Contract_4689_-_RCCC_New_Potable_Water_Tank_-_Drawings.pdf
PDF 13 MB Posted
- Solicitation number
- 4689
- Issued by
- Sacramento County, San Francisco City, California
About this file
This is a construction drawings document prepared by BKF Engineers for the County of Sacramento Department of General Services, detailing the design of a new 350,000-gallon potable water prestressed concrete tank at Rio Cosumnes Correctional Center (RCCC) located at 12500 Bruceville Road, Elk Grove, California. The project, identified as Contract CC-080041-00, encompasses site preparation including demolition of existing elements, grading and surface improvements, installation of a gravel access road, utility connections (water lines and electrical conduits), and associated infrastructure to connect the new tank to the existing water treatment facility. The comprehensive drawing set includes civil plans showing existing conditions, demolition requirements, grading, surface improvements, utilities, and erosion control measures; structural details for the prestressed concrete tank including foundation, walls, roof, ladders, hatches, appurtenances, and piping systems; and electrical plans covering lighting, power distribution, conduit routing, and disconnects. Construction is subject to Sacramento County standards and applicable California Building Code provisions, with all work occurring within a secure correctional facility requiring background security clearance for personnel.
The project documents specify that design and construction services must be performed by a qualified tank contractor meeting minimum requirements outlined in Technical Specification 10 30 05 for strand-wound, prestressed concrete tanks, with sealed engineering drawings and calculations suitable for building permits. Construction work will occur during standard 8-hour shifts between specified hours as directed by the Construction Manager (Greg Sommers) and Consulting Civil Engineer (BKF Engineers). The project incorporates comprehensive best management practices for erosion and sediment control, structural design criteria based on the 2022 California Building Code and ASCE 7-22 standards, and compliance with Title 24 electrical standards. All personnel entering the secure facility must complete background security checks per facility requirements, and the contractor is responsible for maintaining all site drainage systems, preventing erosion, and ensuring compliance with county standards throughout the project duration.
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PB
PB
PB
PB
PB
PB PB
S
S
S
S
S
S
D
PB
D
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
TITLE SHEET
C0.0
CONTRACT: CC-080041-00
RIO COSUMNES CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD, ELK GROVE, SACRAMENTO COUNTY, CA 95757
PROJECT TEAM CONTACTS
PROJECT LOCATION MAP
SCALE : NONE
APPLICABLE CODES
WASTE MANAGEMENT SUBMITTAL
FOR PROJECT OVER $200,000 ONLY
PROJECT VICINITY MAP
SCALE : NONE
WORKING HOURS - RESTRICTIONS
CONSTRUCTION NOTES
APPROVALSSCOPE OF WORK
PROJECT DATA AND CODE ANALYSIS
SITE MAP
SCALE : NONE
SITE PLAN
SHEET INDEX:
CIVIL
GEOTECHNICAL REPORT
SURVEY
DEFERRED SUBMITTALS
ENVIRONMENTAL IMPACT MITIGATION
SACRAMENTO COUNTY
PUBLIC WORKS AND INFRASTRUCTURE AGENCY
WDID: PC#1 COMMENTS, 7/11/25 & 11/4/25
& STRUCTURAL SHEET BY COUNTY ASD/WY
DURING 8-HOUR SHIFTS BETWEEN THE HOURS OF
CONSTRUCTION MANAGEMENT & INSPECTION DIVISION
CONSTRUCTION MANAGER:
EMAIL:
CELL:
GREG SOMMERS
SOMMERSG@SACCOUNTY.GOV
916-616-4765
CONSULTING CIVIL ENGINEER: BKF ENGINEERS
PHONE: 916-556-5800
SS1.0 STRUCTURAL FENCE DETAILSSS1.0 STRUCTURAL FENCE DETAILSSS1.0 STRUCTURAL FENCE DETAILS
(CIVIL/GRADING
IMPROVEMENTS FOR
REFERENCE ONLY, REVIEWED
BY SEPARATE SACRAMENTO
COUNTY SIPS PERMIT)
SACRAMENTO COUNTY
PUBLIC WORKS AND INFRASTRUCTURE AGENCY
WDID:
Digitally signed by Melissa Vink DN: C=US, E=MelissaVink@CosumnesCSD.gov, O=Cosumnes Fire Department, CN=Melissa Vink Date: 2026.07.07 07:50:28-07'00'
7/7/2026
NOT IN ZONE 11
7/10/2026
7/10/2026
7/10/2026
7/10/2026FOR
SHEET INDEX:SHEET INDEX:
SURVEY
SURVEY
. WORK WILL OCCUR IN A CONFIDENTIAL SECURE AREA, AND
BACKGROUND SECURITY CHECKS FOR ALL PERSONNEL WILL BE REQUIRED.
Docusign Envelope ID: 2E3BCFDE-74F9-8A4B-8245-71CC9B227296
8/26/2026
8/26/2026
Docusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
8/26/2026
8/26/2026
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
GENERAL NOTES & LEGEND
COUNTY OF SACRAMENTO GENERAL NOTES:
C0.1
COUNTY OF SACRAMENTO ASPHALT CONCRETE NOTES:
June 2, 2026
[N/A, WORK IS NOT ADJACENT TO ANY PUBLIC STREETS]
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
PB
PB PB
PB
PB
PB
PB
PB
PB PB
S
S
S
S
S
S
D
D
PB
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOTAC SHOTAC SHOT
AC SHOT
AC SHOTAC SHOT
AC SHOT
AC SHOT AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOTAC SHOTAC SHOT
AC SHOTAC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT
AC SHOT AC SHOT
21107 21.01
AIR RELEASE VALVE
22.66
BUILDING CORNER
22.68
BUILDING CORNER
22.66
BUILDING CORNER
21.56
BUILDING CORNER
25.01
BUILDING CORNER6342
24.97
BUILDING CORNER
25.03
BUILDING CORNER
25.08
BUILDING CORNER
25.07
BUILDING CORNER
21.37
BUILDING CORNER
21.05
BUILDING CORNER
21.25
BUILDING CORNER
21.05
BUILDING CORNER
21.03
BUILDING CORNER
20.93
BUILDING CORNER
20.96
BUILDING CORNER
23.51
BUILDING LINE
25.01
BUILDING LINE
25.05
BUILDING LINE
24.37
CENTERLINE
24.38
CENTERLINE
24.44
CENTERLINE
20.37
DITCH FL
20917 20.01
DITCH FL20918
19.94
DITCH FL
DITCH FL
20984 19.80
DITCH FL
20990 20.08
DITCH FL
20999 19.99
DITCH FL
21010 20.63
DITCH FL
21018 20.98
DITCH FL
20887 20.97
DRAIN INLET
20.84
DRAIN INLET SLOTTED DRAIN
20.84
DRAIN INLET SLOTTED DRAIN
21.68
DRAIN INLET GENERATOR
21.51
DRAIN INLET GENERATOR
20919 19.76
DRAIN INLET MH
EDGE OF GRAVEL
21.5
EDGE OF GRAVEL
21.8
EDGE OF GRAVEL
21.4
EDGE OF GRAVEL
21.5
EDGE OF GRAVEL
21.7
EDGE OF GRAVEL
21.5EDGE OF GRAVEL
21.7
EDGE OF GRAVEL
21.7
EP
EP
EP
EP
EP
EP
EPEPEPEPEPEP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EPEP EP EP EP
EP
EP EP EP EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP EP EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EPEP EP
EP EP
EP
EP EP EP EP
20896 21.39
FIRE HYDRANT
20.73
FL6545
20.57
FL
20.04 19.87 20.6319.9419.6119.79
20.6620.91
21.20
20.83
20.46 20.64
20.91
20.97
21.41
20.88
20.78
20.69 20.60
21.04
21.29
20.73
20.28
20.05
20.17
20.25
20.28
20.65
21.15
21.57
21.16
21.33
21.25
21.59
21.60
21.51
21.94
22.55
23.21
23.5223.54
23.60 23.62
22.44
21.82
21.70
21.56
21.63
21.60
21.65
21.33
21.55
21.7620.8221.12
21.1121.19 21.64
21.5420.7320.61
20.70 21.10 21.90
20.86 21.77
20.94
21.21
22.63
21.4821.4821.1020.9321.2721.2021.57 21.62
22.79
23.1622.24
21.26
20.66
20.90
21.00
20.97
21.49
21.17 21.52
21.45
21.43
21.17
21.02
21.0121.12
21.18
21.31
20.11
20.00
20.03 19.96
19.97
20.12 20.34
19.94
20.08 19.93
19.83
19.85 19.94
20.09
20.23 20.38
20.39
20.20 20.50
20.45
20.35 20.46
20.66
20.79
20.61
20.55
20.54 19.52
19.93
19.95
21.03
21.0421.50
21.90
21.30
21.6921.7521.97
21.89
21.79
20.96
20.98
21.09
21.19
20.89
21.19
21.29
21.41
20.82
21.19 20.7220.70
20.93
21.29
21.00
21.0521.33
21.15
21.06
20.81
20.53
21.44 21.26
21.27
21.21
21.05
21.32
21.32
21.80
21.17
21.28
20.96
20.73
20.4520.35
20.33
20.39
20.64
20.77
20.85
20.67
20.65
20.56
20.19
19.98
20.09
19.9919.93
20.09
20.01
20.15
20.75
20.55
19.90
19.87
19.95 19.97
20.02
20.26
20.32
21.09
MISC MANHOLE
21.86
SDMH 2.2' DIAMCNTR 2.2' DIAM.
18.70
TOE1828
19.0318291830 18.86
19.04
TOE
18.80
TOE
20824 18.73
TOE
20825 18.30
TOE
20826 18.52
TOE
20827 18.69
TOE
21131 18.49
TOE
21132 18.53
TOE
21133 18.76
TOE
21134 19.20
TOE
21135 19.38
TOE
21136 18.31
TOE
21139 18.68
TOE
21140 18.93
TOE
21141 18.67
TOE
21142 18.31
TOE
21143 19.50
TOE
21144 19.54
TOE
21145 18.65
TOE
21146 18.42
TOE
TOP
TOP
TOP
TOP
TOP
TOP TOP
TOP
TOP
TOP
TOP
TOPTOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOPTOP
TOP
TOP
TOP
TOP
TOP
31005 20.68
DRAIN INLET SLOTED
D
SLOTED DI #31005
GRATE EL: 20.68
INV 24" PVC IN (N) 14.18
INV 24" PVC OUT (S) 14.18
SLOTED DI #20919
GRATE EL: 19.76
INV 24" PVC IN (N) 11.76
INV 24" PVC OUT (S) 11.76
SANITARY MH #21077
RIM EL: 22.14
INV 12" PVC IN (N) 6.44
INV 12" PVC OUT (SE) 6.44
SANITARY MH #5809
RIM EL: 21.51
INV 12" PVC IN (N) 9.41
INV 6" PVC IN (NE) 9.81
INV 12" PVC OUT (S) 9.31
SANITARY MH #21003
RIM EL: 21.33
INV 8" PVC IN (SE) 16.33
INV 8" PVC OUT (SW) 16.23
SANITARY MH #20972
INV 8" PVC IN (NE) 15.68
INV 8" PVC OUT (SW) 15.58
1" = 20'scale
20 0 20 feet
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
EXISTING CONDITIONS
C1.0
June 2, 2026
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
PB
PB PB
PB
PB
PB
PB
PB
PB PB
S
S
S
S
S
S
D
D
PB
D
1" = 20'scale
20 0 20 feet
DEMOLITION NOTES
DEMOLITION ITEMS
PROTECTION ITEMS
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
DEMOLITION PLAN
C2.0
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
PB
PB PB
PB
PB
PB
PB
PB
PB PB
S
S
S
S
S
S
D
D
PB
D
1" = 20'scale
20 0 20 feet
SURFACE IMPROVEMENTS (SI) NOTES
GRADING NOTES
GRADING LEGENDSURFACE IMPROVEMENTS LEGEND
SECTION A
NTS
SECTION C
NTS
SECTION B
NTS
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
SURFACE IMPROVEMENTS &
GRADING PLAN
C3.0
BUILDING PAD CERTIFICATION
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
PB
PB PB
PB
PB
PB
PB
PB
PB PB
S
S
S
S
S
S
D
D
PB
D
1" = 20'scale
20 0 20 feet
SYSTEM: MATERIAL
PIPING
UTILITY SCHEDULE
STRUCTURES
SYSTEM: DETAIL / SHEET
WATER
UTILITY NOTES
UTILITY LEGEND
SECTION A
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
UTILITY PLAN
C4.0
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
TRENCH BEDDING AND BACKFILL MATERIAL AND PLACEMENT WITHIN
THE AREAS OF SELECT FILL OR LIME TREAT SHALL BE APPROVED
BY THE GEOTECHNICAL ENGINEER.
TRENCH AND BACKFILL1
NOTE:
1. CORNER, END & BRACE POSTS
SHALL BE 3"Ø SCHED 40
GALVANIZED STEEL POSTS
TOP OF GRADE
TOP OF GRADE
SEE OTHERWISE3
TYPICAL LINEPOST3
20'-0" DOUBLE GATE2
DRAFT HYDRANT4 BOLLARD5
SIGN, POST & FOOTING
FOR REFERENCE ONLY
FOR REFERENCE ONLY
FENCE AND GATE DETAILS 2 AND 3 ON THIS SHEET
ARE SHOWN FOR REFERENCE ONLY.
SEE SEPARATE SHEET SS1.0 WITH BUILDING PERMIT
#CCBP2025-00036
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
CONSTRUCTION DETAILS
C6.0
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
PB
PB
PB PB
PB
PB
PB
PB
PB
PB
PB PB
CO
S
S
S
S
S
S
S
D
D
PB
20.45 20.68 20.04
20.5020.6120.77
21.50 21.32 21.2320.94
20.14
21.08
19.87 20.6319.9419.6119.79
19.3020.6620.91
19.52
19.60 19.53
19.56
19.65
20.3020.72
20.00
20.79 20.25
19.55
20.1020.01
19.6919.79
20.3820.60
21.20
20.83
20.46 20.64
20.91
20.97
21.41
20.88
20.78
20.69 20.60
21.04
21.29
20.73
20.28 20.05
20.17
20.25
20.28
20.65
21.15 21.19 20.75
20.45
20.46
20.14
19.90
19.91 19.96
23.72 23.33
22.66
22.29
22.21
22.11
21.66
21.71
21.35
21.53
20.70
21.2821.57 21.16
21.33
21.25
21.59
21.60
21.51
21.94
22.55
23.21
23.5223.54 23.6023.62
22.44
21.82
21.70
21.56
21.63
21.60
21.65
21.33 21.55
21.7620.8221.12
21.1121.1921.64
21.5420.7320.61
20.7021.1021.90
20.86 21.77
20.94 21.21
22.63
21.4821.4821.1020.9321.2721.2021.5721.62
22.17 22.79
23.1622.24
21.26 20.66
20.90
21.00
20.97
21.49
21.17 21.52
21.45
21.43
21.17
21.02 21.0121.12
21.18
21.31
19.93
19.76 19.9319.75
19.56
19.70
20.11
20.00
20.03 19.96
19.97
20.12 20.34
19.94
20.08 19.93
19.83
19.85 19.94
20.09
20.23 20.38
20.39
20.20 20.50
20.45
20.35 20.46
20.66
20.79
20.61
20.55
20.54 19.52
19.93
19.95
21.03
21.0421.50
21.90 21.30
21.6921.7521.97
21.89
21.79
20.96
20.98 21.09
21.19
20.89
21.19
21.29
21.41
20.82
21.1920.7220.70
20.93
21.29
21.00
21.0521.33
21.15
21.06
20.81
20.53
21.44 21.26
21.27
21.21
21.05
21.32
21.32
21.80
21.17
21.28
20.96
20.73
20.4519.93
20.09
20.01
20.
20.55
19.90
19.87
19.9519.97
20.02
20.26
20.32
20.21
20.08
19.8819.74
20.20
20.10
21.87
STANDPIPE
D scale 1" = 40'
0 40 feet
LEGEND
COUNTY EROSION CONTROL NOTES:
GENERAL EROSION CONTROL NOTES
ESTIMATE OF SOIL QUANTITIES
PROJECT BEST MANAGEMENT
PRACTICES (BMP) BMP MAINTENANCE SCHEDULE BMP INSTALLATION SCHEDULE
WET/DRY
SEASON BMP INSPECTION
FREQUENCY MAINTENANCE* CLEARING GRADING UTILITIES PAVING POST-
CONSTRUCTION
STABILIZED
CONSTRUCTION
ENTRANCE
FIBER ROLL
CONCRETE
WASHOUTS
INLET
SEDIMENT
CONTROL
DAILY
PRIOR TO
AND AFTER
RAIN EVENT,
AND DURING
EXTENDED
RAIN EVENTS
DAILY
WEEKLY+
PRIOR TO
AND AFTER
RAIN EVENTS
REPLACE GRAVEL AS NECESSARY, REMOVE
EXCESSIVE SOIL ACCUMULATION, SWEEP
ADJACENT STREETS DAILY.
FIBER ROLL
MINIMUM OF 4' OF FREEBOARD. HARDENED
CONCRETE SHALL BE REMOVED AND
DISPOSED OF PROPERLY. WASHOUT SHALL
BE CLEANED WHEN THE WASTE VOLUME
REACHES 75% OF CAPACITY.
MATERIAL SPILLING FROM SEDIMENT
CONTROL DEVICES SHALL BE CLEANED UP
AND REPAIRED OR REPLACED IMMEDIATELY.
DISPOSE OF SEDIMENT PROPERLY.
BOTH
BOTH
BOTH
BOTH
X X X X -
X X X - -
- - - X -
X X X X -
* THE INSPECTION FREQUENCY AND MAINTENANCE MEASURES ARE THE MINIMUM REQUIREMENTS LISTED IN SECTION 11 OF THE SACRAMENTO COUNTY IMPROVEMENT STANDARDS. ADDITIONAL INSPECTIONS AND MAINTENANCE MAY BE NECESSARY TO PREVENT EROSION OR SEDIMENT TRANSPORT.
COUNTY OF SACRAMENTO PROJECT BEST MANAGEMENT PRACTICES (BMP) MAINTENANCE OF DRAINAGE SYSTEM:
AS PROPERTY OWNER, THE COUNTY SHALL BE RESPONSIBLE TO MAINTAIN ONSITE DRAINAGE PIPELINES IN GOOD WORKING ORDER AND REPAIR COMMENSURATE WITH THE COUNTY’S STANDARDS SO THAT WATER FLOWS FREELY THROUGH THE SYSTEM AS AND WHEN WEATHER EVENTS OR OTHER SOURCES OF SURFACE WATER RUNOFF OCCUR.
COUNTY SHALL AT ALL TIMES TAKE ALL NECESSARY ACTION TO KEEP THE DRAINAGE PIPELINE FREE FROM DEBRIS, TRASH, FOLIAGE, AND ANY OTHER OBSTRUCTION WHICH AY DISRUPT, ALTER, IMPEDE, OR CHANGE THE FLOW OF WATER. SHOULD RELOCATION OF A DRAINAGE PIPELINE BE NECESSARY DUE TO PIPE FAILURE OR BLOCKAGE, COUNTY SHALL ARRANGE FOR RELOCATION PURSUANT TO COUNTY STANDARD SPECIFICATIONS. THIS STATEMENT DOES NOT RELEASE THE CONTRACTOR FROM RESPONSIBILITY TO MAINTAIN EROSION CONTROL AS REQUIRED BY CONTRACT DOCUMENTS INCLUDING REPAIR OF ANY FAILURES OR DAMAGE TO EXISTING PIPELINES CAUSED BY
CONTRACTOR’S OPERATIONS.
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
EROSION AND SEDIMENT
CONTROL PLAN
C5.0
Docusign Envelope ID: 800E5421-A48F-870F-83F8-E19BEEE9FF33Docusign Envelope ID: 2F492E77-644C-8BA5-833C-5DC13A84884EDocusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
NOTE:
1. CORNER, END & BRACE POSTS
SHALL BE 3"Ø SCHED 40
GALVANIZED STEEL POSTS
TOP OF GRADE
TOP OF GRADE
SEE OTHERWISE3
TYPICAL LINEPOST3
20'-0" DOUBLE GATE2
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
CONSTRUCTION DETAILS
C6.0SS1.0
6'-0"
3"
18"
4'-6"
MESH
SITE STRUCTURAL
DETAILS
WY
DESIGN CRITERIA:
BASED ON 2022 CALIFORNIA BUILDING CODE (CBC) AND ASCE 7-22.
LIVE LOAD: 200# OR 50 PLF
WIND DESIGN CRITERIA:
BASIC DESIGN WIND SPEED (3 SECOND GUST) 95 MPH
RISK CATEGORY II
EXPOSURE CATEGORY C
ANALYSIS METHOD DIRECT PROCEDURE (CH 29)
SEISMIC DESIGN PARAMETERS
SEISMIC IMPORTANCE FACTOR 1.0
RISK CATEGORY II
SOIL SITE CLASIFICATION D - DEFAULT
SEISMIC DESIGN CATEGORY D
MAPPED SPECTRAL RESPONSE
SHORT PERIOD SS = 0.73g 1-SECOND PERIOD S1 = 0.25g
DESIGN SPECTRAL RESPONSE
SHORT PERIOD SDS = 0.7g 1-SECOND PERIOD SD1 = 0.45g
FENCE FOUNDATIONS:
1. FOUNDATION CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 2022
CBC & ALL LOCAL ORDINANCES.
2. THE INSPECTION AGENCY SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO
PLACEMENT OF REINFORCING STEEL AND CONCRETE.
3. FOUNDATION DEPTHS INDICATED ON PLANS ARE BELOW
UNDISTURBED/COMPACTED, NON-EXPANSIVE SOIL. UNEXPECTED SOIL CONDITIONS
SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY.
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING, BUT NOT LIMITED TO, LAGGING, SHORING, AND
PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN
ACCORDANCE WITH LOCAL BUILDING DEPARTMENT.
5. FOUNDATION TYPE: POLE FOOTINGS
6. POLE FOOTING DESIGN VALUES:
LATERAL RESISTANCE:
LATERAL BEARING CAPACITY 150 PSF/FT BELOW NATURAL GRADE
COEFFICIENT OF FRICTION N/A
MINIMUM FOOTING DEPTH:
DEPTH = PER DETAIL
WIDTH = 18"
CONCRETE STRENGTH:
USE f'c @ 28 DAYS MAX AGG. SIZE DENSITY MAX W/C RATIO
POLE FOOTING 3000 PSI 1 1/2" 145 LB/FT3 0.5
11/4/25
/WY
/WY
FENCE STRUCTURAL STEEL:
1. FABRICATION, ERECTION, AND MATERIALS SHALL CONFORM TO THE
SPECIFICATIONS AND STANDARDS OF THE AISC, AS CONTAINED IN THE "AISC
360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE "AISC
MANUAL OF STEEL CONSTRUCTION", 15TH EDITION AND CBC LATEST EDITION.
2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIOSN, U,N,0.
SHAPES
STEEL CIRCULAR PIPES (P) ASTM A53, TYPE E OR S, GR. B
PLATES & BARS
PLATES ASTM A36
NUTS, BOLTS, RODS, & WASHERS
MACHINE BOLTS ASTM A307
NUTS FOR BOLTS ASTM A563
PLAIN WASHERS ASTM B18.22.1
3. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE.
TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE
UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.
4. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 &
A153.
Docusign Envelope ID: CD74AB84-4671-8418-818D-87C637D27578
TANK SECTION
FLOOR PLAN ROOF PLAN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
TANK PLANS AND SECTIONS
S-001
SHOWN FOR REFERENCE ONLY.
PLEASE REFER TO BUILDING
PERMIT #CCBP2025-00036
F. DEFERRED DESIGN PACKAGE FOR TANK:
IN ADDITION TO CONCRETE TANK FOUNDATION, WALLS, AND ROOF, THE DEFERRED SUBMITTAL PACKAGE INCLUDING DESIGN, DETAILING, AND STRUCTURAL CALCULATIONS SHALL ALSO INCLUDE ALL APPURTENANCES ATTACHED TO THE TANK, INCLUDING BUT NOT LIMITED TO LADDER, GUARDRAIL, FALL PROTECTION ANCHOR, ROOF VENT, EQUIPMENT HATCH, PIPE INLETS/OUTLETS AND BRACKETS, AND ANY OTHER EQUIPMENT
ANCHORS ATTACHED TO THE TANK.
HORIZONTAL SECTION OF VERTICAL WALL JOINT
FOOTING, WALL AND ROOF SECTION FOOTING, WALL AND ROOF ELEVATION
WALL BASE
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
FOOTING, WALL AND ROOF
S-002
SHOWN FOR REFERENCE ONLY.
PLEASE REFER TO BUILDING
PERMIT #CCBP2025-00036
PIPE BRACKET
TYPICAL FLOOR PIPE ENTRANCE PIPE SECTION
TYPICAL FLOOR PIPE TYPICAL WALL PIPE ENTRANCE
ROOF SLEEVE
2 REQ'D
OVERFLOW PIPE
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
TANK PIPING
S-003
SHOWN FOR REFERENCE ONLY.
PLEASE REFER TO BUILDING
INTERIOR LADDER
1 REQ'D
4'-0"x8'-0" EQUIPMENT HATCH
1 REQ'D
SECTION
EXTERIOR LADDER
1 REQ'D
4'-0" SQ. ACCESS HATCH
1 REQ'D
SAFETY D-RING
1 REQ'D @ EACH HATCH
SECTIONSECTION
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
TANK LADDERS AND HATCHES
S-004
SHOWN FOR REFERENCE ONLY.
PLEASE REFER TO BUILDING
GUARDRAIL ELEVATION
1 REQ'D
ROOF VENT
# AS REQ'D
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
NG
NG
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
MISCELLANEOUS
APPURTENANCES
S-005
SHOWN FOR REFERENCE ONLY.
PLEASE REFER TO BUILDING
No. OF
SHEETS
DRAWING
No. DRAWING DESCRIPTIONS
ELECTRICAL SHEET INDEX
1 E0.1 ELECTRICAL SHEET INDEX, SYMBOL LIST, ABBREVIATIONS,
AND DEMOLITION GENERAL NOTES
2 E1.1
3 E3.1
PARTIAL SITE PLAN - ELECTRICAL
PARTIAL ONE LINE POWER DIAGRAM AND PANEL SCHEDULES
USE EXTREME CAUTION WHEN DIGGING TO AVOID BURIED UTILITY CABLES,
CONDUITS, AND PIPING. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.):
811 or 1-800-642-2444
TWO WORKING DAYS BEFORE DIGGING TO VERIFY UNDERGROUND UTILITIES.
** UNDERGROUND DIGGING CAUTION **
AREA CONTAINS EXISTING POWER AND SINGLE CONDUITS/CONDUCTORS AND THE
LOCATIONS ARE UNKNOWN. THE CONTRACTOR SHALL USE GROUND
PENETRATING RADAR (GPR) TO IDENTIFY UNDERGROUND INFRASTRUCTURE
(CONDUITS AND PIPES) AND HAND DIG AROUND EXISTING UNDERGROUND
INFRASTRUCTURE (CONDUITS AND PIPES).
GROUND PENETRATION RADAR (GPR)
CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
(PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)).
CALIFORNIA BUILDING CODE (CBC) - PART 2, TITLE 24, CCR, BASED ON THE 2021 INTERNATIONAL
BUILDING CODE (IBC).
CALIFORNIA ELECTRICAL CODE (CEC) - PART 3, TITLE 24, CCR, BASED ON THE 2020 NATIONAL
ELECTRICAL CODE (NEC).
CALIFORNIA MECHANICAL CODE (CMC) - PART 4, TITLE 24, CCR, BASED ON THE 2021 UNIFORM
MECHANICAL CODE (UMC).
CALIFORNIA PLUMBING CODE (CPC) - PART 5, TITLE 24, CCR, BASED ON THE 2021 UNIFORM
PLUMBING C0DE (UPC).
CALIFORNIA FIRE CODE (CFC) - PART 9, TITLE 24, CCR, BASED ON THE 2021 INTERNATIONAL FIRE
CODE (IFC).
CALIFORNIA GREEN BUILDING STANDARDS CODE - PART 11, TITLE 24
N.F.P.A. 101 LIFE SAFETY CODE
N.F.P.A. 72 FIRE ALARM CODE
EDITION TITLE 19, CALIFORNIA CODE OF REGULATIONS, PUBLIC SAFETY, STATE FIRE MARSHAL
REGULATIONS.
TITLE 8, CALIFORNIA CODE OF REGULATIONS, INDUSTRIAL STANDARDS.
TITLE 22, CALIFORNIA CODE OF REGULATIONS, SOCIAL SECURITY DIVISIONS 5, 7.
OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).
FACTORY MUTUAL SYSTEM (FM) REQUIREMENTS.
ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS
APPLICABLE CODES AND REGULATIONS
LUMINAIRE SCHEDULE
LITHONIA - ESFX LED
DESCRIPTION
MANUFACTURER
CATALOG NO.
TYPE
VOLTAGE
MOUNTING
F1 ESFX2 7500L 5000K PE
120-277V KNUCKLE
120-277V
AREA FLOODLIGHT LED
REMARK
NOTE No.
LED, 56W, 7623L,
5000K°
KNUCKLE
MOUNT
LIGHT SOURCE
(LED, WATTS, LUMENS,
COLOR TEMPERATURE,
CRI, R9 IF AVAILABLE)
LUMINAIRE SCHEDULE REMARK NOTES:
ENSURE INTEGRAL PHOTOCELL IS SWITCHED ON FOR ALL LUMINAIRES.
GENERAL NOTE:
REFER TO PLAN FOR LOCATION, QUANTITIES, AND SWITCH FUNCTION.
E1.1
E0.1 SCALE: NO SCALE
OVERALL SITE PLAN - ELECTRICAL1
B R
U C
E V
IL
LE
R O
A D
B R
U C
E V
IL
LE
R O
A D
B R
U C
E V
IL
LE
R O
A D
CAMP ROAD
A AMPERES
AC ALTERNATING CURRENT
AFF ABOVE FINISHED FLOOR
A.I.C. AMPERE INTERRUPTING CAPACITY
AMP AMPERE
AWG AMERICAN WIRE GAUGE
BKR BREAKER
C. CONDUIT
C.B. CIRCUIT BREAKER
CD CANDELA
CKT CIRCUIT
C.O. CONDUIT ONLY, WITH PULL WIRE
C.T. CURRENT TRANSFORMER
DC DIRECT CURRENT
(E) EXISTING
EL EVENING LIGHT
EM EMERGENCY
(ER) EXISTING RELOCATED
EMT ELECTRICAL METALLIC CONDUIT
(F) FUTURE
FACP FIRE ALARM CONTROL PANEL
FAPS FIRE ALARM POWER SUPPLY
FATC FIRE ALARM TERMINAL CABINET
GA. GAUGE
GND GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
HP HORSEPOWER
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
HZ. HERTZ (CYCLES/SEC)
Isc SHORT CIRCUIT AMPERES
ISO ISOLATED
K THOUSAND
KV KILO VOLT
KVA KILO VOLT AMPERE
KW KILO WATT
KWH KILO WATT HOUR
LT LIGHT
LV LOW VOLTAGE
MAX. MAXIMUM
MDF MAIN DISTRIBUTION FRAME
MFR. MANUFACTURER
MIN. MINIMUM
MTD. MOUNTED
N NEUTRAL
(N) NEW
NEMA NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
N.I.C. NOT IN CONTRACT
NL NIGHT LIGHT
NM NON-METALLIC CABLE
PFB PROVISIONS FOR FUTURE CIRCUIT
BREAKER
PH PHASE
(R) REMOVE
(RE) RELOCATE EXISTING
RCPT RECEPTACLE
S.M.S SHEET METAL SCREW
SWBD SWITCHBOARD
SYS SYSTEM
TV TELEVISION
TYP. TYPICAL
UG UNDERGROUND
UL UNDERWRITERS LABORATORY
UNO UNLESS NOTED OTHERWISE
V VOLT
VA VOLT-AMPERES
W WIRE, WATT
WP WEATHERPROOF
WR WEATHER RESISTANT AND
WEATHERPROOF
XFMR TRANSFORMER
Y WYE
ABBREVIATIONS
ELECTRICAL SYMBOL LIST
ABC-#
GFCI DUPLEX CONVENIENCE OUTLET - NEMA 5-20R +18" AFF TYPICAL FOR ALL
CONVENIENCE OUTLETS, UNLESS NOTED OTHERWISE ("+XX" INDICATES MOUNTING
HEIGHT OTHER THAN 18", "ABC-#" INDICATES PANEL AND CIRCUIT NUMBER - TYPICAL FOR
ALL OUTLETS UNLESS NOTED OTHERWISE).
X
+XX"
ABC-#
CONDUIT RUN MINIMUM 1" DIAMETER.
CONDUIT TURNED AND RISED UP
TERMINAL CABINET
SWITCHBOARD, DISTRIBUTION PANEL, OR MOTOR CONTROL CENTER
EXISTING PANELBOARD - SURFACE MOUNTED
DRAWING SHEET NUMBERED NOTE DESIGNATION - APPLIES TO NUMBERED NOTE ON SAME
SHEET
DRAWING PLAN OR DETAIL DESIGNATION - "1" OR "A" DENOTES PLAN OR DETAIL NUMBER,
"E-1" DENOTES SHEET NUMBER
T ELECTRICAL TRANSFORMER. RATING PER SPECIFICATIONS.
E-1
EQUIPMENT MOTOR POWER CONNECTIONS PART OF ELECTRICAL WORK
E5.1 ELECTRICAL DETAILS
FLOOD LIGHT. (LINE INDICATES AIM POINT. "#°" DENOTES FIXED ANGLE SETTING. LETTER "X"
INDICATES TYPE, "ABC-#" INDICATES PANEL AND CIRCUIT NUMBER - TYPICAL FOR ALL
LUMINAIRES UNLESS NOTED OTHERWISE).#°
E6.1 TITLE 24 - OUTDOOR LIGHTING COMPLIANCE FORMS
E3.2 PARTIAL ONE LINE POWER DIAGRAM AND PANEL SCHEDULES
CONDUIT RUN UNDERFLOOR OR UNDERGROUND MINIMUM 1" DIAMETER.
EQUIPMENT CONTROLLER
SWITCH, +45" AFF - "a,b" LETTER DENOTES MULTI-SWITCH FUNCTION, TYPICAL FOR ALL
SWITCHES, MOTION SENSORS AND DAYLIGHT SENSORS UNLESS NOTED OTHERWISE.
"K" DENOTES SINGLE POLE TOGGLE SWITCH.
K
SKL, NAK
NAK
E0.1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com Tel: (916) 923-4400
PROJECT MGR: Stuart Lindsay
07/15/2025
24296.21
E
A
Exp. 6/30/27
TS
OFILACFOE
RLE
TA TCE LICA
NR
I
ED
S
RE
GI
R
TE
PROFESSION
No. E15483
AL
INEER
NG
Y V
E T
T E J . V A N Z A NTEN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
ELECTRICAL SHEET INDEX,
SYMBOL LIST, ABBREVIATIONS,
AND DEMOLITION GENERAL
NOTES
E1.1 SCALE : 1" = 20'-0"
PARTIAL SITE PLAN - ELECTRICAL1
DISCONNECT AND REMOVE (E) BACKWASH PUMP. REMOVE CONDUCTORS BACK TO SOURCE.
REUSE (E) CIRCUIT BREAKER TO POWER RELOCATED BACKWASH PUMP. PROVIDE (N) 20A/1P
CIRCUIT BREAKER FOR (N) LIGHTING.
USE JOINT TRENCH WHERE POSSIBLE.
PROVIDE 24" X 24" X 8" NEMA 3R PULLBOX, MOUNTED TO WATER TANK BY UNISTRUT. SEE DETAIL 5/E5.1.
SEE DETAIL 1/E5.1 FOR SWITCH AND LUMINAIRE MOUNTING DETAIL.
CONNECT INSTRUMENTATION CABLES TO EXISTING PLC IN EXTERIOR PLC CABINET. THE
CONNECTION SHALL BE AS FOLLOW:
1. PRESSURE TRANSDUCER - REUSE SAME CONNECTION POINTS AS EXISTING TANK PRESSURE
TRANSDUCER.
2. ANALOG LEVEL SENSORS - REUSE SAME CONNECTION POINTS AS THE EXISTING TANK LEVEL
SENSORS.
3. INTRUSION ALARM - CONNECT TO SPARE DIGITAL INPUT.
4. TANK HATCH - CONNECT TO SPARE DIGITAL INPUT.
5. BACKWASH FLOW - CONNECT TO SPARE DIGITAL INPUT.
6. MIXER CALL - CONNECT TO SPARE DIGITAL OUTPUT.
7. MIXER RUNNING - CONNECT TO SPARE DIGITAL INPUT.
8. MIXER FAULT - CONNECT TO SPARE DIGITAL INPUT.
PROVIDE (N) 20A/2P CIRCUIT BREAKER IN EXISTING DISTRIBUTION PANEL IN EXISTING MCC.
CONNECT NEW MIXER TO NEW CIRCUIT BREAKER.
INSTALL IN METAL WP ENCLOSURE WITH WHILE-IN-USE COVER.
PROVIDE (N) 20A/1P CIRCUIT BREAKER IN EXISTING PANEL. CONNECT NEW RECEPTACLE TO NEW
CIRCUIT BREAKER.
NUMBERED NOTES
FEEDER SCHEDULE
TAG ### DESCRIPTION
202 1" C., 2 #12, AND 1 #12 GND.
303 1" C., 3 #10, AND 1 #10 GND.
10 1-1/2" C.O.
10S 1-1/2" C.O., SPARE FOR FUTURE USE
(RE)
BACKWASH
PUMP
(E) MOTOR
CONTROL
CENTER "MCC"
(ER) BACKWASH PUMP
(E) PANEL "GO8H"
(E) PANEL "GO8L"
(N) MIXER
U.G.E
TELECOM
BLDGTELECOM
TOWER
WATER
TANK
(E) "DISTRIBUTION
BREAKER" SECTION
20°
10°
10° F1
GO8H-25
F1
GO8H-25
F1
GO8H-25
J
(E) PLC CABINET "CP2"
(E) PLC CABINET "CP1"
(E) PLC CABINET
"CP-MAIN"
10S
10S
10S
10S
WP
ACCESS HATCH
WITH LADDER
EQUIPMENT
HATCH
(N) INTRUSION
ALARM
(N) INTRUSION
ALARM
10° F1
GO8H-25
(N) PRESSURE
TRANSDUCER
(N) H/O/A PUMP CONTROLS
10S
(3)
(2) (2)
(2) (2)
(2) (2)
(2) (2)
(N) LEVEL SENSOR
E1.1 SCALE : 1" = 20'-0"
PARTIAL SITE PLAN - LIGTHING2
SEE 1/E1.1 FOR
CONTINUATION
SEE 2/E1.1 FOR
CONTINUATION
(2) (2)
7 1
(2)
(N) H/O/A MIXER
CONTROLS
GO8L-8
SKL, NAK
NAK
E1.1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com Tel: (916) 923-4400
PROJECT MGR: Stuart Lindsay
07/15/2025
24296.21
E
A
Exp. 6/30/27
TS
OFILACFOE
RLE
TA TCE LICA
NR
I
ED
S
RE
GI
R
TE
PROFESSION
No. E15483
AL
INEER
NG
Y V
E T
T E J . V A N Z A NTEN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
PARTIAL SITE PLAN -
ELECTRICAL
C.O.
20A/1P
(E
ANEL "GO8L"
PANEL "GO8H"
E3.1 NO SCALE
PARTIAL ONE LINE POWER DIAGRAM - "MSA", "MSB", "EMSA", "EMSB"1
GROUND
NEUTRAL
(E) GND.
U.G. TERMINATION
SERVICE LUGS
U.G. SECONDARY SERVICE.
SEE "MSB" SCHEDULE
SMUD PAD MOUNTED
TRANSFORMER
(E) UNDERGROUND
PRIMARY SERVICE
(E) NEUTRAL
DISCONNECT
LINK
277/480 VOLT, 3 PHASE, 4 WIRE, 4000A BUSSING, 34kAIC
MAIN CIRCUIT BREAKER
PNL
"HA"
PNL
"PA"
DIST
PNL
"DPHS"
(E) MAIN SWITCHBOARD "MSA"
(E) SMUD PAD FOR (F)
TRANSFORMER
(E) 400/3
(E) SMUD #337446
(E) SMUD #670615
(E) VOLT METERSP
SP (E) AMP METER
GF MR
(E) 20/2
(E) SWBD
HEATER AND
THERMOSTAT
T
(E) 225/3 (E) 225/3
(E)
SPACE/3
(E)
SPACE/3
(E) 800/3 (E) 800/3
(E) 300KW,
277/480V 3P, 4W
GENERATOR
(E) MAIN SWITCHBOARD "MSB"
N
G
(E) GND.
TO (E) DIST
PANEL "HDP"
(E) 1200/3 (E) 800/3
(E) 400KW,
277/480V 3P, 4W
GENERATOR
(E) PFB/3
(E) 20/3
(E) CONTROL
POWER TO
GENERATOR
(E) PFB/3
(E) 20/3
(E) ATS
SPACE
HEATER
(E) ATS
(E) ATS
(E) 20/2
(E) SWBD
HEATER AND
THERMOSTAT
T
PROVISION FOR FUTURE
EXTENSION
(E) EMERGENCY MAIN SWITCHBOARD "EMSA"
277/480 VOLT, 3 PHASE, 4 WIRE, 4000A BUSSING, 34kAIC
(E) 20/2
(E) SWBD
HEATER AND
THERMOSTAT
T
PNL
"MP"
(E) 70/3
PNL
"AA"
(E) 100/3
PNL
"HEA"
(E) 400/3
PNL
"A"
(E) 225/3
PNL
"HEC"
(E) 400/3
277/480 VOLT, 3 PHASE, 4 WIRE, 800A BUSSING, 34kAIC
(E) (4) 4" C.O.
STUB AND CAP
(E) (1) 2"
C.O. TO
TTBC
(E) (E) (E) (E) (E) (E) (E) (E)
SEE 1/E3.2 FOR
CONTINUATION
PARTIAL ONE LINE POWER
DIAGRAM AND PANEL
SCHEDULES
SKL, NAK
NAK
E3.1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com Tel: (916) 923-4400
PROJECT MGR: Stuart Lindsay
07/15/2025
24296.21
E
A
Exp. 6/30/27
TS
OFILACFOE
RLE
TA TCE LICA
NR
I
ED
S
RE
GI
R
TE
PROFESSION
No. E15483
AL
INEER
NG
Y V
E T
T E J . V A N Z A NTEN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
(E)
PANEL
"HECPA"
(E) 400/3 (E) 200/3
(E) EMERGENCY SWITCHBOARD "EMSB"
(E) GND.
G
(E) 800/3
277/480 VOLT, 3 PHASE, 4 WIRE, 800A BUSSING, 34kAIC
(E) PFB/3 (E) PFB/3
(E) 20/3
(E) SWBD
HEATER AND
THERMOSTAT
T
(E) (4) 4" C.O.
STUB AND CAP (E)
400AF
N GND
SEE 1/E3.1 FOR
CONTINUATION
E3.2 NO SCALE
PARTIAL ONE LINE POWER DIAGRAM - "MSA", "MSB", "EMSA", "EMSB"1
(E)
PANEL
"GO8H"
(E) 100/3
(E)
PANEL
"GO8L"
(E) 15kVA XFMR 480-120/240V 1
(E) EM
DIST.
PANEL
"HEDP
MOTOR
CTRL.
CENTR.
"MCCC"
(E) (3 SETS OF) 4"C. 4#350
THW CU, & 1 #2/0 CU GND.
(E) 1-1/4"C. 4#2 THWN CU,
& 1 #8 CU GND.
(E) 100/3
(E) 800/3
(E) 1-1/4"C. 4#2 THWN CU,
& 1 #8 CU GND.
(E) 1" C., 2 #8, AND 1 #10 GND.
(E) 35/2
(E) 70/3
SKL, NAK
NAK
E3.2
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com Tel: (916) 923-4400
PROJECT MGR: Stuart Lindsay
07/15/2025
24296.21
E
A
Exp. 6/30/27
TS
OFILACFOE
RLE
TA TCE LICA
NR
I
ED
S
RE
GI
R
TE
PROFESSION
No. E15483
AL
INEER
NG
Y V
E T
T E J . V A N Z A NTEN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
PARTIAL ONE LINE POWER
DIAGRAM AND PANEL
SCHEDULES
E5.1 SCALE: NO SCALE
WATER TANK LIGHTING ROUTING DETAIL1
44" FROM
GROUND TO ℄
20' FROM
GROUND TO ℄
MANUAL SS TYPE 4X DISCONNECT
SWITCH. SEE 4/E5.1
FOR MOUNTING DETAIL.
LUMINAIRE PER PLAN.
SEE 3/E5.1 FOR
MOUNTING DETAIL.
CONDUIT TO WRAP
AROUND PER PLAN.
SEE 2/E5.1 FOR
CONDUIT STRAP
MOUNTING.
E5.1 SCALE: NO SCALE
TYPICAL CONDUIT SUPPORT DETAIL2
UNISTRUT #P1000 12
GAUGE STEEL CHANNEL
TYPICAL UNISTRUT
PIPE CLAMP, FOR 1-1/2"
MAX. CONDUIT
1" EMBEDMENT
MAX
E5.1 SCALE: NO SCALE
TYPICAL LUMINAIRE MOUNTING DETAIL3
UNISTRUT #P1000 12
GAUGE STEEL CHANNEL
ANGLE
ADJUSTMENT
PER PLAN
FLOODLIGHT
LUMINAIRE
PER PLAN
WATER TANK
STRUCTURE
UNISTRUT CHANNEL
NUTS AND BOLTS.
CONCRETE ANCHOR,
WASHER, AND NUT. (2)
PER UNISTRUT.
4" ROUND,
WEATHERPROOF BOX
KNUCKLE MOUNT
CONCRETE ANCHOR,
WASHER, AND NUT. (2)
MIN PER UNISTRUT.
CONCRETE WATER
TANK WALL
CONCRETE WATER
TANK WALL
SEE SITE PLAN FOR
CONDUIT SIZE AND
ROUTING
1" EMBEDMENT
MAX
E5.1 SCALE: NO SCALE
MANUAL SWITCH MOUNTING DETAIL4
UNISTRUT #P1000 12
GAUGE STEEL CHANNEL
UNISTRUT CHANNEL
NUTS AND BOLTS.
CONCRETE ANCHOR,
WASHER, AND NUT. (2)
PER UNISTRUT.
2 GANG,
WEATHERPROOF BOX
CONCRETE WATER
TANK WALL
1" EMBEDMENT
MAX
UNISTRUT #P1000 12
GAUGE STEEL CHANNEL
UNISTRUT CHANNEL NUTS,
WASHERS, AND BOLTS.
CONCRETE ANCHOR,
WASHER, AND NUT. (2)
PER UNISTRUT.
NEMA 3R JUNCTION
BOX PER PLAN
CONCRETE WATER
TANK WALL
1" EMBEDMENT
MAX
E5.1 SCALE: NO SCALE
JUNCTION BOX MOUNTING DETAIL5
SS TYPE 4X
DISCONNECT SWITCH
CONCRETE ANCHOR,
WASHER, AND NUT. (2)
PER UNISTRUT.
NEMA 3R JUNCTION
BOX PER PLAN
(4) UNISTRUT CHANNEL
NUTS, WASHERS, AND
BOLTS.
ON
OFF
(4) UNISTRUT CHANNEL
NUTS, WASHERS, AND
BOLTS.
CONCRETE ANCHOR,
WASHER, AND NUT. (2)
PER UNISTRUT.
SS TYPE 4X GANG BOX
AND DISCONNECT SWITCH
SIDE VIEW
FRONT VIEW
SIDE VIEW
FRONT VIEW
CONDUIT CLAMP
AND MOUNT PER
DETAIL 2/E5.1
CONDUIT PER PLAN
CONDUIT CLAMP
AND MOUNT PER
DETAIL 2/E5.1
CONDUIT PER PLAN
CONDUIT
PER PLAN
12" TYPICAL AT
EXISTING PAVING
" M
IN
2" MIN.
18"
MIN 2-3/4" GRAVEL PAD FOR DRAINAGE
ELECTRICAL CONDUITS PER PLAN
SAND
CONDUIT TRACER - 2" TO 4"
ABOVE CONDUIT
BACKFILL NATURAL SOIL. COMPACTION
TO 98% OF ORIGINAL. PROVIDE
REPORT TO INSPECTOR OF RECORD.
(N) SURFACE (ASPHALT,
CONCRETE DIRT, ETC.) TO MATCH
(E) IN QUALITY AND COLOR (FOR
DIRT RESEED). PROVIDE
EXPANSION JOINTS AT CONCRETE
WALK TO ALIGN WITH EXISTING.
MINIMUM 2" SAND PAD
E5.1 SCALE: NO SCALE
CONDUIT TRENCHING DETAIL6
1" COVER COAT
SHORTCRETE
CAST IN PLACE
COREWALL
GALVANIZED
PRESTRESS STRAND
1-1/2"
1"
1" COVER COAT
SHORTCRETE
CAST IN PLACE
COREWALL
GALVANIZED
PRESTRESS STRAND
1-1/2"
1"
1" COVER COAT
SHORTCRETE
CAST IN PLACE
COREWALL
GALVANIZED
PRESTRESS STRAND
1-1/2" 1"
1" COVER COAT
SHORTCRETE
CAST IN PLACE
COREWALL
GALVANIZED
PRESTRESS STRAND
1-1/2"
1"
SKL, NAK
NAK
E5.1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com Tel: (916) 923-4400
PROJECT MGR: Stuart Lindsay
07/15/2025
24296.21
E
A
Exp. 6/30/27
TS
OFILACFOE
RLE
TA TCE LICA
NR
I
ED
S
RE
GI
R
TE
PROFESSION
No. E15483
AL
INEER
NG
Y V
E T
T E J . V A N Z A NTEN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
ELECTRICAL DETAILS
STAINLESS STEEL TYPE 4X
SKL, NAK
NAK
E6.1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com Tel: (916) 923-4400
PROJECT MGR: Stuart Lindsay
07/15/2025
24296.21
E
A
Exp. 6/30/27
TS
OFILACFOE
RLE
TA TCE LICA
NR
I
ED
S
RE
GI
R
TE
PROFESSION
No. E15483
AL
INEER
NG
Y V
E T
T E J . V A N Z A NTEN
Department of General Services Administrative Services
Sacramento, Ca. 95827 9660 Ecology Lane
REVISIONS:
DESIGN BY:
DRAWN BY:
FACILITY NO.
SHEET NO.
PROJECT TITLE:
SHEET TITLE:
P. 916.876.6192
Architectural Services Division
LOG NO.
CONSTRUCTION SET
BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com
000805459
CONTRACT CC-080041-00
RIO COSUMNES
CORRECTIONAL CENTER
NEW POTABLE WATER TANK
12500 BRUCEVILLE RD.
ELK GROVE, CA 95757
TITLE 24 - OUTDOOR LIGHTING
COMPLIANCE FORMS
File details come from the government source that posted it. Updated .