W9123624B2014_Ready To Advertise_Drawings_Jan_2024_Volume_1 of 2.pdf

PDF 30 MB Posted Feb 7, 2024

Attached to: AIT Phase IV Headquarters Buildings
Solicitation number: W9123624B2014
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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Written by GovTribe AI · Feb 7, 2024

This document contains details of a pre-solicitation notice for construction of two headquarters buildings at Fort Eustis in Newport News, Virginia. The U.S. Army Corps of Engineers Norfolk District will issue an invitation for bid seeking a firm-fixed-price contract to construct a 10,900 square foot Battalion Headquarters Building and a 9,450 square foot Brigade Headquarters Building. Both buildings will be single story facilities with special foundations, fire protection and alarm systems, and energy monitoring control systems. Additional site work will include utilities, lighting, parking, storm drainage, landscaping and signage. The estimated price range for construction is between $10 million and $25 million. The solicitation will be set aside for small businesses with a NAICS code of 236220 and size standard of $45 million. The contract completion period will be 540 calendar days. Prospective bidders must register in SAM and monitor for the solicitation and any amendments on sam.gov.

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W9123624B2014_Ready To Advertise_Drawings_Jan_2024_Volume_2 of 2.pdf	PDF	Feb 7, 2024

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US Army Corps of Engineers ®

AIT BARRACKS COMPLEX PHASE 4 - HQ

PROJECT NUMBER: 73391

READY TO ADVERTISE (RTA)

NORFOLK DISTRICT

ARCHITECTURAL MECHANICAL ELECTRICALCIVIL STRUCTURAL FIRE PROTECTION

JOINT BASE LANGLEY-

EUSTIS (EUSTIS)

VICINITY MAPLOCATION MAP

N.T.S. N.T.S.

PROJECT LOCATION

MAIN GATE

JOINT BASE LANGLEY-EUSTIS (EUSTIS)

TELECOMMUNICATIONS

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US Army Corps of Engineers

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READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH, NC 27606-3394

(919) 851-6866

(919) 851-7024 FAX

LICENSE # F-0672

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 17047

SUMMER

CONSULTANTS

I N C O R P O R A T E D

SOLICITATION NO.: W9123624B2014

CONTRACT NO.: W9123624C2014

NAO FILE NO.: 972

ISSUE DATE: JANUARY 2024

VOLUME: I OF II

01/26/2024 01/29/202401/31/202401.

29.

TITLESHEET ID. FILENAME TITLESHEET ID. FILENAME

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CIVIL

VF101 VF101.DWG SITE TOPOGRAPHIC SURVEY

B-101 B-101.DWG SOIL TEST BORING LOCATIONS

BB601 BB601.DWG SOIL TEST BORING LOGS

BB602 BB602.DWG SOIL TEST BORING LOGS

C-001 C-001.DWG CIVIL LEGEND

CD101 CD101.DWG SITE DEMOLITION PLAN

CD101A CD101.DWG SITE DEMOLITION PLAN - BID OPTION 1

CS101 CS101.DWG SITE LAYOUT PLAN

CS101A CS101.DWG SITE LAYOUT PLAN - BID OPTION 1

CS102 CS102.DWG SITE PAVING, STRIPING AND SIGNAGE PLAN

CS102A CS102.DWG SITE PAVING, STRIPING AND SIGNAGE PLAN - BID OPTION 1

CS103 CS103.DWG FIRE LANE JOINT PLAN

CS201 CS201.DWG SITE ROAD PROFILES

CS501 CS501.DWG SITE LAYOUT DETAILS

CS502 CS502.DWG SITE LAYOUT DETAILS

CS503 CS503.DWG SITE LAYOUT DETAILS

CS701 CS701.DWG SITE LAYOUT TABLES

CG101 CG101.DWG SITE GRADING PLAN

CG101A CG101.DWG SITE GRADING PLAN - BID OPTION 1

CG102 CG102.DWG PHASE 1 SITE EROSION AND SEDIMENT CONTROL PLAN

CG103 CG103.DWG PHASE 2 SITE EROSION AND SEDIMENT CONTROL PLAN

CG103A CG103.DWG PHASE 2 SITE EROSION AND SEDIMENT CONTROL PLAN - BID OPTION 1

CG104 CG104.DWG STORM WATER MANAGEMENT PLAN

CG104A CG104.DWG STORM WATER MANAGEMENT PLAN - BID OPTION 1

CG105 CG105.DWG EXISTING DRAINAGE DIVIDES PLAN

CG106 CG106.DWG DESIGN DRAINAGE DIVIDES PLAN

CG106A CG106.DWG DESIGN DRAINAGE DIVIDES PLAN - BID OPTION 1

CG501 CG501.DWG SITE EROSION AND SEDIMENT CONTROL NOTES

CG502 CG502.DWG SITE EROSION AND SEDIMENT CONTROL NOTES

CG503 CG503.DWG SITE EROSION AND SEDIMENT CONTROL DETAILS

CG504 CG504.DWG SITE EROSION AND SEDIMENT CONTROL DETAILS

CG505 CG505.DWG STORM WATER MANAGEMENT DETAILS

CG506 CG506.DWG SITE EROSION AND SEDIMENT CONTROL NOTES

CG507 CG507.DWG SITE EROSION AND SEDIMENT CONTROL NOTES

CG508 CG508.DWG STORM WATER MANAGEMENT DETAILS

CU101 CU101.DWG SITE UTILITY PLAN

CU101A CU101.DWG SITE UTILITY PLAN - BID OPTION 1

CU201 CU201.DWG STORM DRAIN PROFILES

CU202 CU202.DWG SANITARY SEWER PROFILES

CU501 CU501.DWG STORM DRAIN DETAILS

CU502 CU502.DWG STORM DRAIN DETAILS

CU503 CU503.DWG STORM DRAIN DETAILS

CU504 CU504.DWG SANITARY SEWER DETAILS

CU505 CU505.DWG WATER LINE DETAILS AND NOTES

CU701 CU701.DWG SITE UTILITIES STRUCTURE AND PIPE TABLES

CU701A CU701.DWG SITE UTILITIES STRUCTURE AND PIPE TABLES

GENERAL

G-001 G-001.DWG COVER SHEET

G-002 G-002.DWG INDEX OF DRAWINGS - VOLUME I OF II

G-003 G-003.DWG INDEX OF DRAWINGS - VOLUME II OF II

G-004 G-004.DWG INSTALLATION MAP AND PROJECT LOCATION MAP

TITLEFILENAMESHEET ID.

STRUCTURAL

BATTALION HEADQUARTERS (HQ-A)

S-001 S-001.DWG GENERAL NOTES

S-002 S-002.DWG GENERAL NOTES

S-003 S-003.DWG DESIGN DATA

S-004 S-004.DWG SPECIAL INSPECTIONS

S-005 S-005.DWG SPECIAL INSPECTIONS

S-006 S-006.DWG ISOMETRIC VIEW

S-007 S-007.DWG COLUMN SCHEDULE AND DETAILS

S-101 S-101.DWG FOUNDATION PLAN

S-102 S-102.DWG LOW ROOF PLAN

S-103 S-103.DWG UPPER AND MID ROOF PLAN

S-104 S-104.DWG MECHANICAL PLATFORM PLAN

S-105 S-105.DWG DUMPSTER ENCLOSURE PLAN AND DETAILS

S-201 S-201.DWG BUILDING ELEVATIONS

S-202 S-202.DWG BRACED FRAME ELEVATIONS

S-203 S-203.DWG BRACED FRAME ELEVATIONS

S-204 S-204.DWG BRACED FRAME DETAILS

S-301 S-301.DWG SECTIONS

S-302 S-302.DWG SECTIONS

S-303 S-303.DWG SECTIONS

S-501 S-501.DWG TYPICAL DETAILS

S-502 S-502.DWG TYPICAL DETAILS

S-503 S-503.DWG TYPICAL DETAILS

S-511 S-511.DWG TYPICAL DETAILS

S-521 S-521.DWG TYPICAL METAL STUD DETAILS

S-522 S-522.DWG TYPICAL METAL STUD DETAILS

AE501 AE501.DWG EXTERIOR PLAN DETAILS

AE502 AE502.DWG EXTERIOR SECTION DETAILS

AE503 AE503.DWG ROOF DETAILS

AE504 AE504.DWG ROOF DETAILS

AE505 AE505.DWG ROOF DETAILS

AE506 AE506.DWG ROOF HATCH AND SKYLIGHT DETAILS

AE507 AE507.DWG INTERIOR DETAILS

AE601 AE601.DWG DOOR SCHEDULE

AE602 AE602.DWG DOOR DETAILS

AE603 AE603.DWG LOUVER SCHEDULE AND DETAILS

AE604 AE604.DWG WINDOW TYPES, DETAILS AND SCHEDULE

AE701 AE701.DWG PARTITION TYPES

AE702 AE702.DWG PARTITION DETAILS

AE703 AE703.DWG THRU-WALL PENETRATIONS

AG101 AG101.DWG SIGNAGE PLAN

AG601 AG601.DWG SIGNAGE SCHEDULE AND MOUNTING

AG602 AG602.DWG SIGNAGE ELEVATIONS AND DETAILS

INTERIOR FURNISHINGS

BATTALION HEADQUARTERS (HQ-A)

I-101 I-101.DWG FINISH FLOOR PLAN

I-111 I-111.DWG FURNITURE PLAN

I-401 I-401.DWG RESTROOMS FINISH FLOOR PLAN

I-601 I-601.DWG FINISH KEY AND NOTES

I-602 I-602.DWG ROOM FINISH SCHEDULE

BRIGADE HEADQUARTERS (HQ-B)

I-101 I-101.DWG FINISH FLOOR PLAN - BID OPTION 1

I-111 I-111.DWG FURNITURE PLAN - BID OPTION 1

I-401 I-401.DWG RESTROOM FINISH FLOOR PLAN - BID OPTION 1

I-601 I-601.DWG FINISH KEY AND NOTES - BID OPTION 1

I-602 I-602.DWG ROOM FINISH SCHEDULE - BID OPTION 1

INDEX OF DRAWINGS - VOLUME I

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ISSUED FOR CONSTRUCTION

LANDSCAPE

LS101 LS101.DWG LANDSCAPE PLAN

LS102 LS102.DWG LANDSCAPE NOTES AND DETAILS

ARCHITECTURAL

BATTALION HEADQUARTERS (HQ-A)

AE001 AE001.DWG SYMBOLS AND ABBREVIATIONS

AE002 AE002.DWG ABA MOUNTING HEIGHTS AND CLEARANCES

AE003 AE003.DWG SITE DETAILS

AE010 AE010.DWG AIR BARRIER PLAN

AE011 AE011.DWG AIR BARRIER SECTIONS

AE101 AE101.DWG FLOOR PLAN

AE102 AE102.DWG DIMENSION PLAN

AE111 AE111.DWG MECHANICAL PLATFORM PLAN

AE121 AE121.DWG REFLECTED CEILING PLAN

AE131 AE131.DWG ROOF PLAN

AE201 AE201.DWG EXTERIOR ELEVATIONS

AE202 AE202.DWG EXTERIOR ELEVATIONS

AE301 AE301.DWG BUILDING SECTIONS

AE302 AE302.DWG WALL SECTIONS

AE303 AE303.DWG WALL SECTIONS

AE304 AE304.DWG WALL SECTIONS

AE401 AE401.DWG ENLARGED PLANS

AE402 AE402.DWG INTERIOR ELEVATIONS

AE403 AE403.DWG INTERIOR ELEVATIONS

AE404 AE404.DWG ENLARGED RESTROOM PLAN

AE405 AE405.DWG INTERIOR ELEVATIONS

AE406 AE406.DWG INTERIOR ELEVATIONS

AE407 AE407.DWG INTERIOR ELEVATIONS

AE410 AE410.DWG SHIPS LADDER PLAN, SECTION AND DETAILS

AE420 AE420.DWG MILLWORK SECTIONS AND DETAILS

AE421 AE421.DWG MILLWORK SECTIONS AND DETAILS

BRIGADE HEADQUARTERS (HQ-B)

AE001 AE001.DWG SYMBOL AND ABBREVIATIONS - BID OPTION 1

AE002 AE002.DWG ABA MOUNTING HEIGHTS AND CLEARANCES - BID OPTION 1

AE010 AE010.DWG AIR BARRIER PLAN - BID OPTION 1

AE011 AE011.DWG AIR BARRIER SECTIONS - BID OPTION 1

AE101 AE101.DWG FLOOR PLAN - BID OPTION 1

AE102 AE102.DWG DIMENSION PLAN - BID OPTION 1

AE111 AE111.DWG CLERESTORY PLAN - BID OPTION 1

AE121 AE121.DWG REFLECTED CEILING PLAN - BID OPTION 1

AE131 AE131.DWG ROOF PLAN - BID OPTION 1

AE201 AE201.DWG EXTERIOR ELEVATIONS - BID OPTION 1

AE202 AE202.DWG EXTERIOR ELEVATIONS - BID OPTION 1

AE301 AE301.DWG BUILDING SECTIONS - BID OPTION 1

AE302 AE302.DWG WALL SECTIONS - BID OPTION 1

AE303 AE303.DWG WALL SECTIONS - BID OPTION 1

AE304 AE304.DWG WALL SECTIONS - BID OPTION 1

AE401 AE401.DWG ENLARGED PLANS - BID OPTION 1

AE402 AE402.DWG INTERIOR ELEVATIONS - BID OPTION 1

AE403 AE403.DWG ENLARGED PLANS - BID OPTION 1

AE404 AE404.DWG INTERIOR ELEVATIONS - BID OPTION 1

AE405 AE405.DWG ENLARGED RESTROOM PLAN - BID OPTION 1

AE406 AE406.DWG INTERIOR ELEVATIONS - BID OPTION 1

AE407 AE407.DWG INTERIOR ELEVATIONS - BID OPTION 1

AE408 AE408.DWG INTERIOR CORRIDOR ELEVATIONS AT CLERESTORY - BID OPTION 1

AE409 AE409.DWG INTERIOR CORRIDOR ELEVATIONS AT CLERESTORY - BID OPTION 1

AE420 AE420.DWG MILLWORK SECTIONS AND DETAILS - BID OPTION 1

AE421 AE421.DWG MILLWORK SECTIONS AND DETAILS - BID OPTION 1

AE501 AE501.DWG PLAN DETAILS - BID OPTION 1

AE502 AE502.DWG PLAN DETAILS - BID OPTION 1

AE503 AE503.DWG SECTION DETAILS - BID OPTION 1

AE504 AE504.DWG METAL ROOF DETAILS - BID OPTION 1

AE505 AE505.DWG ROOF DETAILS - BID OPTION 1

AE506 AE506.DWG ROOF DETAILS - BID OPTION 1

AE507 AE507.DWG ROOF HATCH DETAILS - BID OPTION 1

AE508 AE508.DWG INTERIOR DETAILS - BID OPTION 1

AE601 AE601.DWG DOOR SCHEDULE - BID OPTION 1

AE602 AE602.DWG DOOR DETAILS - BID OPTION 1

AE603 AE603.DWG WINDOW TYPES AND SCHEDULE - BID OPTION 1

AE604 AE604.DWG WINDOW DETAILS - BID OPTION 1

AE605 AE605.DWG WINDOW DETAILS - BID OPTION 1

AE701 AE701.DWG PARTITION TYPES - BID OPTION 1

AE702 AE702.DWG PARTITION DETAILS - BID OPTION 1

AE703 AE703.DWG THRU-WALL PENETRATION DETAILS - BID OPTION 1

AG101 AG101.DWG SIGNAGE PLAN - BID OPTION 1

AG601 AG601.DWG SIGNAGE SCHEDULE AND MOUNTING - BID OPTION 1

AG602 AG602.DWG SIGNAGE TYPES - BID OPTION 1

BRIGADE HEADQUARTERS (HQ-B)

S-001 S-001.DWG GENERAL NOTES - BID OPTION 1

S-002 S-002.DWG GENERAL NOTES - BID OPTION 1

S-003 S-003.DWG DESIGN DATA - BID OPTION 1

S-004 S-004.DWG SPECIAL INSPECTIONS - BID OPTION 1

S-005 S-005.DWG SPECIAL INSPECTIONS - BID OPTION 1

S-006 S-006.DWG ISOMETRIC VIEW - BID OPTION 1

S-007 S-007.DWG COLUMN SCHEDULE AND DETAILS - BID OPTION 1

S-101 S-101.DWG FOUNDATION PLAN - BID OPTION 1

S-102 S-102.DWG LOW ROOF PLAN - BID OPTION 1

S-103 S-103.DWG HIGH ROOF PLAN - BID OPTION 1

S-201 S-201.DWG BUILDING ELEVATIONS - BID OPTION 1

S-202 S-202.DWG BUILDING ELEVATIONS - BID OPTION 1

S-203 S-203.DWG BUILDING ELEVATIONS - BID OPTION 1

S-204 S-204.DWG MOMENT FRAME ELEVATIONS - BID OPTION 1

S-205 S-205.DWG MOMENT FRAME ELEVATIONS AND DETAILS - BID OPTION 1

S-301 S-301.DWG SECTIONS - BID OPTION 1

S-302 S-302.DWG SECTIONS - BID OPTION 1

S-303 S-303.DWG SECTIONS - BID OPTION 1

S-501 S-501.DWG FOUNDATION DETAILS - BID OPTION 1

S-502 S-502.DWG FOUNDATION DETAILS - BID OPTION 1

S-503 S-503.DWG FOUNDATION DETAILS - BID OPTION 1

S-511 S-511.DWG TYPICAL DETAILS - BID OPTION 1

S-521 S-521.DWG TYPICAL METAL STUD DETAILS - BID OPTION 1

S-522 S-522.DWG TYPICAL METAL STUD DETAILS - BID OPTION 1

01/26/2024

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INDEX OF DRAWINGS - VOLUME II

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READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

ELECTRICAL

BATTALION HEADQUARTERS (HQ-A)

E-001 E-001.DWG ELECTRICAL SYMBOLS AND ABBREVIATIONS

ES101 ES101.DWG ELECTRICAL SITE PLAN

EL101 EL101.DWG FLOOR PLAN - LIGHTING

EL102 EL102.DWG MECHANICAL PLATFORM PLAN - LIGHTING

EP101 EP101.DWG FLOOR PLAN - POWER

EP102 EP102.DWG MECHANICAL PLATFORM PLAN - POWER

EP401 EP401.DWG ENLARGED FLOOR PLAN - POWER

E-501 E-501.DWG ELECTRICAL DETAILS

E-502 E-502.DWG ELECTRICAL DETAILS

E-601 E-601.DWG ELECTRICAL SCHEDULES

E-602 E-602.DWG ELECTRICAL SINGLE LINE DIAGRAM

E-603 E-603.DWG ELECTRICAL SCHEDULES

E-604 E-604.DWG ELECTRICAL SCHEDULES

E-605 E-605.DWG ELECTRICAL SCHEDULES

BRIGADE HEADQUARTERS (HQ-B)

E-001 E-001.DWG ELECTRICAL SYMBOLS AND ABBREVIATIONS - BID OPTION 1

ES101 ES101.DWG ELECTRICAL SITE PLAN - BID OPTION 1

EL101 EL101.DWG FLOOR PLAN - LIGHTING - BID OPTION 1

EP101 EP101.DWG FLOOR PLAN - POWER - BID OPTION 1

EP401 EP401.DWG ENLARGED FLOOR PLAN - POWER - BID OPTION 1

E-501 E-501.DWG ELECTRICAL DETAILS - BID OPTION 1

E-502 E-502.DWG ELECTRICAL DETAILS - BID OPTION 1

E-601 E-601.DWG ELECTRICAL SCHEDULES - BID OPTION 1

E-602 E-602.DWG ELECTRICAL SINGLE LINE DIAGRAM - BID OPTION 1

E-603 E-603.DWG ELECTRICAL SCHEDULES - BID OPTION 1

E-604 E-604.DWG ELECTRICAL SCHEDULES - BID OPTION 1

E-605 E-605.DWG ELECTRICAL SCHEDULES - BID OPTION 1

TELECOMMUNICATIONS

BATTALION HEADQUARTERS (HQ-A)

T-001 T-001.DWG TELECOM - GENERAL NOTES AND LEGEND

TS101 TS101.DWG TELECOM - PARTIAL SITE PLAN

TN101 TN101.DWG TELECOM - FLOOR PLAN - DATA

TY101 TY101.DWG SECURITY - FLOOR PLAN

T-401 T-401.DWG TELECOM - ENLARGED PLANS

T-501 T-501.DWG TELECOM - DETAILS

T-502 T-502.DWG TELECOM - DETAILS

T-503 T-503.DWG TELECOM - DETAILS

T-504 T-504.DWG TELECOM - DETAILS

T-505 T-505.DWG TELECOM - DETAILS

T-506 T-506.DWG TELECOM - DETAILS

T-507 T-507.DWG TELECOM - DETAILS

T-508 T-508.DWG TELECOM - DETAILS

T-601 T-601.DWG TELECOM - RISER DIAGRAM

BRIGADE HEADQUARTERS (HQ-B)

T-001 T-001.DWG TELECOM - GENERAL NOTES AND LEGEND - BID OPTION 1

TS101 TS101.DWG TELECOM - PARTIAL SITE PLAN - BID OPTION 1

TN101 TN101.DWG TELECOM - FLOOR PLAN - DATA - BID OPTION 1

TY101 TY101.DWG SECURITY - FLOOR PLAN - BID OPTION 1

T-401 T-401.DWG TELECOM - ENLARGED PLANS - BID OPTION 1

T-501 T-501.DWG TELECOM - DETAILS - BID OPTION 1

T-502 T-502.DWG TELECOM - DETAILS - BID OPTION 1

T-503 T-503.DWG TELECOM - DETAILS - BID OPTION 1

T-504 T-504.DWG TELECOM - DETAILS - BID OPTION 1

T-505 T-505.DWG TELECOM - DETAILS - BID OPTION 1

T-506 T-506.DWG TELECOM - DETAILS - BID OPTION 1

T-507 T-507.DWG TELECOM - DETAILS - BID OPTION 1

T-508 T-508.DWG TELECOM - DETAILS - BID OPTION 1

T-601 T-601.DWG TELECOM - RISER DIAGRAM - BID OPTION 1

FIRE PROTECTION

BATTALION HEADQUARTERS (HQ-A)

FA001 FA001.DWG FIRE ALARM SYMBOLS AND NOTES

FA101 FA101.DWG FIRE ALARM PLAN

FX001 FX001.DWG FIRE PROTECTION NOTES AND ABBREVIATIONS

FX101 FX101.DWG FIRE PROTECTION PLAN

BRIGADE HEADQUARTERS (HQ-B)

FA001 FA001.DWG FIRE ALARM SYMBOLS AND NOTES - BID OPTION 1

FA101 FA101.DWG FIRE ALARM PLAN - BID OPTION 1

FX001 FX001.DWG FIRE PROTECTION NOTES AND ABBREVIATIONS - BID OPTION 1

FX101 FX101.DWG FIRE PROTECTION PLAN - BID OPTION 1

LIFE SAFETY

BATTALION HEADQUARTERS (HQ-A)

GI001 GI001.DWG BUILDING CODE AND LIFE SAFETY SUMMARY

GI101 GI101.DWG LIFE SAFETY PLAN

BRIGADE HEADQUARTERS (HQ-B)

GI001 GI001.DWG BUILDING CODE AND LIFE SAFETY SUMMARY - BID OPTION 1

GI101 GI101.DWG LIFE SAFETY PLAN - BID OPTION 1

MECHANICAL

BATTALION HEADQUARTERS (HQ-A)

M-001 M-001.DWG MECHANICAL SYMBOLS AND ABBREVIATIONS

MS101 MS101.DWG MECHANICAL SITE PLAN

MH101 MH101.DWG FLOOR PLAN - DUCTWORK

MH102 MH102.DWG MECHANICAL PLATFORM PLAN - DUCTWORK

MP101 MP101.DWG FLOOR PLAN - PIPING

MP102 MP102.DWG MECHANICAL PLATFORM PLAN - PIPING

M-301 M-301.DWG MECHANICAL CONTROL DIAGRAMS

M-302 M-302.DWG MECHANICAL CONTROL DIAGRAMS

M-303 M-303.DWG MECHANICAL CONTROL DIAGRAMS

M-304 M-304.DWG MECHANICAL CONTROL DIAGRAMS

M-305 M-305.DWG MECHANICAL CONTROL DIAGRAMS

M-306 M-306.DWG MECHANICAL CONTROL DIAGRAMS

M-401 M-401.DWG ENLARGED MECHANICAL ROOM PLANS

M-501 M-501.DWG MECHANICAL DETAILS

M-502 M-502.DWG MECHANICAL DETAILS

M-503 M-503.DWG MECHANICAL DETAILS

M-601 M-601.DWG MECHANICAL SCHEDULES

M-602 M-602.DWG MECHANICAL SCHEDULES

BRIGADE HEADQUARTERS (HQ-B)

M-001 M-001.DWG MECHANICAL SYMBOLS AND ABBREVIATIONS - BID OPTION 1

MS101 MS101.DWG MECHANICAL SITE PLAN - BID OPTION 1

MH101 MH101.DWG FLOOR PLAN - DUCTWORK - BID OPTION 1

MP101 MP101.DWG FLOOR PLAN - PIPING - BID OPTION 1

M-301 M-301.DWG MECHANICAL CONTROL DIAGRAMS - BID OPTION 1

M-302 M-302.DWG MECHANICAL CONTROL DIAGRAMS - BID OPTION 1

M-303 M-303.DWG MECHANICAL CONTROL DIAGRAMS - BID OPTION 1

M-304 M-304.DWG MECHANICAL CONTROL DIAGRAMS - BID OPTION 1

M-401 M-401.DWG ENLARGED MECHANICAL ROOM PLANS - BID OPTION 1

M-501 M-501.DWG MECHANICAL DETAILS - BID OPTION 1

M-502 M-502.DWG MECHANICAL DETAILS - BID OPTION 1

M-503 M-503.DWG MECHANICAL DETAILS - BID OPTION 1

M-601 M-601.DWG MECHANICAL SCHEDULES - BID OPTION 1

M-602 M-602.DWG MECHANICAL SCHEDULES - BID OPTION 1

PLUMBING

BATTALION HEADQUARTERS (HQ-A)

P-001 P-001.DWG PLUMBING SYMBOL & ABBREVIATIONS

PL101 PL101.DWG FIRST FLOOR - PLUMBING WASTE AND VENT PLAN

PL102 PL102.DWG FIRST FLOOR - PLUMBING WATER DISTRIBUTION PLAN

PL103 PL103.DWG ROOF - PLUMBING PLAN

PL401 PL401.DWG ENLARGED PLAN - PLUMBING WATER DISTRIBUTION PLAN

PL402 PL402.DWG ENLARGED PLAN -PLUMBING WASTE AND VENT PLAN

P-501 P-501.DWG PLUMBING DETAILS

P-502 P-502.DWG PLUMBING DETAILS

P-601 P-601.DWG PLUMBING SCHEDULES

P-901 P-901.DWG PLUMBING RISER DIAGRAMS

P-902 P-902.DWG PLUMBING RISER DIAGRAMS

BRIGADE HEADQUARTERS (HQ-B)

P-001 P-001.DWG PLUMBING SYMBOLS & ABBREVIATIONS - BID OPTION 1

PL101 PL101.DWG FIRST FLOOR - PLUMBING WASTE AND VENT PLAN - BID OPTION 1

PL102 PL102.DWG FIRST FLOOR - PLUMBING WATER DISTRIBUTION WATER PLAN - BID OPTION 1

PL103 PL103.DWG ROOF - PLUMBING PLAN - BID OPTION 1

PL401 PL401.DWG ENLARGED PLAN - PLUMBING WATER DISTRIBUTION PLAN - BID OPTION 1

PL402 PL402.DWG ENLARGED PLAN - PLUMBING WASTE AND VENT PLAN - BID OPTION 1

P-501 P-501.DWG PLUMBING DETAILS - BID OPTION 1

P-502 P-502.DWG PLUMBING DETAILS - BID OPTION 1

P-601 P-601.DWG PLUMBING SCHEDULES - BID OPTION 1

P-901 P-901.DWG PLUMBING RISER DIAGRAMS - BID OPTION 1

GENERAL

G-001 G-001.DWG COVER SHEET

G-002 G-002.DWG INDEX OF DRAWINGS - VOLUME I OF II

G-003 G-003.DWG INDEX OF DRAWINGS - VOLUME II OF II

ACCESS CONTROL POINT

LEGEND:

G-004

N M

N D

R O

G . S

R . B

R O

G -0

W G

MAJOR ROADS

STREETS

INSTALLATION BOUNDARIES

ACCESS/HAUL ROUTE

ACP

BUILDING OUTLINEJOINT BASE LANGLEY - EUSTIS (EUSTIS)

SCALE: ~1" = 60,000'

MAIN GATE

ACP

PROJECT LOCATION

CED BUILDING 1407

NORFOLK DISTRICT

BUILDING 1410

HAUL ROUTE

ACCESS ROUTE

C H

D B

D R

B Y:

E D

Y-

(E U

R R

C O

- H Q

T N

U M

: 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

TO I-64 AND

ROUTE 60

VF101

G R

U R

TRUE NORTH

PLAN NORTH

dw g

NOTES:

1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND

INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY

OWNERSHIP INFORMATION.

2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF 6 NOVEMBER,

2018.

3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.

4. SURVEY DATE: 15-APRIL, 2019.

5. HORIZONTAL DATUM: NAD83/2011 VA STATE PLANE (SOUTH ZONE) US SURVEY

FEET.

6. VERTICAL DATUM: NAVD 88, GEOID 12A.

7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION

OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE

PROPERTY.

I, BRUCE D. BEAVERS, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND

RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION; THAT

THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT CONFIDENCE LEVEL TO MEET

FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED

TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY

OF CLASS 1 SURVEY, AND THAT THE FIELD DATA WAS COMPLETED ON NOVEMBER 6, 2018; THAT THE SURVEY MAPPING WAS COMPLETED ON APRIL 15, 2019; AND ALL COORDINATES ARE BASED ON GRID 'NAD 83'/2011 (VIRGINIA, SOUTH ZONE) AND ALL ELEVATIONS ARE BASED ON NAVD 88.

BRUCE D. BEAVERS, NC PLS L-3451

SCALE: 1" = 30'

30 0 30 60

BH-013

(278)

BH-014

(281)

BH-015 INF

(274)

BH-016

(279)

BH-017

(276)

INF-005

(282)

DMT003

SEE NOTE

DMT002

SEE NOTE

B-101

L O

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

B-

W G

BH-015 INF

(274)

SOIL BORING SYMBOLOGY

BORING NUMBER AS INDICATED IN SOILS REPORT

GROUND ELEVATION AS SURVEYED

APPROXIMATE DMT LOCATION

NOTE: ALL BORING LOCATIONS DENOTED AS BH-# SHOWN AS

SURVEYED. DMT LOCATIONS AS SHOWN HEREON ARE

APPROXIMATE AND WERE NOT SURVEYED. SEE APPENDIX B

OF THE SOILS REPORT COMPLETED BY THE CORPS AND

DATED 04/08/2019 FOR DMT DATA.

SCALE 1"=30'

SITE

BORING LOCATIONS

A1 R

P E

BB601

L O

G S

C E

W G

BB602

L O

G S

C E

C-001 C

C -0

W G

XX OR

FM FM SANITARY SEWER FORCE MAIN

COM COM TELECOMMUNICATIONS LINE

LOD LOD LIMITS OF DISTURBANCE

TREE LINE

255.7 SPOT ELEVATION

MINOR CONTOUR

MAJOR CONTOUR

STORMWATER MANAGEMENT

INFILTRATION BASIN

TP TP TREE PROTECTION

X X SITE FENCE

DEMOLISH

SOIL BORING

INFILTRATION TEST

CONCRETE PAVEMENT & SIDEWALK

PERVIOUS PAVING

BOLLARD

SF SEDIMENT FENCE OUTLET

LEGEND PROPOSED:

E E

FIRE HYDRANT

WATER VALVE

F F FIRE LINE

NPW

WATER LINE

NON-POTABLE WATER LINE

W WATER MANHOLE

WATER METERW

WATER SERVICE LINE

WATER VAULTW

SANITARY SEWER MANHOLE

SANITARY SEWER LINE

SEWER FLOW DIRECTION ARROW

SANITARY SEWER VAULT

SANITARY SERVICE LINE

WATER POST INDICATOR VALVE

SANITARY SEWER JUNCTION BOX

SD STORM DRAIN LINE

STORM DRAIN FLOW DIRECTION ARROW

STORM DRAIN SERVICE LINE

STORM DRAIN MANHOLE

STORM DRAIN CLEAN OUT

FIRE POST INDICATOR VALVE

SSF SUPER SILT FENCE

SILT FENCE

INLET PROTECTION

ELECTRICAL PRIMARY LINE

ES ES ELECTRICAL SECONDARY LINE

POWER POLE

POWER POLE GUY WIRE

STREET LIGHT

BUILDING FOOT PRINT

LIQUID FUEL MAIN LINELPG

LIQUID FUEL SERVICE LINE

LIQUID FUEL MANHOLE

LIQUID FUEL FLOW DIRECTION ARROW

G NATURAL GAS MAIN LINE

NATURAL GAS METERG

LIMITS OF CONSTRUCTION

ASPHALT PAVEMENT

LEGEND EXISTING:

FO FO FO FO

P P P P P

W W W W W

SS SS SS SS

SD SD SD SD SD SD SD SD SD

ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

AWG AMERICAN WIRE GAUGE

BDRY BOUNDARY

BITUM BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

CB CATCH BASIN

CI CURB INLET

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CRS COURSE(S)

C TO C CENTER TO CENTER

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

DAT DATUM

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISC DISCONNECT

DIV DIVISION

DR DOOR

DR DRAIN

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXC EXCAVATE

EXST EXISTING

EXP EXPANSION

FDTN FOUNDATION

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FN FENCE

FPM FEET PER MINUTE

FT FEET

FTG FOOTING

FW FIRE WATER

G NATURAL GAS

GC GENERAL CONTRACTOR

GEN GENERAL

HD HEAVY DUTY

HORIZ HORIZONTAL

HPT HIGH POINT

HYDR HYDRAULIC

IN INCH

INCL INCLUDED

INV INVERT

J-BOX JUNCTION BOX

JCT JUNCTION

JT JOINT

LB POUND

LBL LABEL

LG LENGTH

LONG LONGITUDINAL

LPT LOW POINT

LTNG LIGHTNING

LWC LIGHTWEIGHT CONCRETE

m METER(S)

MATL MATERIAL(S)

MAX MAXIMUM

MH MANHOLE

MISC MISCELLANEOUS

mm MILLIMETER(S)

MOD. MODIFIED

N NORTH

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPS OPERATIONS

P POLE

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PD PAVEMENT DRAIN

PED PEDESTAL

PERIM PERIMETER

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PLBG PLUMBING

PPM PARTS PER MILLION

PRKG PARKING

PROJ PROJECT

PT. POINT

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

QTY QUANTITY

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

ROW RIGHT OF WAY

RWC RAINWATER CONDUCTOR

S SOUTH

SD STORM DRAIN

SEQ SEQUENCE

SHLDR SHOULDER

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

STA STATION

STD STANDARD

STRUCT STRUCTURAL

TAN TANGENT

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

THK THICK(NESS)

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UTIL UTILITY

VCT VITRIFIED CLAY TILE

VERT VERTICAL

VOL VOLUME

W WEST

W/ WITH

W/C WHEELCHAIR

WHB WHEEL BUMPER

W/O WITHOUT

WT WEIGHT

WTH WIDTH

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

STORM DRAIN CATCH BASIN

CD101

N P

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

DEMOLITION KEYNOTES

REMOVE EXISTING

STORM DRAIN LINE

REMOVE EXISTING WATER. CAP

AT EXISTING FH "TEE" AND AT

PROPOSED CONNECTION POINT

REMOVE EXISTING STORM DRAIN

STRUCTURE

DEMOLITION LEGEND

REMOVE EXISTING CURB,

GUTTER AND ASPHALT

PAVEMENT ALONG WITH

ASSOCIATED AGGREGATE

BASE MATERIALS.

FULLY REMOVE EXISTING

TREE AND ASSOCIATED ROOT

SYSTEM

REMOVE EXISTING UTILITY

REMOVE EXISTING LIGHT POLE AND

ASSOCIATED ELECTRICAL WIRING

BACK TO PRIMARY CONNECTION POINT

SAWCUT ASPHALT AND REMOVE CURB

AND GUTTER

5 REMOVE SIDEWALK

C H

D B

D R

B Y:

E D

Y-

O M

P H

- H

C T

N U

R : 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

C D

D W

GENERAL NOTES:

1. CALL 811 FOR MISS UTILITY FOR VIRGINIA PRIOR TO ANY SITE

WORK TO ASSURE ALL EXISTING UTILITIES ARE PROTECTED AND

AVOIDED DURING SITE DEMOLITION..

2. ALL EXISTING ASPHALT, AND CONCRETE PAVEMENT TO BE

REMOVED SHALL BE SAW CUT TO LEAVE CLEAN EDGES.

3. ALL EXISTING SIDEWALK, AND CURB AND GUTTER TO BE

REMOVED SHALL BE REMOVED TO THE NEAREST JOINT.

4. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS

SHOWN ON SHEET CG102 PRIOR TO THE COMMENCEMENT OF

ANY AND ALL SITE DEMOLITION WORK.

7 REMOVE EXISTING BIKE RACKS IN

CONFLICT WITH NEW PAVING.

8 REMOVE EXISTING WATER QUALITY

INLET.

SCALE 1"=30'

SITE

DEMOLITION PLAN

RELOCATE EXISTING STREET LIGHT.

SEE ELECTRICAL DRAWINGS.

CD101A

N P

D O

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

DEMOLITION KEYNOTES

REMOVE EXISTING

STORM DRAIN LINE

REMOVE EXISTING WATER. PROVIDE

CAP AT EXISTING FH "TEE" AND AT

PROPOSED CONNECTION POINT

REMOVE EXISTING STORM DRAIN

STRUCTURE

DEMOLITION LEGEND

REMOVE EXISTING CURB,

GUTTER AND ASPHALT

PAVEMENT ALONG WITH

ASSOCIATED AGGREGATE

BASE MATERIALS.

FULLY REMOVE EXISTING

TREE AND ASSOCIATED ROOT

SYSTEM

REMOVE EXISTING UTILITY

REMOVE EXISTING LIGHT POLE AND

ASSOCIATED ELECTRICAL WIRING

BACK TO PRIMARY CONNECTION POINT

SAWCUT ASPHALT AND REMOVE CURB

AND GUTTER

5 REMOVE SIDEWALK

C H

D B

D R

B Y:

E D

Y-

O M

P H

- H

C T

N U

R : 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

C D

D W

GENERAL NOTES:

1. CALL 811 FOR MISS UTILITY FOR VIRGINIA PRIOR TO ANY SITE

WORK TO ASSURE ALL EXISTING UTILITIES ARE PROTECTED AND

AVOIDED DURING SITE DEMOLITION..

2. ALL EXISTING ASPHALT, AND CONCRETE PAVEMENT TO BE

REMOVED SHALL BE SAW CUT TO LEAVE CLEAN EDGES.

3. ALL EXISTING SIDEWALK, AND CURB AND GUTTER TO BE

REMOVED SHALL BE REMOVED TO THE NEAREST JOINT.

4. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS

SHOWN ON SHEET CG102 PRIOR TO THE COMMENCEMENT OF

ANY AND ALL SITE DEMOLITION WORK.

7 REMOVE EXISTING BIKE RACKS IN

CONFLICT WITH NEW PAVING.

8 REMOVE EXISTING WATER QUALITY

INLET.

SCALE 1"=30'

SITE

DEMOLITION PLAN BID OPTION 1

RELOCATE EXISTING STREET LIGHT.

SEE ELECTRICAL DRAWINGS.

10 SAW CUT AND REMOVE ASPHALT

SAW CUT AND REMOVE ASPHALT FOR

UNDER DRAIN CONNECTION

REMOVE WHEEL STOPS AND HANDICAP

ACCESSIBLE SIGNS

CBCB

EX. D

I-7

6" P

BMP#1

BMP#2

BATTALION HQ

TYP.

24'

18'

20'

R203

R204

R201

R202

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

18'

12'

18'

12'

9'9'

TYP.

24'

R5'

R4.5'

R5'

24'

NEW DUMPSTER

20'

20.00

G103

G104

28'

4'6"

CS501

CS503

AE003

CS501

CS503

BRIGADE MECHANICAL PADS

SEE NOTE 6.

BATTALION MECHANICAL PAD

SEE NOTE 6.

FUTURE BUILDING

(BID OPTION 1)

CS501

SHARED

TRANSFORMER PAD

SEE NOTE 6.

CS101

O U

SCALE: 1" = 30'

30 0 30 60TRUE NORTH

PLAN NORTH

GENERAL NOTES:

1. CALL 811 FOR MISS UTILITY FOR VIRGINIA PRIOR TO ANY SITE WORK TO

ASSURE ALL EXISTING UTILITIES ARE PROTECTED AND AVOIDED DURING SITE

CONSTRUCTION.

2. SEE SHEET CS201 FOR FOR FIRE LANE PROFILES.

3. SEE SHEET CS701 FOR ALIGNMENT, CURVE AND BUILDING GRID COORDINATE

TABLES.

4. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR BUILDING GRID

DETAILS.

5. A INDICATES BUILDING GRID.

6. FOR BRIGADE AND BATTALION MECHANICAL AND ELECTRICAL EXTERIOR PADS

SEE MEP AND STRUCTURAL DRAWINGS (M-501, ES101, S-503).

C S1

W G

SCALE 1"=30'

SITE LAYOUT PLAN

LEGEND:

INDICATES NUMBER OF PARKING STALLS8

PARKING COUNT FOR PARKING LOT EXPANSION

# OF STALLS TYPE OF STALL

76 STANDARD

2 HC VAN ACCESSIBLE

TOTAL COUNT = 78

CBCB

EX. D

I-7

6" P

BMP#1

BMP#2

BATTALION HQ

BRIGADE HQ

(BID OPTION 1)

TYP.

24'

18'

20'

12'

R203

R204

6' 6'

R201

R202

R205

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

18'

12'

18'

12'

9'9'

TYP.

24'

R5'

R4.5'

R5'

24'

NEW DUMPSTER

20'

20.00

B G101

11.5'

G103

G104

TYP.

18'

28'

4'6"

CS501

CS503

AE003

CS503

BRIGADE MECHANICAL PADS

SEE NOTE 6.

BATTALION MECHANICAL PAD

SEE NOTE 6.

CS501

SHARED

TRANSFORMER PAD

SEE NOTE 6.

CS101A

O U

SCALE: 1" = 30'

30 0 30 60TRUE NORTH

PLAN NORTH

GENERAL NOTES:

1. CALL 811 FOR MISS UTILITY FOR VIRGINIA PRIOR TO ANY SITE WORK TO

ASSURE ALL EXISTING UTILITIES ARE PROTECTED AND AVOIDED DURING SITE

CONSTRUCTION.

2. SEE SHEET CS201 FOR FOR FIRE LANE PROFILES.

3. SEE SHEET CS701 FOR ALIGNMENT, CURVE AND BUILDING GRID COORDINATE

TABLES.

4. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR BUILDING GRID

DETAILS.

5. A INDICATES BUILDING GRID.

6. FOR BRIGADE AND BATTALION MECHANICAL AND ELECTRICAL EXTERIOR PADS

SEE MEP AND STRUCTURAL DRAWINGS (M-501, ES101, S-503).

C S1

W G

SCALE 1"=30'

SITE LAYOUT PLAN

LEGEND:

INDICATES NUMBER OF PARKING STALLS8

PARKING COUNT FOR PARKING LOT EXPANSION

# OF STALLS TYPE OF STALL

76 STANDARD

2 HC VAN ACCESSIBLE

TOTAL COUNT = 78

PARKING COUNT FOR CONVERSION OF EXISTING PARKING LOT

TO PERVIOUS PAVEMENT

# OF STALLS TYPE OF STALL

32 STANDARD

6 HC VAN ACCESSIBLE

TOTAL COUNT = 38

CBCB

C B

EX. D

I-7

6" P

CS501

CS503

CS501

AE003

AE601

BMP#1

BMP#2

BATTALION HQ

NEW DUMPSTER

4'6"

FUTURE BUILDING

(BID OPTION 1)

CS102

, S

G A

N D

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

C S1

W G

CODED NOTES

1. 4" WIDE PAINT STRIPE TYPICAL.

2. 4" WIDE WHITE STRIPE @ 45° - 24" O.C.

SCALE 1"=30'

SITE PAVING, STRIPING AND SIGNAGE PLAN

CBCB

2 1/2" DOMESTIC

CONNECTION

6" FIRE CONNECTION

C B

CO8

CO9

CO10

CO11

6" P

6" PVC

EX. D

I-7

EX. D

I-1

6" P

CS501

CS503

CS501

AE003

AE601

BMP#1

BMP#2

BATTALION HQ

BRIGADE HQ

(BID OPTION 1)

12'

R205

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

NEW DUMPSTER

11.5'

TYP.

18'

4'6"

CS501

CS503

CS102A

, S

G A

N D

D O

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

C S1

W G

CODED NOTES

1. 4" WIDE PAINT STRIPE TYPICAL.

2. 4" WIDE WHITE STRIPE @ 45° - 24" O.C.

SCALE 1"=30'

SITE PAVING, STRIPING AND SIGNAGE PLAN BID OPTION 1

CBCB

2 1/2" DOMESTIC

CONNECTION

6" FIRE CONNECTION

BP: 0+00.00

PC: 2+19.18

: 2

+7 1.

: 2

+8 6.

EP: 4+02.05

BMP#1

BMP#2

BATTALION HQ

BRIGADE HQ

(BID OPTION 1)

12'

R203

R204

1+00

BP: 0+00.00

EP: 1+22.47

PC: 0+00.23

PT: 0+31.76

R201

R202

R205

1+00

2+00

3+00

FIRE LANE ALIGNMENT

FIRE LANE

TURNAROUND

ALIGNMENT

33' A

T/FP

STAND-OFF

NEW DUMPSTER

11.5'

4'6"

12'TYP.

10' TYP'

DUMPSTER

BIN AREA

EXISTING FIRE LANE

NEW FIRE LANE

12'

TYP

15'

12'

TYP

12'

TYP

10'

TYP

15'

9.6

P' 9.6'

12' 9.

10' TYP'

10'

12'

10'

TYP'

10' TYP'

10'

10' 12'

12'TYP.

10'

TYP

12' 10'

10'

11'

12'

TYP

12'

TYP

12'

TYP

DC TYP.

TC TYP.

DC TYP.

DCTYP.

TYP.

CS103

N E

SCALE: 1" = 20'

20 0 20 40

TRUE NORTH

PLAN NORTH

C S1

W G

LEGEND

DC - DOWELED CONTRACTION JOINT

TE - THICKENED EDGE JOINT

DT - DOWELED TRANSVERSE JOINT

TC - TRANSVERSE CONTRACTION JOINT

SCALE 1"=30'

FIRE LANE JOINT PLAN

GENERAL NOTES

1. SEE SHEET CS502 FOR JOINT DETAILS.

2. PROVIDE ISOLATION JOINT AT STORM DRAIN

MANHOLE.

3. PROVIDE ISOLATION JOINT WHERE PAVED

SERVICE ROAD MEETS BRIGADE

HEADQUARTERS.

4. SEE SHEET CS701 FOR ALIGNMENT, CURVE

AND BUILDING GRID COORDINATE TABLES.

5. PROVIDE TE JOINTS AT EACH END OF

FIRELANE WHERE IT CONNECTS TO EXISTING

PAVEMENT, AT INTERSECTION WITH HEAVY

DUTY PAVEMENT GOING TO BRIGADE HQ, AND

FOR ALL JOINTS AT MAIN INTERSECTION THAT

ARE SHOWN AS DASHED.

6. PROVIDE TC JOINT ALONG CENTER LINES OF

FIRE LANES.

7. ALL ODD-SHAPED SLABS MUST BE

REINFORCED.

SEE

NOTE #2

SEE

NOTE #3

TE - SEE NOTE #5

BOUNDARY OF BID OPTION 1

FOR LAYOUT AND PAVING

TE - SEE NOTE 5

TE - SEE NOTE #5

SEE

NOTE #7

SEE

NOTE #7

SEE

NOTE #7

SEE

NOTE #7

STATION

FIRE LANE PROFILE

HORZ. SCALE 1:30

VERT. SCALE 1:3

0+00 1+00 2+00 3+00 4+00 4+80

STATION

FIRE LANE TURN AROUND PROFILE

HORZ. SCALE 1:30

VERT. SCALE 1:3

0+00 1+00 1+60

I S

. 0

+0 9.

. 3 0.

34 PV

I S

. 4

+0 2.

. 3 2.

0.67%

-1.00%

I S

. 0

+1 0.

. 3 2.

I S

. 1

+2 2.

. 3 1.

+3 7.

. 2 5.

T O

P C

O N

D U

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

N E

R N

U N

. 3 2.

. 3

CS201

P R

C S2

VDOT #57

4" STONE

2"R

6" 2'

13" 1":1'

COMPACT SUBGRADE TO 95% MAXIMUM

NOTE:

DRY DENSITY PER ASTM D 1557

PRIME COAT (PER VDOT SEC. 315)

FINISH GRADE

7.5" CONCRETE (4000 PSI)

FINISH GRADE

4" CONCRETE (3500 PSI CONCRETE)

4" 4"

FOR FILL AREAS

COMPACT SUBGRADE TO 95% MAXIMUM

DRY DENSITY PER ASTM D 1557

THE BOTTOM OF THE CURB AND GUTTER

MAY BE CONSTRUCTED PARALLEL TO

THE SLOPE OF SUB- SURFACE COURSES

PROVIDED A MINIMUM DEPTH OF 7" IS

MAINTAINED.

1. PLACE 6" AGGREGATE BASE COURSE(NO 21B, TYPE 1

CRUSHED STONE) IN ONE COMPACTED LIFT.

6" AGGREGATE BASE COURSE (VDOT NO.21A,

TYPE 1 CRUSHED STONE)

3.5" ASPHALT CONCRETE (VDOT ASPHALT

MIXTURE TYPE BM-25.0)

4" AGGREGATE BASE COURSE (VDOT #21A),

COMPACT TO 95% MAXIMUM DRY DENSITY

PER ASTM D 1557

FOR FILL AREAS COMPACT

SUBGRADE TO 95% MAXIMUM

DRY DENSITY PER ASTM D 1557

6" AGGREGATE BASE COURSE (VDOT NO. 21B,

TYPE 1 CRUSHED STONE), COMPACT TO 95%

DENSITY

REINFORCING (WHERE INDICATED ON PLANS WITH AN "R" FOR

ODD-SHAPED SLABS): 6x6-W5.5xW5.5 WELDED WIRE REINFORCEMENT

2.5" ASPHALT CONCRETE (VDOT ASPHALT

MIXTURE TYPE SM-9.5A)

3/4"

JOINT SEALANT DETAIL 1-

n. 1i n.

3 FT MIN.

3/4" EXPANSIVE JOINT MATERIAL

PROPOSED

BLDG.

POURED

JOINT

SEALANT

O U

CONC. CURBING MATERIAL

#57 STONE

6"6"

GEOTEXTILE CLASS 2

SCALE: NTS

HEAVY DUTY CONCRETE PAVEMENT DETAIL

(FIRE LANES AND DUMPSTER AREAS)

SCALE: NTS

LIGHT DUTY CONCRETE

PAVEMENT DETAIL

(SIDEWALKS AND WALKWAYS)

SCALE: NTS

HEAVY DUTY ASPHALT PAVEMENT

SCALE: NTS

COMBINATION 6" CURB AND GUTTER

SCALE: NTS

THICKENED EDGE AT BUILDING DETAIL

SCALE: NTS

POROUS ASPHALT

PERIMETER RESTRAINT

SCALE: NTS

LEVEL I PERVIOUS ASPHALT PAVEMENT

A1 A5 A8

D5 D1

F1 F5

1.5" POROUS ASPHALT SURFACE COURSE

HMA 12.5mm

3" POROUS ASPHALT BASE COURSE

HMA 25mm

RESERVOIR LAYER, AASHTO #3, #2 OR #57, OR APPROVED EQUIVALENT

DEPTH VARIES - 10" MIN

8" FILTER LAYER, AASHTO #8 OR

APPROVED EQUIVALENT

4" CHOKER LAYER, AASHTO #57 OR

APPROVED EQUIVALENT

6" PERFORATED PVC UNDERDRAIN AT 0% SLOPE

(LOCATED UNDER PERVIOUS ASPHALT ONLY)

SET INVERT OF PERF. PVC AT 1" ABOVE FILTER LAYER

BOTTOM OF FILTER LAYER IS LEVEL

ELEV.= 27.20 FOR PERVIOUS PAVEMENT AREA 1

ELEV.= 27.60 FOR PERVIOUS PAVEMENT AREA 2

ELEV.= 27.80 FOR PERVIOUS PAVEMENT AREA 3

ELEV.= 28.10 FOR PERVIOUS PAVEMENT AREA 4

ELEV.= 29.10 FOR PERVIOUS PAVEMENT AREA 5 (BID OPTION1)

ELEV.= 28.80 FOR PERVIOUS PAVEMENT AREA 6 (BID OPTION1)

STABILIZATION GEOTEXTILE

(AASHTO M288 CLASS 1 WOVEN,

ELONGATION <50%, SEAMS

OVERLAP 24" MIN.)

C H

D B

D R

B Y:

E D

Y-

O M

P H

- H

C T

N U

R : 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

CS501

T D

C S5

CONCRETE SIDEWALK

JOINT LAYOUT AND FINISH

EXPANSION JOINT IN BOTH

CURB AND SIDEWALK

CONTRACTION JOINT IN

SIDEWALK ONLY

BROOMED

FINISH

4" WIDE SMOOTH

TROWELED

PERIMETER

E EXPANSION JOINT C CONTRACTION JOINT

PREMOLDED

JOINT FILLER

1/8" TO 1/4"

1" M

1/2"

WIDTH VARIES

SEE SHEET

CS101

CONCRETE SIDEWALK ADJACENT CURB

3/4" CHAMFER

IN TURF

AREAS1"

FINISH GRADE

TURF AREAS

SEE SHEET CS501 FOR

SIDEWALK CROSS

SECTION DETAILS

FLUSH AT

ASPHALT

PAVED

AREAS

CONCRETE SIDEWALK AT

TURF OF PAVED AREAS

2% MAX

WIDTH VARIES

SEE SHEET

CS101

1/4"

PREMOLDED

JOINT FILLER

SEE SHEET CS501

FOR CURB

DETAILS

SEE SHEET CS501 FOR

SIDEWALK CROSS

SECTION DETAILS

FINISH GRADE

FLUSH WITH

CONCRETE.

TRANSVERSE CONTRACTION JOINT (TC)

(AT ABUTMENTS TO BUILDINGS, SIDEWALKS, ETC.)

NOTES:

1. SEE SHEET CS103 FOR FIRELANE JOINT PLAN.

2. FOR INFORMATION NOT OTHERWISE SHOWN OR NOTED REFER TO CONCRETE PAVEMENT

SECTION WITHIN SPECIFICATIONS AND LATEST VERSIONS OF UFC 3-250-01, "PAVEMENT DESIGN

FOR ROADS AND PARKING AREAS" AND UFC 3-201-01, "CIVIL ENGINEERING".

3. ALL WIRE REINFORCEMENT MUST BE EMBEDDED WITHIN 2 INCHES BELOW THE SLAB SURFACE OR WITHIN THE UPPER 1/3 OF THE SLAB THICKNESS; WHICHEVER IS CLOSER TO THE SURFACE.

REINFORCEMENT MUST NOT EXTEND TO WITHIN 2 INCHES OF THE SLAB SIDE EDGE.

4. DOWEL BASKET ASSEMBLIES MUST BE HALF SLAB THICKNESS TO CENTER OF DOWELS;

DOWELS MUST BE WELDED AT OPPOSITE ENDS WITHIN THE DOWEL BASKET; DOWELS MUST BE

LIGHTLY GREASED THE FULL LENGTH OF THE DOWEL PRIOR TO CONCRETE PLACEMENT.

DRAINAGE

E C

NOTES:

DETAIL-DOWELED TRANSVERSE JOINT (DT)LONGITUDINAL OR

TRANSVERSE EXPANSION JOINT

E C

4 " DIA. SMOOTH DOWEL,

16" LONG, 12" O.C. USED ONLY

ADJACENT TO FREE EDGES

DOWELED CONTRACTION JOINT (DC)

SEALANT

P.C. CONC.

PAVEMENT

SECOND

SAWCUT

FIRST SAWCUT

BOND BREAKER TAPE

1 2" 1 4"

A R

C S5

12"

4 " DIA. SMOOTH

DOWEL 16" LONG 12" O.C.

FIRST POUR SECOND POUR

℄JOINT

SLIDING

2" (TYP)

FIXED

EXPANSION CAP

SECOND POUR

1 12" TO 2"

1 12" 1"

DRILL 8" X 1-1/4" HOLES, 12" O.C.

INTO FIRST POUR OF PAVEMENT

PERPENDICULAR TO EDGE OF FIRST

POUR (PARALLEL TO EXIST. JOINTS)

SECURE DOWEL W/ EPOXY GROUT.

JOINT SEALANT

PREFORMED JOINT FILLER

COMPACTED BASE

SEE PLAN (TYP.)

C.J. SEE DETAIL,

THIS SHEET

P.C. CONCRETE PAVEMENT

2" (TYP.)

TOOLED EDGE 3

1 4"

PREFORMED JOINT FILLER

1. PROVIDE CONTRACTION (SAWED) JOINTS AT

INTERVALS AT 6' O.C.

2. EXPANSION JOINTS MUST BE PLACED AT 24'

INTERVALS OR AS SHOWN ON PLANS. ALL

EXPANSION JOINTS MUST BE SEALED WITH A

COMMERCIAL SEALANT MATERIAL.

3. SIDEWALK ADJACENT TO BUILDING MUST HAVE

A MINIMUM TRANSVERSE SLOPE OF 1% AWAY

FROM BUILDING.

4. PROVIDE 1/2" EXPANSION JOINT MATERIAL AT

ALL LOCATIONS WHERE NEW CONCRETE

ABUTS EXISTING OR NEW STRUCTURES AND

AT ALL CHANGES IN DIRECTION OF SIDEWALK.

5. SIDEWALK CROSS SLOPE MUST NOT EXCEED

2.00%.

6. WALKWAYS WIDER THAN 6' SHALL HAVE

DOWELED LONGITUDINAL JOINTS IN ADDITION

TO TRANSVERSE JOINTS.

SCALE: NTS

CONCRETE SIDEWALK DETAILS

SCALE: NTS

HEAVY DUTY CONCRETE JOINT DETAILS

PREFORMED JOINT FILLER

C H

D B

D R

B Y:

E D

Y-

O M

P H

- H

C T

N U

R : 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

CS502

T D

C S5

PARKING

2" I.D. PIPE

FINISH GRADE

2" DIA. STEEL SIGN POST

12" DIA. CONC. FOOTING

2' -0

3"1" TYP.

3' -0

-0

" 2'

-0

2'-0"

4' -1

R20"

4'-3"

1'-3 1/2 "

2' -1

6" 6"

R 1'-2"

R4"

1'-5"

THREAD END OF POST AND INSIDE OF PIPE.

SCREW POST A MIN. OF 4" INTO PIPE

SYMBOL TO BE PAINTED

IN ACCORDANCE WITH

VDOT FS TT-P-1982

ACCESSIBLE

SYMBOL:

WHITE PAINT

ACCORDANCE

WITH VDOT FS

TT-P-1982

BACKGROUND: BLUE

PAINT IN

ACCORDANCE WITH

VDOT FS TT-P-1982

ACCESSIBILITY SYMBOL

PAINTED ON PAVEMENT

25°

OR WITHIN THE UPPER 1/3 OF THE SLAB THICKNESS; WHICHEVER IS CLOSER TO THE SURFACE.

REINFORCEMENT MUST NOT EXTEND TO WITHIN 2 INCHES OF THE SLAB SIDE EDGE.

4. DOWEL BASKET ASSEMBLIES MUST BE HALF SLAB THICKNESS TO CENTER OF DOWELS;

DOWELS MUST BE WELDED AT OPPOSITE ENDS WITHIN THE DOWEL BASKET; DOWELS MUST BE

LIGHTLY GREASED THE FULL LENGTH OF THE DOWEL PRIOR TO CONCRETE PLACEMENT.

SCALE: NTS

HANDICAPPED PARKING SIGN

SCALE: NTS

HANDICAP ACCESSIBLE PAVEMENT

MARKING SYMBOL DETAIL

A8A6

SCALE: NTS

DETECTABLE WARNING SURFACE

C H

D B

D R

B Y:

E D

Y-

O M

P H

- H

C T

N U

R : 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

CS503

O U

T D

C S5

FIRE LANE ALIGNMENT

NUMBER

LENGTH

51.91'

23.17'

92.20'

219.18'

15.60'

RADIUS

120.00'

90.00'

LINE/CHORD DIRECTION

N65° 04' 20"E

N70° 05' 20"E

N33° 21' 57"E

N52° 40' 47"E

N77° 27' 52"E

START N-E

N3585357.57 , E12042937.69

N3585382.66 , E12042999.62

N3585390.53 , E12043021.35

N3585224.69, E12042763.39

N3585379.28, E12042984.40

END N-E

N3585379.28 , E12042984.40

N3585390.53 , E12043021.35

N3585464.21 , E12043069.87

N3585357.57 , E12042937.69

N3585382.66 , E12042999.62

FIRE LANE TURN AROUND ALIGNMENT

NUMBER

LENGTH

31.52'

0.23'

90.71'

RADIUS

180.00'

LINE/CHORD DIRECTION

S32° 18' 13"E

S27° 17' 12"E

S37° 19' 14"E

START N-E

N3585390.32 , E12043021.46

N3585390.53, E12043021.35

N3585363.71, E12043038.28

END N-E

N3585363.71 , E12043038.28

N3585390.32 , E12043021.46

N3585291.57 , E12043093.28

BUILDING GRID POINT TABLE

POINT #

G101

G104

G103

NORTHING

3585308.043

3585334.186

3585196.795

EASTING

12043136.052

12043005.474

12042930.819

BUILDING GRID

B-1 (BRIGADE)

C-1 (BATTALION

F-7 (BATTALION)

RADIUS POINT TABLE

POINT#

R201

R202

R203

R204

R205

NORTHING

3585381.065

3585320.346

3585309.757

3585212.377

3585438.811

EASTING

12043100.501

12042995.896

12042776.011

12042846.207

12043108.034

DESCRIPTION

R=50'

R=30'

GENERAL LAYOUT POINT TABLE

POINT#

NORTHING

3585447.675

3585464.930

3585516.392

EASTING

12043027.154

12043013.249

12043052.741

DESCRIPTION

CORNER OF DUMPSTER

CORNER OF CONC.

(SHEET CS103)

CS701

O U

C H

D B

D R

B Y:

E D

Y-

O M

P H

- H

C T

N U

R : 7

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

E N

N T

U .S

. A R

M Y

C O

O F

R S

N O

, V

C R

O N

H , N

-3

) 8

-7

F -0

READY TO ADVERTISE (RTA)

ISSUED FOR CONSTRUCTION

C S7

BMP#1

BMP#2

BATTALION HQ

NEW DUMPSTER

4'6"

SAN

C B

EX. D

I-7

6" P

-1 .5

-0.46%

-0.66%

-1.00%

FF ELEV. = 33.1

-1.45%

-2.83%

27.2525.90

-2.00%

-1.00%

-1.00% -4.13%

-0.51%

-0.29%

-4.18% -4.53%

1.45%

-1.03%

-1.29%

-1.57%

-1 .1

-2.34%

-1.03%

-1.87%

-2.51%

-3.84%

-2.36%

LOD

LOD LOD LOD LOD LOD LOD

LOD LOD

LOD

LOD LOD

LOD

31.33FL

33.24FL

31.54FL

31.01FL

31.00FL

31.40FL

31.61FL

31.18FL

31.95FL

32.07FL

31.17FL

31.43FL

30.56FL

32.06FL

31.87FL

30.55FL

31.43FL

32.38FL

32.57FL

32.87

33.20

30.25

32.18

32.06

32.93

32.82 32.95

31.2

32.81

33.19

32.53

33.46

31.57

31.7

31.3

33.0

31.50

31.9

33.4

33.2

33.1

33.2

33.0

32.6

FIRE LANE

TURNAROUND

FIRE LANE

30.38FL

33.77

32.75

33.85

33.79

32.94

32.49 32.91

33.1

SEE NOTE #3

27.25

27.75

SEE NOTE #4

30.81

31.04

33.25

32.97

33.39

33.1 33.10

33.09

33.10

.0+

+27.5

27.5+

CG101

G R

G P

SCALE: 1" =30'

30 0 30 60

TRUE NORTH

PLAN NORTH

C G

D W

32.7

SPOT ELEVATION SYMBOLOGY

GROUND ELEVATION

32.75 HARDSCAPE ELEVATION

32.75FL FLOW LINE OF CURB ELEVATION

NOTES:

1. CALL 811 FOR MISS UTILITY FOR VIRGINIA

PRIOR TO ANY SITE WORK TO ASSURE ALL

EXISTING UTILITIES ARE PROTECTED AND

AVOIDED DURING SITE CONSTRUCTION.

2. SEE SHEETS CS201 FOR FIRE LANE

PROFILES.

3. MATCH EXISTING SIDEWALK GRADE.

4. MATCH EXISTING CURB GRADE.

SITE GRADING PLAN

BMP#2

BATTALION HQ

BRIGADE HQ

(BID OPTION 1)

R205

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

NEW DUMPSTER

4'6"

2 1/2" DOMESTIC

CONNECTION

6" FIRE CONNECTION

SAN

6" C900

C B

CO8

CO9

CO10

CO11

6" P

6" PVC

EX. D

I-7

EX. D

I-1

6" P

-1 .5

-0.46%

-0.66%

-1.00%

FF ELEV. = 34.1

FF ELEV. = 33.1

-1.45%

-4.46%

27.2525.90

-2.00%

-1.00%

-3.28%

-0.51%

-4.00%

-2.00%

-4.18% -4.53%

-2.62%

-1.03%

-1.29%

-1.57%

-1 .0

-2.34%

-1.03%

LOD

LOD LOD LOD LOD LOD LOD

LOD LOD

LOD

LOD LOD

LOD

30.83FL

32.26FL

30.25FL

30.52FL

31.00FL

31.05FL

31.18FL

31.95FL

32.07FL

31.18FL

30.93FL

30.57FL

32.06FL

31.87FL

30.55FL

30.93FL

31.88FL

32.06FL

33.53

34.11

30.25

32.17

32.04

32.93

32.84 32.96

31.2

32.82

33.36

32.19

33.63

31.56

31.7

31.3

33.0

31.50

33.6

34.0

33.6

1.99% 4.37%

32.6

FIRE LANE

TURNAROUND

FIRE LANE

30.39FL

33.74

33.90

33.74

32.98

32.48 32.60

33.1

SEE NOTE #3

27.25

27.75

SEE

NOTE #4

SEE NOTE #4

30.81

31.04

33.24

32.97

33.39

33.1 33.10

33.10

.0+

+27.5

27.5+

CG101A

G R

G P

D O

SCALE: 1" =30'

30 0 30 60

TRUE NORTH

PLAN NORTH

C G

D W

32.7

SPOT ELEVATION SYMBOLOGY

GROUND ELEVATION

32.75 HARDSCAPE ELEVATION

32.75FL FLOW LINE OF CURB ELEVATION

NOTES:

1. CALL 811 FOR MISS UTILITY FOR VIRGINIA

PRIOR TO ANY SITE WORK TO ASSURE ALL

EXISTING UTILITIES ARE PROTECTED AND

AVOIDED DURING SITE CONSTRUCTION.

2. SEE SHEETS CS201 FOR FIRE LANE

PROFILES.

3. MATCH EXISTING SIDEWALK GRADE.

4. MATCH EXISTING CURB GRADE.

SITE GRADING PLAN BID OPTION 1

BLDG E2300

BLDG

E2308

LOD

LOD LOD LOD LOD LOD LOD

LOD LOD

LOD

LOD LOD

LOD

SSF

SSF SSF SSF SSF SSF

SSF

SIP

CIP

SIP

CG102

R O

N A

N D

T C

O N

R P

M M

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

C G

D W

LAYDOWN/

STAGING AREA

LAYDOWN/

STAGING AREA

SIP

SANDBAGS TO PROTECT

ENTRANCE TO FILTERRA

SANDBAGS

TO PROTECT

ENTRANCE

TO WATER QUALITY

INLET

CIP

CE STABILIZED CONSTRUCTION ENTRANCE

CURB INLET PROTECTION

INLET PROTECTION

MULCHING

TEMPORARY SEEDING

PERMANENT SEEDING

WASH RACK

LIMIT OF DISTURBANCE

SUPER SILT FENCE

LODLOD

SSF

EROSION AND SEDIMENT CONTROL LEGEND

NOTE:

THE CONTRACTOR SELECTED TO COMPLETE THE REGULATED LAND

DISTURBING ACTIVITY AS SHOWN ON THESE DRAWINGS IS RESPONSIBLE

FOR IMPLEMENTING THE APPROVED EROSION AND SEDIMENT CONTROL

PLAN IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS. PRIOR TO THE

COMMENCEMENT OF THIS ACTIVITY, IN ACCORDANCE WITH VA. EROSION

AND SEDIMENT CONTROL LAW, THE CONTRACTOR SHALL DESIGNATE AN

INDIVIDUAL HOLDING A CERTIFICATE OF COMPETENCY WITH THE STATE AS

THE PERSON RESPONSIBLE FOR CARRYING OUT THE APPROVED PLAN, AND

PROVIDE THE NAME OF THIS INDIVIDUAL TO THE PLAN APPROVING

AUTHORITY.

SCALE 1"=30'

PHASE 1

SITE EROSION AND SEDIMENT CONTROL PLAN

GENERAL NOTES:

1. FOR INLET PROTECTION (CIP) SEE DETAIL A5 OR A8 ON SHEET CG503

AS APPROPRIATE.

2. FOR CURB INLET PROTECTION (CI) SEE DETAIL A4 ON SHEET CG504.

3. FOR STONE CONSTRUCTION ENTRANCE SEE DETAIL A1 ON SHEET

CG503.

4. FOR SUPER SILT FENCE INSTALLATION (SSF) SEE DETAIL A8 ON SHEET

CG504.

5. MULCHING PER VESH STD. AND SPECIFICATION 3.35 (SEE CG502)

6. TEMPORARY SEEDING PER VESH STD. AND SPECIFICATION 3.31 (SEE

CG502)

7. PERMANENT SEEDING PER VESH STD. AND SPECIFICATION 3.32 (SEE

CG502)

8. BIORETENTION AREAS AND PERVIOUS PAVING AREAS SHALL BE

PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION.

SIP

-1 .5

-0.46%

-0.66%

-1.00%

FF ELEV. = 33.1

-1.45%

-2.83%

27.2525.90

-2.00%

-1.00%

-1.00% -4.13%

-0.51%

-0.29%

-4.18% -4.53%

1.45%

-1.03%

-1.29%

-1.57%

-1 .1

-2.34%

-1.03%

-1.87%

-2.51%

-3.84%

-2.36%

LOD

LOD LOD LOD LOD LOD LOD

LOD LOD

LOD

LOD LOD

LOD

SSF

SSF SSF SSF SSF SSF

SSF

SIP

CIP

SOSO

FUTURE

BUILDING

6" C

G G

1" G

SD12

15" R

SD16

SD15" RCP

15" RCP

SD18" RCP

SD15

SD14

SD13

SD11

SD4

SD9

SD6

SD7

SD3

15" RCP

SD12" RCP

W W

SAN

SD17

6" P

" R

15" RCP

SD10

EXSD18

CO1

6" PVC

CO2

CO3

CO5

CO6

CO4

SD8

EXDTL

6" P

15" RCP

18" RCP

SD1

SD2

" R

6" PVC

6" P

6" PVC

6" P

C B

COMM

C O

M M

C O

M M

WFH

6" RD

6" RD6" RD6" RD

6" R D

6" RD

8" R D

6" R D

8" RD

6" R D

EX. D

I-7

6" P

6" PVC

EX. 18" RCP

21" RCP

" R

8" C900

8" RD

8" C900

2" G

" R

C P

BATTALION HQ

33' A

T/FP

STAND-OFF

33' A

T/FP

STAND-OFF

NEW DUMPSTER

4'6"

SIPWR

CG103

R O

N A

N D

T C

O N

R P

M M

/m k

SCALE: 1" = 30'

30 0 30 60

TRUE NORTH

PLAN NORTH

C G

D W

LAYDOWN/

STAGING AREA

LAYDOWN/

STAGING AREA

CIP

NOTE:

THE CONTRACTOR SELECTED TO COMPLETE THE REGULATED LAND

DISTURBING ACTIVITY AS SHOWN ON THESE DRAWINGS IS RESPONSIBLE

FOR IMPLEMENTING THE…

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File details come from the government source that posted it. Updated Feb 7, 2024.