B08_Attach_4_FOVA_309903_FINAL-CD_DWGS.pdf

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Fort Vancouver National Historic SiteRehabilitat
Solicitation number
140P2021R0116
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This document provides details on a federal solicitation opportunity. The solicitation number is 140P2021R0116 issued by the Department of the Interior National Park Service National Office to rehabilitate the historic Main Parade Ground Barracks and Crossroads Parking Lot at Fort Vancouver National Historic Site in Vancouver, Washington. The opportunity type is for a solicitation to conduct rehabilitation work, including repairing and restoring the historic structures and parking areas. No pricing, response dates, or other contract terms are included in this summary document. An attachment file with additional contract drawings is referenced but its contents are not provided.

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Phillip Hymas

Digitally signed by Phillip Hymas Date: 2020.11.13 15:25:53-08'00'

ENG-79373

12/21/20

389/173846 phillip.hymas Fri Nov 13 15:21:00 2020

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12/21/20 phillip.hymas Fri Nov 13 15:26:51 2020

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phillip.hymas Fri Nov 13 15:27:22 2020 by Phillip Hymas Date: 2021.01.27 11:57:39-08'00'

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phillip.hymas Fri Nov 13 15:27:57 2020 by Phillip Hymas Date:

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phillip.hymas Fri Nov 13 15:32:54 2020 by Phillip Hymas Date:

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phillip.hymas Fri Nov 13 15:39:42 2020

Phillip Hymas

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Phillip Hymas

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phillip.hymas Fri Nov 13 15:41:16 2020

01/26/2021

01/26/2021

Phillip Hymas Date: 2020.11.13 15:48:35-08'00'

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phillip.hymas Fri Nov 13 15:48:04 2020

Phillip Hymas Date: 2020.11.13 15:51:06-08'00'

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phillip.hymas Fri Nov 13 15:50:42 2020

ENG-79373

N O

2 4

E X P. 0 1 /

D A

V I D

D. H A Y

N E S c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c

DESIGNATION: 1P VOLTAGE(V): 208Y/120V - 3 Ph - 4 Wire BUS RATING(A): 150

AVAILABLE FAULT(A): MAIN: Breaker 100 A MOUNTING: Free Standing ENCLOSURE: NEMA 3R

DESCRIPTION DEMAND VA BKR A/P CKT PH CKT BKR A/P VA DEMAND DESCRIPTION

PARKING LIGHTS LCL 842 20/1 1 A 2 20/1 639 LCL PARKING LIGHTS

SITE POLE RCPTS REC 720 20/1 3 B 4 20/1 180 REC CABINET RCPTS

EV CHARGING STATION EV 2878 20/2 5 C 6 20/2 2878 EV EV CHARGING STATION

2878 7 A 8 2878

EV CHARGING STATION EV 2878 20/2 9 B 10 20/1 1000 EQ ELECTRIC PAY STATION

2878 11 C 12 20/1 SPARE

DEMAND CATEGORY A PH(VA) B PH(VA) C PH(VA) TOTAL(VA) TOTAL CONNECTED LOAD VA: 20649

LIGHT AND CONT (LCL) 1851 0 0 1851 MAX CONNECTED PHASE AMPS: 71.9

RECEPTACLES (REC) 0 900 0 900 TOTAL DESIGN LOAD VA: 25336

EV CHARGERS (EV) 7195 3598 10793 21585 MAX DESIGN PHASE AMPS: 89.9

EQUIPMENT (EQ) 0 1000 0 1000

NOTES:

DESIGN LOAD PHASE SUB-TOTAL 9046 5498 10793 25336

DESIGNATION: 2P VOLTAGE(V): 208Y/120V - 3 Ph - 4 Wire BUS RATING(A): 150

AVAILABLE FAULT(A): MAIN: Breaker 100 A MOUNTING: Free Standing ENCLOSURE: NEMA 3R

DESCRIPTION DEMAND VA BKR A/P CKT PH CKT BKR A/P VA DEMAND DESCRIPTION

PARKING LIGHTS LCL 428 20/1 1 A 2 20/1 180 REC CABINET RCPTS

SPARE 20/1 3 B 4 20/1 SPARE

SPARE 20/1 5 C 6 20/1 SPARE

SPACE 7 A 8 SPACE

SPACE 9 B 10 SPACE

SPACE 11 C 12 SPACE

DEMAND CATEGORY A PH(VA) B PH(VA) C PH(VA) TOTAL(VA) TOTAL CONNECTED LOAD VA: 608

LIGHT AND CONT (LCL) 535 0 0 535 MAX CONNECTED PHASE AMPS: 5.1

RECEPTACLES (REC) 180 0 0 180 TOTAL DESIGN LOAD VA: 715

MAX DESIGN PHASE AMPS: 6.0

NOTES:

DESIGN LOAD PHASE SUB-TOTAL 715 0 0 715

DESIGNATION: 3P VOLTAGE(V): 208Y/120V - 3 Ph - 4 Wire BUS RATING(A): 150

AVAILABLE FAULT(A): MAIN: Breaker 100 A MOUNTING: Free Standing ENCLOSURE: NEMA 3R

DESCRIPTION DEMAND VA BKR A/P CKT PH CKT BKR A/P VA DEMAND DESCRIPTION

PARKING LIGHTS LCL 58 20/1 1 A 2 20/1 180 REC CABINET RCPTS

SPARE 20/1 3 B 4 20/1 SPARE

SPARE 20/1 5 C 6 20/1 SPARE

SPACE 7 A 8 SPACE

SPACE 9 B 10 SPACE

SPACE 11 C 12 SPACE

DEMAND CATEGORY A PH(VA) B PH(VA) C PH(VA) TOTAL(VA) TOTAL CONNECTED LOAD VA: 238

LIGHT AND CONT (LCL) 73 0 0 73 MAX CONNECTED PHASE AMPS: 2.0

RECEPTACLES (REC) 180 0 0 180 TOTAL DESIGN LOAD VA: 253

MAX DESIGN PHASE AMPS: 2.1

NOTES:

DESIGN LOAD PHASE SUB-TOTAL 253 0 0 253

DESIGNATION: 4P VOLTAGE(V): 208Y/120V - 3 Ph - 4 Wire BUS RATING(A): 150

AVAILABLE FAULT(A): MAIN: Breaker 100 A MOUNTING: Free Standing ENCLOSURE: NEMA 3R

DESCRIPTION DEMAND VA BKR A/P CKT PH CKT BKR A/P VA DEMAND DESCRIPTION

PARKING LIGHTS LCL 600 20/1 1 A 2 20/1 180 REC CABINET RCPTS

EV CHARGING STATION (FUTURE) EV 1560 20/2 3 B 4 20/2 1560 EV EV CHARGING STATION (FUTURE)

1560 5 C 6 1560

EV CHARGING STATION (FUTURE) EV 1560 20/2 7 A 8 20/2 1560 EV EV CHARGING STATION (FUTURE)

1560 9 B 10 1560

SPARE 20/1 11 C 12 20/1 SPARE

DEMAND CATEGORY A PH(VA) B PH(VA) C PH(VA) TOTAL(VA) TOTAL CONNECTED LOAD VA: 13260

LIGHT AND CONT (LCL) 750 0 0 750 MAX CONNECTED PHASE AMPS: 52.0

RECEPTACLES (REC) 180 0 0 180 TOTAL DESIGN LOAD VA: 16530

EV CHARGERS (EV) 3900 7800 3900 15600 MAX DESIGN PHASE AMPS: 65.0

NOTES:

DESIGN LOAD PHASE SUB-TOTAL 4830 7800 3900 16530

0.2 0.5 0.9 1.0 0.6 0.2 0.1

0.2 0.6 1.3 2.0 1.7 0.9 0.2

0.2 0.5 1.3 2.6 3.6 2.6 0.9 0.1 0.0

0.1 0.4 1.0 2.1 3.7 3.9 1.7 0.4 0.2 0.1 0.1 0.1

0.1 0.2 0.5 1.1 1.9 2.9 2.3 2.5 0.6 0.5 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.2 0.5 0.9 1.4 1.7 5.7 15.3 1.6 1.3 8.7 6.6 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.2 0.4 0.8 1.4 1.9 3.2 4.0 2.5 1.6 6.2 3.0 1.5 1.5 1.4 1.2 0.9 0.8 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1

0.1 0.4 0.8 1.4 2.8 4.0 3.9 2.8 1.6 1.4 2.1 3.1 3.5 2.9 1.9 1.4 1.4 1.7 1.9 1.9 1.6 1.2 0.9 0.8 0.8 0.9 0.9 0.8 0.7 0.5 0.3 0.1 0.1

0.1 0.2 0.5 1.0 1.8 2.0 1.6 1.0 0.6 0.9 2.0 3.3 3.9 3.2 1.8 1.3 1.5 2.6 3.7 3.8 2.9 1.7 1.3 1.4 1.9 2.2 2.3 2.0 1.5 1.0 0.6 0.3 0.1 0.1

0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.8 1.0 1.1 1.0 0.8 0.6 1.0 2.0 2.9 3.1 2.6 1.5 1.2 1.4 2.6 3.9 4.0 3.2 1.8 1.4 1.2 0.9 0.5 0.3 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.4 0.7 1.2 1.8 1.9 1.5 1.2 1.1 1.7 2.4 2.5 2.1 1.5 1.5 2.0 2.0 1.4 0.9 0.5 0.2 0.1

0.1 0.2 0.7 1.5 1.5 0.9 0.6 0.5 0.8 1.4 2.7 3.8 3.7 2.6 1.3 0.7 0.5 0.5 0.4 0.6 2.7 3.5 3.7 3.1 2.0 1.2 0.6 0.3 0.1

0.1 0.3 1.4 3.0 3.7 2.6 1.4 0.8 0.6 0.8 1.3 2.3 3.0 3.2 2.5 1.4 0.8 0.5 0.5 2.0 1.5 11.8 5.0 3.5 3.9 2.8 1.9 1.3 0.7 0.3 0.1

0.3 1.0 2.6 3.8 3.3 2.1 1.2 0.6 0.4 0.5 0.8 1.1 1.4 1.6 1.6 1.3 1.0 0.9 0.9 12.0 7.5 1.5 0.9 1.0 2.0 2.1 2.1 2.2 1.6 0.9 0.5 0.2 0.1

0.1 0.4 1.0 1.8 2.2 1.6 1.0 0.6 0.3 0.2 0.3 0.4 0.7 1.0 1.3 1.5 1.6 1.4 1.4 1.5 1.8 1.1 0.2 0.1 0.2 0.4 1.0 2.0 3.3 3.1 2.0 1.2 0.5 0.2 0.1

0.1 0.4 0.7 1.0 1.0 0.6 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.6 2.3 2.8 2.6 1.8 1.7 2.2 2.8 1.8 0.3 0.1 0.1 0.1 0.3 1.3 2.9 4.2 3.3 1.8 0.9 0.4 0.1 0.1

0.1 0.2 0.3 0.4 0.3 0.2 0.1 0.1 0.2 0.5 0.7 0.9 1.2 2.2 3.9 4.3 3.4 1.8 1.4 2.2 3.8 3.1 0.7 0.1 0.1 0.1 0.2 0.8 2.0 2.5 1.4 0.8 0.4 0.2 0.1

0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.7 1.1 1.4 1.3 1.6 2.3 2.3 1.6 1.0 0.8 1.6 3.4 3.5 1.2 0.1 0.1 0.1 0.3 0.7 0.6 0.4 0.2 0.1

0.1 0.2 0.4 0.4 0.3 0.3 0.9 1.7 2.6 1.8 0.6 0.6 0.8 0.8 0.5 0.5 1.3 2.4 2.7 1.3 0.1 0.0 0.1 0.1 0.1 0.1 0.1

0.1 0.4 0.8 0.9 0.5 0.3 0.8 1.9 3.7 3.1 0.8 0.6 1.1 1.2 0.9 0.6 1.1 1.7 1.6 0.8 0.2 0.0

0.1 0.7 1.5 1.7 1.0 0.4 0.5 1.5 3.2 3.8 1.5 0.9 2.0 2.3 1.4 0.9 1.2 1.7 1.6 0.7 0.2 0.1 0.0

0.1 0.9 2.7 3.1 1.6 0.6 0.4 1.0 2.1 2.8 1.6 0.9 2.9 3.6 2.1 1.2 1.5 2.3 2.7 1.2 0.3 0.1 0.0

0.1 0.5 2.7 4.2 2.4 1.0 0.4 0.6 1.2 1.4 1.0 0.6 2.3 4.2 2.6 1.5 1.6 2.9 4.1 2.1 0.6 0.2 0.1

0.1 0.2 1.6 3.6 2.6 1.2 0.4 0.3 0.6 0.8 0.6 0.4 1.2 3.0 2.4 1.5 1.4 2.7 4.5 3.3 1.3 0.7 0.1 0.1

0.1 0.6 1.9 1.7 1.1 0.5 0.2 0.3 0.4 0.3 0.2 0.4 1.4 1.4 1.2 1.3 2.2 3.8 3.8 2.5 1.9 0.6 0.1

0.1 0.6 0.8 0.7 0.4 0.2 0.2 0.4 0.5 0.9 0.8 0.9 1.1 1.2 1.5 2.4 3.1 3.2 3.5 3.6 1.5 0.2 0.1

0.1 0.3 0.3 0.2 0.2 0.7 1.6 2.6 2.8 1.7 1.3 1.5 1.8 2.5 3.2 3.0 2.6 3.1 4.3 2.6 0.4 0.1

0.0 0.0 0.1 0.2 0.2 0.7 1.9 3.6 4.3 3.3 2.1 1.7 2.0 3.0 4.1 4.1 2.8 1.8 2.1 3.3 2.8 0.9 0.1

0.0 0.1 0.2 0.4 1.0 1.9 2.9 2.6 1.9 1.5 1.3 1.6 2.7 3.1 2.2 1.1 0.7 1.2 1.8 1.5 0.7 0.1

0.1 0.2 0.4 0.9 1.4 1.8 1.7 1.3 0.8 0.6 0.6 0.8 1.4 11.5 2.1 0.2 0.2 0.6 0.9 0.9 0.4 0.1

0.1 0.1 0.3 0.7 1.2 1.7 2.1 1.8 1.2 0.6 0.3 0.4 8.0 1.6 0.5 7.7 1.4 0.1 0.1 0.2 0.4 0.4 0.2 0.1

0.1 0.1 0.4 0.8 1.5 2.5 3.5 3.4 1.9 1.0 4.1 1.3 0.4 9.9 0.1 0.1 0.1 0.2 0.2 0.1

0.1 0.2 0.5 1.0 1.9 3.5 4.0 4.4 1.9 0.7 15.9 2.8 0.1 0.1

0.1 0.1 0.3 0.7 1.2 1.7 1.5 11.1 3.5 0.1

0.1 0.1 0.2 0.3 0.2 0.2 1.2 0.5 0.1

0.0 0.0 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c

Phillip Hymas Date: 2020.11.13 15:52:24-08'00'

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Phillip Hymas

11:59:24-08'00'

Phillip Hymas

11:59:54-08'00'

Phillip Hymas Date: 2020.11.13 15:52:53-08'00'

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phillip.hymas Fri Nov 13 15:52:44 2020 by Phillip Hymas

12:00:19-08'00' by Phillip Hymas

12:00:43-08'00'

Phillip Hymas Date: 2020.11.13 15:53:21-08'00'

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phillip.hymas Fri Nov 13 15:53:12 2020 by Phillip Hymas

12:01:07-08'00' by Phillip Hymas

12:01:33-08'00'

Phillip Hymas Date: 2020.11.13 15:53:59-08'00'

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phillip.hymas Fri Nov 13 15:53:49 2020 by Phillip Hymas

12:01:54-08'00' by Phillip Hymas

12:02:19-08'00'

Phillip Hymas

12:02:47-08'00'

0.1 0.1

0.1 0.2 0.2 0.1

0.2 0.5 0.5 0.3 0.1

0.1 0.4 0.9 1.1 0.8 0.2

0.1 0.6 1.5 2.2 1.8 0.4 0.1

0.1 0.7 1.9 3.7 2.6 0.5 0.1

0.2 0.8 2.1 4.0 2.9 0.7 0.4

0.2 0.8 2.1 3.7 3.3 2.3 2.6

0.1 0.2 0.8 1.7 2.5 3.0 3.7 4.2 3.6 1.9 0.9 0.4 0.2

0.1 0.1 0.2 0.6 1.2 1.6 1.9 2.1 2.4 2.0 1.5 0.8 0.4 0.2 0.1

0.2 0.1 0.1 0.3 0.6 0.8 0.8 0.9 0.8 0.8 0.6 0.4 0.2 0.1

0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1

0.1 0.1 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c

0.1 0.1

0.1 0.2 0.2 0.1

0.2 0.5 0.5 0.3 0.1

0.1 0.4 0.9 1.1 0.8 0.2

0.1 0.6 1.5 2.2 1.8 0.4 0.1

0.1 0.7 1.9 3.7 2.6 0.5 0.1

0.2 0.8 2.1 4.0 2.9 0.7 0.4

0.2 0.8 2.1 3.7 3.3 2.3 2.6

0.1 0.2 0.8 1.7 2.5 3.0 3.7 4.2 3.6 1.9 0.9 0.4 0.2

0.1 0.1 0.2 0.6 1.2 1.6 1.9 2.1 2.4 2.0 1.5 0.8 0.4 0.2 0.1

0.2 0.1 0.1 0.3 0.6 0.8 0.8 0.9 0.8 0.8 0.6 0.4 0.2 0.1

0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c

0.1 0.2 0.3 0.4 0.4 0.3 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.2 0.8 1.5 2.3 2.4 1.7 0.8 0.4 0.2 0.1

0.1 0.2 0.4 0.6 0.5 0.5 0.8 1.6 3.3 4.2 3.7 2.2 1.1 0.6 0.2 0.1

0.2 0.9 1.7 2.4 2.3 1.3 0.9 1.0 1.5 2.4 2.5 2.0 1.5 0.9 0.4 0.2 0.1

0.6 0.8 1.2 2.5 3.9 4.0 2.9 1.6 1.1 0.9 1.0 1.1 1.0 0.8 0.6 0.3 0.2 0.1

0.0 0.0 0.0 0.1 0.2 0.8 1.6 2.5 2.8 2.1 1.9 2.4 2.9 2.5 1.8 1.2 0.7 0.5 0.5 0.4 0.3 0.2 0.1 0.1

0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.7 3.5 4.3 3.7 2.4 1.8 1.7 1.4 1.1 0.9 0.7 0.6 0.5 0.4 0.2 0.1 0.1

0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.4 0.8 1.5 2.4 2.4 2.0 1.6 1.2 0.9 0.9 0.9 1.1 1.2 1.3 1.0 0.6 0.3 0.1

0.1 0.1 0.1 0.1 0.2 0.7 1.2 1.9 2.2 1.5 0.7 0.4 0.2 0.2 0.3 0.6 0.9 1.1 1.0 0.8 0.6 0.6 0.7 1.1 1.6 2.3 2.7 2.4 1.3 0.7 0.3 0.1

0.1 0.4 0.8 1.3 1.1 1.1 1.9 3.4 4.3 3.7 2.0 1.0 0.5 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.7 1.2 2.4 3.9 4.1 2.9 1.3 0.5 0.1

1.1 2.2 3.4 3.4 2.2 1.8 2.0 2.8 2.8 2.2 1.5 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2.7 7.3 0.6 0.9 1.8 2.3 1.9 1.1 0.4 0.1

0.1 0.3 0.7 1.8 3.5 3.8 3.1 2.1 1.6 1.5 1.4 1.2 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.1 2.6 7.2 0.5 0.3 0.4 0.3 0.2 0.1 0.1

0.1 0.7 0.4 0.3 0.2 0.3 0.5 1.0 1.6 2.1 1.9 1.5 1.1 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.4 15.7 2.5 0.1 0.1

0.3 1.1 2.2 3.2 2.8 1.5 1.0 0.7 0.7 0.8 1.1 1.2 1.3 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.3 4.5

0.1 0.3 0.8 2.1 3.8 3.9 2.9 1.9 1.4 1.5 1.7 2.0 2.2 1.6 1.1 0.6 0.3 0.1 0.1

0.1 0.4 0.9 1.7 2.3 2.0 1.6 1.3 1.4 2.1 3.2 4.0 3.5 1.8 0.8 0.6 0.7 0.1

0.3 0.6 0.9 1.0 0.8 0.6 0.7 1.0 1.8 3.1 3.2 2.2 1.1 0.4 5.9 12.3 0.2

0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.4 0.8 0.9 0.6 0.3 0.1 0.1 1.4 2.5 0.3

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 10.3 4.3

0.1 4.1 2.1 0.1

0.3 3.3 0.7

0.6 3.1 1.9

0.1 0.6 0.3 0.1

1.8 10.3 0.4

1.5 7.8 0.3

0.1 0.1

3.1 8.3 0.2

2.4 6.0 0.2 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c

0.1 0.2 0.8 1.2 1.0 0.6

0.2 1.0 2.6 2.8 1.6 0.8

0.1 0.9 2.7 4.3 3.0 1.5 0.7

0.3 1.4 3.0 3.0 1.8 0.8 0.3

0.1 0.4 1.1 1.7 1.5 0.8 0.3

0.1 0.3 0.7 0.9 0.6 0.3

0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2

0.1 0.2 0.6 1.2 1.6 1.1 0.6 0.3 0.2 0.2 0.1

0.1 0.5 1.4 2.8 3.8 3.4 1.8 1.0 0.5 0.2 0.1

0.1 0.1 0.2 0.2 0.3 0.2 0.4 0.8 1.8 3.3 3.4 2.5 1.6 0.9 0.4 0.2

0.1 0.4 0.9 1.6 1.5 0.9 0.6 0.6 0.9 1.3 1.7 1.5 1.1 0.7 0.4

0.2 0.8 2.0 3.4 3.8 2.7 1.4 0.8 0.6 0.6 0.7 0.7 0.5

0.0 0.0 0.9 1.0 1.0 1.4 2.7 3.5 3.0 2.0 1.2 0.6 0.4 0.3

0.0 0.0 0.0 0.2 0.8 1.7 2.9 3.2 2.3 1.6 1.6 1.8 1.8 1.3 0.9 0.5 0.3

0.0 0.0 0.0 0.2 0.5 1.4 3.0 3.8 3.4 2.4 1.5 1.2 0.9 0.7 0.4

0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.0 2.1 1.7 1.2

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 0.9 0.8 0.6 0.4

0.1 0.2 0.5 1.0 1.1 0.7 0.4 0.2 0.1 0.0 0.0 0.1 0.1 0.2

0.1 0.6 1.5 2.9 3.3 2.3 1.2 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.1

0.1 0.4 1.2 2.8 3.8 3.4 2.2 1.2 0.6 0.2 0.1 0.0

0.1 0.1 0.2 0.4 0.4 0.3 0.1 0.1 0.1 0.2 0.5 1.1 2.0 2.1 1.7 1.1 0.6 0.3 0.1 0.1

0.1 0.3 0.9 1.8 2.1 1.2 0.7 0.3 0.1 0.1 0.1 0.2 0.4 0.7 1.0 0.9 0.6 0.3

0.1 0.1 0.1 0.1 0.2 0.6 1.6 3.2 4.1 3.3 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.1

0.1 0.2 0.5 0.8 0.6 0.6 1.0 2.0 3.2 3.0 2.1 1.3 0.7 0.3 0.1 0.1 0.1

0.1 0.7 1.7 2.5 2.1 1.2 1.0 1.1 1.4 1.6 1.3 0.9 0.5 0.2 0.1

0.2 0.8 2.4 3.8 3.8 2.6 1.5 0.9 0.7 0.7 0.6 0.4 0.2 0.1

0.1 0.4 1.1 2.2 2.9 2.4 1.5 0.9 0.5 0.3 0.2 0.1 0.1

0.2 0.4 0.9 1.3 1.3 1.0 0.6 0.3 0.2 0.1

0.1 0.3 0.5 0.5 0.4 0.3 0.1 0.1

0.1 0.1 0.2 0.1 0.1 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c

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Vancouver:
CITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT:
BY01 06 02:
APPROVED01 06 02:
CITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT_2:
CITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT_3:
01 31 15CITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT:
DNCITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT:
AMGCITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT:
CITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT_4:
01 31 15CITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT_2:
DNCITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT_2:
AMGCITY OF VANCOUVER DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT_2:
CURB INLET SEDIMENT DAM CURB INLET SEDIMENT DAM Material Color Height Widths CURB INLET SEDIMENT DAM VERFLw SPILLwAY CATCH BASIN 1 00 Nonwoven Polyfiber Blue 5 Custom 36 54 70 Custom Installation Place strap through holes provided Wrap around the horizontal rod in mouth of curb inlet and extend strap through adjacent hole and tie 1 INLET PROTECTION MUST BE REGULARLY INSPECTED TO INSURE PROPER PLACEMENTFUNCTION AND MAINTENANCE FILTER BAG ISOMETRIC VIEW CROSS SECTION NOTES 1 SIZE THE BELOW GRATE INLET DEVICE BGID FOR THE STORM WATER STRUCTURE IT WILL SERVICE 2 THE REMOVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL 3 THE BGID SHALL HAVE A BUILTIN HIGHFLOW RELIEF SYSTEM OVERFLOW BYPASS 4 THE CONTRACTOR SHALL INSPECT THE BAG AFTER EACH STORM EVENT AND AT REGULAR INTERVALS 5 THE FILTER BAG SHALL BE CLEANED OR REPLACED WHEN THE BAG BECOMES HALF FULL NTSRow1:
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DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT:
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2021-06-30T10:31:17-0600
JASON HAND

File details come from the government source that posted it. Updated .