Exhibit B Debris Removal Plans 08312020.pdf

PDF 24 MB Posted Jul 26, 2021

Attached to: Sacramento Weir Clearing Project Federal contract opportunity
Solicitation number: W91238-21-R-0078
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

This file describes a federal contract opportunity for vegetation and debris clearing services. The Sacramento Weir Clearing Project solicitation, issued by the Department of the Army Corps of Engineers Engineering District Sacramento, is seeking a non-personal services contractor to provide clearing of vegetation and debris for the American River Common Features 2016 Sacramento Weir Widening Project. The solicitation number is W91238-21-R-0078. The contractor will be required to clear vegetation and debris from the project site to support widening of the Sacramento Weir. The period of performance and pricing terms are not specified in the provided file.

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Other files for this federal contract opportunity

Other files attached to Sacramento Weir Clearing Project, newest first.
File	Type	Posted
Sac Weir Q and As.docx	DOCX document	Sep 1, 2021
Sac Weir Clearing Revised PWS.docx	DOCX document	Sep 1, 2021
Site Visit Update.pdf	PDF	Aug 18, 2021
W9123821R007800001.pdf	PDF	Aug 12, 2021
Sac Weir Clearing Site showing map.pdf	PDF	Aug 12, 2021
W9123821R0078 - Sac Weir Tree Clearing.pdf	PDF	Jul 26, 2021
Exhibit A Clearing Plans.pdf	PDF	Jul 26, 2021
Sac Weir Clearing PWS.pdf	PDF	Jul 26, 2021
A1.13 Appendix A - PPQ.pdf	PDF	Jul 26, 2021

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XXXXXX-XX-X-XXXX

07/30/2020

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

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EXHIBIT B DEBRIS REMOVAL PLANS

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Sacramento District

AMERICAN RIVER COMMON FEATURES 2016

SACRAMENTO WEIR WIDENING

EXHIBIT B, DEBRIS REMOVAL PLANS

YOLO COUNTY, CA

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GENERAL SHEETS

G-001 COVER SHEET

G-002 SHEET INDEX & GENERAL NOTES

G-003 DEBRIS SURVEY INDEX

SURVEY/MAPPING SHEETS

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V-101 EXISTING TOPOGRAPHY AND DEBRIS SURVEY CONTROL 1

V-102 EXISTING TOPOGRAPHY AND DEBRIS SURVEY CONTROL 2

V-103 EXISTING TOPOGRAPHY AND DEBRIS SURVEY CONTROL 3

V-104 EXISTING TOPOGRAPHY AND DEBRIS SURVEY CONTROL 4

V-105 EXISTING TOPOGRAPHY AND DEBRIS SURVEY CONTROL 5

V-106 EXISTING TOPOGRAPHY AND DEBRIS SURVEY CONTROL 6

V-501 DEBRIS SURVEY SITE PHOTOGRAPHS 1

V-502 DEBRIS SURVEY SITE PHOTOGRAPHS 2

V-503 DEBRIS SURVEY SITE PHOTOGRAPHS 3

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GENERAL NOTES

1. BASIS OF SURVEY DATA IS WGS 84 GEOGRAPHIC COORDINATE SYSTEM. TOPOGRAPHIC SURVEY AND AERIAL MAPPING IS PROVIDED BY WOOD RODGERS, INC. SURVEY COMPLETED (TBD). AS REQUIRED BY ER 110-2-8160

ALL ELEVATION DATA PROVIDED HEREIN ARE REFERENCED TO THE NAVD 1988 VERTICAL.

2. THE BASELINE INFORMATION SHOWN ON THE DRAWINGS IS A CONSTRUCTION REFERENCE LINE ESTABLISHED FOR THE PROJECT FACILITIES SHOWN. CONTRACTOR IS TO STAKE THE BASELINE AND ANY OFFSETS REQUIRED.

3. AERIAL PHOTOS, INCLUDED IN THE DRAWINGS ARE PROVIDED FOR REFERENCE ONLY. NOT ALL FACILITIES ARE SHOWN. CONTRACTOR MUST CONFIRM AND BE SATISFIED AS TO LOCATIONS OF EXISTING FACILITIES WHICH

MAY BE AFFECTED BY CONSTRUCTION.

4. UTILITY INFORMATION ON THE PROJECT DRAWINGS WAS COMPILED FROM AVAILABLE DATA AND THE LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION, THE ACTUAL DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND ELEVATIONS OF ALL EXISTING UTILITIES MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND DEPTH OF THE UNDERGROUND UTILITIES. ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES MUST BE PROTECTED FROM DAMAGE BY CONSTRUCTION EQUIPMENT AND OPERATIONS. EXCAVATION WILL NOT BE ALLOWED PRIOR TO UTILITY POTHOLING WITHIN THE

LIMITS OF CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT

1-800-642-2444, 48 HOURS BEFORE WORK IS TO BEGIN.

6. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST CONTACT ALL UTILITY COMPANIES WITH REGARD TO WORKING OVER, UNDER, OR AROUND EXISTING FACILITIES AND TO OBTAIN INFORMATION REGARDING

RESTRICTIONS THAT ARE REQUIRED TO PREVENT DAMAGE TO THE FACILITIES.

7. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGGERS, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC.

CONSTRUCTION OPERATIONS MUST COMPLY WITH THE WORK AREA AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (CAMUTCD). THE CONTRACTOR IS TO PROVIDE TO THE COUNTY TRAFFIC ENGINEERS FOR REVIEW, A PLAN SHOWING TRAFFIC CONTROL MEASURES AND/OR DETOURS FOR VEHICLES AFFECTED BY THE CONSTRUCTION WORK. THE APPROVED PLAN MUST BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR TO THE IMPLEMENTATION OF TRAFFIC CONTROL MEASURES. PUBLIC CONVENIENCE, PUBLIC SAFETY AND TRAFFIC CONTROL MUST BE PROVIDED IN ACCORDANCE WITH CALTRANS CONSTRUCTION SPECIFICATIONS AND AS DIRECTED BY THE CONTRACTING OFFICER. SAFE VEHICULAR AND PEDESTRIAN ACCESS MUST BE PROVIDED AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

8. THE CONTRACTOR MUST MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE

CONSTRUCTION AREA UNTIL NEW IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING

CONSTRUCTION MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE.

10. APN AND PROPERTY BOUNDARY SHOWN ON DRAWINGS ARE FOR DISCUSSION PURPOSE ONLY. THE

CONTRACTOR MUST ACCURATELY LOCATE ALL BOUNDARIES SHOWN IN PLAN SET.

11. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES AND LOCATIONS OF ALL EXISTING FACILITIES AND

FEATURES BEFORE WORK BEGINS.

12. ADJACENT CALIFORNIA DEPARTMENT OF WATER RESOURCES "LEBLS" PROJECT IS EXPECTED TO HAVE OVERLAPPING CONSTRUCTION SEASONS WITH THIS CONTRACT. FURTHER COORDINATION WILL BE NECESSARY

WITH THE DWR'S CONTRACTOR UPON AWARD OF CONTRACT.

13. THE CONTRACTOR MUST APPLY FOR AND OBTAIN AN ENCROACHMENT PERMIT FROM YOLO COUNTY PRIOR TO

BEGINNING CONSTRUCTION.

14. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT

THE COURSE OF CONSTRUCTION.

15. THE CONTRACTOR IS RESPONSIBLE FOR BEING FAMILIAR WITH POSSIBLE RIVER CONDITIONS. RIVER CONDITION

INFORMATION IS AVAILABLE AT CDEC.WATER.CA.GOV

16. ADJACENT CALIFORNIA DEPARTMENT OF WATER RESOURCES "LEBLS" PROJECT HAS THE TEMPORARY LEVEE SHOWN HEREIN AS AN OPTION IN THEIR CONTRACT. THIS LEVEE IS NOT EXPECTED TO BE CONSTRUCTED PRIOR TO COMPLETION OF THE NORTH LEVEE SETBACK, THEREFORE NEGATING THE NEED FOR A TEMPORARY LEVEE.

CONTRACTOR WILL SCHEDULE WORK ACCORDINGLY IN CONJUNCTION WITH THE "LEBLS" PROJECT SCHEDULE

TO MAINTAIN THE NECESSARY LEVEL OF FLOOD PROTECTION AT ALL TIMES.

17. COUNTY ROAD 126 (CR-126) IS BEING RENAMED AS COUNTY ROAD 124 (CR-124) AS A PART OF THE ADJACENT CALIFORNIA DEPARTMENT OF WATER RESOURCES "LEBLS" PROJECT. THE OLD ALIGNMENT WILL BE DEMOLISHED AS A PART OF THE "LEBLS" PROJECT WITH THE ALIGNMENT PROPOSED BY THIS CONTRACT AND

THE "LEBLS" PROJECT BEING CALLED CR-124.

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DEBRIS SURVEY POINTS GENERAL TRASH DATA

POINT SHEET TYPE DESCRIPTION QUANTITY LATITUDE LONGITUDE DEBRIS TYPE ESTIMATED DEBRIS

PER 1000 SQFT

001 V-104 STEEL CATWALK & GIRDER

STEEL CATWALK (~20 FT LENGTH) WITH STAIRS (~10 FT LENGTH)

ATTACHED I-BEAM (~20 FT LENGTH) 1 38°36'9.21"N 121°34'44.70"W GENERAL LITTER (BOTTLES, PAPER, CANS, CIGARETTES, ETC) 25

002 V-102 GARBAGE DUMP PLASTIC TOYS AND RECREATION EQUIPMENT - EVIDENCE OF

BATTERIES AND OIL ~30 38°36'18.38"N 121°34'1.23"W LARGER DEBRIS (TOYS, TOOLS, MACHINE PARTS, RAILROAD SPIKES) 5

003 V-101 STEEL PIPE SMASHED STAINLESS STEEL PIPE EMBEDDED INTO TRENCH - 10 INCHES IN DIAMETER 1 38°36'23.65"N 121°33'43.59"W LARGE DEBRIS (STEEL PIPES, YARD MACHINES, TELEVISIONS) 1

004 V-101 STEEL SHEETS

CRUMPLED STEEL SHEETS ALONG TRENCH FORMERLY USED FOR

EROSION CONTROL (~5 FT LENGTH) 2 38°36'31.21"N 121°33'42.42"W

005 V-101 CONCRETE PIPE PARTIALLY BURIED CONCRETE PIPE (1 FT DIAMETER) OF UNKNOWN

LENGTH AT BOTTOM OF TRENCH 1 38°36'34.29"N 121°33'45.54"W

006 V-101 MACHINE REMAINS STEEL REMAINS OF A MACHINE 1 38°36'35.27"N 121°33'46.41"W

007 V-101 STEEL LADDER ABANDONED STEEL LADDER (~10 FT) 1 38°36'37.96"N 121°33'49.01"W

008 V-101 GARBAGE DUMP & TELEVISION SET PLASTIC, METAL PARTS AND OTHER EQUIPMENT - INCLUDES TV SET ~10 38°36'33.39"N 121°33'42.14"W

009 V-101 WOOD PILE PILE OF WOOD (20 FT x 20 FT x 6 FT) 1 PILE 38°36'32.11"N 121°33'41.00"W

010 V-102 WOOD PILE PILE OF WOOD (40 FT x 30 FT x 7 FT) 1 PILE 38°36'40.46"N 121°34'11.74"W

011 V-101 GARBAGE DUMP ABANDONED STEEL & PLASTIC LARGE DEBRIS AND YARD EQUIPMENT

INCLUDING GAS LAWNMOWER ~20 38°36'36.60"N 121°33'39.83"W

012 V-101 STEEL POLE ABANDONED STEEL PIPE 1 38°36'37.29"N 121°33'40.68"W

013 V-101 STEEL PIPES ABANDONED STEEL PIPES (12 IN x 10 FT) 5 38°36'38.25"N 121°33'40.43"W

014 V-101 COUCH COUCH WITH CUSHIONS 1 38°36'39.52"N 121°33'43.24"W

015 V-101 FALLEN ELECTRICAL POLE & HARDWARE FALLEN WOOD ELECTRICAL POLE, ELECTRICAL HARDWARE, & (3x)

CONCRETE TUBE SECTIONS 1 38°36'36.17"N 121°33'41.17"W

016 V-101 CONCRETE TUBE SECTIONS CONCRETE TUBE SECTIONS (3 FT DIAMETER) 3 38°36'36.17"N 121°33'41.17"W

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EXISTING SACRAMENTO BYPASS

WIDENED SACRAMENTO BYPASS

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V-104

V-102

V-101

STEEL CATWALK & GIRDER

STEEL CAT WALK (~20 FT LENGTH) WITH STAIRS (~10 FT LENGTH) & ATTACHED I-BEAM (~20 FT LENGTH)

QUANTITY : 1

LAT : 38°36'9.21"N

LONG : 121°34'44.70"W

GARBAGE DUMP

PLASTIC TOYS AND RECREATION EQUIPMENT

QUANTITY : ~30

LAT : 38°36'18.38"N

LONG : 121°34'1.23"W

STEEL PIPE

SMASHED STAINLESS STEEL PIPE EMBEDDED INTO TRENCH (10 IN DIAMETER)

QUANTITY : 1

LAT : 38°36'23.65"N

LONG : 121°33'43.59"W

V-101

STEEL SHEETS

CRUMPLED STEEL SHEETS ALONG TRENCH FORMERLY USED FOR EROSION CONTROL (~5 FT LENGTH)

QUANTITY : 2

LAT : 38°36'31.21"N

LONG : 121°33'42.42"W

V-101

CONCRETE PIPE

PARTIALLY BURIED CONCRETE PIPE (1 FT DIAMETER) OF UNKNOWN LENGTH AT BOTTOM OF TRENCH

QUANTITY : 1

LAT : 38°36'24.29"N

LONG : 121°33'45.54"W

V-101

MACHINE REMAINS

STEEL REMAINS OF AN UNKNOWN MACHINE

QUANTITY : 1

LAT : 38°36'35.27"N

LONG : 121°33'46.41"W

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STEEL LADDER

STEEL LADDER (~10 FT)

QUANTITY : 1

LAT : 38°36'37.96"N

LONG : 121°33'49.01"W

V-101

GARBAGE DUMP & TELEVISION SET

PLASTIC, METAL PARTS AND OTHER EQUIPMENT - INCLUDES TV SET

QUANTITY : ~10

LAT : 38°36'33.39"N

LONG : 121°33'42.14"W

V-101

WOOD PILE

PILE OF WOOD (20 FT x 20 FT x 6 FT)

QUANTITY : 1 PILE

LAT : 38°36'32.11"N

LONG : 121°33'41.00"W

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WOOD PILE

PILE OF WOOD (40 FT x 30 FT x 7 FT)

QUANTITY : 1 PILE

LAT : 38°36'40.46"N

LONG : 121°34'11.74"W

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GARBAGE DUMP

ABANDONED STEEL & PLASTIC LARGE DEBRIS & YARD EQUIPMENT INCLUDING GAS LAWNMOWER

QUANTITY : ~20

LAT : 38°36'36.60"N

LONG : 121°33'39.83"W

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STEEL POLE

ABANDONED STEEL PIPE (10 FT LENGTH)

QUANTITY : 1

LAT : 38°36'37.29"N

LONG : 121°33'40.68"W

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R N

C R

, C A

-H

O U

C O

U N

, C

, D

O M

M O

N F

6, S

EXHIBIT B DEBRIS REMOVAL PLANS

D R

G F

N U

-0

N U

V-503

S U

H O

H S

N . P

O N

M . K

U C

N . P

O N

R . T

O R

V-101

STEEL PIPES

ABANDONED STEEL PIPES (12 IN x 10 FT)

QUANTITY : 5

LAT : 38°36'38.25"N

LONG : 121°33'40.43"W

COUCH

COUCH WITH CUSHIONS

QUANTITY : 1

LAT : 38°36'39.52"N

LONG : 121°33'43.24"W

V-501

FALLEN ELECTRICAL POLE & HARDWARE

FALLEN WOOD ELECTRICAL POLE, ELECTRICAL HARDWARE

QUANTITY : 1

LAT : 38°36'36.17"N

LONG : 121°33'41.17"W

CONCRETE TUBE SECTIONS

CONCRETE TUBE SECTIONS (3 FT DIAMETER)

QUANTITY : 3

LAT : 38°36'36.17"N

LONG : 121°33'41.17"W

G-001

Sheets and Views

G-001

G-002

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GI001

G-003

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G003

V-100

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V-100

V-101

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V-101

V-102

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V-102

V-103

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V-103

V-104

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V-104

V-105

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V-105

V-106

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V-106

V-501

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V-501

V-502

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V-502

V-503

Sheets and Views

V-503

File details come from the government source that posted it. Updated Jul 26, 2021.