839CM3028_3030 Bid Dwg Culpeper Bk02.pdf
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- Solicitation number
- 36C78620B0028
About this file
This document provides details for a federal solicitation seeking construction services. The solicitation number is 36C78620B0028 and seeks a contractor to perform columbarium, facility renovation, improvements, repairs, and pre-placed crypt work at the Culpeper National Cemetery in Virginia under project numbers 839CM3028 and 839CM3030, contingent upon availability of FY20 funds. The work is to be performed for the Department of Veterans Affairs National Cemetery Administration. Bids are due in accordance with the solicitation, with award timing dependent on funding and subsequent contract administration by the issuing agency.
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VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
SUBSURFACE BORING LOGS 3
B-103
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321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
SUBSURFACE BORING LOGS 4
B-104
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Maintenance
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AREA A
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MAINTAIN ACCESS TO
DRIVEWAY FOR
ADJACENT LANDOWNER
CONSTRUCTION ACCESS
ROUTE. MAINTAIN ACCESS FOR
PUBLIC AND CEMETERY STAFF.
MAINTAIN ACCESS TO
COMMITTAL SHELTER
#1 THROUGHOUT
CONSTRUCTION
NO CONSTRUCTION
TRAFFIC
PROVIDE TEMPORARY
SIGNAGE
CONSTRUCTION ENTRANCE
PROVIDE SIGNAGE
CONSTRUCTION
ACCESS ROUTE
MAINTAIN ACCESS TO
COMMITTAL SHELTER
#2 THROUGHOUT
CONSTRUCTION
REFER TO CG-103 FOR
EROSION & SEDIMENT
CONTROL REQUIREMENTS
APPROXIMATE
LOCATION OF
PROPERTY LINE
CONSTRUCTION
ENTRANCE TO HISTORIC
SIDE. PROVIDE
SIGNAGE. MAINTAIN
ACCESS FOR PUBLIC
AND CEMETERY STAFF
THROUGHOUT
CONSTRUCTION.
MAINTAIN ACCESS FOR
CEMETERY OPERATIONS
DURING CONSTRUCTION.
PROVIDE 6" THICK TEMPORARY
GRAVEL SURFACE OVER GEOTEXTILE
FOR CONSTRUCTION ACCESS
ROUTES AND STAGING AREAS IN
EXISTING LAWN AREAS. AT
CONCLUSION OF CONSTRUCTION,
REMOVE ALL CONSTRUCTION
MATERIALS AND RESTORE WITH 6"
TOPSOIL AND SOD.
CONSTRUCTION
STAGING
AREA
VEHICLE PARKING,
CONSTRUCTION
TRAILER AND
PORTABLE TOILET
TO BE LOCATED IN
STAGING AREA
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
GC-101
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts --
2020-05-22 MAS
OVERALL SITE DEVELOPMENT,
CONSTRUCTION STAGING & SEQUENCING
PLAN
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,
INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD
WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.
CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014
SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,
SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT
AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -
BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING
RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS
OFFICE.
1. SUBMIT CONSTRUCTION SEQUENCING PLAN AND SCHEDULE
TO COR FOR APPROVAL PRIOR TO STARTING WORK.
SCHEDULE SHALL BE UPDATED AND SUBMITTED WITH EACH
PAY APPLICATION.
2. CEMETERY OPERATIONS SHALL TAKE PRECEDENCE OVER
CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES
SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR TO
AVOID CONFLICTS WITH OPERATIONS, SERVICES AND EVENTS.
COMMITTAL SERVICES CAN OCCUR BETWEEN 9AM AND 3PM
WEEKDAYS. CONTRACTOR SHALL CEASE NOISY WORK AND
DELIVERIES IN THE VICINITY OF THE COMMITTAL SHELTERS
DURING COMMITTAL SERVICES WHENEVER THEY OCCUR
3. MAINTAIN PUBLIC ACCESS TO GRAVE SITES AT ALL TIMES
DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S
REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS
NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR
CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,
FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO
MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.
4. NO CONTRACTOR VEHICLE PARKING IS ALLOWED ON
CEMETERY ROADS.
5. COLUMBARIUM AND SECTION 5 PRE-PLACED CRYPTS: USE OF
COMMITTAL SHELTER #2 (ANNEX SIDE) WILL BE DISCONTINUED
DURING CONSTRUCTION OF THE SECTION 5 PRE-PLACED
CRYPTS AND THE COLUMBARIUM PLAZA. COORDINATE THE
CONSTRUCTION SCHEDULE SO THAT NOISY AND DISRUPTIVE
WORK AT CRYPTS AND COLUMBARIUM (EXCAVATION,
GRADING, CONCRETE WORK, SETTING OF UNITS, MASONRY,
SUBSTANTIAL COMPLETION) IS COMPLETED WITHIN 16 WEEKS.
6. PROVIDE MESH FENCE SCREEN FABRIC AT TEMPORARY
CONSTRUCTION FENCE ERECTED ALONG EXISTING ROAD TO
VISUALLY SCREEN THE PRE-PLACED CRYPTS, COLUMBARIUM
AND CONSTRUCTION STAGING AREA. MAINTAIN FENCE AND
SCREENING IN ORDERLY CONDITION THROUGHOUT
CONSTRUCTION.
7. VEHICLE STORAGE BUILDING: COMMITTAL SHELTER #2 WILL BE
USED DURING CONSTRUCTION OF THE VEHICLE STORAGE
BUILDING. MAINTAIN TEMPORARY FENCING AND TEMPORARY
ACCESS ROUTES DURING CONSTRUCTION.
8. ROAD PAVING: CEMETERY OPERATIONS TAKE PRECEDENCE
OVER ROAD DEMOLITION AND PAVING WORK. COORDINATE
ROADWAY WORK WITH CEMETERY DIRECTOR AND COR.
SUBMIT CONSTRUCTION SEQUENCING PLAN AND SCHEDULE
FOR APPROVAL. MAINTAIN AT LEAST ONE LANE (10' WIDE)
PASSABLE FOR VEHICLES AND EMERGENCY ACCESS, 7AM TO
5PM DAILY OR AS APPROVED BY COR. EVENING AND WEEKEND
WORK WILL BE REQUIRED. ROADWAY DEMOLITION AND PAVING
WORK ON THE HISTORIC CEMETERY SIDE (AFFECTING USE OF
COMMITTAL SHELTER #1) SHALL NOT OCCUR CONCURRENTLY
WITH COLUMBARIUM OR CRYPT CONSTRUCTION (AFFECTING
USE OF COMMITTAL SHELTER #2).
9. REFER TO EROSION AND SEDIMENTATION CONTROL
DRAWINGS FOR RELATED SEQUENCE OF CONSTRUCTION AND
REQUIRED EROSION AND SEDIMENTATION CONTROLS FOR
EACH TYPE OF DISTURBANCE. PROVIDE REQUIRED EROSION
CONTROLS FOR EACH PHASE OF WORK PRIOR TO ANY EARTH
DISTURBANCE FOR THAT PHASE.
PHASING NOTES
PHASING LEGEND
CONTRACTOR CONSTRUCTION ACCESS ROUTE
8' HT TEMPORARY CHAIN LINK
CONSTRUCTION FENCE
TREE PROTECTION FENCE
TEMPORARY GRAVEL SURFACE
839CM3028
839CM3030BID DOCUMENTS
TOWN OF CULPEPER
CULPEPER, VA 22701
DEED BOOK 432
DEED PAGE 91
CULPEPER COMMUNITY
DEVELOPMENT CORP.
436 EAST CHANDLER ST.
CULPEPER, VA 22701
DEED BOOK 422, DEED PAGE 525
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DELORIS I HACKLEY
428 EAST CHANDLER ST.
CULPEPER, VA 22701
DEED BOOK 376
DEED PAGE 8
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CLIFTON SCOTT MCELWAIN SR. ET UX
408 EAST CHANDLER ST.
CULPEPER, VA 22701
DEED BOOK 3082
DEED PAGE 1
ROBERT LEE COTTOMS JR. ET ALS
412 EAST CHANDLER STREET
CULPEPER, VA 22701
DEED BOOK 15696
DEED PAGE 0
MARY M. BOWLES
420 EAST CHANDLER ST.
CULPEPER, VA 22701
DEED BOOK 568
DEED PAGE 484
RAPPAHANNOCK-RAPIDAN COMM SER BD
710 US AVENUE
CULPEPER, VA 22701
DEED BOOK 408
DEED PAGE 621
RUSSELL KYLE BROWN TR
706 US AVENUE
CULPEPER, VA 22701
DEED BOOK 7537
DEED PAGE 0
ROBERT M. RYAN ET UX
CULPEPER, VA 22701
DEED BOOK 4050
DEED PAGE 0
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TOWN OF CULPEPER
500/520 ELECTRIC AVENUE
CULPEPER, VA 22701
DEED BOOK 463
DEED PAGE 275
EASTFORD LLC ET AL
CULPEPER, VA 22701
DEED BOOK 7541
DEED PAGE 0
EASTFORD LLC ET AL
CULPEPER, VA 22701
DEED BOOK 7541
DEED PAGE 0
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R & A PROPERTIES LLC
661/665 EAST SPENCER STREET
CULPEPER, VA 22701
DEED BOOK 1887
DEED PAGE 1
R & A PROPERTIES LLC
669/673 EAST SPENCER STREET
CULPEPER, VA 22701
DEED BOOK 2544
DEED PAGE 1
SANFORD REAVES ET UX
CULPEPER VA, 22701
DEED BOOK 0
DEED PAGE 0
BEULAH ELIZABETH PULLER
695 YANCEY STREET
CULPEPER, VA 22701
DEED BOOK 739
DEED PAGE 0
ROBERT STANTON
695 YANCEY STREET
CULPEPER, VA 22701
DEED BOOK 739
DEED PAGE 0
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© 2019 Microsoft Corporation © 2019 HERE
SITE
U.S. DEPARTMENT OF VETERAN AFFAIRS
CULPEPER NATIONAL CEMETERY
EROSION AND SEDIMENT CONTROL PLANS
NOTES:
1. ALL DISTURBED AREAS NOT IN PAVING SHALL BE STABILIZED
WITH SOD AT THE END OF EACH SHIFT.
2. FILTER LOGS ARE PROPOSED FOR THE LAYDOWN AREA. ANY
DISTURBANCE OUTSIDE THE PAVING AND LAYDOWN AREA WILL
BE STABILIZED WITH SOD AT THE END OF EACH SHIFT.
3. INSPECTION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL BEST MANAGEMENT PRACTICES SHALL OCCUR ON A
WEEKLY BASIS, BEFORE ANY ANTICIPATED PRECIPITATION
EVENTS, AND AFTER ALL PRECIPITATION EVENTS. A CERTIFIED
RESPONSIBLE LAND DISTURBER (RLD) IS REQUIRED DURING ALL
STAGES OF CONSTRUCTION, FROM THE INITIAL LAND
DISTURBANCE THROUGH FINAL SITE STABILIZATION.
4. THE ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE
CONSTANTLY MAINTAINED ON-SITE. A STOCKPILE SHALL BE
MAINTAINED ON-SITE FOR THIS PURPOSE. AT THE END OF EACH
CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PAVED
ROADWAYS SHALL BE REMOVED AND RETURNED TO THE
CONSTRUCTION SITE. IN NO CASE SHALL THE SEDIMENT BE
WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH,
STORM SEWER, OR SURFACE WATER.
5. FILTER LOGS SHOULD BE INSTALLED AT LEVEL GRADE. BOTH
ENDS OF EACH LOG SECTION SHOULD BE EXTENDED AT LEAST 8
FEET UPSLOPE AT 45 DEGREES TO THE MAIN BARRIER
ALIGNMENT. SUPPORT STAKES SHALL BE SPACED AT A MAXIMUM
OF 4 FEET. SEDIMENT MUST BE REMOVED WHEN
ACCUMULATIONS REACH ½ THE ABOVE GROUND HEIGHT OF THE
FILTER FENCE.
6. ANY FILTER LOG SECTION WHICH HAS BEEN UNDERMINED OR
TOPPED MUST BE IMMEDIATELY REPLACED. SEDIMENT MUST BE
REMOVED WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF
THE OUTLET.
7. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL
SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE
WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE
PLAN MAPS AND/OR DETAIL SHEETS.
8. IMMEDIATELY UPON DISCOVERING UNFORESEEN
CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED
EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL
IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO
MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT
POLLUTION AND NOTIFY VIRGINIA DEQ.
9. UNTIL THE SITE IS STABILIZED, ALL E&S BMPS SHALL BE
MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE
INSPECTIONS OF ALL E&S BMPS PRIOR TO ANY ANTICIPATED
STORM EVENT, AFTER EACH RUNOFF EVENT AND ON A WEEKLY
BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,
INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING,
RESEEDING, REMULCHING, AND RENETTING, MUST BE
PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM
AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF
THOSE INSTALLED, WILL BE REQUIRED.
10. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND
GRUBBING, AS WELL AS CUTS AND FILLS, SHALL BE DONE IN
ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE
APPROVED DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE
AT ALL TIMES. RE/COR SHALL BE NOTIFIED OF ANY CHANGES TO
THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE
CHANGES. VIRGINIA DEQ MAY REQUIRE A WRITTEN SUBMITTAL
OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS
DISCRETION.
11. AT LEAST THREE (3) DAYS PRIOR TO STARTING ANY EARTH
DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA
PREVIOUSLY UNMARKED, VA811. SHALL BE NOTIFIED AT
1-800-552-3120 FOR THE LOCATION OF EXISTING UNDERGROUND
UTILITIES.
12. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN
ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN
DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE
APPROVED IN WRITING BY VIRGINIA DEQ PRIOR TO
IMPLEMENTATION.
13. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND
STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS,
AND OTHER OBJECTIONABLE MATERIAL.
14. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE
LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE
CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING,
GRUBBING, AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY
STAGE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE
BMP SEQUENCE FOR THAT STAGE HAVE BEEN INSTALLED AND
ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.
15. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO
ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES
SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY
MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING
OPERATIONS BEGIN.
16. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF AT
AN APPROVED DISPOSAL SITE.
17. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A
MINIMUM DEPTH OF THREE TO FIVE INCHES -- SIX TO 12 INCHES
ON COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL.
AREAS TO BE VEGETATED SHALL HAVE A MINIMUM FOUR INCHES
OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL
SLOPES SHALL HAVE A MINIMUM OF TWO INCHES OF TOPSOIL.
18. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE
EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER
RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS,
STRUCTURES, AND CONDUITS, ETC. SHALL BE COMPACTED IN
ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.
19. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS
NOT TO EXCEED NINE INCHES IN THICKNESS. 95% COMPACTION IN
PERVIOUS AREAS AND 92% COMPACTION IN IMPERVIOUS AREAS.
20. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH,
ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE
MATERIALS THAT WOULD INTERFERE WITH OR PREVENT
CONSTRUCTION OF SATISFACTORY FILLS.
21. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY
COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO
FILLS.
22. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN
SURFACES.
23. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION
SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND
SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED
METHOD.
SEQUENCE OF CONSTRUCTION:
1. AT LEAST SEVEN (7) DAYS PRIOR TO ANY EARTH
DISTURBANCE, CALL THE VIRGINIA DEPARTMENT OF
ENVIRONMENTAL QUALITY (VA DEQ) 1-800-592-5482 AND
CEMETERY DIRECTOR MATTHEW PRIEST (540) 825-0027 TO
SCHEDULE A PRE-CONSTRUCTION MEETING.
2. SCHEDULE AN ON-SITE MEETING WITH VA DEQ AND THE
CEMETERY DIRECTOR AT LEAST THREE (3) DAYS PRIOR
TO WORK ON SITE. ALL CONSTRUCTION WORK ON SITE
WILL NEED TO BE COORDINATED WITH THE CEMETERY
DIRECTOR. SINCE THE CEMETERY WILL REMAIN OPEN
DURING CONSTRUCTION, ONLY ONE OF THE TWO
CEMETERY SITES CAN BE UNDER CONSTRUCTION AT THE
SAME TIME. THE HISTORIC SITE IS TO THE NORTH AND
THE SECOND SITE IS TO THE SOUTH (WHICH INCLUDES
THE PROPOSED LAY DOWN AREA).
3. INSTALL EROSION AND SEDIMENT CONTROL DEVICES ON
THE SOUTH SITE AS PER THE APPROVED E&S PLAN AND
SCHEDULE AN INSPECTION FROM VA DEQ. UPON
APPROVAL FROM DEQ (OF THE SEDIMENT CONTROL
INSTALLATION), BEGIN SOUTH SITE PREPARATIONS AND
REMOVE MATERIALS AS REQUIRED WITHIN THE AREA OF
IMMEDIATE WORK. DO NOT MOVE TO ANOTHER AREA
UNTIL THE CURRENT CONSTRUCTION AREA HAS BEEN
STABILIZED WITH SOD OR PAVED. BEGIN CONSTRUCTION
OF VEHICLE MAINTENANCE BUILDING, STORM SEWER,
SWM FILTER 1, AND LEVEL SPREADER. PRIOR TO
INSTALLING DRAIN FIELD FOR CRYPTS, VERIFY THE TIE IN
INVERT TO THE EXISTING SANITARY SEWER PIPE. IF THE
TIE IN INVERT IS HIGHER THAN THE CONSTRUCTION PLANS
SHOW, CONTACT THE ENGINEER IMMEDIATELY. ONCE TIE
IN ELEVATION HAS CONFIRMED TO BE AS PER PLAN,
INSTALL THE DRAIN FIELD AND CRYPTS. FINAL GRADE
AREA AROUND THE EXISTING FLAG POLE. PATCH PAVING
AS REQUIRED AND FINAL PAVE.
4. INSTALL COLUMBARIUM, ASSOCIATED STORM DRAIN,
SIDEWALK AND PROPOSED PARKING AREAS. UPON
COMPLETION OF CONSTRUCTION ON THE SOUTH SIDE,
INSTALL EROSION AND SEDIMENT CONTROLS ON THE
NORTH (HISTORIC) SITE. UPON RECEIVING APPROVAL OF
INSTALLATION OF E&S CONTROLS FROM DEQ:
5. BEGIN LODGE RENOVATIONS, NORTH WALL RENOVATIONS,
INSTALL STORMWATER CATCH BASINS, STORM PIPE,
STORM PIPE FILTERS 2 THROUGH 4, CURBING, AND
RIPRAP ON THE PARCEL TO THE NORTH. PERFORM FULL
DEPTH PAVING PATCHES, ROTOMILL AS INDICATED AND
FINAL PAVE.
100100
Scale: 1" = 100'
0 200
SITE ANALYSIS:
ADDRESS PARCEL
300 US AVE. 41A2-1H2-16
305 US AVE. 41A2-1H2-15
501 EAST CHANDLER ST. 41-103A
TOTAL SITE AREA: 29.17 ACRES
TOTAL LOD: 3.92 ACRES
TOTAL EXISTING IMPERVIOUS: 3.41 ACRES
TOTAL PROPOSED IMPERVIOUS: 0.53 ACRES
EROSION AND SEDIMENT
CONTROL PLAN NOTES
CG-001
24. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED
IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN
COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE
VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE
WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS,
SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS
PLAN.
25. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN
ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL
STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING
MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE
APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED
GRADE, WHICH WILL BE REACTIVATED WITHIN ONE YEAR, MAY BE
STABILIZED IN ACCORDANCE WITH THE TEMPORARY
STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT
BE REACTIVATED WITHIN ONE YEAR SHALL BE STABILIZED IN
ACCORDANCE WITH THE PERMANENT STABILIZATION
SPECIFICATIONS. PERMANENT OR TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN
SEVEN DAYS AFTER FINAL GRADE HAS BEEN REACHED ON ANY
PORTION OF THE SITE.
26. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM,
PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT
NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST
ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE
CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR
OTHER MOVEMENTS.
27. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS
TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL
THEY ARE REPLACED BY ANOTHER BMP APPROVED BY RE/COR
AND VIRGINIA DEQ.
28. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED,
TEMPORARY E&S BMPS MUST BE REMOVED OR CONVERTED TO
PERMANENT POST-CONSTRUCTION STORMWATER MANAGEMENT
PRACTICES. AREAS DISTURBED DURING REMOVAL OR
CONVERSION OF THE E&S BMPS SHALL BE STABILIZED
IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF
DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE
DONE ONLY DURING THE GERMINATING SEASON.
29. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION,
1992.
30. THE SUBBASE OF THE EXISTING PAVEMENT SHALL NOT BE
EXPOSED DURING MILLING ACTIVITY EXCEPT IN AREAS WITHIN
THE LOD.
31. NO MORE THAN 500 LINEAR FEET OF TRENCH CAN BE OPEN AT
THE SAME TIME.
32. NO MORE THAN 1 ACRE OF DISTURBANCE AT A TIME ALLOWED ON
ANY DAY.
33. THE SITE WILL BE RESTORED TO IS PREDEVELOPMENT
CONDITION AFTER COMPLETION OF CONSTRUCTION AND FINAL
STABILIZATION.
34. NUTRIENTS AND/OR FERTILIZERS SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
AND OR AN APPROVED NUTRIENT MANAGEMENT PLAN AND SHALL
NOT BE APPLIED DURING RAINFALL EVENTS.
35. DURING THE COURSE OF CONSTRUCTION, THE DTI MUST DESIGN,
INSTALL, AND IMPLEMENT POLLUTION PREVENTION MEASURES
TO:
· MINIMIZE THE DISCHARGE OF POLLUTANTS FROM
EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER,
AND OTHER WASH WATERS. WASH WATERS MUST BE
TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL
THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR
TO DISCHARGE.
· MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING
PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE
MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES,
DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS
PRESENT ON-SITE TO PRECIPITATION AND TO STORMWATER.
· MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND
LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK
PREVENTION AND RESPONSE PROCEDURES.
· PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE
WASHOUT OF CONCRETE.
· PROHIBIT THE DISCHARGE OF WASTEWATER FROM
WASHOUT AND CLEANOUT OF STUCCO, PAINT, FROM
RELEASE OILS, CURING COMPOUNDS, AND OTHER
CONSTRUCTION MATERIALS.
· PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER
POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION
AND MAINTENANCE.
VA FORM 08 - 6231
A
F i l e
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P
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
CONSTRUCTION ROUTE
SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
SOIL LINE
CONSTRUCTION STOCKPILE
13A (CLASS-B)
48C (CLASS-C)
RIP RAP
RR
CONTRACTOR TRAILER
CONCRETE WASHOUT AREA
CW
T
8. AFTER CONSTRUCTION WORK HAS BEEN ACCEPTED, AND
PER APPROVAL FROM VA DEQ, REMOVE EROSION AND
SEDIMENT CONTROLS AND STABILIZE PERVIOUS AREAS
WITH SOD.
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
SCALE: 1"=2000'
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
393394
388 3
9 3
1 3
5 40
0 4
6 397
399 4
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
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RAPPAHANNOCK-RAPIDAN COMM SER BD
710 US AVENUE
CULPEPER, VA 22701
DEED BOOK 408
DEED PAGE 621
RUSSELL KYLE BROWN TR
706 US AVENUE
CULPEPER, VA 22701
DEED BOOK 7537
DEED PAGE 0
ROBERT M. RYAN ET UX
CULPEPER, VA 22701
DEED BOOK 4050
DEED PAGE 0
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WING WALL
CONCRETE (TYP)
EX. LODGE
2 STORY BUILDING
EX. GARAGE
G R
A V
E L
GRAVEL
FOR ALL (IP)
(SEE SHEET CG-501, DETAIL 8)
407 406 405
403 402 401 400 399
397 396 395
394 393 392 391
.7
.8
CE
C
(C
LA
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-C
A (C
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(C
LA
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A (C
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(C
LA
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-B
C (C
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-C
CB-12
CB-13
CB-15
CB-14
EX-2
F-3
F-2
CB-9
CB-8
CB-11
CB-10
CB-7
CB-6
CB-5
CB-1
CB-2
EX-1
CB-4
CB-17
CB-16
FES-2
48C (CLASS-C)
13A (CLASS-B)
CB-3
CB-13A
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LODGE AREA ENLARGEMENT
- AREA C
RR
RR
IP
IP
CLEAR EXISTING STORM PIPE,
OUTFALL AND RIPRAP OF
SEDIMENT AND DEBRIS.
ADD RIPRAP AS REQUIRED.
(SEE SHEET CG-502, DETAIL 1 & 2)
FILTER LOG
(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
LIMITS OF DISTURBANCE
(TYP.)
FILTER LOG
(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
FILTER LOG
(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
FILTER LOG
(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
SUPER SILT FENCE
(TYP.)
SUPER SILT FENCE
(TYP.)
STONE
CONSTRUCTION
ENTRANCE
(SEE SHEET CG-501
DETAIL 3)
LIMITS OF DISTURBANCE
(TYP.)
RIP RAP APRON
(SEE SHEET CG-502,
DETAIL 3A)
RIP RAP APRON
(SEE SHEET CG-502,
DETAIL 3B)
W
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VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
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F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
3030 0 60
EROSION AND SEDIMENT
CONTROL PLAN - AREA A
CG-101
KEY PLAN
NOT TO SCALE
AREA A
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
CONSTRUCTION ROUTE
SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
SOIL LINE
CONSTRUCTION STOCKPILE
13A (CLASS-B)
48C (CLASS-C)
RIP RAP
RR
CONTRACTOR TRAILER
CONCRETE WASHOUT AREA
CW
T
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text Scale: 1" = 30'
AutoCAD SHX Text S
AutoCAD SHX Text S
IP
IPIP IP
DEED BOOK 1891
DEED PAGE 1
O
P E
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L L C
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A S
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C U
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D E
O
K
D E
G
E
R & A PROPERTIES LLC
668/670 YANCEY STREET
CULPEPER, VA 22701
DEED BOOK 1931
DEED PAGE 1
TOWN OF CULPEPER
500/520 ELECTRIC AVENUE
CULPEPER, VA 22701
DEED BOOK 463
DEED PAGE 275
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FOR ALL (IP)
(SEE SHEET CG-501, DETAIL 8)
IP
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3982H:1V
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MATCHLINE - AREA D
LIMITS OF DISTURBANCE
(TYP.)
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(SEE SHEET CG-501 DETAIL 3, TYP)
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(TYP.)
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(SEE SHEET CG-501,
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TOWN OF CULPEPER
CULPEPER, VA 22701
DEED BOOK 432
DEED PAGE 91
BRICK WALL
TRAV POINT 14
N: 6854357.7423
E: 11628455.1144
ELEV: 411.45
M A
T C
H L I N
E
A
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MATCHLINE - AREA B
LIMITS OF DISTURBANCE
(TYP.)
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
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F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 30'
0 60
EROSION AND SEDIMENT
CONTROL PLAN - AREA B, C AND D
CG-102
KEY PLAN
NOT TO SCALE
AREA B
LODGE AREA ENLARGEMENT
AREA C
AREA D
Scale: 1" = 10'
0 20
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
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SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
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48C (CLASS-C)
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BK 477 PG 544
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VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
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A
B
C
D
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F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 20'
0 40
EROSION AND SEDIMENT
CONTROL PLAN - AREA E
CG-103
KEY PLAN
NOT TO SCALE
AREA E
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
CONSTRUCTION ROUTE
SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
SOIL LINE
CONSTRUCTION STOCKPILE
13A (CLASS-B)
48C (CLASS-C)
RIP RAP
RR
CONTRACTOR TRAILER
CONCRETE WASHOUT AREA
CW
T
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
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6 4
441442
EASTFORD LLC ET AL
CULPEPER, VA 22701
DEED BOOK 7541
DEED PAGE 0
SSCO=454.35
BOT = 447.10
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(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
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(SEE SHEET CG-501,
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(TYP.)
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(TYP.)
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VA FORM 08 - 6231
A
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 20'
0 40
EROSION AND SEDIMENT
CONTROL PLAN - AREA F
CG-104
KEY PLAN
NOT TO SCALE
AREA F
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
CONSTRUCTION ROUTE
SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
SOIL LINE
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RR
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CONCLUSION OF CONSTRUCTION, REMOVE ALL
CONSTRUCTION MATERIALS AND RESTORE WITH 6" TOPSOIL
AND SOD.
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(SEE SHEET CG-502 DETAIL14)
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ENTRANCE
(SEE SHEET CG-501 DETAIL 3)
(TYP.)
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(SEE SHEET CG-501, DETAIL 1 & 2)
(TYP.)
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(TEMPORARY DURING
CONSTRUCTION ONLY)
(TYP.)
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(SEE SHEET CG-502, DETAIL 12)
VEHICLE FUELING AND
MAINTENANCE AREA
(SEE SHEET CG-502 DETAIL 10)
STORAGE AREA FOR CHEMICALS
(SEE SHEET CG-502 DETAILS 7 AND 11)
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
Scale: 1" = 10'
0 20
EROSION AND SEDIMENT
CONTROL PLAN - AREA G
CG-105
KEY PLAN
NOT TO SCALE
AREA G
LEGEND
EXISTING PROPOSED
PROPERTY BOUNDARY
BUILDING
PAVEMENT
SIDEWALK / CONCRETE
MAJOR CONTOUR
MINOR CONTOUR
WATERLINE / HYDRANT
SANITARY SEWER
STORMWATER
ELECTRIC SERVICE
GAS SERVICE
CURB
WALL
GRAVE STONES
FILTER LOG
LIMIT OF DISTURBANCE
IP
TEMPORARY STONE CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION
CE
CONSTRUCTION FENCE
XX
CONSTRUCTION ROUTE
SUPER SILT FENCE
LEVEL SPREADER
LS
FENCE
SOIL LINE
CONSTRUCTION STOCKPILE
13A (CLASS-B)
48C (CLASS-C)
RIP RAP
RR
CONTRACTOR TRAILER
CONCRETE WASHOUT AREA
CW
T
AutoCAD SHX Text D
AutoCAD SHX Text North
AutoCAD SHX Text S
AutoCAD SHX Text S
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 12 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 13 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 14 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 15 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 16 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 17 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 18 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 19 |
| Pages from 20200522 Culpeper 8and 839CM3030 Bid Set DRAWINGS 20 |
File details come from the government source that posted it. Updated .