W912QR25RA024_Plans-0001.pdf
PDF 19 MB Posted
- Solicitation number
- W912QR25RA024
About this file
This file is a comprehensive set of architectural and engineering design drawings for the construction of a new Area Maintenance Support Activity (AMSA) and Vehicle Maintenance Shop (VMS) located at the Defense Supply Center Richmond (DSCR) in Virginia. The project, solicited under contract number W912QR25RA024, is being executed by the US Army Corps of Engineers Louisville District for fiscal year 2025. The detailed drawing set includes multiple technical sheets covering civil, structural, architectural, interior design, and life safety aspects, with specific focus on a 138,000 square foot facility featuring work bays, administrative spaces, storage areas, restrooms, mechanical rooms, and specialized zones like battery storage and flammable material storage.
The design incorporates sustainable features consistent with LEED silver certification standards, including water-efficient fixtures, reduced parking footprint, light pollution reduction, low-emitting materials, and environmentally conscious refrigerant selections. The facility includes specialized technical spaces such as work bays with a 10-ton bridge crane, equipment alcoves, tool storage rooms, and a wash rack. The site plan encompasses multiple parking areas for MEP and POV vehicles, with detailed grading, drainage, and erosion control plans. Construction documents indicate a complex, multi-purpose facility designed to support military maintenance and logistics operations with advanced environmental and functional considerations.
View the file
Other files
Show all 16
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D
R M
AR
TI
N L
U
TH
ER
K
IN
G
J R
P L
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
US Army Corps of Engineers ®
6/ 4/
:3
2:
P M
G-002
GEN
SH
EE
T
IN
D
EX
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S) A
N D
AR
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
P 2:
FY
D W
D W
J.
F
IS
H
ER
TW
M
AP
R
IL
5, C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
AMSA SHEET INDEX
SHEET
NUMBER SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 VICINITY AND LOCATION MAP
G-004 HAUL ROUTE AND LAYDOWN AREA
CIVIL
GC101 OVERALL E&S PLAN - PHASE I
GC102 ENLARGED E&S PLAN - PHASE I
GC103 ENLARGED E&S PLAN - PHASE I
GC104 ENLARGED E&S PLAN - PHASE I
GC105 ENLARGED E&S PLAN - PHASE I
GC106 ENLARGED E&S PLAN - PHASE I
GC107 ENLARGED E&S PLAN - PHASE I
GC108 ENLARGED E&S PLAN - PHASE I
GC109 ENLARGED E&S PLAN - PHASE I
GC110 OVERALL E&S PLAN PHASE II
GC111 ENLARGED E&S PLAN - PHASE II
GC112 ENLARGED E&S PLAN - PHASE II
GC113 ENLARGED E&S PLAN - PHASE II
GC114 ENLARGED E&S PLAN - PHASE II
GC115 ENLARGED E&S PLAN - PHASE II
GC116 ENLARGED E&S PLAN - PHASE II
GC117 ENLARGED E&S PLAN - PHASE II
GC118 ENLARGED E&S PLAN - PHASE II
GC501 E&S NOTES
GC502 E&S NOTES
GC503 E&S NOTES
GC504 E&S DETAILS
GC505 E&S DETAILS
GC506 E&S DETAILS
GC507 E&S DETAILS
GC508 E&S DETAILS
B-101 COMPOSITE BORING PLAN
B-201 BORING LOGS
B-202 BORING LOGS
B-203 BORING LOGS
B-204 BORING LOGS
B-205 BORING LOGS
B-206 BORING LOGS
B-207 BORING LOGS
B-208 BORING LOGS
V-101 OVERALL EXISTING CONDITIONS PLAN
V-102 EXISTING CONDITIONS PLAN
V-103 EXISTING CONDITIONS PLAN
V-104 EXISTING CONDITIONS PLAN
V-105 EXISTING CONDITIONS PLAN
V-106 EXISTING CONDITIONS PLAN
V-107 EXISTING CONDITIONS PLAN
V-108 EXISTING CONDITIONS PLAN
V-109 EXISTING CONDITIONS PLAN
C-001 CIVIL GENERAL NOTES
C-002 CIVIL LEGEND AND ABBREVIATIONS
C-003 AERIAL PHOTO SITE PLAN
CD101 OVERALL DEMOLITION PLAN
CD102 DEMOLITION PLAN
CD103 DEMOLITION PLAN
CD104 DEMOLITION PLAN
CD105 DEMOLITION PLAN
CD106 DEMOLITION PLAN
CD107 DEMOLITION PLAN
CD108 DEMOLITION PLAN
CD109 DEMOLITION PLAN
CS101 OVERALL SITE PLAN
CS102 SITE PLAN
CS103 SITE PLAN
CS104 SITE PLAN
CS105 SITE PLAN
CS106 SITE PLAN
CS107 SITE PLAN
CS108 SITE PLAN
CS109 SITE PLAN
CS401 PAVEMENT JOINT PLAN
CS501 SITE DETAILS
CS502 SITE DETAILS
CS503 SITE DETAILS
CS504 SITE SECTIONS
CS510 FENCING DETAILS
CS511 FENCING DETAILS
CS512 LANDSCAPE EDGING DETAILS
CS513 DUMPSTER ENCLOSURE DETAILS
AMSA SHEET INDEX
SHEET
NUMBER SHEET NAME
CG101 OVERALL GRADING AND DRAINAGE PLAN
CG102 GRADING AND DRAINAGE PLAN
CG103 GRADING AND DRAINAGE PLAN
CG104 GRADING AND DRAINAGE PLAN
CG105 GRADING AND DRAINAGE PLAN
CG106 GRADING AND DRAINAGE PLAN
CG107 GRADING AND DRAINAGE PLAN
CG108 GRADING AND DRAINAGE PLAN
CG109 GRADING AND DRAINAGE PLAN
CG110 SPOT ELEVATION PLAN
CG111 SPOT ELEVATION PLAN
CG112 SPOT ELEVATION PLAN
CG113 SPOT ELEVATION PLAN
CG114 PRE DEVELOPMENT DRAINAGE AREA MAP -
POINT OF ANALYSIS
CG115 POST DEVELOPMENT DRAINAGE AREA MAP -
POINT OF ANALYSIS
CG116 POST DEVELOPMENT DRAINAGE AREA MAP
CG301 STORM SEWER PROFILES
CG302 STORM SEWER PROFILES
CG303 STORM SEWER PROFILES
CG304 STORM SEWER PROFILES
CG305 STORM SEWER PROFILES
CG306 STORM SEWER PROFILES
CG501 GRADING AND DRAINAGE DETAILS
CG502 GRADING AND DRAINAGE DETAILS
CG503 STORMWATER MANAGEMENT DETAILS
CG504 STORMWATER MANAGEMENT
CG505 STORM WATER MANAGEMENT DETAILS
CG506 STORM WATER MANAGEMENT DETAILS
CG601 DRAINAGE SUMMARY
CU101 OVERALL UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU105 UTILITY PLAN
CU106 UTILITY PLAN
CU107 UTILITY PLAN
CU108 UTILITY PLAN
CU109 UTILITY PLAN
CU301 SANITARY SEWER PROFILES
CU302 SANITARY SEWER PROFILES
CU310 WATER LINE PROFILES
CU311 WATER LINE PROFILES
CU312 WATER LINE PROFILES
CU313 WATER LINE PROFILES
CU320 ELECTRICAL PROFILES
CU330 TELECOM PROFILES
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU601 SANITARY SUMMARY
SITE ELECTRICAL
ES001 SITE ELECTRICAL LEGEND AND GENERAL
NOTES
ES101 SITE ELECTRICAL PLAN
ES501 SITE ELECTRICAL DETAILS
ES502 SITE ELECTRICAL DETAILS
ES503 SITE ELECTRICAL DETAILS
ES504 SITE ELECTRICAL DETAILS
ES505 SITE ELECTRICAL DETAILS
SITE TELECOMMUNICATIONS
TS001 SITE TELECOMMUNICATIONS LEGEND AND
GENERAL NOTES
TS101 OVERALL SITE TELECOMMUNICATIONS PLAN
TS102 SITE TELECOMMUNICATIONS PLAN
TS501 SITE TELECOMMUNICATIONS DETAILS
TS502 SITE TELECOMMUNICATIONS DETAILS
TS503 SITE TELECOMMUNICATIONS DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES AND DESIGN
CRITERIA
S-002 GENERAL STRUCTURAL NOTES AND DESIGN
CRITERIA
S-003 STRUCTURAL ABBREVIATIONS
S-004 COMPONENTS AND CLADDING PLAN
S-005 SNOW DRIFT DIAGRAM
S-110 FOUNDATION AND FLOOR SLAB PLAN
S-120 LOW ROOF FRAMING PLAN
S-130 HIGH ROOF FRAMING PLAN
S-131 SOLAR PANEL SUPPORT FRAMING PLAN
S-201 CONCRETE WALL ELEVATION KEY PLAN
AMSA SHEET INDEX
SHEET
NUMBER SHEET NAME
S-211 CONCRETE WALL ELEVATIONS
S-212 CONCRETE WALL ELEVATIONS
S-213 BRIDGE CRANE ELEVATION
S-301 FOUNDATION SECTIONS
S-302 FOUNDATION SECTIONS
S-351 FRAMING SECTIONS
S-352 FRAMING SECTIONS
S-353 FRAMING SECTIONS
S-401 ENLARGED S.A.T.S. CANOPY FOUNDATION,
SCHEMATIC ROOF FRAMING PLANS AND
ELEVATION
S-402 S.A.T.S. CANOPY FOUNDATION SECTIONS
S-411 ENLARGED CONTAINMENT AREA FOUNDATION
AND FLOOR SLAB PLAN
S-412 CONTAINMENT AREA FOUNDATION SECTIONS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL SLAB ON GRADE DETAILS
S-503 TYPICAL WALL DETAILS
S-511 TYPICAL CMU DETAILS
S-512 TYPICAL CMU DETAILS
S-521 TYPICAL FRAMING DETAILS
S-601 SCHEDULES
ARCHITECTURE
A-001 ABBREVIATIONS AND LEGENDS
A-110D DIMENSION FLOOR PLAN
A-110N NOTE FLOOR PLAN
A-120 REFLECTED CEILING PLAN
A-130 ROOF PLAN
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-310 WALL SECTIONS
A-311 WALL SECTIONS
A-401 ENLARGED RESTROOM PLAN
A-402 RESTROOM ELEVATIONS
A-413 TYPICAL RESTROOM MOUNTING HEIGHTS
A-414 CELL PHONE LOCKER DETAILS
A-420 ENLARGED CABINET PLANS AND ELEVATIONS
A-423 CASEWORK SECTIONS
A-501 DOOR AND FRAME TYPES AND DOOR DETAILS
A-502 DOOR DETAILS
A-503 DOOR DETAILS
A-510 WINDOW TYPES AND DETAILS
A-530 LOUVER TYPES AND DETAILS
A-540 WALL TYPES
A-541 WALL TYPES
A-542 WALL DETAILS
A-543 WALL DETAILS
A-544 WALL DETAILS
A-560 CEILING DETAILS
A-570 ROOF DETAILS
A-571 ROOF DETAILS
A-572 ROOF DETAILS
A-573 ROOF DETAILS
A-574 CANOPY DETAILS
A-580 MISCELLANEOUS DETAILS
A-581 MISCELLANEOUS DETAILS
A-601 DOOR SCHEDULE
A-711 CAGE DETAILS
A-712 CAGE DETAILS
A-713 CAGE DETAILS
A-901 AIR BARRIER FLOOR PLAN
A-902 AIR BARRIER WALL SECTION
INTERIORS
I-110 FINISH PLAN
I-601 FINISH SCHEDULE
I-602 FINISH KEY
I-603 EXTERIOR FINISH KEY
INTERIORS GRAPHICS
IG110 SIGNAGE PLAN
IG501 SIGNAGE DETAILS
IG601 SIGNAGE SCHEDULE
INTERIORS FURNITURE
IF110 FURNITURE PLAN
IF501 FURNITURE DETAILS
LIFE SAFETY
LS001 ABBREVIATIONS, LEGEND AND CODE ANALYSIS
LS002 CODE COMPLIANCE SITE PLAN
LS110 LIFE SAFETY PLAN
LS801 LOUISVILLE LIFE SAFETY FIRE PROTECTION
REVIEW FORM
AMSA SHEET INDEX
SHEET
NUMBER SHEET NAME
FIRE SPRINKLER
FX001 ABBREVIATIONS, LEGEND AND GENERAL
NOTES
FX110 FIRE PROTECTION PLAN
FIRE ALARM
FA001 ABBREVIATIONS, LEGEND AND GENERAL
NOTES
FA110 FIRE ALARM PLAN
FA501 DETAILS
PLUMBING
P-001 ABBREVIATIONS, LEGEND AND GENERAL
NOTES
PP100 UNDERGROUND SANITARY PLAN
PP111 SANITARY PLAN
PP112 WATER PLAN
PP113 POL
PP114 COMPRESSED AIR
P-301 POL SECTION VIEW
P-401 ENLARGED PLANS
P-402 ENLARGED PLANS
P-501 DETAILS
P-502 DETAILS
P-503 DETAILS
P-601 SCHEDULES
P-701 RISER DIAGRAMS
P-702 RISER DIAGRAMS
P-710 RISER DIAGRAMS
P-711 RISER DIAGRAMS
P-720 RISER DIAGRAMS
P-801 PLUMBING CONTROLS
P-802 PLUMBING CONTROLS
MECHANICAL
M-001 GENERAL NOTES
M-002 LEGEND AND ABBREVIATIONS
MH111 HVAC FLOOR PLAN
MH121 HVAC LOWER ROOF PLAN
M-301 SECTIONS
M-501 DETAILS
M-502 DETAILS
M-503 DETAILS
M-504 DETAILS
M-505 DETAILS
M-506 DETAILS
M-601 SCHEDULES
M-602 SCHEDULES
M-603 SCHEDULES
M-701 CONTROLS
M-702 CONTROLS
M-703 CONTROLS
M-704 CONTROLS
M-705 CONTROLS
M-706 CONTROLS
M-707 CONTROLS
M-708 CONTROLS
M-709 CONTROLS
ELECTRICAL
E-001 LEGEND
E-002 GENERAL NOTES
E-003 ABBREVIATIONS
EL110 LIGHTING PLAN
EL701 LIGHTING FIXTURE SCHEDULE
EL702 LIGHTING CONTROLS SCHEDULE AND DETAILS
EP110 POWER PLAN
EP130 ROOF PV ARRAY PLAN
EP150 MECHANICAL POWER PLAN
EP160 MECHANICAL POWER LOWER ROOF PLAN
EP410 ENLARGED POWER PLANS
EP501 DETAILS AND SCHEDULES
EP601 POWER ONE LINE DIAGRAM
EP602 PV ARRAY ONE-LINE DIAGRAM
EP701 PANEL SCHEDULES
EP702 PANEL SCHEDULES
EP703 PANEL SCHEDULES
EY110 SPECIAL SYSTEMS FLOOR PLAN
EY501 SPECIAL SYSTEMS DETAILS
EG130 GROUNDING & LIGHTNING PROTECTION PLAN
EG501 LIGHTNING PROTECTION DETAILS
EG601 GROUNDING ONE LINE DIAGRAM
TELECOMMUNICATIONS
T-001 LEGEND
RACK SHEET INDEX
SHEET
NUMBER SHEET NAME
STRUCTURAL
S-110 FOUNDATION AND FLOOR SLAB PLAN
S-130 SCHEMATIC ROOF FRAMING PLAN
S-211 SCHEMATIC FRAMING ELEVATION
S-301 FOUNDATION SECTIONS
ARCHITECTURE
A-110 FLOOR AND ROOF PLAN
A-201 BUILDING ELEVATIONS AND SECTION
ELECTRICAL
E-110 ELECTRICAL PLANS
RAMP SHEET INDEX
SHEET
NUMBER SHEET NAME
STRUCTURAL
S-110 FOUNDATION AND SLAB PLAN
S-211 ELEVATION
S-301 SECTIONS AND DETAILS
S-302 SECTIONS AND DETAILS
A1 SHEET INDEX
SCALE: NTS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-2 9-
AMSA SHEET INDEX
SHEET
NUMBER SHEET NAME
T-002 GENERAL NOTES AND ABBREVIATIONS
T-110 COMMUNICATIONS FLOOR PLAN
T-410 ENLARGED COMMUNICATIONS PLANS
T-501 DETAILS
T-502 DETAILS
T-503 DETAILS
T-504 DETAILS
T-601 COMMUNICATIONS ONE LINE DIAGRAMS
T-602 COMMUNICATIONS CABINET ELEVATIONS
T-603 COMMUNICATIONS WALL ELEVATIONS
1 1TS102 SITE TELECOMMUNICATIONS PLAN
TS501 SITE TELECOMMUNICATIONS DETAILS W
2Q
R
R A0
_P la ns
-0
STRUCTURAL PRACTICES
REF.= VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
MATERIALS
FIELD EXPLORATION OF THE SITE SHALL BE MADE TO DETERMINE IF THERE IS
SUFFICIENT SURFACE SOIL OF GOOD QUALITY TO JUSTIFY STRIPPING. TOPSOIL SHALL
BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM, CLAY
LOAM). IT SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROCKS, ROOTS AND NOXIOUS
WEEDS, AND SHALL GIVE EVIDENCE OF BEING ABLE TO SUPPORT HEALTHY
VEGETATION. IT SHALL CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO
PLANT GROWTH.
ALL TOPSOIL SHALL BE TESTED BY A RECOGNIZED LABORATORY FOR THE FOLLOWING
CRITERIA:
ORGANIC MATTER CONTENT SHALL BE NOT LESS THAN 1.5% BY WEIGHT.
pH RANGE SHALL BE FROM 6.0-7.5. IF pH IS LESS THAN 6.0, LIME SHALL BE ADDED IN
ACCORDANCE WITH
SOIL TEST RESULTS OR IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE
VEGETATIVE ESTABLISHMENT
PRACTICE BEING USED.
SOLUBLE SALTS SHALL NOT EXCEED 500 ppm.
IF ADDITIONAL OFF-SITE TOPSOIL IS NEEDED, IT MUST MEET THE STANDARDS STATED
ABOVE.
STRIPPING
TOPSOIL OPERATIONS SHOULD NOT BE PERFORMED WHEN THE SOIL IS WET OR
FROZEN. STRIPPING SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA.
A 4 TO 6 INCH STRIPPING DEPTH IS COMMON, BUT DEPTH MAY VARY DEPENDING ON
THE PARTICULAR SOIL. ALL PERIMETER DIKES, BASINS AND OTHER SEDIMENT
CONTROLS SHALL BE IN PLACE PRIOR TO STRIPPING.
STOCKPILING - IF REMOVED
TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT
OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR
PROTECT STOCKPILES IN ACCORDANCE WITH MS #2.
SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2:1.
PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY;
SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION
OF THE STOCKPILE, IN ACCORDANCE WITH STD. & SPEC. 3.31, TEMPORARY SEEDING IF
IT IS TO REMAIN DORMANT FOR LONGER THAN 14 DAYS (REFER TO MS #1
AND MS #2).
SITE PREPARATION PRIOR TO AND MAINTENANCE DURING TOPSOILING
BEFORE TOPSOILING, ESTABLISH NEEDED EROSION AND SEDIMENT CONTROL
PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS,
DIKES, LEVEL SPREADERS, WATERWAYS, SEDIMENT BASINS, ETC.THESE PRACTICES
MUST BE MAINTAINED DURING TOPSOILING.
GRADING: PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED
SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN.
LIMING: WHERE THE pH OF THE SUBSOIL IS 6.0 OR LESS, OR THE SOIL IS COMPOSED
OF HEAVY CLAYS, AGRICULTURAL LIMESTONE SHALL BE SPREAD IN ACCORDANCE
WITH THE SOIL TEST OR THE VEGETATIVE ESTABLISHMENT PRACTICE BEING USED.
BONDING: AFTER THE AREAS TO BE TOPSOILED HAVE BEEN BROUGHT TO GRADE, AND
IMMEDIATELY PRIOR TO DUMPING AND SPREADING TOPSOIL, THE SUBGRADE SHALL
BE LOOSENED BY DISCING OR SCARIFYING TO A DEPTH OF AT LEAST 2 INCHES TO
ENSURE BONDING OF THE TOPSOIL AND SUBSOIL.
APPLYING TOPSOIL
TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN
TOPSOIL OR SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY
OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SEEDING. THE
TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTED DEPTH
OF 4 INCHES ON 3:1 OR STEEPER SLOPES AND 4 INCHES ON FLATTER SLOPES. (SEE
TABLE 3.30-A TO DETERMINE VOLUME OF TOPSOIL REQUIRED FOR APPLICATION TO
VARIOUS DEPTHS). ANY IRREGULARITIES IN THE SURFACE, RESULTING FROM
TOPSOILING OR OTHER OPERATIONS, SHALL BE CORRECTED IN ORDER TO PREVENT
THE FORMATION OF DEPRESSIONS OR WATER POCKETS.
IT IS NECESSARY TO COMPACT THE TOPSOIL ENOUGH TO ENSURE GOOD CONTACT
WITH THE UNDERLYING SOIL AND TO OBTAIN A LEVEL SEEDBED FOR THE
ESTABLISHMENT OF HIGH MAINTENANCE TURF. HOWEVER,UNDUE COMPACTION IS TO
BE AVOIDED AS IT INCREASES RUNOFF VELOCITY AND VOLUME, AND DETERS
SEED GERMINATION. SPECIAL CONSIDERATION SHOULD BE GIVEN TO THE TYPES OF
EQUIPMENT USED TO PLACE TOPSOIL IN AREAS TO RECEIVE FINE TURF. AVOID
UNNECESSARY COMPACTION BY HEAVY MACHINERY WHENEVER POSSIBLE. IN AREAS
WHICH ARE NOT GOING TO BE MOWED, THE SURFACE SHOULD BE LEFT ROUGH IN
ACCORDANCE WITH SURFACE ROUGHENING (STD. & SPEC. 3.29).
REF. 3.02
REF. 3.05
REF. 3.07
1.
2.
3.
4.
5.
6.
SITE CALCULATIONS
EXISTING SITE CONDITIONS
ADJACENT AREAS
OFF-SITE AREAS
CRITICAL AREAS
MANAGEMENT STRATEGIES
PROJECT DESCRIPTION
EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL MEASURES
MAINTENANCE
CONSTRUCTION ENTRANCE
SILT FENCE
INLET PROTECTION
THE AREAS ADJACENT TO THE SITE ARE DEVELOPED, THERE ARE EXISTING BUILDINGS EAST, RAILROAD TO THE
WEST AND OPEN AREAS THAT WERE ONCE DEVELOPED, BUT NOW HAVE VEGETATION.
THE SITE IS A DEVELOPED PROPERTY. THE SLOPES THROUGHOUT THE SITE RANGE FROM 0-10%. THE SITE CONSISTS OF A ROAD, UTILITIES AND VEGETATIVE AREA. THE LIMITS OF CONSTRUCTION FOR THE SITE ARE LIMITED TO ONLY THOSE AREAS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. THE DRAINAGE
PATTERNS DO NOT CHANGE FROM THE PRE AND POST CONDITIONS.
NO OFFSITE AREAS ARE EFFECTED BY THIS PROJECT
THE SITE DOES NOT HAVE ANY AREAS WHICH HAVE POTENTIALLY SEROUS EROSION PROBLEMS.
ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE CURRENT EDITION OF THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 4VAC50-30.
ALL POTENTIALLY SEDIMENT LADEN STORM DRAINAGE FROM THIS CONSTRUCTION SITE WILL BE ROUTED THROUGH APPROPRIATE EROSION AND SEDIMENT CONTROL STRUCTURAL MEASURES. THESE MEASURES
INCLUDE SILT FENCE, INLET PROTECTION, AND OUTLET PROTECTION.
1. THE CONTRACTOR SHALL COMPLY WITH THE CURRENT LAWS AND REGULATIONS OF
THE COMMONWEALTH OF VIRGINIA, DURING, AND AFTER CONSTRUCTION ON THE
SITE. ALL MINIMUM STANDARDS AND SPECIFICATIONS REGARDING THE INSTALLATION
AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
FOLLOWED BY THE CONTRACTOR.
2. ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO,
TREE PROTECTION, SILT FENCE, CONSTRUCTION ENTRANCE, SEDIMENT TRAPPING
FACILITIES, AND INLET PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF
CONSTRUCTION AND MUST BE REVIEWED AND APPROVED BY A DEQ CERTIFIED
INSPECTOR BEFORE ANY CLEARING OPERATIONS BEGIN.
3. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL APPROVED MEASURES AS
SHOWN ON THE DRAWINGS. ANY ADDITIONAL MEASURES DEEMED REQUIRED BY THE
A DEQ CERTIFIED INSPECTOR FROM DUE TO FIELD CONDITIONS SHALL BECOME PART
OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROPERTY. ALL FIELD
CHANGES MUST BE APPROVED BY THE SITE INSPECTOR PRIOR TO INSTALLATION. ALL
APPROVED FIELD CHANGES SHALL BE SENT TO THE SITE REPRESENTATIVE AND BE
ATTACHED TO THE APPROVED PLAN.
4. THE CONTRACTOR MAY NOT CHANGE OR ALTER ANY OF THE APPROVED MEASURES
WITHOUT FIRST NOTIFYING THE SITE REPRESENTATIVE. FAILURE TO DUE SO MAY
RESULT IN A NOV, SWO AND/OR REVOCATION OF THE LAND DISTURBANCE PERMIT.
5. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT
SOIL FROM ERODING OUTSIDE THE LIMITS OF DISTURBANCE, STREETS, DRAINAGE
SYSTEMS, AND WATERWAYS. ALL DEVICES SHALL BE CLEANED OF MUD, DEBRIS, AND
OTHER ERODED MATERIAL DURING THE SITE CLEARING AND DEVELOPMENT.
INSPECTIONS SHALL BE CONDUCTED ONCE EVERY 5 BUSINESS DAYS AND WITHIN 24
HOURS AFER A RUNOFF PRODUCING EVENT. A RUN OFF PRODUCING EVENT IS
DEFINED BY 9VAC25-880-1, AS 0.25 INCHES OF RAINFALL OVER A 24 HOUR PERIOD.
6. TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN
SEVEN (7) DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING
OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN FOURTEEN (14) DAYS
OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.
7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE
DURATION OF THE CLEARING AND CONSTRUCTION OPERATIONS AND AT A MAXIMUM
FOR THE SPECIFIED TIME FOR EACH MEASURE AS IDENTIFIED IN THE VESC
HANDBOOK, OR WHEN FULL STABILIZATION HAS OCCURRED FOR THE ENTIRE SITE. A
FINAL INSPECTION BY A DEQ CERTIFIED INSPECTOR SHALL DETERMINE WHEN THIS
FACT IS ACCOMPLISHED AND ALL TEMPORARY MEASURES AND DEVICES CAN BE
REMOVED. A NOTICE OF TERMINATION PACKAGE SHALL BE SUBMITTED AND
ACCEPTED AS COMPLETE BY A DEQ CERTIFIED INSPECTOR, PRIOR TO ARRANGING
FOR A FINAL DEQ CERTIFIED INSPECTION. REFER TO THE DEQ WEBSITE FOR
INFORMATION REGARDING THE NOTICE OF TERMINATION REQUIREMENT.
8. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND
OTHER AIR POLLUTANTS, WATER, LIMITING THE NUMBER OF VEHICLES ALLOWED
ON-SITE, MINIMIZING THE OPERATING SPEED OF ALL VEHICLES, ETC. ALSO, THE
CONTRACTOR WILL BE RESPONSIBLE FOR THE DAILY SWEEPING OF PAVED
SURFACES.
9. APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLAN AND ACQUISITION OF A
WORK PERMIT DOES NOT RELIEVE THE OWNER/DEVELOPER FROM OBTAINING
APPLICABLE FEDERAL, STATE, AND LOCAL PERMITS, OR FROM COMPLYING WITH
PERTINENT FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
IN GENERAL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, INSPECTION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. INSPECTIONS SHALL BE CONDUCTED ONCE EVERY 5 BUSINESS DAYS AND WITHIN 24 HOURS AFER A RUNOFF PRODUCING EVENT. ALL NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY. AS A MINIMUM, THE FOLLOWING ITEMS WILL BE INSPECTED.
THE INLET PROTECTION SHALL BE INSPECTED REGULARLY FOR UNDERMINING OR DETERIORATION. SEDIMENT
IS TO BE REMOVED:
1. WHEN IT HAS ACCUMULATED TO 1/2 THE HEIGHT. REMOVED SEDIMENT IS TO BE SPREAD IN AN
ENVIRONMENTALLY SOUND MANNER AND IMMEDIATELY STABILIZED.
2. WHEN ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE REMOVED AND THE AREAS RESTORED.
THIS PROJECT IS LOCATED AT WITHIN THE DEFENSE LOGISTICS AGENCY (DLA) AT THE DEFENSE SUPPLY CENTER - RICHMOND (DSCR), RICHMOND, VIRGINIA. THE PROJECT INCLUDES A BUILDING
AND ASSOCIATED SITE IMPROVEMENTS.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR AS A FIRST STEP IN A
CLEARING AND GRADING OPERATIONS.
CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BE COMPLETED AS QUICKLY AS
POSSIBLE.
TEMPORARY SEEDING OR OTHER STABILIZATION PRACTICES SHALL FOLLOW IMMEDIATELY AFTER GRADING.
AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, INSPECTION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. INSPECTIONS SHALL BE CONDUCTED ONCE EVERY 5 BUSINESS DAYS AND WITHIN 24 HOURS AFER A RUNOFF PRODUCING EVENT. A RUN OFF PRODUCING EVENT
IS DEFINED BY 9VAC25-880-1, AS 0.25 INCHES OF RAINFALL OVER A 24 HOUR PERIOD.
ANY EROSION AND SEDIMENT CONTROL DEVICE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR
REPLACED IMMEDIATELY.
1.
2.
3.
4.
5.
6.
LIMITS OF DISTURBANCE = 7.49 AC
PRE-DEVELOPED IMPERVIOUS = 0.65 AC
POST-DEVELOPMENT IMPERVIOUS = 4.65 AC
EARTHWORK CUT =23,629 CUBIC YARDS
EARTHWORK FILL = 2,626 CUBIC YARDS
EARTHWORK NUMBERS ARE STRICTLY A COMPARISON BETWEEN THE PROPOSED
CONTOURS AND EXISTING GRADES AND NOT INTENDED FOR TAKEOFF PURPOSES.
TOPSOIL SPECIFICATIONS
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT
SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. EROSION CONTROL BLANKET WILL
BE INSTALLED OVER SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE
BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND ALLOW
SEED TO GERMINATE PROPERLY. MULCH WILL BE USED ON RELATIVELY FLAT AREAS. IN
ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO
MULCHING.
8.
SILT FENCE IN PAVEMENT DETAIL B13, GC505
REF. 3.18OUTLET PROTECTION
SUPER SILT FENCE DETAIL B5, GC505
SOILS
THE SITE IS WITHIN WHAT THE USDA SOIL MAP CALLS "MADE LAND". IT IS PRIMARILY COMPOSED OF SP, ML AND CL SOIL. INFILTRATION RATES ON SITE WERE FOUND TO BE BETWEEN 0.01 IN/HR AND 0.17 IN/HR.
STORMWATER MANAGEMENT
CALCULATIONS OF STORMWATER RUNOFF PRE-DEVELOPED AND POST DEVELOPED
INDICATE THAT THERE WILL BE A NET INCREASE IN PEAK RUNOFF AS A RESULT OF THE
PROJECT DEVELOPMENT. THEREFORE, ONE DETENTION BASIN AND TWO BIO-RETENTION
BASINS WERE DESIGNED TO DETAIN AND RELEASE THE RUNOFF AT THE 2-YEAR
PRE-DEVELOPED RATE (SEE RUNOFF CALCULATIONS).
TEMPORARY SEDIMENT TRAP ____ _____ __REF 3.13
9. TEMPORARY SEDIMENT BASIN REF 3.14
ALL VEHICLE MAINTENANCE WILL OCCUR INSIDE THE AMSA FACILITY. POLLUTANT
CONTROL SYSTEMS AND RUNOFF CAPTURED ARE WITHIN THE FACILITY ITSELF. THE
RUNOFF INSIDE THE FACILITY WILL BE ROUTED TO THE OIL/WATER INTERCEPTOR LOCATED
ON THE SOUTH SIDE OF THE AMSA. THE OIL/WATER INTERCEPTOR IS CONNECTED TO THE
SANITARY SEWER. THE WASH RACK IS SLOPED TO THE TRENCH DRAIN. RUNOFF
ASSOCIATED WITH VEHICLE WASHING DRAINS TO THE TRENCH DRAIN AND IS ROUTED TO
THE OIL/WATER INTERCEPTOR. WHEN VEHICLES ARE PARKED OUTSIDE IN THE LOT, THEY
WILL HAVE DRIP PANS UNDER THE ENGINE TO REDUCE POLLUTANT DISCHARGE. THESE
PRACTICES REDUCE THE RISK OF POLLUTANT DISCHARGE. THE BIORETENTION BASINS
SHALL HAVE POND LINES TO PREVENT INFILTRATION INTO THE GROUND.
MEASURES FOR DISCHARGE OF POTENTIAL
PETROLEUM POLLUTENTS
E
S N
O
TE
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-G
C
1.
dw g M ay
9, 1:
am
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, GC501
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
IC
T
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
05-29-2025
W
2Q R
R
A0
_P la ns -0
B R
O A
D
A R
O A
D
N 4th STREET
3 12
N 3681915.75 E 11787079.42
N 3681878.94 E 11787070.35
N 3681878.25 E 11787145.78
N 3681913.17 E 11787102.54
N 3681919.18 E 11787103.72
N 3681919.26 E 11787128.64
N 3681913.37 E 11787130.31
N 3681883.19 E 11787095.77
N 3681883.21 E 11787108.38
IR W/CAP S11
N 3681928.378
E 11786862.884
ELEV = 120.65
N 3681884.12 E 11787088.22
N 3681884.12 E 11787139.21
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
2.
dw g M ay
9, 1:
am
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD102
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. SAWCUT AND REMOVE CURB
AMSA/VSA
15,179 SF
VMS/AMSA
28 MEP PARKING SPACES
M
E P
P A
R K
IN
G
S P
A C
E S
M
E P
P A
R K
IN
G
S P
A C
E S
27 UNIT PARKING SPACES
WASH
RACK
P
O V
P A
R K
IN
G
S P
A C
E S
A
C C
E S
S
IB
LE
E
V
45' CONC
APRONEV
EV
SATS
CANOPY
WASH
RACK
BI-LEVEL
LOADING
RAMP
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
AMSA/VSA
15,179 SF
VMS/AMSA
28 MEP PARKING SPACES
M
E P
P A
R K
IN
G
S P
A C
E S
M
E P
P A
R K
IN
G
S P
A C
E S
27 UNIT PARKING SPACES
WASH
RACK
P
O V
P A
R K
IN
G
S P
A C
E S
A
C C
E S
S
IB
LE
E
V
45' CONC
APRONEV
EV
SATS
CANOPY
WASH
RACK
BI-LEVEL
LOADING
RAMP
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
4 4
5 5
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
M A
TC
H
L
IN
E C
D
MATCH LINE CD104
TYP
TYP
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
5 1
05-29-2025
W
2Q R
R
A0
_P la ns -0
3 12
N 3681359.74 E 11786965.12 N 3681359.57
E 11787126.99
N 3681359.74 E 11787087.35
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
4.
dw g M ay
9, 1:
am
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD104
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD102
MATCH LINE CD106
M A
TC
H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
TYP
TYP
TYP
TYP
TYP
05-29-2025
W
2Q R
R
A0
_P la ns -0
N 3681359.74 E 11787253.84
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
5.
dw g M ay
9, 1:
am
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD105
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD103
MATCH LINE CD107
M A
TC
H
L
IN
E C
D
SHEET KEYNOTES
1. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
05-29-2025
W
2Q R
R
A0
_P la ns -0
A
O A
D
B R
O A
D B
R O
A D
A R
O A
D
N 3681313.61 E 11786965.12
N 3681313.61 E 11786848.64
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
6.
dw g M ay
9, 1:
am
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD106
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD104
MATCH LINE CD108
M A
TC
H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
TYP
TYP
TYP
TYP
3 TYP
05-29-2025
W
2Q R
R
A0
_P la ns -0
W
R
EH
O U
SE #65
C R
O A
D C
R O
A D
N 3681313.66 E 11787253.45
N 3681313.90 E 11787349.83
N 3681273.37 E 11787355.25
N 3681313.88 E 11787355.13
N 3681303.27 E 11787373.72
N 3681279.37 E 11787440.79
N 3681292.02 E 11787440.69
N 3681284.19 E 11787355.23
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
7.
dw g M ay
9, 1:
am
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD107
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. SAWCUT AND REMOVE CONCRETE
3. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
AMSA/VSA
15,179 SF
VMS/AMSA
WASH
RACK
45' CONC
APRON
SATS
CANOPY
WASH
RACK
BI-LEVEL
LOADING
RAMP D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
AMSA/VSA
15,179 SF
VMS/AMSA
WASH
RACK
45' CONC
APRON
SATS
CANOPY
WASH
RACK
BI-LEVEL
LOADING
RAMP
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD105
MATCH LINE CD109
M A
TC
H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
05-29-2025
W
2Q R
R
A0
_P la ns -0
N 3rd STREET
1 12
N 3680841.82 E 11786829.64
N 3680795.38 E 11787085.97
N 3680771.41 E 11787107.79
N 3680771.30 E 11787094.48
N 3680762.01 E 11787115.75
N 3680760.75 E 11787092.78
N 3680772.95 E 11787053.37
N 3680791.17 E 11786903.61
N 3680767.08 E 11786897.14
N 3680779.95 E 11787057.81
N 3680788.35 E 11787055.72
N 3680789.05 E 11787001.38
TRAVERSE S12
N 3680744.156
E 11786851.250
ELEV = 120.82
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
8.
dw g M ay
9, 2:
pm
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD108
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. REMOVE SANITARY SEWER LINE AND MANHOLES
6. REMOVE ASPHALT
7. ADJUST MANHOLE RIM TO FINAL GRADE
8. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
9. REMOVE INLET TOP AND REPLACE WITH MANHOLE TOP
INSTALLED TO FINAL GRADE
10. INLET SHALL REMAIN, PLUG EXISTING PIPE OPENING
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD106
M A
TC
H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE
BASED UPON A FIELD SURVEY, AVAILABLE EXISTING DRAWINGS
AND PAINTED LOCATION PROVIDED BY THE OWNER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE
EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING
WORK AND FOR ANY DAMAGES WHICH OCCUR BY THEIR
FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND
UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE
CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN
THOSE SHOWN ON THE PLANS, THEY SHALL IMMEDIATELY
NOTIFY THE COR AND TAKE NECESSARY AND PROPER STEPS
TO PROTECT THE UTILITIES AND ASSURE THE CONTINUANCE
OF SERVICE. MAXIMUM PROTECTION SHALL BE PROVIDED FOR
EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE.
EXISTING UTILITIES THAT COME TO GRADE SHALL BE
ADJUSTED TO COORDINATE WITH PROPOSED GRADING.
05-29-2025
W
2Q R
R
A0
_P la ns -0
N 3680788.37 E 11787342.31
N 3680757.22 E 11787372.07
N 3680849.53 E 11787355.11
N 3680807.05 E 11787354.10
N 3680813.90 E 11787420.70
N 3680788.21 E 11787312.74
N 3680766.69 E 11787321.13
N 3680758.38 E 11787322.52
N 3680750.38 E 11787322.59
N 3680750.40 E 11787368.05
TRAVERSE S13
N 3680747.737
E 11787377.639
ELEV = 120.54
D E
M O
LI
TI
O N
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
9.
dw g M ay
9, 2:
pm
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CD109
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. REMOVE CONCRETE
3. REMOVE SANITARY SEWER LINE
4. REMOVE STORM SEWER LINE AND STRUCTURES
5. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
AMSA/VSA
15,179 SF
VMS/AMSA
WASH
RACK
45' CONC
APRON
SATS
CANOPY
WASH
RACK
BI-LEVEL
LOADING
RAMP D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
AMSA/VSA
15,179 SF
VMS/AMSA
WASH
RACK
45' CONC
APRON
SATS
CANOPY
WASH
RACK
BI-LEVEL
LOADING
RAMP
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION2
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD107
M A
TC
H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
05-29-2025
W
2Q R
R
A0
_P la ns -0
O A
D
N 4th STREET
S
IT
E P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
S
2.
dw g M ay
9, 2:
pm
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CS102
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. PROVIDE HEAVY DUTY ASPHALT PAVEMENT - DETAIL
D16/CS502
2. PROVIDE CURB - DETAIL A7/CS502
3. PROVIDE ASPHALT PATCH - DETAIL B13/CS502
4. PROVIDE 24" STOP BAR - MATCH EXISTING LENGTH. REFER
TO SPECIFICATION FOR ADDITIONAL INFORMATION.
LEGEND
LIMITS OF CONSTRUCTION
CONCRETE PAVEMENT
ASPHALT PAVEMENT
FENCE
BITUMINOUS PAVEMENT OPTION:
HEAVY DUTY ASPHALT
BASE BID: AGGREGATE PAVEMENT
AGGREGATE PAVEMENT
CS102 CS103
CS104 CS105
CS106 CS107
KEYMAP
CS108 CS109
KEYMAP IS NOT TO SCALE
SCALE: 1" = 20'
SITE PLANA1
PLAN
NORTH
20' 40'0
M A
TC
H
L
IN
E C
S
MATCH LINE CS104
05-29-2025
W
2Q R
R
A0
_P la ns -0
O A
D A
R O
A D
VMS/AMSA
FFE 123.50
18 UNIT PARKING SPACES
P
O V
P A
R K
IN
G
S P
A C
E S
, 2 A
C C
E S
S
IB
LE
E
V
45' CONC
APRON
SATS
CANOPY
BI-LEVEL LOADING RAMP
45'
7'
9'
8'
7'
2'
4'
12'
R24'R30' R25'
R17' R30
R5' C1
6.
P T
O F
C
TO
P
C O
F C
1)
126.40'
47.86' (0+00
TO PC OF C1)
B
.5
0'
.5 0'
12' 12'
56'
.0
9'
7' 23'
1+00 2+001+500+50
1+000+50
STA 2+58.19/
0+83.86
1+
2+
1+
2+
.0
0'
P C
O F
C
TO
2+
.1
9)
168.77' (PC
OF C1 TO 2+16.63)
7'
D
DETENTION BASIN A
N 3681141.15 E 11787032.19
N 3681026.26 E 11786994.64
N 3681026.26 E 11787129.19
ALIGNMENT POINT
AT INTERSECTION OF
COLUMN LINES B/1
ALIGNMENT POINT
ALONG COLUMN
LINE B
N 3681111.15 E 11786859.16
N 3681116.15 E 11786936.42
N 3681141.15 E 11787164.42
N 3680996.65 E 11787030.22
N 3681096.15 E 11787032.19
N 3681265.87 E 11786941.95
N 3681248.38 E 11786941.95
N 3681200.87 E 11786941.95
N 3681200.87 E 11787032.19
N 3681169.15 E 11787032.19
N 3681295.87 E 11786859.46
N 3681169.35 E 11786942.39
N 3681213.84 E 11786846.24
N 3681248.37 E 11786815.56
N 3681155.15 E 11786815.56
STATION 0+00
N 3681155.15 E 11787032.19
STATION 2+16.63
STATION 0+00
STATION 1+26.40
N 3681106.92 E 11786930.42
N 3681267.87 E 11786941.95
N 3681074.77 E 11787122.67
N 3681114.32 E 11787122.70
ALIGNMENT POINT
ALONG COLUMN
LINE 5
ALIGNMENT POINT
AT INTERSECTION OF
COLUMN LINES D/5
N 3680996.65 E 11786967.42
S
IT
E P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
S
6.
dw g M ay
9, 2:
pm
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CS106
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. PROVIDE HEAVY DUTY ASPHALT PAVEMENT - DETAIL D16/CS502
2. BASE BID: PROVIDE AGGREGATE PAVEMENT - DETAIL D7/CS502
BITUMINOUS PAVEMENT OPTION: PROVIDE HEAVY DUTY ASPHALT -
DETAIL D16/CS502
3. PROVIDE CONCRETE PAVEMENT - DETAIL M1/CS502
4. PROVIDE CONCRETE SIDEWALK - DETAIL C6/CS501
5. STRIPING IS SHOWN FOR REFERENCE ONLY
6. PROVIDE FENCE - DETAIL G13/CS510
7. PROVIDE VEHICULAR GATE WITH TIE BACK - DETAIL G13/CS510
8. PROVIDE PERSONNEL GATE - DETAIL B16/CS510
9. PROVIDE PARKING BLOCK - DETAIL K15/CS501
10. PROVIDE ASPHALT PATCH - DETAILB13/CS502
11. PROVIDE BOLLARDS - DETAIL A14/CS501
12. PROVIDE BOLLARDS AT BUILDING DOORS - REFER TO STRUCT.
13. PROVIDE CURB AND GUTTER - DETAIL D1/CS502
14. PROVIDE CURB AND REVERSE GUTTER - DETAIL D1/CS502
15. PROVIDE ACCESSIBLE RAMP - DETAIL H11/CS503
16. PROVIDE ACCESSIBLE PARKING SIGN - DETAIL C17/CS503
17. PROVIDE 5'x5' CONCRETE EQUIPMENT PAD - DETAIL A6/CS503
18. PROVIDE LIGHT DUTY ASPHALT PAVEMENT - DETAIL D11/CS502
19. PROVIDE SATS CANOPY - REFER TO STRUCTURAL FOR DETAILS
20. BASE BID: PROVIDE HEAVY DUTY ASPHALT - DETAIL D16/CS502
BI-LEVEL LOADING RAMP BID OPTION: PROVIDE BI-LEVEL LOADING
RAMP-REFER TO STRUCTURAL
21. PROVIDE COATED BROWN STEEL LANDSCAPE EDGING - DETAIL
G2/CS512
22. PROVIDE TRUNCATED DOMES - DETAIL H15/CS503
23. AGGREGATE PAVEMENT - DETAIL D7/CS502
24. PROVIDE 4" WIDE WHITE PAVEMENT STRIPING. REFER TO
SPECIFICATION FOR ADDITIONAL INFORMATION.
LEGEND
LIMITS OF CONSTRUCTION
CONCRETE PAVEMENT
ASPHALT PAVEMENT
FENCE
BITUMINOUS PAVEMENT OPTION:
HEAVY DUTY ASPHALT
BASE BID: AGGREGATE PAVEMENT
AGGREGATE PAVEMENT
CS102 CS103
CS104 CS105
CS106 CS107
KEYMAP
CS108 CS109
KEYMAP IS NOT TO SCALE
3 2
TYP
TYP 12
12TYP8
6 3
TYP9
ROAD CENTERLINE INFO.
DELTA= 90°00'00"
R=36.00' T=36.00' L= 56.55'
RADIUS POINT
COORDINATE
N 3681119.15 E 11786863.42
C1
SCALE: 1" = 20'
SITE PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CS104
MATCH LINE CS108
M A
TC
H
L
IN
E C
S
11TYP
5TYP
12 TYP
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM: NAD83
VIRGINIA STATE PLANE, SOUTH ZONE
VERTICAL DATUM: NAD83
UNITS OF MEASURE: FEET
COORDINATES SHOWN IN FORMAT OF
NORTHING, EASTING AND ELEVATION
REFER TO SHEET CS401 FOR
PAVEMENT JOINT PLAN
REFER TO SHEET C-001 FOR FULL BID
OPTION DESCRIPTIONS
PROPOSED SITE ELECTRICAL AND
SITE COMMUNICATION FEATURES
ARE SHOWN ON THE CIVIL DRAWINGS
FOR REFERENCE ONLY. REFER TO ES
AND TS SERIES FOR ELECTRICAL AND
COMMUNICATION DRAWINGS.
22 TYP
05-29-2025
W
2Q R
R
A0
_P la ns -0
W
R
EH
O U
SE #65
C R
O A
D C
R O
A D
M
E P
P A
R K
IN
G
S P
A C
E S
M
E P
P A
R K
IN
G
S P
A C
E S
C
LE
A R
Z O
N E
C
LE
A R
Z O
N E
' S
E
TB
A C
K
' S E
TB
A
C K
30'
35'
2'
12'
30'30' 30'
30'
39.5'41'
.9
9 UNIT PARKING SPACES
10'10'
DETENTION
BASIN A
N 3681265.87 E 11787344.96
N 3681267.87 E 11787354.96
N 3681200.87 E 11787265.42
N 3681200.87 E 11787300.42
N 3681200.87 E 11787344.96
S
IT
E P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
S
7.
dw g M ay
9, 2:
pm
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CS107
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. BASE BID: PROVIDE AGGREGATE PAVEMENT - DETAIL
D7/CS502
BITUMINOUS PAVEMENT OPTION: PROVIDE HEAVY DUTY
ASPHALT - DETAIL D16/CS502
2. STRIPING IS SHOWN FOR REFERENCE ONLY
3. PROVIDE FENCE - DETAIL G13/CS510
4. PROVIDE BOLLARDS - DETAIL A14/CS501
5. PROVIDE HEAVY DUTY ASPHALT PAVEMENT - DETAIL
D16/CS502
6. PROVIDE VEHICULAR GATE - DETAIL G13/CS510
7. PROVIDE CONCRETE PAVEMENT - DETAIL M1/CS502
8. PROVIDE CURB - DETAIL A7/CS502
9. PROVIDE ASPHALT PATCH - DETAIL B13/CS502
10. PROVIDE NO PARKING SIGN - DETAIL K1/CS503
11. PROVIDE COATED BROWN STEEL LANDSCAPE EDGING -
DETAIL G2/CS512
12. PROVIDE 4" WIDE YELLOW PAVEMENT MARKING STRIPING.
REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.
13. PROVIDE AGGREGATE PAVEMENT - DETAIL D7/CS502
LEGEND
LIMITS OF CONSTRUCTION
CONCRETE PAVEMENT
ASPHALT PAVEMENT
FENCE
BITUMINOUS PAVEMENT OPTION:
HEAVY DUTY ASPHALT
BASE BID: AGGREGATE PAVEMENT
AGGREGATE PAVEMENT
CS102 CS103
CS104 CS105
CS106 CS107
KEYMAP
CS108 CS109
KEYMAP IS NOT TO SCALE
SCALE: 1" = 20'
SITE PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CS105
MATCH LINE CS109
M A
TC
H
L
IN
E C
S
6 3
2TYP
4TYP
2TYP
4TYP
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM: NAD83
VIRGINIA STATE PLANE, SOUTH ZONE
VERTICAL DATUM: NAD83
UNITS OF MEASURE: FEET
COORDINATES SHOWN IN FORMAT OF
NORTHING, EASTING AND ELEVATION
REFER TO SHEET CS401 FOR
PAVEMENT JOINT PLAN
REFER TO SHEET C-001 FOR FULL BID
OPTION DESCRIPTIONS
PROPOSED SITE ELECTRICAL AND
SITE COMMUNICATION FEATURES
ARE SHOWN ON THE CIVIL DRAWINGS
FOR REFERENCE ONLY. REFER TO ES
AND TS SERIES FOR ELECTRICAL AND
COMMUNICATION DRAWINGS.
05-29-2025
W
2Q R
R
A0
_P la ns -0
19 MEP PARKING SPACES
WASH
RACK
EV
EV
CLEAR ZONE
19'
7'
12'
2'
.7
R24'R30'
R45'
R45'
R5'
R
47.86' (0+00
TO PC OF C2)
C2
12' 12'
45' CONC
APRON
0+
1+000+50
STA 0+00/
0+83.86
0+
.0
0' (T
O P
T O
F C
A
BIORETENTION
BASIN B
BIORETENTION BASIN C
2'
N 3680936.96 E 11786936.42
N 3680913.96 E 11786967.42
N 3680913.96 E 11786936.42
N 3680841.96 E 11786946.12
N 3680836.96 E 11786874.64
N 3680951.65 E 11787030.31
N 3680896.96 E 11786815.56
N 3680836.03 E 11786874.64
N 3680941.96 E 11786859.00
N 3680951.65 E 11787164.42
N 3680896.96 E 11786936.42
N 3680856.46 E 11786884.42
N 3680856.46 E 11786911.42
STATION 0+00
STATION 1+20.86
N 3680839.96 E 11786944.12
N 3680879.96 E 11786936.42
N 3680932.32 E 11787116.85
ALIGNMENT POINT
AT INTERSECTION OF
COLUMN LINES A/1
N 3680932.32 E 11787170.50
ALIGNMENT POINT
ALONG COLUMN
LINE A
N 3680944.92 E 11786930.42
N 3680915.96 E 11786965.42
N 3680879.96 E 11786946.12
S
IT
E P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
TE
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
IS
S
U E
D A
TE
S
IZ
E
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
S
8.
dw g M ay
9, 2:
pm
LO
U
IS
V
IL
LE
, K E
N
TU
C K
Y
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
-2
9-
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S M
A Y
9, CS108
A . L
IL
LY
K . P
O
TT
E R
S . C
U R
R Y
J.
F
IS
H
E R
A N
S I D
C E
R
TI
FI
E
D F
IN
A
L S
U B
M
IT
TA
L
C O
LL
O
C A
TE
D
V E
H
IC
LE
M
A
IN
TE
N
A N
C E
S H
O P
(V M
S
A N
D A
R E
A M
A
IN
TE
N
A N
C E
S U
P P
O R
T A
C
TI
V
IT
Y (A
M S
A
R
IC
H M
O N
D , V
IR
G
IN
IA
P N
: 0
P 2:
FY
: 2
LO
U
IS
V
IL
LE
D
IS
TR
D R
M A
R
TI
N L
U
TH
E R
K
IN
G J
R P
L
SHEET KEYNOTES
1. BASE BID: PROVIDE AGGREGATE PAVEMENT - DETAIL
D7/CS502
BITUMINOUS PAVEMENT OPTION: PROVIDE HEAVY DUTY
ASPHALT - DETAIL D16/CS502
2. PROVIDE AGGREGATE PAVEMENT - DETAIL D7/CS502
3. PROVIDE CONCRETE PAVEMENT - DETAIL M1/CS502
4. PROVIDE CONCRETE SIDEWALK - DETAIL C6/CS501
5. STRIPING IS SHOWN FOR REFERENCE ONLY
6. PROVIDE FENCE - DETAIL G8/CS510
7. PROVIDE VEHICULAR GATE - DETAIL G13/CS510
8. PROVIDE DUMPSTER ENCLOSURE - DETAIL A5&A15/CS513
9. PROVIDE PARKING BLOCK - DETAIL K15/CS501
10. PROVIDE 12' CONCRETE APRON - DETAIL M1/CS502
11. PROVIDE BOLLARDS - DETAIL A14/CS501
12. PROVIDE CURB AND GUTTER - DETAIL D1/CS502
13. PROVIDE CURB AND REVERSE GUTTER - DETAIL D1/CS502
14. PROVIDE ASPHALT PATCH - DETAIL B13/CS502
15. PROVIDE LIGHT DUTY ASPHALT PAVEMENT - DETAIL 11/CS502
16. PROVIDE WASH RACK - REFER TO STRUCTURAL FOR DETAILS
17. PROVIDE NO PARKING SIGN - DETAIL K1/CS503
18. PROVIDE COATED BROWN STEEL LANDSCAPE EDGING -
DETAIL G2/CS512
19. PROVIDE RETAINING WALL - DETAIL A15/CS513
20. PROVIDE HEAVY DUTY ASPHALT PAVEMENT - DETAIL
CS502/D16
21. PROVIDE 4" WIDE WHITE PAVEMENT STRIPING. REFER TO
SPECIFICATION FOR ADDITIONAL INFORMATION.
CS102 CS103
CS104 CS105
CS106 CS107
KEYMAP
CS108 CS109
KEYMAP IS NOT TO SCALE
LEGEND
LIMITS OF CONSTRUCTION
CONCRETE PAVEMENT
ASPHALT PAVEMENT
FENCE
BITUMINOUS PAVEMENT OPTION:
HEAVY DUTY ASPHALT
BASE BID: AGGREGATE PAVEMENT
AGGREGATE PAVEMENT
TYP
10 TYP
TYP
TYP
ROAD CENTERLINE INFO.
C2 DELTA= 90°00'00"
R=36.00' T=36.00' L= 56.55'
RADIUS POINT
COORDINATE
N 3680932.96 E 11786863.42
SCALE: 1" = 20'
SITE PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CS106
M A
TC
H
L
IN
E C
S
17 17 1717
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM: NAD83
VIRGINIA STATE PLANE, SOUTH ZONE
VERTICAL DATUM: NAD83
UNITS OF MEASURE: FEET
COORDINATES SHOWN IN FORMAT OF
NORTHING, EASTING AND ELEVATION
REFER TO SHEET CS401 FOR
PAVEMENT JOINT PLAN
REFER TO SHEET C-001 FOR FULL BID
OPTION DESCRIPTIONS
PROPOS…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .