W912P722B0002 Site Visit Map.pdf

PDF 10 MB Posted Apr 22, 2022

Attached to: DRY CREEK ECOSYSTEM RESTORATION PROJECT - PHASE I
Solicitation number: W912P722B0002
Issued by: Department of the Army Corps of Engineers Engineering District San Francisco

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for ecosystem restoration work along Dry Creek in Sonoma County, California. The U.S. Army Corps of Engineers, Engineering District San Francisco is soliciting bids for Phase I of the Dry Creek Ecosystem Restoration Project, which involves constructing stream side channels, riffles, backwaters and alcoves using natural materials like logs and rocks along approximately one mile of Dry Creek to restore habitat for fish and wildlife. A mandatory site visit will be held on April 20, 2022 at 10:00 AM Pacific Time at 3288 Skaggs Springs Road in Geyserville, California, with each contractor limited to two personnel. Bids are due by an unspecified deadline. The project aims to restore salmon habitat and prevent erosion by slowing water flow and providing vegetation cover on privately owned vineyard property along the creek.

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Other files

File	Type	Posted
W912P722B0002 Dry Creek_OF 1419.pdf	PDF	May 19, 2022
W912P722B0002 Dry Creek_Amendment 0005.pdf	PDF	May 12, 2022
W912P722B0002 Dry Creek_Amendment 0005 Revised Sec 01 50 00 Par 3.10.pdf	PDF	May 12, 2022
W912P722B0002 Dry Creek_Amendment 0004.pdf	PDF	May 6, 2022
W912P722B0002 Request for Information Responses Part III.pdf	PDF	May 6, 2022
W912P722B0002 Dry Creek_Amendment 0003.pdf	PDF	May 3, 2022
W912P722B0002 Request for Information Responses Part II.pdf	PDF	Apr 27, 2022
W912P722B0002 Geotechnical Report.pdf	PDF	Apr 27, 2022
W912P722B0002 Site Visit Attendance Sheet.pdf	PDF	Apr 22, 2022
W912P722B0002 Site Visit Itinerary.pdf	PDF	Apr 22, 2022
W912P722B0002 Dry Creek_Amendment 0002.pdf	PDF	Apr 15, 2022
W912P722B0002 Request for Information Responses.pdf	PDF	Apr 15, 2022
Revised W912P722B0002 Dry Creek_Plans.pdf	PDF	Apr 11, 2022
W912P722B0002 Dry Creek_Amendment 0001.pdf	PDF	Apr 11, 2022
W912P722B0002 Dry Creek_IFB and Specifications.pdf	PDF	Apr 8, 2022
W912P722B0002 Dry Creek_Environmental References.pdf	PDF	Apr 8, 2022
W912P722B0002 Dry Creek_Plans.pdf	PDF	Apr 8, 2022

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DC-7

DC-8

DC-6

702 704

400404

100102

DRY CREEK ROAD

W. DRY CREEK ROAD

DRY CREEK (TYP.)

LAKE SONOMARECREATIONAL

AREA

REACH 13PROJECT AREASWARM SPRINGS DAM

UNNAMED TRIBUTARY

DRY CREEK

FALL C

EEK

A C

DUTCHER CREEK

UNNAM

ED TRIBUTARY

U N

IBU

TAR

SCHOOLHOUSE CREEK

DRY CREEK

SKAGGS

SPRING

ROAD

BORD

BRIDGE

AKIM

G E R

YOAKIM BRIDGE

SCALE IN FEET

0 24001200

UNNAMED TRIBUTARY

REACH 10PROJECT AREAS

LAMBERT BRIDGE

E R

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

F R

O D

G O

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100%Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_SitePlans.dwg 19 Jan 2022 - 11:50am

C T

C H

3 72 C-01

D .F

, S .P

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2P 7-

-B

-X

2P 7-

-C

-X

D C

-1 -1

USACE LWM

STOCKPILE AREA

gguensch Text Box gguensch Text Box gguensch Text Box gguensch Text Box 1a gguensch Text Box 1b gguensch Text Box gguensch Text Box

495+00 500+00

505+0051 0+

515+00520+00

530+00

535+00

540+00

545+00

550+00

555+00

560+00

SCALE IN FEET

0 400200

CONSTRUCTION

MAINTENANCE

AND MONITORING

EASEMENT (TYP.)

W. DRY CREEK ROAD

DRY CREEK

ALIGNMENT

(TYP.)

PARCEL

BOUNDARY

(TYP.)

EDGE OF WATER,

2017 (MODELED 110cfs)

DRY CREEK

REACH 10 PROJECT AREA

STATION 505+00 TO 549+00

DRY CREEK ROAD

AKIM

G E R

NOTES:

1. FINAL ALIGNMENT OF ACCESS ROUTES THROUGH VEGETATED

CORRIDORS TO BE APPROVED BY THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE AT THE TIME OF

CONSTRUCTION.

2. TYPICAL ACCESS ROUTE WIDTH IS 13 FEET. TYPICAL ACCESS

ROUTE SURFACE TYPE IS NATIVE MATERIAL WITH SOME AREAS

OF GRAVEL. CONTRACTOR SHALL PROTECT ACCESS ROUTES

FROM DEGRADATION DURING CONSTRUCTION. DAMAGES TO

ACCESS ROUTES SHALL BE REPAIRED IN-KIND OR AS OTHERWISE

APPROVED BY THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE.

3. OPTIONAL TEMPORARY CHANNEL CROSSING SHALL BE A BRIDGE

SPANNING OVER THE MAIN CHANNEL OF DRY CREEK WITH

ABUTMENTS PLACED ABOVE THE ORDINARY LOW WATER LEVEL.

NO PIERS SHALL BE ALLOWED WITHIN THE MAIN CHANNEL OF DRY

CREEK BELOW THE ORDINARY LOW WATER LEVEL. BRIDGE WIDTH

SHALL BE NO LESS THAN THE WIDEST CONSTRUCTION

EQUIPMENT THAT CROSSES THE BRIDGE. BRIDGE PLAN SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION.

BRIDGE SHALL MEET ALL APPLICABLE PERMIT REQUIREMENTS.

4. ACCESS ROUTE REINFORCEMENT SHALL BE PLACED AS

DIRECTED BY THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE.

5. ACCESS TO SITES FOR BID ITEMS LABELED AS "OPTIONAL" IS NOT

ALLOWED UNTIL THE OPTION IS EXERCISED.

STAGING AREA COORDINATES

POINT NORTHING EASTING

SA3.1 2014043.22 6289269.24

SA3.2 2013637.46 6289472.18

SA3.3 2013621.51 6289431.33

SA3.4 2013646.41 6289377.07

SA3.5 2013867.71 6289093.68

SA3.6 2013943.31 6289042.85

SA4.1 2013467.93 6289235.15

SA4.2 2013435.10 6289308.58

SA4.3 2013344.19 6289407.74

SA4.4 2013022.76 6289600.10

SA4.5 2013007.41 6289564.89

SA4.6 2013168.77 6289390.68

SA4.7 2013235.39 6289454.01

SA4.8 2013453.51 6289219.59

SA5.1 2012910.76 6289547.39

SA5.2 2012834.27 6289595.77

SA5.3 2012809.93 6289594.09

SA5.4 2012784.18 6289533.34

SA5.5 2012820.72 6289518.95

PROTECT EXISTING ACCESS ROAD AND

RAMP. DAMAGE SHALL BE REPAIRED OR

ACCESS RAMP SHALL BE REPLACED IN-KIND

AS APPROVED BY THE PROPERTY OWNER.

0.91 ACRE STAGING AREA 2 (SA2):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE AT

TIME OF CONSTRUCTION

OFF CHANNEL

ENHANCEMENT

AREA 10A0, SEE

SHEETS 43-44

SA3.3

SA3.5

SA3.6

SA3.1

SA3.2

SA2.3

SA2.4

SA2.5

SA2.6

SA2.1

SA2.2

SA2.7

STAGING AREA COORDINATES

POINT NORTHING EASTING

SA2.1 2016597.86 6288671.12

SA2.2 2016526.57 6288740.91

SA2.3 2016409.02 6288754.32

SA2.4 2016233.39 6288846.88

SA2.5 2015972.06 6288912.26

SA2.6 2015974.60 6288866.41

SA2.7 2016157.02 6288819.71

SA2.8 2016179.50 6288765.47

SA2.9 2016592.94 6288646.47

1.70 ACRE STAGING AREA 3 (SA3):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

AT TIME OF CONSTRUCTION

TEMPORARY CHANNEL

CROSSING (SEE NOTE 3)

EXISTING AT GRADE CROSSING OF THE

EPHEMERAL CANYON ROAD CREEK SHALL BE

PROTECTED FROM DEGRADATION DURING

CONSTRUCTION. PROTECTION MEASURES

SHALL BE TEMPORARY AND SHALL BE

REMOVED PRIOR TO OCTOBER 15 ANNUALLY.

6489 DRY CREEK ROAD

38.690778, -122.948403

OFF CHANNEL

ENHANCEMENT

AREA 10B2, SEE

SHEETS 25-26

OFF CHANNEL

ENHANCEMENT

AREA 10B1, SEE

SHEETS 29-30

OFF CHANNEL

ENHANCEMENT

AREA 10A3, SEE

SHEETS 32-33

OFF CHANNEL

ENHANCEMENT

AREA 10A1, SEE

SHEETS 39-40

OFF CHANNEL

ENHANCEMENT

AREA 10A2, SEE

SHEETS 36-37

SA2.8

SA2.9

SA3.4

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

F R

O D

G O

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D R

B Y:

C H

D B

E D

N N

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In te r- Fl uv e, In c.

Po rt w ay

A ve nu e, S ui te

Ho od R iv er

, O R

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.in te rf lu ve .c om

100%Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_SitePlans.dwg 19 Jan 2022 - 11:55am

C H

- A C

D S

19 72 C-17

D .F

, S .P

R O

C H

2P 7-

-B

-X

2P 7-

-C

-X

D C

-1 -1

W. DRY CREEK ROAD

0.12 ACRE STAGING AREA 5 (SA5):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE AT

TIME OF CONSTRUCTION

0.69 ACRE STAGING AREA 4 (SA4):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

AT TIME OF CONSTRUCTION

SA4.6

SA4.1

SA4.8

SA4.2

SA4.3

SA4.7

SA4.4

SA4.5

SA5.1

SA5.2

SA5.3

SA5.4

SA5.5

6679 DRY CREEK ROAD

6731 DRY CREEK ROAD

6630 DRY CREEK ROAD

6365 DRY CREEK ROAD

6267 DRY CREEK ROAD

6195 DRY CREEK ROAD

7171 W DRY CREEK ROAD

7412 W DRY CREEK ROAD

2415 YOAKIM BRIDGE RD

38.681959,-122.953705

(W. SIDE OF TREES

AND POWER POLE)

STEEL GATE

YOAKIM BRIDGE

7021/7011 DRY CREEK ROAD

7005 DRY CREEK ROAD

APN: 139-160-054

APN: 090-240-014

APN: 090-240-026

APN: 139-170-016

APN: 139-170-017

APN: 139-170-043

APN: 139-170-041

APN: 139-160-050

APN: 139-150-006

APN: 090-240-024

APN: 090-240-016

APN: 139-160-051

APN: 139-160-033

APN: 139-160-055

APN: 090-240-043

APN: 090-240-041

: 1

-1

-0

48 APN: 139-160-046

APN: 139-170-042

APN: 139-160-056

ACCESS ROUTE

REINFORCEMENT (NOTE 4)

OPTIONAL BID ITEM 1

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

CANYO

N RO

AD CREEK

gguensch Text Box Stop 2 gguensch Text Box Stop 3a gguensch Text Box Stop 3b gguensch Polygonal Line gguensch Polygonal Line gguensch Text Box Stop 5 gguensch Text Box Stop 6a gguensch Text Box Stop 6b gguensch Text Box Stop 6c gguensch Polygonal Line gguensch Polygonal Line gguensch Polygonal Line gguensch Polygonal Line gguensch Polygonal Line gguensch Callout Gated and block by tree. May need to walk in gguensch Callout Possible Alternative Access gguensch Callout Show connection needed to WDCR gguensch Callout Parking to walk in

630+00

635+00

640+00

645+00

650+00

655+00

INGRESS/EGRESS

8880 DRY CREEK RD

0.48 ACRE STAGING AREA 1 (SA1):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

AT TIME OF CONSTRUCTION

OFF-CHANNEL

ENHANCEMENT

AREA 13A, SEE

SHEETS 13-14

PROTECT EXISTING ACCESS ROAD AND

RAMP. DAMAGE SHALL BE REPAIRED

OR ACCESS RAMP SHALL BE REPLACED

IN-KIND IN COORDINATION WITH THE

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE AND AS

APPROVED BY THE PROPERTY OWNER.

DRY CREEK

ALIGNMENT (TYP.)

OVERHEAD

POWER

LINE (TYP.)

PARCEL BOUNDARY (TYP.)

(E) RIFFLE (TYP.)

EDGE OF WATER,

2014 (APPROX.)

CONSTRUCTION MAINTENANCE AND

MONITORING EASEMENT (TYP.)

OFF-CHANNEL ENHANCEMENT

AREA 13B, SEE SHEETS 9-10

REACH 13 PROJECT AREA

STATION 630+00 TO 655+00

DRY CREEK ROAD

DRY C

REEK

UNNAMED TRIBUTARY

DRY CREEK

NOTES:

1. FINAL ALIGNMENT OF ACCESS ROUTES THROUGH VEGETATED

CORRIDORS TO BE APPROVED AT THE TIME OF CONSTRUCTION.

2. TYPICAL ACCESS ROUTE WIDTH IS 13 FEET. TYPICAL ACCESS

ROUTE SURFACE TYPE IS NATIVE MATERIAL WITH SOME AREAS

OF GRAVEL. CONTRACTOR SHALL PROTECT ACCESS ROUTES

FROM DEGRADATION DURING CONSTRUCTION. DAMAGES TO

ACCESS ROUTES SHALL BE REPAIRED IN-KIND OR AS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE.

3. ACCESS TO SITES FOR BID ITEMS LABELED AS "OPTIONAL" IS

NOT ALLOWED UNTIL THE OPTION IS EXERCISED.

SCALE IN FEET

0 200100

CURRENT CONDITIONS FAVOR ACCESS

FROM THE EAST; CONTRACTOR TO

VERIFY ACCESS CONDITIONS PRIOR

TO MOBILIZATION AND MAKE

NECESSARY IMPROVEMENTS FOR THE

SIZE AND WEIGHT OF CONSTRUCTION

EQUIPMENT USED FOR THE PROJECT.

IMPROVEMENTS TO ACCESS SHALL BE

WITHIN THE PREDEFINED PROJECT

RIGHT OF WAY AND SHALL NOT

DISTURB VINEYARD OPERATIONS.

SA1.3

SA1.4

SA1.5

SA1.6

SA1.1

SA1.2

STAGING AREA COORDINATES

POINT NORTHING EASTING

SA1.1 2021102.11 6282165.08

SA1.2 2021044.27 6282339.96

SA1.3 2020989.51 6282437.86

SA1.4 2020972.28 6282434.17

SA1.5 2020939.54 6282371.59

SA1.6 2020988.28 6282237.74

SA1.7 2021019.05 6282190.94

SA1.8 2021064.58 6282160.77

EXISTING WELL NOT TO

BE DISTURBED (APPROX.)

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

F R

O D

G O

, 4

N F

C O

, C A

O M

A C

O U

, C

R N

D R

Y C

C T

- P H

D R

B Y:

C H

D B

E D

N N

C O

N O

C R

O N

D R

G N

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Po rt w ay

A ve nu e, S ui te

Ho od R iv er

, O R

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.in te rf lu ve .c om

100%Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_SitePlans.dwg 19 Jan 2022 - 11:51am

C H

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D S

6 72 C-04

D .F

, S .P

R O

C H

2P 7-

-B

-X

2P 7-

-C

-X

D C

-1 -1

SA1.7

SA1.8

APN: 139-110-057

APN: 139-120-002

APN: 139-110-036

APN: 139-110-055

APN: 139-110-054

APN: 139-120-002

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

ACCESS ROUTE FOR 13B

N.I.C.

APN: 139-140-034

gguensch Polygonal Line gguensch Text Box Stop 4b gguensch Text Box Stop 4a gguensch Callout Cable, ask for key.

File details come from the government source that posted it. Updated Apr 22, 2022.