Attachment 5 - Proposed WR Forde Contract for Pavement Project.pdf — Richmond City Council, October 6, 2026 (part 2 of 2)

MARINA

WAY S MACDONALD AVE

RICHMOND

PKWY HALL AVE FORD CHANNEL
CANAL BLVD CUTTING BLVD W. OHIO AVE. I-580

HARBOUR WAY

CASTRO ST
CLIFF

DORNAN DR

WHARFST
SEADR.

SANTA FE CHANNEL

HARBOR CHANNEL

BNSF RR
BNSF RR VICINITY MAP NTS HARBOR CHANNEL WASTEWATER TREATMENT PLANT PROJECT LOCATION PORT OF RICHMOND POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE T-1 TITLE SHEET G-1 SITE IMPROVEMENT G-2 RIGGERS LOFT IMPROVEMENTS G-3 OSPREY NEST INSTALLATION G-4 FENDER REPAIRS D-1 DEMOLITION C-1 PAVEMENT REPAIRS C-2 PAVEMENT REPAIRS C-3 PAVEMENT REPAIRS C-4 PAVEMENT REPAIRS C-5 DELINEATION PLAN C-6 DELINEATION PLAN C-7 DELINEATION PLAN C-8 DELINEATION PLAN U-1 UTILITY PLAN U-2 UTILITY PLAN M-1 ELECTRIC AND WATER METERING M-2 ELECTRIC METERING DETAILS M-3 ELECTRIC METERING DETAIL M-4 WATER METERING DETAILS SL-1 LIGHTING PLAN CONSTRUCTION NOTES 1. LAYOUT OF PAVEMENT REPAIRS TO BE COMPLETED WITH ENGINEER. 2. ENTRY INTO FACILITY TO BE COORDINATED WITH ENGINEER AND AWC TERMINAL MANAGER JEREMY MAXWELL AT 615.858.3344. 3. NO EXCAVATION ALLOWED WITHIN OU-1 CAP AREA. SEE PLANS FOR LOCATIONS. 4. CONTRACTOR TO REPLACE ALL STRIPING TO MATCH EXISTING CONDITION UNLESS OTHERWISE NOTED. 5. WORK ON DOCK MUST BE SUPERVISED BY APPROVED PERSONNEL. 6. CONTRACTOR TO PROVIDE PRIVATE UTILITY LOCATING SERVICE TO IDENTIFY UTILITIES WITHIN WORK AREA. KEY MAP NTS BIDDING DOCUMENTS SHEET INDEX Graphic Scale (in feet)
0 1 inch = 100 ft. 100 100 200
STOP
STOP
STOP

STOP STOP

STOP AHEAD
STOP
SLOW
SLOW
STOP
AHEAD

STOP AHEAD
SLOW
STOP MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 MPH SLOW 15 MPH SLOW 15 MPH SLOW 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW SLOW
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15 MPH MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH
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MPH
15 SLOW
MPH 15 SLOW
MPH 15
MPH 15 SLOW
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15 SLOW
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15 MPH
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15 MPH MPH 15 SLOW
MPH 15 SLOW
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15 MPH
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15 MPH MPH 15 SLOW MPH 15 SLOW
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15 SLOW
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SLOW
15 MPH
15 SLOW
MPH 15 SLOW
MPH
15 SLOW
MPH
15 SLOW BASIN 1 BASIN 2 BASIN 3 BASIN 4 BASIN 5 WV WV AWC FACILITY

CANAL BLVD

CANAL BLVD
CANAL BLVD CANAL BLVD RIGGERS LOFT GENERAL WAREHOUSE PROCESSING BUILDING RAIL RAIL LOADING BERTH 7 BERTH 8 BERTH 5
BERTH 6
1G-2 SEE
1G-3 SEE
FINGER PIER 1
FINGER PIER 2 TRUCK LOADING CANAL BOULEVARD

CANAL BOULEVARD

CANAL BOULEVARD
1G-4 SEE
2G-3 SEE
8/10/2026 10:54 AM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

AG
Date Rev
RCS
AG Sheet No. Scale: Date: 08.05.2026 Permit. No. Proj. No. 2300125 Prepared Under the Direction of:
415.883.9850
Engineering Land Surveying Landscape Architecture
CSWST2.com
78 Railroad Avenue
Richmond, CA 94801
PORT OF RICHMOND G-1

SITE IMPROVEMENTS

Page 02 of 211 ends

PROVIDE OUTDOOR TABLE WITH

FOUR CHAIRS AND UMBRELLA

ALL MATERIALS MUST BE STAINLESS STEEL BOLT TABLE TO GROUND PROVIDE CABLES FOR CHAIRS RIGGERS LOFT INSTALL SAFETY CAGE SEE INSTALL SAFETY CAGE SEE 2G-2 3G-2 A REPLACE ROLLUP DOOR SEE 4G-2 INSTALL INTERPRETIVE SIGN - BOLT TO ASPHALT SEE 5G-2 25'-0"
14'-0"
6" 11'-0" T.O. PARAPET BOT. OF TRUSSES MEZZANINE LEVEL MAIN LEVEL E D C B A 9'-4" +/- 7'-8" +/- 7'-8" +/- LADDER BRACKET, TYP. REMOVE AND REPLACE THE LADDER WITH AN OSHA COMPLIANT LADDER AND CAGE ON SHEET METAL WALL WITH WOOD FRAMING SEE NOTES. CONC. FACADE SHEET METAL FACADE 25'-0"
14'-0"
6" 11'-0" T.O. PARAPET BOT. OF TRUSSES MEZZANINE LEVEL MAIN LEVEL A B C D E 9'-4" +/- 7'-8" +/- 7'-8" +/- LADDER BRACKET, TYP. REMOVE AND REPLACE THE LADDER WITH AN OSHA COMPLIANT LADDER AND CAGE ON CONCRETE WALL SEE NOTES. NOTES 1. EXISTING FIXED LADDER IS APPROXIMATELY 16 FEET IN LENGTH AND IS ACCESSED BY A PORTABLE EXTENSION LADDER. REMOVE EXISTING LADDER. 2. PROVIDE AND INSTALL FULL HEIGHT LADDER AND SAFETY CAGE. THE UNIT SHALL BE CONSTRUCTED OF ALUMINUM OR FIBER GLASS. 3. UNIT SHALL HAVE A SECURITY GATE AT ITS BASE. 4. LOCATE BOTTOM OF CAGE 7'-0" MINIMUM AND 8'-0" MAXIMUM ABOVE THE LOWEST FIXED-LADDER RUNG. 5. PROVIDE FLARED ENTRY AND VERIFY THAT THE PORTABLE-TO-FIXED-LADDER TRANSITION PROVIDES UNOBSTRUCTED THREE-POINT CONTACT. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. REPLACE 9'-11" x 8'-9" ROLLING STEEL DOOR WITH CHAIN HOST INCLUDE ALL HARDWARE COMPONENTS STEEL TO BE 24 GAUGE GALVANIZED PAINTED TO MATCH EXISTING BUILDING DOORS 8/10/2026 10:54 AM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

RIGGERS LOFT IMPROVEMENTS

Page 03 of 21 ends

SEE DETAIL 4 60' CLASS 3 WOOD POLE
50' 10'
MIN
ABOUT 14" DIAMETER POLE AT GROUND SURFACE REPLACE DAMAGED ASPHALT

WITH CONCRETE OR ASPHALT
AROUND PERIMETER OF POLE MINIMIZE VOID SPACE FILL WITH SLURRY IF NECESSARY - VERIFY SOIL CONDITIONS WITH ENGINEER DURING DRILLING, MAY NEED TO EMBED POLE DEEPER NENA DESIGN HOLLONEST OSPREY NEST (4) 12" GRADE 8 STAINLESS STEEL BOLTS,

NUTS, AND
WASHERS (2) ZENA DESIGN STAINLESS STEEL BRACKETS WOOD POLE PORT WILL PROVIDE NEST AND MOUNTING HARDWARE CONTRACTOR TO INSTALL STOP STOP STOP STOP STOP AHEADSTOP SLOW SLOW STOP AHEAD STOP AHEAD SLOW STOP MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW SLOW
MPH
15 SLOW MPH 15 SLOW MPH 15 SLOW CANAL BLVD INSTALL OSPREY POLE FINGER PIER 1 FINGER PIER 2 3G-3 3G-3 INSTALL OSPREY POLE MPH 15 SLOW 3G-3 INSTALL OSPREY POLE 8/10/2026 10:54 AM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

OSPREY NEST INSTALLATION

Page 04 of 21 ends

Graphic Scale (in feet) 0 1 inch = 60 ft. 60 60 120 MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH
15 SLOW
SLOW
15 MPH NB1 BO 131 128 124 120 116 112 108 104 100 96 92 88 84 80 76 72 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 6 4 2 NF21 NB12 NF20 NF19 NF18 NF17 NF16 NF15 NF14 NF13 NB9 NF12 NB8 NF11 NB6 NF10 NF9B-7 NF8 NF7 NF6 NF5 NF4B-3 NF3 NF2 NF1 NB13 NB11 NB10 NB7 NB5 NB4 NB3 NB2 VEHICLE LOAD AREA FACE OF BERTH BOLLARD FENDER SEE DETAIL BELOW BENT LINE DECK +14+/- DECK +14+/- DECK +14+/- FACE OF BERTH BOLLARD FENDER SEE DETAIL NOTES 1. CONTRACTOR TO REPLACE 7 LARGE AND 4 SMALL FENDERS AS SHOWN IN DETAIL 2 BELOW. PORT WILL SUPPLY FENDERS. 2. CONTRACTOR TO SUPPLY AND WELD 34" 316 STAINLESS STEEL STUD TO COMMON STEEL. 3. CONTRACTOR TO SUPPLY STAINLESS STEEL NUTS AND WASHERS 1G-4 2G-4 8/10/2026 10:54 AM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

FENDER REPAIR

Page 05 of 21 ends

STOP MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 MPH SLOW 15 MPH SLOW 15 MPH SLOW 15 SLOW 15 SLOW 15 SLOW SLOW MPH 15 SLOW MPH 15 SLOW SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH
15 SLOW
SLOW
15 MPH
MPH
15 SLOW
MPH 15
MPH
MPH
15 SLOW
SLOW
15 MPH
15 SLOW
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15 MPH MPH 15 SLOW
MPH 15 SLOW
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MPH 15 SLOW
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15 MPH MPH 15 SLOW MPH 15 SLOW
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15 SLOW
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SLOW
15 MPH
MPH
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SLOW
15 MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW D-L D-K D-J D-I D-H D-G D-F D-E D-D D-C D-B D-A D-N

F-A F-B F-C D-K D-J D-I D-H D-G D-F D-E D-D D-C D-B D-A D-L D-W D-V D-U D-T D-S D-R D-Q D-P D-M D-O E-K E-J E-I E-H E-G E-F E-E E-D E-C E-B E-A F-B
F-C

A-B A-B

A-B A-B A-B A-B A-B A-B
A-C

A-C A-C A-C A-C A-C A-C

A-C A-A A-A A-A A-A
A-A

A-A R-A R-A R-A R-A R-A R-A
R-A

R-A R-A R-A
R-A

R-A R-B R-B R-B R-B R-B R-B
R-B

R-B R-B R-B
R-B

R-B R-C R-C R-C R-C
R-C

R-C R-C R-C
R-C

R-C R-D R-D R-D R-D
R-D

R-D R-D

R-D R-E R-E R-E R-E
R-E

R-E R-F R-F R-F R-F
R-F

R-F R-C R-C R-D

R-D D-M D-P D-O D-N D-Q D-R D-S D-T D-U D-V D-W
R-G
R-G
R-G
R-B
R-G

R-H R-H
R-H
R-H

R-H B-A B-A B-D B-D B-C B-C B-C B-C B-D B-D B-H B-H B-GB-G B-H B-H D-A
D-A
D-A

D-A D-B E-B
D-B
D-B
D-B

D-B D-C E-C
D-C
D-C
D-C

D-C D-D E-D
D-D
D-D
D-D

D-D D-E E-E
D-E
D-E
D-E

D-E D-F E-F
D-F
D-F
D-F

D-F D-G E-G
D-G
D-G
D-G

D-G D-H E-H
D-H
D-H
D-H

D-H D-I E-I
D-I
D-I
D-I

D-I E-I D-J E-J
D-J
D-J
D-J
D-J
E-J

E-J D-K E-K
D-K
D-K
D-K
D-K
E-K

E-K D-L
D-L
D-L
D-L

D-L D-M
D-M
D-M
D-M
D-M
D-N
D-N
D-N
D-N
D-O
D-O
D-O
D-O
D-P
D-P
D-P

D-P D-A
D-Q
D-Q
D-R
D-R
D-S
D-SD-T
D-TD-U
D-U
D-V
D-VD-W
D-W
D-Q
D-Q
B-H
B-H
B-D
B-D
B-C
B-C

B-B F-AF-A F-BF-CF-CF-DF-B F-AF-A F-BF-CF-CF-DF-B F-AF-A F-BF-CF-CF-DF-B F-A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 37 38 39 40 41 42 43 44 45 46 47 48 49
37 38 39 40 41 42 43 44 45 46 47 48 49
37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
23 24 25 26 27 28 29 30 31 32 33 34 35 36
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 31 32 33 34 35 36 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16 17
18 19 20
21 22 23 24 25 26 27 28 29
31 32 33 34 35 36 37
38 39
40 41
42 43
37 38 39 41 42 43 40
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 15 16
1 2 3 4 5
1 2
3 4 5 6 7 8 9 10 11 12 13 14
1 2 3 4 5 6 7
8 9 10 11 12 13 14
9 10 11 12 13 14
13 14
15 16
6 7
8 9 SECURITY AND OPERATION CENTER (APPROX. 5,200± SF) BASIN 1 BASIN 2 BASIN 3 BASIN 4 BASIN 5 WV WV

CANAL BOULEVARD AWC FACILITY

CANAL BLVD

CANAL BLVD CANAL BLVD
1D-1 REMOVE FENCE,

POSTS, AND CONCRETE SLAB REMOVE FORKLIFT
1D-1 REMOVE FORKLIFT AND BOILER
1D-1 LIGHT POSTS REMOVE "RB CELLARS" SIGN ON FENCE REMOVE "WINE TASTING" SIGN FROM WAYFINDING SIGN AND POST AT ENTRY TO PROPERTY REMOVE "WINE TASTING" SIGN FROM WAYFINDING SIGN AND POST REMOVE EXISTING STRIPING AND PREPARE ARE A FOR SLURRY SEAL REMOVE EXISTING STRIPING AND PREPARE ARE A FOR SLURRY SEAL Graphic Scale (in feet) 0 1 inch = 100 ft. 100 100 200 NOTES 1. FORKLIFTS CONTAIN DIESEL FUEL, OIL, AND OTHER CONTAMINANTS. 2. CONTRACTOR TO TEST BOILER FOR HAZARDOUS MATERIAL. ASSUME NO HAZARDOUS MATERIAL FOR BIDDING. 8/10/2026 9:08 AM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

DEMOLITION

Page 06 of 211 ends

1 EQUIPMENT REMOVAL REMOVE FORKLIFT REMOVE FORKLIFT REMOVE BOILER REMOVE LIGHTS AND CONCRETE BLOCKS DEMOLITION 1"=100' MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW SLOW
15 MPH
SLOW
15 MPH
MPH
15 SLOW
SLOW
15 MPH MPH 15 SLOW MPH 15 SLOW
MPH
15 SLOW
SLOW
15 MPH
MPH
15 SLOW
SLOW
15 MPH
A-C39 <- 1
A-B39 <- 1 A-A
1 -> 35 B-A1 -> 46 B-C
1 -> 16 B-H
1 -> 14 B-D
1 -> 9 B-G
8 -> 14 R-A
1 -> 53R-B
1 -> 53 R-C
15 -> 53 R-D
21 -> 53 CARWASH QUEUE PROCESSING QUEUE POST SHOP BODY QUEUE BASIN 1 BASIN 2 BASIN 3 BASIN 4 BASIN 5 GENERAL WAREHOUSE PROCESSING BUILDING RAIL BERTH 8 BERTH 5
BERTH 6 TRUCK LOADING SUBARU RIGGERS LOFT
1C-1 LEGENDWEED ABUTMENT/SEAL CRACK SEE MILL 2" ASPHALT AND REPLACE WITH NEW 2" ASPHALT LIFT - APPROXIMATE SIZE SHOWN AxB 1C-2 CONSTRUCTION NOTES. 1. PAVEMENT REPAIR LIMITS TO BE MARKED WITH ENGINEER IN FIELD. 2. SLURRY LIMITS SHOWN ARE APPROXIMATE. ADJUST IN FIELD AS DIRECTED BY ENGINEER. 3. KEEP SLURRY OFF FENCES, BOLLARDS, AND PAINTED BERMS. 4. CONTRACTOR TO CLOSE NO MORE THAN 25% OF THE PARKING AREA IN ONE STAGE. ALL WORK TO BE COORDINATED WITHTENANT AND PORT. 5. WORK ON DOCK REQUIRES SUPERVISION BY AWC. 6. CRACK REPAIR IS TYPICALLY AT THE EDGE OF THE FACILITY

BETWEEN THE PAVEMENT AND THE SHOTCRETE CONCRETE
PAVING - SEE DETAIL 1 ON SHEET C-2. THIS IS WITHIN THE OU-1 CAP AREA - NO DIGGING WITHIN THIS AREA WITHOUT APRPOVAL. 8/10/2026 2:46 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

PAVEMENT REPAIRS

Page 07 of 211 ends

0 80 160 1 IN = 80 FT PAVING PLAN SCALE: HOR. 1"=80' MATCHLINE SEE SHEET C-2 MATCHLINE SEE SHEET C-4 SCALE: NTS
1 REFLEXTIVE CRACK
STOP
STOP
STOP
STOP

STOP STOP AHEAD
STOP
SLOW
SLOW
STOP
AHEAD
STOP
AHEAD
SLOW
STOP MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 MPH SLOW 15 MPH SLOW 15 MPH SLOW 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH
15 SLOW
SLOW
15 MPH
MPH
15 SLOW
MPH 15 SLOW
MPH
MPH
15 SLOW
SLOW
15 MPH 15 SLOW
MPH 15 SLOW
MPH 15 SLOW E-H E-G E-F E-E E-D E-C E-B
3 -> 32 E-I3 -> 29 E-K E-J
3 -> 17
3 -> 24
3 -> 33
3 -> 34
3 -> 35
3 -> 37
3 -> 40
3 -> 44 D-H D-G D-F D-E D-D D-C D-B
3 -> 37 D-I3 -> 37 D-R D-Q D-P D-O D-N D-M D-L D-K D-J
3 -> 33
3 -> 35
3 -> 36
6 -> 36
7 -> 36
7 -> 37
4 -> 37
3 -> 37
3 -> 37
3 -> 37
3 -> 37
3 -> 37
3 -> 37
3 -> 37
3 -> 37 D-W D-V D-U D-T D-S
3 -> 15
3 -> 20
3 -> 24
3 -> 28
3 -> 31 AWC FACILITY

CANAL BLVD CANAL BLVD

CANAL BOULEVARD
1C-2
1C-2 LEGENDWEED ABUTMENT/SEAL CRACK SEE MILL 2" ASPHALT AND REPLACE WITH NEW 2" ASPHALT LIFT - APPROXIMATE SIZE SHOWN AxB 1C-2 CONSTRUCTION NOTES. 1. PAVEMENT REPAIR LIMITS TO BE MARKED WITH ENGINEER IN FIELD. 2. SLURRY LIMITS SHOWN ARE APPROXIMATE. ADJUST IN FIELD AS DIRECTED BY ENGINEER. 3. KEEP SLURRY OFF FENCES, BOLLARDS, AND PAINTED BERMS. 4. CONTRACTOR TO CLOSE NO MORE THAN 25% OF THE PARKING AREA IN ONE STAGE. ALL WORK TO BE COORDINATED WITHTENANT AND PORT. 5. WORK ON DOCK REQUIRES SUPERVISION BY AWC. 6. CRACK REPAIR IS TYPICALLY AT THE EDGE OF THE FACILITY

BETWEEN THE PAVEMENT AND THE SHOTCRETE CONCRETE
PAVING - SEE DETAIL 1 ON SHEET C-2. THIS IS WITHIN THE OU-1 CAP AREA - NO DIGGING WITHIN THIS AREA WITHOUT APRPOVAL. ASPHALT OVER AGGREGATE BASE SHOTCRETE FILL CLEAN EXISTING CRACK OF DEBRIS, SOIL, AND VEGETATION FILL PER SPECIFICATION (12" DEEP MAX) 8/10/2026 2:46 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

PAVEMENT REPAIRS

Page 08 of 211 ends

0 80 160 1 IN = 80 FT PAVING PLAN SCALE: HOR. 1"=80' MATCHLINE SEE SHEET C-1 MATCHLINE SEE SHEET C-3 SCALE: NTS
1 CRACK SEAL
MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH SLOW
15 MPH SLOW
15 MPH
MPH 15 SLOW
15 MPH
SLOW
MPH 15 SLOW
MPH 15 SLOW
MPH
15 SLOW
SLOW
15 MPH
MPH 15 SLOW
MPH 15 SLOW
MPH
15 SLOW
MPH
15 SLOW E-A
3 -> 51 D-A
3 -> 37
F-A F-B F-C F-D F-E F-F F-G F-H3 -> 90F-I3 -> 87
F-J F-K F-L F-M F-N F-O F-P 3 -> 92 3 -> 86 3 -> 79 3 -> 76 3 -> 82 3 -> 89 3 -> 84 3 -> 78 10 -> 36 3 -> 92 3 -> 74 4 -> 68 6 -> 62 3 -> 71 AWC FACILITY

CANAL BLVD

BETWEEN THE PAVEMENT AND THE SHOTCRETE CONCRETE
PAVING - SEE DETAIL 1 ON SHEET C-2. THIS IS WITHIN THE OU-1 CAP AREA - NO DIGGING WITHIN THIS AREA WITHOUT APRPOVAL. 8/10/2026 2:46 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

PAVEMENT REPAIRS

Page 09 of 211 ends

0 80 160 1 IN = 80 FT PAVING PLAN SCALE: HOR. 1"=80'
MATCHLINE SEE SHEET C-2 MATCHLINE SEE SHEET C-4
MPH
15 SLOW
MPH
SLOW
15 MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW R-E
37 -> 49 R-F
37 -> 53
R-G
1 -> 21
R-H
1 -> 43
CANAL BLVD RAIL LOADING CANAL BOULEVARD LEGENDWEED ABUTMENT/SEAL CRACK SEE MILL 2" ASPHALT AND REPLACE WITH NEW 2" ASPHALT LIFT - APPROXIMATE SIZE SHOWN AxB 1C-2 CONSTRUCTION NOTES. 1. PAVEMENT REPAIR LIMITS TO BE MARKED WITH ENGINEER IN FIELD. 2. SLURRY LIMITS SHOWN ARE APPROXIMATE. ADJUST IN FIELD AS DIRECTED BY ENGINEER. 3. KEEP SLURRY OFF FENCES, BOLLARDS, AND PAINTED BERMS. 4. CONTRACTOR TO CLOSE NO MORE THAN 25% OF THE PARKING AREA IN ONE STAGE. ALL WORK TO BE COORDINATED WITH
TENANT AND PORT. 5. WORK ON DOCK REQUIRES SUPERVISION BY AWC. 6. CRACK REPAIR IS TYPICALLY AT THE EDGE OF THE FACILITY

BETWEEN THE PAVEMENT AND THE SHOTCRETE CONCRETE
PAVING - SEE DETAIL 1 ON SHEET C-2. THIS IS WITHIN THE OU-1 CAP AREA - NO DIGGING WITHIN THIS AREA WITHOUT APRPOVAL. 8/10/2026 2:46 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

PAVEMENT REPAIRS

Page 10 of 211 ends

0 80 160 1 IN = 80 FT PAVING PLAN SCALE: HOR. 1"=80' MATCHLINE SEE SHEET C-3 MATCHLINE SEE SHEET C-2
MPH
15 SLOW
MPH
SLOW
15 MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW RE-STRIPE TERMINAL AREA TO MATCH EXISTING CONDITIONS RAIL RAIL LOADING CANAL BOULEVARD DETAIL 22 DETAIL 27B DETAIL 24 DETAIL 27B DETAIL 29 REPLACE (3) "NO PARKING" SIGN BLUE MARKER AT HYDRANT NOTES 1. DELINEATION WITHIN TERMINAL TO BE PAINT. DELINEATION OUTSIDE OF TERMINAL TO BE THERMOPLASTIC. 2. DELINEATION AND MARKINGS TO MATCH EXISTING. 3. CAT TRACK ALL STRIPING AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO FINAL STRIPING. 4. ENGINEER CAN PROVIDE ELECTRONIC FILE OF STRIPING. 8/10/2026 2:40 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

DELINEATION PLAN

Page 14 of 211 ends

0 80 160 1 IN = 80 FT MATCHLINE SEE SHEET C-7
MATCHLINE SEE SHEET C-5 DELINEATION PLAN SCALE: HOR. 1"=80' MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH
SLOW
15 MPH SLOW
15 MPH SLOW
15 MPH
MPH 15 SLOW
15 MPH
SLOW
MPH 15 SLOW
MPH 15 SLOW
MPH
15 SLOW
SLOW
15 MPH
MPH 15 SLOW
MPH 15 SLOW
MPH
15 SLOW
MPH
15 SLOW RE-STRIPE TERMINAL AREA TO MATCH EXISTING CONDITIONS CANAL BOULEVARD DETAIL 22 DETAIL 27B NOTES 1. DELINEATION WITHIN TERMINAL TO BE PAINT. DELINEATION OUTSIDE OF TERMINAL TO BE THERMOPLASTIC. 2. DELINEATION AND MARKINGS TO MATCH EXISTING. 3. CAT TRACK ALL STRIPING AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO FINAL STRIPING. 4. ENGINEER CAN PROVIDE ELECTRONIC FILE OF STRIPING. 8/10/2026 2:40 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

DELINEATION PLAN

Page 13 of 211 ends

0 80 160 1 IN = 80 FT
MATCHLINE SEE SHEET C-6 MATCHLINE SEE SHEET C-8 DELINEATION PLAN SCALE: HOR. 1"=80' STOP
STOP
STOP STOP STOP STOP AHEADSTOP SLOW SLOW STOP AHEAD STOP AHEAD SLOW STOP MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 MPH SLOW 15 MPH SLOW 15 MPH SLOW 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH
15 SLOW
SLOW
15 MPH MPH 15 SLOW
MPH 15 SLOW
MPH
MPH
15 SLOW
SLOW
15 MPH 15 SLOW MPH 15 SLOW
MPH 15 SLOW RE-STRIPE TERMINAL AREA TO MATCH EXISTING CONDITIONS CANAL BOULEVARD DETAIL 22 DETAIL 27B DETAIL 22 DETAIL 27B SPEED HUMP MARKINGS TYP STOP MARKINGS TYP CROSSWALK MARKINGS TYP BEGIN PAINT CURB WHITE END PAINT CURB WHITE PAINT CURB WHITE DETAIL 22 DETAIL 27B WITH MARKER AT 5' O-C 10' INSTALL (6) WHITE DELINEATORS ON CURB AT 15' O-C INSTALL (8) WHITE DELINEATORS ON CURB AT 15' O-C BEGIN DETAIL 27B WITH MARKER AT 5' O-C END DETAIL 27B WITH MARKER AT 5' O-C NOTES 1. DELINEATION WITHIN TERMINAL TO BE PAINT. DELINEATION OUTSIDE OF TERMINAL TO BE THERMOPLASTIC. 2. DELINEATION AND MARKINGS TO MATCH EXISTING. 3. CAT TRACK ALL STRIPING AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO FINAL STRIPING. 4. ENGINEER CAN PROVIDE ELECTRONIC FILE OF STRIPING. 8/10/2026 2:40 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

DELINEATION PLAN

Page 12 of 211 ends

MATCHLINE SEE SHEET C-7 DELINEATION PLAN SCALE: HOR. 1"=80' MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW MPH 15 SLOW SLOW
15 MPH
SLOW
15 MPH
MPH
15 SLOW
SLOW
15 MPH MPH 15 SLOW MPH 15 SLOW
MPH
15 SLOW
SLOW
15 MPH
MPH
15 SLOW
SLOW
15 MPH RE-STRIPE TERMINAL AREA TO MATCH EXISTING CONDITIONS GENERAL WAREHOUSE PROCESSING BUILDING RAIL BERTH 8 BERTH 5
BERTH 6 TRUCK LOADING ADA STALLS TYP STANDARD STALL TYP NO STRIPING NO STRIPING DETAIL 22 DETAIL 27B BLUE MARKER AT HYDRANT NOTES 1. DELINEATION WITHIN TERMINAL TO BE PAINT. DELINEATION OUTSIDE OF TERMINAL TO BE THERMOPLASTIC. 2. DELINEATION AND MARKINGS TO MATCH EXISTING. 3. CAT TRACK ALL STRIPING AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO FINAL STRIPING. 4. ENGINEER CAN PROVIDE ELECTRONIC FILE OF STRIPING. 8/10/2026 2:40 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

DELINEATION PLAN

Page 11 of 211 ends

MATCHLINE SEE SHEET C-8
MPH
15 SLOW
MPH
15 SLOW
BASIN 4
BASIN 5

RIGGERS

LOFT GENERAL
WAREHOUSE BERTH 5
BERTH 6
WV WM

RED OAK WATER

SERVICE
WV WM

SEA SCOUTS

WATER SERVICE
EXISTING 12" STEEL

WATER PIPELINE ON

BULKHEAD
WV

VALVE CLOSED
2" WATER LINE

INSTALLED IN
2025
2" WATER LINE

INSTALLED IN
2025
WV
SS
(EX) BLIND

CONNECTION

INSTALL MANHOLE
< 5' DEEP
EX 6" FORCE MAIN

UNDERGROUND
EX 6" FORCE

MAIN HANGING

UNDER DOCK
EX 6" FORCE MAIN

PENETRATING

GRAVING BASIN

1.6% ±
EX 4" SS

INSTALLED
IN 2015

EX SSMH
FILLED

WITH SOIL
SS (-7')
FROM

SURFACE
INV 8.4±
TO RED
OAK

EX PORT
OFFICE

LATERAL

EX ACTIVE

LATERAL

ACTIVE LATERAL
SS (-3') FROM

SURFACE
INV 12.6±

EXISTING
6" SEWER

ABANDONED
STORM

DRAINAGE SANITARY
SEWER MH 1

EX SSMH 2

CAST IRON SS

REMOVE VALVE AND CAP
LINE INSTALL 2" COPPER

EXTENSION WITH SWING

VALVE SEE DETAIL
WV
INSTALL 12" WATER

GATE VALVE ON MAIN

TO GRAVING BASINS -

EXISTING PIPE IS HDPE
1 U-1
INSTALL 4"

KNIFE-GATE

VALVE IN

TRAFFIC
RATED

ENCLOSURE
Graphic Scale (in feet)
0 1 inch = 40 ft.
40 40 80
MPH
15 SLOW
SLOW MPH 15 SLOW

PROCESSING

BUILDING

REPLACE DRAIN

INLET GRATE
SUBARU

WATER SERVICE

TO PROCESSING

BUILDING

WATER SERVICE

TO SUBARU

WATER SERVICE

TO CAR WASH
WV
WV

INSTALL GATE

VALVES TO

BUILDING WATER

SERVICE WMWM

INSTALL WATER

METER IN TRAFFIC

RATED BOX SEE
SHEET M-4

LOCATE WATER SERVICES

IN AREA TO CONFIRM
CONFIGURATION MPH 15 SLOW
SLOW
RAIL
WV

INSTALL GATE

VALVE TO RAIL

BUILDING WATER

SERVICE
WM

INSTALL WATER

METER IN TRAFFIC

RATED BOX SEE
SHEET M-4 8/10/2026 2:38 PM#### POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE Project Address: 1322 Canal Blvd, Richmond Contra Costa California Designed By:

Checked By:

Drawn By: AG Date Rev RCSAG
Sheet No.

Scale:

Date: 08.05.2026
Permit. No.

Proj. No. 2300125
Prepared Under the Direction
of: 415.883.9850 Engineering Land Surveying Landscape Architecture CSWST2.com 78 Railroad Avenue Richmond, CA 94801 PORT OF RICHMOND U-1UTILITY PLAN

Page 15 of 21 ends

1" = 40'

UTILITY PLAN
SCALE: HOR. 1"=40'

UTILITY PLAN AT PROCESSING BUILDING
SCALE: HOR. 1"=40'
MATCH LINE SEE SHEET U-2
SCALE: NTS 1 PIPE MODIFICATION

UTILITY PLAN AT RAIL BUILDING
SCALE: HOR. 1"=40'
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW MPH
15 MPH SLOW
15 MPH SLOW
15 MPH SLOW
15 SLOW
MPH
15 SLOW MPH 15 SLOW SLOW 15 MPH
MPH 15 SLOW
BASIN 1
BASIN 2
BASIN 3

CANAL BLVD

CANAL BOULEVARD
WV
WV
WV
WV

TO OFFICE

BUILDING

REMOVE VALVE AND CAP
LINE INSTALL 2" COPPER

EXTENSION WITH SWING

VALVE SEE DETAIL

REMOVE VALVE AND CAP
LINE INSTALL 2" COPPER

EXTENSION WITH SWING

VALVE SEE DETAIL

REMOVE VALVE AND CAP
LINE INSTALL 2" COPPER

EXTENSION WITH SWING

VALVE SEE DETAIL

BEGIN AT INLET

END AT INLET
10' DEEP

EX INLET
10' DEEP

EX INLET

CLEAN CMP PIPE AND
SLIP LINE 12" SD

EX RIM 17.85+/-
INV 11.3+/-

REMOVE EX DI AND INSTALL TYPE
G1 INLET RAISE GRATE 4"+/-

RE-GRADE ASPHALT

EX RIM 17.85+/-
INV 12.0+/-

REMOVE EX DI AND INSTALL
TYPE G1 INLET RAISE GRATE
2"+/-
INSTALL TYPE G1 INLET

MATCH ASPHALT GRADE
INV 11.5+/-
EXISTING 12" STEEL

WATER PIPELINE ON

BULKHEAD

REMOVE EXISTING VALVE

AND SEE DETAIL
1 U-2
1 U-1
1 U-1
1 U-1

CLEAN CMP PIPE AND
SLIP LINE 30" SD

CLEAN CMP PIPE AND
SLIP LINE 12" SD
Graphic Scale (in feet)
0 1 inch = 40 ft.
40 40 80 8/10/2026 2:38 PM#### POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE Project Address: 1322 Canal Blvd, Richmond Contra Costa California Designed By:

Checked By:

Drawn By: AG Date Rev RCSAG
Sheet No.

Scale:

Date: 08.05.2026
Permit. No.

Proj. No. 2300125
Prepared Under the Direction
of: 415.883.9850 Engineering Land Surveying Landscape Architecture CSWST2.com 78 Railroad Avenue Richmond, CA 94801 PORT OF RICHMOND U-2UTILITY PLAN

Page 16 of 21 ends

1" = 40'

UTILITY PLAN
SCALE: HOR. 1"=40'
MATCH LINE SEE SHEET U-1
SCALE: NTS 1 VALVE REPLACEMENT
WV

REMOVE EXISTING GATE VALVE

AND INSTALL BRASS BALL

VALVE - MATCH EX SIZE

REMOVE T AND CAP

FROM MAIN PIPLE

TO PARTS

BUILDING
WM

INSTALL METER
SEE SHEET M-4
12" (UNLESS NOTED) FIRE WATER / 4" IRRIGATION WATER, SEE DETAIL 8/C7.01 DOMESTIC WATER, SEE PLAN FOR SIZE, SEE DETAIL 8/C7.01 WV WV WV WV WV WV WV RED OAK WATER METER BASIN 5 SEA SCOUTS WATER METER BASIN 5 WV WV WVWV WV FIRE WATER SYSTEM POTABLE WATER SYSTEM AWC WATER METER SHIP SERVICE AWC WATER METER RAIL BUILDING WM EM WATER METER GENERAL WAREHOUSE WM AWC WATER METER PROCESSING BUILDING WM AWC WATER METER CAR WASH WM AWC WATER METER SUBARU PROCESSING BUILDING WM INSTALL TENANT WM RIGGERS LOFT WM WM WM WM WM WM WM INSTAL PORT WM RIGGERS LOFT MARINE SPILL RESPONSE WATER METER FINGER PIER FOSS METER FINGER PIER ALCATRAZ TOURS BASIN 4 WM NONE WATER METER BASIN 3 WM DUTRA WATER METER BASIN 2 WM DUTRA WATER METER BASIN 1 WM DUTRA WATER METER BUILDING WM AWC WATER METER SERVICE BUILDING WM AWC WATER METER LONG SHORE TRAILER WM 12 kV PGE SERVICE PGE SERVICE 12kV PGE SERVICE 120/240V 3Ø PGE SERVICE EM CITY ELECTRICAL METER SS PUMP STATION NEED TO VERIFY AWC ELECTRICAL METER LIGHTING AND BUILDING 1000A 277/480V 3Ø EM EM EMEMEM EM EM EM AWC ELECTRICAL METER SITE LIGHTING 100A 277/480V 3Ø AWC ELECTRICAL METER PROCESSING BUILDING 2000A 277/480V 3Ø THIS FEEDS GW AND RIGGERS LOFT EM PORT ELECTRICAL METER RIGGERS LOFT 400A 277/480V 3Ø PORT ELECTRICAL METER RIGGERS LOFT 1200A 480Y/277V 3Ø EM TENANT ELECTRICAL METER RIGGERS LOFT NOT SURE DUTRA ELECTRICAL METER RIGGERS LOFT 100A 120/240V 1Ø DUTRA ELECTRICAL METER RIGGERS LOFT 100A 120/240V 1Ø DUTRA ELECTRICAL METER RIGGERS LOFT 100A 120/240V 1Ø TENENT ELECTRICAL METER RIGGERS LOFT 100A 120/240V 1Ø EM AWC METER SUBSTATION 9 100A 120/240V 1Ø 1M2 2M2
2M2
4M2 GENERAL WAREHOUSE PROCESSING BUILDING RIGGERS LOFT BERTH 7 BERTH 8 BUILDING 23 BASIN 1 BASIN 2 BASIN 3 BASIN 4 BASIN 5 FINGER PIER 1
FINGER PIER 2

PORT WATER SYSTEM EBMUD WATER SYSTEM

EBMUD ACCOUNT
#57155500001

FIRE BFP WEST

POTABLE WATER BFP EAST

IRRIGATION BFP
120/240V 3Ø PGE SERVICE 120/240 PGE SERVICE EM EM AWC ELECTRICAL METER OVERFLOW LOT LIGHTING 100A 120/240V 1Ø AWC ELECTRICAL METER SITE LIGHTING 100A 277/480V 3Ø 3M2 BUILDING 23

MATCH LINE SEE ABOVE

MATCH LINE SEE BELOW
8/10/2026 12:41 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

ELECTRIC AND WATER METERING

Page 17 of 21 ends

SCALE: NTS
1 METERING SITE PLAN SCALE: NTS
2 ELECTRIC METERING DETAILS
8/10/2026 12:41 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

ELECTRIC METERING DETAILS

Page 18 of 21 ends

8/10/2026 12:41 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

ELECTRIC METERING DETAILS

Page 19 of 21 ends

1 ELECTRIC METERING DETAIL SCALE: NTS
2 ELECTTRIC METERING BILLING PLAN
SCALE: NTS
1 WATER METERING DETAIL SCALE: NTS
2 WATER METERING BILLING PLAN
8/10/2026 12:41 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

WATER METERING DETAILS

Page 20 of 21 ends

MPH
15 SLOW SLOW 15 MPH

B-D B-D B-C
B-C
B-D
B-D

B-H B-H B-G
B-G
B-H
B-H 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 15 16 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9 10 11 12 13 14 B-HB-H B-DB-D B-C 13 14 6 7 8 9 B-C1 -> 16
B-H1 -> 14
B-D1 -> 9
B-G8 -> 14 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 15 16 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9 10 11 12 13 14 13 14 15 16 6 7 8 9 BASIN 1
BASIN 2
BASIN 3
BASIN 4
BASIN 5
WV
WV

CANAL BLVD

INSTALL SOLAR STREET

LIGHT SEE DETAIL
TYP 1
SL-1

INSTALL SOLAR STREET

LIGHT SEE DETAIL
TYP 1
SL-1

INSTALL SOLAR STREET

LIGHT SEE DETAIL
TYP1
SL-1

INSTALL SOLAR STREET

LIGHT SEE DETAIL
TYP 1
SL-1

MORTAR BASE

BACK OF EX

SIDEWALK
190W SOLAR PANEL
TILT 10 DEGREES 14'
936Wh-24V NiMH BATTERY

ROUNDED TAPERED POLE

POWDER COAT
POLE COLOR: RAL 9004
(SIGNAL BLACK

CONCRETE CIDH

PROVIDE ANCHOR BOLTS

INCLUDING BREAK AWAY

COUPLING KIT

2.5' DIAMETER 7' DEEP

CONCRETE FOUNDATION PER
STANDARD PLAN ES-7N

ESSENTIAL FIXTURE
LED: 204 LM/W
COLOR: 3,000K
FIXTURE COLOR: RAL 9004
(SIGNAL BLACK)
48" ARM
NOTES

1. RETAIN UTILITY LOCATING SERVICE TO LOCATE UTILITIES PRIOR TO EXCAVATION.

2. VERIFY EDGE OF GRAVING BASIN UNDERSIDE DOCK PRIOR TO EXCAVATION.

3. LOCATE ALL LUMINARIES WITH ENGINEER PRIOR TO EXCAVATION. 8/10/2026 10:57 AM#### POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE Project Address: 1322 Canal Blvd, Richmond Contra Costa California Designed By:

Checked By:

Drawn By: AG Date Rev RCSAG
Sheet No.

Scale:

Date: 08.05.2026
Permit. No.

Proj. No. 2300125
Prepared Under the Direction
of: 415.883.9850 Engineering Land Surveying Landscape Architecture CSWST2.com 78 Railroad Avenue Richmond, CA 94801 PORT OF RICHMOND SL-1LIGHTING PLAN

Page 21 of 21 ends

1" = 40'
40 0 40 80
1 IN = 40 FT LIGHTING PLAN
SCALE: HOR. 1"=40'
SCALE: NTS 1 LIGHT POLE AND LUMINAIRE DETAIL
ADDENDUM NUMBER 1
POINT POTRERO MARINE TERMINAL (PPMT) 2026 TERMINAL MAINTENANCE August 20, 2026
This addendum consists of one (1) page total, excluding attachments, amending the Request for Proposal. Where provisions of the following supplementary data differ from those of the original documents, this Addendum shall govern and take precedence.

THE PROPOSER SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THEIR PROPOSAL.

RESPONSE TO QUESTIONS

1. Please confirm the correct RFI Deadline date. The Invitation for Bids lists August 24 at 3 pm, and PlanetBids lists August 27 at 3 pm?
a. Please see below.

INFORMATION

1. Please find attached the sign-in sheet from the pre-bid meeting.

2. The Port will offer a field walk with prospective bidders regarding the electrical and water metering scope of work. Please meet us at the Port office at 1322 Canal Boulevard Richmond on Tuesday August 25, 2026, at 9 AM. You must email [email protected] with your intent to complete the site walk by August 24, 2026, at 3 PM to participate. If the Port receives no requests, it will NOT HOLD the site walk.

SPECIFICATIONS

1. The Port makes the following modifications to the Invitation for Bids a. Bid opening is changed to September 10, 2026.
b. The last day to ask questions is August 27, 2026.
c. The Port will issue the final addendum on September 3, 2026.

END ADDENDUM NUMBER 1

ADDENDUM NUMBER 2
POINT POTRERO MARINE TERMINAL (PPMT) 2026 TERMINAL MAINTENANCE September 3, 2026
This addendum consists of twenty-seven (27) pages total, excluding attachments, amending the Request for Proposal. Where provisions of the following supplementary data differ from those of the original documents, this Addendum shall govern and take precedence.

THE PROPOSER SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THEIR PROPOSAL.

RESPONSE TO QUESTIONS
The Engineer provides the following responses to Contractors’ questions.

1. The Contract Documents indicate a maximum dock live load of 550 PSF. Below is a hypothetical dock paving crew including a: 58,000 lb milling machine; 80,000 lb loaded dump truck; 45,000 lb asphalt paver; 18,000 lb skip loader; 8,000 lb roller; 20,000 lb vibratory roller; This equipment will impose concentrated and moving loads, and the vibratory roller will also impose dynamic loads. Please have the Port Engineer review the proposed equipment and confirm that it is acceptable for use on the dock under the stated 550 PSF limitation, including operation of the 20,000 lb roller in vibratory mode.

If the proposed operation is not acceptable to be used as a standard operating paving spread on the dock, then the Owner should be dictating the means and method of paving for this location due to specific restrictions.
a. It is not possible to determine the loads based upon the equipment weight listed above. We would require the actual proposed equipment. However, the Port notes that smaller milling machines are acceptable. Fully loaded trucks offloading to a paver will become an issue. The Contractor will need to reduce loads to meet the requirement. The use of rollers in vibration mode will not be allowed.

2. I’m requesting clarification of the required material and finish for the Building Ladder and Cage shown on Drawing G-2 (Riggers Loft Improvements), Bid Item 132, as the Drawings and Technical Provisions do not agree: Drawings, Sheet G-2, Note 2: "Provide and install full height ladder and safety cage. The unit shall be constructed of aluminum or fiber glass." No finish is specified.

Specifications, Technical Provisions TS-14 – Building Access: "Provide prefabricated fixed ladders fabricated from steel, unless another material is approved by the Engineer," with fabricated steel required to be hotdip galvanized per ASTM A123 (or an approved marine-grade coating system).

Please confirm which material (Aluminum, Fiberglass, or Steel) and which finish (None Specified or Hot-Dip Galvanized) govern for the Building Ladder and Cage.
a. The building ladder and safety cage may be either aluminum with a natural mill finish or fiberglassreinforced plastic (FRP) manufactured with an integral gray, UV-resistant finish. The ladder and cage must be suitable for exterior marine exposure.

3. What line width should bidding contractors assume for the painted line stripes in the parking lot? The plans and specifications do not appear to state a stripe width for the parking lot striping. Please confirm the width (e.g., 4-inch) so all bidders price the work consistently. a. Parking stripes shall be 4 inches wide.

4. Can the City confirm that all crack sealing required for this project will be paid under the crack seal bid item? We want to confirm that crack sealing is not considered incidental to the slurry seal or any other bid item, and that all crack seal quantities are measured and paid under the crack seal item. a. The Engineer has added a line item and quantity for crack sealing, see below.

5. Can the City confirm that all existing traffic markings to be replaced, both inside and outside the terminal, must be removed prior to slurry seal and/or restriping? Our review of the drawings indicates the existing markings are to be removed rather than covered or striped over. Please confirm so that all bidders include the removal of existing traffic markings in their pricing, and identify the bid item under which that removal is paid.
a. The Contractor shall remove existing thermoplastic and other raised or deteriorated pavement markings before slurry seal. Existing sound painted striping may remain unless the slurry seal vendor will not allow their presence.

6. For the utility work at the basins — "remove valve and cap line, install 2-inch copper extension with swing valve" — is the referenced detail intended to be Detail 1/U2 rather than 1/U1, and are these utilities accessible from above the dock, or is access from beneath the dock (requiring a marine contractor) required? The callout references Detail 1/U1, but we believe the correct reference is Detail 1/U2. That detail appears to show piping hung from the joists beneath the dock, though it is difficult to determine from the drawings. Similar "remove valve and cap line" utility work is shown at multiple basins. Please confirm for each location whether the existing valves and piping are exposed and reachable from the dock surface, or whether over-water/under-dock access is required. Additional detail or photographs of these locations would be appreciated.
a. The detail reference is correct. All are accessible from the area below the dock. As noted in the Plans and specifications, the Contractor is to remove the existing pipe, install a flange which allows for transition to a 2-inch copper pipe, and install a swing valve. Detail 1 on sheet U2 occurs at a specific location as indicated in the Plan.

7. Can the City provide additional details, instructions, and photographs of the purchased materials showing the fender repair work — specifically the locations of the 3/4-inch x 3/16-inch stainless steel studs and the actual City-furnished parts to be installed on the new dock fenders? Detail 1 on Sheet G4 does not indicate where the stainless steel studs are located on the fender. The portion of the detail shown in solid black, which depicts the threaded studs, does not appear to correspond to the fender itself, which is shown grayed out. Without this information, bidders cannot reasonably determine the scope or effort required. Photographs of the City-supplied fender components would allow bidders to price this work accurately.
a. As noted, the Port will provide the plastic fenders which are the yellow items shown on Sheet G4.

The Contractor is to provide a threaded stud and nut. The Contractor is to weld the stud to the existing metal fender and install the nut. There are six studs and nuts per large plastic fencer and two studs and nuts per small plastic fender.

8. The specifications prohibit sandblasting. Will the City accept vacuum-assisted steel shot blasting as an approved method of traffic marking removal? These units propel steel shot at the pavement inside a fully shrouded head fitted with perimeter sweeper bristles and a continuously running vacuum that recovers the steel shot as the work proceeds. The process is dry and contained — it is not open sandblasting.

Given the volume of striping to be removed within the contract time, bidders need more than one viable removal method available to meet the schedule. In addition, the pavement will require sweeping, vacuuming, and washing prior to slurry seal regardless of the removal method used.

If vacuum-assisted steel shot blasting is not acceptable, please identify which removal methods the City will approve.
a. The Contractor can remove striping using any means if it does not create excessive dust or the accumulation of debris.

9. For sections 136&137 Our main concern is the drawings and specs call for welding new stainless-steel studs to the existing carbon steel. This dissimilar metal connection will create an increased rate of corrosion, and anticipated failure of the stud connection could be within a year. We can provide a quote for carbon steel studs with a protective coating after installation. Would that work for this project? Thank you. a. The Contractor may use carbon steel studs for the project.

10. Would the City consider extending the Work hours to: 7AM – 5PM. We would like the option of getting some 10 Hour Days in if need be.
a. Yes.

11. After reviewing Sheets M-1 through M-3 and Specification TS-13, we need additional information to accurately price the electrical metering scope. Please also address the following questions: 1. Please provide existing panel schedules, one-line diagrams, and equipment information for SWG-9, Substation 9A, FP-DP, Panels B1 through B5, SWG-3A, SWG-4A, Panel 4HA, Panel A4, Building 1322 Panel HV, and the Building 23 switchboard and Panel D. 2. Please provide available equipment nameplate information, including manufacturer, model, voltage, phase, bus rating, breaker ratings, available spaces, and available short-circuit current. 3. Has the Port or design team selected, evaluated, or previously priced a metering manufacturer, system integrator, software platform, gateway, or communication system? If so, please provide the manufacturer, model numbers, pricing contacts, and prior proposal. 4. Is there a required basis-of-design manufacturer, or should bidders propose any open, nonproprietary system meeting TS-13? Please confirm whether the contractor must provide one metering-system integrator responsible for the electrical meters, water meters, communications, software, billing reports, utility reconciliation, commissioning, and training. 6. Sheets M-2 and M-3 identify several circuits with unknown destinations or tenant assignments. Please confirm whether the contractor must trace and identify these circuits during construction or whether the Port will provide verified circuit information before bidding. 7. Please confirm the exact Phase 1 electrical scope included in this contract. Also confirm whether Phase 2 water meters and the deferred Building 23 electrical meter are part of the base bid, an allowance, an alternate, or excluded until the required infrastructure and PG&E service are complete. 8. For EM-01, please provide information for the existing 800A current sensors and voltage wiring. Please confirm whether testing and reuse are required or whether bidders should include replacement. 9. For SC-05 at Building 1322 Panel HV, please provide the current panel schedule and confirm the number and ratings of all active branch circuits requiring monitoring. 10. For Building 23, please confirm the service voltage, phase, main switchboard configuration, active branch circuits, and PG&E energization status. 11. Please identify available Port LAN connection points and provide the Port’s requirements for Ethernet, wireless communications, cellular service, cloud hosting, cybersecurity, and software licensing. 12. Please provide outage restrictions, operating schedules, escort requirements, and any limits on opening energized electrical equipment during the walkthrough and construction.
a. In this addendum, the Port provides an allowance in the bid to support the work. This allowance provides the meters and communication equipment as well as provide a commissioning agent to support installation. Please see the revised Section TS-13.

All work that requires shutdowns can occur during normal working hours except for meter installation at the Processing Building which will need to occur between 5 PM and 7 AM.

12. Please confirm that in the order of work section, the “contractor to stage work to not impact more than 25% of the parking stalls with the tenant space.” This is very restrictive; can it be waived? a. The 25% limitation may be waived with the Engineer’s approval. Because the Port’s tenant can only reasonably forecast vehicle and operational needs approximately three weeks in advance, the Contractor shall submit a detailed slurry seal schedule identifying the actual week of work prior to mobilization. Based on that schedule and subject to coordination with the Engineer and the Port’s tenant, the Contractor may be permitted to occupy up to 50 percent of the parking facility at one time. The Contractor shall coordinate with the Engineer and Tenant regarding access to critical operational areas, including the truck loading area, main gate, Processing Building, and rail loading area.

PLANS
The Engineer modifies the plans as follows:

1. Modify sheet G-1 to include additional areas of work as attached.

2. Modify sheet G-2 as attached to install chain-link fence and swing gate to close off the overlook loop area, which is in front of the Riggers Loft building.

3. Add sheet G-5 as attached, which illustrates the removal of a tree.

4. Add sheet G-6 as attached, to install metal beam guardrail.

5. On Sheet C-7 delete the installation of the white delineators as shown below.

6. Remove and replace the existing 12” water valve on sheet U-1 and as shown below with a new 12” gate valve.

7. See adjusted sheet C-4 as attached.

SPECIFICATIONS
The Engineer modifies the specifications as follows:

1. Modify Section TS-17 “SOLAR LIGHTS” which has been renumbered to TS-20 as follows:

2. Add bid item for crack sealing to Section TS-5. Modify the measurement and payment section as follows:

3. Add Section TS-22 to the Specifications:
“TS-22 CHAIN LINK FENCE

GENERAL
This work shall consist of furnishing and installing chain link fence at the locations shown on the Plans, complete in place, including fence fabric, posts, rails, braces, fittings, hardware, concrete footings, excavation, backfill, and all incidental work necessary for a complete installation.

Chain link fence construction shall conform to Section 80, “Fences,” of the Caltrans Standard Specifications, these Special Provisions, and the details shown on the Plans.

MATERIALS
Chain link fence shall be [8]-foot-high galvanized chain link fence unless otherwise shown on the Plans.

Fence fabric shall conform to the requirements of Section 80-3 of the Caltrans Standard Specifications. Fabric shall be galvanized steel with a maximum 2-inch mesh opening.

Posts, rails, braces, fittings, ties, and other fence components shall be galvanized steel and shall conform to Section 80-3 of the Standard Specifications.

All posts shall be set in concrete footings of the dimensions shown on the Plans or as required by the Standard Plans.

CONSTRUCTION
The Contractor shall verify the fence alignment and limits in the field with the Engineer prior to beginning installation.

Fence posts shall be installed plumb and true to line. Fence fabric shall be stretched taut and securely attached to posts and rails.

The Contractor shall protect existing pavement, improvements, utilities, and Port facilities during installation.

Damage resulting from fence installation shall be repaired at the Contractor's expense.

The finished fence shall provide a continuous physical barrier along the overlook area with no openings or gaps that would permit pedestrian access through or beneath the fence.

MEASUREMENT AND PAYMENT
The contract unit price paid per linear foot for “Install Chain Link Fence and Gate” (Bid Item 140) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in fencing complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.”

4. Add Section TS-23 to the Specifications:
“TS-23 MIDWEST GUARDRAIL SYSTEM WITH TYPE S1-M END ANCHORS

GENERAL
This work shall consist of furnishing and installing Midwest Guardrail System and sand-filled crash cushions at the locations and limits shown on the Plans. Guardrail and crash cushion work shall conform to the applicable provisions of Section 83, “Railings and Barriers,” of the Caltrans Standard Specifications, the applicable Caltrans Standard Plans, these Technical Specifications, and the Contract Plans. The Contractor shall furnish all labor, materials, equipment, excavation, posts, blocks, rail elements, terminals, hardware, crash cushion modules, anchorage, backfill, and incidental materials required for a complete installation.

MIDWEST GUARDRAIL SYSTEM
The Contractor shall furnish and install approximately 264 linear feet of Midwest Guardrail System at the location shown on the Plans. Midwest Guardrail System shall conform to the details shown on the Contract Plans and applicable Caltrans Standard Plans, including Standard Plan A77L2 where referenced.

Posts shall be installed plumb and at the spacing and embedment shown on the applicable Standard Plans. Rail elements, blocks, bolts, washers, and other hardware shall be installed in accordance with the manufacturer’s requirements and applicable Caltrans standards. The Contractor shall verify the guardrail alignment, limits, and existing site conditions with the Engineer prior to installation.

TYPE S1-M END ANCHORS
The Contractor shall furnish and install Type S1-M end anchors at each end of the Midwest Guardrail System at the locations shown on the Plans. Type S1-M end anchors shall conform to Caltrans Standard Plan A77S1 and all applicable requirements of the Caltrans Standard Specifications. End anchors shall include all posts, rail elements, cables, anchors, hardware, excavation, backfill, and other components required for a complete installation. The Contractor shall install end anchors at the locations, orientation, and configuration shown on the Plans and applicable Caltrans Standard Plans.

EXISTING UTILITIES AND IMPROVEMENTS
Prior to excavation or post installation, the Contractor shall verify the location of existing underground utilities and improvements. The Contractor shall protect existing pavement, curbs, utilities, landscaping, and Port facilities.

Damage caused by the Contractor’s operations shall be repaired at the Contractor’s expense.

MEASUREMENT AND PAYMENT
The contract unit price paid per linear foot for “Midwest Guardrail System” (Bid Item 142) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved guardrails, complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.

The contract unit price paid per each “End Anchor Assembly (Type SFT-M)” (Bid Item 143) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installing attenuators, complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.”

5. Add Section TS-24 to the Specifications:
“TS-24 TREE REMOVAL

GENERAL
This work shall consist of removing and disposing of existing trees at the locations shown on the Plans or as directed by the Engineer. Tree removal shall include furnishing all labor, materials, tools, equipment, traffic control, protection of existing improvements, cutting, removal of trunks and limbs, stump removal, root removal as required, backfilling of resulting excavations, disposal of debris, and all incidental work necessary to complete the work. The Contractor shall verify the trees designated for removal with the Engineer prior to beginning work. No tree shall be removed without authorization from the Engineer.

PROTECTION OF EXISTING IMPROVEMENTS
The Contractor shall protect adjacent trees, landscaping, pavement, curbs, sidewalks, utilities, structures, fencing, lighting, and other existing improvements that are designated to remain. Damage to existing improvements resulting from tree removal operations shall be repaired or replaced by the Contractor at no additional cost to the Owner. Prior to excavation, stump grinding, or root removal, the Contractor shall verify the location of existing underground utilities.

TREE REMOVAL
Trees designated for removal shall be cut and removed in a manner that prevents damage to adjacent property and improvements. Trees shall be removed to the limits necessary to accommodate the proposed improvements shown on the Plans. All limbs, trunks, vegetation, and other debris resulting from tree removal shall be removed from the project site and legally disposed of. Burning of vegetation or tree debris will not be permitted.

STUMP AND ROOT REMOVAL
Unless otherwise shown on the Plans, tree stumps shall be completely removed or ground to a minimum depth of 12 inches below finished grade. Roots that conflict with proposed pavement, concrete, fencing, guardrail, drainage facilities, utilities, or other improvements shall be removed to the extent necessary to construct the proposed work.

Root removal shall be performed carefully to avoid damage to adjacent trees and existing improvements designated to remain. Following stump and root removal, resulting excavations shall be backfilled with suitable material and compacted to the requirements applicable to the proposed surface or improvement. Where tree removal occurs within areas of proposed pavement, subgrade shall be restored and compacted prior to construction of the pavement structural section.

DISPOSAL
All trees, limbs, stumps, roots, wood chips, vegetation, and other debris generated by the work shall become the property of the Contractor and shall be removed from the site and disposed of in accordance with applicable laws and regulations. The project site shall be left clean and free of tree-removal debris.

MEASUREMENT AND PAYMENT
The contract unit price paid per each “Tree Removal” (Bid Item 141) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in tree and stump removal, complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.”

6. The Engineer deletes Section TS-13 and replaces it with the revised section:
“TS-13 METERING SYSTEM – DESIGNATING COMMISSIONING AGENT DELIVERY PART 1 — GENERAL

1.01 SUMMARY
This Section covers the furnishing, programming, installation oversight, commissioning, and acceptance testing of a facility-wide utility metering and energy monitoring system at Point Potrero Marine Terminal, including electrical revenue sub-metering at three (3) independent utility services, distributed branch and feeder metering, water metering, wireless field communications, gateway hardware, and hosted reporting and tenant billing software.

The purpose of the system is to allocate utility consumption to terminal tenants and operating areas with sufficient accuracy to support the issuance of tenant invoices. All requirements of this Section shall be interpreted in light of that purpose.

The metering system is a single integrated system. Meters, current sensors, field communications, gateway, and head-end software are not independently substitutable components. This Section is structured accordingly.

1.02 DESIGNATED METERING SYSTEM COMMISSIONING AGENT
The Port has designated Technology Solutions Group LLC (TSG LLC) of Chehalis, Washington as the Metering System Commissioning Agent (hereinafter "the Agent") for this Project. The designation is based on the Agent's performance of the pre-design field audit of the terminal's electrical and water distribution systems, authorship of the system architecture and communications design on which this Section is based, and factory authorization on the metering and wireless platforms specified herein.

The Agent's fixed lump-sum price for the scope assigned to the Agent under Article 1.03 is Three Hundred Eight Thousand Four Hundred Ninety-Eight Dollars ($308,498) which is an allowance in the Bid Schedule. The Agent's lump-sum price and component price allocation are established in Article 1.04.

The Agent's lump-sum price applies only to Work assigned to the Agent under Paragraph 1.03. Each Prime Contractor shall separately include the costs for Work assigned to the Prime Contractor and its electrical, plumbing, and other subcontractors in the other bid items.

The Agent is a subcontractor to the Prime Contractor. Nothing in this Section creates a contractual relationship between the Agent and the Port, nor relieves the Prime Contractor of responsibility for the coordination, scheduling, safety, or completion of the Work.

The Prime Contractor shall list the Agent on its subcontractor listing form with the Agent's California Department of Industrial Relations Public Works Contractor Registration number (PWCR #: 2000032755).

1.03 ALLOCATION OF SCOPE
Responsibility for the Work of this Section is allocated as follows. Work not expressly assigned to the Agent is the responsibility of the Prime Contractor.

Activity Metering System Commissioning
Agent
Contractor
System design
documentation
Prepares shop drawings, single-line
diagrams, point schedules, panel
schedules, wiring details, sensor
schedules, and network topology
drawings under the stamped
design of the Engineer of Record
Reviews for coordination with field
conditions; incorporates into
coordination drawings
Metering equipment Furnishes all meters, current
sensors, pulse transmitters, wireless
radios, antennas, gateway,
enclosures, power supplies, and
licensing, pre-programmed and
configured prior to shipment
Receives, stores, protects, and
distributes equipment to points of
installation
Raceway, conductors,
terminations
None Furnishes and installs all raceway,
conduit, wire, cable, line-voltage
power, control power, grounding,
and enclosure mounting; performs
all electrical terminations
Current sensor installation Directs sensor placement, ratio, orientation, and phase association;
verifies after installation
Physically installs, positions, and
terminates all current sensors
under the Agent's direction
Water meter installation Specifies meter size, model, pulse weight, and location; configures
and verifies pulse acquisition
Furnishes and installs all piping
modifications, spool pieces, valves,
strainers, meter setters, vault work,
and thermal protection; installs and
pipes all water meters
Antenna and radio
mounting
Specifies locations, orientation, and
mounting heights based on the
pre-bid site survey
Furnishes and installs mounting
hardware, masts, grounding, and
surge protection; mounts radios
and antennas
Programming and
configuration
Performs all meter, radio, gateway,
and head-end configuration, point
mapping, and virtual meter setup
Provides access, coordination, and
de-energization windows as
required
Commissioning and
verification
Performs all functional testing,
point-to-point verification, accuracy
verification, and network validation;
Corrects all deficiencies identified
by the Agent that involve
installation, wiring, or terminations
Activity Metering System Commissioning
Agent
Contractor
issues punch items
Deferred sizing review and
replacement
Analyses accumulated interval data;
recommends revised sensor ratios
and water meter sizes; reconfigures
and re-verifies replaced devices
Second mobilization — electrical
subcontractor performs sensor
replacement under shutdown;
plumbing subcontractor performs
water meter replacement
Documentation and
training
Prepares record documents,
commissioning reports, O&M
manuals, and conducts owner
training
Provides as-built field markups for
raceway and conductor routing
The Agent shall not perform installation, wiring, or electrical terminations. Where the Agent identifies a deficiency in installed work, the Agent shall document the deficiency and the Contractor shall perform the correction. The Agent shall then re-verify.

Communications Infrastructure: Prime Contractor/Electrical Subcontractor shall furnish all labor, materials, mounting hardware, supports, raceway, conductors, control power, grounding, surge protection, access equipment, and incidentals required for installation of communications infrastructure at final field-determined locations in accordance with Article 2.05, including the field-location and installation allowances specified therein.

1.05 DEFINITIONS
Rated Primary Current: The nameplate primary current rating of a current sensor, expressed in amperes, against which accuracy class performance is defined.

Operating Load: The actual measured working current on a monitored circuit under normal terminal operations, distinct from the frame rating, trip setting, or rating plug of the protective device serving that circuit.

Peak Operating Load: The highest current observed on a monitored circuit under normal terminal operations, inclusive of intermittent and transient loads such as welding, hoisting, and motor starting.

Accuracy Verification: Field confirmation that an installed and configured meter reports values consistent with a traceable reference under prevailing load conditions. Accuracy Verification is not calibration and does not alter meter coefficients.

Revenue Metering Point: Any metering point whose output is used, directly or through a virtual meter calculation, to allocate cost to a terminal tenant.

1.06 REFERENCE
ANSI C12.20 — Electricity Meters, 0.2 and 0.5 Accuracy Classes.

IEC 61869-2 — Instrument Transformers: Additional Requirements for Current Transformers.

UL 2808 — Standard for Energy Monitoring Equipment.

IEEE C57.13 — Requirements for Instrument Transformers.

AWWA C700 series — Cold Water Meters, including C700 (displacement type), C701 (turbine type), C702 (compound type), and C708 (multi-jet type), as applicable to the meter types furnished.

AWWA M6 — Water Meters: Selection, Installation, Testing, and Maintenance.

California Business and Professions Code, Division 5 — Weights and Measures.

California Code of Regulations, Title 4, Division 9 — Commercial Weighing and Measuring Devices.

1.07 SUBMITTALS
Product data for all furnished equipment, including the manufacturer's published accuracy declaration and the percentage-of-rated range to which it applies, and the type-approval certificate number required by Paragraph

1.09.B where one exists.

Sensor schedule identifying, for each metering point: circuit designation, protective device rating, and any available load information, selected sensor model and ratio, and the resulting operating point expressed as a percentage of rated primary current.

Water meter schedule identifying, for each tenant consumption point shown on the Contract Drawings: point designation and drawing reference; line size; selected meter type, size, and model; published accuracy range and low-flow threshold for the selected meter; configured pulse weight for each register; and expected pulse rate at low, normal, and peak flow.

Shop drawings including single-line diagrams, point-to-point wiring details, enclosure layouts, and wireless network topology with link budget documentation.

Factory calibration or factory test certificates for all electrical meters, for all current sensors serving Revenue Metering Points, and for all water meters.

Commissioning plan, submitted not less than [thirty (30)] days prior to the start of commissioning.

Commissioning report and record documents, as described in Article 3.07.

1.09 COMMERCIAL DEVICE REGULATORY COMPLIANCE
Applicability Determination. Prior to installation of any metering device, the Engineer shall obtain from the Contra Costa County Sealer of Weights and Measures a written determination as to whether the metering devices furnished under this Section are commercial weighing and measuring devices subject to Division 5 of the California Business and Professions Code. The determination shall be issued to the Contractor and to the Agent. No party is required to act on an assumed answer.

Type Approval. Regardless of the determination under Applicability Determination, all electrical meters and water meters furnished under this Section shall carry a current type approval under the California Type Evaluation Program or the National Type Evaluation Program where such approval exists for the device class. Certificate numbers shall be submitted with product data. This is a procurement condition on the Agent and adds no field labor or testing obligation.

Device Registration. Where the determination under Applicability Determination establishes that registration applies, registration of the devices with the County Sealer, payment of annual registration fees, submission of devices for periodic laboratory testing, and maintenance of the resulting seals are the responsibility of the Port as owner and operator of the devices. These are recurring ownership obligations extending well beyond the term of this Contract and are not construction scope.

Placing Devices in Service. Where the determination under Applicability Determination establishes that placing devices in service must be performed by a Registered Service Agent employed by a registered Service Agency, the Prime Contractor shall engage a qualified Registered Service Agency for that purpose and shall coordinate its attendance with the Agent's commissioning activities.

Scope Limitation. Nothing in this Section requires the Agent to obtain or hold Service Agency or Service Agent registration, to acquire or maintain certified metrology standards, to perform statutory device testing, or to issue placed-in-service notices to the County Sealer. The Agent's obligations are limited to furnishing type-approved equipment, configuration and programming, installation oversight, functional commissioning, and documentation.

Sequencing. Where the determination under Applicability Determination establishes that devices must be sealed by the County Sealer before being placed in service, the Prime Contractor's schedule shall accommodate the resulting laboratory turnaround between delivery and installation. The Agent shall be given not less than [thirty(30)] days notice of the required delivery date so that pre-programming and bench testing may be completed beforehand.

Costs arising under this Article that are established only after the determination under Paragraph 1.09.A shall be addressed as a change in the Work.

1.10 WARRANTY
The Agent shall warrant all furnished equipment and the configuration and programming thereof for a period of [two (2)] years from Substantial Completion.

Head-end software and data hosting shall be provided for a period of [one (1)] year from Substantial Completion, with pricing for renewal terms stated in the Agent's proposal.

PART 2 — PRODUCTS

2.01 GENERAL
All equipment specified in this Part shall be furnished by the Agent, pre-programmed and configured, and shall arrive at the site with device addressing, communications parameters, current sensor ratios, and metering configuration already established.

Each device shall be labeled by the Agent prior to shipment with its permanent point designation and shall be shipped in packages organized by installation location.

2.02 ELECTRICAL METERS
Meters serving Revenue Metering Points shall meet or exceed ANSI C12.20 Class 0.5 for active energy, or IEC 62053- 22 Class 0.5, and shall be UL Listed or Recognized to UL 2808. Class 0.2 metering is not required. Class 0.5 is the accuracy class in general commercial use for tenant sub-billing and is not the limiting factor in overall system uncertainty at this facility.

Meters shall provide, at minimum: per-phase and total real, reactive, and apparent energy; demand with configurable interval; per-phase voltage, current, and power factor; and interval data logging with non-volatile storage sufficient for not less than [thirty (30)] days at [fifteen (15)] minute intervals.

Multi-channel meters shall provide independent, individually configurable current inputs with independent energy accumulation per channel. Channel count shall be as indicated on the Agent's shop drawings.

Meters shall support Modbus RTU and Modbus TCP, and shall permit configuration of current sensor ratio, potential transformer ratio, and system wiring configuration in the field without factory intervention.

2.03 CURRENT SENSORS – ACCURACY AND SELECTION
Current sensors serving Revenue Metering Points shall be rated IEC 61869-2 Class 0.5, or better. Class 0.5S is not required. The S class is defined by its performance at one percent (1%) of rated primary current; because sensors at this facility are sized to protective device rating under Article 2.03 and will frequently operate in the lower portion of their range regardless of class, specifying the S class would add cost without producing a corresponding improvement in billing accuracy.

The manufacturer shall state the percentage-of-rated range over which its declared accuracy applies. An accuracy figure stated without an operating range is not an enforceable requirement and shall not be accepted as evidence of compliance. No particular range is prescribed; the stated range is used to document the operating point at each metering point under Article 3.07.

Published manufacturer accuracy data is acceptable evidence of compliance. Manufacturer type-test reports, certificates of conformity, or independent laboratory data shall not be required.

Current sensors shall be sized against documented Peak Operating Load with margin sufficient to accommodate intermittent and transient loads without exceeding one hundred twenty percent (120%) of rated primary current.

Sensor selection shall prioritize headroom for intermittent loads over low-load resolution, on the basis that clipping of an over-range load produces systematic under-recording of energy and loss of demand peaks, whereas low-load operation produces bounded imprecision.

Circuit-level load data does not presently exist at this facility. Existing system metering is at the utility service level only, and no per-circuit consumption record is available for any tenant, basin, or building circuit. Accordingly, initial sensor selection shall default to the frame rating, trip setting, or rating plug of the protective device serving each circuit, and the resulting operating point shall be documented under Article 3.07 and reviewed under Article 3.04.

The Port acknowledges that sensors selected under Article 2.03 may operate below the lower bound of the manufacturer's stated accuracy range under Article 2.03 at circuits whose actual load proves substantially below the protective device rating, and that measurement uncertainty at such circuits will exceed the declared accuracy class until the sensor is resized. This condition shall be disclosed in the commissioning report.

Rogowski-type sensors shall not be used at Revenue Metering Points except where physical conditions preclude the installation of a solid-core or split-core sensor, and then only with the written concurrence of the Engineer. Where used, the resulting accuracy limitation shall be documented in the commissioning report and disclosed to the Port.

Sensors serving points used solely for operational monitoring, and not for tenant cost allocation, may be of a lower accuracy class as identified on the sensor schedule.

Split-core or hinged sensors shall be used where installation on energized conductors or in existing switchgear precludes conductor disconnection. Sensor physical dimensions shall be verified against available window and gutter space prior to procurement.

2.04 WATER METERING
Water Meters
Water metering under this Section is limited to the tenant consumption points identified on the Plans. The utility service meter serving the facility is not metered under this Section, and the fire protection service and its meter are excluded from this Section in their entirety. No connection, modification, or instrumentation of the fire protection service shall be performed.

Metered tenant consumption will not account for total facility water consumption. Reconciliation of allocated tenant consumption against the utility bill is outside the scope of this Section, and the system shall not be represented as providing a facility water balance.

All water meters shall be new. No existing meter shall be retrofitted or interfaced.

Water meters shall be furnished by the Agent, of a type and size selected for the flow range of each service and shall conform to the applicable AWWA C700 series standard for the meter type furnished.

Each meter shall be supplied with an integral or field-mounted pulse output. Pulse output shall be dry contact or open-collector solid state, isolated from the metering register, and rated for the pulse rate and duty required by Paragraph 2.04.C.4.

No historical flow data exists for any metered point at this facility. Meters shall therefore be line-sized as indicated on the Plans. At three inches (3") and larger, compound-type meters conforming to AWWA C702 shall be furnished, because a single-element meter at that size would under-register at low flow, and under-registration is not detectable from pulse data alone and is not recoverable after the fact. At two inches (2") and smaller, singleelement meters conforming to the applicable AWWA standard are acceptable, provided the published low-flow accuracy threshold is documented in the water meter schedule.

Pulse weight shall be configured to yield resolution sufficient for tenant billing and for trending at the system logging interval, while producing a pulse rate at peak flow within the input rating of the pulse counting device and consistent with the battery service life required by Article 2.04. Pulse weight for each meter shall be documented in the water meter schedule and shall not be changed after commissioning without written notice to the Port.

Meters shall be installed with unions, flanged connections, or meter setters permitting removal and replacement without cutting pipe. Where a meter is anticipated for possible downsizing under Article 3.04, the installation shall accommodate a spool piece or adapter of the length difference between meter sizes.

Meters installed in vaults, pits, or below-grade locations shall be rated for periodic submersion. Registers and pulse output devices in such locations shall be rated not less than IP68.

Compound Meters
Compound meters shall conform to AWWA C702 and shall provide separate low-flow and high-flow registers, each with an independent pulse output.

Each register shall be wired to a discrete pulse input. Two pulse inputs shall be provided at each compound meter location. Pulse counting nodes shall be selected with sufficient input capacity, or additional nodes provided.

Pulse weight shall be configured independently for each register, at a resolution appropriate to the flow range that register serves. The low-flow and high-flow pulse weights shall not be assumed equal and shall be separately documented in the water meter schedule.

Total consumption at a compound meter shall be the arithmetic sum of the volumes derived from both registers, computed at the head-end as a virtual meter. The Agent shall confirm with the meter manufacturer whether the two registers accumulate exclusively or may overlap during crossover, and shall configure the summation accordingly so that no volume is double-counted or omitted at the crossover point.

Where the meter provides an integral totalizing register in addition to the individual element registers, that totalizer shall be used as the reference for the verification required by Art.

Crossover flow rate and the accuracy characteristics of the meter across the crossover range shall be documented in the water meter schedule and disclosed in the commissioning report.

Pulse Acquisition and Reporting
Pulse outputs shall be wired to wireless pulse counting nodes furnished by the Agent, compatible with the field wireless network specified in Article 2.05. Nodes shall accumulate pulse counts locally in non-volatile memory and shall report accumulated counts as Modbus holding registers to the data gateway.

Pulse accumulation shall be non-volatile and shall survive loss of radio communication, node reset, and battery replacement. Counts accumulated during a communications outage shall be reported upon restoration of communications without loss.

Register rollover shall be handled at the gateway or head-end such that no consumption is lost or double-counted at the rollover boundary. The rollover value and the handling method shall be documented in the commissioning report.

Battery-powered nodes shall provide service life of not less than [five (5)] years at the configured reporting interval and expected pulse rate. Battery status shall be reported to the head-end and shall generate an alarm at low battery.

Node enclosures at vault, pit, and exterior locations shall be rated not less than IP67. Where a node is installed within a vault, antenna placement shall be evaluated during commissioning and an external antenna provided where link margin is inadequate.

Pulse input wiring shall be shielded, shall not share raceway with power conductors, and shall be limited in length in accordance with the node manufacturer's published requirements. Contact debounce shall be configured to reject spurious counts without suppressing valid pulses at peak flow.

Attribution and Trending
The head-end shall convert accumulated pulse counts to engineering units using the documented pulse weight for each meter, and shall present consumption as both interval and cumulative volume.

Water metering points shall be assignable to tenants and combinable into virtual meters on the same basis as electrical metering points.

2.05 WIRELESS FIELD COMMUNICATIONS
Field communications shall use a 900 MHz frequency-hopping spread spectrum wireless network operating under FCC Part 15.247, requiring no site license.

Network topology, node placement, repeater locations, and antenna selection shall be as established by the pre-bid site survey and shown on the Agent's shop drawings. Link margin shall be verified at each node during commissioning.

Directional antennas shall be provided at backbone link endpoints. Omnidirectional antennas shall be provided at aggregation points. All exterior antenna installations shall include surge suppression and grounding in accordance with the Electrical Subcontractor's scope.

FIELD LOCATION AND INSTALLATION ALLOWANCES
Locations of radio nodes, repeaters, antennas, antenna supports, associated enclosures, and other wireless communications infrastructure shown on the Contract Documents are approximate and are intended to establish the general system configuration and basis of bid. Final locations shall be determined in the field by the Metering System Commissioning Agent in coordination with the Contractor and Engineer.

Final equipment locations shall be selected based on field conditions, accessibility, available mounting locations, wireless signal strength, required link margin, interference, equipment clearances, availability of control power, and the requirements of the approved communications topology.

Communications infrastructure may be installed within or on buildings, on exterior building walls, roofs, existing utility poles, light poles, within electrical rooms, or at other suitable locations within the Project limits. Final locations shall be subject to approval by the Port and shall not interfere with existing operations, equipment, access, or required clearances.

Contractor shall include in the Contract Price all labor, materials, equipment, and incidentals necessary to install the communications infrastructure at the final field-determined locations, including, but not limited to, mounting brackets and supports, weatherproof enclosures, raceway, conductors, control power, grounding, surge protection, penetrations, sealing, fasteners, identification, and access equipment.

For bidding purposes, Contractor shall assume installation of the seven (7) radio infrastructure nodes identified in the Contract Documents and equipment schedules. Contractor shall assume that up to four (4) of the seven (7) radio infrastructure nodes may require exterior or elevated installation on existing buildings, poles, or structures at mounting heights up to 25 feet above adjacent grade or finished floor.

Contractor shall include all ladders, scaffolding, personnel lifts, or other access equipment required for the Work.

For bidding purposes, Contractor shall include a minimum of two (2) working days of personnel lift use for installation, adjustment, testing, and relocation of communications infrastructure. Such allowance is in addition to ordinary hand-access equipment required to perform the Work.

Contractor shall assume that each radio infrastructure node may be located or relocated within a 100-foot radius of its approximate location shown on the Contract Documents, including relocation to an adjacent building, wall, roof, pole, or other suitable existing structure. Such location or relocation within the specified radius shall be included in the Contract Price and shall not, by itself, constitute a change in the Work.

In addition to labor required for the initial installation of the communications infrastructure, Contractor shall include a minimum allowance of forty (40) Electrical Subcontractor labor-hours for field coordination, investigation, adjustment, and relocation of communications infrastructure as directed by the Metering System Commissioning Agent during installation and commissioning. The allowance shall not be used for labor associated with the initial installation required by the Contract Documents.

Contractor shall coordinate proposed equipment locations with the Metering System Commissioning Agent prior to permanent installation. Where practical, temporary positioning and communications testing shall be performed prior to permanent mounting, installation of permanent raceway, or penetration of existing structures.

Where equipment is mounted to existing buildings, poles, or structures, Contractor shall field verify the suitability of the proposed mounting location and provide mounting hardware and supports appropriate for the existing construction and environmental exposure. Contractor shall not drill, cut, weld to, penetrate, or otherwise modify structural members without prior approval of the Engineer.

Following installation, the Metering System Commissioning Agent shall verify communications performance and required link margin. Contractor shall make adjustments or relocations required to achieve the specified communications performance within the bidding allowances specified herein.

Work exceeding the specified bidding allowances, including relocation of an individual radio infrastructure node more than 100 feet from its approximate Contract Document location, mounting at elevations greater than 25 feet, utilization of more than forty (40) Electrical Subcontractor labor-hours specifically authorized for field adjustment and relocation, or more than two (2) working days of personnel lift use specifically authorized for such adjustment and relocation, shall be performed only when authorized in accordance with the Contract provisions governing changes in the Work.

2.06 GATEWAY AND HEAD-END SOFTWARE
A gateway shall be provided to aggregate field devices and transmit interval data to the hosted head-end platform over the Port's existing fiber network.

The head-end platform shall provide, at minimum: interval data storage and retrieval; virtual meter calculation permitting arithmetic combination of physical metering points; tenant assignment of metering points; automated billing period reporting; utility rate structure modeling including time-of-use and demand components; data export in a non-proprietary format; and user access control.

The Port shall retain ownership of all metering data. The platform shall permit bulk export of all historical interval data at any time without charge.

2.07 PRE-PROGRAMMING
All devices shall be configured by the Agent prior to shipment, including device addressing, network parameters, current sensor ratios, potential transformer ratios, wiring configuration, logging intervals, and point naming consistent with the approved point schedule.

The Agent shall bench-test each device prior to shipment and shall furnish a record of pre-shipment configuration as part of the commissioning documentation.

Where final current sensor ratio is not determined at time of shipment under Paragraph 3.04, the affected meter channels shall be configured upon final sensor selection and prior to acceptance.

2.08 METERING SYSTEM QUANTITIES AND CONFIGURATION

ELECTRICAL METERING
Base electrical metering scope shall consist of six (6) physical metering devices providing forty-one (41) available metering channels and monitoring twenty-nine (29) electrical circuits.

Furnish eighty-seven (87) current sensors serving twenty-nine (29) three-phase metering points.

Spare and future channels shall be configured but shall not be furnished with current sensors except where otherwise indicated.

Configure eight (8) virtual electrical meters at the head-end implementing the deduct and aggregation logic indicated on the Contract Drawings.

Current sensor selection and sizing shall comply with Article 2.03. Sensor window clearance and physical compatibility with installed conductors and switchgear shall be field verified prior to procurement.

ELECTRIC METER SCHEDULING
Tag Location Channels Measured Circuits
SC-01 Substation 9C / FP-DP — 480/277V 8 8
SC-02 Transformer at Substation 9C — 208/120V 8 5 + 3 spare SC-03 SWG-3A, 1311 Canal Blvd — 480/277V 8 8
SC-04 SWG-4A, 1353 Canal Blvd — 480/277V 8 6 + 2 spare
SC-05 Port Admin Panel HV, 1322 Canal — 480/277V 8 1 + 7 future EM-02 1319 Canal Blvd — AWC 1317 Deduct 1 1
TOTAL 41 29 measured
DEFERRED BUILING 23 METERING
Provide for one (1) deferred multi-circuit metering device at Building 23, 1333 Canal Boulevard.

The anticipated configuration consists of eight (8) available channels monitoring five (5) circuits, with three (3) spare channels.

Anticipated monitored circuits consist of the 400A main, two future 100A circuits, the 200A parking-lot lighting circuit, and Panel D.

Final meter and current sensor selection shall be deferred until the utility service has been energized and the actual service voltage, phase configuration, conductor configuration, and Panel D supply have been field verified.

Building 23 metering equipment is not included in the Agent's allowance.

INITIAL CURRENT SENSOR SCHEDULE – BASIS OF DESIGN
Sensor Type Rated
Primary Metering Points Sensors
Split-core, 333 mV 100 A 9 27
Split-core, 333 mV 200 A 8 24
Split-core, 333 mV 400 A 5 15
Split-core, 333 mV 600 A 1 3
Split-core, 333 mV 800 A 3 9
Split-core, 333 mV 1000 A 1 3
Rogowski, flexible 2000 A 2 6
TOTAL 29 87
Current sensor quantities, types, and ratings shown above establish the basis of the Agent's lump-sum price. Final sensor selection shall comply with Article 2.03 and shall be subject to verification of conductor size, available window clearance, protective-device rating, and field conditions prior to procurement. Changes required due to conditions identified through required field verification shall be administered in accordance with the Contract provisions governing changes in the Work.

WATER METERING
Furnish eighteen (18) water meters producing twenty (20) pulse registers.

Water metering shall consist of:
• Two (2) three-inch compound meters serving the finger piers. Each compound meter shall provide two • pulse registers, for a total of four (4) pulse registers. • Eight (8) Phase 1 single-element meters serving building and slip locations. • Five (5) Phase 2 single-element meters serving basin takeoffs. • Three (3) Phase 2 single-element meters serving building services. • Meter type, sizing, pulse output, installation, and performance shall comply with Article 2.04. • Meter sizes indicated as unverified on the Contract Drawings shall be field verified prior to procurement.

WIRELESS COMMUNICATIONS
Provide a complete 900 MHz wireless communications network in accordance with Article 2.05.

Basis-of-design powered radio infrastructure shall consist of seven (7) nodes, including:
• One (1) hub/repeater.
• Three (3) repeaters.
• Three (3) endpoints.

Furnish sixteen (16) battery-powered wireless pulse-counting nodes serving the eighteen (18) water meters and twenty (20) pulse registers.

Pulse-counting nodes shall consist of:
• Four (4) two-input nodes.
• Twelve (12) single-input nodes.

Where the selected pulse-counting equipment does not provide the input capacity assumed herein, provide additional nodes necessary to accommodate all twenty (20) pulse registers.

GATEWAY AND SOFTWARE
Furnish one (1) data gateway located at the Port Administration IT closet.

Furnish hosted head-end software licensing for one (1) year from Substantial Completion.

Network drops, switch ports, IP address assignment, and firewall rules shall be provided by Port IT.

Head-end functionality shall comply with Article 2.06.

VIRTUAL METERS
Configure eight (8) virtual meters at the head-end from the physical metering points identified herein to implement the deduct and aggregation logic indicated on Drawing M-3. Virtual meters require no additional field hardware.

PART 3 — EXECUTION

3.01 COORDINATION
The Contractor shall include the Agent in coordination meetings addressing electrical rough-in, switchgear access, terminal operations scheduling, and de-energization windows.

The Agent shall conduct a pre-installation conference with the Electrical Subcontractor prior to the start of installation, reviewing sensor placement, orientation, phase association, and labeling conventions.

Terminal operations shall not be interrupted. Work requiring de-energization shall be scheduled through the Port's operations representative with not less than [fourteen (14)] days notice.

3.02 INSTALLATION
The Contractor shall install all equipment furnished by the Agent in accordance with the Agent's shop drawings and the manufacturer's published instructions.

Current sensors shall be installed with the polarity marking oriented toward the load and on the phase indicated on the sensor schedule. Sensor leads shall be routed and labeled such that phase association is traceable without disassembly.

Metering potential connections shall be fused in accordance with the Agent's shop drawings. Control power shall be derived as indicated and shall not be taken from a circuit being metered unless so shown.

Water meters shall be installed in the orientation and flow direction indicated by the manufacturer, with upstream and downstream straight pipe runs not less than the manufacturer's published minimum. Strainers, isolation valves, and test tees shall be provided as indicated. Meters shall not be installed in a location subject to freezing without thermal protection.

Piping shall be flushed prior to meter installation. Meters shall not be used to flush debris from new or modified piping.

Sensor secondary circuits shall not be left open on an energized primary. Shorting provisions shall be used as indicated for any sensor with a current-output secondary.

3.03 AGENT OVERSIGHT
The Agent shall provide on-site oversight during installation at intervals sufficient to verify conformance, including at minimum an initial visit at the start of installation at each switchgear location and a verification visit upon completion of installation at each location.

The Agent shall have the authority to direct correction of installation nonconformance affecting metering accuracy or system function. Such direction shall be issued in writing to the Prime Contractor.

The Agent shall not perform corrections directly. All corrective work shall be performed by the Electrical Subcontractor.

3.04 DEFERRED SIZING REVIEW AND DEVICE REPLACEMENT
Trending
From Substantial Completion the metering system logs interval data continuously at every electrical and water metering point. No temporary or supplemental logging is required for the purposes of this Article; the installed system is the instrument of record.

Interval data shall be retained in full resolution for not less than the period between Substantial Completion and completion of the Sizing Review, and shall not be summarized, decimated, or purged during that period.

Sizing Review
Not earlier than [six (6)] months and not later than [twelve (12)] months following Substantial Completion, the Agent shall perform a Sizing Review analyzing accumulated interval data at every metering point.

For each electrical metering point the Review shall determine: minimum, average and peak recorded current; the percentage of rated primary current represented by each; and the frequency, magnitude and duration of intermittent excursions.

For each water metering point the Review shall determine: minimum, average and peak recorded flow rate; the relationship of each to the meter's published low-flow threshold and normal test flow range; and, where determinable from the data, the proportion of operating hours spent below the low-flow threshold.

The Review shall be issued as a written report identifying each point recommended for device replacement, each point recommended for retention, and the basis for each recommendation.

Replacement Criteria
Electrical: a current sensor shall be recommended for replacement where a sensor of lower rated primary current would place the recorded operating load within the manufacturer's stated accuracy range without risk of over-range operation at the recorded peak, with margin for intermittent loads.

Water: a meter shall be recommended for replacement where a smaller meter would place the recorded operating flow within its normal test flow range, and where the recorded peak flow remains within the smaller meter's maximum continuous flow rating.

A water meter shall NOT be recommended for downsizing where the service must retain capacity to deliver a peak flow exceeding the smaller meter's maximum continuous rating. Sustained over-range operation of a displacement meter causes accelerated wear of the measuring chamber, increased pressure loss, and premature failure, and is a worse outcome than under-registration at low flow.

Compound meters are not ordinarily candidates for downsizing, as compound construction already extends the accuracy range across low and high flow. Downsizing a compound meter shall be recommended only where the recorded flow profile does not justify compound construction at all.

No recommendation shall reduce a meter below the smallest size available for the service connection, nor below the size required by any applicable plumbing code or fire-flow requirement.

Assumed Replacement Quantities for Bidding
ELECTRICAL: For bidding purposes, it shall be assumed that fifty percent (50%) of the installed current sensors will require replacement as a result of the Sizing Review.

WATER: For bidding purposes it shall be assumed that fifty percent (50%) of the installed water meters will require replacement with a smaller meter as a result of the Sizing Review.

These quantities are an assumed basis for bidding and are not an estimate of actual conditions. Actual replacement quantities shall be established by the Sizing Review. Variance between the assumed and actual quantities shall be reconciled using the unit prices stated under Article 1.04, as a credit to the Port where fewer devices are replaced and as an addition where more are replaced.

Second Mobilization
The Prime Contractor shall include in its price a second mobilization, occurring after the Sizing Review, for the purpose of device replacement. This mobilization is part of the Work and is not a change order.

The Electrical Subcontractor's price shall include, for the assumed quantity under Article 3.04: coordination and scheduling of de-energization windows at an operating terminal; removal and replacement of current sensors; retermination and re-labelling of sensor leads; and attendance in support of the Agent's re-verification.

The Plumbing Subcontractor's price shall include, for the assumed quantity under Article 3.04: isolation and dewatering of the affected service; removal and replacement of meters; provision of spool pieces or adapters to accommodate the difference in lay length between meter sizes; re-pressurization and leak check; disinfection and flushing where required by the water purveyor; and attendance in support of the Agent's re-verification.

Terminal operations shall not be interrupted. Shutdown and service interruption windows shall be scheduled through the Port's operations representative with not less than [fourteen (14)] days notice, as required by Article

3.01. The Agent's scope during the second mobilization is limited to directing device selection and placement, reconfiguration of meter parameters, re-verification under Article 3.06, and documentation under Article 3.07. The Agent shall not perform installation, wiring, terminations, or piping work.

Where the determination under Article 1.09 establishes that the devices are commercial devices subject to sealing, device replacement or alteration of a sealed configuration parameter shall be performed with the involvement of a Registered Service Agent, and the affected devices shall be re-sealed and re-registered as required. The Prime Contractor's second mobilization price shall include that attendance. This obligation does not fall to the Agent, per Article 1.09.

Documentation
Replaced devices shall be re-verified in accordance with Article 3.06 and documented in accordance with Article

3.07. The Sensor Operating Record and the water metering record shall be reissued for every affected point, showing the original device, the replacement device, and the recorded data on which the change was based.

Devices removed from service shall be tagged with the point designation and date of removal and turned over to the Port or disposed of at the Port's direction.

3.05 COMMISSIONING
The Agent shall commission the complete system, including at each metering point: verification of current sensor ratio configuration against the installed sensor; verification of sensor polarity and phase association; verification of potential connections and phase rotation; confirmation of communications and link margin; and confirmation of data arrival, timestamp accuracy, and point naming at the head-end.

Phase association shall be verified by a method that positively confirms the correspondence of each current input to its corresponding voltage input under load. Verification by inspection of wiring alone is not acceptable.

The Agent shall verify end-to-end data integrity by comparison of head-end interval data against meter-local registers over a period of not less than [seventy-two (72)] hours.

At each water metering point the Agent shall verify: correct pulse weight configuration against the meter nameplate or register; correct pulse polarity and debounce settings; accumulation and reporting of counts at the head-end; and correct conversion to engineering units. Verification shall include confirmation that counts accumulated during an induced communications outage are recovered without loss.

The Agent shall extract from the verification period described in Article 3.05 the minimum, average, and peak recorded current at each metering point, and shall record those values as the commissioning baseline required by Article 3.07. This baseline is a limited sample and is not a substitute for the Sensor Sizing Review required by Article

3.04. 3.06 ACCURACY VERIFICATION
Meters shall arrive with factory calibration or factory test certification traceable to NIST. Certificates shall be submitted under Article 1.07. Field recalibration of meters is not required and shall not be performed.

Field verification under this Section confirms correctness of installation and configuration, not instrument accuracy.

Provision of a load bank, artificial fixed load, resistive test load, portable reference standard, or temporarily installed reference meter is NOT required by this Section, and no de-energization is required for the purpose of accuracy verification.

At each electrical metering point the Agent shall confirm: that the current sensor ratio configured in the meter matches the sensor physically installed; that sensor polarity and phase association are correct; that potential connections and phase rotation are correct; and that reported values are dimensionally plausible and internally consistent, including agreement among per-phase current, voltage, power factor, and calculated power.

Where a metering point is energized and carrying load at the time of verification, the Agent shall compare metered per-phase current against a clamp-on measurement of the same conductor. Agreement within [ten percent (10%)] confirms correct sensor ratio and orientation. This is a configuration check, not an accuracy determination, and no instrument of stated accuracy class is required for it.

Where a metering point carries no load or negligible load at the time of verification, the check required by Article

3.06 shall be deferred to the next site visit or satisfied by review of accumulated interval data once load appears.

Absence of load at the time of verification shall not delay acceptance.

Water metering shall be verified by comparison of head-end accumulated volume against the meter's own register over a period of not less than [seven (7)] days of normal operation. Agreement within [one percent (1%)] shall constitute acceptance. Disagreement indicates a pulse weight, debounce, or count recovery error and shall be resolved rather than reconciled by adjustment factor. At compound meters each register shall be compared individually in addition to the summed total. No flow standard, test bench, or calibrated flow reference is required.

Water meters shall arrive with factory test certificates. Field testing of water meter accuracy against a calibrated flow standard is not required by this Section.

3.07 DOCUMENTATION
The Agent shall furnish a commissioning report containing: the as-commissioned sensor schedule; pre-shipment configuration records; per-point verification results; wireless link margin results; identification and resolution of all deficiencies; and factory calibration certificates.

The Agent shall furnish record drawings reflecting as-installed conditions, incorporating the Electrical Subcontractor's field markups for raceway and conductor routing.

The Agent shall furnish an operations and maintenance manual covering system architecture, device inventory with locations and addresses, configuration parameters, head-end operation, tenant billing report generation, routine maintenance, and troubleshooting.

The commissioning report shall include, for every metering point, a Sensor Operating Record stating: circuit designation; protective device frame rating, trip setting, and rating plug; installed sensor model and rated primary current; the basis on which the sensor was selected; minimum, average, and peak current recorded during the verification period; the percentage of rated primary current represented by each; and an explicit statement whether the recorded load falls within, or below, the manufacturer stated accuracy range for the installed sensor.

Metering points at which recorded load falls below the manufacturer stated accuracy range shall be listed together in a single schedule within the commissioning report, identified as candidates for the Sensor Sizing Review required by Article 3.04, and transmitted to the Port as a distinct deliverable.

The commissioning report shall include, for every water metering point: service designation; line size; meter type, size, and model; configured pulse weight for each register; crossover flow rate where applicable; observed flow range during the verification period; and the result of the register comparison required by Article 3.06.

3.08 TRAINING
The Agent shall provide not less than [eight (8)] hours of on-site training to Port personnel covering system operation, head-end navigation, report generation, tenant billing workflow, alarm response, and first-level troubleshooting.

Training shall be recorded and the recording furnished to the Port.

3.09 ACCEPTANCE
Substantial Completion of the Work of this Section requires: all metering points reporting to the head-end; all deficiencies corrected and re-verified; the commissioning report accepted by the Engineer; record documents and O&M manuals submitted; training completed; and the sensor allowance reconciled.

The Port may withhold acceptance of any metering point at which accuracy cannot be substantiated under Article

3.06 until the condition is resolved.

MEASUREMENT AND PAYMENT

1. This contract includes an allowance noted as Bid Item 128 “Meter and Communication Equipment Supply and Commissioning Agent”. The value of this allowance includes the following components:

Component Amount
Project Administration, Project Management, System Engineering, Design, Equipment Pre-Programming, and Cloud Software Configuration $71,800 Metering Material and Hardware, Pre-Programmed, Including Freight $131,296 Contractor Coordination, Installation Oversight, System Commissioning, Field Testing, Data Validation, and Owner Training $83,400 Richmond, California Sales Tax on Materials at 9.75% $12,801 Deferred Sizing Review and Second Mobilization — Agent Scope $9,200 Total Allowance $308,498
The Engineer will pay this item on a percent complete in accordance with the progress of the work.

2. The contract lump sum price paid for “Electrical Meter Installation”, “Water Meter Installation”, and “Communications Infrastructure Installation” (Bid Items 129A, 129B, and 129C) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing the meter system, complete in place, including coordination with the Agent, as shown on the plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

3. The contract unit price paid per each “Deferred Current Sensor Replacement” and “Deferred Water Meter Replacement” (Bid Item 130 and 131) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved returning to the site to replace meters, complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.

The Agent will supply the current sensor and water meter to the Contractor. The Contractor shall include the following costs in their bid for each item:
• Current Sensor Replacement: $400 each. Includes device selection, provision, reconfiguration, reverification, and documentation by the Agent. • Water Meter Replacement: $3,000 each. Includes device selection, provision, reconfiguration, reverification, and documentation by the Agent.”

7. The Engineer deletes the Bid Schedule and replaces it with the attached.

END ADDENDUM NUMBER 2
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9/3/2026 12:22 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

SITE IMPROVEMENTS

Page 02 of 211 ends

2 2

PROVIDE OUTDOOR TABLE WITH

FOUR CHAIRS AND UMBRELLA

ALL MATERIALS MUST BE STAINLESS STEEL BOLT TABLE TO GROUND PROVIDE CABLES FOR CHAIRS RIGGERS LOFT INSTALL SAFETY CAGE SEE INSTALL SAFETY CAGE SEE 2G-2 3G-2 A REPLACE ROLLUP DOOR SEE 4G-2 INSTALL INTERPRETIVE SIGN - BOLT TO ASPHALT SEE 5G-2 INSTALL 14 FT 8' TALL CHAIN LINK FENCE (NO SLAT) PER STANDARD PLAN A85 INSTALL 6.5 FT 8' TALL CHAIN LINK FENCE (NO SLAT) PER STANDARD PLAN A85 INSTALL 8 FT 8' TALL CHAIN LINK FENCE (NO SLAT) PER STANDARD PLAN A85 INSTALL 2.5 FT 8' TALL CHAINLINK FENCE (NO SLAT) PER
STANDARD PLAN A85
INSTALL 8 FT 8' TALL CHAIN LINK SWING GATE
25'-0"
14'-0"
6" 11'-0" T.O. PARAPET BOT. OF TRUSSES MEZZANINE LEVEL MAIN LEVEL E D C B A 9'-4" +/- 7'-8" +/- 7'-8" +/- LADDER BRACKET, TYP. REMOVE AND REPLACE THE LADDER WITH AN OSHA COMPLIANT LADDER AND CAGE ON SHEET METAL WALL WITH WOOD FRAMING SEE NOTES. CONC. FACADE SHEET METAL FACADE 25'-0"
14'-0"
6" 11'-0" T.O. PARAPET BOT. OF TRUSSES MEZZANINE LEVEL MAIN LEVEL A B C D E 9'-4" +/- 7'-8" +/- 7'-8" +/- LADDER BRACKET, TYP. REMOVE AND REPLACE THE LADDER WITH AN OSHA COMPLIANT LADDER AND CAGE ON CONCRETE WALL SEE NOTES. NOTES 1. EXISTING FIXED LADDER IS APPROXIMATELY 16 FEET IN LENGTH AND IS ACCESSED BY A PORTABLE EXTENSION LADDER. REMOVE EXISTING LADDER. 2. PROVIDE AND INSTALL FULL HEIGHT LADDER AND SAFETY CAGE. THE UNIT SHALL BE CONSTRUCTED OF ALUMINUM OR FIBER GLASS. 3. UNIT SHALL HAVE A SECURITY GATE AT ITS BASE. 4. LOCATE BOTTOM OF CAGE 7'-0" MINIMUM AND 8'-0" MAXIMUM ABOVE THE LOWEST FIXED-LADDER RUNG. 5. PROVIDE FLARED ENTRY AND VERIFY THAT THE PORTABLE-TO-FIXED-LADDER TRANSITION PROVIDES UNOBSTRUCTED THREE-POINT CONTACT. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. REPLACE 9'-11" x 8'-9" ROLLING STEEL DOOR WITH CHAIN HOST INCLUDE ALL HARDWARE COMPONENTS STEEL TO BE 24 GAUGE GALVANIZED PAINTED TO MATCH EXISTING BUILDING DOORS 9/3/2026 12:22 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

RIGGERS LOFT IMPROVEMENTS

Page 03 of 21 ends

Graphic Scale (in feet)
0 1 inch = 20 ft. 20 20 40 REMOVE TREE SEE
2G-5
9/3/2026 12:22 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

TREE REMOVAL

Page 05 of 21 ends

=
1 TREE REMOVAL PLAN 1" 20'
2 SCALE: NTS
2 TREE REMOVAL AT CAFETERIA BUILDING
Graphic Scale (in feet)
0 1 inch = 20 ft. 20 20 40
STOP MPH 15 MPH SLOW 15 MPH SLOW 15 SLOW
MPH 15 SLOW INSTALL 275 LF OF MIDWEST GUARDRAIL SYSTEM (SEE CALTRANS STD PLAN A77L2) INSTALL TYPE SFT-M END ANCHOR (SEE CALTRANS STD PLAN A77S1) INSTALL TYPE SFT-M END ANCHOR (SEE CALTRANS STD PLAN A77S1) 9/3/2026 12:22 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

TRAFFIC BARRIER INSTALLATION

Page 05 of 21 ends

=
1 TRAFFIC BARRIER INSTALLATION 1" 20'
2 MPH
15 SLOW
MPH
15 SLOW
BASIN 4
BASIN 5

RIGGERS

LOFT GENERAL
WAREHOUSE BERTH 5
BERTH 6
WV WM

RED OAK WATER

SERVICE
WV WM

SEA SCOUTS

WATER SERVICE
EXISTING 12" STEEL

WATER PIPELINE ON

BULKHEAD
WV

VALVE CLOSED
2" WATER LINE

INSTALLED IN
2025
2" WATER LINE

INSTALLED IN
2025
WV
SS
(EX) BLIND

CONNECTION

INSTALL MANHOLE
< 5' DEEP
EX 6" FORCE MAIN

UNDERGROUND
EX 6" FORCE

MAIN HANGING

UNDER DOCK
EX 6" FORCE MAIN

PENETRATING

GRAVING BASIN

1.6% ±
EX 4" SS

INSTALLED
IN 2015

EX SSMH
FILLED

WITH SOIL
SS (-7')
FROM

SURFACE
INV 8.4±
TO RED
OAK

EX PORT
OFFICE

LATERAL

EX ACTIVE

LATERAL

ACTIVE LATERAL
SS (-3') FROM

SURFACE
INV 12.6±

EXISTING
6" SEWER

ABANDONED
STORM

DRAINAGE SANITARY
SEWER MH 1

EX SSMH 2

CAST IRON SS

REMOVE VALVE AND CAP
LINE INSTALL 2" COPPER

EXTENSION WITH SWING

VALVE SEE DETAIL
WV
INSTALL 12" WATER

GATE VALVE ON MAIN

TO GRAVING BASINS -

EXISTING PIPE IS HDPE
1 U-1
INSTALL 4"

KNIFE-GATE

VALVE IN

TRAFFIC
RATED

ENCLOSURE

REMOVE AND REPLACE
(E) WATER VALVE
WV
Graphic Scale (in feet)
0 1 inch = 40 ft.
40 40 80
MPH
15 SLOW
SLOW MPH 15 SLOW

PROCESSING

BUILDING

REPLACE DRAIN

INLET GRATE
SUBARU

WATER SERVICE

TO PROCESSING

BUILDING

WATER SERVICE

TO SUBARU

WATER SERVICE

TO CAR WASH
WV
WV

INSTALL GATE

VALVES TO

BUILDING WATER

SERVICE WMWM

INSTALL WATER

METER IN TRAFFIC

RATED BOX SEE
SHEET M-4

LOCATE WATER SERVICES

IN AREA TO CONFIRM
CONFIGURATION MPH 15 SLOW
SLOW
RAIL
WV

INSTALL GATE

VALVE TO RAIL

BUILDING WATER

SERVICE
WM

INSTALL WATER

METER IN TRAFFIC

RATED BOX SEE
SHEET M-4 8/31/2026 12:12 PM#### POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE Project Address: 1322 Canal Blvd, Richmond Contra Costa California Designed By:

Checked By:

Drawn By: AG Date Rev RCSAG
Sheet No.

Scale:

Date: 08.05.2026
Permit. No.

Proj. No. 2300125
Prepared Under the Direction
of: 415.883.9850 Engineering Land Surveying Landscape Architecture CSWST2.com 78 Railroad Avenue Richmond, CA 94801 PORT OF RICHMOND U-1UTILITY PLAN

Page 15 of 21 ends

1" = 40'

UTILITY PLAN
SCALE: HOR. 1"=40'

UTILITY PLAN AT PROCESSING BUILDING
SCALE: HOR. 1"=40'
MATCH LINE SEE SHEET U-2
SCALE: NTS 1 PIPE MODIFICATION

UTILITY PLAN AT RAIL BUILDING
SCALE: HOR. 1"=40'
2 MPH
15 SLOW
MPH
SLOW
15 MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW
MPH
15 SLOW R-E
37 -> 49 R-F
37 -> 53
R-G
1 -> 21
R-H
1 -> 43
CANAL BLVD RAIL LOADING CANAL BOULEVARD LEGENDWEED ABUTMENT/SEAL CRACK SEE MILL 2" ASPHALT AND REPLACE WITH NEW 2" ASPHALT LIFT - APPROXIMATE SIZE SHOWN AxB 1C-2 CONSTRUCTION NOTES. 1. PAVEMENT REPAIR LIMITS TO BE MARKED WITH ENGINEER IN FIELD. 2. SLURRY LIMITS SHOWN ARE APPROXIMATE. ADJUST IN FIELD AS DIRECTED BY ENGINEER. 3. KEEP SLURRY OFF FENCES, BOLLARDS, AND PAINTED BERMS. 4. CONTRACTOR TO CLOSE NO MORE THAN 25% OF THE PARKING AREA IN ONE STAGE. ALL WORK TO BE COORDINATED WITH
TENANT AND PORT. 5. WORK ON DOCK REQUIRES SUPERVISION BY AWC. 6. CRACK REPAIR IS TYPICALLY AT THE EDGE OF THE FACILITY

BETWEEN THE PAVEMENT AND THE SHOTCRETE CONCRETE
PAVING - SEE DETAIL 1 ON SHEET C-2. THIS IS WITHIN THE OU-1 CAP AREA - NO DIGGING WITHIN THIS AREA WITHOUT APRPOVAL. 9/3/2026 1:56 PM ####

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
Project Address:
1322 Canal Blvd,
Richmond
Contra Costa
California
Designed By:

Checked By:

Drawn By:

PAVEMENT REPAIRS

Page 10 of 21 ends

0 80 160 1 IN = 80 FT PAVING PLAN SCALE: HOR. 1"=80' MATCHLINE SEE SHEET C-3 MATCHLINE SEE SHEET C-1
2 City of Richmond

BASE BID

ITEM DESCRIPTION QUANTITY UNIT

UNIT COST
($/UNIT)
COST
($)
101 Mobilization/ Demobilization 1 LS
102 Remove Forklift 2 EA
103 Remove Boiler 1 EA
104
Remove Lights and
Miscellaneous Concrete
1 LS
105
Remove Concrete Slab and
Fencing
600 SF
106 Remove Miscellaneous Signs 3 EA
107 Pavement Repair 32,000 SF
108 New Asphalt Section 600 SF
109 Sinkhole Repair 400 SF
110 Asphalt Mill and Overlay 520 TON
111 Install Asphalt Berm 100 LF
112A Crack Seal Prior to Slurry Seal 45,000 LF
112 Slurry Seal 430,000 SY
113 Concrete to Asphalt Crack Seal 3,100 LF
114
Thermoplastic Marking and
Delineation
1 LS
115 Paint Marking and Delineation 1 LS
116 Markers and Delineators 1 LS
117 Install Roadway Signs 3 EA
118 Replace Storm Drain Grate 1 EA
119 Install Drain Inlets 3 EA
120 Slip Line Storm Drain 800 LF
121 Install Sanitary Sewer Manhole 1 EA
122 Install Sewer Shut off Valve 1 EA

BID SCHEDULE
2026 TERMINAL MAINTENANCE
Bid Schedule
15 City of Richmond

ITEM DESCRIPTION QUANTITY UNIT

UNIT COST
($/UNIT)
COST
($)
123
Cap Water Line and Install 2"
Service
4 EA
124
Remove Gate Valve and Install
Ball Valve
1 EA
125
Install Underground 12" Water
Valve
1 EA
125B
Remove and Replace
Underground 12" Water Valve
1 EA
126
Install Underground 4" Water
Valve
4 EA
127 Install Water Meter Box 3 EA
128
Meter and Communication
Equipment Supply and
Commissioning Agent
1 ALLOW 308,498 $308,498
129A
Electrical Metering System
Installation
1 LS
129B
Water Metering System
Installation
1 LS
129C
Communication and
Infrastructure Installation 1 LS
130
Deferred Current Sensor
Replacement
44 EA
131
Deferred Water Meter
Replacement
9 EA
132 Install Building Ladder and Cage 2 EA
133 Replace Rollup Door 1 EA
134 Install Outdoor Table and Chairs 1 EA
135 Install Osprey Pole and Nest 3 EA
136 Install Large Fender 7 EA
137 Install Small Fender 4 EA
138 Install Solar Light 14 EA
139 Install Intepretative Panel 1 EA
140
Install Chainlink Fence and
Gate
95 LF
141 Tree Removal 1 EA
142 Midwest Guardrail System 275 LF
Bid Schedule
16 City of Richmond

ITEM DESCRIPTION QUANTITY UNIT

UNIT COST
($/UNIT)
COST
($)
143
End Anchor Assembly (Type
SFT-M)
2 EA
144 Supplemental Work * 1 Allow 200,000 $200,000
The undersigned acknowledges the receipt of the following addenda to the drawings and specifications.

Dated

CONTRACTOR
Signature
(Written in text)
Note: Items marked with an asterisk (*) are contingent - See Special Provisions Section 5-1.10 for a summary of those Bid Items which are contingent.

Total Base Bid Amount: $
Total Base Bid Amount: $
(Written in numerals)
Print or Type Name and Title
Addendum No. Date
1 2
The undersigned hereby certifies that they understand and agree that the items listed as Bid Alternates may be incorporated into the Contract Documents at the discretion of the City depending on the financial resources available at the time the contract is awarded. The undersigned herby certifies they understand and agree that regardless of whether the City incorporates the use of the Bid Alternates, the Low Bidder will be determined by the Total Bid (as shown above); which is the total of the Base Bid.

The undersigned hereby certifies that he has an appropriate license, issued by the State of California to provide this work; that such license will be in full force and in effect throughout the duration of construction; and that any and all subcontractors to be employed on this project will be similarly licensed.

California Contractor’s License No.

Bid Schedule
17 Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT F

INSURANCE PROVISIONS
☐ CHECK HERE IF RISK MANAGEMENT HAS APPROVED WAIVING INSURANCE REQUIREMENTS FOR THIS CONTRACT.

1. CERTIFICATES: Before the commencement of the terms of this Contract, and during the entire term of this Contract and any extension or modification thereof, Contractor shall furnish the City’s Risk Manager with certificates showing the type, amount, class of operations covered, effective dates and dates of expiration of insurance coverage in compliance with coverage requirements set forth by the City and incorporated herein.

Such certificates, which do not limit Contractor’s indemnification, shall also contain substantially the following statement:
“Should any of the above insurance covered by this certificate be canceled or coverage reduced before the expiration date thereof, the insurer affording coverage shall provide thirty (30) days’ advance written notice to the City of Richmond.

Attention: Risk Manager.”
Contractor shall maintain in force at all times during the performance of this Contract all appropriate coverage of insurance required by this Contract with an insurance company licensed to offer insurance business in the State of California with a current A.M. Best’s rating of no less than A:VII or Standard & Poor’s Rating (if rated) of at least BBB unless otherwise acceptable to the City. Contractor shall deliver updated insurance certificates to the City at the address set forth in Exhibit C prior to the expiration of the existing insurance certificate for the duration of the term of Contract.

Endorsements naming the City, its City Council, boards, commissions, officials, employees, agents, and volunteers as additional insured shall be submitted with the insurance certificates.

2. COVERAGE REQUIREMENTS: The City’s insurance requirements depend upon the type of service being provided and/or the provider. The City’s insurance requirements will fall into one of the following categories (unless otherwise provided by the City):

Consultants and Contractors – Type 1
Professional Services – Type 2
Environmental Risk/Hazardous Waste Material – Type 3
Lease of City Property – Type 4
Vendors, Suppliers, Small Grant Recipients & Nonprofit Organizations – Type 5 Transportation Providers – Type 6
Professional Services Pyrotechnics – Type 7
Cyber and I.T. Risks – Type 8
Contract No: ________ For the Contract between the City of Richmond and
_____________________________
The insurance requirements classification applicable to this Contract shall be attached to this Exhibit F and made a part hereof.

3. FAILURE TO SECURE: If Contractor at any time during the term hereof should fail to secure or maintain the foregoing insurance, the City shall be permitted to obtain such insurance in Contractor’s name or as an agent of Contractor and shall be compensated by Contractor for the costs of the insurance premiums at the maximum rate permitted by law and computed from the date written notice is received that the premiums have not been paid.

4. SUFFICIENCY OF INSURANCE: The insurance limits required by the City are not represented as being sufficient to protect Contractor. Contractor is advised to consult Contractor’s insurance broker to determine adequate coverage for Contractor. The coverage and limits shall be (1) the minimum coverage and limits specified in this Contract; or (2) the broader coverage and maximum limits of the coverage carried by or available to Contractor; whichever is greater.

INSERT INSURANCE REQUIREMENTS CLASSIFICATION APPLICABLE TO THIS CONTRACT: (IF NECESSARY, CONFIRM WITH RISK MANAGER)
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors
Type 1 – Page 1 of 4
Revised: September 2011
In all instances where a CONTRACTOR or its representatives will be conducting business and/or providing services, the City requires the following MINIMUM insurance requirements and limits.

CONTRACTOR shall procure and maintain for the duration of the contract, agreement, or other order for work, services or supplies, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the CONTRACTOR, its agents, representatives, employees or subcontractors. Maintenance of proper insurance coverage is a material element of the contract. Failure to maintain or renew coverage or to provide evidence of renewal may be treated by the City as a material breach of contract.

CONTRACTOR agrees that in the event of loss due to any of the perils for which it has agreed to provide Commercial General Liability insurance, CONTRACTOR shall look solely to its insurance for recovery. CONTRACTOR hereby grants to CITY, on behalf of any insurer providing Commercial General Liability insurance to either CONTRACTOR or CITY with respect to the services of CONSULTANT herein, a waiver of any right to subrogation which any such insurer of said CONTRACTOR may acquire against the CITY by virtue of the payment of any loss under such insurance.

Original, signed certificates and original, separate policy endorsements, naming the City as an additional insured for general liability, as well as a waiver of subrogation for Workers’ Compensation insurance, shall be received and approved by the City before any work may begin. However, failure to do so shall not operate as a waiver of these insurance requirements.

City reserves the right to modify or require additional coverages for specific risk exposures depending on scope of CONTRACTORS work.

Minimum coverage is detailed below. The policy limits of coverage shall be made available to the full limits of the policy.

The minimum limits stated herein shall not serve to reduce the policy limits of coverage of CONTRACTOR.

Minimum Scope of Insurance – the following forms shall be provided and coverage shall be at least as broad as the following:

1. Insurance Services Office Commercial General Liability coverage (ISO Occurrence Form CG 0001) including coverage for bodily and personal injury, property damage, and products and completed operations.

2. Insurance Services Office Automobile Liability coverage (ISO Form CA 0001, Code 1, Any Auto)

3. Original and Separate Additional Insured Endorsements for General Liability (ISO Form CG 20 10 11/85 or its equivalent) with primary and non-contributory language.

4. Workers’ Compensation Insurance as required by the State of California including Employer’s Liability coverage.

5. Original and Separate Waiver of Subrogation for Workers’ Compensation and Builder’s Risk/ Course of Construction Insurance.

6. Builder’s Risk/Course of Construction insurance covering all risks of loss less policy exclusions when the City of Richmond has a financial interest in the property. – (Only required for Construction Contracts involving property)

7. Contractor’s Pollution Liability (if applicable for Construction Contractors) Required Coverage Minimum Limits
Workers’ Compensation and
Employers’ Liability
Statutory limits as required by the State of California including $1 million Employers’ Liability per accident, per employee for bodily injury or disease.

If CONTRACTOR is self-insured, provide a certificate of Permission to SelfInsure, signed by the California Department of Industrial Relations and SelfInsurance. If contractor is a sole proprietor (has no employees) than contractor must sign “Contractor Release of Liability” found at:
http://www.ci.richmond.ca.us/index.aspx?nid=61.
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors
Type 1 – Page 2 of 4
Revised: September 2011

PROJECT COST REQUIRED LIMIT
$0 - $5 million $2 million p/o
$5 million - $10 million $5 million p/o
Over $10 million $10 million p/o
Fireworks $5 million p/o
General Liability
(primary and excess limits
combined)

Includes coverage for bodily injury, personal injury, property damage and products and completed operations. The policy shall not exclude coverage for XCU perils (explosion, collapse, or damage to underground property).

If the policy includes a general aggregate, either the general aggregate shall apply separately to this project, service or location or the minimum required aggregate limit shall be twice the per occurrence limit ($4 million aggregate limit).

Policy shall be endorsed to name the City of Richmond as an additional insured per the conditions detailed below.

Automobile Liability $1,000,000 per occurrence for bodily injury and property damage.

Builders’ Risk/Course of
Construction – Covers property
under construction, repair or
renovation as well as equipment
and materials to be installed.
(Only required for Construction
Projects involving property and
equipment installation.)
Coverage shall include all risks of direct physical loss, excluding earthquake, for an amount equal to the full completed value of the covered structure or replacement value of alterations or additions, including soft costs and business interruption.

If the project does not involve new or major reconstruction, an Installation Floater may be acceptable. For such projects, a property installation floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken or destroyed during the performance of the Work, including during transit, installation and testing at the City of Richmond’s site.

The City of Richmond shall be named as loss payee as its interest may appear. The insurer shall waive all rights of subrogation against City.

Contractor’s Pollution Liability (if
applicable)
Protects against:
unexpected/unintended release of
pollution resulting from contractors
covered operations such as:

HVAC, paving, carpentry, pipeline
& tank installation, drillers,
remediation contractors,
maintenance, mechanical,
demolition, excavation, grading,
street/road construction,
residential & commercial builders.

Same limits as General Liability.

Required Policy Conditions
A. M. Best Rating A:VII or Better. If the A.M. Best Rating falls below the required rating, CONTRACTOR must replace coverage immediately and provide notice to City.

Additional Insured Endorsement Applicable to General Liability Coverage.

The City of Richmond, its officers, officials, employees, agents and volunteers are to be named as additional insureds for all liability arising out of the operations by or on behalf of the named insured, including but not limited to bodily injury, deaths and property damage or destruction arising in any respect directly or indirectly in the performance of this contract.

ISO form CG 20 10 (11/85) or its equivalent is required. The endorsement must not exclude products and completed operations coverage. If it does, then CG 20 37 (10/01) is also required. ___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors
Type 1 – Page 3 of 4
Revised: September 2011
Additional Insured Endorsement
(continued)
SAMPLE Endorsements can be found at
http://www.ci.richmond.ca.us/index.aspx?nid=61
Primary and Noncontributory The contractor’s insurance coverage must be primary coverage as it pertains to the City, its officers, officials, employees, agents and volunteers. Any insurance or self insurance maintained by the City is wholly separate from the insurance of the contractor and in no way relieves the contractor from its responsibility to provide insurance.

Waiver of Subrogation
Endorsement Form
Contractor’s insurer will provide a Waiver of Subrogation in favor of the City for Workers Compensation and Builder’s Risk/ Course of Construction coverage during the life of this contract.

SAMPLE Endorsements can be found at
http://www.ci.richmond.ca.us/index.aspx?nid=61
Deductibles and Self-Insured
Retentions
Any deductible or self-insured retention must be declared to and approved by the City. At the option of the City either the insurer shall reduce or eliminate such deductibles or self-insured retention as respects the City or the CONTRACTOR shall procure a financial guarantee in an amount equal to the deductible or self-insured retention guaranteeing payment of losses and related investigations, claims administration and defense expenses.

Contractor is responsible for satisfaction of the deductible and/or self-insured retention for each loss.

Loss Payable Endorsement (only
required when Builder’s Risk
and/or Course of Construction
Insurance is required.)
Applicable to Builder’s Risk/Course of Construction naming the City of Richmond as Loss Payee.

SURETY BONDS
(If a Public Works/Engineering
Project)
The Contractor shall provide:

1. A Bid bond

2. A Performance Bond

3. A Payment Bond
Umbrella/Excess Liability Policies
If an Umbrella or Excess Liability Policy is used to meet the liability limits, coverage shall be as broad as specified for underlying coverages and cover those insured in the underlying policies.

Claims-Made Policies
If any insurance policy is written on a claims-made form: 1) the retroactive date must be shown, and must be before the date of the contract or the beginning of contract work. 2) Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. 3) If coverage is canceled or nonrenewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, the Contractor must purchase an extended period coverage for a minimum of five (5) years after completion of contract work.

Subcontractors
CONTRACTOR shall include all subcontractors as insured under its policies or shall furnish to the City for review and approval, separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein.

CONTRACTOR agrees to defend and indemnify the City of Richmond for any damage resulting to it from failure of either CONTRACTOR or any subcontractor to take out or maintain the required insurance policies. The fact that insurance is obtained by CONTRACTOR, and/or CONTRACTOR’s subcontractors, will not be deemed to release or diminish the liability of CONTRACTOR, including, without limitation, liability under the indemnity provisions of this contract. Damages recoverable by CITY from CONTRACTOR or any third party will not be limited by the amount of the required insurance coverage.
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors
Type 1 – Page 4 of 4
Revised: September 2011
Verification of Coverage
All original certificates and endorsements shall be received and approved by the City before work may begin. The City of Richmond reserves the right to require complete, certified copies of all required insurance policies including endorsements affecting the coverage at any time.

Original insurance certificates and required policy endorsements shall be mailed, or delivered to the Designated Project Manager for the City of Richmond.

Insurance certificates and endorsements may be faxed to the Designated Project Manager. However, Contractor must mail the original certificates and endorsements to Designated Project Manager once faxed.

Continuous Coverage
CONTRACTOR shall maintain the required insurance for the life of the contract. Should the CONTRACTOR cease to have insurance as required during this time, all work by the CONTRACTOR pursuant to this agreement shall cease until insurance acceptable to the City is provided. In the event that CONTRACTOR fails to comply with the City’s insurance requirements, the City may take such action as it deems necessary to protect the City’s interests. Such action may include but is not limited to termination of the contract, withholding of payments, or other actions as the City deems appropriate.

If services or the scope of work extend beyond the expiration dates of the required insurance policies initially approved by the City, CONTRACTOR must provide updated certificates and endorsements indicating that the required coverage, terms and conditions are still in place. Renewal certificates and updated endorsements shall be mailed to the Designated Project Manager.

Cancellation
CONTRACTOR shall ensure that coverage shall not be cancelled, reduced or otherwise materially changed except after thirty (30) days’ prior written notice has been given to the City.

Reporting Requirements
Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City, its officers, officials, employees or volunteers.

Consistent with Public Policy
The insuring provisions, insofar as they may be judged to be against public policy shall be void and unenforceable only to the minimum extent necessary so that the remaining terms and provisions herein may be consistent with public policy and thus enforceable.

Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT G

SANCTUARY CITY COMPLIANCE STATEMENT
The undersigned, (hereafter "Contractor"), has had an opportunity to review the requirements of City of Richmond Ordinance 12-18 (hereafter "Sanctuary City Contracting Ordinance" or “SCCO”).

Contractor understands and agrees that the City may choose with whom it will maintain business relations and may refrain from contracting with any person or entity that provides Data Broker or Extreme Vetting services to the U.S. Immigration and Customs Enforcement Division of the United States Department of Homeland Security (“ICE”). Contractor understands the meaning of the following terms used in the SCCO:
a. "Data Broker” means either of the following:
i. The collection of information, including personal information about consumers, from a wide variety of sources for the purposes of reselling such information to their customers, which include both private-sector business and government agencies;
ii. The aggregation of data that was collected for another purpose from that for which it is ultimately used.
b. “Extreme Vetting” means data mining, threat modeling, predictive risk analysis, or other similar services."
Contractor understands that it is not eligible to receive or retain a City contract if at the time the Contract is executed, or at any time during the term of the Contract, it provides Data Broker or Extreme Vetting services to ICE.

Contractor further understands and agrees that Contractor's failure to comply with the SCCO shall constitute a material default of the Contract and the City Manager may terminate the Contract and bar Contractor from bidding on future contracts with the City for five (5) years from the effective date of the contract termination.

By executing this statement, Contractor certifies that it complies with the requirements of the SCCO and that if at any time during the term of the Contract it ceases to comply, Contractor will promptly notify the City Manager in writing. Any person or entity who knowingly or willingly supplies false information in violation of the SCCO shall be guilty of a misdemeanor and subject to a $1,000 fine.

Based on the foregoing, the undersigned declares under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Printed Name: Title:

Signed: Date:

Business Entity:

Richmond City CouncilOctober 6, 2026

Richmond City Council
October 6, 2026