BNC-929CM003-BD-PLANSPart-3.pdf

F-1

RA

NC

HO

E

L T

EJ

ON

CI

R.

RANCHO EL TEJON

CIR. RANCHO EL TEJONCIR.

W

HITE W

OLF DRIVE

WHITE WOLF DRIVE

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

TEHACHAPI WAY

COMMITTAL SHELTER LOOP

MAINTENANCE ACCESS ROAD

X

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SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 7

SECTION 18

SECTION 17

SECTION 16

SECTION 15

COLUMBARIUM COMPLEX A

ASSEMBLY AREA

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COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY U.S. FLAG

CORTEGE LANE

SS

SS

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XX

XX

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY U.S. FLAG

CORTEGE LANE

SS

SS

LO

C

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C

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TP

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SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 6

2,152 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

P-1

B-1 B-2

HA-2

HA-3

HA-1

HA-4

B-3

B-4

F-2

B-6

B-5

P-2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026

KEY MAP

(NOT TO SCALE)

NORTHGRAPHICAL SCALE: 1"=80'

80 40 0 80 160 240

PERCOLATION TEST LOCATION

(5'-10' DEPTH)

P-#

LEGEND

NOTES

1. BORINGS AND GEOTECHNICAL INVESTIGATION

COMPLETED BY TERRACON AND REPORTED IN

GEOTECHNICAL REPORT DATED AUGUST 29, 2025.

2. SEE SHEETS B-101 & B-102 FOR BORING LOGS

HAND AUGER LOCATION (3-5'

DEPTH)

HA-#

BORING LOCATION (10' DEPTH)B-#

FOUNDATION BORING

LOCATION (20' DEPTH)

F-#

B-100

SUBSURFACE BORING LOCATION

PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 B-101

SUBSURFACE BORING LOGS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 B-102

SUBSURFACE BORING LOGS

PRE-PLACED DOUBLE DEPTH CRYPT SECTIONS (BASE BID)

CEMETERY EXPANSION KEYNOTE

LEGEND:

DESCRIPTION

IN-GROUND CREMAIN SECTIONS (BASE BID)

COLUMBARIUM PLAZA C (BASE BID).

KEY

INSTALL AUTOMATED CEMETERY ENTRANCE GATES

(BID OPTION 3).

EXISTING CEMETERY

IMPROVEMENTS KEYNOTE LEGEND:

DESCRIPTION

REPAINT/RESTAIN RECESSED DARK COLOR LETTERING

IN CEMETERY ENTRANCE SIGNS AND HONOR WALL

(BASE BID).

NOT USED

KEY

NEW PLANTINGS AND IRRIGATION WITHIN EXISTING

PLANTING BEDS BETWEEN AND AROUND PERIMETER OF

SECTIONS 15 TO 17 (BASE BID). EXISTING VALLEY OAKS

TO REMAIN. CONTRACTOR SHALL PROTECT EXISTING

VALLEY OAKS DURING CONSTRUCTION AND ENSURE

SURVIVABILITY.

REPAIR AND REFINISH EXTERIOR WALL OF

PUBLIC RESTROOM. (BID OPTION 3)

ASSEMBLY AREA NEW ROSTRUM & SERVICE SEAL

PILLARS. (BID OPTION 3)

COMMITTAL SERVICE SHELTER ROOF AND

DRAINAGE REPAIR. (BID OPTION 3)

EXISTING ROADWAY PAVEMENT REPAIR. (BID

OPTION 2)

COLUMBARIUM PLAZA D (BASE BID).

NEW ROADWAYS (BASE BID).

INSTALL WATER TREATMENT SYSTEM AT ADMIN &

MAINTENANCE BUILDINGS (BASE BID).14

REPLACE WATER METERS AT ADMIN & MAINTENANCE

BLDGS (BASE BID).15

REPLACE CAMERAS & INTRUSION DETECTION DEVICES AT

ADMIN & MAINTENANCE BUILDINGS (BID OPTION 3).16

RANCHO EL TEJONCIR.

WHITE WOLF DRIVE

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

RANCHO EL TEJON CIR.

TEHACHAPI WAY

COMMITTAL SHELTER

LOOP

MAINTENANCE ACCESS ROAD

MAINTENANCE ACCESS ROAD

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

X X

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SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 7

SECTION 18

SECTION 17

SECTION 16

SECTION 15

COLUMBARIUM COMPLEX A

ASSEMBLY AREA

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XX

XX

WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

E

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XX XX XX XX XX XX

XX

XX

XX

XX

XX

WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 6

2,152 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)1

6 9

161514

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 C-100

OVERALL SITE DEVELOPMENT PLAN

NORTHGRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

KEY MAP

(NOT TO SCALE)

X

XX

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X

X

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W

XX

XX

XX

XX

XX

XX

XX

XX

XX

WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

RANCHO EL TEJONCIR.

WHITE WOLF DRIVE

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

RANCHO EL TEJON CIR.

TEHACHAPI WAY

COMMITTAL SHELTER

LOOP

MAINTENANCE ACCESS ROAD

MAINTENANCE ACCESS ROAD

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

X X

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SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 7

SECTION 18

SECTION 17

SECTION 16

SECTION 15

COLUMBARIUM COMPLEX A

ASSEMBLY AREA

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WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

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REFER TO ROSTRUM DRAWINGS

FOR DETAILED DESIGN

INFORMATION WITHIN THE

ROSTRUM COMPLEX

SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 6

2,152 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

LO

C LOC

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T1

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R2-1

R2-2

R2-2

R2-2

R2-6

R2-8

R2-8

R2-9

R2-9

R2-5

B1 B1

B1

LEGEND:

CONTRACTOR PRIMARY CONSTRUCTION

ACCESS

NEW BURIAL SECTIONS

· IN-GROUND CREMAINS

· PRE-PLACED CRYPTS

NEW COLUMBARIUM

· NEW COLUMBARIUM COMPLEX

PUBLIC RESTROOM BUILDING

· REPAIR & REFINISH WALL

HONOR WALL

· REPAIR & REFINISH WALL

MAIN ENTRANCE

· INSTALL AUTOMATED ENTRANCE GATES.

· REPAINT / RESTAIN RECESSED DARK

COLOR LETTERING IN ENTRANCE SIGNS

ASSEMBLY AREA

· CONSTRUCT ROSTRUM.

· CONSTRUCT 6 PIERS

· INSTALL SPACE FORCE SEAL.

COMMITTAL SHELTER

· REPAIR LEAKS IN ROOF

LIMITS OF CONSTRUCTION

NEW ROAD CONSTRUCTION

· CONSTRUCT NEW ROAD

· TRAFFIC AND PARKING STRIPING WHERE

NECESSARY

· ROAD SIGNAGE

EXISTING ROADWAY REPAIR

· SEAL CRACKS AND SEAL COAT PAVEMENT.

· REPAINT PAVEMENT MARKINGS.

· REPLACE CURBING SHOWN ON PAVEMENT

REPAIR PLANS

TEMPORARY RE / CONTRACTOR YARD

· RESIDENT ENGINEER TRAILER W/UTILITIES

· CONTRACTOR TRAILER W/UTILITIES

· CONSTRUCT FENCE AROUND YARD WITH

LOCKABLE GATE.

EXISTING BURIAL SECTIONS 15-17

· PROVIDE NEW PLANTING AND IRRIGATION

AT EXISTING PLANTING BEDS BETWEEN

AND AROUND THE SECTIONS

· RETAIN EXISTING VALLEY OAKS

STORM WATER MANAGEMENT AREA 1

· CONSTRUCT NEW STORM WATER

MANAGEMENT FACILITY

STORM WATER MANAGEMENT AREA 2

· EXPAND EXISTING STORM WATER

MANAGEMENT FACILITY

LOC

B1

B2

F1

F2

F3

F4

F5

R1

R2-#

T1

G1

SW1

SW2

CONSTRUCTION SEQUENCING ACTIVITIES:

· CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE BAKERSFIELD NATIONAL CEMETERY

DIRECTOR AND DESIGNATED STAFF THROUGH THE RESIDENT ENGINEER/CONTRACTING OFFICER'S

REPRESENTATIVE (RE/COR) TO MINIMIZE IMPACT TO CEMETERY OPERATION.

· ALL COSTS TO MEET THE CONSTRUCTION SEQUENCING REQUIREMENTS SHALL BE INCLUDED IN THE

CONTRACTOR'S BID AND SHALL NOT BE THE BASIS FOR ADDITIONAL COSTS TO THE OWNER.

· THE CONTRACTOR SHALL DEVELOP A CRITICAL PATH METHOD (CPM) PLAN AND SCHEDULE

DEMONSTRATING FULFILLMENT OF THE CONTRACT REQUIREMENTS IN ACCORDANCE WITH

SPECIFICATION SCHEDULE 01 32 16.15 PROJECT SCHEDULES. THE CPM PLAN SHALL ACCOUNT ALL OPERATIONAL CONSTRUCTION SEQUENCING ACTIVITIES, PHASING AND ANY SPECIFIC IDENTIFIED WORK

SEQUENCING TASKS INCLUDED IN THE CONSTRUCTION DOCUMENTS. THE CPM PLAN SHALL BE

SUBMITTED, REVIEWED AND MODIFIED AS REQUIRED UNTIL APPROVED BY THE RE/COR AND CEMETERY DIRECTOR. THE APPROVED NAS SCHEDULE SHALL, AS MUCH AS POSSIBLE, ALLOW THE CONTRACTOR

FLEXIBILITY IN THEIR MEANS AND METHODS.

· DEVIATIONS FROM THE CPM SCHEDULE SHALL BE CONSIDERED ONLY IF THE CEMETERY OPERATIONS AND INCONVENIENCE TO THE PUBLIC HAVE BEEN SATISFACTORILY ADDRESSED. SUCH DEVIATION MUST

BE APPROVED IN ADVANCE IN WRITING BY THE RE/COR.

THERE ARE SPECIFIC WORK ACTIVITIES AND ELEMENTS WITHIN THIS CONTRACT THAT ARE OF A TIME SENSITIVE NATURE TO THE OPERATION OF THE CEMETERY. THESE REQUIREMENTS ARE AS FOLLOWS:

1. WORK SEQUENCING REQUIREMENTS: ALL WORK FOR THIS PROJECT MUST BE COMPLETED ON OR BEFORE THE CONTRACT COMPLETION DATE IDENTIFIED IN THE DOCUMENTS. THE WORK SEQUENCING IDENTIFIED IN THE CONTRACT DOCUMENTS IS THE BEST INFORMATION AVAILABLE AT THE TIME OF THE ISSUANCE OF THE DOCUMENTS FOR BIDDING. THE CONTRACTOR SHALL FACTOR INTO THEIR BID THAT

THERE MAY BE ADJUSTMENTS IN THE WORK SEQUENCING AFTER CONTRACT AWARD DUE TO

UNFORESEEN CEMETERY OPERATIONAL ISSUES. BEFORE THE START OF ANY WORK, THE

CONTRACTOR IS REQUIRED TO SUBMIT A DETAILED WORK SEQUENCING PLAN. THE GENERAL

REQUIREMENTS FOR THE CONTRACTOR WORK SEQUENCING PLAN ARE AS INDICATED BELOW:

a. THE CONTRACTOR SHALL FURNISH THE RE/COR A SCHEDULE OF APPROXIMATE DATES ON WHICH

THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA OF SITE, BUILDING OR PORTION THEREOF. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE RE/COR TWO WEEKS IN ADVANCE OF THE PROPOSED DATE OF STARTING WORK IN EACH SPECIFIC AREA OF SITE, BUILDING

OR PORTION THEREOF. ARRANGE SUCH DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN

SPECIFIED SEQUENCES MUTUALLY AGREEABLE TO THE RE/COR AND THE CEMETERY DIRECTOR.

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

· INSTALL AN RE/COR FIELD OFFICE IN ACCORDANCE WITH PART 1.18 RE/COR FIELD OFFICE OF

SPECIFICATION SECTION 01 00 02 GENERAL REQUIREMENTS (MINOR NCA PROJECTS).

· PAVEMENT REPAIR SHALL NOT BEGIN UNTIL THE MAJORITY OF THE PROJECT IS COMPLETE INCLUDING COMPLETION OF NEW ASPHALT AREAS. BRING ANY OVERLAID ASPHALT GRADE TO SIDEWALK/ASPHALT

GRADE.

· RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE CONTRACTOR

WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS WITH THE RE/COR AND, IF

REQUESTED BY THE RE/COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE

UNDERGROUND FACILITIES.

· PREPARE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PART 1.17 USE OF ROADWAYS IN SPECIFICATION SECTION 01 00 02 GENERAL REQUIREMENTS (MINOR NCA PROJECTS).

· COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL BMP'S FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE

WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.

· FURNISH AND INSTALL TEMPORARY COMMUNICATIONS SERVICE TO THE RE/COR TRAILER FOR

TELEPHONE AND INTERNET ACCESS. TEMPORARY SERVICE SHALL BE THE FUNCTIONAL EQUIVALENT TO COMMUNICATIONS SERVICE AT THE ADMINISTRATION BUILDING. ROUTING AND MEANS OF CONSTRUCTION SHALL BE APPROVED BY THE SERVICE PROVIDER. UNDERGROUND INSTALLATION IS REQUIRED UNLESS

SPECIFICALLY DIRECTED OTHERWISE BY THE SERVICE PROVIDER.

· COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE

CONSTRUCTION DOCUMENTS.

· GENERAL CONTRACTOR SHALL NOT USE GENERAL PUBLIC ENTRANCE TO CEMETERY AT ANY TIME FOR ANY REASON, UNLESS APPROVED BY THE RE/COR AND ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION

TRAFFIC AWAY FROM MAIN ENTRANCE SHALL BE PROVIDED BY CONTRACTOR AT THEIR COST.

MAINTENANCE OF TRAFFIC

· TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE

CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

· CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS.

· MAINTAIN ONE LANE OF TRAFFIC OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE AUTHORIZED

BY THE RE/COR.

· EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT

OCCURS.

· CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH

REGULAR STREET SWEEPING.

· CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE

WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

· GENERAL CONTRACTOR SHALL MAINTAIN ACCESS FOR THE GRASS CONTRACTOR.

· GENERAL CONTRACTOR SHALL MAINTAIN ACCESS FOR CEMETERY PERSONNEL TO CONDUCT

MAINTENANCE, BURIALS, ETC. TO THE EXISTING BURIAL SECTIONS.

· CONTRACTOR STAGING AND STORAGE SHALL BE WITHIN AN AREA ISOLATED FROM PUBLIC ACCESS AND

WHERE APPROVED ALONG THE CONTRACTOR CONSTRUCTION ACCESS ROADWAY.

· EXISTING PAVEMENT REPAIR AND REPLACEMENT OPERATIONS SHALL BE PERFORMED AT NIGHT TO MINIMIZE DAYTIME ROAD CLOSURES. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, INCLUDING TEMPORARY LIGHTING, AS REQUIRED.

· ROADWAY ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, INCLUDING PAVING OPERATIONS. ONE LANE CLOSURES AND THE USE OF FLAGMEN IS ACCEPTABLE. TEMPORARY USE OF MILLED ROADWAY IS ACCEPTABLE AS LONG AS THE CONTRACTOR HAS PROVIDED TRANSITIONS AND PROTECTION AROUND EXPOSED MANHOLES AND OTHER

ENCUMBRANCES THAT MIGHT DAMAGE A CAR OR ITS TIRES.

C-200

CONSTRUCTION SEQUENCING

PLAN

NORTHGRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

SEQUENCE OF CONSTRUCTION

EXPANSION AREA

· COMPLETE CONTRACTOR YARD GRADING AND SET CONTRACTOR AND RE TRAILERS.

· INSTALL PERIMETER CONTROLS FOR SITE AND ALL EROSION AND SEDIMENT CONTROL BMPs.

ONLY CLEAR/DEMOLISH AREAS REQUIRED FOR INSTALLATION OF THESE CONTROLS.

· PERFORM CLEARING / DEMOLITION ACTIVITIES AS SHOWN ON PLANS

· COMPLETE MASS GRADING OF SITE, PLACE CRYPTS, AND INSTALL STORM SEWER

NETWORK. EARTHWORK AND STORM SEWER CONSTRUCTION MAY BE DONE

CONCURRENTLY ON BOTH SIDES OF WHITE WOLF DRIVE.

· INSTALL PHASE II EROSION AND SEDIMENT CONTROLS AS NEEDED. MAINTAIN PERIMETER

EROSION AND SEDIMENT CONTROLS.

· CONSTRUCT COLUMBARIUM COMPLEX.

· FINAL GRADE SITE. INSTALL SITE FURNISHINGS, SECTION MARKERS, MONUMENT

MARKERS, AND LANDSCAPING.

· PAVE CEMETERY ROADS

· REMOVE EROSION AND SEDIMENT CONTROL DEVICES ONCE GROUND STABILIZATION IS

COMPLETE. CONVERT/CONSTRUCT SWM FACILITIES.

EXISTING CEMETERY

· INSTALL REQUIRED EROSION AND SEDIMENT CONTROL BMPs.

· DEMOLISH ITEMS IDENTIFIED ON THE DEMOLITION PLAN.

· THE FOLLOWING ACTIVITIES TO BE DONE IN A MANNER THAT LEAST AFFECTS THE

OPERATION OF THE CEMETERY.

·· REPAIR OF THE COMMITTAL SHELTER ROOF.

·· CONSTRUCTION OF A ROSTRUM AND INSTALLATION OF THE SPACE FORCE EMBLEM AT

THE ASSEMBLY AREA.

·· REPAINTING OF THE LETTERING AT THE HONOR WALL.

·· REMOVAL OF STAINS ON THE WALLS AT THE PUBLIC RESTROOM.

·· IMPROVEMENTS TO THE MAIN ENTRANCE.

·· LANDSCAPING AND IRRIGATION IMPROVEMENTS IN BURIAL SECTIONS 15-18. WORK

SHALL BE LIMITED TO ONE SECTION AT A TIME TO AVOID DISRUPTION TO VISITORS.

· PAVEMENT IMPROVEMENTS.

·· PAVEMENT IMPROVEMENTS ARE TO BE COMPLETED IN A MANOR THAT LEAST IMPACTS

ACCESS TO KEY CEMETERY FEATURES.

·· CONTRACTOR TO COMPLETE PAVEMENT REPAIRS IN ORDER STARTING AT R2-1

THROUGH R2-9.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 24 OF 163

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WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

RANCHO EL TEJONCIR.

WHITE WOLF DRIVE

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

RANCHO EL TEJON CIR.

TEHACHAPI WAY

COMMITTAL SHELTER

LOOP

MAINTENANCE ACCESS ROAD

MAINTENANCE ACCESS ROAD

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

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SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 7

SECTION 18

SECTION 17

SECTION 16

SECTION 15

COLUMBARIUM COMPLEX A

ASSEMBLY AREA

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XX

WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

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REFER TO ROSTRUM DRAWINGS

FOR DETAILED DESIGN

INFORMATION WITHIN THE

ROSTRUM COMPLEX

SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 6

2,152 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

X

X X X X X X

X X X

X

X

X

X

X

X

X

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X X X

X

X

X

X

X

X

X

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X

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X X

X

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X

X

LEGEND:

CONSTRUCTION SAFETY FENCE

ACCESS GATE

XX

XX

DT501

KEY MAP

(NOT TO SCALE)

C-300

TEMPORARY CONSTRUCTION

FENCING PLAN

NORTHGRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

TEMPORARY CONSTRUCTION FENCE

NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM HEIGHT,

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS AND NOT

THE ENTIRE LIMITS OF CONSTRUCTION. REFERENCE SPECIFICATION SECTION

01 00 02 PART 1.7 I

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY

INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ALLOW FOR

THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE RE/COR

FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE,

INCLUDING CLASPS AND PADLOCKS. GATES SHOWN ARE NOT TO SCALE AND

ARE FOR LOCATION PURPOSES ONLY. CONTRACTOR TO SIZE GATES TO ALLOW

ACCESS TO ALL EQUIPMENT REQUIRED TO PERFORM WORK.

5. GATES SHALL OPEN INWARD TO THE CONSTRUCTION SITE.

6. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO

LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

7. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE

FENCE WHEN DIRECTED BY THE RE/COR.

8. CONTRACTOR TO ALLOW CEMETERY PERSONNEL TO ACCESS ALL BURIAL

SECTIONS WHEN NEEDED. MODIFICATION OF THE FENCING PLAN MAY BE

REQUIRED TO ALLOW ACCESS TO CEMETERY PERSONNEL.

9. SEE SHEET CS505 DETAIL NO. 4 FOR CONSTRUCTION SAFETY FENCE DETAIL.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 25 OF 163

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION:

THE PROPOSED IMPROVEMENTS FOR THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE CONSTRUCTION OF PREPLACED CRYPTS IN-GROUND CREMAINS, COLUMBARIUM WALLS, IRRIGATION EXTENSIONS, ASPHALT PAVEMENT, CONCRETE CURB & GUTTER, STORM DRAIN INFRASTRUCTURE, SWM FACILITIES, SITE FURNISHINGS, LANDSCAPING, ORNAMENTAL FENCING, IT UPGRADES, ACCESS IMPROVEMENTS TO THE ASSEMBLY AREA, CLEANING AND REPAIR OF WALL FINISHES THROUGHOUT THE CEMETERY, AND EXPANSION AND REPAIR OF THE COMMITTAL SHELTER ROOF.

APPROXIMATELY 23.00 ACRES OF LAND DISTURBANCE IS ANTICIPATED FOR THE DEVELOPMENT OF THIS PROJECT.

EXISTING SITE CONDITIONS:

THE PROJECT SITE IS PARTIALLY DEVELOPED AS A NATIONAL CEMETERY FOR THE U.S. DEPARTMENT OF VETERANS AFFAIRS. IMPERVIOUS AREAS INCLUDE ROADWAYS, PARKING LOTS, AND BUILDINGS SERVICING THE CEMETERY. PERVIOUS AREAS INCLUDE GRASSLANDS, LANDSCAPE AREAS AND BURIAL AREAS SURFACED WITH DEPOSED GRANITE. THE UNDEVELOPED PORTION OF THE PROJECT SITE IS GENTLY SLOPING FROM THE SOUTHEAST TO THE NORTHWEST TOWARDS A NATURAL DRAINAGE WAY. THE ELEVATION OF THE PROJECT RANGES FROM 1920 TO 1995 FEET ABOVE MEAN SEA LEVEL (MSL). SURFACE DRAINAGE AT THE SITE CURRENTLY FLOWS TO THE NORTHWEST, TOWARD A NATURAL DRAINAGE WAY RUNNING SOUTH TO NORTH THROUGH THE SITE.

ADJACENT PROPERTY:

THE SITE IS BOUNDED BY VACANT LANDS TO THE NORTH, SOUTH AND WEST. TO THE EAST OF THE SITE IS BEAR MOUNTAIN BOULEVARD (CALIFORNIA SR 223) AND VACANT LAND BEYOND THAT.

OFFSITE AREAS:

IT IS NOT ANTICIPATED, AT THIS TIME, THAT THERE WILL BE A NEED TO BORROW SOIL FROM OFFSITE AREAS; THEREFORE, NO OFFSITE DISTURBANCES ARE EXPECTED. IF IT IS DETERMINED THAT THERE IS A NEED TO BORROW SOIL FROM OFFSITE AREAS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE REQUIRED GRADING PERMITS.

SOILS:

FOR SOILS INFORMATION, SEE SHEET(s) VL100-VL106.

EROSION AND SEDIMENT CONTROL PROGRAM:

THE EROSION AND SEDIMENT CONTROL PROGRAM HAS BEEN PROPOSED IN TWO PHASES WHERE THE PHASE 1 CONTROL FACILITIES SHALL BE INSTALLED BEFORE OTHER CLEARING, GRADING AND CONSTRUCTION STARTS, THE PHASE 2 CONTROL FACILITIES SHALL BE INSTALLED AS EARTHWORK, FILLING AND ROUGH GRADING OPERATIONS PROCEED. CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PHASE 1, PHASE 2 PLANS. CONTROLS INSTALLED UNDER THE PHASE 1 PLAN ARE INTENDED TO REMAIN FOR THE DURATION OF THE PROJECT. ADDITIONAL CONTROLS WILL BE PROVIDED UNDER PHASE 2 AS NEEDED OR REQUESTED BY THE SITE INSPECTOR.

EROSION AND SEDIMENT CONTROL PRACTICES FOR ALL PHASES

1. SCHEDULING: EC-1

THE GENERAL CONTRACTOR IS TO DEVELOP AN WRITTEN PLAN THAT INCLUDES SEQUENCING OF CONSTRUCTION ACTIVITIES AND THE IMPLEMENTATION OF BMPs SUCH AS EROSION AND SEDIMENT CONTROL WHILE TAKING LOCAL CLIMATE INTO CONSIDERATION. AMEND THE SCHEDULE WHEN CHANGES ARE WARRANTED

2. STREET SWEEPING/VACUUMING: SE-7

CONTRACTOR SHALL KEEP ROADS CLEAN AND FREE OF SEDIMENT, MUD, AND OTHER DEBRIS.

EROSION AND SEDIMENT CONTROL MEASURES FOR PHASE 1 WILL INCLUDE:

1. STABILIZED CONSTRUCTION ENTRANCE / EXIT: TC-1

TEMPORARY CONSTRUCTION ENTRANCES SHALL BE INSTALLED TO MINIMIZE THE AMOUNT O SEDIMENT / MUD CARRIED FROM, THE SITE ONTO PUBLIC AND PRIVATE ROADS. IF SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR IMMEDIATELY IF PUBLIC SAFETY IS HINDERED IN ANY

WAY.

2. STABILIZED CONSTRUCTION ROADWAY:

A TEMPORARY STABILIZED ROADWAY SHALL BE INSTALLED TO PROVIDE EQUIPMENT ACCESS TO THE PROJECT SITE.

3. ENTRANCE / OUTLET TIRE WASH: TC-3

WASH RACK SHALL BE INSTALLED (IF REQUIRED) TO MINIMIZE THE AMOUNT OF SEDIMENT / MUD CARRIED FROM THE SITE ONTO PUBLIC AND PRIVATE ROADS.

4. PRESERVATION OF EXISTING VEGETATION: EC-2

PRIOR TO EARTH DISTURBING ACTIVITIES, CONTRACTOR IS TO MARK LIMITS OF CLEARING. VEGETATION, TREES, SHRUBS, ETC. NOT TO BE DISTURBED IS TO BE PROTECTED BY A SAFETY

FENCE OR OTHER APPROVED BMP.

5. SILT FENCE: SE-1

SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF ALL AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW. SILT FENCE TO BE

REPLACED ON A REGULAR BASIS ACCORDING TO MANUFACTURE' S SPECIFICATIONS.

6. EARTH DIKES AND DRAINAGE SWALES: EC-9.

EARTH DIKES AND DRAINAGE SWALES ARE TO BE INSTALLED TO DIRECT CLEAN WATER AROUND THE PROJECT SITE OR TO DIRECT SEDIMENT-LADEN RUNOFF TO OTHER BMPs.

7. VELOCITY DISSIPATION DEVICES: EC-10

SHALL BE PLACED AT THE OUTLET OF ALL PIPES IN THE PROJECT AREA TO PREVENT SCOUR OF SOIL CAUSED BY CONCENTRATED HIGH VELOCITY FLOWS.

8. SEDIMENT BASIN: SE-2

A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT TO DETAIN SEDIMENT-LADEN RUNOFF FROM LARGE DISTURBED AREAS (GREATER THAN 5 ACRES).

9. SEDIMENT TRAP: SE-3

A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT TO DETAIN SEDIMENT-LADEN RUNOFF FROM SMALL DISTURBED AREAS (LESS THAN 5 ACRES).

10. CHECK DAM: SE-4

SHALL BE INSTALLED IN DRAINAGE SWALES TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS.

11. STORM DRAIN INLET PROTECTION: SE-10

INLET PROTECTION DEVICES SHALL BE PLACED ON ALL EXISTING STORM SEWER INLETS WITHIN THE PROJECT SITE. INSTALL INLET PROTECTION DEVICES ON ANY STORM DRAINAGE

REQUIRED PER THE EROSION AND SEDIMENT CONTROL PLAN.

12. DEWATERING: NS-2

ALL DEWATERING OPERATIONS OF SEDIMENT BASINS, TRAPS, TRENCH-WORK, ETC. SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE.

EROSION AND SEDIMENT CONTROL MEASURES FOR PHASE 2 WILL INCLUDE:

1. ALL PERIMETER CONTROLS INSTALLED WITH PHASE 1 SHALL REMAIN FOR THE DURATION OF THE PROJECT.

2. ADDITIONAL SILT FENCE SHALL BE INSTALLED AS REQUIRED TO CONTROL EROSION.

3. SILT FENCE: SE-1

CONTRACTOR TO ADD ADDITIONAL SILT FENCE DOWNSLOPE OF DISTURBED AREAS TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW.

4. CHECK DAM: SE-4

CHECK DAMS SHALL BE INSTALLED IN DRAINAGE SWALES TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS UNTIL SWALES ARE STABILIZED BY TURF OR OTHER

PERMANENT STABILIZATION MEANS.

5. STORM DRAIN INLET PROTECTION: SE-10

INLET PROTECTION DEVICES SHALL BE PLACED ON ALL INSTALLED STORM DRAIN INLETS UNTIL ALL DENUDED AREAS ARE PERMANENTLY STABILIZED.

6. HYDROSEEDING: EC-4

HYDROSEEDING IS TO BE USED AS BOTH A TEMPORARY AND PERMANENT FORM OF STABILIZATION TO ESTABLISH VEGETATIVE COVER. ANY DENUDED AREA TO BE LEFT INACTIVE FOR 14

DAYS OR MORE IS TO BE HYDROSEEDED WITH FAST GERMINATING VEGETATION.

7. FIBER ROLLS: SE-5

FIBER ROLLS TO BE INSTALLED PERPENDICULAR TO SLOPES TO INTERCEPT RUNOFF, REDUCE FLOW VELOCITY, RELEASE RUNOFF OF SHEET FLOW, AND PROVIDE SEDIMENT REMOVAL FROM

THE RUNOFF. FIBER ROLLS TO REMAIN UNTIL PERMANENT STABILIZATION IS ESTABLISHED.

8. SOIL PREPARATION / ROUGHENING: EC-15

SOIL PREPARATION / ROUGHENING SHALL BE DONE IN ALL AREAS THAT ARE TO BE PERMANENTLY OR TEMPORARILY SEEDED.

9. NON-VEGETATIVE STABILIZATION: EC-16

NON-VEGETATIVE STABILIZATION SHALL BE USED FOR TEMPORARY AND PERMANENT STABILIZATION PURPOSES. ANY DENUDED AREAS OF VEHICULAR OR PEDESTRIAN TRAFFIC THAT ARE TO BE LEFT DORMANT FOR 14 DAYS ARE TO BE STABILIZED WITH DEGRADABLE MATERIALS. DEPOSED GRANITE IS TO BE USED FOR PERMANENT STABILIZATION.

MANAGEMENT STRATEGIES:

1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.

2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.

3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.

4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.

5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.

6. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED.

MAINTENANCE:

IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED

IN PARTICULAR.

1. THE CONSTRUCTION ENTRANCE WILL BE CHECKED REGULARLY AND MAY REQUIRE PERIODIC TOP DRESSING WITH STONES OR THE WASHING AND REWORKING OF

EXISTING STONE AS CONDITIONS DEMAND.

2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF

SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER.

3. SEDIMENT BASINS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP REACHES THE CLEANOUT POINT. SEDIMENT SHALL BE DISPOSED IN SUITABLE AREAS

AND IN SUCH A MANNER THAT IT WILL NOT ERODE OR CAUSE SEDIMENTATION PROBLEMS. (EMERGENCY SPILLWAYS SHOULD BE CHECKED REGULARLY TO ENSURE THAT

ITS LINING IS WELL ESTABLISHED AND EROSION RESISTANT).

4. SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO IT'S ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A

MANNER THAT IT WILL NOT ERODE OR CAUSE SEDIMENTATION PROBLEMS.

5. THE STORM DRAIN INLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE INLET IS CLOGGED BY SEDIMENT, IT SHALL BE

REMOVED AND CLEANED OR REPLACED.

6. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE

REMOVED AND CLEANED OR REPLACED.

7. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE-SEEDED AS NEEDED.

8. DIVERSION DIKES AND STORM CONVEYANCE CHANNELS SHALL BE INSPECTED DAILY AND AFTER EACH RAINFALL EVENT TO ENSURE THEY ARE FUNCTIONING PROPERLY

AND THAT THE INTEGRITY OF THE LININGS ARE IMPAIRED.

PERMANENT OR TEMPORARY SOIL STABILIZATION:

1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE

SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 14 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT

PERMANENT VEGETATIVE COVER NOTE:

1. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE

CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.

2. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION, THE USE OF SURFACE ROUGHENING TECHNIQUES SHALL BE

EMPLOYED. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED AS DIRECTED BY THE SITE INSPECTOR.

3. SOIL STOCKPILES AND BORROW AREAS NOTE:

DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED BY SILT FENCE AND SHALL BE PROTECTED BY MULCH

AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.

EROSION CONTROL REMOVAL NOTE :

ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

DUST CONTROL NARRATIVE:

THE CONTRACTOR SHALL UTILIZE DUST CONTROL MEASURES AS DEFINED IN THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) HANDBOOK TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.

GENERAL EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL IDENTIFY LOCATIONS OF POTENTIAL POLLUTION SOURCES SUCH AS VEHICLE FUELING AREAS, STORAGE AREAS FOR FERTILIZERS AND

CHEMICALS, SANITARY WASTE FACILITIES, ETC. AND SHALL DEVELOP A STORMWATER POLLUTION PREVENTION PLAN FOR SUCH SITES.

2. THE TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS SHOWN ON THE EROSION AND SEDIMENT CONTROL (ESC) PLAN FOR THIS PROJECT ARE INTENDED TO

PROVIDE A GENERAL PLAN FOR CONTROLLING EROSION AND SEDIMENT WITHIN THE PROJECT LIMITS. THE ESC PLAN IS BASED ON FIELD CONDITIONS AT THE TIME OF PLAN DEVELOPMENT AND ASSUMED SEQUENCE OF CONSTRUCTION FOR THE PROJECT. THE CONTRACTOR, IN CONJUNCTION WITH THE PROJECT ENGINEER AND/OR ENVIRONMENTAL MONITOR, SHALL ADJUST THE LOCATION, QUANTITY AND TYPE OF EROSION AND SEDIMENT CONTROL ITEMS REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS ENCOUNTERED AT THE TIME OF CONSTRUCTION AND THE ACTUAL SCHEDULING AND SEQUENCING OF THE CONSTRUCTION ACTIVITIES. SIGNIFICANT CHANGES TO THE PROPOSED ESC PLAN (E.G.. THOSE THAT REQUIRE AN EMERGENCY ANALYSIS) SHALL BE SUBMITTED TO THE LEGALLY RESPONSIBLE PERSON (LRP), DUALLY AUTHORIZED REPRESENTATIVE (DAR) AND ANY OTHER REQUIRED AGENCIES NEEDED FOR REVIEW AND APPROVAL. ANY CHANGES TO THE PROPOSED ESC PLAN MUST BE NOTED ON A DESIGNATED PLAN SET (RECORD SET) WHICH SHALL BE RETAINED ON THE PROJECT SITE AND MADE AVAILABLE UPON REQUEST.

3. THE AREAS BEYOND THE PROJECTS CONSTRUCTION AREA ARE TO BE PROTECTED FROM SILTATION. PERIMETER CONTROLS SUCH AS FILTER BARRIER, SILT FENCE, DIVERSION DIKES, ETC., SHALL BE INSTALLED PRIOR TO ANY GRUBBING OPERATIONS OR OTHER EARTH MOVING ACTIVITIES.

4. TEMPORARY EARTHEN STRUCTURES SUCH AS DIKES AND BERMS ARE TO BE STABILIZED IMMEDIATELY UPON INSTALLATION. STABILIZATION MAY INCLUDE TEMPORARY OR PERMANENT SEEDING, RIP RAP, AGGREGATE, SOD, MULCHING, AND/OR SOIL STABILIZATION BLANKETS AND MATTING IN CONJUNCTION WITH SEEDING.

5. ALL CHANNEL RELOCATION'S ARE TO BE CONSTRUCTED DURING THE EARLIEST STAGE OF CONSTRUCTION AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE PERMIT REQUIREMENTS AND SHALL BE CONSTRUCTED IN THE DRY WHEREVER POSSIBLE. STABILIZATION OR VEGETATION SHALL BE ESTABLISHED BEFORE

FLOW IS REDIRECTED THROUGH THE CONSTRUCTED AREA.

6. DEVICES SHOWN ABOVE ARE TO BE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROLS MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL DEVICES TO THOSE SHOWN IN ORDER TO CONTROL

EROSION AND SEDIMENTATION.

7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK.

8. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF ALLAYING DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM CHLORIDE OR BOTH MATERIALS

ALONG THOSE SECTIONS OF THE PROJECT ADJACENT TO PUBLIC ACCESS.

9. APPLY PERMANENT VEGETATION (SODDING AND SEEDING) WITH SOIL PREPARATION.

10. NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE OR WEARING SURFACE ARE CONTAMINATED BY SILT

TRAPPED AT LOW POINT OR INLETS.

EROSION CONTROL PROGRAM:

1. NO DISTURBED AREA SHALL BE LEFT DENUDED FOR MORE THAN 14 CALENDAR DAYS UNLESS AUTHORIZED BY THE SITE INSPECTOR.

2. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED BY SILT FENCE AND SHALL BE PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY

AFTER GRADING.

3. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SEDIMENT BASIN EMBANKMENTS ARE TO BE MACHINE-COMPACTED, SEEDED AND MULCHED FOR TEMPORARY

VEGETATIVE COVER IMMEDIATELY (AS SOON AS POSSIBLE, BUT NO LATER THAN 48 HRS) AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED.

4. ALL FILLS ARE TO BE LEFT WITH A LIP AT THE TOP OF THE SLOPE AT THE END OF EACH DAY'S OPERATION.

5. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS OF COMPLETION OF GRADING.

GC001

EROSION AND SEDIMENT CONTROL

NARRATIVE