Hanford City Council
May 19, 2026

APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETS

REVISIONS
TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E1.7.dwg - Tab: E1.7 - by jseo on 12/08/25 at 1:37:05 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E1.7 ----

LOAD SUMMARIES
SWGR-2 (MAIN BREAKER 3000 AMPS @ 480V) EQUIPMENT NAME ACTIVE (A) GENERATOR (A) MCC-P2N 0 0 MCC-P2S 454.2 454.2 DP1 126.9 126.9 EXISTING PLANT LOADS 960 300 SUBTOTAL 1541.1 881.1 25% LARGEST MOTOR 39 - TOTAL 1580.1 881.1 % CAPACITY 53% - SWGR-MSGA (MAIN BREAKER 600 AMPS @ 12kV) EQUIPMENT NAME AMPS @ 12KV XFMR "T-2", VIA 100A BKR (FEEDS SWGR-2) 35.244 XFMR "T-3", VIA 100A BKR (FEEDS SWGR-3) 64.216 SUBTOTAL 99.46 25% LARGEST MOTOR 12.1 TOTAL 111.56 % CAPACITY 18.59% STANDBY GENERATOR (1750KW, 2631 AMPS @ 480V) EQUIPMENT NAME AMPS @ 12KV SWGR-2 881.1 SWGR-3 1605.4 SUBTOTAL 2486.5 25% LARGEST MOTOR 75.5 TOTAL 2562 % CAPACITY 97.38% MCC- P2N (MAIN BREAKER 225 AMPS @ 480V) EQUIPMENT NAME HP ACTIVE (A) GENERATOR (A) SCREW PUMP #3 (FUTURE) (UNINSTALLED) 125 0 0 SUBTOTAL 0 0 25% LARGEST MOTOR 0 0 TOTAL 0 0 % CAPACITY 0 - SWGR-3 (MAIN BREAKER 3000 AMPS @ 480V) EQUIPMENT NAME ACTIVE (A) GENERATOR (A) MCC-P3N 85.7 85.7 MCC-P3S 216.9 216.9 MCC-C1S 218.8 218.8 ELEC BLDG NO. 4 0 0 SWBD-A 1084 1084 CENTERFUGE 400 0 SUBTOTAL 2005.4 1605.4 25% LARGEST MOTOR 75.5 - TOTAL 2080.9 1605.4 % CAPACITY 69% - MCC-P3S (MAIN BREAKER 600 AMPS @ 480V) EQUIPMENT NAME HP ACTIVE (A) GENERATOR (A) RAS PUMP #1 7.5 11 11 RAS PUMP #2 7.5 11 11 RAS PUMP #3 7.5 11 11 MIXER #1 5.1 11 11 MIXER #2 5.1 11 11 SLUDGE COLLECTOR DRIVE #1 0.75 1.6 1.6 SLUDGE COLLECTOR DRIVE #2 0.75 1.6 1.6 SCUM PUMP #1 5 7.6 7.6 SCUM PUMP #2 5 7.6 7.6 SUMP PUMP #1 2 3.4 3.4 SUMP PUMP #2 2 3.4 3.4 XRMR-2 (MAX LOAD) - 36.1 36.1 HEAT PUMP 2 3.4 3.4 EXHAUST FAN 0.5 1.1 1.1 SUPPLY FAN 0.75 1.6 1.6 ELECTRIC TROLLEY + TRAIN HOIST 4 6.9 6.9 RAS PUMP #4 15 21 21 RAS PUMP #5 15 21 21 SLUDGE COLLECTOR DRIVE #3 5 7.6 7.6 SLUDGE COLLECTOR DRIVE #4 5 7.6 7.6 SCUM PUMP #3 5 7.6 7.6 SCUM PUMP #4 5 7.6 7.6 AUTOMATED MIXED LIQUOR GATE OX. DITCH #2 5 7.6 7.6 AUTOMATED IR GATE OX. DITCH #2 5 7.6 7.6 SUBTOTAL 216.9 216.9 25% LARGEST MOTOR 5.25 - TOTAL 222.15 216.9 % CAPACITY 37% - SWBD-A (MAIN BREAKER 1600AF/1400AT @ 480V) EQUIPMENT NAME HP ACTIVE (A) GENERATOR (A) AERATOR 1A 200 240 240 AERATOR 1B 200 240 240 AERATOR 2A 250 302 302 AERATOR 2B 250 302 302 SUBTOTAL 1084 1084 25% LARGEST MOTOR 75.5 - TOTAL 1159.5 1084 % CAPACITY 83% GENERAL NOTES: 1. EXISTING LOAD INFORMATION REFERENCED FROM RECORD DRAWINGS DATED AUGUST 2004 BY CAROLLO ENGINEERS. SEE PROJECT NUMBER 6132A.10 RECORD DRAWINGS AND VERIFY ALL EXISTING CONDITIONS FIRST. CONTRACTOR SHALL CONFIRM EXISTING SITE CONDITIONS AND EXISTING ELECTRICAL EQUIPMENT/LOADS AS SHOWN ON THESE AS-BUILTS. IF ANY DISCREPANCIES ARISE, NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. LOAD ASSUMED DUE TO LACK OF DOCUMENTATION CONSTRUCTION NOTES: 1 1 11
2 CONTRACTOR/OWNER TO VERIFY IF STILL IN USE
22 1 MCC- P2S (MAIN BREAKER 600 AMPS @ 480V) EQUIPMENT NAME HP ACTIVE (A) GENERATOR (A) SCREW PUMP #1 125 156 156 SCREW PUMP #2 125 156 156 BAR SCREEN #1 1.5 3 3 BAR SCREEN #2 1.5 3 3 GRIT CLASSIFIER 0.5 1.1 1.1 SCREENING CONVEYOR 7.5 11 11 GENERATOR JACKET WATER HEATER - 24 24 HEAT PUMP 1 2.1 2.1 XFMR-A (MAX LOAD) - 36.1 36.1 XFMR-B (MAX LOAD) - 36.1 36.1 GRIT PUMP #1 5 7.6 7.6 EXHAUST FAN 1.5 3 3 AUTOMATED MIXED LIQUOR GATE OX. DITCH #2 5 7.6 7.6 AUTOMATED IR GATE OX. DITCH #2 5 7.6 7.6 SUBTOTAL 454.2 454.2 25% LARGEST MOTOR 39 - TOTAL 493.2 454.2 % CAPACITY 82% - MCC- P3N (MAIN BREAKER 600 AMPS @ 480V) EQUIPMENT NAME HP ACTIVE (A) GENERATOR (A) DECANT SUB PUMP #1 1 2.1 2.1 10KW HEATER - 12 12 15KW HEATER - 18 18 MINI POWER ZONE (MAX LOAD) - 10.4 10.4 MIXER 2A 10 14 14 MIXER 2B 10 14 14 AUTOMATED MIXED LIQUOR GATE OX. DITCH #1 5 7.6 7.6 AUTOMATED IR GATE OX. DITCH #1 5 7.6 7.6 SUBTOTAL 85.7 85.7 25% LARGEST MOTOR 3.5 - TOTAL 89.2 85.7 % CAPACITY 15% - MCC-C1S (EXISTING) (MAIN BREAKER 600 AMPS @ 480V) EQUIPMENT NAME HP ACTIVE (A) GENERATOR (A) PLANT WATER PUMP #1 10 14 14 PLANT WATER PUMP #2 10 14 14 CHLORINE IND. UNIT NO. 1 2 3.4 3.4 CHLORINE MIXER 2 3.4 3.4 XFRC1 (MAX LOAD) - 36 36 10KW HEATER - 12 12 MCC-ROOM HEAT PUMP X 16 16 EFFLUENT PUMP #1 25 34 34 EFFLUENT PUMP #2 25 34 34 EFFLUENT PUMP #3 25 34 34 TRA-CHEM 15KVA MPZ - 18 18 SUBTOTAL 218.8 218.8 25% LARGEST MOTOR 8.5 - TOTAL 227.3 218.8 % CAPACITY 38% -

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D
SE
8''WAS
S
A W8''
S
A W8''
S
A W8''
30'' SE FH 42"Ø
C
C
997.3 x 992.77 x 992.77 x 992.77 x 992.77 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W2''W 2''W 2''W NORTH CTR OXI DITCH #2 AERATOR
3 CTR CLARIFIER #3
6 NW OUTSIDE CNR RAS STRUC
7 NW CNR CHEM PAD
9 L1
L2
C1
C2
C3
C4
C5 PB-18 PB-54 BLDG. #3 ELEC RM/ RAS/WAS PS SEE SHT. EX.X APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETSREVISIONS TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: D-TP-1000 DATUM.dwg; C058-00 36X24 ELEC.dwg; C058-Civil xbase.dwg; C058-Site Plan.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-E2.0.dwg - Tab: E2.0 - by jseo on 12/08/25 at 6:35:01 PM Dimscale = 50; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW SCALE: 1"=50' 50 25
0 50 100 E2.0

OVERALL ELECTRICAL
POWER SITE PLAN CTR CLARIFIER #4 AND #5 SEE SHT. EX.XNEW OXIDATION DITCH #2 SEE SHT. EX.X EXIST. OXIDATION DITCH #1 SEE SHT. EX.X CHEMICAL STRUCTURE SEE SHT.EX.X PB-53 PB-56 CONSTRUCTION NOTES: 1 INSTALL A 66''L X 72''W X 84''D UNDERGROUND PULLBOX PER EX.X DETAIL"". 2 CONTRACTOR TO INSTALL LIGHTING FOR OXIDATION DITCH #2 MATCHING THE LIGHTING OF OXIDATION DITCH #1 2 3
3 CONTRACTOR TO INSTALL LIGHTING FOR CLARIFIERS #3 & #4 MATCHING THE LIGHTING OF CLARIFIERS #1 & #24 AERATOR #1A (##-AER-###).5 AERATOR #1B (##-AER-###). 4 5
6 AERATOR #2A (##-AER-###).7 AERATOR #2B (##-AER-###).
6 7
8 MIXER #2A (##-MXR-###).9 MIXER #2B (##-MXR-###).
8 9 10 AUTOMATED IR GATE (06-MTR-140) OX. DITCH #2. 10 11 AUTOMATED MIXED LIQUOR GATE (06-MTR-130). OX. DITCH #2 11 12 RAS PUMP #4 (07-PMP-040). 13 RAS PUMP #5 (07-PMP-050). 1213 SCUM PUMP #3 (06-PMP-090). SCUM PUMP #4 (06-PMP-100). SLUDGE COLLECTOR DRIVE #3 (06-DRV-110). SLUDGE COLLECTOR DRIVE #4 (06-DRV-120). 14151617 14 16 1517 18 15 KVA MPZ-CHEM. 18 P3N-080A P3N-090A P3S-090A P3S-100A P3S-110A P3S-120A P3S-130A P3S-140A P3S-090B P3S-110BP3S-100B P3S-120B P3N-080C P3N-090C P3S-130D P3S-140D P3S-130C P3S-140C SBA-030F SBA-030G SBA-040F SBA-030C SBA-040C PB-15 P3N-012B P3N-012A P3S-019A P3S-019B PB-14 CHLORINE BLDG. SEE SHT.EX.X PB-58 PC1S-070A PC1S-070B (TYP) 1 P3N-080D P3N-090D NEW INFLUENT SPLITTER BOX EXTENSION SEE SHT. EX.X ELECT. BLDG. #2 SEE SHT. EX.XPB-60 P2S-080A P2S-080B 19 AUTOMATED IR GATE (XX-MTR-XXX). OX DITCH #1 20 AUTOMATED MIXED LIQUOR GATE (XX-MTR-XXX). OX. DITCH #2 21 AUTOMATED IR GATE (XX-MTR-XXX). INFLUENT SPLITTER BOX. 22 AUTOMATED MIXED LIQUOR GATE (XX-MTR-XXX). INFLUENT SPLITTER BOX. 21 22 1920 P3N-060A P3N-070A P3N-080B P3N-090B P3S-130B P3S-140B SBA-030D SBA-040D P3N-060B P3N-070B P3N-060C P3N-070C SBA-030E SBA-040E P2S-090A P2S-090B SPARE 3'' QTY 4 SPARE 2'' QTY 5 SPARE 1'' QTY 5 SPARE 3'' QTY 4 SPARE 2'' QTY 5 SPARE 1'' QTY 5 PB-55 SPARE 2'' QTY 2 SPARE 1'' QTY 2 SPARE 2'' QTY 2 SPARE 1'' QTY 2

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X X X X
X
X
X
X
X
X
X
D
SE
8''WAS
S
A W8''
S
A W8''
S
A W8''
30'' SE FH 42"Ø
C
C
997.3 x 992.77 x 992.77 x 992.77 x 992.77 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W2''W 2''W 2''W NORTH CTR OXI DITCH #2 AERATOR
3 CTR CLARIFIER #3
6 NW OUTSIDE CNR RAS STRUC
7 NW CNR CHEM PAD
9 L1
L2
C1
C2
C3
C4
C5
APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETSREVISIONS TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: D-TP-1000 DATUM.dwg; C058-00 36X24 ELEC.dwg; C058-Civil xbase.dwg; C058-Site Plan.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-E2.1.dwg - Tab: E2.1 - by jseo on 12/08/25 at 6:34:58 PM Dimscale = 50; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW SCALE: 1"=50' 50 25
0 50 100 E2.1

OVERALL ELECTRICAL
CONTROL SITE PLAN CTR CLARIFIER #4 AND #5 SEE SHT. EX.XNEW OXIDATION DITCH #2 SEE SHT. EX.X EXIST. OXIDATION DITCH #1 SEE SHT. EX.XELECTRICAL ROOM BLDG. #3 SEE SHT. EX.X CHEMICAL STRUCTURE SEE SHT. EX.X IPB-53 IPB-56 CONSTRUCTION NOTES: 1 INSTALL A 54''L X 60''W X 56''D UNDERGROUND PULLBOX PER EX.X DETAIL"". IPB-54 (TYP) 1 IPB-55 CHLORINE BLDG. SEE SHT.EX.X IPB-57

LABEL AREA LABEL AREA LABEL AREA LABEL AREA PB-60
APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETSREVISIONS TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E2.2.dwg - Tab: E2.2 - by jseo on 12/08/25 at 6:34:53 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E2.2 ----
BUILDING NO. 3
ELECTRICAL PLAN BUILDING NO. 3 ELECTRICAL PLAN SCALE: 1/2" = 1'-0" EXISTING MCC-P3N
EXISTING SWGR-3 EXISTING MCC-P3S EXISTING PLC-6 EXISTING PNL-P3S3 EXISTING XFMR-2 EXISTING BTC-3 SWITCHBOARD (SWBD-A), 480V, 3PH, 3W, 60 HZ, ###A, NEMA 12, MF'R: EATON OR APPROVED EQUAL, PAD-MTD. CONSTRUCTION NOTES: 1
2 ACTIVE HARMONIC FILTER, NEMA 12, PAD-MTD.3 VARIABLE FREQUENCY DRIVE, 480V, 3PH, NEMA 12, WALL-MTD., MF'R: DANFOSS, PN: FC202 AQUA DRIVE (OR APPROVED EQUAL) & DVDT FILTER (WALL-MTD. BELOW VFD) 3 P0063 SBA-010 SBA-020 SBA-030 SBA-040
3 3
3 P3N-060 P3N-070 P3N-060A TO PB-53, SEE SHT. E2.0 FOR CONT. P3N-070A P3S-080 P3S-040 TO RAS PUMP #4 & 5 DISC. SWITCHES BELOW 2 1 SBA-050 P3S-090 P3S-100 P3S-110 P3S-120 P3S-130 P3S-140 P3S-090A P3S-100A P3S-110A P3S-120A P3S-130A P3S-140A SBA-030B SBA-040B 4 FROM AERATOR 2A & 2B DVDT FILTERS BELOW VFD'S.
4 SBA-030C SBA-040C
5 WALL-MTD. PULLBOX.
5 6 FROM AERATOR 1A DVDT FILTER BELOW VFD.7 FROM AERATOR 1B DVDT FILTER BELOW VFD. 76 TO (E) PB-18, SEE SHT. E2.0 FOR CONT.
8 JOIN NEW CONDUIT TO EXISTING. POINT OF CONNECTION TBD BY CONTRACTOR IN FIELD. 8 8 P3N-012B P3N-012A P3S-019A P3S-019B SBA-010B SBA-020B PLC-6-OX 9 PLC CONTROL PANEL (PLC-6-OX), 120 VAC, 1PH, NEMA 12, PAD-MTD. 9 P3N-080 P3N-090 P3N-080A P3N-080A

R30'-6" 36'-3"
A BERNOULI BUMP 3' TYP.
34'
71'
34' 34'
L
R34'-6"
34' 34'
A
L
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-E2.3 OXIDATION DITCH.dwg - Tab: E2.3 - by jseo on 12/05/25 at 5:35:43 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 E2.3 ----

OXIDATION DITCH
LIGHTING PLAN NOTES: 1. CONTRACTOR SHALL COORDINATE AND CONFIRM ALL PENETRATIONS (CONDUIT, PIPE, ETC.) WITH OXIDATION DITCH MANUFACTURER AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM THAT MAY NOT EXPLICITLY BE SHOWN IN THE PLANS. CENTER OXIDATION DITCH PLAN SCALE: 1/8"=1'-0" 8 4
0 8 16 2H 2G 2A 2C (TYP)
SEE MATCHLINE BELOW 2D 2F 372' 409'-3" 305' 2G
SEE MATCHLINE ABOVE 2A CENTER OXIDATION DITCH PLAN SCALE: 1/8"=1'-0" 372' 409'-3" 305' LEGEND: POLE MOUNTED, SINGLE MAST, LED LIGHTING PER DETAIL "B" SHEET E4.0 L GUARDRAIL-MOUNTED POST LIGHT 120V, LED OUTDOOR
LIGHT TYPE RAB ALED4T50ALED50 OR APPROVED EQUAL,

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH CHEM PLAN.dwg w:\C058\engineering\C058-10\sheets\C058-10-E2.4 CHEMICAL LIGHTING PLAN.dwg - Tab: E2.4 - by jseo on 12/08/25 at 6:33:06 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 E2.4 ----

CHEMICAL STRUCTURE

LIGHTING PLAN
BID COORDINATION 10/23 MJM TO BE UPDATED

APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETS

REVISIONS
TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E3.0.dwg - Tab: E3.0 - by jseo on 12/08/25 at 6:34:46 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E3.0 ----

POWER CONDUIT
SCHEDULE I POWER CONDUIT WIRE SCHEDULE CONDUIT WIRE FROM TO REMARKS NO. SIZE POWER GROUND CONTROL P0063 3" (qty 4) (4) sets of 3 - 500 kcmil (4) sets of 1 - 2/0 - EXISTING DSB-3 SWBD-A P3N-060 1" 3 - #8 1 - #8 2 - #12 EXISTING MCC-P3N PB-60 P3N-060A 1" 3 - #8 1 - #8 2 - #12 PB-60 PB-53 P3N-060B 1" 3 - #8 1 - #8 2 - #12 PB-53 PB-54 P3N-060C 1" 3 - #8 1 - #8 2 - #12 PB-54 DISC SW - MIXER 2A P3N-060D 1" FACTORY CABLE DISC SW - MIXER 2A MIXER 2A (##-MXR-###) P3N-070 1" 3 - #8 1 - #8 2 - #12 EXISTING MCC-P3N PB-60 P3N-070A 1" 3 - #8 1 - #8 2 - #12 PB-60 PB-53 P3N-070B 1" 3 - #8 1 - #8 2 - #12 PB-53 PB-54 P3N-070C 1" 3 - #8 1 - #8 2 - #12 PB-54 DISC SW - MIXER 2B P3N-070D 1" FACTORY CABLE DISC SW - MIXER 2B MIXER 2B (##-MXR-###) P3N-080 2" 3 - #10 1 - #10 - EXISTING MCC-P3N PB-60 P3N-080A 2" 3 - #10 1 - #10 - PB-60 PB-53 P3N-080B 2" 3 - #10 1 - #10 - PB-53 PB-54 P3N-080C 2" 3 - #10 1 - #10 - PB-54 PB-55 P3N-080D 2" 3 - #10 1 - #10 - PB-55 DISC SW - AUTOMATED MIX LIQUOR GATE OX DITCH #1 P3N-080E 2" 3 - #10 1 - #10 - DISC SW - AUTOMATED MIX LIQUOR GATE OX DITCH #1 AUTOMATED MIX LIQUOR GATE OX DITCH #1 P3N-090 2" 3 - #10 1 - #10 - EXISTING MCC-P3N PB-60 P3N-090A 2" 3 - #10 1 - #10 - PB-60 PB-53 P3N-090B 2" 3 - #10 1 - #10 - PB-53 PB-54 P3N-090C 2" 3 - #10 1 - #10 - PB-54 PB-55 P3N-090D 2" 3 - #10 1 - #10 - PB-55 DISC SW - AUTOMATED IR GATE OX. DITCH #1 P3N-090E 2" 3 - #10 1 - #10 - DISC SW - AUTOMATED IR GATE OX. DITCH #1 AUTOMATED IR GATE OX. DITCH #1 P3S-040 2" 3 - #10 1 - #10 2 - #12 EXISTING MCC-P3S DISC SW - RAS PUMP #4 P3S-040A 1" 3 - #8 1 - #8 - DISC SW - RAS PUMP #4 RAS PUMP #4 (07-PMP-040) P3S-080 2" 3 - #10 1 - #10 2 - #12 EXISTING MCC-P3S DISC SW - RAS PUMP #5 P3S-080A 1" 3 - #8 1 - #8 - DISC SW - RAS PUMP #5 RAS PUMP #5 (07-PMP-080) P3S-090 2" 3 - #12 1 - #12 2 - #14 EXISTING MCC-P3S PB-60 P3S-090A 2" 3 - #12 1 - #12 2 - #14 PB-60 PB-53 P3S-090B 2" 3 - #12 1 - #12 2 - #14 PB-53 DISC SW - SCUM PUMP #3 P3S-090C 1" 3 - #12 1 - #12 - DISC SW - SCUM PUMP #3 SCUM PUMP #3 (06-PMP-090) P3S-100 2" 3 - #12 1 - #12 2 - #14 EXISTING MCC-P3S PB-60 P3S-100A 2" 3 - #12 1 - #12 2 - #14 PB-60 PB-53 P3S-100B 2" 3 - #12 1 - #12 2 - #14 PB-53 DISC SW - SCUM PUMP #4 P3S-100C 1" 3 - #12 1 - #12 - DISC SW - SCUM PUMP #4 SCUM PUMP #4 (06-PMP-100) P3S-110 2" 3 - #12 1 - #12 2 - #14 EXISTING MCC-P3S PB-60 P3S-110A 2" 3 - #12 1 - #12 2 - #14 PB-60 PB-53 P3S-110B 2" 3 - #12 1 - #12 2 - #14 PB-53 DISC SW - SLUDGE COLLECTOR DRIVE #3 P3S-110C 1" 3 - #12 1 - #12 - DISC SW - SLUDGE COLLECTOR DRIVE #3 SLUDGE COLLECTOR DRIVE #3 (06-DRV-110) P3S-120 2" 3 - #12 1 - #12 2 - #14 EXISTING MCC-P3S PB-60 P3S-120A 2" 3 - #12 1 - #12 2 - #14 PB-60 PB-53 P3S-120B 2" 3 - #12 1 - #12 2 - #14 PB-53 DISC SW - SLUDGE COLLECTOR DRIVE #4 P3S-120C 1" 3 - #12 1 - #12 - DISC SW - SLUDGE COLLECTOR DRIVE #4 SLUDGE COLLECTOR DRIVE #4 (06-DRV-120)

APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETS

REVISIONS
TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E3.0.dwg - Tab: E3.1 - by jseo on 12/08/25 at 6:34:46 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E3.1 ----

POWER CONDUIT
SCHEDULE II POWER CONDUIT WIRE SCHEDULE CONDUIT WIRE FROM TO REMARKS NO. SIZE POWER GROUND CONTROL P3S-130 2" 3 - #10 1 - #10 - EXISTING MCC-P3S PB-60 P3S-130A 2" 3 - #10 1 - #10 - PB-60 PB-53 P3S-130B 2" 3 - #10 1 - #10 - PB-53 PB-54 P3S-130C 2" 3 - #10 1 - #10 - PB-54 PB-55 P3S-130D 2" 3 - #10 1 - #10 - PB-55 DISC SW - AUTOMATED MIX LIQUOR GATE OX. DITCH #2 P3S-130E 1" 3 - #10 1 - #10 - DISC SW - AUTOMATED MIX LIQUOR GATE OX. DITCH #2 AUTOMATED MIX LIQUOR GATE (06-MTR-130) OX. DITCH #2 P3S-140 2" 3 - #10 1 - #10 - EXISTING MCC-P3S PB-60 P3S-140A 2" 3 - #10 1 - #10 - PB-60 PB-53 P3S-140B 2" 3 - #10 1 - #10 - PB-53 PB-54 P3S-140C 2" 3 - #10 1 - #10 - PB-54 PB-55 P3S-140D 2" 3 - #10 1 - #10 - PB-55 DISC SW - AUTOMATED IR GATE OX. DITCH #2 P3S-140E 1" 3 - #10 1 - #10 - DISC SW - AUTOMATED IR GATE OX. DITCH #2 AUTOMATED IR GATE (06-MTR-140) OX. DITCH #2 SBA-010 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - SWBD-A VFD - AERATOR 1A SBA-010A 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - VFD - AERATOR 1A DVDT FILTER - AERATOR 1A SBA-010B 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - DVDT FILTER - AERATOR 1A POINT OF CONNECTION P3S-019A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - POINT OF CONNECTION PB-18 EXISTING CONDUITS, REPLACE CONDUCTORS P3S-019A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-18 PB-15 EXISTING CONDUITS, REPLACE CONDUCTORS P3S-019A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-15 PB-14 EXISTING CONDUITS, REPLACE CONDUCTORS P3S-019A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-14 AERATOR 1A (##-AER-###) EXISTING CONDUITS, REPLACE CONDUCTORS SBA-020 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - SWBD-A VFD - AERATOR 1B SBA-020A 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - VFD - AERATOR 1B DVDT FILTER - AERATOR 1B SBA-020B 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - DVDT FILTER - AERATOR 1B POINT OF CONNECTION P3N-012A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - POINT OF CONNECTION PB-18 EXISTING CONDUITS, REPLACE CONDUCTORS P3N-012A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-18 PB-15 EXISTING CONDUITS, REPLACE CONDUCTORS P3N-012A/B Exist 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-15 AERATOR 1B (##-AER-###) EXISTING CONDUITS, REPLACE CONDUCTORS SBA-030 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - SWBD-A VFD - AERATOR 2A SBA-030A 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - VFD - AERATOR 2A DVDT FILTER - AERATOR 2A SBA-030B 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - DVDT FILTER - AERATOR 2A PB-60 SBA-030C 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-60 PB-53 SBA-030D 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-53 PB-54 SBA-030E 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-54 PB-55 SBA-030F 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-55 PB-56 SBA-030G 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-56 AERATOR 2A (##-AER-###) SBA-040 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - SWBD-A VFD - AERATOR 2B SBA-040A 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - VFD - AERATOR 2B DVDT FILTER - AERATOR 2B SBA-040B 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - DVDT FILTER - AERATOR 2B PB-60 SBA-040C 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-60 PB-53 SBA-040D 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-53 PB-54 SBA-040E 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-54 PB-55 SBA-040F 3" (qty: 2) 2 sets of 3 - 350 kcmil 2 sets of 1 - 4/0 - PB-55 AERATOR 2B (##-AER-###) SBA-050 TBD TBD TBD - SWBD-A ACTIVE HARMONIC FILTER (AHF-2) TBD BY VFD VENDOR PC1S-070 1" 3 - #8 1 - #6 - EXISTING MCC-C1S PB-57 PC1S-070A 1" 3 - #8 1 - #6 - PB-57 PB-58 PC1S-070B 1" 3 - #8 1 - #6 - PB-58 MPZ-CHEM P2S-080 2" 3 - #10 1 - #10 - EXISTING MCC-P2S PB-59 P2S-080A 2" 3 - #10 1 - #10 - PB-59 PB-60 P2S-080B 2" 3 - #10 1 - #10 - PB-60 DISC SW - AUTOMATED MIX LIQUOR GATE INFLUENT SPLITTER BOX P2S-080C 2" 3 - #10 1 - #10 - DISC SW - AUTOMATED MIX LIQUOR GATE INFLUENT SPLITTER BOX AUTOMATED MIX LIQUOR GATE INFLUENT SPLITTER BOX (##-MTR-###) P2S-090 2" 3 - #10 1 - #10 - EXISTING MCC-P2S PB-59 P2S-090A 2" 3 - #10 1 - #10 - PB-59 PB-60 P2S-090B 2" 3 - #10 1 - #10 - PB-60 DISC SW - AUTOMATED IR GATE INFLUENT SPLITTER BOX P2S-090C 2" 3 - #10 1 - #10 - DISC SW - AUTOMATED IR GATE INFLUENT SPLITTER BOX AUTOMATED IR GATE INFLUENT SPLITTER BOX (##-MTR-###)

APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETS

REVISIONS
TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E3.2.dwg - Tab: E3.2 - by jseo on 12/08/25 at 6:33:10 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E3.2 ----

CONTROL CONDUIT
SCHEDULE I CONTROL CONDUIT WIRE SCHEDULE CONDUIT WIRE FROM TO REMARKS NO. SIZE CONTROL GROUND C3N-XXXX 1'' 2 - ETH - MCC-P3N PLC-6-OX MIXER 2A & MIXER 2B C3N-XXXX 2'' 32 - #14 2 - #12 PLC-6-OX IPB-53 MIXER 2A & MIXER 2B C3N-XXXX 2'' 32 - #14 2 - #12 IPB-54 IPB-55 MIXER 2A & MIXER 2B C3N-XXXX 2'' 16 - #14 1 - #12 IPB-55 MIXER 2B TRANSITION TO EXPOSED CONDUITS AND USE J-BOXES AS NEEDED. USE PVC COATED RMC IN CLASSIFIED LOCATIONS C3N-XXXX 2'' 16 - #14 1 - #12 IPB-55 IPB-56 MIXER 2A C3N-XXXX 2'' 16 - #14 1 - #12 IPB-56 MIXER 2A TRANSITION TO EXPOSED CONDUITS AND USE J-BOXES AS NEEDED. USE PVC COATED RMC IN CLASSIFIED LOCATIONS C3S-040A 3/4'' 2 - #14 - TEMP SWTICH (TM) RAS PUMP #4 DS RAS PUMP #4 C3S-040B 1'' 12 - #14 1 - #12 PLC-6 07-LCP-040 RAS PUMP #4 C3S-040C 3/4'' 2 - #14 - 07-LCP-040 PSH RAS PUMP #4 C3S-040D 3/4'' 1-ETH - MCC-P3S PLC-6 RAS PUMP #4 VFD C3S-080A 3/4'' 2 - #14 - TEMP SWTICH (TM) RAS PUMP #5 DS RAS PUMP #5 C3S-080B 1'' 12 - #14 1 - #12 PLC-6 07-LCP-040 RAS PUMP #5 C3S-080C 3/4'' 2 - #14 - 07-LCP-040 PSH RAS PUMP #5 C3S-080D 3/4'' 1-ETH - MCC-P3S PLC-6 RAS PUMP #5 VFD C3S-090A 3/4'' 2 - #14 - TEMP SWTICH (TM) SCUM PUMP #3 DS SCUM PUMP #3 C3S-090B 3/4'' 6 - #14 - LEVEL SWITCHES 06-LCP-090 SCUM PUMP #3 C3S-090C 1'' 14 - #14 - MCC-P3S 06-LCP-090 THRU IPB-53 C3S-090D 1'' 10 - #14 - MCC-P3S PLC-6 SCUM PUMP #3 C3S-100A 3/4'' 2 - #14 - TEMP SWTICH (TM) SCUM PUMP #4 DS SCUM PUMP #4 C3S-100B 3/4'' 6 - #14 - LEVEL SWITCHES 06-LCP-090 SCUM PUMP #4 C3S-100C 1'' 14 - #14 - MCC-P3S 06-LCP-090 THRU IPB-53 C3S-100D 1'' 10 - #14 - MCC-P3S PLC-6 SCUM PUMP #4 C3S-110A 3/4'' 2 - #14 - TEMP SWTICH (TM) SLUDGE COLLECTOR DRIVE #3 DS SLUDGE COLLECTOR DRIVE #3 THRU IPB-53 C3S-110B 3/4'' 2 - #14 - TORQUE (XSHA) 06-LCP-110 SLUDGE COLLECTOR DRIVE #3 THRU IPB-53 C3S-110C 3/4'' 2 - #14 - TORQUE (XSHB) 06-LCP-110 SLUDGE COLLECTOR DRIVE #3 THRU IPB-53 C3S-110D 3/4'' 2 - #14 - SHEAR PIN (XSHH) 06-LCP-110 SLUDGE COLLECTOR DRIVE #3 THRU IPB-53 C3S-110E 3/4'' 2 - #14 - ZC 06-LCP-110 SLUDGE COLLECTOR DRIVE #3 THRU IPB-53 C3S-110F 3/4'' 14 - #14 - MCC-P3S 06-LCP-110 SLUDGE COLLECTOR DRIVE #3 THRU IPB-53 C3S-110G 3/4'' 10 - #14 - MCC-P3S PLC-6 SLUDGE COLLECTOR DRIVE #3 C3S-120A 3/4'' 2 - #14 - TEMP SWTICH (TM) SLUDGE COLLECTOR DRIVE #3 DS SLUDGE COLLECTOR DRIVE #4 THRU IPB-53 C3S-120B 3/4'' 2 - #14 - TORQUE (XSHA) 06-LCP-110 SLUDGE COLLECTOR DRIVE #4 THRU IPB-53 C3S-120C 3/4'' 2 - #14 - TORQUE (XSHB) 06-LCP-110 SLUDGE COLLECTOR DRIVE #4 THRU IPB-53 C3S-120D 3/4'' 2 - #14 - SHEAR PIN (XSHH) 06-LCP-110 SLUDGE COLLECTOR DRIVE #4 THRU IPB-53 C3S-120E 3/4'' 2 - #14 - ZC 06-LCP-110 SLUDGE COLLECTOR DRIVE #4 THRU IPB-53 C3S-120F 3/4'' 14 - #14 - MCC-P3S 06-LCP-110 SLUDGE COLLECTOR DRIVE #4 THRU IPB-53 C3S-120G 3/4'' 10 - #14 - MCC-P3S PLC-6 SLUDGE COLLECTOR DRIVE #4 C3S-130A 1'' 8 - #14 - MCC-P3S IPB-53 AUTOMATED MIXED LIQUOR 06-LCP-130 OX. DITCH #2 C3S-130B 1'' 8 - #14 - IPB-53 IPB-54 AUTOMATED MIXED LIQUOR 06-LCP-130 OX. DITCH #2 C3S-130C 1'' 8 - #14 - IPB-54 IPB-55 AUTOMATED MIXED LIQUOR 06-LCP-130 OX. DITCH #2 C3S-130D 1'' 8 - #14 - IPB-55 06-LCP-130 AUTOMATED MIXED LIQUOR 06-LCP-130 OX. DITCH #2 C3S-130E 1'' 10 - #14 - MCC-P3S PLC-6 AUTOMATED MIXED LIQUOR 06-LCP-130 OX. DITCH #2 C3S-140A 1'' 8 - #14 - MCC-P3S IPB-53 AUTOMATED IR GATE 06-LCP-140 OX DITCH #2 C3S-140B 1'' 8 - #14 - IPB-53 IPB-54 AUTOMATED IR GATE 06-LCP-140 OX DITCH #2 C3S-140C 1'' 8 - #14 - IPB-54 IPB-55 AUTOMATED IR GATE 06-LCP-140 OX DITCH #2 C3S-140D 1'' 8 - #14 - IPB-55 06-LCP-140 AUTOMATED IR GATE 06-LCP-140 OX DITCH #2 C3S-140E 1'' 10 - #14 - MCC-P3S PLC-6 AUTOMATED IR GATE 06-LCP-140 OX DITCH #2 S3N-150 2'' 16 - #12 - PLC-6-OX JB-150 EXISTING CONDUITS/NEW CONDUCTORS S3N-150A 1'' 2 - #12 - JB-150 AERATOR #1A TEMP SWITCH (TM) EXISTING CONDUITS/NEW CONDUCTORS

APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETS

REVISIONS
TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E3.3.dwg - Tab: E3.3 - by jseo on 12/10/25 at 10:54:26 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E3.3 ----

CONTROL CONDUIT
SCHEDULE II CONTROL CONDUIT WIRE SCHEDULE CONDUIT WIRE FROM TO REMARKS NO. SIZE CONTROL GROUND S3N-150B 1'' 2 - #12 1 - #12 JB-150 AERATOR #1A MOTOR HEATER EXISTING CONDUITS/NEW CONDUCTORS S3N-150C 2'' 10 - #12 - JB-150 AERATOR #1A XX-LCP-XXX EXISTING CONDUITS/NEW CONDUCTORS S3N-150D 1'' 1 - ETH - AERATOR #1A VFD PLC-6-OX S3N-160 2'' 16 - #12 - PLC-6-OX JB-150 EXISTING CONDUITS/NEW CONDUCTORS S3N-160A 1'' 2 - #12 - JB-150 AERATOR #1B TEMP SWITCH (TM) EXISTING CONDUITS/NEW CONDUCTORS S3N-160B 1'' 2 - #12 1 - #12 JB-150 AERATOR #1B MOTOR HEATER EXISTING CONDUITS/NEW CONDUCTORS S3N-160C 2'' 10 - #12 - JB-150 AERATOR #1B XX-LCP-XXX EXISTING CONDUITS/NEW CONDUCTORS S3N-160D 1'' 1 - ETH - AERATOR #1B VFD PLC-6-OX S3N-170 2'' 16 - #12 - PLC-6-OX JB-150 J-BOX INSIDE ELECTRICAL ROOM S3N-170A 1'' 2 - #12 - JB-150 AERATOR #1A TEMP SWITCH (TM) THRU IPB-53 - IPB-56 S3N-170B 1'' 2 - #12 1 - #12 JB-150 AERATOR #1A MOTOR HEATER THRU IPB-53 - IPB-56 S3N-170C 2'' 10 - #12 - JB-150 AERATOR #1A XX-LCP-XXX THRU IPB-53 - IPB-56 S3N-170D 1'' 1 - ETH - AERATOR #1A VFD PLC-6-OX S3N-180 2'' 16 - #12 - PLC-6-OX JB-150 J-BOX INSIDE ELECTRICAL ROOM S3N-180A 1'' 2 - #12 - JB-150 AERATOR #1B TEMP SWITCH (TM) THRU IPB-53 - IPB-55 S3N-180B 1'' 2 - #12 1 - #12 JB-150 AERATOR #1B MOTOR HEATER THRU IPB-53 - IPB-55 S3N-180C 2'' 10 - #12 - JB-150 AERATOR #1B XX-LCP-XXX THRU IPB-53 - IPB-55 S3N-180D 1'' 1 - ETH - AERATOR #1B VFD PLC-6-OX C3N-080 1'' 8 - #14 - MCC-P3N IPB-53 AUTOMATED MIXED LIQUOR ##-LCP-### OX. DITCH #1 C3N-080A 1'' 8 - #14 - IPB-53 IPB-54 AUTOMATED MIXED LIQUOR ##-LCP-### OX. DITCH #1 C3N-080B 1'' 8 - #14 - IPB-54 IPB-55 AUTOMATED MIXED LIQUOR ##-LCP-### OX. DITCH #1 C3N-080C 1'' 8 - #14 - IPB-55 ##-LCP-### AUTOMATED MIXED LIQUOR ##-LCP-### OX. DITCH #1 C3N-080D 1'' 10 - #14 - MCC-P3S PLC-6 AUTOMATED MIXED LIQUOR ##-LCP-### OX. DITCH #1 C3N-090 1'' 8 - #14 - MCC-P3N IPB-53 AUTOMATED IR GATE ##-LCP-### OX DITCH #1 C3N-090A 1'' 8 - #14 - IPB-53 IPB-54 AUTOMATED IR GATE ##-LCP-### OX DITCH #1 C3N-090B 1'' 8 - #14 - IPB-54 IPB-55 AUTOMATED IR GATE ##-LCP-### OX DITCH #1 C3N-090C 1'' 8 - #14 - IPB-55 ##-LCP-### AUTOMATED IR GATE ##-LCP-### OX DITCH #1 C3N-090D 1'' 10 - #14 - MCC-P3S PLC-6 AUTOMATED IR GATE ##-LCP-### OX DITCH #1 C2S-080 1'' 8 - #14 - MCC-C2S IPB-59 AUTOMATED MIXED LIQUOR ##-LCP-### INFLUENT SPLITTER BOX C3N-080A 1'' 8 - #14 - IPB-59 IPB-60 AUTOMATED MIXED LIQUOR ##-LCP-### INFLUENT SPLITTER BOX C3N-080B 1'' 8 - #14 - IPB-60 ##-LCP-### AUTOMATED MIXED LIQUOR ##-LCP-### INFLUENT SPLITTER BOX C3N-080C 1'' 10 - #14 - MCC-P3S PLC-5 AUTOMATED MIXED LIQUOR ##-LCP-### INFLUENT SPLITTER BOX C3N-090 1'' 8 - #14 - MCC-C2S IPB-59 AUTOMATED IR GATE ##-LCP-### INFLUENT SPLITTER BOX C3N-090A 1'' 8 - #14 - IPB-59 IPB-60 AUTOMATED IR GATE ##-LCP-### INFLUENT SPLITTER BOX C3N-090B 1'' 8 - #14 - IPB-60 ##-LCP-### AUTOMATED IR GATE ##-LCP-### INFLUENT SPLITTER BOX C3N-090C 1'' 10 - #14 - MCC-P3S PLC-5 AUTOMATED IR GATE ##-LCP-### INFLUENT SPLITTER BOX CXXX 1'' FIBER - PLC-7 (IN CHLORINE BUILDING) PLC-7-RIO (CHEM STRUCTURE) THRU IPB-57 - IPB-58

APP. DATE BY DATE NO JOB NO. C058 OF xx SHEETS

REVISIONS
TITLE
-- PROJECT ENGINEER

PREPARED BY
- R.E.E. NO.

EXP.

DRAWN
NC/BI

DESIGNED
BI

CHECKED
BI
SCALE
DATE
NOV. 2025
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY SHEET Xrefs: C058-00 36X24 ELEC.dwg
w:\C058\engineering\C058-10\sheets\C058-10-E4.0.dwg - Tab: E4.0 - by jseo on 10/20/23 at 2:40:32 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 Advanced Water Engineering
17520 Newhope Street, Suite 200
P: (714) 481-7300 | www.pacewater.com
Fountain Valley, CA 92708
JOB

CA HANFORD

HANFORD
WWTF

UPGRADES
1"
43% DESIGN - ISSUED FOR REVIEW E4.0 ----

ELECTRICAL DETAILS
2 1
2'-0"
MIN. 1'-0"
MIN.
6"
MIN. CONTROL CONDUITS - SEE ELECTRICAL PLAN FOR QUANTITY AND SIZE CALLOUT NOTES: 1 2 POWER CONDUITS - SEE ELECTRICAL PLAN FOR QUANTITY AND SIZE CONDUIT(S) NUMBER CONDUIT SCHEDULES FOR SIZE #4 REBAR CAGE @ MAX. 24" SPACING 6" WIDE 4.5 MIL THICK METAL DETECTABLE POLYESTER TAPE CONTINUOUSLY IMPRINTED ON ONE SIDE OF TAPE, "CAUTION: BURIED ELECTRIC LINE BELOW" (BLACK LETTERS ON RED BACKGROUND) CLEAN BACKFILL (COMPACT TO 95% COMPACTION) 3000 PSI CONCRETE (RED) ENCASEMENT 2'-0"
MIN. 1'-0"
MIN.
6"
MIN. 3" 7.5" MIN. 2" 2" MIN. 2"
3"
MIN. 3" 2" 3" 1'-0" MIN. MIN.

7.5"
MIN. #4/0 BC GROUNDING CONDUCTOR NOTES: 1. ALL DIMENSIONS ARE MINIMUM. SEE PLANS AND CONDUIT SCHED. 2. BARE COPPER INSTALLED PER NEC 250.52 (A)(3) AND BONDED TO GROUND RING(S) PER GROUNDING PLAN. 3. MAINTAIN 24" MINIMUM CLEARANCE FROM POWER CONDUITS AND GAS/SEWER LINES. 4. MAINTAIN 12" MINIMUM CLEARANCE FROM POWER CONDUITS AND WATER/CONTROL LINES. 5. MAINTAIN 7.5" MINIMUM FROM OTHER POWER CONDUITS, CENTER TO CENTER. 6. INSTALL CONDUIT SUPPORT EVERY 5 FEET MINIMUM. 7. REPLACE SOIL/CONCRETE WITH IN KIND MATERIAL AFTER COMPLETION. 8. TRENCHING SHALL BE DONE IN ACCORDANCE WITH NEC INFORMATIVE ANNEX B. 9. DUCTS SHALL HAVE A MINIMUM SLOPE OF 1/8 INCH PER FOOT TO ALLOW DRAINAGE TO A POINT PROVIDED WITH ACCESS (MANHOLE). 7.5" MIN.

7.5"
MIN. 24" MIN.
3 3 SP. INDICATES SPARE "UFER" GROUNDING DETAIL N.T.S.

C VFD WIRING DETAIL - TYPICAL FOR VFD MOTOR PUMPS N.T.S.

D CONDUIT DUCT BANK DETAIL - TYPICAL FOR ALL DUCT BANKS N.T.S.

A REBAR GRID CONCRETE FOUNDATION OR FOOTING SECURED TO REBAR AS REQUIRED CONNECTED TO REBAR USING EXOTHERMIC WELD OR COMPRESSION GROUND CONNECTOR #4/0 BARE COPPER CONDUCTOR 20' MINIMUM TO EXIT UNDER CONCRETE PAD 36" MIN PIGTAIL TOGROUND GRID OR SYSTEM #4 REBAR (LENGTH OF DUCT BANK) (6" LAP) (TYP 4) CONCRETE BAR SUPPORTS (TYP.) FINISHED GRADE POLE MOUNTED FLOOD LIGHT NTS B NOTE: 1. ALL LIGHT POLES SHALL HAVE AN INLINE FUSE LISTED FOR APPLICATION. 2. 6" SQUARE STEEL POLE SAND BLAST POLE TO A NEAR DARK BRONZE AND TREAT WITH AN IRON PHOSPHATE SOLUTION. APPLY TIGER DRYLAC SERIES 49 POLYESTER POWDER COAT ELECTROSTATICALLY AND CURE TO A MINIMUM 2.5 MIL. THICKNESS, OR APPROVED EQUAL. COLOR TO MATCH LIGHT FIXTURE. CEM TEC POLE OR APPROVED EQUAL. SEE STRUCTURAL PLANS FOR FOOTING DESIGN. POLE SHALL BE DESIGNED TO WITHSTAND 100MPH WIND LOAD WITH EXPOSURE 'C' 3. LED LIGHT SHALL BE DARK SKY APPROVED, FULL CUTOFF AND FULLY SHIELDED. 100,000 HOUR LED, 105W, IES TYPE IV DOWNLIGHT, 120-277V PER RAB LIGHTING #ALED4T105. (LESS PHOTO CELL) GROUND LUG BEHIND HAND HOLE METAL BASE COVER EXPOSED FOUNDATION SHALL HAVE A SMOOTH TROWEL FINISH AND PAINTED TO MATCH SCREEN WALL COLOR FINISH GRADE GND ROD TO HAND HOLE GROUNDING LUG INSTALL SCHEDULE 40 PVC CONDUIT W/ 18" FACTORY BENDS INTO CONCRETE BASE. SIZE AS SHOWN ON PLANS 3"x5" REINFORCED HAND HOLE WITH COVER 12" ABOVE BASE COVER 28'-0" 24" NEMA GFI DUPLEX RECEPTACLE WITH WEATHER PROOF COVER PER PLANS 5" SQ. 7 GAGE STEEL POLE, 25' OVERALL HEIGHT RAB LIGHTING MODEL #PS5-07-25-D2 SEE STRUCTURAL PLANS FOR FOOTING DETAILS 36" 60" Grid Scale: Multiples of mounting height, values shown in footcandles Recessed LED module and optimized reflector provide smooth light distribution with no hot spots and low glare. RAB lighting design engineers can create a custom lighting layout for your job. For free. Photometric Report #ITL79617, #ITL79623 and #ITL79629 Type IV: "Forward Throw" is especially suited for mounting on the sides of buildings and walls, and for illuminating the perimeter of parking areas. It produces a semicircular distribution. ALED4T150 (Type IV) 150W at 25' Mounting Height 2 1 0
1 2
3 4
2 1
0 1
23 4
3 2 1 0 1 2 3 Mounting Height
Multiplier 20 22 25 28 30 1.6 1.3 1.0 0.8 0.7
5 2

1.5.25

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-G1.0 TITLE SHEET.dwg - Tab: G0.0 - by mmills on 11/24/25 at 4:25:48 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G0.0
TITLE SHEET CITY OF HANFORD WASTEWATER TREATMENT PLANT UPGRADES VICINITY MAP N.T.S. HOUSTON AVE S. 11th AVE LOCATION MAP N.T.S.

S. 11th AVE HOUSTON AVE
10th AVE
9th AVE HANFORD ARMONA RD.
12th AVE IONA AVE 43 198 PROJECT LOCATION
RAILROAD PROJECT LOCATION W. LACEY BLVD 10451 SAMOA DRIVE, HUNTINGTON BEACH, CA 92646 17520 NEWHOPE STREET SUITE 200 7170 E. McDONALD DRIVE, SUITE 6, SCOTTSDALE, AZ 85253 PAUL - KOEHLER CONSULTING STRUCTURAL ENGINEERS MAKAY & SOMPS SURVEY: CONTACT: KHANH DOAN (562) 900-5862 CIVIL/PROJECT ENGINEER: PACIFIC ADVANCED CIVIL ENGINEERING (PACE) SQUARE 1 DESIGN GROUP CONSULTANTS: CONTACT: ANDREW T. KOMOR, P.E. CONTACT: JACK KOEHLER, P.E. (714) 481-7300 (480) 922-8854 STRUCTURAL ENGINEER: CITY OF HANFORD ARCHITECT: 319 N DOUTY ST CIVIC CENTER BUILDING PRINCIPAL OWNER: CONTACT: JASON RODRIGUES (559) 585-2577 APPLICABLE CODES: 2019 CBC, CMC, CPC, CFC, CEC 2019 CA GREEN BUILDING CODE 2019 ENERGY CODE PROJECT DATA: ADDRESS: 10555 HOUSTAN AVE FOUNTAIN VALLEY CA 92708 HANFORD, CA. 93230 2023 NFPA 820 PLEASANTON, CA 94588 5142 FRANKLIN DRIVE CONTACT: LENNY MARTINEZ (925) 225-0690 2019 EXISTING BUILDING CODE BENCHMARK: No. XXXXXX XXXXXX XXXX ELEVATION DESCRIPTION XX XXXX NORTHING EASTING CONTROL POINTS NOTE: BENCHMARK AND BASIS OF BEARING INFORMATION BASED ON DATA PROVIDED BY MAKAY & SOMPS. BASIS OF BEARING: THE BASIS OF BEARING FOR THIS PROJECT IS N. XX°XX'XX W., ESTABLISHED BETWEEN EXISTING SURVEY CONTROL POINTS XXX AND XXX, AS SHOWN HEREON, ESTABLISH BY RTK-GPS AND REFERENCED TO THE CALIFORNIA COORDINATE SYSTEM, ZONE X, NAVDXX ELLIPSOID, BEING A GRID BASIS.   XX XXXXXX XXXXXX XXXX XXXX XX XXXXXX XXXXXX XXXX XXXX XX XXXXXX XXXXXX XXXX XXXX

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
W:\C058\engineering\C058-10\sheets\C058-10-G1.0 TITLE SHEET.dwg - Tab: G0.1 - by jseo on 12/10/25 at 10:52:40 AM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G0.1
SHEET INDEX DRAWING INDEX Sheet Number Sheet Title GENERAL G0.0 TITLE SHEET G0.1 SHEET INDEX G0.2 GENERAL NOTES & ABBREVIATIONS G1.0 EQUIPMENT LIST I G2.0 CONSTRUCTION NOTES G3.0 DESIGN CRITERIA I G4.0 HYDRAULIC PROFILE I G4.1 HYDRAULIC PROFILE II G5.0 PROCESS FLOW DIAGRAM G6.0 COATING SPECIFICATION G7.0 PIPE SCHEDULE CIVIL C0.0 EXISTING WWTF SITE PLAN C0.1 GENERAL WWTF SITE PLAN C1.0 OVERALL SITE & HORIZONTAL CONTROL PLAN C2.0 YARD PIPING PLAN C3.0 SOUTH GRADING PLAN & SECTION C3.1 NORTH GRADING PLAN & SECTION C3.2 GRADING SECTIONS C4.0 GEOTECH BORING SITE PLAN C4.1 GEOTECH BORING RESULTS I C4.2 GEOTECH BORING RESULTS II C10.0 CIVIL DETAILS I C10.1 CIVIL DETAILS II C10.2 CIVIL DETAILS III C10.3 CIVIL DETAILS IV MECHANICAL M0.0 INFLUENT SPLITTER BOX NO. 1 AS-BUILTS M0.1 INFLUENT SPLITTER BOX I PLAN AND SECTIONS M0.2 INFLUENT SPLITTER BOX II PLAN M0.3 INFLUENT SPLITTER BOX II SECTIONS M1.0 OX DITCH NO. 1 PLAN AND SECTIONS I M1.1 OX DITCH NO. 1 PLAN AND SECTIONS II M1.2 OX DITCH NO. 2 PLAN AND SECTIONS I M1.3 OX DITCH NO. 2 PLAN AND SECTIONS II M2.0 MLSS SPLITTER BOX M3.0 SECONDARY CLARIFIER NO. 3 & NO. 4 PLAN M3.1 SECONDARY CLARIFIER NO. 3 & NO. 4 SECTIONS M3.2 RAS PUMP STATION PLAN M3.3 RAS PUMP STATION SECTION I M3.4 RAS PUMP STATION SECTIONS II M3.5 RAS SPLITTER BOX PLAN AND SECTIONS M4.0 CHEMICAL STORAGE PLAN AND SECTIONS M4.1 CHEMICAL STORAGE SECTIONS I M4.2 CCB SAMPLE RELOCATION PLAN M10.0 MECHANICAL DETAILS I M10.1 MECHANICAL DETAILS II M10.2 MECHANICAL DETAILS III M10.3 MECHANICAL DETAILS IV M10.4 MECHANICAL DETAILS V M10.5 MECHANICAL DETAILS VI M10.6 MECHANICAL DETAILS VII M10.7 MECHANICAL DETAILS VIII STRUCTURAL S0.10 GENERAL NOTES I S0.11 GENERAL NOTES II S0.12 GENERAL NOTES III S0.13 SYMBOLS & ABBREVIATIONS S0.14 SPECIAL INSPECTIONS I S0.15 SPECIAL INSPECTIONS II S0.16 SPECIAL INSPECTIONS III S0.17 SPECIAL INSPECTIONS IV S0.18 SPECIAL INSPECTIONS V S0.20 CONCRETE TYPICAL DETAILS I S0.21 CONCRETE TYPICAL DETAILS II S0.22 CONCRETE TYPICAL DETAILS III S0.23 CONCRETE TYPICAL DETAILS IV S0.30 MASONRY TYPICAL DETAILS S0.31 MASONRY TYPICAL DETAILS S0.32 STEEL TYPICAL DETAILS S1.0 OX DITCH OVERALL PLAN S1.1 OX DITCH PLAN AND SECTION - SOUTH S1.2 OX DITCH PLAN AND SECTION - NORTH S1.3 OX DITCH SECTIONS I S1.4 OX DITCH SECTIONS II S3.0 CLARIFIER PLAN S3.1 CLARIFIER SECTIONS I S4.1 CHEMICAL STORAGE BUILDING PLANS ELECTRICAL E0.0 ELECTRICAL GENERAL NOTES E0.1 LEGEND & ABBREVIATIONS E1.0 SWGR-3 SINGLE LINE DIAGRAM E1.1D MCC-P3N SINGLE LINE DIAGRAM - DEMO E1.1 MCC-P3N SINGLE LINE DIAGRAM - PROPOSED E1.2D MCC-P3S SINGLE LINE DIAGRAM - DEMO E1.2 MCC-P3S SINGLE LINE DIAGRAM I - PROPOSED E1.3 MCC-P3S SINGLE LINE DIAGRAM II - PROPOSED E1.4 SWBD-A SINGLE LINE DIAGRAM E1.5 MCC-P2S SINGLE LINE DIAGRAM E1.7 LOAD SUMMARIES E2.0 OVERALL ELECTRICAL POWER SITE PLAN E2.1 OVERALL ELECTRICAL CONTROL SITE PLAN E2.2 BUILDING NO. 3 ELECTRICAL PLAN E2.3 OXIDATION DITCH LIGHTING PLAN E2.4 CHEMICAL STRUCTURE LIGHTING PLAN E3.0 POWER CONDUIT SCHEDULE I E3.1 POWER CONDUIT SCHEDULE II E3.2 CONTROL CONDUIT SCHEDULE I E3.3 E4.0 ELECTRICAL DETAILS INSTRUMENTATION I0.0 SYMBOLS & ABBREVIATIONS I0.1 EXISTING NETWORK DIAGRAM I0.2 WWTP EXPANSION NETWORK DIAGRAM I1.0 INFLUENT SPLITTER BOX I1.1 OX DITCH NO. I I1.2 OX DITCH NO. II I1.3 OX DITCH NO. III I2.0 MLSS SPLITTER BOX I2.1 SECONDARY CLARIFIER NO. I I2.2 SECONDARY CLARIFIER NO. II I2.3 SECONDARY CLARIFIER NO. III I2.4 SECONDARY CLARIFIER NO. IV I3.0 CHLORINE CONTACT BASIN I3.1 CHEMICAL STORAGE I3.2 CHEMICAL DOSING I4.0 RAS PUMPS NO. I, II, & III I4.1 RAS PUMPS NO. IV & V I4.2 RAS SPLITTER BOX

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-G1.0 TITLE SHEET.dwg - Tab: G0.2 - by mmills on 11/24/25 at 4:25:48 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 34XX LEGEND DECOMPOSED GRAVEL FILL CONCRETE CONSTRUCTION NOTES INCL. FITTINGS, VALVES & MISC. EQUIPMENT (SEE THE SAME SHT.) ASPHALT BACKFILL ENGINEERED BACKFILL DEMO EXISTING 1' CONTOUR THRUST BLOCK ABBREVIATIONS MANHOLE OR MAINTENANCE HOLE ELEVATION EXHAUST EACH WAY EQUIPMENT EACH FACE END OF CURVE EACH EXISTING EDGE OF PAVEMENT ECCENTRIC EXH EQUIP EXEWEPELECC EFECEA NORMALLY OPEN NORTHING NORMAL WATER LEVEL NORMALLY CLOSED NOT TO SCALE MILLION GALLONS PER DAY MILLIGRAMS PER LITER MISCELLANEOUS MINIMUM, MINUTE MECHANICAL JOINT

NN/O N/C NTS NWL MGD MJ MG/L MISC MIN MH CHLORINATED POLYVINYL CHLORIDE DRAWING DISSOLVED OXYGEN DIAMETER DETAILS DROP INLET COLD WATER CENTER CHECK VALVE CYLINDER DISSOLVED AIR FLOATATION ELECTRICAL DUCTILE IRON PIPE DWG DIA DTL DIP DO

ECTR CYL DAF DI CVCW CHUCK COUPLING CUBIC FOOT PER SECOND CLEANOUT TO GRADE CUBIC FOOT PER HOUR CUBIC FOOT PER MINUTE CONCRETE MASONRY UNIT CLEANOUT CONSTRUCTION BOTTOM OF SURFACE BEGIN VERTICAL CURVE CPLG CMU COTG CONST CPVC COCFH CFM CFS BOS BVC CH MECHANICAL MOTOR CONTROL CENTER LOW WATER LEVEL LOW PRESSURE JUNCTION BOX POUNDS MAXIMUM MANUFACTURER INVERT POUNDS PER DAY LOW WATER SURFACE LINEAR FEET MCC MECH LWL MAX MFR LWS LPJBLBS INV LBS/D LF INFLUENT IRRIGATION INF IRR ARCH ARCHITECTURAL AIR RELEASE VALVE BUILDING BEGINNING OF CURVE BLIND FLANGE BEAM, BENCHMARK AIR VACUUM VALVE AUTOMATIC AUXILIARY ALARM WATER SURFACE BO BLOWOFF BLDG BFBMBCARV AVAUX AUTO AWS APPROXIMATELY AIR CONDITIONER ASPHALT CONCRETE AGGREGATE BASE APPROX A/C ACAB FLOOR DRAIN FLEXIBLE COUPLING FDFC REVOLUTIONS PER MINUTE REMOVE AND RELOCATE (REINSTALL) REMOVE AND SAVE (SALVAGE) RETURN ACTIVATED SLUDGE R&R

SSCH R&W R&S R/WRPM REQ'D RAS RED RQMT REMOVE AND WASTE RIGHT OF WAY SANITARY SEWER SCHEDULE REQUIREMENT REQUIRED REDUCER PRESSURE SWITCH, PIPE SUPPORT POUNDS PER SQUARE INCH PRESSURE REGULATING POWER POLE, PIPE PENETRATION NET POSITIVE SECTION HEAD POINT OF REVERSE CURVE PVMT PSPSI PVRPVC PRV PRFV PPPI POPRC PLUG VALVE POLYVINYL CHLORIDE PAVEMENT RADIUS PRESSURE RELIEF VALVE POINT OF INTERSECTION PUSH ON PGOCODNPSH PRESSURE GAUGE OUTSIDE DIAMETER ON CENTER SS SLOPE EFF EFFLUENT CATV CABLE TELEVISION RW RECLAIMED WATER PW POTABLE WATER D DRAIN (REDUCING) VALVE ADF AVERAGE DAY FLOW MMADF MAX MONTH AVERAGE DAY FLOW BTM BOTTOM SSMH SANITARY SEWER MANHOLE BEG BEGIN 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS AND PIPE APPURTENANCES REQUIRED FOR PROPER INSTALLATION AND SHALL ACCOUNT FOR ADEQUATE LAY LENGTH. THIS INCLUDES PROVIDING THE NECESSARY FLANGE ADAPTERS NEEDED FOR PROPER CONNECTION. 2. ALL DUCTILE IRON PIPE SHALL BE CLASS 350. ALL PIPE AND PIPE APPURTENANCES SHALL BE CEMENT MORTAR LINED AND COAL TAR EPOXY COATED. ALL UNDERGROUND DUCTILE IRON PIPING SHALL BE POLYETHYLENE WRAPPED. ALL BOLTS AND NUT FASTENERS SHALL BE 316 SST REGARDLESS OF LOCATION U.N.O. 3. CONTRACTOR SHALL INSTALL ALL IRON PIPE AND FITTINGS PER APPLICABLE AWWA REQUIREMENTS. 4. ALL DAMAGED LINER AND COATING SHALL BE REPAIRED IN THE FIELD. 5. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE LINES AT THE PROPOSED CONNECTION POINTS AND VERIFY HORIZONTAL LOCATION, ELEVATION, MATERIAL OF CONSTRUCTION, AND SIZE. DIMENSIONS OF STRUCTURES, PIPING, AND COMPONENTS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO PROVIDE AND INSTALL PIPE SUPPORTS PER MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. ALL DRY AREA PIPE SUPPORTS SHALL BE GALVANIZED STEEL U.N.O. 7. ALL PROCESS PIPES SHALL BE COLOR COATED PER THE SPECIFICATIONS BELOW WITH THE EXCEPTION OF STAINLESS STEEL PIPES. ALL ABOVE GROUND PIPES SHALL ALSO BE OUTFITTED WITH A FLOW DIRECTION ARROW AND COLOR CODED LABELS. 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR EACH EQUIPMENT ITEM PRIOR TO INSTALLATION. INSTALLATION DETAILS FOR ALL EQUIPMENT ITEMS SHALL BE PER RESPECTIVE EQUIPMENT MANUFACTURER'S SHOP DRAWINGS AND RECOMMENDED INSTALLATION REQUIREMENTS. 9. GROOVE FITTINGS MAY BE USED IN LIEU OF FLANGE FITTINGS FOR ALL ABOVE GROUND D.I. PIPING. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY PIPING AND EQUIPMENT NEEDED FOR PROCESS ISOLATION, BYPASS, AND TRANSITION. 11. ALL YARD PIPING SHALL BE SURVEYED AT ALL FITTINGS PRIOR TO BACKFILL. CONSTRUCTION NOTES G0.2

GENERAL NOTES &

ABBREVIATIONS

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
W:\C058\engineering\C058-10\sheets\C058-10-G1.5 DESIGN CRITERIA_Temp.dwg - Tab: G3.0 - by jseo on 12/09/25 at 10:04:47 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G3.0 ----
DESIGN CRITERIA DESCRIPTION UNIT OXIDATION DITCH #1 OXIDATION DITCH #2 COMBINED FLOW Split 43% 57% 100% AVERAGE MONTH DAILY FLOW (AMDF) MGD 3.4 4.6 8.0 MAXIMUM MONTH DAILY FLOW (MMDF) MGD 3.8 5.0 8.8 FIVE DAY BIOCHEMICAL OXYGEN DEMAND (BOD) BOD5 CONCENTRATION @ AMDF MG/L 413 413 413 BOD5 CONCENTRATION @ MMDF MG/L 350 350 350 BOD5 LOADING @ AMDF LBS/D 11,800 15,700 27,600 BOD5 LOADING @ MMDF LBS/D 11,000 14,600 25,700 TOTAL SUSPENDED SOLIDS (TSS) TSS CONCENTRATION MG/L 300 300 300 TSS LOADING @ AMDF LBS/D 8,600 11,400 20,000 TSS LOADING @ MMDF LBS/D 9,500 12,600 22,000 TOTAL KJEDAHL NITROGEN (TKN) TKN CONCENTRATION @ AMDF MG/L 68 68 68 TKN CONCENTRATION @ MMDF MG/L 42 42 42 NH3 CONCENTRATION @ AMDF MG/L 57 57 57 NH3 CONCENTRATION @ MMDF MG/L 35 35 35 TKN LOADING @ AMDF LBS/D 2,000 2,600 4,500 TKN LOADING @ MMDF LBS/D 1,300 1,800 3,100 NH3 CONCENTRATION @ AMDF LBS/D 1,000 1,300 2,300 NH3 CONCENTRATION @ MMDF LBS/D 1,100 1,500 2,600 TOTAL DISOLVED SOLIDS (TDS) TDS CONCENTRATION MG/L +/- 1000 TREATMENT OBJECTIVES BOD5 (MONTHLY AVG.) MG/L < 40 TSS MG/L < 40 TOTAL NITROGEN (FLOW-WEIGHTED MONTHLY AVG.) MG/L < 10 pH - 6.5-9.0 DESCRIPTION UNIT OXDATION DITCH #1 UPGRADED OXIDATION DITCH #1 PROPOSED OXIDATION DITCH #2 COMBINED OXIDATION DITCH BIOLOGICAL REACTOR NUMBER OF DITCHES QTY 1 1 1 2 MIXED LIQUOR SUSPENDED SOLIDS (MLSS) CONC. MG/L 4000 4000 4000 4000 LENGTH FT 440 440 409 849 WIDTH FT 91 91 68 159 MAXIMUM LIQUID DEPTH FT 15 15 19 RADIUS OF HALF CIRCLE (HC) FT 45 45 28 LENGTH WITHOUT HC FT 350 350 350 700 AREA OF THE DITCH SF 46,534 46,534 30,275 76809 WALL TYPE SLOPE 45 45 90 HALF RADIUS OF SEGMENTED CONE TOP (R) FT 45 45 N/A HALF RADIUS OF SEGMENTED CONE BOTTOM (r) FT 28 28 N/A CENTERLINE WALL VOLUME CF 5,327 5,327 6,747 12,074 ANOXIC WALL VOLUME CF 2,610 2,610 2,610 5,220 CROSS SECTION AREA (HALF OF DITCH) SF 514 514 646 VOLUME OF MIDDLE CHANNEL (WITHOUT HC) CF 359,800 359,800 452,200 812,000 VOLUME OF BOTH HC CF N/A N/A 93,594 VOLUME OF EACH SEGMENTED CONE CF 31,958 31,958 N/A TOTAL VOLUME (CF) CF 415,779 415,779 536,437 952,216 TOTAL VOLUME (MG) MG 3.11 3.11 4.01 7.12 FLOW CAPACITY @ AMDF MGD 3.1 3.5 4.5 8.0 FLOW CAPACITY @ MMDF MGD 3.1 3.8 5.0 8.8 SRT @ AMDF DAYS 18.0 11.0 11.0 11.0 SRT @ MMDF DAYS 18.0 12.0 12 12 HRT @ AMDF HRS 24.2 21 21 21 HRT @ MMDF HRS 24.2 19 19 19 ANOXIC ZONES NUMBER OF BASINS PER DITECH QTY 1.0 1.0 1.0 2.0 MAXIMUM LIQUID DEPTH FT 15.0 15.0 19.0 17.0 MAX ANOXIC VOLUME (10% OF DITCH) MG 0.3 0.3 0.4 0.7 HRT @ AMDF (10% OF DITCH) HR 2.4 2.1 2.1 2.1 HRT @ MMDF (10% OF DITCH) HR 2.4 1.9 1.9 1.9 AEROBIC ZONES NUMBER OF BASINS PER DITECH QTY 1.0 1.0 1.0 2.0 MAXIMUM LIQUID DEPTH FT 15.0 15.0 19.0 17.0 MAX AEROBIC VOLUME (90% OF DITCH) MG 2.8 2.8 3.6 6.4 HRT @ MMDF (90% OF DITCH) HR 21.7 17.5 17.5 17.5 SURFACE AERATOR NUMBER OF UNITS (TOTAL) QTY 2 2
2 4 HORSEPOWER EACH HP 200 200 250 800 DESCRIPTION UNIT EXISTING CLARIFIERS PROPOSED CLARIFIERS COMBINED SECONDARY CLARIFIER NUMBER EA 2.00 2.00 4.00 SLUDGE REMOVAL MECHANISM TYPE SCRAPPER (SPIRAL) SCRAPPER (SPIRAL) DIAMETER FT 85.00 85.00 SIDE WATER DEPTH FT 14.00 14.00 14.00 SURFACE AREA PER CLARIFIER SF 5674.50 5674.50 5675.00 TOTAL SURFACE AREA SF 11349.00 11349.00 22698.01 VOLUME PER CLARIFIER MG 0.59 0.59 2.38 TOTAL VOLUME MG 1.19 1.19 2.38 AVERAGE MONTH DAILY FLOW (AMDF) MGD 4.00 4.00 8.00 MAXIMUM MONTH DAILY FLOW (MMDF) MGD 4.40 4.40 8.80 EACH CLARIFIER RECEIVING VOLUME @ AMDF MGD 2.00 2.00 8.00 EACH CLARIFIER RECEIVING VOLUME @ MMDF MGD 2.20 2.20 8.80 SURFACE OVERFLOW RATE IN EACH CLARIFIER @ AMDF GPD/SF 352.45 352.45 352.45 SURFACE OVERFLOW RATE IN EACH CLARIFIER @ MMDF GPD/SF 387.70 387.70 387.70 WEIR LENGTH OF EACH CLARIFIER FT 267.04 267.04 1068.14 WEIR FLOW FROM EACH CLARIFIER @AMDF GPD/FT 7489.64 7489.64 7489.64 WEIR FLOW FROM EACH CLARIFIER @MMDF GPD/FT 8238.61 8238.61 8238.61 MIXED LIQUOR SUSPENDED SOLIDS (MLSS) CONC. @AMDF MG/L 4860.00 4860.00 4860.00 MIXED LIQUOR SUSPENDED SOLIDS (MLSS) CONC. @MMDF MG/L 4336.00 4336.00 4336.00 SOLIDS LOADING @ AMDF LBS/DAY/SF 14.29 14.29 14.29 SOLIDS LOADING @ MMDF LBS/DAY/SF 14.02 14.02 14.02 DETENTION TIME @ AMDF HRS 7.13 7.13 7.13 DETENTION TIME @ MMDF HRS 6.48 6.48 6.48 DESCRIPTION UNIT EXISTING RAS/WAS PROPOSED RAS/WAS RAS EXISTING NUMBER OF RAS/WAS PUMPS EA 2 +1 STANDBY 2 +1 STANDBY PROPOSED NUMBER OF RAS/WAS PUMPS EA 4+1 STANDBY 5 STANDBY EACH PUMP CAPACITY MGD 1.73 1.87 EXISTING TOTAL PUMP CAPACITY MGD 3.74 3.74 PROPOSED TOTAL PUMP CAPACITY MGD 7.48 9.35 AVG RAS RATE COMPARED TO INFLUENT % 75-125 75-125 RAS FLOW @ AMDF (75% RATE) MGD 6.00 6.00 RAS FLOW @ MMDF (75% RATE) MGD 6.60 6.60 RAS FLOW @ AMDF (125% RATE) MGD 10.00 10.00 RAS FLOW @ MMDF (125% RATE) MGD 11.00 11.00 WAS ACTIVATED SLUDGE (WAS) CONCENTRATION @ AMDF MG/L 11108.00 11108.00 WAS ACTIVATED SLUDGE (WAS) CONCENTRATION @ MMDF MG/L 9907.00 9907.00 WAS PRODUCTION @ AMDF LBS/DAY 13163.00 13163.00 WAS PRODUCTION @ MMDF LBS/DAY 13166.00 13166.00 WAS FLOW RATE @ AMDF MGD 0.14 0.14 WAS FLOW RATE @ MMDF MGD 0.16 0.16 DESCRIPTION UNITS EXISTING BASIN CHLORINE CONTACT BASIN NUMBER OF BASINS UNITS 2 NUMBER OF CHANNELS EACH BASIN UNITS 5.00 STRAIGHT LENGTH OF CHANNEL BASIN FT 145.00 WIDTH OF EACH CHANNEL FT 6.00 RADIUS OF HALF CIRCLE FT 6.00 CONTACT BASIN WATER DEPTH FT 8.00 TOTAL WATER PATH LENGTH EACH BASIN FT 800 CONTACT BASIN SURFACE AREA EACH BASIN SF 4,802 EACH CONTACT BASIN VOLUME MG 0.29 TOTAL VOLUME MG 0.57 CHLORINE RESIDUAL mg/L 5.00 BAFFLING FACTOR UNITLESS 0.70 AVERAGE MONTH DAILY FLOW (AMDF) MGD 8.00 MAXIMUM MONTH DAILY FLOW (MMDF) MGD 8.80 TOTAL DETENTION TIME @ AMDF MIN 103.45 TOTAL DETENTION TIME @ MMDF MIN 94.05 EFFECTIVE TIME MIN 72.42 CT mg-MIN/L 517.27

962 960 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1012 1014 1016 1018 1020 1022 42"Ø TO 36"Ø PIPE INV. EL. 994.38' EL. 990.88' FIXED WEIR EL. 1000.12' 1004 1006 1008 1010 F.F.E. 974.41' T.O.S. 1005.82' F.F.E. 982.42' T.O.S. 1002.07' H.W.L. 999.60' W.S.L. 1002.57' W.S.L. 1004.62' T.O.S. 1008.15' W.S.L. 1004.64' F.F.E. 1002.57' W.S.L. 1005.19' 48"Ø PIPE INV. EL. 978.41' W.S.L. 978.07' EXISTING INFLUENT SPLITTER BOX GRIT CHAMBER 24"Ø TO OXIDATION DITCH #1 962 960 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 F.F.E. 986.07' H.W.L. 1000.61' W.S.L. 1001.07' 36"Ø TO 42"Ø PIPE INV. E.L. 987.57' E.L. 1000.88' W.S.L. 1002.11' T.O.S. 1005.57' EL. 987.42' F.F.E. 1000.57'F.F.E. 989.87' W.S.L. 1002.97' INFLUENT PUMP STATION MECHANICAL BAR SCREEN INFLUENT PIPE T.O.W. 998.07' PARSHALL FLUME H.W.L. 999.46' 42"Ø TO INFLUENT SPLITTER BOX H.W.L. 1000.53' W.S.L. 1003.65' T.O.S. 1002.07' ACTUATED V-NOTCH WEIR (TYP. OF 2) BOTTOM OF THE WEIR ELEV. 999.72' PEAK: 10.0 MGD AVG: 5.0 MGD PEAK: 7.6 MGD AVG: 3.8 MGD PEAK: 17.6 MGD AVG: 8.8 MGD PEAK: 26.7 MGD AVG: 15.0 MGD M EXPANDED INFLUENT SPLITTER BOX L.W.L. 998.31' L.W.L. 1000.33' L.W.L. 998.31' L.W.L. 1000.43' 30"Ø TO OXIDATION DITCH #2 962 960 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-2D-HYDRAULIC PROFILE.dwg w:\C058\engineering\C058-10\sheets\C058-10-G4.0 HYDRAULIC PROFILE.dwg - Tab: G4.0 - by mmills on 11/21/25 at 11:10:47 AM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G4.0 ----
HYDRAULIC PROFILE I NOTES: 1. LOCATIONS OF EXISTING UTILITIES IS APPROXIMATE BASED ON 2001 HANFORD WWTP AS-BUILTS. THE CONTRACTOR SHALL, AT A MINIMUM, POTHOLE ALL PROPOSE CONNECTIONS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY THE ENGINEER OF ANY DISCREPANCIES. 2. ALL PROJECT ELEVATION HAVE BEEN RAISED 779.0± FEET FROM SURVEY PROVIDED BY MACKAY & SOMPS, DATED AUGUST 2023, SUCH THAT THE EXISTING WEST DITCH TOP OF WALL = 1000.00'. CONTRACTOR SHALL BE AWARE THAT SETTLEMENT IS EXPECTED DURING CONSTRUCTION. *DRAWING NOT TO SCALE

962 960 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 T.O.S. 996.57' RAS / WAS PUMP STATION F.F.E. 983.07' ACTUATED GATE BOTTOM OF THE WEIR ELEV. 997.20' H.W.L. 997.97' SAW TOOTH WEIR EL. 995.02' F.F.E. 972.57' T.O.W. 1000.00' EXISTING SECONDARY CLARIFIER (TYP OF 4.) OXIDATION DITCH MLSS SPLITTER CROSS #2 H.W.L. 996.63' H.W.L. 995.35' W.S.L. 995.13' 24"Ø EFFLUENT TO CHLORINE CONTACT TANK INV. EL. 984.07' OXIDATION DITCH #1 T.O.W 1000.00' F.F.E. 983.00' F.F.E. 986.00' 36" Ø TO MLSS SPLITTER BOX INV. EL. 988.57' T.O.W. 1000.00' F.F.E. 979.00' F.F.E. 986.00' F.F.E. 982.07' T.O.S. 999.07' INFLUENT & RAS BOX 24" Ø RAS PIPE INV. EL. 989.66' INFLUENT & RAS BOX AEROBIC ZONE 30" Ø INV. EL 988.57' 18" Ø RAS PIPE INV. EL. 989.66' 8"Ø WAS PIPE INV. EL. 990.34' 18"Ø RAS PIPE 10"Ø RAS FROM INV. EL. 989.51' CLARIFIERS INV. EL 981.07' 12"Ø RAS/WAS PIPE INV. EL. 973.57' T.O.S. 998.07' LAUNDER EL. 991.99' 30"Ø MLSS TO SECONDARY CLARIFIERS 983.07' 30"Ø PIPE INV. EL. 973.57' RAS / WAS SPLITTER BOX 48"Ø MLSS FROM OXIDATION DITCH INV. EL. 974.82' WIER (TYP. OF 4) EL. 996.01' F.F.E. 986.00' 36" Ø TO MLSS SPLITTER BOX 30" Ø INV. EL. 988.57' INV. EL 988.57' AEROBIC ZONE F.F.E. 982.00' 24" INFLUENT PIPE INV. EL. 989.66' 30" INFLUENT PIPE INV. EL. 989.66' FUTURE WEST OXIDATION DITCH NOT SHOWN OX. #2 H.W.L. 1000.57' OX. #2 L.W.L. 998.21' H.W.L. 998.44' PEAK: 8.8 MGD AVG: 4.4 MGD PEAK: 13.2 MGD AVG: 6.6 MGD PEAK: 17.6 MGD AVG: 8.8 MGD H.W.L. 996.95' H.W.L. 996.87' PEAK: 4.4 MGD AVG: 2.2 MGD PEAK: 17.6 MGD AVG: 6.6 MGD F.F.E. EL. 989.66' ACTUATED V-NOTCH M WEIR (TYP. OF 2) BOTTOM OF THE WEIR ELEV. 999.32'
M 48"Ø X 36"Ø MLSS CROSS INV. EL. 974.82' EFFLUENT BOX EL. 980.91' T.O.W 1003.00' OX. #1 L.W.L. 1000.33' OX. #1 H.W.L. 1000.60' OX. #2 H.W.L. 999.16' OX. #1 H.W.L. 998.91' OX. #1 L.W.L. 998.09' L.W.L. 997.96' FIXED V-NOTCH WEIR BOTTOM OF THE WEIR ELEV. 999.49' OX. #2 L.W.L. 1000.27' L.W.L. 997.84' H.W.L. 997.99' H.W.L. 998.80' L.W.L. 998.12' L.W.L. 997.90' L.W.L. 996.46' L.W.L. 996.48' W.S.L. 993.79' M 24" Ø RAS PIPE TO OX. #2 INV. EL. 989.66' 12" 36" 36" 48" 12" EL. 980.91' ACTUATED GATE BOTTOM OF THE WEIR ELEV. 997.62' * PEAK: 7.7 MGD AVG: 2.6 MGD L.W.L. 995.25' L.W.L. 996.40' ANOXIC ZONE ANOXIC ZONE 962 960 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-2D-HYDRAULIC PROFILE.dwg w:\C058\engineering\C058-10\sheets\C058-10-G4.1 HYDRAULIC PROFILE.dwg - Tab: G4.1 - by mmills on 11/21/25 at 4:13:17 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G4.1 ----
HYDRAULIC PROFILE II NOTES: 1. LOCATIONS OF EXISTING UTILITIES IS APPROXIMATE BASED ON 2001 HANFORD WWTP AS-BUILTS. THE CONTRACTOR SHALL, AT A MINIMUM, POTHOLE ALL PROPOSE CONNECTIONS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY THE ENGINEER OF ANY DISCREPANCIES. 2. ALL PROJECT ELEVATION HAVE BEEN RAISED 779.0± FEET FROM SURVEY PROVIDED BY MACKAY & SOMPS, DATED AUGUST 2023, SUCH THAT THE EXISTING WEST DITCH TOP OF WALL = 1000.00'. CONTRACTOR SHALL BE AWARE THAT SETTLEMENT IS EXPECTED DURING CONSTRUCTION. * FIXED WEIR - OXIDATION DITCH #1 VARIABLE WEIR - OXIDATION DITCH #2 FUTURE VARIABLE WEIR - OXIDATION DITCH #3 *DRAWING NOT TO SCALE

LINE LEGEND LIQUIDS AIR EXISTING FUTURE OXIDATION DITCH #2 INFLUENT PUMP STATION INFLUENT SPLITTER BOX SECONDARY EFFLNT (TYP) EXIST SECONDARY SEDIMENTATION BASIN #3 SECONDARY SEDIMENTATION BASIN #5 RAS/WAS PUMP STATION P
P
P
P
P

FM FM SCUM / SLUDGE DRAIN (TYP) FACULTATIVE SLUDGE LAGOON EXIST CLARIFIER SPLITTER BOX RAS WAS SLUDGE DRYING BEDS EXISTING DRAIN SLUDGE DRYING BED FILTRATE SLUDGE TO DRYING BEDS HYDRAULICALLY CONNECTED PERCOLATION / STORAGE PONDS EXIST EFFLUENT PUMP STATION P
P EXIST IRRIGATION PUMP STATION 42" 36" TO IRRIGATION FIELDS 48" 12" 42" 42" 36" 36" 36" 42" 30" 36" 24" 36" 48" 36" MLSS MLSS 30" 30" 30" 30" 30" 30" 30" 24" 24" 24" 18" 18" 18" 48" 48" 6" 30" 48" 48" 8" 8" 12" 12" 12" 12" 48" 48" 48" 48" 48" 48" SECONDARY SEDIMENTATION BASIN #6 30" 24"6" 48" ANOXIC ZONE OXIDATION DITCH #3 ANOXIC ZONE RAS SPLITTER BOX 42" 48" DRAIN OXIDATION DITCH #1 36" MLSS ANOXIC ZONE EXISTING DRAIN DRAIN (TYP) DRAIN CHLORINE CONTACT BASIN EXIST SECONDARY SEDIMENTATION BASIN #4 12" 12" 12" 12" 12" 12" 12" 8"6"6" RAS (TYP) 12" 12" 12" 12" 8" 12" 48" 48" 30" 18" 18" RAS SODIUM HYPOCHLORITE TANK #3 SODIUM HYPOCHLORITE TANK #2 SODIUM HYPOCHLORITE TANK #1 6"6" 6" 6" ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-G2.1 PROCESS FLOW DIAGRAM.dwg - Tab: G5.0 - by jseo on 12/09/25 at 8:37:21 AM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G5.0 ----

PROCESS FLOW

DIAGRAM
- VE PFD UPDATES 04/03/24 MM
A
B
C
D
E
F
G

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-G6.0.dwg - Tab: G6.0 - by mmills on 11/24/25 at 3:53:40 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 G6.0 ----

COATING
SPECIFICATION SECTION 09 70 00 - SPECIAL COATINGS PART 2 -- PRODUCTS 2.1 COATING SYSTEMS FOR STEEL - STRUCTURAL, TANKS, PIPE AND EQUIPMENT A. EXTERIOR EXPOSED: 1. SYSTEM TYPE: EPOXY/POLYURETHANE. 2. SURFACE PREPARATION: SSPC-SP 6. 3. PRIMER: MACROPOXY 646FC - B58W610, 3.0-5.0 DRY MILS DFT 4. INTERMEDIATE COAT: MACROPOXY 646FC-B58W610, 4.0-6.0 DRY MILS DFT 5. FINISH COAT: HI-SOLIDS POLYURETHANE 250 - B65WJ311, 3.0-5.0 MILS DFT 6. TOTAL DFT: 9.5 TO 14.5 MILS. B. INTERIOR EXPOSED: 1. SYSTEM TYPE: EPOXY. 2. SURFACE PREPARATION: SSPC-SP 6. 3. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 3.0 TO 5.0 MILS DFT. 4. FINISH COAT: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. TOTAL DFT: 7.0 TO 11.0 MILS. C. IMMERSION: 1. SYSTEM TYPE: EPOXY. 2. SURFACE PREPARATION: SSPC-SP 10. 3. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 3.0 TO 5.0 MILS DFT. 4. INTERMEDIATE COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. FINISH COAT: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 6. TOTAL DFT: 11.0 TO 16.0 MILS. D. BURIED 1. SYSTEM TYPE: CEMENT MORTAR PER AWWA C205 2.2 COATING SYSTEMS FOR FACTORY PRIMED STEEL - DOORS, FRAMES, AND MISCELLANEOUS EQUIPMENT A. INTERIOR EXPOSED: 1. SYSTEM TYPE: EPOXY 2. SURFACE PREPARATION: CLEAN AND DRY. 3. PRIMER: FACTORY PRIMED. 4. FIELD PRIMER: SERIES 135 CHEMBUILD; 3.0 TO 5.0 MILS DFT. 5. FINISH COAT: SERIES 1075 ENDURA-SHIELD II; 2.5 TO 3.5 MILS. DFT 6. TOTAL DFT: 5.5 TO 8.5 MILS (ON TOP OF SHOP PRIMER). B. EXTERIOR EXPOSED: 1. SYSTEM TYPE: EPOXY/POLYURETHANE 2. SURFACE PREPARATION: CLEAN AND DRY. 3. PRIMER: FACTORY PRIMED. 4. FIELD PRIMER: SERIES 135 CHEMBUILD; 3.0 TO 5.0 MILS DFT. 5. FINISH COAT: SERIES 1075 ENDURA-SHIELD II; 2.5 TO 3.5 MILS. DFT 6. TOTAL DFT: 5.5 TO 8.5 MILS (ON TOP OF SHOP PRIMER). 2.3 COATING SYSTEMS FOR GALVANIZED STEEL AND NONFERROUS METAL - PIPE AND MISCELLANEOUS FABRICATIONS A. INTERIOR EXPOSURE: 1. SYSTEM TYPE: EPOXY. 2. SURFACE PREPARATION: IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 6. TOTAL DFT: 8.0 TO 12.0 MILS. B. EXTERIOR EXPOSURE: 1. SYSTEM TYPE: EPOXY/POLYURETHANE. 2. SURFACE PREPARATION: IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. PRIMER: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: SERIES 1075 ENDURA-SHIELD II; 2.5 TO 3.5 MILS. DFT 5. TOTAL DFT: 6.5 TO 9.5 MILS 2.4 COATING SYSTEMS FOR DUCTILE OR CAST IRON - PIPE, FITTINGS PUMPS, AND VALVES A. EXTERIOR EXPOSURE: 1. SYSTEM TYPE: EPOXY/POLYURETHANE. 2. SURFACE PREPARATION: IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. PRIMER: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: SERIES 1075 ENDURA-SHIELD II; 2.5 TO 3.5 MILS DFT. 5. TOTAL DFT: 6.5 TO 9.5 MILS B. BELOW GROUND: 1. SYSTEM TYPE: COAL TAR EPOXY. 2. SURFACE PREPARATION: IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. PRIME/FINISH COAT: SERIES 46H-413 HI-BUILD TNEME-TAR; 14.0 TO 20.0 MILS DFT. 4. TOTAL DFT: 14.0 TO 20.0 MILS C. IMMERSION: 1. SYSTEM TYPE: EPOXY. 2. SURFACE PREPARATION: IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. TOTAL DFT: 8.0 TO 12.0 MILS 2.5 COATING SYSTEMS FOR PVC A. INTERIOR EXPOSURE: 1. SYSTEM TYPE: EPOXY. 2. SURFACE PREPARATION: SCARIFY 3. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. TOTAL DFT: 8.0 TO 12.0 MILS. B. EXTERIOR EXPOSURE: 1. SYSTEM TYPE: EPOXY/POLYURETHANE. 2. SURFACE PREPARATION: SCARIFY. 3. PRIMER: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: SERIES 1075 ENDURA-SHIELD II; 2.5 TO 3.5 MILS. DFT. 5. COATING PROVIDED SHALL CONTAIN UV INHIBITOR. 2.6 COATING SYSTEMS FOR PRECAST CONCRETE AND CAST-IN-PLACE CONCRETE A. EXTERIOR EXPOSED: 1. SYSTEM TYPE: ACRYLIC. 2. SURFACE PREPARATION: SSPC-SP 13/NACE 6. CLEAN AND DRY. 3. PRIMER: SERIES 180 W.B. TNEME-CRETE; 4.0 TO 8.0 MILS DFT. 4. FINISH COAT: SERIES 180 W.B. TNEME-CRETE; 4.0 TO 8.0 MILS DFT. 5. TOTAL DFT: 8.0 TO 16.0 MILS. B. BELOW GRADE: 1. SYSTEM TYPE: COAL TAR. 2. SURFACE PREPARATION: SSPC-SP 13/NACE 6. CLEAN AND DRY. 3. PRIMER: 46-465 H.B. TNEMECOL. DFT 8.0 TO 12.0 MILS. 4. FINISH COAT: 46-465 H.B. TNEMECOL. DFT 8.0 TO 12.0 MILS. 5. TOTAL DFT: 16.0 TO 24.0 MILS. C. INTERIOR EXPOSED: 1. SYSTEM TYPE: EPOXY. 2. SURFACE PREPARATION: SSPC-SP 13/NACE 6. ABRASIVE BLAST CLEANING. 3. PATCHING: SERIES 218 MORTARCLAD (AS NEEDED) 4. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. FINISH COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 6. TOTAL DFT: 8.0 TO 12.0 MILS. D. SEVERE SERVICE - IMMERSION, H2S EXPOSURE: 1. SYSTEM I (H2S LESS THAN 50 PPM, LIGHT ABRASION) a. SYSTEM TYPE: MODIFIED EPOXY. b. SURFACE PREPARATION: SSPC-SP 13/NACE 6. ABRASIVE BLAST CLEAN TO TEXTURE OF 50 TO 60 GRIT SANDPAPER. c. SURFACING AND PATCHING: SERIES 218 MORTARCLAD; 1/16 INCH DFT (NOMINAL 62.5 MILS) d. PRIMER/FINISH (ONE OR MORE COATS): SERIES 435 PERMA-GLAZE; 20.0 TO 30.0 MILS DFT 2. SYSTEM II (H2S LESS THAN 100 PPM, MODERATE TO HEAVY ABRASION) a. SYSTEM TYPE: MODIFIED EPOXY MORTAR. b. SURFACE PREPARATION: SSPC-SP 13/NACE 6. ABRASIVE BLAST CLEAN TO TEXTURE OF 50 TO 60 GRIT SANDPAPER. c. PATCHING: SERIES 218 MORTARCLAD; AS NEEDED d. SERIES 434 PERMA-SHIELD H2S; 1/8 INCH DFT (NOMINAL 125 MILS) 3. SYSTEM III (H2S MORE THAN 100 PPM, MODERATE TO HEAVY ABRASION) (INFLUENT + RAS SPLITTER BOXES) a. SYSTEM TYPE: MODIFIED EPOXY MORTAR. b. SURFACE PREPARATION: SSPC-SP 13/NACE 6. ABRASIVE BLAST CLEAN TO TEXTURE OF 50 TO 60 GRIT SANDPAPER. c. PATCHING: SERIES 218 MORTARCLAD; AS NEEDED d. SERIES 434 PERMA-SHIELD H2S; 1/8 INCH DFT (NOMINAL 125 MILS) e. FINISH (ONE OR MORE COATS): SERIES 435 PERMA-GLAZE; 20.0 TO 30.0 MILS DFT 2.7 COATING SYSTEMS FOR POROUS CONCRETE MASONRY UNITS A. EXTERIOR EXPOSED: 1. SYSTEM TYPE: ACRYLIC. 2. SURFACE PREPARATION: POROUS CONCRETE MASONRY UNITS: SSPC-SP 13/NACE 6. CLEAN AND DRY 3. WATER REPELLENT: (TNEMEC /CHEMPROBE) SERIES 617 PRIME A PELL H20 4. PRIMER: SERIES 180 W.B. TNEME-CRETE; 4.0 TO 8.0 MILS DFT. 5. FINISH COAT: SERIES 180 W.B. TNEME-CRETE; 4.0 TO 8.0 MILS DFT. 6. TOTAL DFT: 8.0 TO 16.0 MILS. B. INTERIOR EXPOSED: 1. SYSTEM TYPE: EPOXY. 2. PRIMER: SERIES 54-660 MASONRY FILLER. SPREADING RATE 75 TO 100 SQ FT/GAL. 3. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 4. FINISH COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. TOTAL DFT: 8.0 TO 12.0 MILS (ON TOP OF BLOCK FILLER). 2.8 COATING SYSTEMS FOR PLASTER AND GYPSUM BOARD A. INTERIOR EXPOSED: 1. SYSTEM TYPE: VINYL-ACRYLIC/EPOXY. 2. SURFACE PREPARATION: CLEAN AND DRY. 3. PRIMER: SERIES 151-1051 ELASTO-GRIP FC; 1.0 TO 2.0 MILS DFT. 4. PRIMER: SERIES N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 5. FINISH COAT: N69 HI-BUILD EPOXOLINE II; 4.0 TO 6.0 MILS DFT. 6. TOTAL DFT: 8.0 TO 12.0 MILS 2.9 COATING SYSTEMS FOR PRECAST CONCRETE WET WELL OR CORROSION RESISTANT MANHOLES. A. INTERIOR OF PRECAST WET WELL OR MANHOLE 1. SYSTEM TYPE: EPOXY CORROSION BARRIER COMPOSITE LINER. 2. SURFACE PREPARATION: ALL HOLES (SPECIFICALLY THE LIFTING LUG LOCATIONS) IN THE PRECAST CONCRETE SHALL BE FILLED TO BE FLUSH WITH THE FINISHED SURFACE. CONTRACTOR SHALL UTILIZE FAST-SETTING HIGH STRENGTH PATCHING MORTAR COMPATIBLE WITH THE FINAL EPOXY COATING SYSTEM (MAINSTAY ML-10). ALL SURFACE PREPARATION SHALL BE CONDUCTED PER THE MANUFACTURER'S REQUIREMENTS. 3. PRIMER: MADEWELL 927 PENETRATING EPOXY PRIMER; 8 MILS IN A SINGLE COAT. 4. FINISH COAT: MAINSTAY DS-5 100% SOLIDS EPOXY COATING; 100 MILS IN 1 COAT. 5. TOTAL DFT: 100-120 MILS. B. EXTERIOR OF PRECAST WET WELL 1. SYSTEM TYPE: BITUMINOUS COATING 2. SURFACE PREPARATION: ALL CURING AGENTS, HARDENERS, OIL, GREASE, FORM RELEASE OIL, DIRT, LAITANCE, CONCRETE DUST OR OTHER CONTAMINANTS MUST BE REMOVED PRIOR TO BEGINNING COATING PROCESSES. SURFACE PREPARATION METHODS SHOULD RESULT IN CLEAN CONCRETE, DEVOID OF CONTAMINATED SURFACES WITH IDEALLY AN ADEQUATE SURFACE PROFILE (SURFACE SIMILAR TO MEDIUM GRADE SANDPAPER). INSPECT SURFACE FOR SOUNDNESS. REPAIR OR REMOVE ANY SURFACE IRREGULARITIES AND LOOSE CONCRETE. USE AN APPROVED CRACK FILLER ON HOLES AND CRACKS. WHEN SURFACE IS CLEAN, SOUND AND DRY PROCEED WITH COATING APPLICATION. 3. PRIMER: CONSEAL CS-55 BITUMINOUS COATING FOR CONCRETE; 6 MILS 4. FINISH COAT: CONSEAL CS-55 BITUMINOUS COATING FOR CONCRETE; 5 MILS 5. TOTAL DFT: 11 MILS. 2.10 EXTERIOR COATING SYSTEMS FOR PRECAST CONCRETE VALVE VAULTS A. EXTERIOR OF PRECAST VALVE VAULT 1. SYSTEM TYPE: BITUMINOUS COATING 2. SURFACE PREPARATION: ALL CURING AGENTS, HARDENERS, OIL, GREASE, FORM RELEASE OIL, DIRT, LAITANCE, CONCRETE DUST OR OTHER CONTAMINANTS MUST BE REMOVED PRIOR TO BEGINNING COATING PROCESSES. SURFACE PREPARATION METHODS SHOULD RESULT IN CLEAN CONCRETE, DEVOID OF CONTAMINATED SURFACES WITH IDEALLY AN ADEQUATE SURFACE PROFILE (SURFACE SIMILAR TO MEDIUM GRADE SANDPAPER). INSPECT SURFACE FOR SOUNDNESS. REPAIR OR REMOVE ANY SURFACE IRREGULARITIES AND LOOSE CONCRETE. USE AN APPROVED CRACK FILLER ON HOLES AND CRACKS. WHEN SURFACE IS CLEAN, SOUND AND DRY PROCEED WITH COATING APPLICATION. 3. PRIMER: CONSEAL CS-55 BITUMINOUS COATING FOR CONCRETE; 6 MILS 4. FINISH COAT: CONSEAL CS-55 BITUMINOUS COATING FOR CONCRETE; 5 MILS 5. TOTAL DFT: 11 MILS. 2.11 COATING SYSTEM FOR STEEL/DUCTILE IRON IN SEVERE WASTEWATER IMMERSION (SLUDGE THICKENERS) A. SYSTEM TYPE: CYCLOALIPHATIC AMINE EPOXY / MODIFIED POLYAMINE EPOXY 1. SURFACE PREPARATION: UNIFORMLY ABRASIVE BLAST USING ANGULAR ABRASIVE TO A NAPF 500-03-04 2. PRIMER: SERIES 61 TNEME-LINER AT 4.0 TO 8.0 MILS DFT 3. FINISH COAT: SERIES G435 PERMA-GLAZE AT 30.0 TO 40.0 MILS DFT 2.12 CHEMICAL CONTAINMENT COATING SYSTEM (CHEMICAL BUILDING) A. SYSTEM TYPE: MODIFIED POLYAMINE EPOXY / POLYAMINE NOVALAC EPOXY 1. SURFACE PREPARATION: PREPARE CONCRETE SURFACES IN ACCORDANCE WITH NACE NO. 6/SSPC-SP13 JOINT SURFACE PREPARATION STANDARDS AND ICRI TECHNICAL GUIDELINES. ABRASIVE BLAST, SHOT-BLAST, WATER JET OR MECHANICALLY ABRADE CONCRETE SURFACES TO REMOVE LAITANCE, CURING COMPOUNDS, HARDENERS, SEALERS AND OTHER CONTAMINANTS AND TO PROVIDE A MINIMUM ICRI-CSP 3 OR GREATER SURFACE PROFILE. 2. SURFACER/FILLER: SERIES 218 MORTARCLAD AT 1/16 TO ¼ IN AS NECESSARY ON VERTICAL SURFACES. 3. PRIMER: SERIES 201 EPOXOPRIME AT 6.0 TO 12.0 MILS DFT 4. BASE COAT: SERIES 237SC CHEMBLOC AT 60.0 TO 80.0 MILS DFT 5. FIBERGLASS MAT: EMBED SERIES 211-215 FIBERGLASS MAT INTO BASE COAT WHILE STILL WET AND RIB ROLL TO REMOVE ANY AIR POCKETS. 6. SATURANT COAT: SERIES 237SC CHEMBLOC AT 6.0 TO 12.0 MILS DFT 7. FINISH COAT: SERIES 282 TNEME-GLAZE AT 6.0 TO 12.0 MILS DFT NOTES: 1. FOR BIDDING PURPOSES ONLY. COATING ARE SUBJECT TO CHANGE. 2. NOT ALL COATINGS LISTED UNDER THIS SPECIFICATION ARE USED WITHIN THIS PROJECT. 1 BID COORDINATION 10/23 MJM PIPE IDENTIFICATION SCHEDULE PROCESS OR FLUID DESCRIPTION COLOR TNEMEC COLOR # POTABLE WATER (“POT”) DARK BLUE 11SF RAW SEWAGE (“RAW”) INFLUENT (“RAW”) DARK GRAY 33GR EMERGENCY STORAGE BASIN (“RAW”)TERTIARY/RECYCLED (“RW”) PURPLE (PANTONE) 14SF SLUDGE (“WAS”) WAS (“WAS”) DARK BROWN 84BR RAS ("RAS")BACKWASH WASTE ("BW") LIGHT BROWN 62BR COMPRESSED AIR (“AIR”) DARK GREEN 91GN FIRE PROTECTION (“FIRE”) RED 06SF FOUL AIR (“ODOR”) WHITE 11WH SODIUM HYPOCHLORITE (SOLUTION) (“NAOCL2”) YELLOW 02SF POLYMER (“POLY”) ORANGE 04SF SODIUM ALUMINATE (“ALUM”) ORANGE W/ WHITE BAND SODIUM HYDROXIDE ("BASE") GREEN 49HT

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-G6.1 PIPING SCHEDULE.dwg - Tab: G7.0 - by jseo on 12/01/25 at 4:25:14 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
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PIPE SCHEDULE PIPING SCHEDULE PIPE ID FLUID DESCRIPTION FROM TO DIAMETER INSTALLATION MATERIAL FITTINGS - CONNECTION TYPE PRESSURE CLASS / THICKNESS LINING COATING NOTES XXX PRIMARY EFFLUENT INFLUENT SPLITTER BOX NO. 1 INFLUENT SPLITTER BOX NO. 2 42" CONCRETE-ENCASED & BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 250 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 CONTRACTOR SHALL VERIFY THIMBLE BOLT PATTERN / CONFIRM COMPATIBILITY W/ ANSI B16.42 CLASS 150 FLANGES CONNECTION. INSTALL 42" DUCTILE IRON RESTRAINED COUPLING W/ MJ RETAINER BETWEEN BOXES. XXX PRIMARY EFFLUENT INFLUENT SPLITTER BOX NO. 2 OXIDATION DITCH NO. 2 30" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX PRIMARY EFFLUENT OXIDATION DITCH NO. 3 BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 SHORT PIPE SEGMENT RESERVED FOR FUTURE CONNECTION TO OXIDATION DITCH NO. 3. XXX MIXED LIQUOR OXIDATION DITCH NO. 2 OXIDATION DITCH JUNCTION CROSS 36" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX PROCESS DRAIN DRAINAGE MANHOLE NO. X 12" CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX MIXED LIQUOR MLSS SPLITTER BOX SECONDARY CLARIFIER NO. 3 30" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS W/ V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 MATERIAL TRANSITION LOCATION / REQS SHALL BE CONSTRUCTED PER THE YARD PIPING PLANS. XXX MIXED LIQUOR CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 250 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX SECONDARY EFFLUENT SECONDARY CLARIFIER NO. 3 SECONDARY CLARIFIER JUNCTION CROSS 24" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS W/ V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 MATERIAL TRANSITION LOCATION / REQS SHALL BE CONSTRUCTED PER THE YARD PIPING PLANS. XXX SECONDARY EFFLUENT CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS PIPE / FITTINGS: CLASS 250 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX RAS / WAS SECONDARY CLARIFIER NO. 3 RAS / WAS PUMP STATION 12" CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX SCUM SECONDARY CLARIFIER NO. 3 SCUM PIT NO. 3 8" SUBMERGED AWWA C150 / C151 DUCTILE IRON PIPE / FITTINGS: GROOVED COUPLINGS PIPE / FITTINGS: CLASS 350 PIPE: GLASS FITTINGS: - PIPE: - FITTINGS: - XXX SCUM SCUM PUMP NO. 3 SLUDGE DRYING BED DISTRIBUTION LINE 6" / 8" ABOVE-GRADE AWWA C150 / C151 DUCTILE IRON PIPE / FITTINGS: ANSI B16.42 CLASS 150 FLANGES PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX SCUM 8" BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX PROCESS DRAIN SECONDARY CLARIFIER NO. 3 DRAINAGE MANHOLE NO. X 12" CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX MIXED LIQUOR MLSS SPLITTER BOX SECONDARY CLARIFIER NO. 4 30" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS W/ V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 MATERIAL TRANSITION LOCATION / REQS SHALL BE CONSTRUCTED PER THE YARD PIPING PLANS. XXX MIXED LIQUOR CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS PIPE / FITTINGS: CLASS 250 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX SECONDARY EFFLUENT SECONDARY CLARIFIER NO. 4 SECONDARY CLARIFIER JUNCTION CROSS 24" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS W/ V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 MATERIAL TRANSITION LOCATION / REQS SHALL BE CONSTRUCTED PER THE YARD PIPING PLANS. XXX SECONDARY EFFLUENT CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS PIPE / FITTINGS: CLASS 250 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX RAS / WAS SECONDARY CLARIFIER NO. 4 RAS / WAS PUMP STATION 12" CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX SCUM SECONDARY CLARIFIER NO. 4 SCUM PIT NO. 4 8" SUBMERGED AWWA C150 / C151 DUCTILE IRON PIPE / FITTINGS: GROOVED COUPLINGS PIPE / FITTINGS: CLASS 350 PIPE: GLASS FITTINGS: - PIPE: - FITTINGS: - XXX SCUM SCUM PUMP NO. 4 SLUDGE DRYING BED DISTRIBUTION LINE 6" / 8" ABOVE-GRADE AWWA C150 / C151 DUCTILE IRON PIPE / FITTINGS: ANSI B16.42 CLASS 150 FLANGES PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: EPOXY COATING PER SPEC DIVISION 09 XXX SCUM 8" BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX PROCESS DRAIN SECONDARY CLARIFIER NO. 4 DRAINAGE MANHOLE NO. X 12" CONCRETE-ENCASED& BURIED AWWA C150 / C151 DUCTILE IRON PIPE: RESTRAINED BELL-AND-SPIGOT W/ V-BIO ENHANCED POLYETHELYENE WRAP FITTINGS: DUCTILE IRON MECHANICAL JOINTS W/ EXTERNAL RESTRAINTS AND V-BIO ENHANCED POLYETHELYENE WRAP PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX RAS / WAS RAS / WAS SUCTION HEADER RAS / WAS PUMP 10" ABOVE-GRADE AWWA C150 / C151 DUCTILE IRON PIPE / FITTINGS: ANSI B16.42 CLASS 150 FLANGES PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX RAS / WAS RAS / WAS PUMP RAS / WAS DICHARGE HEADER 8" ABOVE-GRADE AWWA C150 / C151 DUCTILE IRON PIPE / FITTINGS: ANSI B16.42 CLASS 150 FLANGES PIPE / FITTINGS: CLASS 350 PIPE / FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX RAS / WAS RAS SPLITTER BOX OXIDATION DITCH NO. 2 18" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS W/ V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 XXX RAS / WAS RAS SPLITTER BOX OXIDATION DITCH NO. 3 18" BURIED AWWA C900 PVC PIPE: RESTRAINED BELL-AND-SPIGOT FITTINGS: RESTRAINED DUCTILE IRON MECHANICAL JOINTS W/ V-BIO ENHANCED POLYETHELYENE WRAP PIPE: DR 18 FITTINGS: CLASS 250 PIPE: NONE FITTINGS: AWWA C104 CEMENT-MORTAR LINING W/ SEAL COAT PIPE: NONE FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 SHORT PIPE SEGMENT RESERVED FOR FUTURE CONNECTION TO OXIDATION DITCH NO. 3. XXX 12.5% SODIUM HYPOCHLORITE CHEMICAL DOSING SKID NO.1 / NO. 2 CHLORINE CONTACT BASIN CARRIER: 1/2" SECONDARY CONTAINMENT: 2" ABOVE-GRADE& BURIED CARRIER: PTFE TUBING SECONDARY CONTAINMENT: PVC - CARRIER: PTFE TUBING SECONDARY CONTAINMENT: SCH 40
- PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 CHEMICAL FEED LINE SHALL BE CONSTRUCTED WITH A SEGMENT OF CLEAR CONTAIMENT PIPE AT A LOCAL VISUAL INSPECTION POINT. ASSUME A MINIMUM FOR 4 JUNCTION BOXES TO ALLOW FOR PTFE TUBING. XXX POTABLE WATER PLANT POTABLE WATER PIPE CHEMICAL STORAGE SHADE STRUCTURE 2" BURIED ASTM D1785 PIPE / FITTINGS: SOLVENT WELD BELL-AND-SPIGOT PIPE / FITTINGS: SCH 80 - PIPE / FITTINGS: REFER TO SHEET G6.0 AND SPEC DIVISION 09 NOTES: 1. CONSULT THE CONTRACT DRAWINGS AND TECHNICAL SPECIFICATIONS FOR A DETAILED DESCRIPTION OF THE PIPE ALIGNMENTS, ELEVATIONS, FITTINGS, AND ALL SPECIAL APPURTENANCES NOT LISTED HEREIN. WHERE DISCREPANCIES OCCUR, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 2. THIS SCHEDULE IS NOT INTENDED TO BE A COMPREHENSIVE LIST OF ALL PIPES AND FITTINGS UTILIZED THROUGHOUT THE PROJECT. ANCILLARY / MISCELLANEOUS SMALL DIAMETER PIPES, VENDOR-SUPPLIED SYSTEM INTERCONNECTIONS, PLUMPING, ETC. AS REQUIRED TO PROVIDED A COMPLETE AND OPERABLE SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. 3. CONSTRUCT CONCRETE ENCASEMENT FOR ALL PIPELINE BELOW AND/OR WITHIN 5' OF APPROACH TO OR EXIT FROM A STRUCTURE. ENCASED DUCTILE IRON PIPE AND FITTINGS SHALL NOT RECEIVE POLYETHYLENE WRAP.

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I0.0.dwg - Tab: I0.0 - by mmills on 11/21/25 at 1:47:24 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 ₂ I0.0

SYMBOLS &

ABBREVIATIONS

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I0.1.dwg - Tab: I0.1 - by mmills on 11/24/25 at 9:52:47 AM Dimscale = 12; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I0.1 ----
I0.1 - EXISTING

NETWORK DIAGRAM

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I0.2.dwg - Tab: I0.2 - by jseo on 12/09/25 at 8:07:58 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I0.2 ----
I0.2 - WWTP EXPANSION

NETWORK DIAGRAM

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I1.X.dwg - Tab: I1.1 - by jseo on 12/09/25 at 8:07:46 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I1.1 ----
OX DITCH NO. I

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I1.X.dwg - Tab: I1.2 - by jseo on 12/09/25 at 8:07:46 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 43% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I1.2 ----
OX DITCH NO. II

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I1.X.dwg - Tab: I1.3 - by mmills on 11/21/25 at 4:58:58 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I1.3 ----
OX DITCH NO. III

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I2.X.dwg - Tab: I2.0 - by mmills on 11/21/25 at 11:02:04 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I2.0

MLSS SPLITTER BOX

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I2.X.dwg - Tab: I2.1 - by mmills on 11/21/25 at 11:02:04 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I2.1

SECONDARY CLARIFIER
NO. I

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I2.X.dwg - Tab: I2.2 - by mmills on 11/21/25 at 11:02:04 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I2.2

SECONDARY CLARIFIER
NO. II

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I2.X.dwg - Tab: I2.3 - by mmills on 11/21/25 at 11:02:04 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I2.3

SECONDARY CLARIFIER
NO. III

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I2.X.dwg - Tab: I2.4 - by mmills on 11/21/25 at 11:02:04 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I2.4

SECONDARY CLARIFIER
NO. IV

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I3.X.dwg - Tab: I3.0 - by mmills on 11/21/25 at 11:04:06 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I3.0

CHLORINE CONTACT
BASIN

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I3.X.dwg - Tab: I3.1 - by mmills on 11/21/25 at 11:04:06 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I3.1

CHEMICAL STORAGE

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I3.X.dwg - Tab: I3.2 - by mmills on 11/21/25 at 11:04:06 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I3.2

CHEMICAL DOSING

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I4.X.dwg - Tab: I4.0 - by mmills on 11/21/25 at 11:07:59 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I4.0
RAS PUMPS NO. I, II, &
III

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-P&ID.dwg
w:\C058\engineering\C058-10\sheets\C058-10-I4.X.dwg - Tab: I4.1 - by mmills on 11/21/25 at 11:07:59 AM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 I4.1
RAS PUMPS NO. IV & V

FOR REFERENCE ONLY
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg w:\C058\engineering\C058-10\sheets\C058-10-M0.0.dwg - Tab: M0.0 - by mmills on 11/24/25 at 2:23:02 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M0.0

INFLUENT SPLITTER BOX
NO. 1 AS-BUILTS

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg w:\C058\engineering\C058-10\sheets\C058-10-M0.0.dwg - Tab: M0.1 - by mmills on 11/24/25 at 2:23:02 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 EQUIPMENT LIST CALL OUT LEGEND: CONSTRUCTION NOTE CALL OUT ## DEMO EXIST GROUT TO CRATE FLUSH FINISH FOR SLIDE GATE ANCHORING. M0.1 ----

INFLUENT SPLITTER

BOX I PLAN AND
SECTIONS GROUT FILL EXISTING FLOW WINDOW TOW 1002.25 FG 998.00 SUPPLY AND INSTALL FRP WEIR N/C N/O DRILL AND EPOXY 1/2"Ø 316 SST ANCHOR BOLTS AT 8" O.C. 0.25" THK 316 SST PLATE NOTES: 1. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME THAT THE WORK TO BE COMPLETED FOR THE INSTALLATION OF THE 316 SST PLATE, GROUT PATCHING OF THE WALL PENETRATION, AND SLIDE GATE CAN BE COMPLETED DURING PERIODS OF LOW FLOW (LATE NIGHT / EARLY MORNING). PENDING COORDINATION WITH THE CITY, FLOW INTO THE PLANT WILL BE: 1) STORED WITHIN THE SURCHARGED COLLECTION SYSTEM, AND 2) USING THE EXISTING FACILITY EQUIPMENT, PUMPED IN AT A LOW FLOW RATE (1/2 SPEED) AND DIVERTED TO THE EXISTING DITCH UTILIZING TEMPORARY, WATERPROOF, FRP WEIRS. THE WEIRS ALLOW FOR THE RAISING OF THE OVERFLOW POINT, AND AS SUCH, THE DIVERSION OF THE FLOW. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING THE SEWAGE, CLEANING, AND INSTALLING THE WORK AS DESCRIBED WITHIN THIS TIME FRAME. ONCE THE FLOW WINDOW IS SEALED, THE CONTRACTOR CAN ALLOW FOR THE FLOW TO CONTINUE TO THE EXISTING PLANT AND PERFORM THE INSTALLATION OF THE SLIDE GATE USING THE TEMPORARY, WATERPROOF, FRP WEIRS DURING NORMAL HOURS. THE CONTRACTOR SHALL ASSUME A MINIMUM OF 4 - 8 HOUR WINDOWS W/ 3 SEQUENTIAL NIGHTS [1) CLEANING AND CONDITION ASSESSMENT 2) CLEANING AND INSTALLATION OF THE GROUT WITHIN THE FLOW WINDOW, 3) CLEANING AND ASSESSMENT OF WATERPROOFING, AND 4) 1-MONTH POST-INSTALLATION OF THE GATE/WALL REPAIRS TO ASSESS WORKMANSHIP. ASSUMING THERE ARE NO ISSUES WITH THE WATERPROOFING, THE POST-INSTALLATION ASSESSMENT CAN BE COMPLETED DURING NORMAL HOURS. PATCHING, REPAIRS, AND ADDITIONAL DAYS REQUIRED TO COMPLETE THE WORK WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. FKM GASKET (TYP BOTH SIDES) 1 BID COORDINATION 10/23 MJM 118

SLOPE 1:1 (TYP.)
R7'-8" 6" FLOW FLOW

A EPOXY GROUT FILL EXIST SNAP-TIE HOLES
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-M1.2 EXISTING OXIDATION DITCH MECH PLAN.dwg - Tab: M1.0 - by mmills on 11/24/25 at 2:36:27 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 OX DITCH NO. 1

PLAN AND
SECTIONS I EXISTING OXIDATION DITCH PLAN SCALE: 1/8"=1'-0" 1A SEE SHEET M1.0 312' 350' 440' SECTION - A SCALE: 1/8"=1'-0" 8 4 0 8 16 100
SEE SHEET M1.0 ----
1 BID COORDINATION 10/23 MJM NOTES: 1. CONTRACTOR SHALL COORDINATE AND CONFIRM ALL PENETRATIONS (CONDUIT, PIPE, ETC.) WITH OXIDATION DITCH MANUFACTURER AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM THAT MAY NOT EXPLICITLY BE SHOWN IN THE PLANS. 2. FOR BIDDING PURPOSES, CONTRACTOR TO ASSUME 3" OF GRIT ACCUMULATION ON THE BASE OF THE OXIDATION DITCH AND THE REPAIR OF 300 SNAP-TIE HOLES ON THE CENTER PLATFORM WALLS. 100 ### 106 EQUIPMENT LIST CALL OUT LEGEND: CONSTRUCTION NOTE CALL OUT ##EQUIPMENT LIST: 1A AERATOR 100 1B AUTOMATED IR GATE DO PROBE W/ MOUNTING INSTALLATION PER SHEET M10.3 DETAIL F 106 PH PROBE W/ MOUNTING INSTALLATION PER SHEET M10.3 DETAIL F M1.0

SLOPE 1:1 (TYP.) 312' 440'
R28'
R45'-8"
R24'-8" R26'
R7'-8" 6" 350' FLOWFLOW

A EPOXY GROUT FILL EXIST SNAP-TIE HOLES
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-M1.2 EXISTING OXIDATION DITCH MECH PLAN.dwg - Tab: M1.1 - by mmills on 11/24/25 at 2:36:27 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 OX DITCH NO. 1

PLAN AND
SECTIONS II EQUIPMENT LIST CALL OUT LEGEND: CONSTRUCTION NOTE CALL OUT ## NOTES: 1. CONTRACTOR SHALL COORDINATE AND CONFIRM ALL PENETRATIONS (CONDUIT, PIPE, ETC.) WITH OXIDATION DITCH MANUFACTURER AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM THAT MAY NOT EXPLICITLY BE SHOWN IN THE PLANS. 2. FOR BIDDING PURPOSES, CONTRACTOR TO ASSUME A MAXIMUM OF 3" OF GRIT ACCUMULATED ALONG THE BASE OF THE OXIDATION DITCH AND THE REPAIR OF 300 SNAP-TIE HOLES.

SEE SHEET M1.1 EXISTING OXIDATION DITCH PLAN SCALE: 1/8"=1'-0" 8 4 0 8 16
SEE SHEET M1.1 SECTION - A SCALE: 1/8"=1'-0" 1A M1.1 ---- 1 BID COORDINATION 10/23 MJM EQUIPMENT LIST: 1A AERATOR 101 1B 1B AUTOMATED IR GATE 101 ORP PROBE W/ MOUNTING INSTALLATION PER SHEET M10.3 DETAIL F

4'-9" AERATION ZONE FREEBOARD MAINTAIN 3.5" B/N PARTITION WALL EXTENSION & LOWER TURBINE TYP. MAINTAIN 2" B/N PARTITION WALL & IMPELLER TYP. 2'-6" WATER TO SKIRT ±19' FFE 1000.00' FFE 979.00' FFE 1006.00 VELOCITY ENHANCER TYP. (CONCRETE BY CONTRACTOR) PARTITION WALL EXTENSION TYP. (CONCRETE BY CONTRACTOR) PARTITION WALL (CONCRETE BY CONTRACTOR) 2' RECOMMENDED FREEBOARD 21'-0"
R30'-6" 32' 36' 50' 305' 36'-3" 372' 409'-3"
A BERNOULI BUMP 3' TYP.
34'
71'
34' 34' 24" SCREENED INFLUENT 36" MLSS TO CLARIFIER 18" RAS ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-M1.0 OXIDATION DITCH MECH PLAN.dwg - Tab: M1.2 - by mmills on 11/24/25 at 2:36:12 PM Dimscale = 96; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M1.2 ----
OX DITCH NO. 2 PLAN
AND SECTIONS I NOTES: 1. CONTRACTOR SHALL COORDINATE AND CONFIRM ALL PENETRATIONS (CONDUIT, PIPE, ETC.) WITH OXIDATION DITCH MANUFACTURER AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM THAT MAY NOT EXPLICITLY BE SHOWN IN THE PLANS. CENTER OXIDATION DITCH PLAN SCALE: 1/8"=1'-0" 8 4
0 8 16
SEE SHEET M1.3 SECTION - A SCALE: 1/8"=1'-0" 101 2A2A 2C (TYP)SEE SHEET M1.3 2C 2C 1 BID COORDINATION 10/23 MJM 2D 2F NOTES: 1. CONTRACTOR SHALL COORDINATE AND CONFIRM ALL PENETRATIONS (CONDUIT, PIPE, ETC.) WITH OXIDATION DITCH MANUFACTURER AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM THAT MAY NOT EXPLICITLY BE SHOWN IN THE PLANS. EQUIPMENT LIST CALL OUT LEGEND: CONSTRUCTION NOTE CALL OUT ##EQUIPMENT LIST: 1A AERATOR 1B AUTOMATED IR GATE 101 ORP PROBE W/ MOUNTING INSTALLATION PER SHEET M10.3 DETAIL F

R34'-6"
34' 34'
A 2' RECOMMENDED FREEBOARD PARTITION WALL (CONCRETE BY CONTRACTOR) FFE 1000.00' FFE 1006.00' VELOCITY ENHANCER TYP. (CONCRETE BY CONTRACTOR) PARTITION WALL EXTENSION TYP. (CONCRETE BY CONTRACTOR) ±19' FFE 979.00'
26'-9"
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH 200 HP 2.7MG CARR.dwg w:\C058\engineering\C058-10\sheets\C058-10-M1.0 OXIDATION DITCH MECH PLAN.dwg - Tab: M1.3 - by mmills on 11/24/25 at 2:36:12 PM Dimscale = 96; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M1.3 ----
OX DITCH NO. 2 PLAN

AND SECTIONS II
SEE SHEET M1.2 NOTES: 1. CONTRACTOR SHALL COORDINATE AND CONFIRM ALL PENETRATIONS (CONDUIT, PIPE, ETC.) WITH OXIDATION DITCH MANUFACTURER AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM THAT MAY NOT EXPLICITLY BE SHOWN IN THE PLANS. 372' 409'-3" 305' 100 M95SEE SHEET M1.2 2A2A CENTER OXIDATION DITCH PLAN SCALE: 1/8"=1'-0" SECTION - A SCALE: 1/8"=1'-0" 1 BID COORDINATION 10/23 MJM EQUIPMENT LIST CALL OUT LEGEND: CONSTRUCTION NOTE CALL OUT ##EQUIPMENT LIST: 1A AERATOR 1B AUTOMATED IR GATE 100 106 100 DO PROBE W/ MOUNTING INSTALLATION PER SHEET M10.3 DETAIL F 106 PH PROBE W/ MOUNTING INSTALLATION PER SHEET M10.3 DETAIL F

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-MECH MLSS SPLITTER.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M2.X.dwg - Tab: M2.0 - by mmills on 11/24/25 at 3:30:19 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M2.0 ----

MLSS SPLITTER BOX
2 21
1 3
3 3 3 TOP PLAN SCALE: 3/8"=1'-0" LOWER PLAN DETAIL SECTION - A SCALE: 3/8"=1'-0" SCALE: N.T.S. SCALE: 3/8"=1'-0" ALUMINUM CHANNEL 1 1/2" 1 1/2" 3"
1 1/2" 1/2"
5 5 CONSTRUCTION NOTES: 1
2 DEMO. THE EXISTING KNOCK-OUT WALLS FOR SECONDARY CLARIFIERS #5 AND #6 CONSTRUCT ALUMINUM CHANNEL FOR THE ALUMINUM GRATING. EQUIPMENT LIST (SEE SHEET M0.0 FOR DETAILS): 118 SLIDE GATE3 REMOVE EXISTING BLIND FLANGES AND INSTALL 30" C900 PVC. 1184 INSTALL THE ALUMINUM SUPPORT PER DETAIL. 4 5 INSTALL THE ALUMINUM GRATING.
--A 30"Ø TO SECONDARY CLARIFIER #6 30"Ø TO SECONDARY CLARIFIER #5 ALUMINUM SHEAR PLATE 3/8" THICK W/ 2 5/8" SST BOLTS INV. EL. 983.00' EL. 982.00' EL. 999.00' EL. 996.48' 5 5 1'-0" 6'-0" 1'-0"
4'-6" 8'-0" 4'-6"
1'-0" 118 118 118

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-MECH CLARIFIERS 2D.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH CLARIFIERS SECTIONS.dwg; C058-CLARIFIER PLAN.dwg w:\C058\engineering\C058-10\sheets\C058-10-M3.1 CLARIFIER MECH PLAN.dwg - Tab: M3.1 - by mmills on 11/24/25 at 2:31:08 PM Dimscale = 48; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M3.1 ----

SECONDARY
CLARIFIER NO. 3 &
NO. 4 PLAN FOR REFERENCE ONLY

TOW 998.83'
15'-0"
17'-0" TOW 998.83' EL. 994.79' FFE 987.83' F.G. 994.42'± TOW 998.83' EL. 994.83' FFE 988.83' INSTALL ALUMINUM STAIRS w/ HANDRAILS AND SERRATED TREADS MATCH CLARIFIER MFR. INSTALL 8" SDR 26 PVC AND FITTINGS. INSTALL 8"-45° C900 PVC BEND INSTALL 36" CML & COAL TAR EPOXY COATED CL250 D.I. PIPE AND FITTINGS. INSTALL 36"-90° D.I. PIPE ELBOW (M.J.) INSTALL 18" CML & COAL TAR EPOXY COATED CL250 D.I. PIPE AND FITTINGS. PIPE PENETRATION PER DETAIL B, SHEET M10.2. INSTALL 1-1/2"Ø 2-RAIL ALUMINUM HANDRAIL w/ 4" TOEBOARD PER MFR'S REQS. TOW 998.83'F.G. 995.33'± FFE 987.83' IE 988.8'± INSTALL GROUT FILL PER STRUCTURAL PLANS ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-MECH CLARIFIERS 2D.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg; C058-MECH CLARIFIERS SECTIONS.dwg; C058-CLARIFIER PLAN.dwg w:\C058\engineering\C058-10\sheets\C058-10-M3.1 CLARIFIER MECH PLAN.dwg - Tab: M3.2 - by mmills on 11/24/25 at 2:31:08 PM Dimscale = 48; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M3.2 ----

SECONDARY
CLARIFIER NO. 3 &
NO. 4 SECTIONSSECTION - A SCALE: 1/4"=1'-0" SECTION - C SCALE: 1/4"=1'-0" SECTION - D SCALE: 1/4"=1'-0" CONSTRUCTION NOTES: M41 M41 M13 M14 M14 M16 M16 M42 M42 M54 M77 M77 M78 M13 M78 (TYP.) (TYP.) (TYP.) (TYP.) 36" FROM PRE-TREATMENT SPLITTER 8" SCUM TO EXISTING FACULTATIVE SLUDGE LAGOON SECTION - B SCALE: 1/4"=1'-0" 36" SECONDARY EFFLUENT TO POST TREATMENT SPLITTER M32 M32 NOTE: ALUMINUM STAIRS ARE CONSIDERED A DEFFERED SUBMITTAL. CONTRACTOR SHALL SUBMIT SIGNED & SEALED STRUCTURAL CALCS. w/ ANCHORAGE REQUIREMENTS BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA. 24" CRESCENT OPENING LAUNDER / FEEDWELL / RAKE ARM / SUPPORT STRUCTURE PER MF'R REQ. 18" SLUDGE TO RAS/WAS PUMP STATION CONCRETE ENCASEMENT PER STRUCTURAL 36" D.I. MJ SLEEVE 4B 4A M41 36" D.I. MJ SLEEVE 36 1 BID COORDINATION 10/23 MJM INSTALL STANCHION MOUNTED LOCAL CLARIFIER CONTROL PANEL

ENGINEER NO. APP. DATE BY DATE NO
PACE JOB NO. C058-10 REVISIONS
SHEET
Xrefs: C058-00 36X24.dwg; C058-MECH RAS PUMP STATION.dwg; C058-10 RAS Pump.dwg w:\C058\engineering\C058-10\sheets\C058-10-M3.2 RAS PS.dwg - Tab: M3.2 - by mmills on 11/24/25 at 4:17:28 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com Advanced Water Engineering PREPARED BY: CALIFORNIA OWNER: KINGS COUNTY SHEET TITLE: MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION". THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY ANDY KOMOR CXXXXX PROJECT: 1" PREPARED BY: REGISTERED PROFESSIONAL EXPIRATION DATE: XX/XX/XXXX DRAWN BY: T.GDESIGN BY: A.T.K CHECKED BY: A.T.K SCALE: AS SHOWN DATE: NOV 2025 12345 M3.2RAS PUMP STATION PLAN

RAS PUMP STATION
SCALE: N.T.S
07-PMP-040
RAS/WAS NO.
07-PMP-050
RAS/WAS NO. EQUIPMENT LIST (SEE SHEET G1.0 FOR DETAILS): 4 RAS/WAS PUMP

EQUIPMENT LIST CALL OUT
LEGEND:

CONSTRUCTION NOTE CALL OUT ## 4
CONSTRUCTION NOTES:
1 INSTALL 8" PLUG VALVE.
2 INSTALL 10" PLUG VALVE. 3 INSTALL 8" SWING CHECK VALVE. 4 CONSTRUCT 8" S.S. ROLL GROOVED COUPLING, VICTAULIC OR EQUAL. 5 CONSTRUCT 10" S.S. ROLL GROOVED COUPLING, VICTAULIC OR EQUAL. 6 CONSTRUCT PIPE SUPPORT PER SHEET M10.0 DETAIL S1 7 CONSTRUCT CONCRETE PUMP PEDESTAL PER MANUFACTURER'S RECOMMENDATION. 2 134 56 7

ENGINEER NO. APP. DATE BY DATE NO
PACE JOB NO. C058-10 REVISIONS
SHEET
Xrefs: C058-00 36X24.dwg; C058-MECH RAS PUMP STATION.dwg; C058-10 RAS Pump.dwg w:\C058\engineering\C058-10\sheets\C058-10-M3.2 RAS PS.dwg - Tab: M3.3 - by mmills on 11/24/25 at 4:17:28 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com Advanced Water Engineering PREPARED BY: CALIFORNIA OWNER: KINGS COUNTY SHEET TITLE: MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION". THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY ANDY KOMOR CXXXXX PROJECT: 1" PREPARED BY: REGISTERED PROFESSIONAL EXPIRATION DATE: XX/XX/XXXX DRAWN BY: T.GDESIGN BY: A.T.K CHECKED BY: A.T.K SCALE: AS SHOWN DATE: NOV 2025 12345 M3.3RAS PUMP STATION SECTION I

RAS/WAS PUMP POINT-OF-CONENCTION
SCALE: N.T.S

RAS/WAS PUMP POINT-OF-CONENCTION
SCALE: N.T.S
RAS/WAS NO. 07-PMP-040
DISCHARGE P.O.C
RAS/WAS NO. 07-PMP-050
DISCHARGE P.O.C
RAS/WAS NO. 07-PMP-040
SUCTION P.O.C
RAS/WAS NO. 07-PMP-050
SUCTION P.O.C
RAS/WAS NO. 07-PMP-040
DISCHARGE P.O.C
RAS/WAS NO. 07-PMP-050
DISCHARGE P.O.C

ENGINEER NO. APP. DATE BY DATE NO
PACE JOB NO. C058-10 REVISIONS
SHEET
Xrefs: C058-00 36X24.dwg; C058-MECH RAS PUMP STATION.dwg; C058-10 RAS Pump.dwg w:\C058\engineering\C058-10\sheets\C058-10-M3.2 RAS PS.dwg - Tab: M3.4 - by mmills on 11/24/25 at 4:17:28 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com Advanced Water Engineering PREPARED BY: CALIFORNIA OWNER: KINGS COUNTY SHEET TITLE: MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION". THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY ANDY KOMOR CXXXXX PROJECT: 1" PREPARED BY: REGISTERED PROFESSIONAL EXPIRATION DATE: XX/XX/XXXX DRAWN BY: T.GDESIGN BY: A.T.K CHECKED BY: A.T.K SCALE: AS SHOWN DATE: NOV 2025 12345 M3.4RAS PUMP STATION SECTIONS II

SECTION
SCALE: N.T.S 4
EQUIPMENT LIST (SEE SHEET G1.0 FOR DETAILS): 4 RAS/WAS PUMP

EQUIPMENT LIST CALL OUT
LEGEND:

CONSTRUCTION NOTE CALL OUT ##
CONSTRUCTION NOTES:
1 INSTALL 8" PLUG VALVE. 2 INSTALL 10" PLUG VALVE. 3 INSTALL 8" SWING CHECK VALVE. 4 CONSTRUCT 8" S.S. ROLL GROOVED COUPLING, VICTAULIC OR EQUAL. 5 CONSTRUCT 10" S.S. ROLL GROOVED COUPLING, VICTAULIC OR EQUAL. 6 INSTALL 10" X 8" REDUCING D.I. ELBOW
7 INSTALL 10" D.I. FLEX CONNECTION 12 3 4 6 5
113
112
112 PRESSURE TRANSMITTER W/ SWITCH PER SHEET M10.4 DETAIL H 113 PRESSURE GAUGE 7 8 INSTALL 10" D.I. 22.5° PIPE BEND 8

1002.00' TOW 995.67' FFE 989.00' FFE 989.6'± EX. 18" IE 989.58' 24" IE 999.00' TOW WEIR EL. 5'-0" 1'-0" 6"
6" 998.4'± FG 998.9'± FG 1'-0" 4'-0" TYP. 5'-0" 999.58' BOTTOM V-NOTCH EL. (FIXED) 999.52' BOTTOM V-NOTCH EL. (ACTUATED) 1002.00' TOW 989.00' FFE 1'-0" 3'-6" 120.0°
1'-0" 3'-6" 120.0° 998.6'± FG 998.7'± FG 1'-0" 4'-8" TYP. 4'-8" 4'-8" 1'-0" TYP. 1'-0" TYP. 12'-0" 18'-0"
1'-0"
TYP.
16'-0"
7"
3'-6"
TYP.
2'-2" 4'-0" 6'-0" 5'-2" 11" 1'-8" 1'-8"
4'-10"
1'-3
1 2
" 2'-3" 8"
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-MECH RAS SPLTR SECT.dwg; C058-MECH RAS SPLTR.dwg w:\C058\engineering\C058-10\sheets\C058-10-M3.2 RAS SPLITTER BOX.dwg - Tab: M3.5 - by mmills on 11/24/25 at 4:11:11 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M3.5 ----

RAS SPLITTER BOX
PLAN AND SECTIONS RAS SPLITTER BOX PLAN VIEW SCALE: 1/2"=1'-0" CONSTRUCTION NOTES: 1 EXISTING 18" RAS FORCE MAIN, PROTECT IN PLACE. -A
2 EXISTING 18" RAS FORCE MAIN TO BE CUT AND REMOVED UPON COMPLETION OF RAS STRUCTURE. 3 CONSTRUCT PIPE PENETRATION PER DETAIL B/M10.2. 5 INSTALL 5'-2' x 4'-10" PRECAST WAFFLE BAFFLE PANEL PER DETAIL HEREON (TYP.3). 1 B
- SECTION A SCALE: 1/2"=1'-0" SECTION B SCALE: 1/2"=1'-0" INSTALL 24" C900 PVC RAS PIPELINE. PRECAST WAFFLE PANEL (3 REQUIRED) SCALE: 1/2"=1'-0" 6 - 8"Ø HOLES LIFTING EYE (TYP. 4) PLAN TYP. SECTION 3/4" CHAMFER (TYP.) #5 H2E (TYP.) 3 2 1
4 CONSTRUCT PIPE PENETRATION PER DETAIL A/M10.2.
4 3
1 3
4 5
5 6
6 (TYP.) INSTALL 3'-0"W x 3'-6"H ALUMINUM ACCESS STAIRS. 6 6 CLASS "C" CONC. FILL INSTALL ALUMINUM GRATING PER SPECIFICATIONS. 7 8 INSTALL ALUMINUM SAFETY RAILING PER DETAILS A & B/M10.5. 7 8
8 8 (TYP.)
9 24" C900 PVC, SEE SHEET C2.1 FOR CONTINUATION 10 11 INSTALL 24"-90° D.I. BEND w/ MJ RESTRAINTS & TB PER DETAIL X/CX.X. 9 INSTALL 24" D.I. CAP w/ MJ RESTRAINTS. 1011 2 6 (TYP.) 8
9 11 9 10
7 6 6
8 8 EQUIPMENT LIST CALL OUT LEGEND: CONSTRUCTION NOTE CALL OUT ##EQUIPMENT LIST: 117 ELECTRICALLY ACTUATED WEIR GATE 118 SLIDE GATE 119 WEIR GATE 118 117 119 119 119 117 118 118 12 12 CONSTRUCT CONCRETE KNOCK-OUT WALL PER STRUCTRAL PLANS. CONCRETE SPLITTER BOX PER STRUCTURAL PLANS CONCRETE SPLITTER BOX PER STRUCTURAL PLANS 12 13 13 FILL WITH ASPHALT FINISH OVER COMPACTED SAND FILL. 13

52'-0" 4'-3" 14'-8" 14'-2" 14'-8" 4'-3"
5'-3"
28'-6"
7'-0" 5'-3" 11'-0" 3'-6" 16'-6"
20'-0"
1'-0" 2'-6"
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-10 Chem Shade Structure.dwg w:\C058\engineering\C058-10\sheets\C058-10-M4.0 CHEMICAL MECH PLAN.dwg - Tab: M4.0 - by mmills on 11/24/25 at 4:04:02 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M4.0 ----

CHEMICAL STORAGE

PLAN AND SECTIONS

1. ALL VALVES FOR 12.5% SODIUM HYPCHLORITE (CHLORINE) USE SHALL BE TRUE UNION TYPE. BALL VALVES SHALL INCLUDE A VENTED BALL. 2. PIPE SUPPORTS FOR CHEMICAL SERVICE AREA SHALL BE NON-METALLIC. 3. EYEWASH PIPING SHALL INCLUDE FREEZE PROTECTION (THERMAL INSULATION AND HEAT TRACE). 4. POTABLE WATER FEED TO EYEWASH STATION SHALL INCLUDE A FLOW SWITCH (FOR ALARMING PURPOSES). 5. PIPING SHALL BE LABELED AND COLOR PER SPEC XX XX XX. 6. SLOPE FLOOR W/ 2% SLOPE TOWARDS TRENCH DRAINS. CONSTRUCTION NOTES: 2 1 ROUTE TO PLANT DRAIN MH CONSTRUCT ALUMINUM SHADE STRUCTURE PER STRUCTURAL / ARCHITECTURAL. INSTALL 2" WIDE FLOOR TRENCH DRAIN WITH FRP GRATING (NDS OR EQUAL). CHEMICAL STORAGE PLAN SCALE: 3/8" = 1'-0" SECTION A SCALE: 3/8" = 1'-0" A-- NOTES:

B--
C-- EQUIPMENT LIST (SEE SHEET G1.0 FOR DETAILS): 5A SODIUM HYPOCHLORITE FEED SYSTEM 5B SODIUM HYPOCHLORITE TANK 5C ELECTRIC WATER HEATER 108 ULTRASONIC LEVEL TRANSMITTER 5D DUPLEX SUMP PUMP (INSTALL PER DETAIL F, SHEET M10.6) 109 TANK LOW LEVEL SWITCH 110 SUMP HIGH LEVEL SWITCH 3 CONSTRUCT CONCRETE PAD PER DETAIL D, SHEET M10.5. 4 INSTALL EYEWASH SHOWER STATION PER DETAIL J, SHEET M10.4. 5 INSTALL STAINLESS STEEL LABORATORY SINK. 6 INSTALL ALUMINUM VERTICAL CROSSOVER LADDER PER MANUFACTURER'S REQUIREMENTS.7 CONSTRUCT CONCRETE FOUNDATION AND COLUMN FOOTING SUPPORT PER STRUCTURAL. 12 3 3 7 6 3 5A 5D (TYP.) 4
8 INSTALL SCH. 80 DOUBLE CONTAINMENT PIPING SYSTEM (1/2" CARRIER PIPE W/ 2" CONTAINMENT) (PMP-XXXXX) 8
5 5 (TNK-XXXXX) 5B (LIT-XXXXX) 108 5 26 108 26 108 26 108 109 (LSL-XXXXX) 1 (TYP.) 2 (TYP.) (TYP.) 5 110 (LSH-XXXXX)
2% SLOPE
2% SLOPE
RESINOUS FLOORING SYSTEM (TYP.) SEE SHEET G6.0 FOR DETAILS (PMP-XXXXX) (PMP-XXXXX) 5A 8 (PMP-XXXXX) 5A 5A (PMP-XXXXX) (PMP-XXXXX) 5D (TNK-XXXXX) 5B (LIT-XXXXX) 108 109 (LSL-XXXXX) (TNK-XXXXX) 5B (LIT-XXXXX) 108 109 (LSL-XXXXX)

3'-6" 16'-6"
20'-0"
1'-0" 2'-6"
20'-0"
20'-0" 28'-6" 5'-3" 18'-0" 5'-3"
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-10 Chem Shade Structure.dwg w:\C058\engineering\C058-10\sheets\C058-10-M4.1 CHEMICAL MECH SECTIONS.dwg - Tab: M4.1 - by mmills on 11/24/25 at 3:04:24 PM Dimscale = 24; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M4.1 ----

CHEMICAL STORAGE
SECTIONS I 1/4" SLOPE
1 BID COORDINATION 10/23 MJM SECTION C SCALE: 3/8" = 1'-0" 1. ALL VALVES FOR 12.5% SODIUM HYPCHLORITE (CHLORINE) USE SHALL BE TRUE UNION TYPE. BALL VALVES SHALL INCLUDE A VENTED BALL. 2. PIPE SUPPORTS FOR CHEMICAL SERVICE AREA SHALL BE NON-METALLIC. 3. EYEWASH PIPING SHALL INCLUDE FREEZE PROTECTION (THERMAL INSULATION AND HEAT TRACE). 4. POTABLE WATER FEED TO EYEWASH STATION SHALL INCLUDE A FLOW SWITCH (FOR ALARMING PURPOSES). 5. PIPING SHALL BE LABELED AND COLOR PER SPEC XX XX XX. 6. SLOPE FLOOR W/ 2% SLOPE TOWARDS TRENCH DRAINS. CONSTRUCTION NOTES: 2 1 CONSTRUCT ALUMINUM SHADE STRUCTURE W/ DROP DOWN PANELS PER ARCHITECTURAL. INSTALL 2" WIDE FLOOR TRENCH DRAIN WITH FRP GRATING (NDS OR EQUAL). NOTES: EQUIPMENT LIST (SEE SHEET G1.0 FOR DETAILS):3 CONSTRUCT CONCRETE PAD PER DETAIL D, SHEET M10.5. 4 INSTALL EYEWASH SHOWER STATION PER DETAIL J, SHEET M10.4. 5 INSTALL STAINLESS STEEL LABORATORY SINK. 6 INSTALL ALUMINUM VERTICAL CROSSOVER LADDER PER MANUFACTURER'S REQUIREMENTS.7 CONSTRUCT CONCRETE FOUNDATION AND COLUMN FOOTING SUPPORT PER STRUCTURAL.8 INSTALL RESINOUS FLOORING SYSTEM. SEE SHEET G6.0 FOR DETAILS. 1 3 2 5A
5 8 1/4" SLOPE SECTION B SCALE: 3/8" = 1'-0" 5A5B
8 2
76 5B 5A SODIUM HYPOCHLORITE FEED SYSTEM 5B SODIUM HYPOCHLORITE TANK 5C ELECTRIC WATER HEATER 108 ULTRASONIC LEVEL TRANSMITTER 5D DUPLEX SUMP PUMP (INSTALL PER DETAIL F, SHEET M10.6) 109 TANK LOW LEVEL SWITCH 110 SUMP HIGH LEVEL SWITCH

M4.2 ----

CCB SAMPLE
RELOCATION PLAN MECHANICAL PLAN SCALE: N.T.S.

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg; C058-CONSTRUCTION NOTES - UNIVERSAL.dwg w:\C058\engineering\C058-10\sheets\C058-10-M6.0 CCB Modifications.dwg - Tab: M4.2 - by mmills on 11/21/25 at 3:48:59 PM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5

MAX. SPAN (FT.) PIPE SIZE 10
-- 10
-
-- 65.5
5 10 8
- 10
6 85 10 - 1010
-- 9
99 10 - 1010
-- 10 8 10 1/2 3/8 3/8
17/8 3/4 5/8

ROD SIZE (INCHES)

STEEL PIPE

COPPER PIPE

PVC PIPE

DUCTILE IRON PIPE
FIBERGLASS 6" ABOVE 12" 2 1/2" TO 3 1/2" 8" TO 12" 4" TO 5" 1 1/4" TO 2" UP TO 1" GENERAL NOTES: WHERE NO REFERENCE TO PIPE HANGERS OR SUPPORTS IS GIVEN ON THE DRAWINGS, THE CONTRACTOR SHALL USE THE APPROPRIATE HANGER OR SUPPORT SHOWN ON THIS DRAWING. MAXIMUM HANGER AND SUPPORT SPACING SHALL BE AS SHOWN IN SCHEDULE "A" ON THIS DRAWING. FIGURE NUMBERS ARE B-LINE, UNISTRUT OR GRINNELL. 1. ALL CONCRETE INSERTS, BRACKETS, CHANNELS, BOLTS, RODS, AND MISCELLANEOUS HARDWARE USED FOR PIPE HANGERS OR SUPPORTS SHALL BE 316 S.S., U.N.O. 2. CONCRETE CONTINUOUS INSERTS, B-LINE SERIES B52i, OR EQUAL, SHALL BE PROVIDED IN THE WALLS AND CEILINGS AS REQ'D OR AS NOTED ON THE DRAWINGS. INSERTS IN THE WALLS SHALL BE VERTICAL, UNLESS OTHERWISE NOTED AND SHALL BEGIN 6 INCHES ABOVE THE FLOOR AND END 6 INCHES BELOW THE CEILING. INSERTS IN THE CEILING SHALL BEGIN AND END 3 INCHES FROM WALLS AND BEAMS, WHERE PRACTICABLE. THE CENTERLINES OF WALL AND CEILING INSERTS SHALL ALIGN. MAXIMUM CENTER TO ENTER SPACING OF INSERTS SHALL BE 5'-0". 3. IN AREAS NOT COVERED UNDER NOTE 3, CONCRETE INSERTS SHALL BE B-LINE SERIES B3014N WITH APPROPRIATE NUT, B-LINE SERIES B521i CHANNEL EMBEDDED ANCHOR BOLTS, OR EQUAL. IN WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER (FOR EQUIPMENT LIFTING DEVICES, (SEE STRUCTURAL DRAWINGS). 4. SUPPORTS SHALL MEET MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY STANDARD PRACTICE SP58, LATEST EDITION. 5. HANGER BRACKET AND SUPPORT COMPONENTS MAY BE INTERCHANGED AS APPROVED BY THE ENGINEER. 6. TRAPEZE AND PIPE RACK COMPONENTS SHALL HAVE A MINIMUM STEEL THICKNESS OF 12 GAUGE. MAXIMUM DEFLECTION SHALL BE LIMITED TO 1/240 OF THE SPAN. CHANNEL COMPONENTS SHALL BE B-LINE SERIES B22 OR B22A, OR EQUAL. 7. CONCRETE INSERTS IN AREAS BELOW WATER SURFACE OR NORMALLY SUBJECT TO SUBMERGING SHALL BE EMBEDDED ANCHOR BOLTS, OR APPROVED EQUAL. IN NO CASE SHALL CONCRETE CONTINUOUS INSERTS BE USED IN THESE AREAS. 8. ALL PIPING, DUCTWORK, ACCESSORIES, APPURTENANCES, ETC. SHALL BE ANCHORED TO RESIST 200% OF THE APPLIED LOAD & A LATERAL SEISMIC FORCE OF 40 PERCENT OF ITS WEIGHT WITHOUT EXCESSIVE DEFLECTION. 9. CONTRACTOR SHALL VERIFY ALL SUPPORT DIMENSIONS AND LOCATIONS WITH APPROVED SHOP DRAWINGS FOR ITEMS BEING SUPPORTED BEFORE FABRICATION OR INSTALLATION OF SUPPORTS. 10. UNISTRUT PER PIPE SUPPORT USED. UNISTRUT MAY BE INSERT TYPE, P3700 SERIES SET FLUSH WITH WALL SUPPORT ON PIPE SUPPORT AT FLANGE (2)-BOLTS MIN. 1/2" AND EDGES 1/4 1/4 FLANGE O.D. REDUCER PIPE, 3" LONG MALLEABLE IRON 1/4"
MIN. 3" STD. STEEL BASE PLATE (4)-TACK WELDS AT 90° 3/8" PLATE DRILLED TO MATCH FLANGE BOLTS ROUND CORNERS (TYP) 1 1/2" 1/4 H = PER PLAN
H/2, 6" MIN. GROUT OR DRY PACK 3/4" MIN.,
6" THREAD PIPE HANGER UNISTRUT J1205-J12015 1/2"Ø THREADED ROD W/ NUTS & WASHERS BEAM CLAMP UNISTRUT P2824-6 3" MIN. CLR. 3" MIN. CLR. S7 S3 FLANGED PIPE TO FLANGE L3x3x1/4 BOLT C3x5.0 GROUT AS REQD AT STL FLOOR A.B. IN CONCRETE LENGTH PL 3x1/4x0'-8" S2 CEILING OR WALL FRAMING CHANNELS B22 ALL PURPOSE S6 B2400 S4 4-5/8" 4-3/4" 4-3/4" FLOOR CEILING WALL BASE PLATE 5/8 X 9 X 9 5/8 X 9 X 9 3/8 X 9 X 9 MEMBERANCHOR BOLTS 1. NOTES: 3. 2. PIPE SUPPORT MAY BE ORIENTATED IN ANY DIRECTION. FIG. 264 AS APPROVED BY ENGINEER. FOR H > 3'-0", CONTRACTOR SHALL USE GRINNELL LOCATION PIPE DIRECTLY TO 3/8" PLATE ATTACHED TO PIPE FLANGE. DELETE 2 1/2" PIPE AND REDUCER AND WELD 3" STEEL AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, S1 RIGID PIPE STRAP S5 CONCRETE WALL S8 PVC PIPE < 1" AND OTHER PIPE <2 1/2" GRINNELL FIG. 126 ONE HOLE CLAMP ANCHOR BOLTS W/ LOCK WASHERS, DOUBLE NUTTED AT SLAB FLOOR, WALL OR CEILING ROUND CORNERS & EDGES 3" EXTRA STRONG STL. PIPE (FIELD VERIFY REQ'D INSTALLATION LENGTH) ATTACH DIRECTLY TO BASE PLATE WHEN HEIGHT LESS THAN 9" PLUS PIPE O.D./2 2 1/2" EXTRA STRONG SS PIPE (MIN) 5/8" THROUGH BOLT W/NUT & LOCK WASHER 3/8" PLATE, WIDTH EQUAL TO PIPE FLANGE O.D. ROUNDED CORNERS & EDGES 3/8" SST EXP BOLTS @ 12" O.C.B-297-12 THROUGH B-297-24 TO SUIT B22 ALL PURPOSE FRAMING CHANNELS PVC PIPE BEING SUPPORTED PVC SLEEVE I.D. 1/4" LARGER THAN PIPE O.D. SLEEVE 4" LONG EPOXY CAPSULE ANCHOR 5/8" CONT THREADED ROD RISER CLAMP FIG. B3131 OR OFFSET CLAMP FIG. B3148 TO 8" SIZE EPOXY CAPSULE ANCHOR 1/16" SMALLER THAN HOLE IN CLAMP AS REQ'D 5/8" "U" BOLT w/ NUTS 5/8" SST EXP. BOLTS (TYP.) FACTORY FABRICATED WELDED STEEL BRACKET B3067 6" SQx1/4" STL PLATE w/ 3/8"Ø ANCHORS 2'-0" MAX. UNISTRUT CHANNEL P1000 12 GA. OR EQUAL (TYP.) UNISTRUT CHANNEL P1001 12 GA. OR EQUAL UNISTRUT CHANNEL BRACE, P2484 12 GA. OR EQUAL (TYP.) UNISTRUT CUSH-A-CLAMP ASSEMBLY U-BOLT SERIES OR EQUAL (TYP.) PER PLAN PER PLAN MIN. 1-1/2" NON-SHRINK GROUT (TYP.) S1A DIMENSIONS PIPE Ø SIZE 4-12 14-16 SIZE 5/8 1/2 BOLT 18-36 7/8 INSTALLATION NOTE: PIPE SUPPORT SPACING, MATERIAL AND QUANTITY PER SPECS. * BOLT EMBEDMENT DEPTH PER TABLE HEREON. STL. BASE PLATE * S.S. BOLTS SIZE PER TABLE THREADED STAND PIPE "A" PER TABLE GROUT PIPE "A" 4" 3" STAND 6" PIPE "B" 3" 2 1/2" ADJ. 4" FLANGE SUPPORT PLATE THK. "C" 1/4" 3/8" 3/8" 2' X 2'X 18" CONC FOOTING WHERE REQ'D #4 @ 10" O.C. 6 -#4 1'-6" S10 S11 S9 U-BOLT AND HARDWARE GRINNEL FIG. 137 OR EQUAL 2" MAX. S.S. WEDGE ANCHOR BOLTS PER PLAN OFFSET 304 S.S. PIPE CLAMP (6'-0" MAX. SPACING) 2" STRIP OF RUBBER FABRIC FACE OF WALL A 2 1/2" MIN.

B DIMENSIONS
810126 16 7/16 24 7/8 21 1/2 14 3/8453 PIPE SIZE
A 11 11/16 10 9/16 9 1/2 SIZE BOLT 9/16 13/16 13/16 9/16 HOLE SIZE 7/16 9/16 9/16 B 1/2 1/2 3/4 3/4 3/8 1/2 1/2 18 31 13/16 3/4 24 37 1 11/16 1 B2400 TURNBUCKLES FIG. B3202 B22 ALL PURPOSE FRAMING CHANNEL HANGER #P2682 "UNISTRUT" CLEVIS BOLT DIAMETER 1/2" 6" 4" 5/8" 6" 4" 7" 5" 8" 6" 9" 7" 10" 8" 11" 9" - - - - - VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH HEADED STUD FILLET WELD SIZE, "S". 3/4" 7/8" 1" 1 1/8" 1 1/4" 1/4" 5/16" 5/16" 5/16" 3/8" - - - - - TYP. ANCHOR AND EXPANSION BOLT SCHEDULE CHANNEL UNISTRUT 6" SQx1/4" STL PLATE W/3/8"Ø ANCHORS UNISTRUT SERIES 2558 PIPE STRAP FOR RIGID CONNECTION (TYP). DO NOT USE FOR PVC > 2". FOR SLIDE SUPPORT OF PVC PIPE, SEE DETAIL PS6 S12 ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.0 MECH DETAILS.dwg - Tab: M10.0 - by mmills on 11/21/25 at 11:21:03 AM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M10.0 ----

MECHANICAL DETAILS
I

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.0 MECH DETAILS.dwg - Tab: M10.1 - by mmills on 11/21/25 at 11:21:03 AM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M10.1 ----

MECHANICAL DETAILS
II ROOF JOIST BEAM, OR PURUN L4x4x3/8" GALV. NUT & PIPE CLAMP WASHER (TYP) 3/4"Ø GLAV. HANGER ROD (TYP) CROSS BRACE MODULAR STRUT. LENTGTH TO SUIT, SPACE @ 5'-0" MAX, UNLESS SHOWN OTHERWISE GALV. NUT & WASHER UNISTRUT P1001 BEAM OF JOIST PER PLAN (TYP) UNISTRUT CONNECTION P2867A UNISTRUT HINGE CONNECTION P1354 UNISTRUT CONNECTION P2867A AS NEEDED TO ACHIEVE REQ'D BRACE ANGLE UNISTRUT CONNECTION P2868AUNISTRUT P1000 (TYP) HANGER ROD SIZE "A" LENGTH OF ROD VARIES AS REQ'D PIPE SIZES VARY CLEVIS HANGER TO FIT PIPE SIZE FED SPEC WW-H171E NOTE: 1. UNISTRUT MEMBERS AREA NOTED. EQUAL MANUFACTURES MAY BE SUBSTITUTED. PIPE CEILING SUPPORT DETAIL NOTES: 1. MAX 10" DIP OR 14" SCH.10 S.S. AIR PIPE. 2. CONCRETE WALL, PIPE, AND ATTACHMENT BY OTHERS. 3. L4"x4"x 1 4" AT 10'-0" MAX. O.C. 4. 1
2"x9"x9" STEEL PLATE w/ 4 - 3
4"Ø HILTI STAINLESS STEEL KWIK BOLT TZ, OR APPROVED EQUAL. 5. CONCRETE WALL. (4) (5) (2) 9" MAX (3)(1) PIPE SUPPORT AT WALL S21 CHANNEL UNISTRUT UNISTRUT SERIES 2558 PIPE STRAP FOR RIGID CONNECTION (TYP). DO NOT USE FOR PVC > 2". FOR SLIDE SUPPORT OF PVC PIPE, SEE DETAIL PS6 6" SQx1/4" STL PLATE W/3/8"Ø ANCHORS CHANNEL UNISTRUT S12 (TYP.) CONCRETE WALL OR FLOOR PIPE < 4"
2" MIN. UNISTRUT SERIES 2558 PIPE STRAP FOR RIGID CONNECTION (TYP). DO NOT USE FOR PVC > 2". FOR SLIDE SUPPORT OF PVC PIPE, SEE DETAIL PS6 1/2" BOLT w/ UNISTRUT P1064 FLAT PLATE FITTING UNDER CHANNEL AND UNDER BOLT HEAD (TYP.) UNISTRUT CHANNEL P1000 (OR P1001 OR P1001-3 AS REQ'D TO OFFSET FROM WALL) 1/2" CAPSULE ANCHOR (TYP.) 6" SQx1/4" STL PLATE W/3/8"Ø ANCHORS UNISTRUT SERIES 2558 PIPE STRAP FOR RIGID CONNECTION (TYP). DO NOT USE FOR PVC > 2". FOR SLIDE SUPPORT OF PVC PIPE, SEE DETAIL PS6 S14 EXIST. CONCRETE PEDESTAL (2) LAYERS 15# FELT OR EQUAL S13 D
C
B
VARIES

A PLATE SIZE A PIPE SIZE
3 PIPE SIZE B 5+ x1/4 1 1/2 PIPE SIZE C 2 1/2 PLATE SIZE D 8x8x3/8 4 6+ x1/4
2 3 8x8x3/8
6 6+ x1/4
2 3 8x8x3/8
8 7+ x3/8
3 4 8x8x1/2 10 7+ x3/8
3 4 8x8x1/2 12 9+ x3/8
4 6 10x10x3/4 14 9+ x3/84 6 10x10x3/4 S16 S17 1/8"Ø SS AIRCRAFT ASSEMBLY R-0202 CABLE. 7X19 STRAND "MASON" SEISMIC- "MASON" SCB-1

45.00° PIPE PER PLAN S15 AS REQD. UNISTRUT U-BOLT ASSEMBLY (UB8PA) 2" MAX MAX.
11" UNISTRUT S.S. CHANNEL (P1000 ) 5/8" THREADED 304 S.S. ROD HILTI 304 S.S. ROD COUPLING ANCHOR BOLT EMBEDDED 1/2"Ø ANCHOR BOLTS "UNISTRUT" CLEVIS HANGER #P2682 3/8" HANGER ROD "UNISTRUT" CLEVIS HANGER #P2677 3/8"Ø BOLT 2" WIDE X 20 GA. SS STRAP SS STRAPS 12 GA. x 1" WIDE 1/2" SS BOLTS 1/2" SS. BOLTS NOTE: ADD ADDITION CAPSULE ANCHOR FOR EACH ADDITIONAL PIPE. MAX DISTANCE BETWEEN RODS 4'-0" 30° MIN.

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.0 MECH DETAILS.dwg - Tab: M10.2 - by mmills on 11/21/25 at 11:21:03 AM Dimscale = 1; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 M10.2 ----

MECHANICAL DETAILS
III TAPPED MJ FLANGE w/ SST STUD BOLT OUTER FACE OF WALL, SEE STRUCTURAL PLANS FOR REINFORCING PIPE THRU WALL OR SLAB SHALL BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE INDICATED, SEE MECHANICAL PLANS PLAIN END OR FLANGE TO SUIT, SEE MECHANICAL PLANS INTEGRALLY CAST SEEP RING: 1/4" PLATE WALL FLANGE FOR PIPE ≤ 4" 3/8" PLATE WALL FLANGE FOR PIPE > 6" INTEGRALLY CAST SEEP RING: 1/4" PLATE WALL FLANGE FOR PIPE ≤ 4" 3/8" PLATE WALL FLANGE FOR PIPE > 6" EXIST. SLAB OR WALL PIPE Ø PER PLANS PIPE Ø PER PLANS CORED HOLES, ROUGHEN PER CORE DETAIL CORED HOLES, NON-SHRINK EPOXY GROUT PIPE THRU WALL OR SLAB 3"
TYP. 3/16 3/16 WALL SLEEVE MODULAR MECHANICAL SEAL w/ SST BOLTS AND NUTS EXISTING CONCRETE NEW CONCRETE CORE DETAIL GOUGE OUT AND BURN OFF EXISTING EXPOSED BARS, TYP. SIKA 223 REPAIR MORTAR, TYP. 3/16 3/16 WALL OR SLAB CAST IN-PLACE WALL SLEEVE STAINLESS STEEL/EPDM MODULAR SEAL TO MATCH CORED HOLE SIZE PER TABLE 1 HOLE I.D. PIPE SIZE PER PLAN GROUT VOID WITH NON-SHRINK GROUT 2' MAX. 9" MIN. 3/16 3/16 PIPE THRU WALL OR SLAB SHALL BE HOT-DIPPED GALVANIZED OR D.I.P. SEE MECHANICAL PLANS 3/16 3/16 PLAIN END, MJ OR FLANGE TO SUIT, SEE MECHANICAL PLANS PIPE THRU WALL OR SLAB SHALL BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE INDICATED, SEE MECHANICAL PLANS WALL OR SLAB NOTE: COAT PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT RESTRAINING RISER CLAMP DRY PACK NON-SHRINK GROUT SLAB PENETRATION (DRY PIT) OUTER FACE OF SLAB, SEE STRUCTURAL PLANS FOR REINFORCING SLAB PENETRATION (WET WELL) B
C N.T.S. FABRICATED OR D.I. WALL SLEEVES N.T.S. OUTER FACE OF SLAB, SEE STRUCTURAL PLANS FOR REINFORCING NON-SHRINK GROUT PER PLANS 1-1/2"
MIN. DRY PACK NON-SHRINK GROUT WALL PENETRATION (DRY PIT) WALL PENETRATION (WET WELL) HYDROTITE WATERSTOP BOND TO PIPE WITH RUBBER ADHESIVE OUTER FACE OF WALL, SEE STRUCTURAL PLANS FOR REINFORCING OUTER FACE OF WALL, SEE STRUCTURAL PLANS FOR REINFORCING PIPE Ø PER PLANS CAST-IN-PLACE WALL, SEE STRUCTURAL PLANS FOR REINFORCING CAST-IN-PLACE WALL, SEE STRUCTURAL PLANS FOR REINFORCING FABRICATED OR D.I. WALL PIPE FABRICATED OR D.I. WALL SLEEVE SLEEVED PIPE OPENING NOTES: 1. BOLT HEAD ON ACCESSIBLE SIDE OF WALL 2. WALL THK. OF 12" OR LESS = 1 SEAL; WALL THK. > THAN 12" = 2 SEALS 3. CORED OR CAST IN-PLACE SLEEVED HOLE DIA. PER LINK SEAL SPECIFICATIONS. PIPE MATERIAL PER PLANS. CONSULT MANUFACTURER FOR REQUIRED LINKS FOR SPECIFIC PIPE MATERIAL. 4. PIPE THROUGH WALLS SHOULD BE SEALED WITH LINK SEAL BEFORE CONNECTION TO OTHER PIPES. CORED HOLES, ROUGHEN PER CORE DETAIL PIPE THRU WALL OR SLAB

PER LINK SEAL
SEE NOTE 3 3/16 3/16 WALL SLEEVE PER DIA. PER PLANS 2" MIN. TYP. 9" MIN. CAST IN-PLACE WALL SLEEVE CORED HOLE W/ MODULAR SEAL 3/16 3/16 WALL OR SLAB MECHANICAL JOINT. WALL SLEEVE DRY PACK NON-SHRINK GROUT PIPE O.D. +2" MIN. MECHANICAL MODULAR SEAL PENETRATION TYPICAL PIPE PENETRATIONS HYDROTITE WATERSTOP BOND TO PIPE WITH RUBBER ADHESIVE PIPE O.D.
+2" MIN. PIPE Ø PER PLANS NOTE: COAT PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT PIPE O.D.
+4" MIN.

PIPE
O.D.+2" 1 1/4" POLYETHYLENE BACKER ROD OUTER FACE OF WALL POLYURETHANE JOINT SEALANT OR DRY PACK GROUT (COLOR TO MATCH) CORED HOLES WITH DRY PACK N.T.S.

A MASONRY WALL N.T.S.

D CAST-IN-PLACE CAST-IN-PLACE

1" THREADED PVC COUPLING 1" SCH.80 PVC 90° BEND
PER PLAN 1' MIN. HWL LWL
25' MAX PIPE PENETRATION PER DETAIL 1' MIN. 1" SCH.80 PVC ULTRASONIC SENSOR PRESSURE TRANSDUCER PER SPECIFICATIONS, SEE ELECTRICAL PLANS 2"Ø SCH 80 PVC STILLING WELL 1/2" CHORD SEAL SEE ELECTRICAL PLANS FOR CONNECTION 2"x 1/2" (SLPxFIPT) REDUCER BUSHING 2" (SLPxSLP) TRUE UNION 4" TIE DOWN SWITCH TO STILLING WELL PIPE SUPPORT AS REQUIRED . INSTALL 1/2"Ø HOLES ABOVE WATER LINE (TYP 3) FINISHED FLOOR SEE TABLE 3" PVC SOCKET FLOOR SUPPORT AS REQUIRED PER PLAN MOUNT NEAR GRATING DECK OPENINGS OR ACCESS HATCHES 1" PVC PIPE FOR FLOAT SWITCH MOUNTING OR TRANSDUCER STILLING WELL CONTRACTOR TO PROVIDE S.S. PIPE SUPPORT AS REQUIRED UNISTRUT OR EQUAL FLOAT SWITCH CLAMP PROVIDED BY MANUFACTURER FLOAT SWITCH 1" PVC UNION 1" 90 ° SCH.80 PVC ELBOW (TYP) PER PLAN 1' MIN. ULTRASONIC SENSOR (SEE SPECS) DECK SLAB 1" SCH.80 PVC CONDUIT PIPE SUPPORTS PER DETAIL: S8 M10.0 INSTALL PIPE PENETRATION PER DETAIL B M10.2
1' MIN. WEIR EL. WEIR BOX ULTRASONIC WALL MOUNTING DETAIL OPTIONS N.T.S.

B PRESSURE GAUGE
C FLOAT SWITCH DETAIL N.T.S.

D LEVEL TRANSDUCER DETAIL N.T.S.

E
B M10.2 4" SCH. 40 PVC INSTRUMENT WELL PIPE SUPPORT PER DETAIL 2' MAX.

PHENOLIC KNOB (2X) SUPPLIED BY INSTRUMENT MANUFACTURERS9 M10.0 MOUNTING KIT SUPPLID BY INSTRUMENT MANUFACTURER PVC END CAP 1" SCH. 40 PVC PIPE (PER MFR. REQ.) PIPE SUPPORT PER DETAIL (TYP.) INSTALL 1/2"Ø HOLES (TYP 3) S12 M10.0 MOUNTING DETAIL N.T.S.

F
CL OF PIPE 3/4" FNPT THREADOLET PROCESS AIR LINE PROCESS AIR FLOW METER. FCI MODEL ST50 OR APPROVED EQUAL NOTE: INSTALL WITH REMOTE TRANSMITTER WHERE INDICATED IN THE PLANS. INSERTION AIR FLOW METER N.T.S.

A
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.3 MECH DETAILS-2.dwg - Tab: M10.3 - by mmills on 11/21/25 at 11:20:49 AM Dimscale = 0; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 DO/TEMP/ORP/pH/LEVEL PROBE N.T.S. 1/2" BRASS CLOSE NIPPLE (TYP.) 1" BRASS BALLCORP PRESSURE GAUGE (0-300 PSI) 1" BRASS CLOSE NIPPLE 1/2" PULSATION DAMPENER 1 1/2" x 1" NYLON INSULATING BUSHING DUCTILE IRON PIPE 1 1/2" TAPPING BOSS 1" x 1/2" BRASS BUSHING 1/2" BRASS COUPLING M10.3 ----

MECHANICAL DETAILS
IV

SERVICE PIPE SIZE PER PLAN PIPE O.D. X 1" SADDLE TAP PER SPECS NEOPRENE GASKET ST. STL. U-BOLT & NUT PIPE SIZE PER PLANS CORP STOP W/ THREADED SEALANT TAPE PIPE SIZE PER PLANS AND TABLE CORP STOP W/ THREADED SEALANT TAPE SERVICE PIPE SIZE PER PLAN PRESSURE CLASS 81012643(in.) SIZE 1416182024 150 200 250 300 350 MAXIMUM RECOMMENDED DIRECT TAP SIZE (inch) -----------
----------2
------222
------2222 3/41 1 2
2223/41
11/4 1 1/4 1 1/2 1 1/2 1 1/2 SADDLE TAP DIRECT TAP
6 3/8"± I-BEAM CROSS MEMBER 5/8" 316 S.S.U BOLT (5/8"-11 UNC-2B) S.S. AIR PIPING (SIZE PER PLAN) U-BOLT CLAMP ASSEMBLY PER UNISTRUT SERIES "CUSH-A-CLAP" OR APPROVED EQUAL. INCLUDES: BOLTS TYPE 316SS, THERMOPLASTIC ELASTOMER OR APPROVED EQUAL. MOUNT AT 8' O.C. MAX. SPACING (USE TEFLON GASKET FOR AIR LINE) 1/4" (TYP BOTH SIDES) 1 2" THICK STEEL PLATE. WIDTH AND LENGTH TO MATCH CLAMP SUPPORT ASSEMBLY, WHERE REQ'D.

D EXISTING PIPE TO BE ABANDONED IN PLACE, FILL PIPE w/ CDF OR SAND CONCRETE PLUG D/2 OR 6" MIN. D/2 OR 6" MIN. SADDLE FOR TAP CONNECTIONS S.S BALL VALVE S.S CAMLOCK X MALE NPT WITH DUST CAP S.S NIPPLE, SIZE PER PLAN PIPE O.D. X 1" SADDLE TAP PER SMITH-BLAIR SERIES 317 OR EQUAL NEOPRENE GASKET 1"x1/2" NYLON INSULATING BUSHING 1/2" HOSE BIB 1/2" 316 S.S FULL PORT BALL VALVE 1/2" X 2" 316 S.S. NIPPLE (THD X PE) 1/2" 316 S.S. 90 ELBOW SERVICE PIPE SIZE PER PLAN

45.00° 2" EXTRA HEAVY FORGE S.S. HALF COUPLING SCH. 10 316 S.S. PIPE PER PLANS 3/16" THK. 316 S.S. SADDLE 1" NPT CORPORATION STOP TEMPORARY PLUG 2"x1" 316 S.S. REDUCING BUSHING 2" SENSOR MOUNTING KIT NORMAL HIGH WATERLINE 1'-6" NORMAL LOW WATERLINE PART OF MOUNTING KIT PIPE TAP SCALE: 3"=1'-0" A PIPE PER PLAN S.S. 1
2" BALL VALVE (TYP.) PRESSURE SWITCH/TRANSDUCER (AS REQ'D) PS S.S. 1 2"x
1 4" REDUCER (AS REQ'D)

PULSATION DAMPENER (TYP)
1 2" TAPPED CONNECTION (PVC) 1
2" THREADED (STEEL) S.S. 1
2" (TYP.) PRESSURE GAUGE PG DRAIN DIAPHRAGM SEAL (TYP) PIPE SUPPORT OVER OVER I-BEAM N.T.S.

B COMBINATION/AIR/VAC VALVE DETAIL N.T.S.

C PIPE PLUG N.T.S.

D 2"/3" QUICK CONN. COUPLER N.T.S.

E PROCESS SAMPLING TAP N.T.S.

F STEEL TAKE OFF N.T.S.

G NOTES: 1. DIAPHRAGM SEALS TO BE INSTALLED ON ALL PROCESS PIPING UNLESS FLUID IS POTABLE/RECYCLED WATER. 2. COORDINATE INSTALLATION OF ISOLATION BALL VALVE TO PROVIDE ADEQUATE CLEARANCE FROM PIPE IN OPEN POSITION N.T.S.

H N.T.S.

J SUSPENDED SOLIDS PROBE MOUNTING INSTALLATION COMPANION FLANGE WITH NPT NIPPLE PIPE PER PLANS STAINLESS STEEL COMBINATION AIR/VAC RELEASE VALVE PER ARI D-020 SHORT VERSION OR APPROVED EQUAL FNPT BALL VALVE (S.S.) 2" NYLON COATED DUCTILE IRON SADDLE TAP PER ROMAC 202SSU OR APPROVED EQUAL NOTES: 1. CAMLOCK AND BALL VALVE WILL BE CPVC WHEN INSTALLED ON CHEMICAL PIPING.

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.4 MECH DETAILS-3.dwg - Tab: M10.4 - by mmills on 11/21/25 at 11:21:47 AM Dimscale = 32; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 PRESSURE GAUGE & SWITCH/TRANSDUCER DETAIL I N.T.S. EYEWASH SHOWER STATION M10.4 ----

MECHANICAL DETAILS
V SHOWER HEAD SHOWER ON/OFF PULL HANDLE EYE WASH ON/OFF HAND CONTROL EYE WASH ON/OFF FOOT PETAL 1 1/4"Ø EYE WASH DRAIN EYE WASH STATION SHOWER HEAD SHOWER ON/OFF PULL HANDLE EYE WASH ON/OFF HAND CONTROL EYE WASH ON/OFF FOOT PETAL EYE WASH DRAIN 2"Ø POTABLE WATER INLET NOTE: 1. EMERGENCY EYEWASH STATION SHALL BE GUARDIAN G1902P OR EQUAL 2. EYEWASH SHALL BE PROVIDED W/ ANTI-SCALD PROTECTION ANCHOR PER MFR'S REQUIREMENT ANCHOR PER MFR'S REQUIREMENT 2" THICK NON-SHRINK GROUT

ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.4 MECH DETAILS-3.dwg - Tab: M10.5 - by mmills on 11/21/25 at 11:21:47 AM Dimscale = 32; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 MIN. 1" THK. NON- SHRINK GROUT WITH 45° CHAMFER
4"
DRILL/
EPOXY(6) #4 BARS DOWELED VERTICALLY INTO WET WELL SLAB
2"
TYP.2" TYP. #4 BARS @ 4" O.C. EACH WAY 3/4" S.S. EXPANSION BOLTS FOR PUMP MOUNTING 3/4" S.S. EXPANSION BOLTS FOR PUMP MOUNTING PER PUMP PAD N.T.S.

C
PLAN EQUIPMENT PAD DETAILS N.T.S.

D MIN. 1" THK. NON- SHRINK GROUT WITH 45° CHAMFER #4 BARS @ 6" OC EW MAINTAINING 2" MIN. CLEARANCE FROM EDGE (TYP) DRILL & EPOXY 316 S.S. ANCHOR BOLTS, SIZE PER MFR. REQUIREMENTS (4" MIN. EMBEDDED DEPTH). .EQUIPMENT ANCHOR LOCATIONS PER MANUFACTURER. PROVIDE EQUIPMENT LEVELING NUT & NON SHRINK GROUT AS REQUIRED. #4 BARS @ 6" OC EW MAINTAINING 2" MIN. CLEARANCE FROM EDGE (TYP) DOWEL & EPOXY #4 BAR (6" MIN. EMBED.) @ 12" O.C. MAX. (MIN. TWO ANCHOR DOWELS) 12" MIN. FLOOR SLAB THK. NOTIFY ENGINEER IF LESS THAN 12" 4" MIN. 4"
M IN.
6" MIN.

EMBED.
4"
MIN. HEIGHT PER PLAN (6" MIN.) ROUGHEN EXISTING SURFACE. 1/4" (AMPLITUDE). TYPICAL RAILING POST CONNECTION DETAILS N.T.S.

A FIXED CORNER MOUNT SURFACE CORNER MOUNT KICK PLATE NOT SHOWN (CHANNEL MOUNT SIMILAR) FIXED I-BEAM MOUNT FIXED SIDE MOUNT FIXED SURFACE OR EMBEDDED MOUNT 2 7/8"
(TYP)
6"
(TYP) SIDE MOUNT SOCKET SLEEVE REMOVABLE POST SURFACE MOUNTED SOCKET POST KICK PLATE 1 4" SST BOLT SURFACE MOUNT AL FLG W/ (4)-3/8"Ø SST ANCHORS EMBEDDED MOUNT 3"Ø HOLE 6" DEEP FILLED w/ CONCRETE POST KICK PLATE 1 4" SST BOLT CONC.
3 8" SST ANCHOR (TYP OF 4) 3"-4" 6" MIN. POST
3 8" SST BOLT (TYP OF 4) AL SPACER BAR AS REQUIRED TO CLEAR FLANGE I-BEAM POST KICK PLATE 1 4" SST BOLT AL FLANGE W/ (4)-3/8" SST EXP BOLTS FABRICATE W/ 1 4" AL PL POST WELDED TO BASE
1 2" SST BOLT (TYP OF 2) POST KICK PLATE
1 4" SST BOLT CONCRETE 2" ALUMINUM SOCKET W/ ALUMINUM BASE PLATE PER MFG PIPE COLLAR PER MFG. 6" MIN. POST 3 8" SST BOLT (TYP OF 4) AL SPACER BAR AS REQUIRED TO CLEAR FLANGE I-BEAM 8" MIN. 2" SOCKET SLEEVE PER MFG. PIPE COLLAR PER MFG. REMOVABLE POST EMBEDDED SOCKET SLEEVE 2" EMBEDDED SOCKET SLEEVE PER MFG ALUMINUM POST KICK PLATE 1 4" SST BOLT 12" Ø CONCRETE FOOTING MIN. 24" DEEP PIPE COLLAR PER MFG. 6" MIN. 6" MIN.

B
1'-8" 1'-8" HANDRAIL NOTES:
6" 3'-6" WALL MOUNT TYPICAL FIXED BY GROUT (SEE SPECS). RAILING SECTION SMOOTH AND TIGHT. REFER TO ELECT. PLANS FOR LIGHT POST LOCATIONS AND DETAILS WHERE REQUIRED. CHAIN GATE 3. VERTICAL MITERS, OFFSETS OR PROTRUSIONS IN THE TOP RAIL ARE NOT ACCEPTABLE. ALL SPLICES SHALL BE 1. ALUM. TUBE (OR POST) TO BE SET IN CORED OR FORMED HOLES (REMOVABLE FORMS) AND SECURELY 4. PROVIDE EXPANSION JOINTS IN HANDRAILING PER MANUFACTURER RECOMMENDATIONS. TYPICAL RAILING DETAILS 2. TOP RAIL AT END POST SHALL BEND DOWN ON 1" MAX. CENTER LINE RADIUS. TOP RAIL AT CORNERS SHALL BE A SIDE OUTLET ELBOW (OR OFFSET CORNER POST 6" AND USE 3" CENTER LINE RADIUS HORIZ. BEND IN ALL RAILS AND TOEBOARD). N.T.S. 1 1/2" ALUM. POSTS AND RAILS (SEE SPECS.) 3/0 PASSING LINK CHAIN, SST (TYP) 6'-0" MAX. POST SPACING 4" KICK PLATE SEE POST CONNECTION PER DETAIL C 3/8" EXP BOLT (TYP) SNAP HOOK (TYP) 1"x 3"x 1/8" STL PLATE (TYP) 1 1/2" AL RAIL (TYP) AL FLG (TYP) 3/8" EXP. BOLT (TYP) M10.5 ----

MECHANICAL DETAILS
VI

SEE ELECTRICAL PLANS FOR CONNECTION 1/2" CHORD SEAL 2"x 1/2" (SLPxFIPT) REDUCER BUSHING 2" (SLPxSLP) TRUE UNION BLINE B2400 316SS STRAP (TYP OF 2) INSTALL 1/2"Ø HOLES ABOVE WATER LINE (TYP 3) 2"Ø SCH 80 PVC STILLING WELL PRESSURE TRANSDUCER PER SPECIFICATIONS, SEE ELECTRICAL PLANS WEIR GATE 4"
3'-0"
6"
SEE PLANS 1'-6"
6"
1'-0"
MAX
1'-0"
MAX 1/2"Ø 316 S.S. ANCHOR BOLTS 4" EMBEDMENT (TYP) 7" F.F. TOP OF SLAB 3'-0" MIN. TELESCOPING LADDER EXTENSION PER OKEEFE NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION OF LADDERS WITH PROJECT ENGINEER BEFORE INSTALLATION. 2. CONTRACTOR TO FABRICATE LADDER AS SHOWN OR PROVIDE AN APPROVED EQUAL (OKEEFE MODEL 501 AL LADDER w/SERRATED RUNGS). 3. CONTRACTOR TO PROVIDE CAGED LADDERS WHERE HEIGHT IS 20 FEET OR ABOVE. OFF FLOOR MOUNTING BRACKET PER OKEEFE WEIR MOUNTED LEVEL TRANSDUCER DETAIL N.T.S.

A NOTE: 1. TERMINATE INSTRUMENT CABLES IN A FIELD-MOUNTED TERMINAL ENCLOSURE. ENCLOSURES WITHIN AN NFPA/NEC CLASSIFIED AREA SHALL BE RATED FOR HAZARDOUS SERVICE 2. IN LOCATION WHERE A HATCH/GRATING IS NOT AVAILABLE, CONTRACTOR TO INSTALL STILLING WELL THROUGH THE DECK SLAB AND INSTALL PIPE PENETRATION PER DETAIL:

BM8.2 WEIR FULLY CLOSE WEIR FULLY OPEN ACCESS LADDER DETAIL SCALE: 3/4"=1'-0" B
S PSL WASH WATER PIPE CONNECTION N.T.S.

D INCOMING WATER SIZE PER PLAN BY CONTRACTOR BY MANUFACTURER NPT COUPLING (BY CONTRACTOR) WYE STRAINER SHUT-OFF VALVE REDUCER AS NEEDED SOLENOID VALVE PRESSURE SWITCH LOW (AS REQUIRED) TYPICAL EQUIPMENT PRESSURE REGULATOR (IF REQUIRED)

R PG SPRAY WATER CONNECTIONNPT COUPLING WYE STRAINER SHUT-OFF VALVE REDUCER AS NEEDED PRESSURE REGULATOR (IF REQUIRED) R PG SPRAY NOZZLE HEADER SIZE PER PLAN NOTES: 1. MATERIAL OF CONSTRUCTION FOR ALL COMPONENTS SHALL BE PER PLAN. INCOMING WATER SIZE PER PLAN NOTES: 1. MATERIAL OF CONSTRUCTION FOR ALL COMPONENTS SHALL BE PER PLAN. 4" THICK UNREINFORCED CONCRETE BASE PAD 2" Ø PVC DISCHARGE PIPE 2" DIA PVC 90° ELBOW 2"Ø PVC CHECK VALVE 2" DIA PVC DISCHARGE PIPE 2'-0" 4" 2" TYP 2"X1-1/2" REDUCING MALE ADAPTER 2" PVC TEE NOTE: SUMP PUMP TO BE CONNECTED TO GFCI PROTECTED OUTLET. SUMP PUMP PER LIBERTY 1/2 HP POLY / ALUMINUM PVC UNION 2" 2-1/2" BUSHING INSIDE MALE ADAPTER 2"=1'-0" F 2'-0"
S SOLENOID VALVE TWO STRAND S.S. CHAIN N.T.S.

C (2) 1/4"Ø S.S. EYEBOLT (2) 3/16"Ø CHAIN W/(1) SWIVEL SNAP HOOK (2) S.S. "S" HOOK AS REQ'D PER PLANS 12" EVEN 6"
42"
ENGINEER NO.

APP. DATE BY DATE NO PACE JOB NO. C058-10REVISIONS SHEET Xrefs: C058-00 36X24.dwg
w:\C058\engineering\C058-10\sheets\C058-10-M10.6 MECH DETAILS-4.dwg - Tab: M10.6 - by mmills on 11/21/25 at 11:22:05 AM Dimscale = 32; LTscale = 1; PSltscale = 1; ACAD Ver. = 24.2s (LMS Tech); Visretain = 1 42% PLANS - ISSUED FOR REVIEW
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
PREPARED BY:

CALIFORNIA
OWNER:

KINGS COUNTY
SHEET TITLE:

MANNER NOR USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

ANDY KOMOR
CXXXXX
PROJECT:
1" PREPARED BY:

REGISTERED PROFESSIONAL
EXPIRATION DATE:

XX/XX/XXXX
DRAWN BY:

T.G
DESIGN BY:

A.T.K
CHECKED BY:

A.T.K
SCALE:

AS SHOWN
DATE:

NOV 2025
1 2
3 4
5 FILL VOID SOLID W/ GROUT PER SPECIFICATIONS N.T.S.

E SUMP W/ (2) 1/2 HP PUMPS M10.6 ----

MECHANICAL DETAILS
VII

G E N E R A L

1. General notes and typical details apply to all structural features, unless otherwise indicated.

2. If certain features are not fully shown or called out on the drawings or in the specifications, their construction shall be of the same character as for similar conditions.

3. The project specifications form a part of the contract documents.

4. Specifications, codes and standards noted in the contract documents shall be the edition referenced in Chapter 35 of the California Building Code, or, in the case of specifications not listed therein, the latest edition, unless otherwise noted.

5. Dimensions shall not be scaled off of the drawings.

6. All work shall conform to minimum standards of the 2022 California Building Code, of any codes listed in the drawings or specifications and of any regulating agencies which have authority over any portion of the work, including the California Health and Safety Code.

7. Prior to submitting shop drawings and product data, the Contractor shall verify that the submittals meet the requirements of the drawings and specifications. The Contractor shall specifically note any exceptions to these requirements with the submittal.

8. The Contractor shall maintain a continuous fire watch, with extinguishing equipment immediately available during welding, cutting or burning near combustible materials.

9. Openings, pockets, etc. shall not be placed in structural members unless specifically detailed on the structural drawings. Notify the Structural Engineer when work requires openings, pockets, etc. in structural members not shown on the structural drawings.

10. The Contractor shall be responsible for coordinating the work of all trades and shall check all dimensions and holes and openings required in structural members. All discrepancies shall be called to the attention of the Architect/Engineer and shall be resolved before proceeding with the work.

11. Construction materials shall be spread out if placed on framed floors or roofs. Load shall not exceed the design live load per square foot. Provide adequate shoring where overload is anticipated.

D E S I G N D A T A

1. Code: 2022 California Building Code.

2. Risk Category per CBC Table 1604.5: IV

3. Design Live Loads:

Area Design Live Load Remarks
Roof: 20 psf Reducible per code
Mechanical Floors: 150 psf Reducible per code

4. Wind Design Data:

Design Method: ASCE 7 - Envelope Procedure
Basic Wind Speed (3-sec. gust): 110 mph
Wind Exposure: C
Factor for Building Height & Exposure, λ: 1.0
Topographic Factor, K/zt: 1.0
Design Pressure for Components & Cladding: See Elevations, where applicable

5. Earthquake Design Data:

A. Site Specific Design Data
Seismic Importance Factor: 1.5
Mapped Spectral Response SS: 0.75 g S1: 0.27 g
Site Class: D
Spectral Response Coefficients SDS: 0.60 g SD1: 0.37 g
B. Building Specific Design Data
a. Clarifiers
Basic SFRS: Concrete Shear Walls
Design Base Shear: 923 kips
Seismic Response Coefficient, C
S: 0.33
Response Modification Coefficient, R: 2.75
Analysis Procedure: Equivalent Lateral Force Procedure
b. Chemical Storage Building:

Basic SFRS: Special Reinforced Masonry Shear Walls
Design Base Shear: 22.0 kips
Seismic Response Coefficient, C
S: 0.18
Response Modification Coefficient, R: 5
Analysis Procedure: Equivalent Lateral Force Procedure
c. Super-Structure:

Basic SFRS: Concrete Shear Walls
Design Base Shear: _____ kips
Seismic Response Coefficient, C
S: 0._____
Response Modification Coefficient, R: _______
Analysis Procedure: Equivalent Lateral Force Procedure
d. Oxidation Ditch:

Basic SFRS: Concrete Shear Walls
Design Base Shear: 5,848 kips
Seismic Response Coefficient, C
S: 0.33
Response Modification Coefficient, R: 2.75
Analysis Procedure: Equivalent Lateral Force Procedure

6. Anticipated Drifts and Deformations:

Architectural elements, equipment, and secondary structural elements, including but not limited to: partition walls, steel stairs, and building mechanical systems, shall be designed to accommodate the following anticipated drifts and deformations:

A. Chemical Storage Building
Lateral Drift due to Amplified Earthquake Loading
Story Drift (in.)
1 0.20

E X I S T I N G C O N S T R U C T I O N

1. Work shown is new unless noted as existing: (E).

2. Existing construction shown on these drawings was obtained from site investigation and can be used for bidding purposes. The contractor shall verify all existing job conditions, review all drawings and verify dimensions prior to construction. The Contractor shall notify the Architect/Engineer of all discrepancies and exceptions before proceeding with the work.

3. The removal, cutting, drilling, etc. of existing work shall be performed with care in order not to jeopardize the structural integrity of the building. If structural members or mechanical, electrical or architectural features not indicated for removal interfere with the new work, notify the Architect/Engineer immediately and obtain approval before removal of members.

4. The Contractor shall safely shore existing construction wherever existing supports are removed for the new work.

5. The Contractor shall perform the work with minimal inconvenience to the Owner and without interruption of day-to-day work operations. The Contractor shall ensure safe travel of persons around areas of construction and shall coordinate all operations with the Owner or the Owner's agent.

6. The Contractor shall promptly repair any damage caused during operations, using materials and workmanship similar to that which was damaged.

7. All removed items, materials and debris, unless otherwise noted, shall be removed promptly from the site and disposed of in a legal manner.

N E W C O N S T R U C T I O N

1. Non-structural features not fully shown or noted on the structural drawings may include but are not limited to:

A. Architectural features
• size and location of all door and window openings
• size and location of all non-bearing partitions
• size and location of all concrete curbs, floor drains, slopes and depressed areas • changes in level, chamfers, grooves, inserts, etc.
• size and location of all floor and roof openings
• stair framing and details
B. Mechanical, plumbing and electrical features
• pipe runs, sleeves, hangers, trenches, wall, roof and floor openings, etc. • electrical conduit runs, boxes, outlets in walls and slabs • anchorage and bracing for electrical, mechanical or plumbing equipment • anchor bolts for motor mounts
• size and location of machine and equipment bases

2. The contract documents represent the finished structure. They do not indicate the method of construction. The Contractor shall provide all measures necessary to protect life and property during construction. Such measures shall include, but are not limited to, bracing and shoring for loads due to construction equipment and materials.

Observation visits to the site by the structural engineer shall not include inspection of the above items.

3. The lateral system of the structure is designed with lateral restraint at each level. Structural walls or frames are not laterally self supporting until the entire design lateral-restraint system is in place.

D E F E R R E D S T R U C T U R A L S U B M I T T A L S Design of specialty structural elements (Deferred Submittal Elements) is not within the scope of these drawings. Design of these elements for forces and/or building drifts indicated in these documents is the responsibility of specialty structural engineers under the direction of the Contractor. Review of these elements by the Building Official is deferred and is applicable to construction documents that are submitted as an amendment to these documents or submitted separately from these documents.

Shop drawings and calculations for Deferred Submittal Elements shall be sealed and signed by the Specialty Engineer, a professional engineer licensed in the project jurisdiction. The Specialty Engineer is responsible for code compliance, compliance with performance specifications and all necessary connections not shown explicitly on these drawings. Shop drawings shall indicate the definition, magnitude, and direction of all loads imposed on the primary structure by the specialty structural elements. The Architect/Engineer's review of specialty structural elements is limited to an assessment of the loads imposed by such elements on the primary structure.

Submit shop drawings and calculations for Deferred Submittal Elements for review by the Engineer before submission for review by the Building Official. Do not fabricate or install deferred submittal items before approval of these elements by the Engineer and the Authority Having Jurisdiction.

The following items are Deferred Submittal Elements. Refer to drawings by other design disciplines to identify additional Deferred Submittal Elements.

Shoring
Underpinning
Demolition and associated temporary systems or elements Stairs and landings not shown specifically on the drawings Guardrails and handrails
Secondary structural elements
Support, anchorage and bracing for pipes, including fire sprinklers Support, anchorage and bracing for mechanical and electrical equipment Site-work elements exterior to the buildings such as retaining walls, culverts, and bridges, landscape furnishings such as flag poles, lighting poles, etc.

F O U N D A T I O N S

1. The foundation design is based on recommendations in the geotechnical report by ENGEO Incorporated, dated September 26, 2023.

2. The Contractor shall conform to the recommendations of the geotechnical report regarding site preparation and foundation construction. Copies of the report are available from the Architect/Engineer.

3. Foundation excavations shall be inspected and approved by the geotechnical engineer prior to placement of any reinforcing steel or concrete.

4. Foundation type: Conventional spread foundations and drilled piers (friction).

Design Values:

Footings:

Isolated Footings Allowable Bearing Pressures
DL 2000 psf
DL + LL 3000 psf
DL + LL + wind or seismic 4000 psf
Lateral Resistance
Passive Pressure 300 pcf
Coefficient of Friction .30
Piers Allowable Skin Friction
DL + LL 300 psf
DL + LL + wind or seismic 667 psf

5. All footings shall bear on firm undisturbed soil. Depth of footings shown on the drawings are minimum, and the bottom of footing shall be lowered as required at the direction of the geotechnical engineer to remove soft or loose materials.

6. The Contractor shall be solely responsible for all excavation procedures, including lagging, shoring and protection of adjacent property, structures, streets and utilities in accordance with the local building department.

7. Backfill at walls shall not be placed until a minimum of 7 days after the completion of the walls and shall not be placed until after completed inspection of damp-proofing.

8. Foundation sills shall be preservative-treated wood

C O N C R E T E & R E I N F O R C I N G S T E E L

1. All concrete shall be ready-mix in accordance with ASTM C94.

2. Cement: ASTM C150 Type II.

3. Aggregate: ASTM C33.

4. Non-shrink Grout: ASTM C1107, premixed, non-staining, non-shrink grout. Minimum compressive strength at 28 days, per ASTM C109/C109M: 8,000 psi.

5. Grout or concrete containing more than 0.1 percent of soluble chloride shall not be used.

6. Mixes are to be reviewed by owner's testing lab and submitted to the Architect/Engineer for approval. Do not cast concrete without approval by Architect/Engineer.

Max. Max.

Agg. W/C Air Exposure
Concrete Strength Size Ratio Content Class
Slab-on-grade 3000 psi 1" 0.50 11/2% ±1/2%
Foundations 4000 psi 11/2" 0.45 11/2% ±11/2% W1, C1
Columns 4000 psi 11/2" 0.45 11/2% ±11/2%
Beams, Walls 4000 psi 3/4" 0.45 11/2% ±11/2%
Other 3000 psi 1"
The exposure class for all concrete types shall be considered as F0, S0, W0, C0, except where noted otherwise. Mix designs for each concrete type shall conform to the limitations for the applicable exposure classes, as indicated in ACI 318-19, Section 19.3.

See specifications for additional requirements. All concrete shall be hard rock aggregate, regular-weight concrete, 145 pcf, unless otherwise noted.

7. Inserts: All items to be cast in concrete, such as reinforcing dowels, bolts, anchors, pipes, sleeves, etc., shall be securely positioned in the forms before placing the concrete.

8. Pipes and electrical conduits shall not be embedded in structural concrete, except where specifically approved by the structural engineer.

9. Provide sleeves for plumbing and electrical openings in concrete before placing. Do not cut any reinforcing which may interfere. Coring in concrete is not permitted except as shown. Notify the Architect/Engineer in advance of conditions that are not shown on the drawings.

10. Construction joints: Provide as detailed on drawings. Expose clean coarse aggregate solidly embedded in mortar matrix by sandblasting, bushammer, or other approved method. Location of construction joints shall be approved by the Architect/Engineer.

11. Dry pack or place non-shrink grout under base plates, sill plates, etc., as required for full bearing.

12. Reinforcing steel: ASTM A615 Grade 60.

ASTM A706 where welded or otherwise indicated.

13. All reinforcement shall be continuous. Stagger splices where possible. Laps shall be per typical details, unless otherwise noted.

14. Headed terminators shall be HRC 555 T-heads (IAPMO ER-0177) or nVent Lenton Terminators (IAPMO ER-0188).

15. Except as noted Mechanical couplers shall be nVent Lenton Taper Threaded Rebar Splices (IAPMO ER-0129) or Bar-Lock "L" Series Couplers (IAPMO ER-319).

16. Mechanical couplers designated on the drawings as "Type 3" shall be HRC 500/510 XTender couplers (ICC ESR-2764), or nVent Lenton Ultimate couplers (IAPMO ER-0129). These "Type 3" couplers are also acceptable for use in other locations at the Contractor's option.

17. Minimum clear concrete cover for reinforcement, unless otherwise noted:

A. Mild Reinforced Concrete:

Cast against earth: 3 inches
Cast in forms and exposed to earth or weather:
#6 bar and larger: 2 inches
#5 bar and smaller: 11/2 inches
Not exposed to earth or weather:

Slabs, walls, and joists: 1 inch
Beams, girders, and columns (to ties): 11/2 inches
B. Post Tensioned Concrete:

Cast against earth: 3 inches
Cast in forms and exposed to earth or weather:

Slabs, walls, and joists 1 inch
Other members: 11/2 inches
Not exposed to earth or weather:

Slabs, walls, and joists: 3/4 inch
Beams, girders, and columns:

Primary reinforcement: 11/2 inches
Ties, stirrups, spirals 1 inch
Clearances are to closest reinforcement.

A U T O M A T I C E N D - W E L D E D S T U D S

1. Welded Headed Studs (WHS) shall be Nelson type S3L or H4L flux-loaded headed anchor studs as manufactured by Nelson or engineer-approved equal based on proof of equivalency. Studs shall be made from cold-worked low carbon steel and shall conform to ASTM A108 Grades 1010-1020 with a minimum ultimate tensile strength of 65,000 psi. Stud welding shall be performed in accordance with AWS D1.1-15 and the manufacturer's recommendations.

2. Welded Threaded Studs (WTS) shall be Nelson type CPL or CFL flux-loaded as manufactured by Nelson or engineer-approved equal based on proof of equivalency. Studs shall be made from cold-worked low carbon steel and shall conform to ASTM A108 Grades 1010-1020 with a minimum ultimate tensile strength of 61,000 psi. Stud welding shall be performed in accordance with AWS D1.1-15 and the manufacturer's recommendations. Note: Lengths longer than 6" may not be standard items and may require longer lead time. Contractor shall accommodate any special ordering and associated lead time with regard to construction schedule as required.

3. Deformed Bar Anchors (DBA) shall be Nelson D2L flux-loaded rebar studs as manufactured by Nelson or engineerapproved equal based on proof of equivalency. Studs shall be made of low carbon cold-worked steel and deformed per ASTM A496 with a minimum tensile strength of 80,000 psi. Stud welding shall be performed in accordance with AWS D1.1-15 and the manufacturer's recommendations.

4. Stainless steel studs and anchors shall be as manufactured by Nelson or engineer-approved equal based on proof of equivalency. Stainless steel studs, when welded to mild steel base material shall be annealed.

JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:34 AM 12" = 1'-0"
Checker
11/21/23
238195 Author
S0.10
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

GENERAL NOTES
No. BY DATE REVISIONS

18. Provide a continuous PVC waterstop and two continuous hydrophilic non-bentonite waterstops at all construction joints of water containing structures.

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

P O S T - I N S T A L L E D A N C H O R S

1. Post-Installed anchors include all adhesive anchors (reinforcing bar dowels and threaded rods) expansion anchors, screw anchors and undercut anchors set in holes drilled in existing concrete or masonry.

2. Installation of post-installed anchors shall conform to all requirements of the applicable code evaluation or IAPMO reports and manufacturers' recommendations.

3. Arrange for a representative of the anchor manufacturer to provide on-site installation training for all anchoring products specified. Prior to proceeding with work, submit documentation confirming that all personnel who install anchors have completed this training.

4. Mark the location of all existing reinforcing in the substrate material within 12" of the proposed locations of all postinstalled anchors. Notify the Architect/Engineer of any conflicts discovered between the proposed anchor locations and the existing reinforcing prior to fabrication of any steel and prior to any hole drilling, so as to avoid disturbing, cutting, or otherwise harming the existing reinforcing.

5. Holes for adhesive anchors in concrete shall be drilled. Cored holes are not permitted, except where indicated specifically.

6. All adhesive anchors in concrete are designed to be installed in base material meeting the following conditions:

A. Minimum strength of 2,500 psi
B. Minimum age of 21 days
C. Not exposed to water within the past 14 days
D. Material temperature between 50 degrees F. and 100 degrees F., inclusive Do not install adhesive anchors in concrete unless base material is in compliance with all of the above conditions.

7. Adhesive Anchors in Concrete (reinforcing bar dowels or threaded rods):

A. HILTI "HIT-RE 500 V3". ICC ESR-3814.

B. Simpson "SET-3G" Epoxy Adhesive. ICC ESR-4057.

8. Adhesive Anchors in Masonry (reinforcing bar dowels or threaded rods):

A. HILTI "HIT-HY 270". ICC ESR-4143 (CMU) and ICC ESR-4144 (unreinforced brick masonry).

B. Simpson "SET-XP" Epoxy Adhesive. IAPMO ER-265.

9. Expansion Anchors in Concrete:

A. HILTI "Kwik-Bolt 1". IAPMO UES ER-678.

B. Simpson "Strong Bolt 2". ICC ESR-3037.

10. Expansion Anchors in Masonry (CMU):

A. HILTI "Kwik-Bolt 3". ICC ESR-1385.

B. Simpson "Strong Bolt 2". IAPMO ER-240.

11. Screw Anchors:

A. HILTI "KWIK HUS-EZ". ICC ESR-3027 (concrete); ICC ESR-3056 (masonry).

B. Simpson "Titen HD". ICC ESR-2713 (concrete); ICC ESR-1056 (masonry).

12. Undercut Anchors:

A. HILTI "HDA". ICC ESR-1546.

B. Simpson "Torq-Cut" ICC ESR-2705.

13. Anchors that fail the proof test shall be replaced by the contractor at no additional cost to the Owner.

14. Re-testing of replaced anchors that fail tests shall be paid for by the Contractor.

15. Typical embedment depths and proof loads for testing are indicated in the tables below. For embedment depths other than those indicated in the tables below, contact the Architect/Engineer for the applicable proof loads.

16. Typical embedment for adhesive anchors refers to actual embedment. Typical embedment for expansion and screw anchors refers to nominal embedment.

ANCHOR
SIZE

TYPICAL

EMBEDMENT
(UON)

PROOF LOAD

NORMAL WEIGHT

CONCRETE

PROOF LOAD

LIGHT WEIGHT

CONCRETE

PROOF LOAD

GROUT FILLED

CMU BLOCK
#3 OR 3/8"
⌀
#4 OR 1/2"
⌀
#5 OR 5/8"
⌀
#6 OR 3/4"
⌀
#7 OR 7/8"
⌀
#8 OR 1"
⌀
#9 OR 1 1/8"
⌀
3 1/2"
4 1/2"
5 3/4"
6 3/4"
8"
9 1/2"
10 3/4"
2,100 LB
3,700 LB
5,800 LB
6,900 LB
11,500 LB
12,400 LB
19,000 LB
1,100 LB
1,900 LB
2,800 LB
- - -
- - -
- - -
- - -
1,100 LB
1,900 LB
2,800 LB
- - -
- - -
- - -
- - -

ADHESIVE ANCHORS
ANCHOR
SIZE

TYPICAL

EMBEDMENT
(UON)

PROOF LOAD

NORMAL WEIGHT

CONCRETE

PROOF LOAD

LIGHT WEIGHT

CONCRETE

PROOF LOAD

GROUT FILLED

CMU BLOCK
3/8"
⌀
1/2"
⌀
5/8"
⌀
3/4"
⌀
2 7/8"
3 3/4"
4 1/2"
5 1/2"
25 ft-lb 15 ft-lb
25 ft-lb
35 ft-lb
60 ft-lb

EXPANSION ANCHORS
40 ft-lb
60 ft-lb
110 ft-lb
15 ft-lb
25 ft-lb
35 ft-lb
60 ft-lb
ANCHOR
SIZE

TYPICAL

EMBEDMENT
(UON)

PROOF LOAD

NORMAL WEIGHT

CONCRETE

PROOF LOAD

LIGHT WEIGHT

CONCRETE

PROOF LOAD

GROUT FILLED

CMU BLOCK
3/8"
⌀
1/2"
⌀
5/8"
⌀
3/4"
⌀
3 1/4"
4 1/4"
5 1/2"
6 1/4"
10 ft-lb 10 ft-lb
20 ft-lb
30 ft-lb
40 ft-lb

SCREW ANCHORS
20 ft-lb
30 ft-lb
40 ft-lb
10 ft-lb
20 ft-lb
30 ft-lb
40 ft-lb

M A S O N R Y

1. Concrete Masonry Units: Concrete masonry units shall conform to ASTM C90 and be hollow, load-bearing, lightweight, Grade N, manufactured from aggregates conforming to ASTM C331.

2. At wall ends, corners and control joints, use single-open-end units. In all other locations use double-open-end units.

3. Mortar: Mortar shall conform to ASTM C270 type "S."

4. Grout: Grout shall conform to ASTM C476 and shall develop a minimum compressive strength of 2000 psi at 28 days. Sika grout aid shall be used as an admixture. Provide 6 lbs. of grout aid per cubic yard of grout.

5. Strength: Ultimate compressive strength, f'm, shall be 1500 psi.

6. Alignment of cells: All masonry shall be placed to maintain the vertical continuity of the cells to be filled. The vertical alignment shall be sufficient to maintain clear, unobstructed vertical flues measuring not less than 31/2 inches by 4 inches in 8-inch brick and block units.

7. No plumbing pipe shall be embedded or cased in block partitions or walls except as detailed on the drawings.

8. Grouting: All walls shall have all cells filled solid with grout. High lift grouting procedure shall be used.

9. Typical Reinforcement
A. Vertical reinforcement: #4 @ 16" o.c., unless otherwise noted.

Horizontal reinforcement: #4 @ 24" o.c., unless otherwise noted.

B. All horizontal reinforcing shall be laid in bond beam units and against vertical bars.

C. Vertical bars shall be centered in the cell of the unit, unless otherwise shown.

D. Vertical bars shall be full height and braced at 6'-8" maximum intervals to prevent movement during grouting.

Manufactured bar positioners shall be used.

E. Maintain a minimum clearance between the bars and masonry units of 1/2 inch and between parallel bars of one diameter of the reinforcement.

F. Lap splice reinforcing steel a length as indicated in typical details. Stagger splices a minimum of 24 inches, unless otherwise noted.

10. Masonry course lay-up shall be running bond, unless otherwise noted.

S T R U C T U R A L S T E E L & M I S C . M E T A L S

1. Fabrication and erection of structural steel shall be in accordance with the "Code of Standard Practice for Steel Buildings and Bridges" AISC 303-16, as modified by the project specifications.

2. Materials (Carbon Steel unless otherwise noted):

A. W shapes: ASTM A992 (F/y=50 ksi)
B. Channels & angles: ASTM A36 (F/y=36 ksi)
C. All other shapes & plates: ASTM A572 grade 50 u.o.n.

D. Structural tubes (rectangular HSS): ASTM A1085 grade A (F/y=50 ksi) or ASTM A500 grade C (F/y=50 ksi) E. Structural tubes (round HSS): ASTM A1085 grade A (F/y=50 ksi) or ASTM A500 grade C (F/y=46 ksi) F. Structural pipes: ASTM A53 grade B (F/y=35 ksi)

3. Materials (Stainless Steel, where denoted "SS"):

A. Plates (316L): ASTM A240 (F/y=25 ksi)
B. Structural tubes (316L): ASTM A554 with supplementary requirement S2 (F/y=25 ksi) C. Structural pipes (316L): ASTM A312 (F/y=25 ksi)
D. Hex bolts (316): ASTM F593
E. Anchor rods (316): ASTM F593

4. Bolts (High-strength unless otherwise noted):

A. High-strength bolts: ASTM F3125, Grade A325, Type 1 or ASTM A325-N B. Machine bolts: ASTM A307
C. Anchor rods: ASTM F1554 grade 55 with supplementary requirement S1

5. Joint type for bolted connections shall be snug-tightened (ST), unless otherwise noted as pretensioned (PT) or slipcritical (SC).

6. For ST joints, design is based on bolt threads included in the shear plane (Thread Condition N).

7. Faying surface for SC bolts shall be Class A, unless otherwise noted, with bolt slip considered at the factored load level.

8. Bolt holes in steel shall be 1/16 inch larger diameter than nominal size of bolt used, unless otherwise noted.

9. For bolted connections, provide 11/2 inch edge and end distance, unless otherwise noted.

10. All welds shall be prequalified or qualified by test in conformance with the "Structural Welding Code - Steel" (AWS D1.1-15) of the American Welding Society. Submit Welding Procedure Specifications for approval prior to performing work. Submit Procedure Qualification Reports with Welding Procedure Specifications for welds qualified by test.

11. Minimum tensile strength of weld metal shall be 70 ksi typical, unless otherwise noted. Welding electrodes shall be as recommended by their manufacturer for the position and other conditions of actual use.

12. Weld symbols shown on the drawings do not necessarily differentiate between shop weld and field welds. When field welds are necessary due to construction procedure or sequence, welds shall be provided and be inspected per specifications. All welds shown as field welds shall be done in field as indicated.

13. All structural steel surfaces are to be painted or galvanized, unless noted otherwise. Steel that is not exposed to weather and is to be encased in concrete shall be left uncoated. Steel that is to receive spray-applied fireproofing shall be left uncoated. Faying surfaces of high-strength bolted connections and areas within 3 inches of field welded joints shall be left uncoated until welding and bolting operations are complete. See specifications for coating requirements.

14. All structural steel, miscellaneous metal and connectors exposed to weather shall be hot-dip galvanized in accordance with ASTM A123 after fabrication. Apply zinc-rich paint complying with SSPC-Paint 20 to repair damaged or cut surfaces, field welds, and field-drilled holes in galvanized steel. Application shall comply with ASTM A780, including Annex A2.

15. All holes in steel members to facilitate galvanizing, including all vent holes and drain holes, shall be shown on shop drawings. Holes shall not be cut prior to approval of shop drawings.

16. All faying surfaces for friction-bolted connections of galvanized members shall be roughened by means of hand wire brushing after galvanizing and before erection.

17. No penetrations in structural steel members are allowed except as indicated on the structural drawings.

18. Camber:

A. Provide upward camber to all members shown to have camber. Amount measured in field prior to installation shall not deviate more than allowed by the AISC specifications. Do not camber members located below elevator doors.

B. Beams detailed without specified camber shall be fabricated so that after erection, any minor camber due to rolling or shop assembly shall be upward. Top of all members shall be clearly identified.

19. For fireproofing requirements, see architectural drawings and specifications.

20. Furnish shop and erection drawings of all structural steel for the Architect/Engineer's review before fabrication.

S T E E L D E C K I N G

1. The steel decking shall be of the type and gauge as called for on the drawings and in the specifications. Deck units shall be continuous over three or more spans where possible.

2. Minimum bearing of decking on supports shall be 2 inches. Sheets shall be attached to all supporting steel members by welding as indicated on the drawings and in accordance with the manufacturer's recommendations. Upon completion of erection, touch up, de-slag, clean up and prime (with zinc-rich primer) all welds at exposed deck areas.

The side lap of each panel shall be fastened as shown on the drawings.

3. Welding of sheet steel shall be in accordance with AWS D1.3-08, "Structural Welding code - Sheet Steel."

4. See drawings for details of deck openings. See architectural, mechanical, electrical drawings, etc. for size and location of required openings. Not all openings are shown on the structural drawings.

5. Hangers supported by metal deck with structural concrete fill shall be installed using ICC-approved systems. Such hangers shall be used to support ductwork (16"x54" max.), pipe (4" max.), or ceilings. Hangers must be at least two flutes apart on the same deck span. Large ductwork and piping shall be supported by structural beams.

P O W D E R - A C T U A T E D F A S T E N E R S

1. Powder-actuated fasteners shall be of the type and size called for on the drawings and in the specifications.

2. Powder-actuated fasteners, when used to attach wood members or sheathing to steel or concrete, shall be provided with the washers detailed. Fasteners and/or washers shall not penetrate the face of wood members.

3. Powder-actuated fasteners shall be placed a minimum of 3" from any concrete edge and 1/2" from any steel edge.

Minimum spacing shall be 4" in concrete and 1/2" in steel.

4. When used to connect elements to steel members, the point of the powder-actuated fasteners shall completely penetrate the thickness of the base metal.

5. Powder-actuated fasteners shall be installed with strict adherence to all manufacturers specifications.

G R A T I N G

1. Grating shall be as manufactured by Grating Pacific, www.gratingpacific.com, or approved equal. The grating type and size shall be as shown on the drawings.

2. All grating shall be banded.

3. Banding shall be provided at all penetrations through bearing bars.

4. Banding shall be the same size as the specified bearing bar.

5. Grating shall be hot-dipped galvanized.

6. Fasten steel grating with saddle clips per ANSI/NAAMM MBG 531-17 metal bar grating manual.

JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:34 AM 12" = 1'-0"
Checker
11/21/23
238195 Author
S0.11
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

GENERAL NOTES
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

S U B M I T T A L S
The following submittals are required. Where submittals include shop drawings, each sheet of shop drawings submitted shall incorporate a pre-applied stamp to be used by the engineer to indicate the status of review and approval. The Architect/Engineer will furnish the required text and graphics of the stamp to the Contractor upon request. Submittals shall include those indicated on the following list as well as any other items indicated in the Specifications. This list is provided for convenience only and may not incorporate all requirements indicated in the project specifications.

EARTHWORK

1. Laboratory analysis for each soil material proposed for fill and backfill from on-site and borrow sources.

2. Optimum moisture-maximum density curve for each soil material used as fill, subgrade, subbase, or base course.

CONCRETE REINFORCEMENT

1. Shop drawings complying with the requirements of ACI SP-66. Include bar schedules, shapes of bent bars, spacing of bars, and location of splices.

2. Manufacturer's Certificate: Certify that reinforcing steel and accessories supplied for this project meet or exceed specified requirements.

3. Welding procedure specifications (WPSs) for each unique type of weld of reinforcing steel, characterized by (position, process, size, material).

4. Product data and code evaluation reports for the following products: Mechanical couplers, deformed bar anchors, and headed reinforcement.

5. Reports: Certified copies of mill test reports for each heat of reinforcing provided to the project, documenting compliance with the applicable ASTM specification, including chemical analysis, tensile tests and bend tests.

CAST-IN-PLACE CONCRETE

1. Mix designs and test data for concrete mixes, at least 15 days prior to intended placement. Mix design submittals shall include, as a minimum, the following:

A. List of materials proposed weights and volumes of each material per cubic yard.

B. Specification of source for each material.

C. Gradation listing of aggregates and certification that coarse and fine aggregates meet the requirements listed in the Concrete Materials Article of the cast-place concrete section of the specifications.

D. List of admixtures, with manufacturer's data sheets.

E. Certification that all aggregates are compatible with the proposed cement.

F. Laboratory test reports from trial batches of field experience, as applicable for the specific mix proposed for use.

2. Product data, Material Safety Data Sheets (MSDS) and code evaluation reports, as applicable, for proprietary materials and items, including curing compounds, epoxy resins, surface treatments and proprietary anchoring systems.

3. Drawings indicating proposed locations of construction joints and control joints.

4. Description of curing methods proposed and products to be employed.

POST-INSTALLED ANCHORS

1. Product data and code evaluation reports for anchors proposed as alternatives to those specified.

2. Preparation instructions and recommendations.

3. Installation methods.

4. Storage and handling requirements and recommendations.

CONCRETE REPAIR

1. Product Data: Indicate product standards, physical and chemical characteristics, technical specifications, limitations, maintenance instructions, and general recommendations regarding each material.

2. Material Safety Data Sheets (MSDS) for all components of all repair materials.

3. Certifications: Written certificates from the system manufacturer stating that all installers of the patching and sacking materials have successfully completed a training workshop for installation of the materials, or have met alternative workmanship qualifications acceptable to the manufacturer, or provide written certification from the manufacturer that the Contractor has contracted for on-site training services.

4. Proposed mix designs for concrete used as a repair material.

MORTAR AND MASONRY GROUT

1. Product Data: Include design mix and test data for mortar and grout. Indicate whether the Proportion or Property specification of ASTM C 270 is to be used. Include complete list of materials, material sources, admixtures, and copies of test reports.

2. Product data for proprietary materials and items, including admixtures.

REINFORCED UNIT MASONRY ASSEMBLIES

1. Product data for masonry units.

STRUCTURAL STEEL

1. Shop Drawings and Erection Drawings:

A. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments, and fasteners.

B. Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths and sizes. Distinguish between shop and field welds. Identify welds by WPS number.

C. Include details of cuts, connections, splices, camber, holes, stiffeners, doubler plates, and other pertinent data, such as surface preparation. Include setting drawings, templates, and directions for installation of embedded items to be installed by others.

D. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify high-strength bolted slip-critical, direct-tension, or tensioned shear/bearing connections.

2. Manufacturer's Mill Certificates: Certify that products meet or exceed specified requirements.

3. Mill Test Reports: Indicate structural strength, destructive test analysis and non-destructive test analysis.

A. Structural steel including chemical and physical properties and Charpy V-notch test results, where specifically required.

B. Bolts, nuts, and washers including mechanical properties and chemical analysis.

C. Direct-tension indicators.

D. Tension-control, high-strength bolt-nut-washer assemblies.

E. Weld filler metals, including Charpy V-notch test results, where specifically required.

4. Weld filler metal manufacturer's data sheets, indicating filler metal classification, characteristics, recommended ranges of heat inputs, permissible positions, strength and CVN toughness, if applicable.

5. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within the previous 12 months.

6. Welding Procedure Specifications (WPS) per AWS D1.1-15 for each type of welded joint.

7. Welding Procedure Qualification Record (PQR) for each weld procedure that is not prequalified by AWS D1.1-15.

STEEL DECK

1. Shop Drawings: Indicate deck plan, support locations, projections, openings, pertinent details, and accessories.

Obtain reviewed structural steel shop drawings and verify all conditions before preparing shop drawings for steel deck.

2. Product Data: Provide deck profile characteristics, dimensions, structural properties, and finishes.

3. Code evaluation reports: Submit current code evaluation reports for products proposed as substitutes of those specified.

4. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within the previous 12 months.

JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:34 AM 12" = 1'-0"
Checker
11/21/23
238195 Author
S0.12
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

GENERAL NOTES -

STRUCTURAL

SUBMITTALS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

ABBREVIATION WORD OR PHRASE
& And
@ At
AB Anchor Bolt
ACI American Concrete
Institute
ADDL Additional
AESS Architectural Exposed
Structural Steel
AISC American Institute of Steel
Construction
ALT Alternate
APPROX Approximate
ARCH Architect
ASD Allowable Strength Design
ASTM American Society for
Testing and Materials
AWPA American Wood Preservers
Assoc.

AWS American Welding Society
BP Base Plate
BLKG Blocking
BM Beam
BN Boundary Nail
BOCA Building Ofiicials and
Code Aministrators
BOT Bottom
BOF Bottom of Footing
BRG Bearing
BS Both Sides
BTWN Between
C Camber
CBC California Building Code
CC Center to Center
CCR California Code of
Regulations
CJ Control Joint
CIP Cast-in-place
CL Center Line
CLG Ceiling
CLR Clear
CMU Concrete Masonry Unit
COL Column
CONC Concrete
CONN Connection
CONST Construction
CONT Continuous
CJP Complete Joint Penetration
CSK Countersink
CTBR Counterbore
CTR Center
CW Cast-in-Place Concrete
Wall
DBA Deformed Bar Anchor
DBL Double
DC Demand Critical (Weld)
DET Detail
DF Douglas Fir
DFT Dry Film Thickness
DIA, ∅ Diameter
DIAG Diagonal
DL Dead Load
DN Down
DO Ditto
DSA Division of the State
Architect
DWG (S) Drawing(s)
(E) Existing
EA Each
ED Exended Dap (at P/C DT's)
EF Each Face
EJ Expansion Joint
EL Elevation
EMB Embedment
EN Edge Nail
EOS Edge of Slab
ESS Edge Screw Spacing
EQ Equal
EQUIP Equipment
ES Each Side
EW Each Way
FDN Foundation
FE Fire Extinguisher
FF Finish Floor
FG Finish Grade
FIN Finish
FLR Floor
FOC Face of Concrete
FOM Face of Masonry
FOS Face of Stud
FRMG Framing
FRP Fiber Reinforced Polymer
FS Far Side
FT Foot, Feet
FTG Footing
GA Gauge
GALV Galvanized
GL Grid Line
GLB Glued Laminated Beam
GR Grade
HDG Hot-dip Galvanized
HGR Hanger
HK Hook
HORIZ Horizontal
HP High Point
HSB High Strength Bolt
HSS Hollow Structural Section
HT Height
IBC International Building Code
ICC International Code Council
IN. Inch, Inches
INT Interior
INV Inverted

ABBREVIATION WORD OR PHRASE
JST Joist
K Kips
KSI Kips per Square Inch
LABC Los Angeles Building Code
LBS Pounds
LGMF Light Gauge Metal Framing
LL Live Load
LLH Long Leg Horizontal
LLV Long Leg Vertical
LONG Longitudinal
LP Low Point
LTWT Lightweight
LVL Laminated Veneer Lumber
MAX Maximum
MB Machine Bolt
MECH Mechanical
MFR Manufacturer
MI Malleable Iron
MIL 0.001 Inch
MIN Minimum
MISC Miscellaneous
(N) New
NO or # Number
NS Near Side
NTS Not to Scale
NWT Normal Weight
OC On Center
OD Outside Diameter
OH Opposite Hand
OPNG Opening
OPP Opposite
PAF Powder-Actuated
Fasteners
PART Partial
PCF Pounds per Cubic Foot
PEN Panel Edge Nailing
PL Plate
PLY Plywood
PP Partial Penetration
PSF Pounds per Square Foot
PSI Pounds per Square Inch
PT Pressure Treated
PW Puddle Weld
PWJ Plywood Web Joists
RAD Radius
RD Roof Drain
REINF Reinforcing
REQ Required
RF Roof
RO Rough Opening
RND Round
RR Remove & Replace
SAD See Architectural Drawings
SCHED Schedule
SEOR Structural Engineer of
Record
SFBC San Francisco
Building Code
SFRS Seismic Force Resisting
System
SHT Sheet
SHTG Sheathing
SIM Similar
SMD See Mechanical Drawings
SOG Slab on Grade
SP Southern Pine
SS Stainless Steel
SSE Specialty Structural
Engineer
STG Staggered
STD Standard
STIFF Stiffener
STL Steel
STRUCT Structural
SYM Symmetrical
T/ Top of
T&B Top and Bottom
T&G Tongue & Groove
TN Toe Nail
TOC Top of Concrete
TOS Top of Steel
TOW Top of Wall
TS Tube Steel (Hollow
Structural Section)
TYP Typical
UON Unless Otherwise Noted
ULT Ultimate
URM Unreinforced Masonry
U/S Underside
VERT Vertical
VIF ± Verify in Field
W Width
W/ With
W/O Without
WCLIB West Coast Lumber
Inspection Bureau
WP Work Point
WHS Welded Headed Stud
WTS Welded Threaded Stud
WWPA Western Wood Products
Association
WWR Welded Wire Reinforcing

STRUCTURAL ABBREVIATIONS GENERAL REFERENCE SYMBOLS

GRID TYPES
OR

NEW GRID EXISTING GRID

LEVEL LINE

FIRST FLOOR
0' - 0"

NAME OF FLOOR LEVEL

INDICATES HEIGHT WITH RESPECT TO PROJECT DATUM

SECTION SYMBOL
X
SXXX

DETAIL NUMBER

SHEET NUMBER OF WHERE THE DETAIL IS DRAWN

DIRECTION OF VIEW

ELEVATION SYMBOL
X
SXXX

DIRECTION OF VIEW

DETAIL NUMBER

SHEET NUMBER OF WHERE THE DETAIL IS DRAWN

PLAN DETAIL SYMBOL
X
SXXX

DETAIL NUMBER

SHEET NUMBER OF WHERE THE DETAIL IS DRAWN

NORTH ARROW REFERENCE

ARROW DIRECTION TOWARDS NORTH

REVISION SCOPE AND NUMBER
1 REVISION NUMBER. REVISION HISTORY CAN BE

FOUND IN THE TITLE BLOCK

REVISION CLOUD INDICATING EXTENT OF REVISION

MATCH LINE REFERENCE

MATCHLINE SEE X/SXXX

STANDARD TITLE SYMBOL
X

FIRST FLOOR PLAN
1/8" = 1'-0"

DETAIL OR PLAN NUMBER ON SHEET

NAME OF ASSOCIATED DETAIL OR PLAN

SCALE OF DETAIL OR PLAN

STRUCTURAL FOUNDATION TAGS AND SYMBOLS

FOUNDATION TYPES
F-#
[XX'-X"]

FOOTING MARK

FOOTING NUMBER BASED ON DIMENSION

BOTTOM OF FOOTING ELEVATION
P-#
(XX'-X")

PIER / PILASTER MARK

PIER / PILASTER NUMBER

TOP OF PIER / PILASTER ELEVATION
CF-#
[XX'-X"]

COMBINED FOOTING MARK

COMBINED FOOTING NUMBER

BOTTOM OF COMBINED FOOTING ELEVATION
WF#x#
[XX'-X"]

WALL FOOTING MARK

MISCELLANEOUS TAGS AND SYMBOLS
SOG-#
EL X'-XX"

SLAB ON GRADE SYMBOL AND SLAB

THICKNESS

CHANGE IN SLAB ELEVATION

COLUMN AND BEAM TYPES

STEEL COLUMN

CONCRETE COLUMN

WOOD POST COLUMN

STANDARD BEAM WITH WEB

OPENING, SEE

BEAM TO COLUMN MOMENT CONNECTION
(PART OF LATERAL FORCE RESISTING SYSTEM)

BEAM TO COLUMN CANTILEVER

MOMENTCONNECTION

SLAB AND DECK TAGS AND SYMBOLS
S-#
EL X'-XX"

TWO WAY SLAB AND ELEVATION

TOTAL SLAB

THICKNESS
S-#
EL X'-XX"

ONE WAY SLAB AND ELEVATION

STRUCTURAL FRAMING TAGS AND SYMBOLS
R-# ROOF DECK MARK
S-# SLAB OR COMPOSITE DECK MARK

ROUGHENED SURFACE

WALL FOOTING NUMBER BASED ON ITS
WIDTHxTHICKNESS (INCHES)

BOTTOM OF WALL FOOTING ELEVATION

CHANGE IN SLAB SLOPE

TOTAL SLAB

THICKNESS

BEAM TO BEAM CANTILEVER

MOMENT CONNECTION

STANDARD BEAM CONNECTION

BEAM TO CONCRETE WALL

WITH BEARING POCKET

BEAM TO CONCRETE WALL

WITH EMBEDED PLATE

COLUMN STARTS AT THIS LEVEL

COLUMN STOPS AT THIS LEVEL

MATERIAL HATCH PATTERN

NEW CAST IN PLACE

CONCRETE

EXISTING CAST IN PLACE

CONCRETE
CMU

PRECAST CONCRETE
STEEL

GRANULAR FILL

COMPACTED FILL OR

UNDISTURBED SOIL
SAND
WOOD
BRICK
Pu = FACTORED AXIAL FORCE ON MEMBER (KIPS)
Vu = FACTORED SHEAR FORCE ON MEMBER (KIPS)
Mu = FACTORED MOMENT ON MEMBER (KIP-FEET)
Tu = FACTORED AXIAL TRANSFER FORCE ACROSS

BEAM-TO-COLUMN CONNECTION (KIPS)

FORCE INDICATION

BEAM TO BEAM MOMENT CONNECTION

AT SCREEN POST
ED
*

EXTENDED DAP AT PRECAST

STEMS, SEE DETAIL
FE
WFE

WALL MOUNTED FIRE

EXTINGUISHER

WHEELED FIRE

EXTINGUISHER

STEP IN FOUNDATION
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:35 AM 12" = 1'-0"
Checker
11/22/23
238195 Author
S0.13
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

SYMBOLS &

ABBREVIATIONS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

S T A T E M E N T O F S P E C I A L I N S P E C T I O N S Tests and inspections indicated on the drawings are required for this project. The tests and inspections indicated here are the responsibilities of the Owner's Special Inspector, as required by Chapter 17 of the Building Code.

The Special Inspector shall observe the work assigned for conformance with the approved design drawings and specifications.

1. Special inspections and associated testing shall be performed by an approved qualified testing and inspecting agency meeting the requirements of ASTM E329 (materials), ASTM D3740 (soils), ASTM C1077 (concrete), and ASTM E543 (non-destructive testing). The testing and inspecting agency shall furnish to the architect/engineer a copy of their scope of accreditation. Special inspectors shall be certified by the building official. Welding inspectors shall be qualified per Section 6.1.4 of AWS D1.1.

2. The Special Inspector shall furnish inspection reports to the building official, the Architect/Engineer and other designated persons. All discrepancies shall be brought to the immediate attention of the Contractor for correction, then, if uncorrected, to the proper design authority and to the Building Official.

3. The Special Inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and applicable standards of quality and workmanship of the Building Code.

4. The Contractor shall hold a pre-construction meeting involving the Architect, Structural Engineer and the Special Inspector in order to discuss the specific requirements of this project.

5. Terminology:
a. Continuous: Special inspection by the special inspector who is present when and where the work to be inspected is being performed.
b. Periodic: Special inspection by the special inspector who is intermittently present where the work to be inspected has been performed or is being performed. c. Observe: Observe these items on a random basis. Operations need not be delayed pending these inspections.
d. Perform: Perform these tasks for each element.

6. Indicated testing meets minimum requirements for structural testing to be provided by the approved qualified testing and inspecting agency. Additional tests for construction considerations are not indicated. The need for such additional tests shall be determined by the Contractor and provided at the Contractor's expense.

7. See project specifications for additional requirements.

8. Reference Standard Editions:

S T A T E M E N T O F S T R U C T U R A L O B S E R V A T I O N Structural Observation is required by Chapter 17 of the California Building Code. Types of work listed below shall be observed during periodic site visits by the Structural Engineer. Contractor is responsible for notifying Structural Engineer 3 business days before work is ready for observation. Structural Observation does not constitute Special Inspection.

1. Concrete & Reinforcing Steel: Reinforcing steel, anchor rods, and other embedments shall be observed prior to placement of cast-in-place concrete and/or shotcrete elements.

2. Concrete Unit Masonry: Reinforcing steel, anchor rods, and other embedments shall be observed prior to masonry unit placement and grouting of cells.

3. Structural Steel: Steel elements and welded/bolted connections shall be observed.

4. Light Cold-Formed Metal Framing: Floor/roof diaphragm fastening and hardware installation; cold-formed metal shear wall framing prior to the installation of sheathing; Shear wall screw fastening, welding, and hardware installation.

5. Structural Wood: Floor/roof diaphragm nailing and hardware installation, shear wall nailing and hardware installation, holdown installation, and bolted connection installation.

California Building Code 2022
ACI 318 2019*
ACI 440.2R 2008*
2012
ACI 506.2 2013*
ANSI/AISC 341 2016*
ANSI/SDI QA/QC 2017
ASTM C31 2018b*
2021
2020
2017*
2020
2020
2016*
2017
2017
2023
2012-e1*
ACI 440.3R
ANSI/AISC 360 2016*
ASTM C39
ASTM C42
ASTM C94
ASTM C143
ASTM C780
ASTM C1019
ASTM C1064
ASTM C1077
ASTM C1314
ASTM D1557
ASTM D3740 2019
ASTM D7522 2021
ASTM E164 2019
2021
2022
2021
2021
2015*
AWS D1.4 2018*
RCSC Specification 2020
ASTM E329
ASTM E488
ASTM E543
ASTM E709
AWS D1.1
SJI 100 2020*
SJI 200 2015*
TMS 602 2016*
* Reference standard cited by CBC 2022, Chapter 35
ACI 506R 2016*
ACI 506.4R 1994*
Item
No.

System, Material or Element
Building Code
Reference
Material Standard
Reference Continuous Periodic
Remarks
Frequency
Soil and Foundations
1 Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

X
2 Verify excavations are extended to proper depth and have reached proper material.

X
3 Perform classification and testing of compacted fill materials. Table 1705.6 X 4 During fill placement verify use of proper materials and procedures in accordance with the provisions of the approved geotechnical report. Verify densities and lift thicknesses during placement and compaction of compacted fill.

X
5 Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

X
Performed by the Geotechnical Engineer
Item
No.

System, Material or Element
Building Code
Reference
Material Standard
Reference Continuous Periodic
Remarks
Frequency
Concrete Formwork
1 Inspect erected formwork, shoring, and bracing to verify the shape, location and dimensions, and to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure.

Table 1705.3
ACI 318:

26.11.1.2(b)
X
Item
No.

System, Material or Element
Building Code
Reference
Material Standard
Reference Continuous Periodic
Remarks
Frequency
Concrete Reinforcement and Embedded Items
2 Cast-in-Place Anchors and other embedments: Verify the anchor diameter, length, type, grade, and depth of embedment into the concrete. Verify tiewires and similar items have been properly installed to secure the embedded items in place during the placement of concrete.

Table 1705.3 ACI 318: 17.8.2
1 Placement of Reinforcing Bars: Verify the reinforcing grade, size, number, location, and bend detailing are as shown on the drawings and are in acceptable condition. Verify tie-wires and similar items have been properly installed to secure the reinforcement in place during the placement of concrete.

Table 1705.3
ACI 318: Ch. 20,

25.2, 25.3,

26.6.1-26.6.3,
ACI 506.4R, ACI
506.6T
X
3 Clearances: Verify proper clearances exist between reinforcement or embedded items and forms or soil.

X
4 Mechanical Couplers: Verify that the specific manufacturer and model of couplers have been approved for the application by the Architect/Engineer.

Verify that the couplers are installed according to the manufacturer's recommendations.

X
5 Headed Reinforcing Bars: Verify that the specific manufacturer and type of headed reinforcing bars (with applicable product labeling) have been approved for the application by the Architect/Engineer. Verify that the headed terminators are installed according to the manufacturer's recommendations.

X
6 Welding of Reinforcing Steel: Verify that the appropriate approved welding procedure specification (WPS) is available at the site and that the welder has properly considered the process to be performed and the joint configuration.

Verify that the welder follows the essential variables of the WPS, that the materials and process comply with the applicable provisions of AWS D1.1 and AWS D1.4, and the project specifications, and that each welder has satisfactorily passed appropriate AWS qualification tests for the procedure to be performed, and if pertinent, has undergone recertification.

Table 1705.3
AWS D1.4,
ACI 318
Section 26.6.4
Welds larger
than 5/16"
Welds 5/16"
And Smaller X
Item
No.

System, Material or Element
Building Code
Reference
Material Standard
Reference Continuous Periodic
Remarks
Frequency
Cast in Place Concrete
2 Verify that the concrete is placed, consolidated, and finished as indicated on the drawings.

Table 1705.3 ACI 318: 26.5 X
1 Verify that the concrete delivered to the job has been prepared with the approved mix design appropriate for the application and is transported and placed within the time and under the conditions permitted by ASTM C94 and the project specifications.

Table 1705.3,
1904.1, 1904.2
ASTM C94, ACI
318: Ch. 19,

26.4.3, 26.4.4
X
4 Sampling of Fresh Concrete Table 1705.3
ACI 318: 26.5,

26.12, ASTM
C172
X
3 Verify that strength test specimens are taken and cured as indicated in the project specifications.
a
Slump and air content: One test at point of placement for each set of compression test specimens; additional tests when concrete consistency seems to have changed.

ASTM C143
b
Concrete Temperature: One test hourly when air temperature is 40 degrees Fahrenheit and below or 80 degrees Fahrenheit and above, and one test for each set of compressive-strength specimens.

ASTM C1064
c
Compression Test Specimens: One set of four standard cylinders for each compressive-strength test, unless otherwise directed. Mold and store cylinders for laboratory-cured test specimens except when field-cured test specimens are required.

ASTM C31
d
Compressive-Strength Tests: One specimen shall be tested at 7 days, two specimens tested at 28 days, and one specimen retained for later testing if required.

ASTM C39
Frequency of tests: A minimum of one set of cylinders shall be tested for any individual structure or each day's placement of a class of concrete exceeding 25 cubic yards. An
additional set of cylinders shall be tested for each 100 cubic yards of each class of concrete. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. 5 Verify maintenance of specified curing temperature and techniques. Table 1705.3 ACI 318:

26.5.3, 26.5.5
X
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:36 AM 12" = 1'-0"
Checker
11/22/23
238195 Author
S0.14
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

SPECIAL INSPECTIONS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

Item
No. System, Material or Element Building Code Reference Material Standard
Reference Continuous Periodic
Remarks
Frequency
Post-Installed Anchors
1 Approved Products: Verify that the specific manufacturer and model of anchors have been approved for the application by the Architect/Engineer.

X
2 Verification of drilled holes: Verify that holes are drilled at the angle required and of the diameter and depth required. Verify that holes are clean prior to installation of anchors.

Table 1705.3
X
3 Adhesive Anchors: Verify that the adhesive packaging indicates an expiration date and that the expiration date has not passed. Verify that adhesive is mixed properly and that the initial portion of adhesive coming out of the nozzle is wasted, as required by the manufacturer. Verify that the anchors are installed according to the manufacturer's recommendations.

X
See General Notes for approved products
Adhesive anchors include threaded rods and reinforcing bars set in holes filled with adhesive.
4 Mechanical Anchors: Verify that the anchors are installed according to the manufacturer's recommendations.

X
5 Anchor Testing: Test ten percent of each application of anchors to the tensile or torque proof load as indicated in the General Notes. One application of anchors shall be defined as those anchors installed by a single crew in a single day.

X
Test locations are random at the discretion of the Special Inspector, unless otherwise directed by the
Architect/Engineer. If any anchor fails the test, test all anchors in the same application not previously tested until 10 consecutive anchors pass
a
Tension Tests: Tension test loads shall be maintained for a minimum of one minute. Anchor displacement at the end of the loading period shall be limited to one-fifth of the nominal anchor diameter. Displacement following release of load shall return to zero.

ASTM E488 X Applicable to adhesive anchors
b
Torque Tests: Required torque must be reached within a half turn of the nut from snug, except for 3/8" diameter anchors, for which the required torque must be reached within a quarter turn of the nut from snug.

X Applicable to mechanical anchors
ACI 318
Section 17.8.2
ACI 318
Section 17.8.2
Item
No. System, Material or Element Building Code Reference Material Standard
Reference Continuous Periodic
Remarks
Frequency
Reinforced Masonry (Level 2)
1 Prior to construction, verification of compliance of submittals. TMS 602, Table 3, Article 1.5
X
2 Prior to construction, verification of f 'm X
3 During construction, verification of Slump flow and Visual Stability Index (VSI) when self-consolidating grout is delivered to the project site.

X
4 As masonry construction begins, verify the proportions of site-prepared mortar
X
5 Inspection during placement of masonry units: Verify that units are properly placed, aligned and mortared.

X
6 Verify the proper grade, type and size, number, location, spacing and detailing of reinforcement, connectors and anchor bolts 1705.4 X 7 Prior to Grouting, verify cells have been cleaned of loose mortar and debris and reinforcing is secure
X
8 Inspection during grouting operationsX
9 Mortar Tests: Observe preparation of specimens, test and evaluate mortar. X One set of tests for each set of prism tests. 10 Grout Tests: Observe preparation of specimens, test and evaluate grout. X One set of tests for each set of prism tests. 11 Prism Tests: Observe preparation of specimens, test and evaluate masonry prisms for strength.

X
One set of three prisms for each 5,000 square feet of wall area constructed, but no less than one set in total.

TMS 602, Table 3,
Article 1.4B
TMS 602, Table 3,
Article 1.5 & 1.6.3
TMS 602, Table 4,
Art. 2.1, 2.6A & 2.6C
TMS 602 Art. 3.3B
TMS 402 Section 6.1
& 6.3; TMS 602,
Table 4, Art. 3.2E,

3.4 & 3.6
TMS 602, Art. 3.3B
TMS 602 Art. 3.5 &

3.6C
TMS 602 Art. 1.4,
ASTM C780
TMS 602 Art. 1.4,
ASTM C1019
TMS 602 Art. 1.4,
ASTM C1314
Item
No. System, Material or Element Building Code Reference Material Standard
Reference Continuous Periodic
Remarks
Frequency
Welded Studs and Deformed Bar Anchors
2 Verify full 360-degree flash for welds AWS D1.1,
Section 7.8
X
1 Verify that studs and DBAs are applied in a prequalified position or that applicable qualification tests have been performed incorporating the specified materials
AWS D1.1,
Section 7.6
X
3 Perform 15-degree bend tests when visual inspection of any stud or DBA reveals less than full 360-degree flash or has been repaired by welding AWS D1.1,
Section 7.8
X
Studs or DBAs subject to bend tests shall show no sign of failure and shall be acceptable for use following the test.

JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:36 AM 12" = 1'-0"
Checker
11/22/23
238195 Author
S0.15
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

SPECIAL INSPECTIONS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

Item
No. System, Material or Element Building Code Reference Material Standard
Reference
Remarks
Frequency
Perform Observe
Structural Steel - Welding
1 Inspection Tasks Prior to Welding
a Verify presence of welder qualification records and continuity records 1705.2
AISC 360
Section N5.4 and
Table N5.4-1
X
b Verify that applicable WPS is availableX
c Verify manufacturer certifications for welding consumables availableX d Verify material identification (type/grade)X
e Confirm welder identification system is followedX
The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.
f
Verify fit-up of groove welds (including joint geometry) • Joint preparations
• Dimensions (alignment, root opening, root face, bevel) • Cleanliness (condition of steel surfaces)
• Tacking (tack weld quality and location)
• Backing type and fit (if applicable)
X
g
Verify fit-up of CJP groove welds of HSS T-, Y- and K-joints without backing (including joint geometry)
• Joint preparations
• Dimensions (alignment, root opening, root face, bevel) • Cleanliness (condition of steel surfaces)
• Tacking (tack weld quality and location)
X
h Verify proper configuration and finish of access holesX j
Verify fit-up of fillet welds
• Dimensions (alignment, gaps at root)
• Cleanliness (condition of steel surfaces)
• Tacking (tack weld quality and location)
X
k Check welding equipment X Fabricator or erector shall observe 2 Inspection Tasks During Welding a
Confirm control and handling of welding consumables
• Packaging
• Exposure control
X
b Confirm no welding occurs over cracked tack weldsX
c
Verify environmental conditions
• Wind speed within limits
• Precipitation and temperature
X
d
Verify that applicable WPS is followed
• Settings on welding equipment
• Travel speed
• Selected welding materials
• Shielding gas type/flow rate
• Preheat applied
• Interpass temperature maintained (min./max.)
• Proper position (F, V, H, OH)
• Intermix of filler metals avoided unless approved
X
e
Verify proper welding techniques are followed
• Interpass and final cleaning
• Each pass within profile limitations
• Each pass meets quality requirements
Welds Larger
than 5/16"
Welds 5/16"
And Smaller
f Inspect placement and installation of welded headed stud anchorsX 1705.2
AISC 360
Section N5.4 and
Table N5.4-2
3 Inspection Tasks After Welding
a Verify welds are cleanedX
b Verify size, length and location of weldsX
c
Verify that welds meet visual acceptance criteria
• Crack prohibition
• Weld/base-metal fusion
• Crater cross section
• Weld profiles
• Weld size
• Undercut
• Porosity
X
Documentation for seismic resistance is required per AISC 348 Section J6 and Table J6.3
d Verify proper treatment of arc strikesX
e Verify proper welding in the k-area of rolled shapesX When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web karea for cracks within 3 in. of the weld.

Documentation for seismic resistance is required per AISC 348 Section J6 and Table J6.3
f
Verify proper treatment of weld access holes in rolled heavy shapes and builtup heavy shapes X
After rolled heavy shapes (Section A3.1c) and built-up heavy shapes (Section A3.1d) are welded, visually inspect the weld access hole for cracks.

Documentation for seismic resistance is required per AISC 348 Section J6 and Table J6.3
g Placement of reinforcing or contouring fillet welds (if required)X Documentation for seismic resistance is required per AISC 348 Section J6 and Table J6.3
h Backing removed and weld tabs removed (if required)X
Documentation for seismic resistance is required per AISC 348 Section J6 and Table J6.3
j Repair activitiesX
Documentation for seismic resistance is required per AISC 348 Section J6 and Table J6.3
k Document acceptance or rejection of welded joint or memberX m No prohibited welds have been added without the approval of the EOR 1705.2
AISC 360
Section N5.4 and
Table N5.4-3
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:36 AM 12" = 1'-0"
Checker
11/22/23
238195 Author
S0.16
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

SPECIAL INSPECTIONS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

Item
No. System, Material or Element Building Code Reference Material Standard
Reference
Remarks
Frequency
Perform Observe
Structural Steel - Bolting
1 Inspection Tasks Prior to Bolting a
Verify that the manufacturer’s certifications are available for fastener materials
X
b Verify that fasteners marked in accordance with ASTM requirementsX c
Verify that the correct fasteners are selected for the joint detail (grade, type, diameter, bolt length if threads are to be excluded from shear plane) X
d Verify that the correct bolting procedure is selected for joint detailX 1705.2
AISC 360
Section N5.6 and
Verify that connecting elements, including the appropriate faying surface Table N5.6-1 condition and hole preparation, if specified, meet applicable requirements eX
Confirm that pre-installation verification testing by installation personnel are observed and documented for fastener assemblies and that verified methods are used
X
Documentation for seismic resistance is required per AISC 348 Section J7 and Table J7.2
f
Verify that protected storage is provided for bolts, nuts, washers and other fastener components
gX
2 Inspection Tasks During Bolting a
Verify that fastener assemblies are placed in all holes and washers and nuts are positioned as required
X
b
Verify that the joint is brought to the snug-tight condition prior to the pretensioning operation
X
c
Verify that fastener component not turned by the wrench prevented from rotating
X
d
Verify that fasteners are pretensioned in accordance with the RCSC Specification, progressing systematically from the most rigid point toward the free edges
X
1705.2
AISC 360
Section N5.6 and
Table N5.6-2,
RCSC
Specification
Section 9
3 Inspection Tasks After Bolting
a Document acceptance or rejection of bolted connections 1705.2X AISC 360
Section N5.6 and
Table N5.6-3
Documentation for seismic resistance is required per AISC 348 Section J7 and Table J7.3
4 Inspection of Fabricated or Erected Frame a
Confirm compliance with the details shown on the drawings. Verify member sizes, member locations and proper application of joint details at each connection
X
Item
No. System, Material or Element Building Code Reference Material Standard
Reference
Remarks
Frequency
Perform Observe
Structural Steel Requirements for Seismic Resistance
1 Additional Inspections for Seismic Resistance b
Protected zone - verify that no holes and unapproved attachments are made by fabricator or erector, as applicable
X
a
RBS requirements, if applicable
• Contour and finish
• Dimensional tolerances
1705.2 AISC 341 Section J8
and Table J8.1
X
Documentation for seismic resistance is required per AISC 341 Section J8 and Table J8.1
Documentation for seismic resistance is required per AISC 341 Section J8 and Table J8.1
2 Nondestructive Testing of Steel and Welds for Seismic Resistance a Ultrasonic Testing (UT) of CJP Groove Welds in material 5/16" or more in thickness
AISC 341, Section
J6.2a, ASTM E164
X
100% of welds. Weld discontinuities shall be accepted or rejected on the basis of AWS D1.1/D1.1M Table 6.2.
b
Magnetic Particle Testing (MT) of CJP Groove Welds in beam-to-column connections X 25% of welds.
c UT of PJP Groove welds in column splices and column-to-base-plate welds X Weld discontinuities shall be accepted or rejected on the basis of AWS D1.1/D1.1M Table 6.2.
d
UT of base metal for material thicker than 1.5 in., loaded in tension in the through-thickness direction in T- and corner-joints, where the connected material is greater than 0.75 in. and contains CJP groove welds X
100% of welds, behind and adjacent to CJP welds. Weld
discontinuities within 1/4 thickness of material surface shall be accepted or rejected on the basis of AWS D1.1/D1.1M
Table 6.2.
e
MT for thermally cut surfaces of beam copes and access holes at welded splices and connections for rolled shapes with flanges exceeding 1.5 inches thick and for built-up shapes with webs exceeding 1.5 inches thick X 100% of conditions
f
MT of welds and adjacent areas of the reduced beam section (RBS) cut surfaces that have been repaired by welding, or on the base metal of the RBS cut surface if a sharp notch has been removed by grinding X 100% of conditions
g
MT for the ends of welds where weld tabs have been removed at the locations of CJP Groove Welds in material 5/16" or more in thickness X 100% of conditions 1705.2
AISC 341, Section
J6.2a, ASTM E709
AISC 341, Section
J6.2b, ASTM E164
AISC 341, Section
J6.2c, ASTM E164
AISC 341, Section
J6.2d, ASTM E709
AISC 341, Section
J6.2e, ASTM E709
AISC 341, Section
J6.2f, ASTM E709
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:37 AM 12" = 1'-0"
Checker
11/22/23
238195 Author
S0.17
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

SPECIAL INSPECTIONS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

Item
No. System, Material or Element Building Code Reference Material Standard
Reference
Remarks
Frequency
Perform Observe
Steel Deck
1 Inspection Tasks Prior to Deck Placement a
Verify compliance of materials (deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness 1705.2.2

ANSI SDI QA/QC,
Appendix 1,
Table 1.1
X
b Document acceptance or rejection of deck and deck accessoriesX 2 Document acceptance or rejection of deck and deck accessories a Verify compliance of deck and all deck accessories installation with construction documents
X
b
Verify deck materials are represented by the mill certifications that comply with the construction documents
X
c Document acceptance or rejection of deck and deck accessoriesX 3 Inspection Tasks Prior to Welding
a Verify that welding procedure specifications (WPS) are availableX b Verify that manufacturer certifications for welding consumables are availableX c Verify material identification (type/grade)X
d Check welding equipmentX
4 Inspection Tasks During Welding
a Verify welders are qualifiedX
b Verify proper control and handling of welding consumablesX c Verify environmental conditions (wind speed, moisture, temperature)X d Verify WPS is followedX
5 Inspection Tasks After Welding a
Verify size and location of welds, including support, sidelap, and perimeter welds
X
b Verify welds meet acceptance criteriaX
c Verify repair activitiesX
d Document acceptance or rejection of weldsX
6 Inspection Tasks Prior to Mechanical Fastening a
Verify manufacturer installation instructions are available for mechanical fasteners
X
b Verify proper tools are available for fastener installationX c Verify proper storage for mechanical fastenersX
7 Inspection Tasks During Mechanical Fastening
a Verify fasteners are positioned as requiredX
b
Verify that fasteners are installed in accordance with manufacturer's instructions
X
8 Inspection Tasks After Mechanical Fastening
a Check spacing, type, and installation of support fastenersX b Check spacing, type, and installation of sidelap fastenersX c Check spacing, type, and installation of perimeter fastenersX d Verify repair activitiesX
e Document acceptance or rejection of mechanical fastenersX

ANSI SDI QA/QC,
Appendix 1,
Table 1.2

ANSI SDI QA/QC,
Appendix 1,
Table 1.3

ANSI SDI QA/QC,
Appendix 1,
Table 1.5

ANSI SDI QA/QC,
Appendix 1,
Table 1.6

ANSI SDI QA/QC,
Appendix 1,
Table 1.7

ANSI SDI QA/QC,
Appendix 1,
Table 1.8

ANSI SDI QA/QC,
Appendix 1,
Table 1.4
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:37 AM 12" = 1'-0"
Checker
11/22/23
238195 Author
S0.18
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

SPECIAL INSPECTIONS
No. BY DATE REVISIONS

PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

4000
PSI
5000
PSI
3000
PSI
4000
PSI
5000
PSI
#3 22 19 17 17 15 13 29 25 23 23 20 17
#4 29 25 23 22 19 17 38 33 30 29 25 23
#5 36 31 28 28 24 22 47 41 37 37 32 29
#6 43 37 34 33 29 26 56 49 45 43 38 34
#7 63 54 49 48 42 38 82 71 64 63 55 50
#8 72 62 56 55 48 43 94 81 73 72 63 56
#9 81 70 63 62 54 48 106 91 82 81 71 63
#10 91 79 71 70 61 54 119 103 93 91 80 71
#11 101 87 78 78 67 60 132 114 102 102 88 78 BAR SIZE
DEVELOPMENT LENGTH INCHES (ld) LAP SPLICE LENGTH INCHES

TOP BARS OTHER BARS TOP BARS OTHER BARS
3000
PSI
4000
PSI
5000
PSI
3000
PSI
4000
PSI
5000
PSI
3000
PSI
NOTES:

1. REFER TO HOOKED REINFORCEMENT TENSION DEVELOPMENT LENGTH SCHEDULE IN CONCRETE WHEN THE STRAIGHT DEVELOPMENT LENGTH IN TENSION CANNOT BE ACCOMMODATED IN THE CONCRETE SECTION.

2. TABULATED DEVELOPMENT LENGTHS ARE BASED ON REINFORCING STEEL YIELD STRENGTH Fy=60 KSI AND NORMAL WEIGHT CONCRETE.

3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE BARS TO BE DEVELOPED OR SPLICED. THE TOP BAR FACTOR DOES NOT APPLY TO BARS IN WALLS.

4. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED IN TENSION, SPLICE LENGTH SHALL BE THE LARGER OF ld OF THE LARGER BAR AND LAP SPLICE LENGTH OF THE SMALLER BAR.

5. ALL TABULATED VALUES ARE MINIMUM LENGTHS, IN CASE OF CONFLICT WITH PLANS, SECTIONS, OR DETAILS, USE THE LONGER LENGTH.

6. db = BAR DIAMETER.

7. ld = DEVELOPMENT LENGTH.

8. MULTIPLY TABULATED LENGTHS BY THE FOLLOWING FACTORS WHERE APPLICABLE. NOTE THAT FACTORS ARE CUMULATIVE: (E.G. 1.33x1.50 = 2.0)
A. LIGHT WEIGHT CONCRETE: 1.33
B. 3 BUNDLED BARS: 1.20
C. 4 BUNDLED BARS: 1.33
D. CLEAR SPACING LESS THAN 2db
AND CLEAR COVER LESS THAN db: 1.50
E. EPOXY COATED BARS: 1.50

9. USE MECHANICAL COUPLERS FOR #14 AND LARGER BARS.

FACE OF SUPPORT, HORIZONTAL 10. FOR LAP SPLICES IN CONCRETE MASONRY, SEE MASONRY REINFORCEMENT DETAILS.

OR VERTICAL JOINT

DEVELOPMENT LAP SPLICE
db
db
db

DEVELOPMENT
LENGTH (ld)

DEVELOPMENT
LENGTH (ld)
LAP SPLICE LENGTH 0" U.O.N.
16 21
26 31
45 51
57 64
71 6000
PSI
12 16
20 24
34 39
44 50
55 6000
PSI
20 27
33 40
58 66
74 84
93 6000
PSI
16 21
26 31
45 51
57 64
71 6000
PSI
NOTES:

1. SEE TYPICAL REINFORCEMENT BEND DETAIL FOR ADDITIONAL INFORMATION.

2. TABULATED DEVELOPMENT LENGTHS ARE BASED ON REINFORCING STEEL YIELD STRENGTH (Fy=60 KSI) AND NORMAL WEIGHT CONCRETE.

3. ALL TABULATED VALUES ARE MINIMUM LENGTHS. IN CASE OF CONFLICT WITH THE PLANS, SECTIONS, OR DETAILS, USE THE LONGER LENGTH.

4. db=BAR DIAMETER

5. ldh =TENSION DEVELOPMENT LENGTH (HOOK BARS)

6. ADJUST TABULATED LENGTHS BY THE FOLLOWING MULTIPLICATION FACTORS WHERE APPLICABLE. NOTE THAT THE FACTORS ARE CUMULATIVE: (e.g. 1.33 x 1.20 = 1.60)
A. REINFORCING BAR STRENGTH OTHER THAN 60 KSI: (Fy/60,000) B. LIGHT WEIGHT CONCRETE: 1.33
C. EPOXY COATED BARS: 1.20

FACE OF SUPPORT, HORIZONTAL OR

VERTICAL JOINT, OR POTENTIAL CRACK LINE
90 DEGREE HOOK
180 DEGREE HOOK
ldh
ldh
db d
BAR b
SIZE

TENSION DEVELOPMENT LENGTH
FOR HOOKED BARS (ldh) INCHES
3000 PSI 4000 PSI 5000 PSI
#3 9 8 7
#4 11 10 9
#5 14 12 11
#6 17 15 13
#7 20 17 15
#8 22 19 17
#9 25 23 22
#10 29 27 26
#11 34 32 31
6000 PSI
6 8
10 12
15 18
22 26
30 D
Lst
D
8" MIN.

STEP (d)

SEE PLAN
D
D
8" MIN.

STEP (d)

SEE PLAN
Ld
Lst
D
SLAB

THICKNESS
D
D
8" MIN.

SLAB DEPRESSION
(d) SEE PLAN

LAP SPLICE
SLAB

THICKNESS
D

SLAB DEPRESSION
(d) SEE PLAN

LAP SPLICE
STEP ≤ 2"
STD. HOOK
MATCH TOP REINF.
℄
MATCH BEAM REINF.

STD. HOOK
NOTE: ALL SPLICE LENGTHS TO BE TENSION SPLICES PER DETAIL SLAB DEPRESSION (d) IS ≤ 2"
STD. HOOK
STEP (d) IS < D-3"
(AT SUPPORT, TOP BARS REQUIRED)
STEP (d) IS < D-3"
(BETWEEN SUPPORT, TOP BARS NOT REQUIRED)

TOP BARS

SEE PLAN

BOTTOM BARS,

SEE PLAN
(1) #5

ADDITIONAL,
TYP. TOP BARS

SEE PLAN
HICKEY
BOT. BARS

BOTTOM BARS,

SEE PLAN
START PERP.

BOT. MAT HERE
(1) #5

ADDITIONAL
TYP.

SLAB REINF.

SEE PLAN
(1) #5

ADDITIONAL,
TYP.
(1) #5

ADDITIONAL,
TYP.
(1) #5 ADDITIONAL,
TYP.

SLAB REINF., SEE PLAN
(1) #5

ADDITIONAL,
TYP.

SGHCON30
1 S0.20

SUPPORT
BAR
SIZE

TENSION DEVELOPMENT LENGTH FOR
HEADED BARS (ldt) INCHES
3000 PSI 4000 PSI 5000 PSI
#3 7 6 6
#4 9 8 7
#5 11 10 9
#6 14 12 11
#7 16 14 12
#8 18 16 14
#9 20 18 16
#10 22 19 17
#11 25 21 19

FACE OF SUPPORT, HORIZONTAL OR

VERTICAL JOINT, OR POTENTIAL CRACK LINE
HEADED

TERMINATOR
NOTES:

1. Abrg > 4Ab; s > 4db

2. TABULATED DEVELOPMENT LENGTHS ARE BASED ON REINFORCING STEEL YIELD STRENGTH (Fy = 60 KSI) AND NORMAL WEIGHT CONCRETE.

3. ALL TABULATED VALUES ARE MINIMUM LENGTHS. IN CASE OF CONFLICT WITH THE PLANS, SECTIONS, OR DETAILS, USE THE LONGER LENGTH.

4. Abrg = NET BEARING AREA OF THE HEAD.

5. Ab = BAR AREA

6. db = BAR DIAMETER

7. ldt = TENSION DEVELOPMENT LENGTH (HEADED BARS)

8. s = CLEAR SPACING BETWEEN BARS

9. ADJUST TABULATED LENGTHS BY THE FOLLOWING MULTIPLICATION FACTORS WHERE APPLICABLE. NOTE THAT THE FACTORS ARE CUMULATIVE: (e.g. 1.30 x 1.20 = 1.56)
A. REINFORCING BAR STRENGTH OTHER THAN 60 KSI: (Fy/60,000) B. EPOXY COATED BARS: 1.20

10. THE HEAD IS CONSIDERED PART OF THE BAR FOR THE PURPOSE OF SATISFYING COVER REQUIREMENTS. MINIMUM CLEAR COVER IS 2db.

11. HEADS MAY BE STAGGERED TO AVOID CONGESTION.
db
ldt
6000 PSI
6 6
8 9
11 12
14 16
17 "T"
SEE
SCHED.

CLR.

SEE
SCHED.

TOOLED JOINT. FILLED WHERE REQUIRED
NOTES:

1. FILL JOINT WHERE REQUIRED AFTER SLAB HAS BEEN CURED. USE MINIMUM JOINT WIDTH OF 3/16" FOR JOINTS TO BE FILLED.

2. CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT.

3. LOCATE CONTROL JOINTS ON A RECTANGULAR GRID, SPACED PER SCHEDULE.

SUBMIT JOINT DETAIL AND LAYOUT TO ARCHITECT FOR REVIEW.

4. ALTERNATIVE: MAKE SAWCUT JOINTS WITHIN 4 TO 8 HOURS AFTER CONCRETE PLACEMENT. PROPER TIMING IS DICTATED BY THE RATE OF HARDENING OF THE CONCRETE.

SLAB
THICKNESS, "T"
(IN.)

JOINT DEPTH
(IN.)

CLEARANCE TO
TOP OF REINF.
(IN.)
MAX. JOINT
SPACING (FT.)
4" 1" 11
/2" 12'
5" 11
/4" 2" 15'
6" 11
/2" 21/2" 18'
REINF. PER PLAN

SUBGRADE

PER PLAN

VAPOR RETARDER

PER PLAN OR

SPECIFICATIONS
6"
1 1/2"
2 5/8"
1'-0"
1'-0"
MIN.
#4 CONT.
#4 @ 18"
30"

SLAB ON GRADE &
REINF. PER PLAN
(2) #4 CONT.

FIN. GRADE
1 1
SGHCON29
1'-0"
1'-0"
SGHCON37
1 1

CONCRETE SLAB ON

GRADE PER PLAN
#4 @ 12"
DOWELS, TYP.

GRADE BEAM

PER PLAN
2'-0"

SEE PLAN
TYP.
2'-0"
5 6
7 8
10 11
15 17
19 BAR
SIZE
BEND

DIAMETER
(D) INCHES
180°HOOKS 90° HOOKS
A OR G
INCHES
J
INCHES
A OR G
INCHES
#3 21
/4 3 6
#4 3 4 8
#5 33
/4 5 10
#6 41
/2 6 12
#7 51
/4 7 14
#8 6 8 16
#9 91
/2 113/4 19
#10 103
/4 131/4 22
#11 12 143
/4 24
1 6
180 DEGREE HOOK OFFSET BEND
90 DEGREE HOOK
NOTES:

1. ALL BENDS SHALL BE MADE COLD AND SHALL BE MADE PRIOR TO PARTIAL EMBEDMENT IN CONCRETE.

2. db = BAR DIAMETER.

3. D = BEND DIAMETER, MEASURED ON THE INSIDE OF BAR.

A OR G
HOOK
J
D
4db
(2 1/2" MIN.)
D
db db
12db
A OR G
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:38 AM As indicated
Checker
11/22/23
238195 Author
S0.20
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

CONCRETE TYPICAL

DETAILS
No. BY DATE REVISIONS
3/4" = 1'-0"
STRAIGHT REINFORCEMENT DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE FOR CONCRETE 1 3/4" = 1'-0"
HOOKED REINFORCEMENT DEVELOPMENT LENGTH SCHEDULE FOR CONCRETE 2 3/4" = 1'-0"
SLAB STEP AND DEPRESSION REINFORCEMENT DETAILS 3
3/4" = 1'-0"

HEADED REINFORCEMENT DEVELOPMENT LENGTH SCHEDULE FOR CONCRETE 4 1 1/2" = 1'-0"

TYPICAL SLAB ON GRADE CONTROL JOINT
5 3/4" = 1'-0"
SLAB ON GRADE EDGE DETAIL 6 3/4" = 1'-0"
TYP. SLAB ON GRADE TO
GRADE BEAM CONNECTION DETAIL 7 3/4" = 1'-0"

TYPICAL REINFORCEMENT BENDS FOR CONCRETE AND MASONRY
8 PROGRESS SET - NOT FORPERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

2T, 12"
MIN.
2T,
12" MIN.

T
T
T
T
ld
SEE SCHED.
ld

LAP SPLICE
SEE SCHED.

LAP SPLICE
SEE SCHED.
1 2
1 2 SLAB

REINFORCEMENT
PER PLANS, TYP.

CURB WHERE OCCURS, SEE
TYP. CONCRETE CURB DETAIL
3" < SLAB DEPRESSION < 18"

CONTINUOUS BAR AT DEPRESSION
(SIZE TO MATCH SLAB STEEL)

CURB WHERE OCCURS, SEE
TYP. CONCRETE CURB DETAIL
"Z" BARS. SIZE &

SPACING TO

MATCH SLAB
STEEL
NOTE:

COORDINATE LOCATION AND DEPTH OF DEPRESSIONS WITH

ARCHITECTURAL & MECHANICAL DRAWINGS

SUBGRADE

PER PLAN

SUBGRADE

PER PLAN
ADDITIONAL #4 CONT.

FOR DEPRESSIONS > 12"
OPTIONAL HORIZ.

CONSTRUCTION JOINT
SLAB DEPRESSION < 3"
1'-1 11/16" 1'-5 9/16"
5 3/4"
1'-11 13/16"
8 7/8"
7"
5"
2'-0"
3"
5"
10"
NOTES:

1. COORDINATE LOCATION, SIZE AND HEIGHT WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. SEE POST-INSTALLED ANCHORS NOTE 3 REGARDING LOCATING EXISTING REINFORCING AND TENDONS PRIOR TO DRILLING.

VOID FORM
6" SLAB W/ #4 @ 8" O.C.

E.W., T&B
#4 CONT.
#4 @ 12" O.C.
#4 @ 12" O.C. VERT.
6" RIB E.S. & 6'-0" O.C.

MAX. SPACING

P-T SLAB
(REINF. NOT SHOWN)
EMBED 3" IN ADHESIVE
SGHCON31
1'-6"
2'-6" MAX.

BAR
SIZE
BEND

DIAMETER
(D) INCHES
90° HOOK 135° HOOKS
A OR G
INCHES
A OR G
INCHES
H (APPROX.)
INCHES
#3 11
/2 4 41/4 3
#4 2 41
/2 41/2 3
#5 21
/2 6 51/2 33/4
90 DEGREE HOOK 135 DEGREE HOOK
NOTES:

1. ALL BENDS SHALL BE MADE COLD AND SHALL BE MADE PRIOR TO PARTIAL EMBEDMENT IN CONCRETE.

2. db = BAR DIAMETER.

3. D = BEND DIAMETER, MEASURED ON THE INSIDE OF BAR.

A OR G
A OR G
D
D
H
db
db
6d
(2 1/2" MIN.)
D
6db
(3" MIN.)
"T"
3/4 "
MIN.

REINF. PER PLAN
NOTES :

1. FILL JOINT WHERE REQUIRED AFTER SLAB HAS BEEN CURED.

2. CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT.

SUBGRADE

PER PLAN

NO REINFORCEMENT

THROUGH JOINT
PERMANENT 24 GAUGE

GALVANIZED PREFORMED JOINT

STRIP (SCREED KEY JOINT)

VAPOR RETARDER

PER PLAN OR

SPECIFICATIONS
TOOLED EDGES, TYP.
6"
3/4"
1'-0"
MIN.
1'-0"
8"
MIN.
8"
MIN.
8"
MIN.
1 1/2"
CLR.
6"
NOTE::

SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
1 1/2 " CLR. TYP.

KEYED CONSTRUCTION

JOINT AT THICKENED
EDGE
#4
CONT.
(2) #4
#4 @ 12"
O.C.
#3 NOSING
BARS

EXTEND BELOW FROST DEPTH

FOR EXTERIOR CONDITIONS,

WHERE APPLICABLE
#3 @ 12" O.C.,
TYP. 1'-6"
9"
1'-0"
1'-0"
8"
8" 8"
6"
1 1/2"
1 1/2"
VARIES

SEE PLANS
#3 @ 18" O.C. E.W.

CONC. SLAB
#4 @ 18" O.C. E.W.

CONC. PAD
EMBED 3" IN ADHESIVE
NOTE:

COORDINATE LOCATION, SIZE AND HEIGHT WITH
ARCHITECTURAL AND MECHANICAL DRAWINGS.

ROUGHEN TO 1/4" MIN.

AMPLITUDE 1'-0"x1'-0"
AT EA. DOWEL
12"
6"
6"
W=1'-0"
MAX.

W

SEE PLANS
4" MIN., 6" MAX.

REINFORCING SCHEDULE
HEIGHT VERT. REINF.

SEE PLANS

FOR HEIGHT

SEE PLANS

FOR HEIGHT,
3x W MAX.

CONSTRUCTION

JOINT (ROUGHEN)
CONC. SLAB

CONSTRUCTION

JOINT (ROUGHEN)
#4, CONT.

ADD #4 HORIZ. @
MAX. 12" VERT.

SPACING FOR HEIGHT
EXCEEDING 12"
REINF. PER SCHED., TYP.

EMBED IN ADHESIVE 3", TYP. REINF. PER SCHED.,
EMBED IN ADHESIVE 3", TYP.

NOTE:

COORDINATE LOCATION, SIZE AND HEIGHT WITH
ARCHITECTURAL AND MECHANICAL DRAWINGS.
2x W MAX. #3 @ 12"
4x W MAX. #4 @ 12"
ADD #4 HORIZ. @ MAX. 12"
VERT. SPACING FOR
HEIGHT EXCEEDING 12"
CONC. SLAB
6" 0"
7"7"
1'-0"
6"
MIN.

0.30La
La
O.25La
MAX.

O.25La
MAX.

Lb
O.25Lb
MAX.
0"
3/4" CLR.
3/4" CLR.
3/4" CLR.

EXT. SUPPORT EXT. SPAN INT. SUPPORT INT. SPAN
NOTE:

1. TOP REINFORCING SHALL BE EVENLY
SPACED BETWEEN LINES THAT ARE 1.5h

OUTSIDE OPPOSITE FACES OF COLUMN
SUPPORT, NOT TO EXCEED 12 in
TYP. BOTT. MAT SHALL

BE CONTINUOUS OR

TENSION LAPPED AT

INTERIOR SUPPORTS
TYP. TOP MAT SHALL BE CONT.

OR TENSION LAPPED AT MIDSPAN

TOP REINFORCING

AT SUPPORTS,

SEE PLAN

0.30 LARGER
OF La
90° OR 180° ACI AND Lb
STD. HOOK

ADDED BOTTOM

REINFORCING,

SEE PLAN

BOTTOM MAT

REINFORCING,

SEE PLAN
SGHCON32
3"3"

FIRST POURSECOND POUR
3 EQUAL
SPACES
1 1/2"
12" LONG KEY
@ 24" O.C.

CLEAN SURFACE

PRIOR TO PLACING

SECOND POUR

FOR SLAB

REINFORCEMENT SIZE
& LOCATION SEE PLAN

SECTION
NOTES:

1. LOCATE JOINTS BETWEEN 1/4-POINT AND 1/3-POINT OF SPANS.

2. LOCATION OF JOINTS SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE.

LAP SPLICE SEE
SCHEDULE, TYP.
2 11/16" 2 11/16" 2 11/16"
1 1/2"
3" 3"
8"
TYP.
8 @ 4"

SECOND POURFIRST POUR
24"
1 #7 1
24"

TOP LONGITUDINAL
BARS
BOTT.

LONGITUDINAL
BARS
(8) #4 TIES AT EA. PAIR OF
DIAGONAL BARS (ALT. HOOKS TYP.)
@ 8" O.C.

KEY FROM 2x8
NOTES:

1. LOCATE JOINTS IN THE MIDDLE THIRD OF SPANS BETWEEN COLUMNS, U.O.N.

2. LOCATION OF JOINTS SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED

BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTING FORMS OR PLACING REBAR OR CONCRETE.

CLEAN SURFACE
& REMOVE ALL
LAITANCE.

SECTION ELEVATION
2'-8"
8"
4 @ 3"

SECOND POURFIRST POUR
1'-0"
MAX.

TOP

LONGITUDINAL
BARS
ADDITIONAL TIES. SIZE

AND CONFIGURATION

PER OTHER DETAILS

CLEAN SURFACE &

REMOVE ALL

LAITANCE

KEY FROM
2x8
BOTT.

LONGITUDINAL
BARS
NOTES:

1. LOCATE JOINTS BETWEEN 1/4-POINT AND 1/3-POINT OF SPANS.

2. LOCATION OF JOINTS SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO PLACEMENT OF CONCRETE.

3. FOR BEAMS WIDER THAN 1'-0", PROVIDE DIAGONAL BAR PAIRS @ 8" O.C.

4. FOR BEAMS SHALLOWER THAN 2'-0", REDUCE KEY SIZE PROPORTIONALLY

DIAGONAL BARS

PER ELEVATION

ELEVATION SECTION
12"
#5
12"
1 1
1'-0"
1'-0"
6 @ 3"

FIRST POUR SECOND POUR
CLEAN

SURFACE &

REMOVE ALL

LAITANCE
BOTT.

LONGITUDINAL BARS
#4x4'-0", MATCH NUMBER & SPACING OF
BOTT. LONGITUDINAL BARS. MAY BE

OMITTED WHERE TOP LONGITUDINAL

BARS OCCUR
TOP

LONGITUDINAL

BARS WHERE

OCCURRING
KEY FROM 2x6
ADDITIONAL TIES.

SIZE AND

CONFIGURATION PER

OTHER DETAILS

DIAGONAL BARS PER ELEVATION
12"
#5
1 1
12"

ELEVATION SECTION
NOTES:

1. LOCATE JOINTS BETWEEN 1/4 -POINT AND 1/3 -POINT OF SPANS.

2. LOCATION OF JOINTS SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO PLACEMENT OF CONCRETE.

3. PROVIDE DIAGONAL BAR PAIRS @ 8" O.C. (2 PAIRS MIN.)

4. FOR BEAMS SHALLOWER THAN 2'-0", REDUCE KEY SIZE PROPORTIONALLY

SLAB-ON-GRADE
1'-7 1/2"
4 @ 6"

FIRST POUR SECOND POUR
#4x4'-0". MATCH

NUMBER & SPACING OF
BOTT. LONGITUDINAL BARS.

MAY BE OMITTED WHERE

TOP LONGITUDINAL BARS
OCCUR
TOP

LONGITUDINAL
BARS
WHERE

OCCURING
KEY FROM 2x4
#3 TIES

CLEAN SURFACE &

REMOVE ALL LAITANCE
BOTT.

LONGITUDINAL
BARS

ELEVATION SECTION
2'-7 13/16"
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:39 AM As indicated
Checker
11/22/23
238195 Author
S0.21
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

CONCRETE TYPICAL

DETAILS
No. BY DATE REVISIONS
3/4" = 1'-0"
TYPICAL SLAB ON GRADE AT DEPRESSIONS 1 1" = 1'-0"

TYPICAL CONCRETE
PADS EXCEEDING 8" THICKNESS 2 3/4" = 1'-0"

TYPICAL TIE AND STIRRUP HOOKS FOR CONCRETE AND MASONRY
3 1 1/2" = 1'-0"
TYPICAL SLAB ON GRADE CONSTRUCTION JOINT 4 3/4" = 1'-0"TYPICAL CONCRETE STAIRS ON GRADE 5 1" = 1'-0"
TYPICAL CONCRETE PAD 6
1" = 1'-0"

TYPICAL CONCRETE CURB
7 1/4" = 1'-0"
MILD CONCRETE SLAB REINFORCING 8 1" = 1'-0"TYP. ELEVATED SLAB CONSTRUCTION JOINT 9 3/4" = 1'-0"

TYPICAL CONSTRUCTION
JOINT FOR MAT FOUNDATION 10 3/4" = 1'-0"

TYPICAL CONSTRUCTION
JOINT FOR CAST-IN-PLACE BEAM 11 3/4" = 1'-0"

TYPICAL CONSTRUCTION

JOINT FOR TIE/GRADE BEAM
12 3/4" = 1'-0"

TYPICAL CONSTRUCTION

JOINT FOR CONTINUOUS FOOTING
13 PROGRESS SET - NOT FORPERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

LAP
SPLICE
LAP
SPLICE
LAP
SPLICE
LAP
SPLICE

DEVELOPMENT LENGTH
TYP.
a
w

STANDARD HOOK WHERE EMBEDMENT EQUAL TO

THE BAR DEVELOPMENT LENGTH IS NOT
POSSIBLE.

WHERE BAR EXTENSION EQUAL

TO DEVELOPMENT LENGTH IS

NOT POSSIBLE, EXTEND BARS

AS FAR AS POSSIBLE &
PROVIDE STD. HOOK, TYP.

TYP.

WALL
REINF.

TOP OF
WALL
(2) #5
MIN.
#5 MIN.

U-SHAPED BARS

TO MATCH WALL
REINF.

STD. HOOK
(2) #5x5'-2"

LONG DIAGONAL
LINTEL
REINFORCING:
(2) #5
(2) #5
(2) #5
@ C.L.

WALL
NOTE: SEE WALL

ELEVATION OR WALL

DETAIL FOR TYPICAL

WALL REINFORCING

U-SHAPED BARS TO MATCH

INTERRUPTED HORIZONTAL OR VERTICAL

BARS, LAPPED WITH NORMAL

HORIZONTAL OR VERTICAL BARS TYPICAL
(4) SIDES OF OPENING
FLOOR
LINE

SINGLE LAYER DOUBLE
LAYER

SINGLE LAYER DOUBLE
LAYER

OPTIONAL CONSTRUCTION
JOINT SEE NOTE 6
(2) #5

6. THE CONTRACTOR MAY ELECT TO ADD VERTICAL CONSTRUCTION JOINTS THAT

ALIGN WITH THE EDGES OF THE OPENINGS PROVIDED THAT ALL
REINFORCEMENT IS CONTINUOUS THROUGH THE JOINTS.

7. REFER TO THE CONTRACT DRAWINGS FOR THE SIZES AND LOCATIONS OF ALL OPENINGS IN THE CONCRETE WALLS.

NOTES:

1. FOR WALLS WITH DOUBLE LAYERS OF REINFORCING, JAMB BARS AND CORNER BARS SHALL BE PLACED AT EACH FACE, RATHER THAN AT WALL C.L.

2. EXTEND JAMB BARS FLOOR TO FLOOR, OR FLOOR TO ROOF.

3. TYPICAL REINFORCING NOT SHOWN FOR CLARITY.

4. OPENINGS ARE SHOWN SQUARE AND RECTANGULAR. CIRCULAR OPENINGS REQUIRE THE SAME DETAILS AND REINFORCEMENT.

5. WHEN DIMENSION "a" < 0.5 "w", REPLACE U-SHAPED BARS WITH CLOSED TIES.

SPACE CLOSED TIES TO MATCH VERTICAL WALL REINFORCING BUT NOT GREATER THAN "a"/2.

LAPPED WITH NORMAL TOP BARS

AS PER SCHEDULE TYPICAL EACH
SIDE

U-SHAPED BAR
STD. HOOK
(TURN TO FIT)
TYP. WALL
REINF.

LINTEL
REINF.

STD. HOOK
(TURN TO FIT)

LINTEL AND TOP OF WALL

WALL ELEVATION WITH DOUBLE LAYER REINFORCEMENT PLAN - JAMB OR END OF WALL 4'-9 13/16"
3'-1 5/16"
4'-8 5/8"
2'-6"2'-6"
10'-10 1/8"
8'-0 1/2"
2" CLR.

TYP.
1'-6"
TYP.
5"
TYP.
2" CLR.

TYP.
5"
TYP.
2" CLR.

TYP.
1'-6"
TYP.
2"
CLR.
9"
MIN.

ADD #4ADD #4
ADD #4

CONC COLUMN
ADD #4
ADD #4
ADD #4
ADD #4
ADD #4
ADD #
AD
4 D #4

CONC COLUMN

BLOCKOUT

EDGE OF SLAB

EDGE OF SLAB
1 1
TYPICAL SLAB REINF.

CONT. AT SLAB EDGE
S.O.G. CONTROL JOINT OR

CONSTRUCTION JOINT
NOTE:

POUR BLOCKOUT AFTER

COMPLETION OF FLOORS AND

ROOF CONSTRUCTION ABOVE,

INCLUDING INSTALLATION OF
HEAVY LOADING (SOIL, MECH.

EQUIPMENT, ETC.)

COLUMN FOOTING

PER PLAN
S.O.G. CONTROL JOINT OR

CONSTRUCTION JOINT
TYPICAL SLAB REINF.

CONT. AT SLAB EDGE
TERMINATE S.O.G.

REINF. AT BLOCKOUT,
TYP.

SGHCON33B

EDGE CONDITION CORNER CONDITION

ELEVATION

INTERIOR CONDITION
5"
5"

CONC COLUMN

CONC COLUMN
1'-6"
TYP.
3"
FIRST POURSECOND POUR1/2"

SECOND POURFIRST POUR
3"

HORIZONTAL CONSTRUCTION JOINT

VERTICAL CONSTRUCTION JOINT

SECTION
CONSTRUCTION JOINT. ROUGHEN TO
1/4" MIN. AMPLITUDE
FOR HORIZ. & VERT. WALL
REINF. SIZE & PLACEMENT

SEE SPECIFIC WALL DETAILS
PLAN
CONT. 1x2 STRIP

REMOVE BEFORE
2ND POUR

CONSTRUCTION JOINT,
ROUGHEN TO 1/4 " MIN.

AMPLITUDE
PROVIDE CONT. EDGE NOTCH

LAP SPLICE, SEE SCHEDULE
NOTES:

1. PROVIDE CONT. 1x2 ON BOTH FACES WHERE EXPOSED.

2. LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE.

3. SEE ARCHITECTURAL DRAWINGS FOR REVEAL DETAILS & LOCATIONS.

4. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS.

NOTES:

1. PROVIDE CONSTRUCTION JOINTS AT 60'-O" MAXIMUM SPACING.

2. LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE.

3. SEE ARCHITECTURAL DRAWINGS FOR REVEAL DETAILS AND LOCATIONS.

4. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS.

CONC. WALL

WATERSTOP, WHERE OCCURS
1/2"x1/2" REVEAL W/ SEALANT EA. FACE,

WHERE EXPOSED

WATERSTOP, WHERE OCCURS
ADDED REINF. SAME SIZE AS
TYPICAL BARS, EA. SIDE EA. FACE

LAP SPLICE SEE

SCHEDULE
3" 3"

LAP SPLICE

TYPICAL
0"
0"

LAP SPLICE
0"
0"
0"
0"
TYP.

MATCH LARGER

HORIZONTAL BAR

MATCH LARGER

HORIZONTAL BAR
(2) #6 VERT.

HORIZONTAL
BARS
(2) #6 VERT.
(3) #6 VERT.

MATCH LARGER

HORIZONTAL BAR

CORNER INTERSECTION END

DOUBLE CURTAIN
STD. HOOK
PLACE VERT. BAR INSIDE
HORIZ.CORNER BAR
STD. HOOK
UP OR DN.

SIZE & SPACING TO
MATCH HORIZ. BAR

SINGLE CURTAIN
CORNER INTERSECTION END 3/4"
3/4"
1'-6 7/8"
3/4"
3/4"
3/4"
1'-4 3/16"
1'-6"
MIN.
9"
9"
MIN.
6"
MIN
4"
MIN.
2 1
~~
~ ~
~ ~
~ ~
SEE "TYPICAL PIPE SLEEVE"
DETAIL & "TYPICAL ADDITIONAL
REINFORCEMENT @ PIPE
SLEEVE" DETAIL

TRENCH PARALLEL

TO FOOTING

STEM WALL WHERE OCCURS

FOOTING

BOTTOM OF FOOTING PER PLAN

WHERE THIS DIMENSION
EXCEEDS 2'-6", SEE "TYPICAL
STEPPED FOOTINGS" DETAIL

DO NOT PLACE PIPES

THROUGH FOOTINGS

FILL (LEAN CONCRETE FILL
F'c=1500 PSI, MIN.)

BOTTOM OF

BACKFILLED TRENCH

TO BE NO LOWER
THAN THIS LINE.

LOWER BOTTOM OF

FOOTING AS REQUIRED

PIPE SLEEVE PER
"TYPICAL PIPE
SLEEVE" DETAIL
5 1/4" 6 3/4"
9"
1'-6" 1'-0" 2'-3 3/8"
1'-6"
9"
3'-0" TYP.
2'-0" MAX.
3'-0" TYP.
3'-0" TYP.
3'-0" MAX.
3'-0"
ADD #6 BAR T&B TYP.
180° HOOK WHERE
REINF. TERMINATES, TYP.

PROVIDE STD.

CONC. WALL HOOK INTO WALL
NOTE:

WHERE OPENING IS MORE THAN 16" FROM WALL, SEE "TYPICAL
REINFORCING FOR OPENINGS IN CONCRETE SLAB" DETAIL.
1 1/2 " CLEAR
COVER, TYP.
1'-2"
3'-0" 3'-0"
3'-0"
2'-9"
1 1/2"
3'-0" TYP.
2'-0" MAX.
3'-0" TYP.
3'-0" TYP.
3'-0" TYP.
2'-0" MAX.
1 1/2 " CLEAR
COVER, TYP.

ADD BAR, TOP AND BOTTOM,
PER SCHED., TYP.
180° HOOK
WHERE REINF.

TERMINATES, TYP.

ADD BAR SCHEDULE

OPENING SIZE BAR SIZE
NONE
#5
12"<SIZE<=24" #6
6"<SIZE<=12"
<=6"
2'-0"
3'-0"
1'-9"
1 1/2"
3'-0"
3'-0" 3'-0"
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:40 AM As indicated
Checker
11/22/23
238195 Author
S0.22
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

CONCRETE TYPICAL

DETAILS
No. BY DATE REVISIONS
1/8" = 1'-0"
TYPICAL MINIMUM REINFORCING AT CONCRETE WALL OPENINGS 1 1/2" = 1'-0"TYPICAL S.O.G. BLOCKOUT AT CONCRETE COLUMN OR ENCASEMENT 2 1" = 1'-0"
TYPICAL WALL CONSTRUCTION JOINTS 3
3/4" = 1'-0"
WALL AND BEAM STEM REINFORCEMENT DETAILS 4
1/2" = 1'-0"
TYPICAL CONDITIONS FOR PIPES BELOW GRADE 5
1/2" = 1'-0"

TYPICAL REINFORCING FOR OPENINGS NEAR WALL
6 1/2" = 1'-0"
TYPICAL REINFORCING FOR OPENINGS IN CONC. SLAB
7 PROGRESS SET - NOT FORPERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW

A t MIN.
t MIN. t MIN.

B
T/2 MIN.

T/2 MIN.
t MIN.

T/2 MIN.

COLUMN
d7
d1
d2
d5
d6
d3
d4
NOTE 5

1. A AND B = COLUMN DIMENSIONS.

2. d1, d2, d3 ETC. = DIAMETER OF OPENING THRU
SLAB WITHIN 250 ± FROM EACH FACE OF COLUMN.

MAX. d=200.

3. ∑ (d1 + d2 + d3 + . . . + d7 ETC.) SHALL NOT EXCEED
(A+B)/2.

4. T = SLAB THICKNESS (t) + DROP THICKNESS.

5. DROP PANEL WHERE OCCURS.

6. ALL SLEEVES FOR OPENINGS 90 OUTSIDE

DIAMETER OR LARGER SHALL BE OF STANDARD
STEEL PIPE.

7. SUBMIT SHOP DRAWINGS FOR ALL LEVELS

SHOWING DIMENSIONED LOCATION AND SIZES
FOR ALL OPENINGS THRU SLABS.

8. GENERAL CONTRACTOR TO COORDINATE THE
LAYOUTS FOR RESPECTIVE TRADES. OPENINGS

NOT SHOWN ON APPROVED SHOP DRAWINGS
WILL NOT BE PERMITTED.

9. PLACE REINFORCING STEEL TO FIT AROUND
SLEEVES. DO NOT CUT REINFORCING.

GRID
GRID
SGHCON35
4" MIN.
4" MIN.
4" MIN.

GRID
GRID
PROVIDE 2 REINFORCING

BARS T&B BETWEEN

PENETRATIONS

NO PENETRATIONS AT

PERPENDICULAR SIDES

OF COLUMN ALLOWED

1. ALL SLEEVES FOR OPENINGS 90 OUTSIDE

DIAMETER OR LARGER SHALL BE OF
STANDARD STEEL PIPE.

2. SUBMIT SHOP DRAWINGS FOR ALL LEVELS

SHOWING DIMENSIONED LOCATION AND
SIZES FOR ALL OPENINGS THRU SLABS.

3. GENERAL CONTRACTOR TO COORDINATE
THE LAYOUTS FOR RESPECTIVE TRADES.

OPENINGS NOT SHOWN ON APPROVED
SHOP DRAWINGS WILL NOT BE PERMITTED.

4. PLACE REINFORCING STEEL TO FIT AROUND
SLEEVES. DO NOT CUT REINFORCING.

DROP PANEL
COLUMN
6" DIA. MAX

PENETRATION
SGHCON36
d
2" CLR.

ALL AROUND
TYP. HORIZ. REINFORCING
NOTES:

1. Sleeves shall occur only within the middle third of the height of any element.

2. Spacing between sleeves shall be no less than 3 times the larger sleeve diameter.

ADD (2) #4x4'-0"
VERT. EA. FACE ADD (2) #6x4'-0"
HORIZ. @ ℄

PIPE SLEEVE PER
"TYPICAL PIPE
SLEEVE" DETAIL 2"
d
2" CLR. TYP.

AISC STD. PIPE SLEEVE,

SAME LENGTH AS WALL

OR GRADE BEAM
THICKNESS WITH (4)
1/2 "Øx6" WHS TO SLEEVE

ADJUST BAR

LOCATIONS BY

MINIMUM AMOUNT

REQ'D TO PROVIDE

CLEARANCE
"d" = O.D. OF PIPE +
MIN. 1" CLR. ALL
AROUND

CUT & WELD AS

REQ'D TO INSTALL

AROUND (E) PIPING
NOTE:

ALL PIPE SLEEVE LOCATIONS & SPACING TO BE SUBMITTED TO
ENGINEER FOR REVIEW & APPROVAL PRIOR TO INSTALLATION.
"A" = 1/2 SLEEVE

WALL THICKNESS
2 1/8"
"A"

NO LIMITATION ON

HOW CLOSE OPENINGS

ARE TO WALL
MIN. SPACING EQUAL

TO DIAMETER OF

LARGEST ADJACENT

OPENING
SGHCON34

SAWCUT OPENING
DRILL 4"Ø HOLE AT

CORNERS, THEN CHIP

OUT CONCRETE AT

CORNER IF REQUIRED
(E) CONCRETE

TYPICAL CORNER

1. DRILL 4"Ø HOLE TANGENT TO LINES OF FINISHED OPENING AT EACH CORNER.

2. SAWCUT TO LINES REQUIRED. DO NOT OVER-RUN AT CORNERS.

3. CHIP REMAINING CORNER CONCRETE WITH GREAT CARE AND SMALL TOOLS.

4. AT OPENINGS NOT EXPOSED TO PUBLIC VIEW, THE ENDS OF ALL EXISTING CUT REINFORCING SHALL BE COATED WITH A HEAVY COAT OF ASPHALTIC PAINT.

5. AT OPENINGS EXPOSED TO PUBLIC VIEW, THE ENDS OF ALL EXISTING CUT REINFORCING SHALL BE BURNED OFF 1" BACK FROM FACE OF CONCRETE. PATCH HOLES AS FOR FORM TIES.
1'-0" 1'-0" MIN.

H

CONDUIT
DIAMETER MIN.

LOCATE CONDUIT

IN MIDDLE THIRD

OF SLAB DEPTH

SINGLE CONDUIT CONDUIT GROUP
(3) CONDUIT
MAX. IN EACH
GROUP
WHERE (3) OR MORE

SINGLE CONDUIT
OCCUR, PROVIDE REINF.

FOR CONDUIT GROUP
NOTES:

1. SHALL SUBMIT SHOP DRAWINGS INDICATING PLACEMENT OF CONDUIT IN SLAB.

2. SEE DIAGRAM ABOVE FOR CONDUIT PLACEMENT RESTRICTIONS. PROVIDE REINFORCING AS REQUIRED IN DIAGRAM. CONDUIT PLACEMENT NOT

MEETING CRITERIA SHOWN IN DIAGRAM SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN.

3. DO NOT PLACE CONDUIT THROUGH COLUMNS, WITHIN SLAB+DROP PANEL

DEPTH FROM COLUMN FACE, OR THROUGH AREAS REINFORCED WITH STUD RAILS.

4. CROSSING CONDUITS SHALL NOT EXCEED TOTAL A TOTAL HEIGHT OF H/3 AT CROSSING POINTS.

5. MAINTAIN CONDUIT AT LEAST 2'-0" AWAY FROM POST-TENSIONED TENDON ANCHORAGES.

6. MAINTAIN A MINIMUM HORIZONTAL CLEARANCE FROM PARALLEL PT TENDONS OF 1'-0" AND MINIMUM VERTICAL CLEARANCE OF ONE INCH FROM PT TENDONS BEING CROSSED.

7. DO NOT TIE CONDUIT TO REINFORCING BARS. PROVIDE MINIMUM SPACE

EQUAL TO THE BAR DIAMETER, BUT NOT LESS THAN ONE INCH CLEAR BETWEEN CONDUITS AND REINFORCEMENT.
#4 @ 12" O.C. TOP &
BOT.

H/6 Ø HOLES (MAX.)
1'-0"
2 3/16" 1'-0" 1'-0"
4"
3"
CLR.

TYP.
"S"
1'-6"
MAX.
3"
CLR.

TYP.

LAP
SPLICE TYP.

Ld
TYP.
"T"=FTG.

THICKNESS
"T" MIN.
"S"
1'-6"
MAX.
2 x "S" MIN.

BETWEEN
STEPS

PLAN VIEW
$$
WALL REINF. NOT

SHOWN, SEE OTHER

DETAILS
MATCH
TYP. FTG.

REINF.

TYP. FTG.

REINF., SEE

DETAILS
(2) #5 MIN.

CLOSED
STIRRUPS @ 4"
O.C.

NOTE:

FOOTINGS SLOPED LESS
THAN 1:10 DO NOT
REQUIRE STEP.
$$
$$
1'-0 11/16"
8" 1'-5 7/8"
1'-0" 1'-0" 8"
1 3/4"
1 1/2" 0"
7 5/8"
D1 D2
D1 MIN.

CLR.

CORED
HOLE, TYP.
(E) CONCRETE
NOTES:

1. CORED HOLES WITH A MAXIMUM DIAMETER OF 9 INCHES ARE PERMITTED, AS LIMITED BY THIS DETAIL, WITHOUT FURTHER APPROVAL. FOR LARGER CORED HOLES, CONTACT ARCHITECT/ENGINEER PRIOR TO PROCEEDING.

2. MARK THE LOCATION OF ALL REINFORCING IN THE EXISTING CONCRETE WITHIN 12" OF THE PROPOSED LOCATIONS OF ALL CORES THROUGH EXISTING CONCRETE. NOTIFY

THE ARCHITECT/ENGINEER OF ANY CONFLICTS DISCOVERED BETWEEN THE

PROPOSED CORE LOCATIONS AND THE EXISTING REINFORCING PRIOR TO ANY HOLE

CORING, SO AS TO AVOID DISTURBING, CUTTING, OR OTHERWISE HARMING THE EXISTING REINFORCING WITHOUT PRIOR REVIEW AND APPROVAL.

3. WHERE CORING OR CUTTING THROUGH REINFORCING BARS IS APPROVED, APPLY SIKA ARMATEC 110 EPOCEM TO EXPOSED CUT ENDS OF BARS.
(E) REINF.
8" 6 3/8"
8 13/16"
JOB No.

SHEET
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
P: (714) 481-7300 | www.pacewater.com

JOB TITLE PREPARED BY
EXP.

DRAWN

DESIGNEDCHECKED
R.C.E. No.

PROJECT ENGINEER

SCALEDATE
1"
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

Advanced Water Engineering
C:\Users\mtwhite\Desktop\Revit Local Files\2023\238195.00 - Hanford Treatment Plant\238195.00_R23_Hanford Treatment Plant_mwhite.rvt12/8/2023 12:07:41 AM As indicated
Checker
11/22/23
238195 Author
S0.23
Approver

HANFORD
WWTP

UPGRADES

HANFORD CA

CONCRETE TYPICAL

DETAILS
No. BY DATE REVISIONS
3/8" = 1'-0"
SLAB PENETRATIONS AT COLUMN 1 3/8" = 1'-0"SLAB PENETRATIONS AT COLUMN 2 1" = 1'-0"

TYPICAL ADDITIONAL
REINFORCING AT PIPE SLEEVE 3 1 1/2" = 1'-0"TYPICAL PIPE SLEEVE 4 1/2" = 1'-0"

GUIDELINES FOR SLAB

PENETRATIONS NEAR SHEAR WALLS
5 1" = 1'-0"

SAWCUTTING OF EXISTING CONCRETE
6 1" = 1'-0"

CONDUIT PLACEMENT
CRITERIA IN CONCRETE SLAB 7 3/4" = 1'-0"TYPICAL STEPPED FOOTING 8 1" = 1'-0"

CORED HOLES IN EXISTING CONCRETE
9 PROGRESS SET - NOT FOR
PERMIT OR CONSTRUCTION 41% DESIGN - ISSUED FOR REVIEW