.CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY.FREQUENCY - MONTHLYTASK - IRRIGATION SCHEDULE: ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONSWHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY.FREQUENCY - QUARTERLYTASK - POC: VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHERDAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED.FREQUENCY - QUARTERLYTASK - REMOTE CONTROL VALVES : ISOLATION VALVES AND QUICK COUPLER VALVES: VISUALLY INSPECT FOR LEAKS, SETTLEMENTS, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR AS NEEDED.FREQUENCY - QUARTERLYTASK - MAINLINE AND LATERALS: VISUALLY INSPECT FOR LEAKS OR SETTLEMENTS OF TRENCH.FREQUENCY - WEEKLYTASK - FILTERS AND STRAINERS - VISUALLY CHECK FOR ANY BROKEN MALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIRAS NEEDED.FREQUENCY - MONTHLYTASK - FILTERS AND STRAINERS: VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSHSCREENS.
IRRIGATION MAINTENANCE SCHEDULE:
WATERING TIME ADJUSTMENT (HYDROZONE 'A' LOW DRIP)MONTHJANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDEC MAXIMUM MINUTES PERSTART TIME161616161616161616161616 START TIMES PER WEEK345679996533 TOTAL MINUTES PERWEEK4864809611214414414496804848 1.WATERING REQUIREMENTS ARE APPROXIMATE PER SEASON AND SHOULD BE ADJUSTED TO REFLECTSEASONAL FLUCTUATIONS IN AVERAGE PRECIPITATION.2."IRRIGATION SCHEDULING INFORMATION" IS TO BE USED FOR WATERING TIME/DURATION/FREQUENCY FORTHE FIRST THREE YEARS, HOWEVER THE SYSTEM SHOULD BE MONITORED FREQUENTLY AND ADJUSTED TOMEET THE NEEDS OF THE PLANT MATERIAL AS MATURE ROOT SYSTEMS DEVELOP.3.ALL PLANTS TO RECEIVE APPROPRIATE ADDITIONAL 15% HIGHER WATERING DURING INSTALLATION PERIODIN ORDER TO ESTABLISH HEALTHY AND DEEP ROOT GROWTH.NOTES:
NOTE:IN ADDITION, THE CONTRACTOR SHALL ADJUST, RELOCATE, SALVAGE,REINSTALL AND/OR FURNISH AND INSTALL NEW IRRIGATIONCOMPONENTS IN LIKE KIND FOR ANY ADJACENT EXISTING IRRIGATIONSYSTEM(S) IMPACTED BY THESE IMPROVEMENTS AND ENSURE THATTHEY ARE IN FULL WORKING ORDER PRIOR TO PROJECT COMPLETION.ANY IRRIGATION THAT IS REMOVED DURING THE CONSTRUCTIONPROCESS SHALL BE CAPPED IN A MANNER THAT THE REMAININGPORTIONS OF THE SYSTEM ARE NOT COMPROMISED. EXISTINGIRRIGATION LATERAL LINES, HEADS, WIRING AND ALL OTHERASSOCIATED EQUIPMENT IMPACTED BY THE PROJECT CONSTRUCTIONSHALL BE CAREFULLY CUT, CAPPED AND RELOCATED TO EXISTINGLANDSCAPE AREAS. PRIOR TO COMPLETION, CONTRACTOR SHALLENSURE THAT ALL EXISTING IRRIGATION SYSTEMS IMPACTED ARE IN FULL WORKING ORDER WITH COMPLETE HEAD TO HEAD COVERAGEINCLUDING NO OVERSPRAY ONTO HARDSCAPE SURFACES OR WALLS.ANY IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION SHALLBE REPLACED IN LIKE KIND.
IRRIGATION NOTESL200
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER ICZ-101-25-LFDRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN.HY100 FILTER SYSTEM. PRESSURE REGULATION: 25 PSI.FLOW RANGE: .5 GPM - 15 GPM. 150 MESH STAINLESSSTEEL SCREEN.1 HUNTER PLD-AVRPLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIALDRIP IRRIGATION SYSTEM TO PREVENT BLOCKAGE ANDWATER HAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSIMAXIMUM RATING.1 HUNTER ECO-IDECO-ID: 1/2IN. FPT CONNECTION WITH 12 PSI-70 PSIOPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWINGJOINT.1 AREA TO RECEIVE DRIPLINENETAFIM TLCV-06-18TECHLINE PRESSURE COMPENSATING LANDSCAPEDRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.417.6 S.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHAYWARD TRUE UNIONSIZE TO MATCH MAINLINE DIAMETER1 IRRIGATION LATERAL LINE: PVC SCHEDULE 4099.4 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 4015.7 L.F.PIPE SLEEVE: PVC SCHEDULE 4030.1 L.F.
DI
9DOYH1XPEHU9DOYH6L]H9DOYH)ORZ9DOYH&DOORXW###"
IRRIGATION SCHEDULE
NUMBERMODELSIZETYPEGPMPSIPSI @ POCPRECIP1HUNTER ICZ-101-25-LF1"AREA FOR DRIPLINE1.3718.00.42 in/hVALVE SCHEDULE
9/30/20249/23/2024
Job No.
BMO HANFORD
Owner Approval
230 W 7TH STHANFORD, CA 93230
BMO
Scale
DELTAISSUEDATEDESCRIPTION2024 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600, SAN DIEGO, CA 92101PHONE: 619-234-9411WWW.KIMLEY-HORN.COM NORTH0GRAPHIC SCALE IN FEET52.5510IRRIGATION PLANL201
STOPSTOP
EXISTING BMO230 W 7TH STHANFORD, CA 93230APN: 012-052-014
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
DI
11.371"1"1" 1"
CONTRACTOR TO TIE PROPOSED IRRIGATIONMAINLINE INTO EXISTING SYSTEM.CONTRACTOR TO FIELD VERIFY THE EXISTINGIRRIGATION SYSTEM HAD ADEQUATEPRESSURE AND FLOW TO BE EXPANDED. IFTHE SYSTEM DOES NOT HAVE CAPACITY TO BEEXPANDED, CONTRACTOR IS TO NOTIFYLANDSCAPE ARCHITECT IMMEDIATELY. (TYP) CONTRACTOR TO RUN NEW WIRE FROMPROPOSED VALVE TO EXISTING IRRIGATIONCONTROLLER. VALVE SHALL BE INSTALLED INPLANTING AREAS AT 24" FROM BACK OF CURB(TYP.) ALL IRRIGATION PIPE SLEEVES SHALL BETWO (2) TIMES THE DIAMETER OF THE PIPE ITCARRIES (TYP.) CONTRACTOR TO FURNISH AND INSTALL DRIPINDICATORS AT THE LOWEST ELEVATION OFTHE DRIP SYSTEM. DRIP INDICATOR TO ACT ASMANUAL FLUSH VALVE (TYP.) CONTRACTOR TO FURNISH AND INSTALL AIRRELIEF VALVES AT THE HIGHEST ELEVATIONOF THE DRIP SYSTEM (TYP.) CONTRACTOR TO TIE PROPOSEDIRRIGATION DRIPLINE LATERAL INTOEXISTING SYSTEM. CONTRACTOR TO FIELDVERIFY THE EXISTING IRRIGATION SYSTEMHAD ADEQUATE PRESSURE AND FLOW TOBE EXPANDED. IF THE SYSTEM DOES NOTHAVE CAPACITY TO BE EXPANDED,CONTRACTOR IS TO NOTIFY LANDSCAPEARCHITECT IMMEDIATELY. (TYP) MAINLINE SHOWN DIAGRAMMATICALLY.INSTALL IN PLANTER AREA WHENEVERPOSSIBLE (TYP.) SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER ICZ-101-25-LFDRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN.HY100 FILTER SYSTEM. PRESSURE REGULATION: 25 PSI.FLOW RANGE: .5 GPM - 15 GPM. 150 MESH STAINLESSSTEEL SCREEN.1 HUNTER PLD-AVRPLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIALDRIP IRRIGATION SYSTEM TO PREVENT BLOCKAGE ANDWATER HAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSIMAXIMUM RATING.1 HUNTER ECO-IDECO-ID: 1/2IN. FPT CONNECTION WITH 12 PSI-70 PSIOPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWINGJOINT.1 AREA TO RECEIVE DRIPLINENETAFIM TLCV-06-18TECHLINE PRESSURE COMPENSATING LANDSCAPEDRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.417.6 S.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHAYWARD TRUE UNIONSIZE TO MATCH MAINLINE DIAMETER1 IRRIGATION LATERAL LINE: PVC SCHEDULE 4099.4 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 4015.7 L.F.PIPE SLEEVE: PVC SCHEDULE 4030.1 L.F.
DI
9DOYH1XPEHU9DOYH6L]H9DOYH)ORZ9DOYH&DOORXW###"
IRRIGATION SCHEDULE
9/30/20249/23/2024
Job No.
BMO HANFORD
Owner Approval
230 W 7TH STHANFORD, CA 93230
BMO
Scale
DELTAISSUEDATEDESCRIPTION2024 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600, SAN DIEGO, CA 92101PHONE: 619-234-9411WWW.KIMLEY-HORN.COM PVC MAINLINE.
DRIPLINE SPACING ASNOTED.AIR/VACUUM RELIEF VALVEPLUMBED TO TECLINE AT EACHHIGH POINT.
CENTER FEED EXAMPLEEND FEED EXAMPLELINE FLUSHING VALVEPLUMBED TO PVC OR POLYLINE AT LOW END, AS NOTED.TYPICAL TECHLINE TUBINGLATERALS WITH EMITTERSPACING AS NOTED. TIE DOWNSTAKE AT ALL TEES, ELLS, ANDAT 5' O.C. AT CLAY, 4' O.C. ATLOAM, OR 3' O.C. AT SAND.
DRIP VALVE / FILTER /REGULATOR.12" POLYETHYLENE OR PVCHEADER.TYPICAL OFFSET 2"FROMHARDSCAPE, 4"FROM PLANTEDAREA.TYPICAL START CONNECTIONSXSXT TEE W/ TECHLINE MALEADAPTER.TYPICAL LATERALPIPE FROM VALVEASSEMBLY, SIZE PERPLANS.
BLANK TECHLINE TUBINGCENTERED ON MOUND ORBERM.
1.DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE.2.INSTALL AIR RELIEF VALVE AT HIGHEST POINT.3.TECHLINE NORMAL SPACING WITHIN THE TOP 23 OF SLOPE,4.INSTALL TECHLINE AT NORMAL SPACING PLUS 25% AT THE BOTTOM 13 OF THE SLOPE.5.WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 13 ON A SEPARATE VALVE.SLOPED CONDITION NOTES:TYPICAL OFFSET 2"FROM HARDSCAPE, 4"FROM PLANTEDAREA.WATER SOURCE: DRIPVALVE OR LATERAL FROMVALVE.TYPICAL SUPPLY HEADER.
IN-LINE SPRING CHECKVALVE FOR LOW HEADDRAINAGE.
TYPICAL TECHLINEDRIPPER LINE TUBING.TYPICAL PVC OR POLYSUPPLY OR EXHAUSTHEADER.LINE FLUSING VALVEPLUMBED TO PVC ORPOLY.AIR/VACUUM RELIEFVALVE, INSTALL AT HIGHPOINT OF SYSTEM.
LAYOUTISLANDDOWN SLOPE - 1MEDIAN ISLAND,DOWN SLOPE - 2MEDIAN ISLAND,TRIANGULARIRREGULAR AREAS:
ODD CURVESIRREGULAR AREAS:
TOTAL LENGTH OF TECHLINE TUBING IN THISAREA CAN NOT EXCEED THE MAX. LENGTH OFRUN.TYPICAL START CONNECTION ONEXHAUST HEADER.TYPICAL START CONNECTION ON SUPPLYHEADER.SEE SUB-HEADERDETAIL.TYPICAL TECHLINE STARTCONNECTION.PARKING ISLAND TYPICAL LAYOUT DRIPPER SPACING 12"18" 24" DRIPPER FLOW 0.4 0.6 0.9 0.40.6 0.9 0.6 0.9 RATE (GPH)15 292 233 175410 322 247 40530825 397 321 238558 438 335 55342335 486 365 279656 514 394 64949745 520 407 311732 574 439 725555
TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPERGPH GPM GPH GPM GPH GPMDRIPPERSPACINGTECHLINE FLOW PER 100 FEETEXAMPLES LEGEND
INLET PRESSURE(PSI)
SLOPE 3%+
SLOPE 3%+
12" 40.00 0.67 61.00 1.0292.00 1.5318" 26.67 0.44 41.00 0.6861.00 1.0224" N/A N/A 31.00 0.5146.00 0.77
WIDTHMAY VARY
4" MIN.4" MIN.BEDDING4" MIN.N.T.S.
WIRES TO CONTROLLER
N.T.S.N.T.S.NOTE: APPLY TEFLON TAPE TO ALL THREADED PIPE CONNECTIONS.
STRIP WIRES APPROXIMATELY 5/8" FROM ENDINSERT WIRES THROUGH HOLES IN BASE OF BODYTWIST STRIPPED WIRES TOGETHER ANDAPPLY CRIMP SLEEVE WITH AN INDENTTYPE CRIMPING TOOL. PUSH WIRES BACKINTO BODY. INVERT BODY AND INSERTPLUG INTO BODY UNTIL IN SNAPS TIGHT.NOTES:1.ONE CONNECTOR HANDLES #10 AWG, #12 AWG AND #14 AWGWIRES.2.WIRE CONNECTORS WILL ACCEPT THREE WIRE OR TWO WIRECONNECTIONS.3.WIRE CONNECTOR SHALL BE 3M DBR/DBY OR KING BROS.C TO GRADE.SET BOX FLUSH
ONE ON EACH SIDE OF BOX.TWO 6X2X16 CONCRETE BLOCK CAPS, VALVE BOX LID, HEADBRAND "J BOX" ON LIDWITH 2" HIGH LETTERSSET BOX FLUSH TOGRADE AT LAWN.SET BOX 2" ABOVEGRADE AT SHRUBS.CONTRACTOR TO BRAND IRRIGATION VALVE BOXLID WITH RESPECTIVE IRRIGATION COMPONENT(I.E. RCV, MV, QC, ETC.) N.T.S. ABDEDRIP CONTROL ZONE KITWIRE BUNDLE JUNCTION BOXWIRE CONNECTIONSHUT OFF VALVETRENCHING DETAILN.T.S. 18-24" COILED WIREVALVE BOX LIDWATERPROOFCONNECTORS (2)DRIP CONTROL VALVE.MODEL PER PLANFINISH GRADEJUMBO VALVE BOXSCH 80 T.O.E. NIPPLE (2)MAINLINE PIPE & FITTINGSBRICK SUPPORTS (4)3/4" DIA. MINUS WASHEDGRAVEL EXISTING SOILIRRIGATION MAIN OR SUBMAIN (TYP.)BACKFILL WITH NATIVE SOIL, WATERJET & COMPACT TO 90% OPTIMUMDENSITY. ALLOW 48 HOURS TOSETTLE, AND BACKFILL ANDCOMPACT WITH NATIVE SOIL.PVC IRRIGATION LATERALNATIVE SOIL BACKFILL COMPACTTO 95% COMPACTIONISOLATION BALL VALVEAS SPECIFIED, SAMESIZE AS MAIN LINE.SCHEDULE 80 THREADEDNIPPLE AS REQUIREDADAPTER.PVC MAIN LINE 10"X15" RECTANGULARBOX WITH 6" EXTENSION
12" WIRE CLOTH GOPHERSCREEN, WRAP UP SIDES
10X15 STANDARD BOX.SPARE WIRES THATARE TO TERMINATEAT THIS BOX: COIL 30"LENGTH AND I.D. TAG.12" WIRE CLOTH GOPHERPROTECTION SCREEN,WRAP 6" UP SIDES.TWO 6X2X16 CONCRETEBLOCK CPAS, ONE ONEACH SIDE OF BOX.MAIN LINE AS OCCURSLOOP, BUNDLE,AND LABEL SPAREWIRES THAT ARETO CONTINUE, ASOCCURS N.T.S. GTYPICAL NETAFIM TECHLINE REQUIREMENTS
12" MIN.24" MIN.4" MIN.
N.T.S.IDRIP AIR RELIEF VALVE
FINISH GRADE10" ROUND VALVE BOXAIR/VACUUM RELIEFVALVE PER PLAN3/4"MPT x 1/2"FPTBUSHINGDRIPLINE TUBINGADAPTER TEEBRICK SUPPORTS (3)GRAVEL SUMP WITH 12 CU. FT. OF 34" DIA.WASHED GRAVEL 12" MIN. FORLATERALS18" MIN. FORMAINLINES12" MIN.PERMANENTLY NOTCH OROTHERWISE MARKHARDSCAPE WHERE SLEEVEOCCURS PIPE SLEEVEN.T.S.
FINISHED GRADEHARDSCAPE, TYPICAL
SCH.40 PVC PIPESLEEVE, ALL SLEEVINGSHALL BE TWO (2) TIMESTHE SIZE OF PIPE ITCARRIESBACKFILL WITHIN 3" OF SLEEVE SHALLBE FREE OF ROCKS AND STONESLARGER THAN 1/4" DIA. IF ROCK CANNOTBE REMOVED FROM EXCAVATED SOIL,PROVIDE CLEAN SAND BEDDING. 1234512LEGEND:ECO INDICATOR34PVC LATERAL PIPEFINISHED GRADEADJACENT MULCH5SWING JOINT ECO-INDICATOR ON SWING JOINTN.T.S.H
F
IRRIGATION DETAILSL202
9/30/20249/23/2024
Job No.
BMO HANFORD
Owner Approval
230 W 7TH STHANFORD, CA 93230
BMO
Scale
DELTAISSUEDATEDESCRIPTION2024 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600, SAN DIEGO, CA 92101PHONE: 619-234-9411WWW.KIMLEY-HORN.COM SECTION 328400PLANTING IRRIGATIONPART 1 - GENERAL1.1 DESCRIPTIONA.The work in this section consists of furnishing, layout andinstalling an irrigation system complete, including certificationof irrigation system installation as required by the State ofCalifornia Model Water Ordinance described herein.1.2 CITY REQUIREMENTSA.CONTRACTOR shall be familiar with and follow the City orMunicipality's Efficient Water Landscape OrdinanceRequirements.B.Coordination with City's Public Works Department1.A minimum of 11 weeks prior to need for serviceconnection, CONTRACTOR shall contact the City's PublicWorks Department to establish a start date to install thenew water service lateral and the irrigation water meter.2.The City will install service lateral from the water main inthe street to the location shown on the plans, including themeter box. City will supply and install the irrigation meter.3.It is the responsibility of the Contractor to furnish andinstall an approved Reduced Pressure Principle (RPP)type backflow prevention assembly on General MeteredService. This assembly must be installed above groundimmediately following the service connections. Anydeviation from the locations indicated must be approved inadvance by the City Public Works Department. Cityrequires all backflow devices to be lead free and thebackflow model is to be as specified on the plans, orapproved equal.4.The RPP assembly must be installed and tested by theCity before allowing water use through its services. 24hours prior to initiating service you must contact the CityPublic Works Department and they will perform a fieldinspection and test.1.3 QUALITY ASSURANCEA.Manufacturer's Specifications: Follow manufacturer'scurrent printed specifications and drawings in all cases wherethe manufacturers of articles used in the Contract furnishdirections covering points not specified or shown in thedrawings.B.Ordinances and Regulations: All local, municipal and statelaws, codes and regulations governing or relating to all portionsof this work are hereby incorporated into and made a part ofthese Specifications. Anything contained in theseSpecifications shall not be construed to conflict with any of theabove codes, regulations or requirements of the same.However, when these Specifications and Drawings call for ordescribe materials, workmanship or construction of a betterquality, higher standard, or larger size than is required by theabove codes and regulations, the provisions of theseSpecifications and Drawings shall take precedence. Furnishwithout extra charge additional materials and labor required tocomply with above rules and regulations.C.References, Codes and Standards:1.City Municipal Codes2.California Environmental Quality Act (CEQA)3.Water Use Classification of Landscape Species(WUCOLS).4.American Society of Irrigation Consultants (ASIC) DesignGuidelines.5.California Landscape Standards, California LandscapeContractors Association, (CLCA) Sacramento, California.6.CAL-OSHA, title 8, Subchapter 4-Construction SafetyOrders and Subchapter 7-General Industry Safety Orders.7.California Electric Code.8.California Plumbing Code (UPC) published by theAssociation of Western PlumbingOfficials.9.NFPA 24, Section 10.4, Depth of Cover.10.Underwriters Laboratories (UL): Electrical wiring,controls, motors and devices, UL listed and so labeled.11.American Society of Testing Materials (ASTM).D.Furnish without extra charge any additional material andlabor when required by the compliance with all abovementioned codes and regulations, though the work be notmentioned in these specifications or shown on the drawings.E.Experience: Assign a full-time employee to the job assupervisor for the duration of the Contract with a certifiedlandscape technician, irrigation certification through CLCA orminimum of four (4) years experience in landscape irrigationinstallation.F.Labor Force: Provide a landscape installation andmaintenance force thoroughly familiar with, and trained in, thework to be accomplished to perform the task in a competent,efficient manner acceptable to the Owner's Representative. G.Explanation of Drawings:1.Due to the scale of the Drawings, it is not possible toindicate all piping offsets, fittings,sleeves, etc., which may be required. Carefully investigatethe conditions affected all of the work and plan accordinglyand furnish all required fittings. Install system in such amanner to avoid conflicts with planting, utilities andarchitectural features.2.Do not install the irrigation system as shown on theDrawings when it is obvious in the field that obstructions,grade differences or discrepancies in arc dimensions existthatmight not have been considered in engineering. Bringsuch obstruction or differences to the attention of theOwner's Representative. In the event this notification isnot given, the CONTRACTOR shall assume fullresponsibility for any revision necessary.H.Trench Interference with Tree Root Systems:
1.Prior to trenching, layout main and lateral line locationswithin Drip Line of trees and review locations withENGINEER. Relocate any lines that may interfere withexisting rootsystems to avoid or reduce damage to root systems asaccepted by Owner's Representative. Mechanical Trenching is not allowed within dripline ofexisting trees to be protected except as approved by Owner'sRepresentativeI.Coordinate plant locations with emitter locations.1.Adjust plant locations in relation to the subsurface emittersas required to ensure that the plant roots receive theproper amount of water in order for it to thrive.2.Coordinate planting and irrigation and provide handwatering of emitter irrigated and drip irrigated areas asrequired to maintain moist root zones until end of plantestablishment period.1.4 PROTECTION OF EXISTING STRUCTURES AND UTILITIESA.The Drawings show, if applicable, existing above and belowgrade structures and utilities that are known to the OWNER.Locate known existing installations before proceeding withconstruction operations that may cause damage to suchinstallations. Existing installations shall be kept in servicewhere possible and damage to them shall be repaired with noadjustment of Contract Sum.B.If other structures or utilities are encountered, requestOwner's Representative to provide direction on how toproceed with the Work. If a structure or utility is damaged, takeappropriate action to ensure the safety of persons and property.C.CONTRACTOR to ensure that existing irrigation systemsmainline water sources are protected. Maintain water toexisting plants served by the existing irrigation system(s).Maintain electrical low voltage conductor connections from theexisting irrigation controllers to remote control valves servingexisting irrigation systems within and beyond the project limits.CONTRACTOR shall be fully responsible for all repairs toexisting irrigation system(s) if a list of deficiencies is not doneprior to the start of construction operations and submitted to theOwner's Representative. 1.5 SUBMITTALSA.Materials List:1.Submit required copies of the cut sheets and a completelist of materials proposed for installation, along with anyproposed substitutions clearly identified and obtain theOwner's Representative's written approval thereofbefore proceeding. Use only accepted materials and itemsof equipment.2.List all materials by manufacturer's name and modelnumber.B.Substitutions:1.If the CONTRACTOR desires to substitute a product, heshall list each item and note it as a "substitution" andprovide the following information:a. Descriptive information describing its similaritiesto the specified product.2.If the product is approved and, in the opinion of theOwner's Representative, the substituted product doesnot perform as well as the specified product, theCONTRACTOR shall replace it with the specified productat no additional cost to the OWNER.C.Operations and Maintenance Manuals:1.Prior to the final acceptance of the irrigation system,furnish three (3) individually bound Operation andMaintenance Manuals to the Owner's Representativefor use by the OWNER. The manuals shall containcomplete enlarged drawings, diagrams and spare partslists of all equipment installed showing manufacturer'sname and address. In addition, eachService Manual shall contain the following:a. Index sheet indicating the CONTRACTOR'sname, address and phone number.b. Copy of the Landscape Irrigation Auditc. Copy of the 12-month irrigation schedule andestimate of annual water consumptiond. Copies of equipment warranties and certificates.e. List of equipment with names, addresses andtelephone numbers of all local manufacturerrepresentatives.f.Complete operating and maintenance instructions insufficient detail to permit operating personnel tounderstand, operate and maintain all equipment.g. Parts list of all equipment such as controllers,valves, solenoids and heads.D.Record Drawings:1.Dimension the location of the following items from two (2)permanent points of reference such as building corners,sidewalks, road intersections, etc.:a.Connection to existing water lines/meter.b.Connection to electrical power.c.Gate valves.d.Routing of sprinkler pressure lines (a dimensionat least every 100 feet and as required to identify allchanges in direction and location).e.Remote control valves.f.Routing of control valves.g.Quick coupling valves.h.All sleeve locations.i.Routing of all control wiring.j. Include all invert elevations below 12".2.Deliver a reproducible record drawing to the Owner'sRepresentative within seven (7) working days before thedate of final review. Delivery of the record drawings shallnot relieve the CONTRACTOR of the responsibility offurnishing required information in the future.
E.Controller Plan:1.Provide one Irrigation Diagram plan in each controllerhousing. The plan shall show the area controlled by eachvalve in different colors and for orientation, any majorpermanent structure such as buildings and roads.2.Charts to be waterproof and hermetically sealed betweentwo pieces of transparent 10 mil thick plastic and installedin each controller on the door as accepted by the Owner'sRepresentative no later than the time of the coveragetest of the irrigation system.F.Maintenance Material - supply the following tools to theOWNER:1.Three (3) sets of specialized tools required for removing,disassembling and adjusting each type of sprinkler, valveor other equipment supplied on this project.2.Two (2) keys for each type of equipment enclosure.3.Two (2) keys for each type of automatic controller.4.Two (2) keys for each type of valve (including square typekey for valves larger than 2”)5.Two (2) quick-coupler keys and matching hose swivels foreach type of quick-coupling valve installed.6.All lock keys shall be keyed alike.F.Irrigation Inspection Checklist - supply the attachedchecklist to the OWNER upon completion:1.6 PRODUCT DELIVERY, STORAGE AND HANDLINGA.Furnish and deliver materials in manufacturer's packaging,bearing original legible labeling.B.The CONTRACTOR is cautioned to exercise care inhandling, loading, unloading, and storing PVC pipe and fittings.All PVC pipe shall be transported in a vehicle which allows thelength of the pipe to lie flat so as not to subject it to unduebending or concentrated external load at any point. Any sectionof pipe that has been dented, cracked, or otherwise damagedshall be discarded and, if installed, shall be replaced with newpiping.1.7 TRENCH INTERFERENCE WITH TREE ROOT SYSTEMSA.Prior to trenching, layout main and lateral line locationswithin Drip Line of trees and review locations with ENGINEER.Relocate any lines that may interfere with existing root systemsto avoid or reduce damage to root systems as accepted byOwner's Representative. 1.8 SEQUENCING AND SCHEDULINGA.Acceptance: Do not install main line trenching prior toacceptance by Owner's Representative of rough gradescompleted under another Section.B.Coordination: Coordinate with the work of other sections toinsure the following sequence of events:1.Sleeves and Conduits: Installation of all sleeves andconduits to be located under paving and through wallsprior to placement of those materials.2.Stream Bubbler Heads: Install after placement of tree, butprior to backfill with plantersoil mix.3.Coordinate work schedule with Owner's Representativeto avoid disruption of landscape maintenance of existinglandscaping.4.Install piping prior to soil preparation (planting soilamendment installation).1.9 WARRANTYA.In addition to manufacturer's guarantees and warranties,work shall be warranted for one (1) year from date of finalacceptance against defects in material, equipment andworkmanship. Warranty shall also cover repair of damage toany part of the premises resulting from leaks or other defects inmaterials, equipment and workmanship to the satisfaction ofthe Owner's Representative. B.Include a copy of the warranty form in the Operation andMaintenance Manual.1.10 OPERATIONA.Routine: Inspect and adjust all spray heads and controlvalves including raising or lowering of spray head heights toaccommodate plant growth and weather conditions.B.Controller: Inspect regularly for power interruption and resetclock as required. Adjust station timing to accommodatechanges in plant growth and weather conditions.C.System Failure: Perform all repairs within one (1) operatingperiod. Replacements to match removed products andmaterials in all respects. Report promptly all damage notresulting from CONTRACTOR's operations. Repair all damagecaused by CONTRACTOR at no expense to OWNER.D.Climate Change: Set and program automatic controllers inresponse to seasonal requirements and requirements of newlyplanted materials.PART 2 - PRODUCTS2.1 PIPEA.Pressure Main Line Pipe and Fittings: All PVC fittings shallbear the manufacturer's trademark name, material designation,size, applicable I.P.S. schedule and NSF seal of approval.
B.All main line pipe shall be solvent welded and shall beschedule 40 unless shown otherwise on the Drawings.1.PVC Pressure Rated Pipe: ASTM D2241 NSF approvedType I, Grade I, solvent welded PVC with an appropriatestandard dimension ratio (S.D.R.).2.PVC Scheduled Pipe: ASTM D1785 NSF approved, TypeI,3.Grade I, solvent welded PVC.4.PVC Solvent-weld Fittings: ASTM D2466 Schedule 40,1-2, II-I NSF approved.5.Solvent Cement and Primer for PVC solvent-weld pipeand fittings: Type and installation methods prescribed bythe manufacturer.6.Connections between Main Lines and RCVs: Schedule 80PVC (threaded both ends) nipples and fittings unlessrequired otherwise by local jurisdiction7.Valves 2-inch and larger shall be flanged only.8.Copper pipe shall be Type K or Red Brass where threadedjoints are required and Type L otherwise.C.All lateral line pipe shall be solvent welded and shall beschedule 40 unless shown otherwise on the Drawings.2.2 CONTROLLER ENCLOSURESA.Type: As shown on plans (or approved equal)2.3 REMOTE CONTROL VALVE: As shown on Drawings and withthe following minimumrequirements:A.Remote control valves shall be those normallymanufactured for irrigation systems and shall have a slow,consistent speed of closure through entire closing operation,including last portion. To ensure this, the effective diaphragmworking area/valve seating opening ratio must be a minimum 3to 1.B.Shall be mechanically self-cleaning to help preventdiaphragm or solenoid port plugging. To ensure this, the flushrod should be tapered to vary the size of the port opening asthe diaphragm raises and lowers, thus allowing trappedmaterial to escape. Rod is to be finished with a serratedsurface to help scrub trapped material out. Screens notacceptable.C.Shall have removable valve seat so valve can be repairedwithout removal from irrigation line.D.Shall have ability to operate manually without the use ofwrenches or special keys.E.Shall have one-piece solenoid that attaches directly to valvewithout shunts or clips that can be lost.F.Shall have cross top handle to adjust maximum travel ofdiaphragm to allow "tuning" of valve and closure.2.4 BOX FOR REMOTE CONTROL VALVEA.Valve boxes shall be rated for an h-20 traffic Loading orconform to astm d-638, tensile strength 3400 psi and impactStrength of 1.5 pounds per inch. Valve box extensions shall beof the Same type as the valve box and all covers shall belockable and be Minimum overall size of 13" x 24" andminimum depth of 24".2.5 CONTROLLER GROUNDA.Provide each pedestal controller with its own ground rod.Separate the ground rods by a minimum of eight feet. Theground rod shall be an eight foot long by 5/8" diameter U.L.approved copper clad rod or as recommended by controllermanufacturer. Install no more than 6" of the ground rod abovefinish grade. Connect #8 gauge wire with a U.L. approvedground rod clamp to rod and back to ground screw at base ofcontroller with appropriate connector. Make this wire as shortas possible, avoiding any kinks or bending. Install withinpedestal housing base unless otherwise noted.B.Provide each irrigation controller with its own independentlow voltage common ground wire.2.6 GENERAL REQUIREMENTS FOR AUTOMATICCONTROLLERS & CENTRAL:A.Satellite Controllers: Capable of operating withmanufacturer's Central Control Systemsoftware.B.Flow Sensors: Compatible with Central Control System andas recommended by Control System manufacturer.C.Flow Monitors: Compatible with Central Control System andas recommended by manufacturer.D.Hand Held Remote Control: Portable device asmanufactured by Control System manufacturer capable ofoperating all control valves.E.Master Control Valve: Master control valve shall be a 24VAC, industrial type, solenoid control valve, Griswold 2000series or equal. Valve shall be equipped with spring loadedpackless diaphragm, cast iron body and bronze trim. The valveshall be of the normally closed type and shall be equipped withfour-prong (cross) flow control. Valve shall be slow closingwithout chatter settings or adjustment. Valve shall have amechanical self-purging internal control system with tapered,serrated, scrubbing rod through diaphragm for positive,variable port opening and cleaning. No solenoid port screens.Valve solenoid shall be corrosion-proof, molded in epoxy toform one integral unit with no connection shunts and shall be24 VAC, 3 watt maximum.F.Controller Ground:1.Provide each pedestal controller with its own ground rod set remote from controller as recommended by controllermanufacturer. Separate the ground rod by a minimum ofeight feet. The ground rod shall be an eight foot long by5/8" diameter U.L. approved copper clad rod or asrecommended by controller manufacturer. Install no morethan 6" of the ground rod above finish grade. Connect #8gauge wire with a U.L. approved ground rod clamp to rodand back to ground screw at base of controller withappropriate connector. Make this wire as short aspossible, avoiding any kinks or bending. Install withinpedestal housing base unless otherwise noted.2.Provide each irrigation controller with its own independentlow voltage common ground wire.2.7 CONTROL WIRESA.Connections between automatic controllers and thesolenoid-operated electric control valves shall be made withdirect burial copper wire 14- AWG-UF 600 volt (minimum size).Pilot wires shall be a color other than white, and shall be adifferent color for each automatic controller with wires sharing acommon trench. Common wires shall be white in color, with adifferent color stripe for each controller with wiring sharing thesame common trench. No stripe is required if multiple controllerwiring is not present.B.Size of wire shall conform to the remote control valvemanufacturer's specification for control wire sizes, but in nocase shall the control wire be smaller than #14. Runs over2,000 lineal feet shall be #12- AWG-UF 600 volt copper wire.C.All wire splices are to be made within a valve box, with acopper crimp-type connector, and a "3-M" #DBY splice kit orRain Bird “DBTWC25”.D.Use continuous control wiring between controllers andremote control valves (no splices).E.Provide polyurethane tag at valve solenoid control wire thatshows the controller number and station number. Also refer tovalve box lid identification.F.Provide a spare control wire in each RCV box for future.2.8 SHRUB POP UP SPRAY HEADA.As shown on drawings (or approved equal)2.9 QUICK COUPLER VALVES:A.Quick coupler valves shall be as listed on the Drawings with10" diameter box and lid similar to isolation valve box describedbelow.2.10 ISOLATION VALVE:A.Valves 3 inches and smaller: 125 lb. WSP bronze gatevalve with screw-in bonnet, non-rising stem and solid wedgedisc, NIBCO T-580-A (or approved equal). Valves shall be linesize.2.11 BOX FOR ISOLATION VALVEA.10" diameter plastic, Ametek, Brooks, Christy, Rain Birdwith bolt down lid marked "irrigation," or accepted equal. Avoidlocating valve in paved areas. Provide H/20 Loading concretebox with bolt-down concrete lid if valve is located in pavedarea. Obtain location approval by Owner's Representative. 2.12 SWING JOINTSA.Sprinklers and Bubblers: Use Dura, Lasco, Rain Bird orequal pre-assembled swing joints with O-rings.B.Quick Coupling Valve: Dura 1-inch 1-A2-1-11-18pre-assembled swing joint with O-rings and Dura quick lock toreceive stabilizing rod.2.13 BACKFLOW PREVENTION DEVICEA.As required by Code and as shown on Drawings. Providean Anti-freeze Jacket.B.Riser assemblies from main line burial depth to backflowpreventers shall be Schedule 40 brass pipe.C.All metallic pipe and fittings installed below grade shall bepainted with two coats of Koppers #50 Bitumastic, or approvedequal. Pipes may be wrapped with an approved asphaltic tapein lieu of the liquid-applied coating.D.Backflow preventer shall receive a minimum 6 inch thickconcrete coordinated to fit backflow preventer enclosure asshown and as accepted by the Owner's Representative. 2.14 BACKFLOW PREVENTION DEVICE ENCLOSURE - Asshown on the drawings2.15 CONDUIT/SLEEVESA.Sleeving shall be Schedule 40 PVC pipe sleeves and aminimum of two times the aggregate diameter of all pipescontained within the sleeve. Provide vertical sweep for allelectrical conduit on each side of hardscape and terminateends at 12" minimum depth and 12" from hardscape surface.2.16 RCV IDENTIFICATION TAGS: Plastic or brass tags with valvenumber, approximately 2” by 2” with number imprinted, asaccepted by Owner's Representative. 2.17 MISCELLANEOUS INSTALLATION MATERIALSA.Solvent Cement and Primers for Solvent-weld Joints: Makeand type approved by manufacturer(s) of pipe and fittings.Maintain cement proper consistency throughout use.B.Pipe and Joint Compound: Permatex: Do not use onsprinkler inlet port.2.18 MISCELLANEOUS EQUIPMENT/ACCESSORIESA.Concrete for equipment pads: Poured-in-place Class A concrete per Section 90 of the Caltrans StandardSpecifications.B.Sleeves and Conduits: See Drawings.C.Key(s) for Quick-Coupling Valves:1.Type: Same manufacturer as Quick-Coupling Valve.2.26 OTHER EQUIPMENT: As shown on Drawings and required fora fully functional irrigation system.PART 3 - EXECUTION3.1 EXAMINATIONA.Sleeves and Conduits: Verify that all installed sleeving andconduits are undisturbed and are free of defects or errorsintroduced by the work of other sections.B.Water Meter/Water Pressure: Test and verify that existingwater pressure is the minimum pressure at maximum systemg.p.m. to operate the irrigation system as indicated on thedrawings.C.Stub-outs: Verify that all stub-outs to be provided underanother contract are correctly sized, located and installed asnoted on Drawings.D.Notification: Submit written notification to ENGINEER withinten (10) working days of above inspections describing allacceptable and non-acceptable site conditions. TechnicalSpecifications Invitation for Bids No. PW13-113.2 TRENCH INTERFERENCE WITH TREE ROOT SYSTEMS:A.Prior to trenching, layout main and lateral line locationswithin Drip Line of trees and review locations with ENGINEER.Relocate any lines that may interfere with existing root systemsto avoid or reduce damage to root systems as accepted byENGINEER.3.3 CONNECTIONS TO SERVICESA.Provide and coordinate connection to water meter.B.Provide and coordinate connection of irrigation controller toelectrical power source.3.4 INSTALLATIONA.Install irrigation system components in accordance with thisSection, with the Drawings, with the manufacturer'srecommendations, and with established industry standards.The CONTRACTOR shall do nothing that may jeopardize anymanufacturer warranty.B.Conduits and Sleeves:1.Coordination: Provide conduits and sleeves andcoordinate installation with other trades.2.Extent: Install conduits and sleeves where control wiresand pipes pass under paving or through walls as shownon Drawings. Extend twelve inches (12") beyond edges ofpaving and walls and cap ends until ready for use.C.Excavating and Trenching:1.Pipe Layout: Layout pipe lines within Spread of TreeBranches as described above in Section 1.7, TRENCHINTERFERENCE WITH TREE ROOT SYSTEMS.2.Dig trenches wide enough to allow a minimum of threeinches (3") between parallel pipe lines. Provide a minimumcover from finish grade as follows:D.Pipeline Assembly:1.Install pipe and fittings in accordance with manufacturer'scurrent printed Specifications.2.Clean all pipes and fittings of dirt, scale and moisturebefore assembly.3.Solvent-welded Joints for PVC Pipes:a.Solvents: Use solvents and methods specifiedby pipe manufacturer.b.Curing Period: Minimum of one (1) hour beforeapplying any external stress on the piping and atleast 24 hours before placing the joint under waterpressure.4.Threaded Joints for Plastic Pipes:a.Use Permatex on all threaded PVC fittingsexcept sprinkler heads and quick coupler valveACME threads.b.Joining: Use strap-type friction wrench only. Donot use metal-jawed wrench.Assemble finger tight plus one or two turns.5.Laying of Pipe:a.Bedding On-grade: Remove from trench allrocks or clods. Bed pipe in at least 2 inches of soilexcavated from trench. Backfill on all sides of pipingto provide a uniform bearing.b.Snaking: Snake pipe from side to side of trenchbottom to allow for expansion and contraction.Minimum allowance for snaking is one (1) additionalfoot per 100 ft. of pipe.c.Moisture Restrictions: Do not lay PVC pipe whenthere is water in the trench. Do not assemble PVCpipe unless the pipe is dry.E.Control Valves:
1.Install in valve boxes where shown on Drawings andgroup together where practical. Install box flush with finishgrade, not necessarily level. If valve occurs in drainageswale, relocate out of drainage swale as approved byOwner's Representative. 2.Where two or more valves are installed adjacent to eachother, provide at least six inches (6") separation. Alignboxes in a row, perpendicular with pavement edge.3.Permanently mark valve box lid with 2" black valvenumber and controller letter or with numbered metal taginside box as approved by Owner's Representative. 4.Refer to control wiring for required spare wire in eachvalve box.F.Sprinkler Head Installation:1.Stream Bubblers:1.1.Coordinate installation with planting CONTRACTORto insure timely and proper placement of heads atnew planting.G.Automatic Controller:1.General: Install with lock box cutoff switch per local codeand manufacturer's current printed specifications.2.Connection to Valves: Connect remote control valves tocontroller in clockwise sequence to correspond withstation setting beginning with Stations 1, 2, 3, etc.3.Labeling: Affix controller letter (i.e., "A") on inside ofcontroller cabinet door with minimum of one-inch (1") highpermanent letter.4.Irrigation Diagram: Affix a non-fading, waterproof copy ofirrigation diagram to cabinet door below controller name.Irrigation diagram to be sealed between two plastic sheets,20 mil. minimum thickness. Use a legible reduced copy ofthe Record Drawing for the irrigation diagram clearlyshowing all valves operated by the controller, station,number, valve size, and type of planting irrigated. Colorcode area operated by each valve.H.Control Wiring:1.General: Install control wires in common trenches withsprinkler mains and laterals wherever possible. Lay to thebottom side of pipe line. Provide looped slack at valves.Snake wires in trench to allow for contraction of wires. Tiewires in bundles at 10 ft. intervals.2.Extra Length: Provide 30 inches (30") extra control wire ateach remote control valve splice to facilitate the removalof the remote control bonnet to finish grade without cuttingwires.3.Spare: Install one unconnected spare control wire runningfrom the controller through each intermediate control valvebox.4.Size: Minimum size of wire is to be determined strictly bythe manufacturer's current printed specifications forremote control valves, but not smaller than #14.5.Detection Wire: Install a bare #12 copper wire or greateron top of the PVC supply line for the purpose of possiblefuture mine detection search. Install the control wires onthe bottom of the PVC supply line with electrical tapeevery ten feet (10').6.Splicing: Crimp control wire splices at remote controlvalves. Seal with specified splicing materials. In-linesplices will be allowed only on runs exceeding 2500 feetand only in junction boxes.I.Closing of Pipe and Flushing of Lines:1.Capping: Cap or plug all openings as soon as lines havebeen installed to prevent entrance of materials that wouldobstruct the pipe. Leave in place until removal isnecessary for completion of installation.J.Detection Wire and Warning Tape:1.Install a bare # 12 copper wire or greater on top of thePVC supply line for the purpose of possible future minedetection search.2.Install a continuous PVC irrigation mainline warning tape12” above the supply line.K.RCV IDENTIFICATION TAGS: Install in remote controlvalve box as recommended bymanufacturer and as accepted by Owner's Representative. 3.5 MISCELLANEOUS EQUIPMENTA.Install miscellaneous equipment with concrete footings,brackets, etc., as required and asrecommended by manufacturer.3.6 FIELD QUALITY CONTROLA.Testing of Irrigation System:1.Make hydrostatic tests with risers capped when weldedPVC joints have cured at least 24 hours. Center loadpiping with backfill to prevent pipe from moving underpressure.Keep all couplings and fittings exposed.2.Install two (2) pressure gauges at opposite ends of mainline system. Pump system up to a minimum of 125 psi theday preceding the scheduled test and verify that pressureisholding. Inspect system early following day andimmediately notify Owner's Representative if the testconfirmation must be postponed.3.Apply continuous static water pressure of 125 psi in accordance with Caltrans Standard Specifications Section20-3.03N, except after a drop in pressure (5 psimaximum), then the pressure must stabilize and remainstable for a one (1) hour minimum period beforeacceptance of the test.4.Leaks detected during tests shall be repaired and testrepeated until system passes tests at no additional cost toOWNER.B.Adjustment of the System:1.Flush and adjust all sprinkler heads for optimumperformance and to prevent oversprayonto walks, roadways and buildings. Adjust the arc andradius as applicable.2.Include as a part of the work any nozzle changes or arcadjustments necessary due todaytime windy conditions during grass establishmentperiod. After grass has beenestablished and watering can be performed during calmearly morning or evening hours,make any required adjustments to nozzles and arcs.3.Set all sprinkler heads perpendicular to finished gradesunless otherwise noted on thedrawings.4.When the landscape sprinkler system is completed andbefore planting, perform acoverage test in the presence of the Owner'sRepresentative to determine if the water coverage forplanting areas is adequate.5.Test controllers individually in the presence of theOwner's Representative. Demonstrate that all controlvalves operate electronically. Provide vehicles and radioequipment as necessary to expedite this process.6.Demonstrate to Owner's Representative that irrigationscheduling programmed into controller isadequate for plant requirements without causing runoff,and that scheduling capacities of controller are utilized.3.7 IRRIGATION SCHEDULING AND CONTROLLERPROGRAMMINGA.All irrigation schedules and programs shall be developed,managed and evaluated to utilize theminimum amount of water required to maintain plant health.3.8 BACKFILL AND COMPACTINGA.General: After system is operating and required tests andreviews have been made, backfillexcavations and trenches with clean soil, free of debris.B.Backfill for All Trenches: Regardless of the type of pipecovered, compact to minimum 95%density under pavements and 85% under planted areas.C.Finishing: Dress off areas to finish grades. Re-dress anyareas which subsequently settle.D.OWNER's testing agency will test backfill compaction inareas under paving.3.9 MAINTENANCEA.The entire sprinkler irrigation system shall be under fullautomatic operation for a period of 2days prior to any planting.B.The Owner's Representative reserves the right to waiveor shorten the operation period.C.Maintain/repair system for full duration of plant maintenanceperiod.3.10 REVIEWS PRIOR TO ACCEPTANCEA.Notify the Owner's Representative in advance for thefollowing reviews, according to the time indicated:1.Supply line pressure test and control wire installation - 72hours.2.Coverage and controller test - 72 hours.3.Final review - 7 days.B.No reviews will commence without record drawings, withoutcompleting previously notedcorrections, or without preparing the system for review.3.11 FINAL REVIEW AND CLEANUPA.Operate each system in its entirety for the Owner'sRepresentative at time of final review. Any itemsdeemed not acceptable by the Owner's Representativeshall be reworked to the complete satisfaction of the Owner's Representative. B.Provide evidence to the Owner's Representative that theOWNER has received all accessories and equipment asrequired before final review can occur.C.Final acceptance and start of warranty period will occur noearlier than the end of the plant maintenance period.D.For time of final review, CONTRACTOR shall arrange ameeting with the OWNER's maintenance personnel todemonstrate the operation of the irrigation systemsautomatically in order to verify acceptance and to familiarizethe maintenance personnel with the system and recommendedprogramming.END OF SECTION 32 84 00 IRRIGATION SPECIFICATIONSL300