HomeMy WebLinkAbout10-24 Site PlanUSE:RESIDENTIAL
USE:
VACANT
USE:INDUSTRIAL
USE:
INDUSTRIAL
USE:
INDUSTRIAL
USE:
INDUSTRIAL
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS0000.dwg PLOTTED: 7/25/2024 4:31 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKLOCATION MAP
Scale: 1" = 2000'
CALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
PREPARED FOR:
DEVELOPERBECKNELL INDUSTRIAL
120 EAST BURLINGTON AVENUE
LAGRANGE, ILLINOIS 60525
(630) 812-0799
ZM SHEET METAL
SITE PLAN
SITE PLAN #10-24
GAINESBORO MAGISTERIAL DISTRICT - FREDERICK COUNTY, VIRGINIA
ORIG SUBMISSION DATE: MARCH 13, 2024
REVISED SUBMISSION DATE: JULY 25, 2024
BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTCOVER SHEETCS0000
TOTAL SHEETS 58 7-25-2024RESPONSIBLE LAND DISTURBER
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING
OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS.
NAME:_____________________________________________________
CERTIFICATION #:___________________________________________
DATE: _____________________________________________________
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
APPROVAL VALID FOR 5 YEARS.
________________________________________________________________________________
APPROVED BY DATE
SITE
LOCAL UTILITIES IN FREDERICK COUNTY
RAPPAHANNOCK ELECTRIC CO-OP
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540) 662-2037
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VIRGINIA 22602
(540) 504-0942
WASHINGTON GAS
350 HILLANDALE LN.
WINCHESTER, VIRGINIA 22602
(540) 868-7913
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-1061 DAVID L. FRANKLic. No.1061PREPARED FOR:
OWNERRTZ LLC C/O ZM SHEET METAL LC
3931 AVION PARK COURT, SUITE 102
CHANTILLY, VIRGINIA 20151
(703) 631-9600
SHEET INDEX
Sheet
Number Sheet Title
CS0000 COVER SHEET
CS0001 GENERAL NOTES AND LEGENDS
CS0002 SITE DEVELOPMENT SUMMARY
CS1000 EXISTING CONDITIONS
CS2000 EROSION AND SEDIMENT CONTROL NARRATIVE
CS2101 EROSION & SEDIMENT CONTROL PLAN - PHASE 1A
CS2102 EROSION & SEDIMENT CONTROL PLAN - PHASE 1B
CS2201 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 - SOUTH
CS2202 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 - NORTH
CS2500 EROSION AND SEDIMENT CONTROL DETAILS
CS2501 EROSION AND SEDIMENT CONTROL DETAILS
CS2502 EROSION AND SEDIMENT CONTROL DETAILS
CS3100 COMMERCIAL ENTRANCE PROFILES
CS3150 MCGHEE RD - ENTR. SIGHT DISTANCE PROFILE
CS4000 OVERALL GEOMETRIC PLAN
CS4001 GEOMETRIC PLAN - STORAGE BUILDING
CS4002 GEOMETRIC PLAN - MAIN BUILDING
CS4003 GEOMETRIC PLAN - NORTH PARKING LOT
CS4004 GEOMETRIC PLAN - NORTHEAST PARKING LOT
CS4100 OVERALL GRADING AND DRAINAGE PLAN
CS4101 GRADING AND DRAINAGE PLAN - STORAGE BUILDING
CS4102 GRADING AND DRAINAGE - MAIN BUILDING
CS4103 GRADING AND DRAINAGE PLAN - NORTH PARKING LOT
CS4104 GRADING AND DRAINAGE PLAN - NORTHEAST PARKING LOT
CS4500 SITE DETAILS
CS4501 SITE DETAILS
CS5000 OVERALL UTILITY PLAN
CS5001 UTILITY PLAN - STORAGE BUILDING
CS5002 UTILITY PLAN - MAIN BUILDING
CS5003 UTILITY PLAN - NORTH PARKING LOT
CS5004 UTILITY PLAN - NORTHEAST PARKING LOT
CS5100 FIRE LINE PROFILES (PRIVATE)
CS5200 WATER & SANITARY PROFILES
CS5500 WATER & SANITARY SEWER DETAILS
CS6101 STORM SEWER PROFILES
CS6102 STORM SEWER PROFILES
CS6151 STORM SEWER INLET COMPUTATIONS
CS6152 STORM SEWER PIPE COMPUTATIONS
CS6153 STORM SEWER HGL COMPUTATIONS
CS6500 STORM SEWER DETAILS
CS7001 LANDSCAPE PLAN - SOUTH
CS7002 LANDSCAPE PLAN - NORTH
CS7500 LANDSCAPE NOTES AND DETAILS
CS8001 LIFE SAFETY PLAN - SOUTH
CS8002 LIFE SAFETY PLAN - NORTH
CS8101 PHOTOMETRIC PLAN - SOUTH
CS8102 PHOTOMETRIC PLAN - NORTH
CS8103 PHOTOMETRIC DETAILS
CS9200 PRE-DEVELOPMENT DRAINAGE PLAN
CS9300 POST-DEVELOPMENT DRAINAGE PLAN
CS9400 SWM COMPUTATIONS - STUDY POINTS 1 - 5
CS9401 SWM COMPUTATIONS - MS-19 & VRRM COMPLIANCE SUMMARY
CS9500 WET POND PLAN
CS9501 BIO-RETENTION FACILITY A PLAN
CS9502 BIO-RETENTION FACILITY B PLAN
CS9503 CATCH BASINS 1 & 2 PLAN
CS9510 WET POND DETAILS
CS9511 BIORETENTION FACILITY DETAILS
AGENCY REVIEW / APPROVAL TRACKING
03-13-2024 FM, FW, GIS, INSP, PLAN, PW, VDOT
03-14-2024 GIS (APPROVAL)
03-25-2024 INSP (APPROVAL)
05-17-2024 FM
05-30-2024 FW & VDOT
05-31-2024 PW
06-14-2024 FM (APPROVAL)
06-20-2024 FW
06-26-2024 PW (APPROVAL)
07-02-2024 FW (APPROVAL)
07-02-2024 VDOT
07-05-2024 PLAN
07-25-2024 PERMIT DWGS/SIGNATURE SET
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS0001.dwg PLOTTED: 7/25/2024 4:31 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGENERAL NOTES AND LEGENDS CS0001
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061VIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. JUNE 19, 2013
VDOT GENERAL NOTES
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST
REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL
REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE
OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND
REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR,
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL
SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR
TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA
PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR
APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT
RIGHT OF WAY.
V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL
UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY
VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE
DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT
WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT
INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY
OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL
EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER.
V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION
CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE
ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND
VDOT PRIOR TO INITIATION OF WORK.
V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS
TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL
RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY
TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY
TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY
CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL
HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED
UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS,
CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY
UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED
BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE
PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S IS REPRESENTATIVE OF THE
LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE
SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE
ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND
MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE
SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY,
UNLESS SPECIFIED OTHERWISE.
V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE
CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT
NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR
EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL
AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE
PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR
INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA
LAND USE ENGINEER OR THEIR REPRESENTATIVE.
V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET
RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF
THE DEVELOPER.
V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL
MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR
MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE
LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND
TOTAL PRICES MAY BE OBSCURED.
V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN
ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A
CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO
CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY
CONTROL STRIP.
V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE
VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY
CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION
TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE
NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND
TESTING OF THE CONTROL STRIP.
V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36)
INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO
DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT
FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD
PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE
FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY
THE ENGINEER AND APPROVED BY VDOT.
V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED
ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF
THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL
LETTER.
V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF
EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF
BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND
VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS
ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE
SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS
ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL
BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM
ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE.
UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH
APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK
COUNTY SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY
2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED
FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA
PROTECTION MANUAL DATED JANUARY 1, 1996.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS
WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72
HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH
CONTRACTOR PRIOR TO BEGINNING THE WORK.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND
DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA
DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE
PERMIT CONDITIONS IMPOSED.
7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES
AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD.
8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE
EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED
FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS.
9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED.
SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN
QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO
ACHIEVE LAWN CONDITIONS.
10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL
REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY
THE AUTHORITY.
11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON
COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA.
12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE
MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE
CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN
APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE
MAIN ARE NOT REQUIRED.
13. ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION
SPECIFICATIONS PART III PARAGRAPH 5.
14. CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS
ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION.
15. ALL UTILITIES WILL BE UNDERGROUND.
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND
BUSINESSES FOR THE DURATION OF THE CONTRACT.
2. TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS
FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC
CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS.
3. ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE
VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL
4. THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH
WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END
OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH
MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN
TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE
SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
5. TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER
UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE:
5.1. RESIDENTIAL AREAS
METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE
TIME LIMIT: 5 CALENDER DAYS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 30 CALENDER DAYS BUSINESS
5.2. COMMERCIAL AND INDUSTRIAL AREAS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 14 CALENDER DAYS
ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE
CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS
SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR
PEDESTRIAN TRAFFIC.
6. PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A
MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES
MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT
EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION.
LOCATOR MARKERS
LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE.
MARKERS SHALL BE PLACED AT:
1. 50-FEET INTERVALS
2. EACH BEND
3. THE END OF EACH JOINT THAT IS DEFLECTED
4. ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT.
EROSION & SEDIMENT CONTROL NOTES:
1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN
ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED
EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND
DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS.
2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE REQUIRED
EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM
ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT
APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A)
SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE,
STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS,
VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH
CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER,
DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE
ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE
SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL
SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE
BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION.
4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO
BE UTILIZED DURING THE CONSTRUCTION PERIOD.
5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE
CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS
SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE
AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS
WHEN CONSTRUCTION IS NOT IN PROGRESS.
6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF
PIPE-LAYING IN THE AFFECTED AREA.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE
WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER.
AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
SUPPLEMENTAL NOTES:
1. UNDERGROUND UTILITIES. ALL ELECTRIC, TELEPHONE AND CABLE TELEVISION LINES SHALL BE
INSTALLED UNDERGROUND - CODE (§144-25(B).
CG-6
LIMITS OF CLEARING AND GRADING
DESCRIPTION
STORM SEWER
WATERLINE
CONTOURS
UNDERGROUND ELECTRIC
SANITARY SEWER WITH MANHOLE
INGRESS/EGRESS ESMT
SIGN POST
EXISTING
744 744
LEGEND
NEW
FIRE HYDRANT ASSEMBLY
GAS LINEHYD
CG-6R REVERSE CURB
SF SQUARE FEET
SEC SECTION
RTE ROUTE
ROW RIGHT-OF-WAY
FT FEET
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
VIRGINIA DEPARTMENT OF TRANSPORTATION
WELDED WIRE MESH
POINT OF VERTICAL INTERSECTION
W/
FIRE HYDRANTF.H.
WV WATER VALVE
BEST MANAGEMENT PRACTICE
BEGIN VERTICAL CURVE STATION
BEGIN VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
END VERTICAL CURVE ELEVATION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EROSION CONTROL
ELEVATION
END SECTION
FINISHED FLOOR ELEVATION
ELEV
F.F.E.
EVCS
EX
EVCE
ES
EXISTING
DIP
EA
EC
DIA
DI
EACH
BENCHMARK
CLEANOUT
CONCRETECONC
CL
CO
BVCS
BVCE
CLASS
BLDG
B.M.
BMP
BUILDING
STR
VERT
WWM
TYP
VDOT
RCP
SHT
STM
PVC
PVI
STRUCTURE
TYPICAL
VERTICAL
WITH
SHEET
STEAM
HORIZ
MECH
MIN
MSE
INV
MAX
G.V.
HORIZONTAL
INVERT
MAXIMUM
MECHANICAL
MINIMUM
MECHANICALLY STABILIZED EARTH
GATE VALVE
AREA DRAINAD
TRENCH DRAINTD
LIMITS OF DISTURBANCELOD
APPX. APPROXIMATELY
OVERHEAD ELECTRICOHE
UNDERGROUND ELECTRICUGE
UGT UNDERGROUND TELEPHONE
TELCO TELECOMMUNICATIONS
WWF WELDED WIRE FABRIC
CAST IRONCI
STAINLESS STEELSS
TREE PROTECTIONTP
NORTH BOUND LANENBL
SOUTH BOUND LANESBL
BW BOTTOM OF WALL
TOP OF WALLTW
ON CENTER EACH WAY
ON CENTEROC
OCEW
PROP PROPOSED
DIAMETERØ
MANHOLEMH
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
CWR
CWS CHILLED WATER SUPPLY
CHILLED WATER RETURN
MECHANICAL, ELECTRICAL, PLUMBINGMEP
ABBREVIATIONS
MLP METAL LIGHT POLE
MSP METAL SIGN POLE
F.H. ASSY FIRE HYDRANT ASSEMBLY
HANDICAP PARKINGHCP
BUILDING RESTRICTION LINEBRL
WV
OVERHEAD ELECTRIC
FIRELINE
PROPERTY LINE
13. Contractor shall adjust existing Frederick Water facilities to grade as applicable per the Frederick
Water inspector's requirements.
WATER MAIN CONNECTION NOTES:
1. Contractor shall test pit the existing mains per Frederick Water inspector's requirements.
2. Contractor shall install joint restraints on existing mains per current Frederick Water requirements prior to shut
down.
3. Contractor shall prepare work as far in advance as possible to minimize shout down time.
4. Contractor shall have sufficient resources on-site to accomplish tasks per Frederick Water inspector's
requirements.
5. Contractor shall prepare a water, and if applicable, forced sewer shut down plan satisfactory to the Frederick
Water inspector. firewatch, night time work, etc. may be required.
6. Contractor shall schedule shut down with the Frederick Water inspector, Frederick County Fire Marshal, and all
affected customers at least seven (7) days in advance, and make preparations as required by all parties.CG-2
ROOF DRAINSRD
SWM ESMT
SETBACKS
WATER / SAN SWR ESMTS
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS0002.dwg PLOTTED: 7/25/2024 4:31 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSITE DEVELOPMENT SUMMARY CS0002
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061SITE DEVELOPMENT NOTES
1. THE EXISTING CONDITIONS, FEATURES, PROPERTY INFORMATION AND ARE AS
DEPICTED ON ALTA SURVEY PREPARED BY TRIAD ENGINERRING, INC AND DATED;
MARCH 25, 2022. TOPOGRAPHY IS AS DEPICTED ON AN AERIAL SURVEY PREPARED
BY TUCK MAPPING SOLUTIONS AND DATED; MARCH 9, 2022.
2.THIS SURVEY AND PLAN ARE REFERENCED TO NAD83 VA NORTH ZONE
COORDINATE SYSTEM AND NAVD88 DATUM, UNITS = US SURVEY FT.
3.SUBSEQUENT TO REVIEW OF FEMA FLOOD INSURANCE RATE MAP NO. 51069C0210E,
EFFECTIVE 1/29/2021, THE LIMITS OF CONSTRUCTION ARE LOCATED IN ZONE X, AN
AREA OF MINIMAL FLOOD HAZARD.
4.BASED ON A REVIEW OF THE NATIONAL WETLANDS INVENTORY, THE PROJECT SITE
DOES NOT APPEAR TO BE ENCUMBERED BY WETLANDS OR STREAMS. A
WETLANDS FIELD DELINEATION WAS NOT PROVIDED FOR THIS PROJECT.
5.COMMERCIAL IMPROVEMENTS SHALL BE SERVED BY PUBLIC WATER AND SANITARY
SEWER.
BUILDING OFFICIAL- PERMITS REQUIRED (VUSBC 108.2)
A. ACCESSORY STRUCTURE FOR ANYTHING OTHER THAN A SHED <256 SQ. FT.
B. MONUMENT SIGNS (ENGINEERING)
C. STREET LIGHT POLE BASES (ENGINEERING OR MANUFACTURE'S SPEC FOR
1,500 PSF. SOIL AND 90MPH WIND)
D. RETAINING WALLS WITH ≥3' UNBALANCED FILL
E. SWIMMING POOLS & SWIMMING POOL BARRIERS (FENCE)
F. FLAG POLES >30' HEIGHT
G. ANY STRUCTURAL SLABS
H. TANKS (CHEMICAL / SIZE / QUANTITY)
·CURRENT WIND SPEED IS 115 MPH FOR COMPLIANCE WITH THE BUILDING
CODE. 2018 VCC CHAPTER 16 CS0002 NOTE C
DEVELOPER
BECKNELL INDUSTRIAL
120 EAST BURLINGTON AVENUE
LAGRANGE, ILLINOIS 60525
(630) 812-0799
PROPERTY SUMMARY
ADDRESS NONE- VACANT PROPERTY OFF MCGHEE ROAD
WINCHESTER, VIRGINIA 22603
PARCEL OWNER RTZ LLC C/O ZM SHEET METAL LC
TAX MAP TM 43-19-67
EXISTING ZONING M-1
CURRENT USE VACANT
PROPOSED USE INDUSTRIAL/COMMERCIAL
LOT AREA 19.1825 AC
TOTAL DEVELOPED LAND AREA 16.99 AC
DISTURBED AREAS
ON-SITE 17.61 AC.
OFF-SITE 1.74 AC.
TOTAL DISTURBED AREA 19.35 AC.
FLOOR AREA CALCULATIONS
TOTAL GROUND FLOOR AREA 160,982 SF
TOTAL FLOOR AREA 160,982 SF
TOTAL LOT AREA 835,589 SF
F.A.R 0.19 (1.0 MAX F.A.R. ALLOWED)
BUILDING HEIGHT
MAXIMUM PROVIDED
BUILDING HEIGHT 60' 35'
BUILDING SETBACKS
STORAGE BUILDING MINIMUM REQUIRED MINIMUM PROVIDED
FRONT/FROM R.O.W.75'124.60'
SIDE 25'179.54'
SIDE 25'119.00'
REAR 25'577.25'
MAIN BUILDING MINIMUM REQUIRED MINIMUM PROVIDED
FRONT/FROM R.O.W.75'310.86'
SIDE 25'245.80'
SIDE 25'104.00'
REAR 25'153.51'
PARKING SETBACKS
MINIMUM REQUIRED MINIMUM PROVIDED
PARKING (MINOR/LOCAL) 10'86' (Kentmere)
PARKING (OTHER LOTS) 5'24.5' -TM 43 ((19)) 44
PARKING CALCULATIONS
REQUIRED PROVIDED
(1.5 SPACES / WH EMPLOYEE)
1.5 * 150 EMPLOYEES 225 N/A
(1 SPACE / 250 SF OFFICE AREA)
6,312 SF / 250 SF 26 N/A
TOTAL SPACES 251 262
HC SPACES 4 (1 VAN) 7 (3 VAN)
LOADING SPACES
(1 SPACE / 40,000 SF BLDG)
160,000 SF / 40,000 SF 4 44
OPEN / GREEN SPACE CALCULATIONS
EX. SITE / PARCEL 19.1825 AC
ROW DEDICATION 0.0000 AC
IMPERVIOUS AREA 9.2771 AC
OPEN / GREEN SPACE 9.9054 AC (51.64%) (REQUIRED 25%)
WATER & SEWER DEMANDS
WATER USAGE
25 GPD / EMPLOYEE / 8hr 150 EMPLOYEE 3,750 GPD
SEWER DISCHARGE
25 GPD / EMPLOYEE / 8hr 150 EMPLOYEE 3,750 GPD
* WATER IS NOT PROPOSED TO BE A SIGNIFICANT COMPONENT TO THE MANUFACTURING PROCESS
** CALCULATIONS ASSUME EITHER 150 PERSONS IN A SINGLE 8hr WORK DAY OR 50 PERSONS PER 8hr
SHIFT ON 24hr OPERATION.
FREDERICK COUNTY INSPECTIONS DEPT. PROJECT NOTES:
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING
CODE. OTHER CODES THAT APPLY ARE ICC/ANSI A117.1. ACCESSIBLE AND
USABLE BUILDINGS AND FACILITIES, INTERNATIONAL FIRE CODE 2018,
VIRGINIA ENERGY CODE, THE VIRGINIA MECHANICAL CODE, THE VIRGINIA
PLUMBING CODE AND THE NEC.
2. ALL REQUIRED EXITS SHALL MEET ANSI A117.1. EXITS SHALL TERMINATE AT
A PUBLIC WAY. A DETAILED FIRE EXITING PLAN SHALL BE PROVIDED WITH
THE BUILDING PLANS TO IDENTIFY THE LOCATION AND TRAVEL DISTANCE TO
THE ACCESSIBLE EXITS. NEW EXITS MAY NEED TO MEET ANSI A117.1.
3. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO THE FACILITY AND TO THE
MAIN ENTRANCE. HANDICAP PARKING SHALL COMPLY WITH ANSI A117.1. VAN
ACCESSIBLE PARKING SHALL HAVE A MINIMUM OF 11' WIDTH WITH 5'
UNLOADING AREA OR A MINIMUM OF 8' UNLOADING AREA WITH AN 8' WIDTH.
MAXIMUM 2% SLOPE REQUIRED FOR PARKING AND UNLOADING. MAXIMUM
THRESHOLD AT DOOR SHALL NOT EXCEED ½”. WALKWAYS SHALL NOT
EXCEED 5% SLOPE. SLOPES EXCEEDING 5% SHALL BE DESIGNED AS RAMPS.
ACCESSIBLE PARKING AND UNLOADING AREA SHALL HAVE A STRIPED AREA
LEADING TO ENTRANCE WHEN TRAVELING OVER VEHICULAR.
4. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF VCC FOR SPECIAL
INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE (SOILS,
CONCRETE, ETC.).
750
7507607
6
0760760
760760
76
0770780790
748
748752754756758758
758758758762764766768772774776778782784786788792794796
76076076
0770780790790790
756
758758
758762764766768772774776778782784786788 760
760762762770
780
7
6
2
76276
476476
6
766766766
768
768
77
2
774
776
778782784786786
78
6
760
760760770780790752754756756756756756758
758758762
762762764766768772774776778782784786788
792794796
74075076076076
0
770
780
790
738
738
742
744746748752752752
754754754756756756
75
8
758758762764
766
768
772
77
4
776
778
782784786788792
740750738
74274474674875275475
4
756 756758 758750750
750760760746748752752
75
2
75
4
7
5
4
754756
7
5
6
7
5
6
758
7587587627627
5
0 7607
4
8
7
5
2
7
5
4 756758762750
760
748748748
752
754
756
758
762
74074
0750760
770780
742744
746748752754
756
758
762
764766768
772774776
778
782784
750
744
746
748
752
754
756
758
75
0
760770770
748
7
5
2
75
4
756
758
762
764764764766766768768772772774774770
780
762
764
766
768
768768 772774776
778
782
784
7
7
0
7
7
0
7647647647647
6
4764 764
764
76
6
7
6
6 76876
8
77
2
772774
776
778
7507
6
0
75275475675
6
756758762764766
76
0
7607
6
0
760
752
75
4
754
756756
756
756
758758
758758 754
7
5
4 750760760
760760
760760760760
760
770
780
790
748752754756758762764766768772774
7
7
6
778782784786788792794 770780
790
764766768772774776776776
778
782784786
78
8
770780
768772774776778782784
786788788
7547567567587
5
8
74
0740 740
75
0
738
738
742744
746752750
7507427
4
474674874875275275475475675675875875076077078074
6
748
752
7547567
5
8
7
6
2764766768772774776
778
778778
782
736
734
736
734
7
3
2
7
3
2734736 7
3
4
734
746
744750748
748PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990PIN 43-A
-
1
5
B
GREEN IN
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
PIN: UNKOWNER: UNK190 KENTMERE CTZONE: M1
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)LAKEVILLE CIRCLE(60' PUBLIC R/W)S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'S 36°33'03" E 868.58'N
6
1
°5
9
'
2
4
"
W
6
3
7
.
1
7
'N 03°29'36" E 703.31'S
7
7
°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'EXISTINGBUILDING
MCGHEE RD - RTE 861
60' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
PIN 43-19-65LOKEY ENTERPRISES II, LLCZONED: M1USE: INDUSTRIALINST. 170008743
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298ZONED: RAZONED: M1ZONED:
R
P
ZONED:
M
1
ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING
PIN 43-19-59PERRY FAMILY PARTNERS IV LLCZONED: M1USE: INDUSTRIALINST. 130000701 FHPIN 43-19-67RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 15A19.18 AC.ZONED: M1INST# 230005983
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS1000.dwg PLOTTED: 7/25/2024 4:31 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 80'160'
GRAPHIC SCALE 1"=80'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEXISTING CONDITIONS CS1000
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2000.dwg PLOTTED: 7/25/2024 4:54 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL NARRATIVE CS2000
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061Erosion and Sediment Control Narrative
Project Description
The proposed project site is in Stonewall Industrial Park, generally located in Frederick County,
Virginia within the Gainesboro Magisterial District. This site is located near the intersection of McGhee
Road and Kentmere Court and has public right-of-way frontage on both McGhee Road and Kentmere
Court. The property identification number for this project is 43-19-67 and it is currently zoned M1.
This project proposes a 131,062 s.f. warehouse building, a 29,920 s.f. storage building, and an 11,880
s.f. canopy between the two buildings. In addition to the buildings, this project proposes car and trailer
parking lots, access drives, sidewalks, storm drain and sanitary sewer networks, water lines, grading,
stormwater facility, landscaping, and lighting.
Existing Site Conditions
The site is currently vacant. Slopes range from approximately 2% to 50% and the site generally drains
from northwest to south. There is approximately a 50' difference in elevation between the hightest
(elev.≈ 790) and lowest (elev.≈ 740) points. The majority of the site is wooded / scrub shrub.
Adjacent Property
The project is bound by Mcghee Road to the southeast, an industrial property (M1) to the southwest,
residential (RA) and vacant (RP) properties to the west, and industrial properties (M1) to the east.
Offsite Areas:
Off-site areas associated with this project include entrance improvements to public roads.
Stockpile Areas:
The stockpiles will have to be kept out of the proposed grading area and to stay clear of all
construction activity. Stockpiles will be stabilized with temporary vegetation and protected with silt
fence to prevent soil loss and sediment transport from the stockpiles.
Soils
See this sheet for an Overall Soils Map, HSG Group Classifications and a Map Unit Legend. (SL -
USDA Web Soils Survey). The Physical propoerties of each soil type are summarized also. A
Complete NRCS Soils Report is included with the ZM Sheet Metal "SWM Data Package".
Geology
The Beekmantown Group underlies the project site. See this sheet for more specific data.
Critical areas
Critical areas include 2:1 cut slopes onsite.
No wetlands exist on site.
Erosion and sediment control measures
Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall
be constructed and maintained according to the minimum standards and specifications of the Virginia
Erosion and Sediment Control Handbook.
Structural Measures
The Sediment Basin, Sediment Traps, sediment barriers and other measures shown on the plans
intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall
be made functional before upslope land disturbance takes place.
Every effort shall be made to prevent silt from running off the site during construction.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1
or greater) and as needed to stabilize disturbed areas.
Phase IA:
A Construction Entrance (3.02) shall be installed at the location shown on the Phase I plan to prevent
mud and debris from being tracked onto roadways.
Install Silt Fence (3.05) and Super Silt Fence as shown on the plans to intercept and detain small
amounts of runoff from disturbed areas during construction in order to prevent sediment from leaving
the site.
Install Diversion Dikes (3.09) as shown on plans to divert surface runoff away from work areas and
contain onsite runoff to erosion and sediment control practices.
Install a Diversion (3.12) as shown on plans to divert surface runoff around site.
Install Temporary Sediment Traps (3.13) as a Phase 1 control measures prior to clearing the site; they
shall detain runoff long enough to allow the majority of sediment to "settle out" prior to leaving the site.
Install temporary Sediment Basin #1 (3.14) as a Phase 1A control measure prior to clearing the site. It
shall detain sediment-laden runoff from disturbed areas in "wet" and "dry" storage for the required 6
hour draw down time, allowing suspended sediments to "settle out" prior to leaving the site. Diversion
dike will be placed on the down stream end of the advancing pad site fill grading so as to direct water
in to the Phase 1B sediment basin. Contractor shall coordinate with E&S inspector when the
appropriate time is to establish the Phase 1B basin and remove the Phase 1A basin.
Outlet Protection (3.18) shall be placed on the outlets of all storm sewer pipes and culverts to reduce
erosion, undercutting and velocities.
Block & gravel Curb Inlet Protection sediment filters (3.07-8) shall be installed as shown on the plans
to prevent sediment from entering the existing storm system.
Culvert Inlet Protection (3.08) shall be installed as shown on the plans to prevent sediment from
entering the existing storm system.
Roughen surface of slopes 3:1 or greater maximum 2:1 slope. (3.29) in preparation for temporary or
permanent seeding.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1
or greater) and all other disturbed areas to stabilize disturbed areas.
Phase 1B:
Install temporary Sediment Basin #2 Off-site By-pass channel and Sediment Basins #2 (3.14) as a
Phase 1B control measure prior to removing the Phase 1A basin. Diversion Dike will be placed and
maintained on the down hill side of the newly placed pad site fill to divert sediment laden runoff to the
Phase 1B basin #2. Phase 1B Basin #2 shall detain sediment-laden runoff from disturbed areas in
"wet" and "dry" storage for the required 6 hour draw down time, allowing suspended sediments to
"settle out" prior to leaving the site. The Temporary Sediment Basin #2 shall be converted to the final
wet pond Facility at the discretion of the E&S Inspector, at such time as disturbed areas within the
Contributing Drainage Area have achieved stabilization. The Temporary Sediment Basin #2 by-pass
channel will be brought to grade and stabilized. Silt fencing or other measures may be necessary so
that the disturbed area draining to the newly constructed wet pond is not inundated with silt laden
runoff.
Phase II:
All controls installed in Phase I should remain until the site is stabilized.
Permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to
stabilize disturbed areas.
Vegetative Measures
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after
final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within
seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than
fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant
for more than six (6) months.
Soil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or
temporary vegetation immediately after grading.
All earth berms, dams, dikes, diversions and Sediment Trap embankments are to be
machine-compacted, immediately seeded and mulched (hay mulch or straw) for temporary and/or
permanent vegetative cover within five (5) days after grading.
Management Strategies
Construction shall be sequenced such that grading operations will begin and end as quickly as
possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project are critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed at the
direction of the Frederick County inspector.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Cut
and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
are found to be eroding excessively within one year of permanent stabilization shall be provided with
additional slope stabilizing measures until the problem is corrected.
Erosion and Sediment Control Narrative (Continued)
Management Strategies (Continiued)
Drainage swales shall be stabilized with check dams until vegetation has been well established, at
which time the check dams shall be removed.
Concentrated runoff shall not flow down cut or fill slopes unless contained within a temporary or
permanent channel, flume, or slope drain structure.
Whenever water seeps from a slope face, drainage or other protection shall be provided.
All storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or otherwise
treated to remove sediment.
Where construction vehicle access routes intersect paved or public roads, provisions shall be made to
minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is
transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the
end of each day. Sediment shall be removed from the roads by shoveling or sweeping and
transported to a sediment control disposal area. Street washing shall be allowed only after sediment is
removed in this manner.
All temporary erosion and sediment control measures shall be removed within 30 days after final site
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by
the local program authority. Trapped sediment and the disturbed soils areas resulting from the
disposition of temporary measures shall be permanently stabilized to prevent further erosion and
sedimentation.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to
control erosion and contain sediment on site. All measures shall be installed according to the
standards and specifications in the Virginia Erosion and Sediment Control Handbook (VESCH). Any
changes made to this plan must be resubmitted for approval without exception.
Maintenance
All control measures shall be inspected daily by the site superintendent or his representative and
within 24 hours after any storm event greater than 0.5 inches of rain per 24 hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked
regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded
as needed until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Gravel outlets shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition
at all times.
Permanent Stabilization
All areas disturbed by construction shall be stabilized with permanent seeding immediately following
final grading. Seeding shall be done according to standard and specification no. 3.32 of the VESCH.
Permanent stabilization is defined as 90% uniform coverage on the entire site, ability to inhibit erosion
and mature enough to survive, including 2-3 inch cuttings.
Phases of Land Disturbance Activities
1. Mandatory pre-construction conference shall be scheduled as required by regulations.
2. Clearing and grubbing for sediment control devices only.
3. Installation of all Phase I erosion & sediment control devices.
4. Obtain county inspector approval.
5. Clear site.
6. Restoration and stabilization of disturbed areas.
7. Remove all erosion & sediment control measures with the approval of the inspector.
Long Term Maintenance and Repair Plan
Mowing: all grasses should be mowed at least twice each year. Grasses such as tall fescue should be
mowed in early summer after emergence of the heads on cool season grasses. They should be
mowed again in the early fall to prevent seeds of annual weeds from maturing. Mowing of legumes
such as sericea lespedeza and crown vetch can be permitted to grow on the dam or in any part of the
emergency spillway.
Liming and fertilizing: the soil should be sampled according to recommended procedures at least once
every 4 years. The sample should be tested at a qualified soil testing laboratory. Lime and fertilizer
should be applied in accordance with recommendations based on the tests.
Replanting and over seeding: if vegetation covers less than 40% of the soil surface, lime, fertilize and
seed in accordance with current recommendations for new seeding. If vegetation covers more than
40% but less than 70% of the soil surface, lime fertilize and over seed in accordance with current
recommendations.
Removing trash and debris: trash, litter and vegetation (other than grass) will be removed as needed
(but no less than two times per year) to prevent obstruction to the flow of water, to prevent movement
of trash and litter to downstream properties, to maintain the integrity of the structure, to provide an
attractive appearance and to minimize water pollution.
Removing sediment: soil materials (including clay, silt, sand and gravel) will be removed before the
detention pool loses 10% of the designed storage capacity.
Sediment disposal: sediment disposal should be in accordance with current procedures for disposal of
sediment. Where required by the appropriate authorities, the sediment will be tested for appropriate
pollutants at the owner's expense before it is removed from the pond.
Repairs: repair slides, slumps and eroded areas promptly and in a workmanlike manner trash racks,
pipes, headwalls, etc. Will be maintained, repaired and/or replaced as needed to maintain the integrity
of the structure. Exposed metal surfaces will be painted to minimize damage due to rust.
Maintenance inspections: the owner will be responsible for inspecting each stormwater management
structure after each significant rainfall. Once each year a representative of will jointly inspect each
stormwater management structure. Appropriate action will be taken to ensure appropriate
maintenance. All maintenance costs will be borne by the owner. Where structures are to be maintained
by more than one party, allocation of costs will be in accordance with terms set forth in the
maintenance agreement. Keys to locked access points shall be available to personnel upon request.
Maintenance records: the landowner, or someone designated by the landowner, shall inspect the
detention pond within 24 hours after each rainfall event of one inch or more of rain. The owner or the
designee shall keep written records of these inspections. The records shall also include maintenance
and repairs performed. Copies of these records shall be provided to the county upon request.
The water quality features shall not be modified in any way without prior approval by Frederick County.
·Topsoil shall be spread at a minimum depth of 4".
·Pulverized agricultural limestone shall be incorporated into soil at a rate of 92 lbs. Per 1000 s.f.
(2 tons per acre).
·Fertilize with 10-20-10 at a rate of 12 lbs. Per 1000 s.f. (500 lbs. Per acre). Seed mix shall
consist of 90% kentucky 31 tall fescue and 10% kentucky bluegrass applied at the rate of 200 lbs. Per
acre.
Minimum Construction Standards
An erosion and sediment control program adopted with this plan must be consistent with the
VESCH for 9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at final
grade but will remain dormant for longer than 14 days. Permanent stabilization shall be
applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas shall be stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well as
borrow areas and soil intentionally transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established until a
ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land-disturbing activity
and shall be made functional before upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and
diversions immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon
the total drainage area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of
drainage area and the trap shall only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The minimum
storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area.
The outfall system shall, at a minimum, maintain the structural integrity of the basin during a
100-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall
correspond to a bare earth condition or those conditions expected to exist while the
sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of permanent
stabilization shall be provided with additional slope stabilizing measures until the problem is
corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10. All storm sewer inlets that are made operable during construction shall be protected
so that sediment-laden water cannot enter the conveyance system without first being filtered
or otherwise treated to remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent channel
lining shall be installed in both the conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest extent
possible during construction. Nonerodible material shall be used for the construction of
causeways and cofferdams. Earthen fill may be used for these structures if armored by
nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of nonerodible
material shall be provided.
14. All applicable federal, state and local requirements pertaining to working in or crossing
live watercourses shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards
in addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that does not adversely
affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize
erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the paved
surface. Where sediment is transported onto a paved or public road surface, the road
surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from
the roads by shoveling or sweeping and transported to a sediment control disposal area.
Street washing shall be allowed only after sediment is removed in this manner. This
provision shall apply to individual development lots as well as to larger land-disturbing
activities.
18. All temporary erosion and sediment control measures shall be removed within 30
days after final site stabilization or after the temporary measures are no longer needed,
unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed
soil areas resulting from the disposition of temporary measures shall be permanently
stabilized to prevent further erosion and sedimentation.
Minimum Construction Standards (Continued)
19. Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity and
peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in
accordance with the following standards and criteria. Stream restoration and relocation
projects that incorporate natural channel design concepts are not man-made channels and
shall be exempt from any flow rate capacity and velocity requirements for natural or
man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those sites where runoff is discharged into a pipe or pipe system, downstream
stability analyses at the outfall of the pipe or pipe system shall be performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage area of the
project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by the use of
a 10-year storm to verify that stormwater will not overtop its banks and by the use of
a two-year storm to demonstrate that stormwater will not cause erosion of channel
bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year
storm to verify that stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels or
pipes are not adequate, the applicant shall:
(1) Improve the channels to a condition where a 10-year storm will not overtop the banks
and a two-year storm will not cause erosion to the channel, the bed, or the banks; or
(2) Improve the pipe or pipe system to a condition where the 10-year storm is contained
within the appurtenances;
(3) Develop a site design that will not cause the pre-development peak runoff rate from a
two-year storm to increase when runoff outfalls into a natural channel or will not cause the
pre-development peak runoff rate from a 10-year storm to increase when runoff outfalls into
a man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f. If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall
set forth the maintenance requirements of the facility and the person responsible for
performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy
dissipators shall be placed at the outfall of all detention facilities as necessary to provide a
stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system,
or to a detention facility.
j. In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of rivers,
streams and other waters of the state.
l. Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (i) detain the water quality volume and
to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall
resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate
resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to
the peak flow rate from the site assuming it was in a good forested condition, achieved
through multiplication of the forested peak flow rate by a reduction factor that is equal to the
runoff volume from the site when it was in a good forested condition divided by the runoff
volume from the site in its proposed condition, and shall be exempt from any flow rate
capacity and velocity requirements for natural or man-made channels as defined in any
regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater
Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of §
62.1-44.15:34 of the Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of
the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.
ZM SHEET METAL Site Specific Geologic Data
Beekmantown Group: (Shown as Light Blue Areas on Map Below)
Description: Includes the Pinesburg Station Dolomite, the Rockdale Run Formation, and the Stonehenge Limestone (northern Virginia only) or the
Beekmantown Formation and Stonehenge Limestone (central and southwestern Virginia). Pinesburg Station Dolomite (Sando, 1956). Dolostone, dark-
to light-gray, fine- to medium-grained, medium- to thick bedded with minor nodular white chert. It ranges from 0 to 400 feet in thickness and is
equivalent to beds in the upper Beekmantown Formation. Present only in Clarke and Frederick counties and is conformable with the underlying
Rockdale Run Formation and unconformable with the overlying New Market or Lincolnshire Limestones. Rockdale Run Formation (Sando, 1958).
Dominantly limestone and dolomitic limestone, lesser dolostone with minor chert throughout. Limestone, light- to medium-gray, fine-grained generally,
but coarse, bioclastic limestone locally, medium- to thick-bedded. Dolostone, light-gray, fine- to medium- grained, thick-bedded with "butcher block"
weathering and minor nodular or bedded chert in both limestone and dolostone. Unconformably overlain by the New Market Limestone where the
Pinesburg Station Dolomite is absent. It is laterally equivalent to the Beekmantown Formation and conformably overlies the Stonehenge Limestone. The
formation is about 2700 feet thick. Beekmantown Formation (Clarke and Schuchert, 1899). Dominantly dolostone and chert-bearing dolostone with
lesser limestone. Dolostone, light- to very-dark-gray, fine- to coarse grained, mottled light- and dark-gray, with crystalline beds locally contains nodular,
dark-brown or black chert and thick, hill forming, lenticular chert beds in lower part. Limestone, very-light- to medium-gray, fine-grained, medium- to
thick bedded, locally dolomitic and locally fossiliferous. The formation is present from Page and Shenandoah counties southwestward in the
easternmost exposures of the Lower Ordovician rocks. It and the underlying Stonehenge Limestone, are equivalent to the Mas cot and Kingsport
Dolomites of the upper part of the Knox Group. It is unconformably overlain by Middle Ordovician limestones and conformably overlies the Stonehenge
Limestone. Erosion, related to the unconformity at the top of the Beekmantown Group and Knox Group, has produced erosional breccias, local
topographic relief, and paleokarst topography as well as significant regional thinning of the rock units. The Beekmantown Group thins from about 3000
feet in Page County to less than 700 feet in Washington County, largely because of post-Beekmantown erosion. Stonehenge Limestone (Sando, 1956).
Limestone with interbedded dolostone in north western Virginia. Limestone, dark-gray, fine-grained, laminated to massive, with black nodular chert.
Dolostone, light-gray, fine-to very-coarse-grained, as thin- to medium-interbeds or as coarse- grained, massive, reefoidal bodies. Reefoidal bodies are
restricted to the middle portion of the formation. The formation conformably overlies the Conococheague Formation and thins northwestward from 400
or 500 feet in the southeasternmost exposures (Page County) to a few tens of feet in the north western exposures (western Rockingham County) and is
not recognizable or included in the lower Beekmantown or upper Conococheague in much of southwestern or western Virginia. It is equivalent to the
lower part of the Kingsport Dolomite.
Lithologic constituents
·Major Sedimentary » Carbonate » Dolostone
·Major Sedimentary » Carbonate » Limestone
·Incidental Sedimentary » Chemical » Chert
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF APPROX FUTURE
ROUTE
37
BYPASS
(SHOWN
PER
AVA
ILABLE
G
IS
MAPP
ING
)APPROX FUTURE
ROUTE
37
BYPASS
(SHOWN
PER
AVA
ILABLE
G
IS
MAPP
ING
)
KENTME
R
E
CT. -
RT
E 86960' R/W, 35
M
P
H
P
O
ST
E
D
RURAL
C
OLL
E
CT
O
R (
G
S-7)
ADT = 370S 66°12'47" E 392.06'N 84°42'08" W 97.17'S
5
3
°
2
6
'
5
7
"
W
2
4
9
.
0
5
'S 36°33'03" E 868.58'N 03°29'36" E 703
.
3
1
'S 77°47'48" E 150.00'N 12°12'12" E 30.62'
N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'MC
G
H
E
E
R
D
-
R
T
E
8
6
1
60'
R
/
W
,
3
5
M
P
H
P
O
S
T
E
D
RU
R
A
L
C
O
L
L
E
C
T
O
R
(
G
S
-
7
)
ADT
=
6
3
0 KENTMERE CT - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370EX 10' DRNG & UTIL ESMT
EX 10' DRNG & UT
I
L
E
S
M
T
EX 10' DRNG & UTIL ESMT
EX DRAN E
S
M
T
DB-842 PG-
1
1
2
4
EX 30' WAT
E
R
E
S
M
T
INST# 1400
9
8
4
4
EX 10' SLO
P
E
/
D
R
A
N
E
S
M
T
INST# 0600
2
0
6
7
3
EX
1
0
'
S
L
O
P
E
/
D
R
A
N
E
S
M
T
INS
T
#
0
6
0
0
2
0
6
7
4LAT (GIS)LAT (GIS)EX 10
'
SLOPE
/
DRAN
ESMT
INST#
060020675EX 20
'
DRAN
ESMT
INST#
060020675EX 10
'
SLOPE
/
DRAN
ESMT
INST#
060020675EX 30
'
ACCESS
ESMT
(SEE
ALTA
)
INST#
060020675
750750
750 75075
0 760770742744746748 748748
752
752
752
754
7
5
6
7
5
8
7
6
2 764766768748
740
750
760
770780
7387387
4
2
744
746746746
748752754756758
762
764
766
768
772
774
776
778
78
2
784784
784
786
788
7
5
0
760
760
760
7
7
0
780
790
752
752
7
5
2
754
754754756
75675
6
758
758
758 762762
762
764
766
768
772
774 7767787787
7
8
782
784
786
788
792 794750
760
770
742
74
2
744
744
746
746
746
746
74
8
7
4
8
748748 748
752
754
756
758
762764766
768
760
76075875876
0
76
0 760760760760
760
770
780
790
752754756758
758 75875875
8
762762
762
764
766
768772774
776
778
782784786
788
760
770
780
762
764
766
768
772774776
778
LOD
CE
LOD
LOD
LOD
LOD
LOD
LOD
SB1
50 50
50 50
DD
DD
SSF
DD
CD
CD
CD
CD
58 00
58 00
59 00
59 00
60 00INV
62 00
64 00
CD
CD
CD
CD
CD
CD
CD
CD
PS
PS
PS PS
PS
TS
OP
LS CIP
CD
CD
CD CD CD CD CD
DV2
DV2
DV2
DV1
DV1
LOD
TP TP
SSF
DC
DC
DC
54 50
50 50
50 50
48 70
47 50
47 00
50 50
47 20INV
47 50INV
DD
ST1
59 00
59 00INV
772
784
786
786
764766768
77
0
766
764
75
0
75
0
75
2
75
4
754
75
4
75
6
7
5
8
749
750748762760
758774 776 778
60' PLUNGE POOL &LEVEL SPREADER 105 LF 15" HDPE @ 0.9
%762TEMPORARYRIPRAP
TEMPORARYRIPRAP774782
78
0
778 780
776
77
2
764
766762
782 784
750748748746EMERGENCY SPILLWAYCONTROL SECTION
30 LF 12" HDPE @ 1.0%
TO ST 1DA = 1.80 AC
75
9
75
7
INSTALL DIVERSION DIKE TO CONVEY
SEDIMENT-LADEN RUNOFF TO THE
SEDIMENT TRAP. ENSURE POSITIVE
DRAINAGE ALONG ALL DIKES.
11' OUTLET WEIR
75
8
76
0
75
8
TO STR 202DA = 18.90 AC
TO 12" CULVERTDA = 2.40 AC
DIRECT TO SB 1DA = 10.94 AC
SITE BYPASSDA = 25.94 AC
TO
P
O
F
B
E
R
M
=
7
5
0
.
5
0
INSTALL STORM CULVERT 201-202 AS
A PH 1 E&S MEASURE TO CONVEY
SEDIMENT FREE UPLAND RUNOFF
THROUGH THE DISTURBED SITE AREA
75
2
75
4
752 756750
75
2752754754 756758760770770770780
770
764 764
766 76876876876876876876
8
CD
CD
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2101.dwg PLOTTED: 7/25/2024 5:06 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION & SEDIMENT CONTROL PLAN - PHASE 1A CS2101
TOTAL SHEETS 58
NORTH
7-25-2024 DAVID L. FRANKLic. No.1061APPROVED PERMIT DRAWINGS
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE 3.20 ROCK CHECK DAMS CD
3.05 SUPER SILT FENCE SSF
3.31 TEMPORARY SEEDING TS TS
3.14 TEMPORARY SEDIMENT
BASIN SB SB
3.13 TEMPORARY SEDIMENT
TRAP ST ST-1
3.08 CULVERT INLET
PROTECTION CIP
3.09 TEMPORARY
DIVERSION DIKE DD DD
3.21 LEVEL SPREADER LS
3.32 PERMANENT SEEDING PS PS
LIMITS OF DISTURBANCE LOD
3.12 DIVERSION DV DV
3.38 TREE PRESERVATION
AND PROTECTION TP TP
3.39 DUST CONTROL DC DC
3.18 OUTLET PROTECTION OP
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF APPROX FUTURE
ROUTE
37
BYPASS
(SHOWN
PER
AVA
ILABLE
G
IS
MAPP
ING
)APPROX FUTURE
ROUTE
37
BYPASS
(SHOWN
PER
AVA
ILABLE
G
IS
MAPP
ING
)
KENTME
R
E
CT. -
RT
E 86960' R/W, 35
M
P
H
P
O
ST
E
D
RURAL
C
OLL
E
CT
O
R (
G
S-7)
ADT = 370S 66°12'47" E 392.06'N 84°42'08" W 97.17'S
5
3
°
2
6
'
5
7
"
W
2
4
9
.
0
5
'S 36°33'03" E 868.58'N 03°29'36" E 703
.
3
1
'S 77°47'48" E 150.00'N 12°12'12" E 30.62'
N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'MC
G
H
E
E
R
D
-
R
T
E
8
6
1
60'
R
/
W
,
3
5
M
P
H
P
O
S
T
E
D
RU
R
A
L
C
O
L
L
E
C
T
O
R
(
G
S
-
7
)
ADT
=
6
3
0 KENTMERE CT - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370EX 10' DRNG & UTIL ESMT
EX 10' DRNG & UT
I
L
E
S
M
T
EX 10' DRNG & UTIL ESMT
EX DRAN E
S
M
T
DB-842 PG-
1
1
2
4
EX 30' WAT
E
R
E
S
M
T
INST# 1400
9
8
4
4
EX 10' SLO
P
E
/
D
R
A
N
E
S
M
T
INST# 0600
2
0
6
7
3
EX
1
0
'
S
L
O
P
E
/
D
R
A
N
E
S
M
T
INS
T
#
0
6
0
0
2
0
6
7
4LAT (GIS)LAT (GIS)EX 10
'
SLOPE
/
DRAN
ESMT
INST#
060020675EX 20
'
DRAN
ESMT
INST#
060020675EX 10
'
SLOPE
/
DRAN
ESMT
INST#
060020675EX 30
'
ACCESS
ESMT
(SEE
ALTA
)
INST#
060020675
750750
750 75075
0 760770742744746748 748748
752
752
752
754
7
5
6
7
5
8
7
6
2 764766768748
740
750
760
770780
7387387
4
2
744
746746746
748752754756758
762
764
766
768
772
774
776
778
78
2
784784
784
786
788
7
5
0
760
760
760
7
7
0
780
790
752
752
7
5
2
754
754754756
75675
6
758
758
758 762762
762
764
766
768
772
774 7767787787
7
8
782
784
786
788
792 794750
760
770
742
74
2
744
744
746
746
746
746
74
8
7
4
8
748748 748
752
754
756
758
762764766
768
760
76075875876
0
76
0 760760760760
760
770
780
790
752754756758
758 75875875
8
762762
762
764
766
768772774
776
778
782784786
788
760
770
780
762
764
766
768
772774776
778
LOD
SB2
CE
LOD
LOD
LOD
LOD
LOD
LOD
DD
DD
SSF
DD
CD
DD
CD
CD
58 00
58 00
59 00
59 00
60 00INV
62 00
64 00
CD
CD
CD
CD
CD
CD
CD
CD
PS
PS
PS PS
PS
TS
OP
LS CIP
CD
CD
CD CD CD CD CD
DV2
DV2
DV2
DV1
DV1
LOD
TP TP
SSF
DC
DC
DC
41 30
42 00
41 70
OP
DD
ST1
59 00
59 00INV752750748772
784
786
786
764766768
77
0
766
764
75
0
75
4
754
75
4
75
6
7
5
8
762760
758774 776 778
60' PLUNGE POOL &LEVEL SPREADER 105 LF 15" HDPE @ 0.9
%762TEMPORARYRIPRAP
TEMPORARYRIPRAP774782
78
0
778 780
776
77
2
764
766762
782 784
DA TO SB2
74
2
74
4
74
6
74
8
75
0
75
2
75
4
75
0
74
8
74
6
74
4
74
2
CL I RIPRAP
TO ST 1DA = 1.80 AC
75
9
75
7
INSTALL DIVERSION DIKE TO CONVEY
SEDIMENT-LADEN RUNOFF TO THE
SEDIMENT TRAP. ENSURE POSITIVE
DRAINAGE ALONG ALL DIKES.
11' OUTLET WEIR
75
8
76
0
75
8
SB2 OFF-SITEBYPASS CHANNEL
SB2 OFF-SITEBYPASS CHANNEL
TO STR 202DA = 18.90 AC
SITE BYPASSDA = 25.94 AC
INSTALL STORM CULVERT 201-202 AS
A PH 1 E&S MEASURE TO CONVEY
SEDIMENT FREE UPLAND RUNOFF
THROUGH THE DISTURBED SITE AREA
24" RCP TO REMAIN IN PLACEAS PERMANENT PIPE750748747745743 75275074875875675476
4
76
6
76
0
76
2
75
2
75
4
752 756750
75
2752754754 756754752750748748748758760770770770780
770
764 764
766 76876876876876876876
8
CD
CD
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2102.dwg PLOTTED: 7/25/2024 4:55 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION & SEDIMENT CONTROL PLAN - PHASE 1B CS2102
TOTAL SHEETS 58
NORTH
7-25-2024 DAVID L. FRANKLic. No.1061APPROVED PERMIT DRAWINGS
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE 3.20 ROCK CHECK DAMS CD
3.05 SUPER SILT FENCE SSF
3.31 TEMPORARY SEEDING TS TS
3.14 TEMPORARY SEDIMENT
BASIN SB SB
3.13 TEMPORARY SEDIMENT
TRAP ST ST-1
3.08 CULVERT INLET
PROTECTION CIP
3.09 TEMPORARY
DIVERSION DIKE DD DD
3.21 LEVEL SPREADER LS
3.32 PERMANENT SEEDING PS PS
LIMITS OF DISTURBANCE LOD
3.12 DIVERSION DV DV
3.38 TREE PRESERVATION
AND PROTECTION TP TP
3.39 DUST CONTROL DC DC
3.18 OUTLET PROTECTION OP
750
750760760
748
748752754756
758758
760
760760752754756756756756756758
758758762
76276274075076076076
0
770
738
738
742
744746748752752752
754754754756756756
75
8
758758762
764
766
768
740750738
742744746748752754756758 758750750
750760760746748752752
75
2
75
4
7
5
4
754756
7
5
6
7
5
6
758
7587587627627
5
0 7607
4
8
7
5
2
7
5
4 756758762750
760
748748
748
752
754
756
758
762
740
74
0750760
770780
742744
746748752754
756
758
762
764766768
772774776
778
782784
750
744
746
748
752
754
756
758
75
0
760770
748
7
5
2
75
4
756
758
762
764
766
768772774 770
780
766
768
768768 772774776
778
782
784
7
7
0
7
7
0
764764
764764 7
6
4764 764
764
76
6
7
6
6 76876
8
772
772774
776
778
7507
6
0
75275475675
6
756758762764766
76
0
7607
6
0
760
752
75
4
754
756756
756
756
758758
758758 754
7
5
4 750760
760760
760760760760
7487527547567587547567567587
5
8
74
0740 740
75
0
738
738
742744
746752750
7507427
4
4
746748
748752
752754
754756
75675875875076077074
6
748
752
7547567
5
8
7
6
2764766768772774776
736
734
736
734
7
3
2
7
3
2734736746 744750748
748
CHECK SHOT741.67
2000
CHECK SHOT736.46
2047
2114763.54FLY 2114 60D /RX
CHECK SHOT776.16
2115
2120777.54FLY 2120 60D /RX
CHECK SHOT774.11
2121
FDCAPPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)S 36°33'03" E 868.58'N 6
1
°
5
9
'2
4
"
W
6
3
7
.
1
7
'N 03°29'36" E 703.31'S 36°33'03" E 868.58'ASPHALT
PAVEMENT
ASPHALT
PAVEM
E
NT
EX C&G (TYP)
EXISTINGBUILDING
ASPHALTPAVEMENT
GRAVELSTONE WALL REMNANTS(ON SITE)STONE WALL REMNANTS(ON SITE)EX FH (TYP)
COMCASTUTILITY VAULT
(3X) 32" x 42" CMP @ 1.50%
EX. INLETINV IN = 732.23
EX. OUTLETINV. OUT = 730.72
EX 12" x 12" x 8" TEEW/ 1 - 12" & 1 - 8" GV
EX 12" WATER MAIN(SHOWN APPX.)
EX FH
CONC RAMP
EX SMHRIM = 738.10
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX 8" WATER LINE
(APPX PER SITE PLAN 1995)
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX FH(APPX PER SITE PLAN 1995)
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX FENCE
EX C&G (TYP)
EX EG (T
Y
P)
EX EG (TYP)
EX 20' FCSA ESMT(APPX PER SITE PLAN 1995
& DB843-PG976)
EXISTINGBUILDING EX 10' DRNG & UTIL ESMTEX SMHRIM = 758.67
EX SAN S
E
W ES
MT
INST# 060020672EX DRAN ES
MT
DB-842 P
G-1124EX SMH
RIM = 754.56
EX DRAN
E
S
M
T
DB-842
P
G-1124
EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 8" WA
T
E
R
M
AI
N
(APPX F
R
O
M
R
E
C
O
R
D
S
&
GI
S
)
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESM
T
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)
EX EP (TYP)
EX EP (TYP)
32
22
23
31
43
13
53
52
11
51
EX1
A
CO1
B
CO3
C
50' OPEN C
U
T
INSTALLATI
O
N
PVMT REST
O
R
A
TI
O
N
6' HIGH OPAQUE FENCE(SEE DET, CS4501)
ROLL-UPDOCK DOOR (TYP)54'OVERHEAD DOOR OVERHEAD DOOR
OVERHEAD DOOROVERHEAD DOORMAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
ROLL-UPDOCK DOOR (TYP)
ROLL-UPDOCK DOOR (TYP)
62
R21
R27
R45
R32
44
R22
R1
41 42
3.1
2
3
1
R25
60
61
12
21
SWM ES
M
T
PROP STOP SIGN& 24" STOP BAR
STEPS, TYP(SEE ARCH PLANS)
SW
M
E
S
M
T
SWM ESMT
SWM ESMT
SWM ESMT
SWM ESMTS
W
M
E
S
M
T
SW
M
E
S
M
T SWM ESMTNE
W
T
R
E
E
L
I
N
E
(TY
P
)
N
EW
T
R
E
E
L
I
N
E NEW TREELINENEW TREELINENEW TREELINENEW TREELINEN
EW
T
R
E
E
L
I
N
E
PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.5029,920 SFSPRINKLERED
PR CANOPY11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'520.0'520.0'WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
F
R
E
D
W
A
T
E
R
OW
N
E
D
P
R
I
V
A
T
E
PR 20'FW ESMT
R7
24
TD2TD1
R35
R6
R15
R3
R12
R11
R4
R5
R14
R2
R13
R23
R26
R24
R34
R44
R31
R33
R42
R41
162' TRENCH DRAIN @ 1.0%GRATE ELEV=762.35
P
R
.
2
0
'
FW
E
SM
T
A1PROP 4" DOUBLE YELLOW STRIPING 7'FINAL PAVEMENT MARKING TO BECOORDINATED WITH ARCHITECTURAL PLANS
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
CO2
750750
760 760760 760760760760760760760760760742742 744744 746746 748748 752752 754754 756756758 758758758758758762762762760 762750752754756758
7
6
0760 7627
6
276075
8758
75
0752754756
7
5
4
756750752750752754756750748
752754762764764764774 7587587587587587587587587587507507607707527527547547567567587627647667687687687727507487527547567547567567567567587547567
5
0
7
4
8
7
5
2
7
5
2750760752754756758 7607587621.
3
%
1.
3
%1.3%1.3%1.7%1.6%
1.5%
1.6%
1.5%1.3%1.3%1.0%1.7%1.7%1.1%1.1%1.7%1.4%1.1%2.0%2.4%1.0%1.4%1.0%2.3%
1.
3
%746746748748748748748458.5IP
IP
IP
IP
IP
IP
IP
OP
OP
OP
OP
B/M
B/M
B/M
SSF
IP
To Str. 24
DA = 0.58 Ac.
Roof To Str. R38
DA = 1.05 Ac.
Roof To Str. R27
DA = 0.85 Ac.
Roof To Str. 44
DA = 0.74 Ac.
Roof To Str. 23.2
DA = 0.69 Ac.
To FLUME
DA = 0.50 Ac.
To Str. 42
DA = 0.52 Ac.
To Str. 46
DA = 0.45 Ac.
To Str. 52
DA = 0.24 Ac.
To Str. 53
DA = 0.25 Ac.
To Str. 14
DA = 0.16 Ac.
To Bio-Ret "B"
DA = 0.37 Ac.
To Str. 22
DA = 0.05 Ac.
To Str. 36
DA = 0.31 Ac.
To Str. 31
DA = 0.27 Ac.
To Str. 23
DA = 0.07 Ac.
To Str. 61
DA = 0.23 Ac.
To Str. 60
DA = 0.23 Ac.
To Str. 13
DA = 0.09 Ac.
Un-Detained
IP
IP
OP
TYP
PS
TYP
PS Roof To Str. R31
DA = 0.16 Ac.
To FLUME
DA = 0.13 Ac.
To FLUME
DA = 0.12 Ac.
Roof To Str. R45
DA = 0.47 Ac.
ADD FILTER SOCKS FOR INLET PROTECTION
IF REQUIRED BY E&S INSPECTOR.
FD
C
MECHRM
FH
FH
FH
EX. SAN LATL TO BE REMOVEDCUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
EX. SAN LATL TO BE REMOVEDCUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
12.0'
12.0'
CONTRACTOR TO COORDINATESANITARY CONNECTION & C.O. LOCATIONWITH ARCHITECTURAL PLANS
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2201.dwg PLOTTED: 7/25/2024 4:56 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS2202
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL PLAN PHASE 2 -SOUTH CS2201
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.10613.07 STORM DRAIN
INLET PROTECTION IP SOIL STABILIZATION
BLANKETS AND MATTING B/M3.36
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE 3.20 ROCK CHECK DAMS CD
3.05 SUPER SILT FENCE SSF 3.32 PERMANENT SEEDING PS PS
LIMITS OF DISTURBANCE LOD
CRITICAL SLOPES3.08 CULVERT INLET
PROTECTION CIP
3.18 OUTLET PROTECTION OP
7607
6
0760760
760760
76
0770780790
758758
758758758762764766768772774776778782784786788792794796
76076076
0770780790790790
756
758
758
758762764766768772774776778782784786788 760
760762762770
780790
7
6
2
76276
4
76476
6
766766766
768
768
77
2
774
776
778782784786786
78
6788
760770780790758762764766768772774776778782784786788
792794796
770
780
790
766
768
772
77
4
776
778
782784786788792
784760760
760760
760760
770
780
790
762764766768772774
7
7
6
778782784786788792794 770780
790
764766768772774776776776
778
782784786
78
8
770780
768772774776778782784
786788788
780772774776
778
778778
782
CHECK SHOT774.11
2121
2125778.61FLY 2125 60D
CHECK SHOT772.04
2126
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)
S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'
S
7
7
°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'N 12°11'45" E 135.00'N 12°11'44" E 831.35'WATER TANK
CHAINLINK FENCE
GATE
E
X
G
R
A
V
E
L
R
O
A
D
ASPHALTPAVEMENT
EX WV (2)(OFF SIT
E)
STONE
W
ALL
R
E
M
N
A
N
T
S
(OFF SIT
E)
STONE
W
A
L
L
R
E
M
N
A
N
T
S
STONE WALLREMNANTS CROSS ⅊
STONE WALL REMNANTSCONTINUES OFFSITE
15" CULVERT
INV IN = 765.90INV OUT = 765.51
EX RET WALL
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
FHEX 10' SLOPE / DRAN ESMTINST# 060020675
EX 20' DRAN ESMTINST# 060020675
EX 10' SLOPE / DRAN ESMTINST# 060020675
EX 30' ACCESS ESMT (SEE ALTA)INST# 060020675
252.0'
R38
5857
53
54
55
C
CO5
6' HIGH OPAQUE FENCE(SEE DET, CS4501 & CS7500)
ROLL-UPDOCK DOOR (TYP)
OVERHEAD DOOR
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
201
20263
59
56
SWM ESMT
SWM ESMTNEW TREELINENEW TREELINE
NEW TREELINE
OFFICEAREA
±3,000 SF
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
NEW SWING GATE LOCATION(CONTRACTOR TO REUSE EX GATE)12' D/W
26' FCR36
R35
R37
R34
SWM ESMT
SWM ESMT
SWM ESMT
CATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"
WALL DRAIN TILE FROM ARCHITECTURAL PLANSTO TIE INTO RD PIPING
CO4 760760760758758762764
764766766
766766768762
764
766
760758762762762
764764
766766
768
76077078078078075876276476676877277477677876077078075876276476676877277477677878278
4784
784786770
780
762764766768
772774776778
782784786786786 770
768772
764
7
6
4
7
6
6
766
766 766766766
768
768
770
768
772774
774784786786786786 780 778
782782
782 780774774774774
774776776776
776776778778778778778778778772772
772
774
768
766
766
768
768
768
768760
758762
76
4
7
6
6
7
6
8
758760758
762 764
762 764764 766
758758758
758
760
758
758
762764
65 59EX
1.3%1.7%1.6%76076
276276
2764
760760
7
6
0
7
6
2
76
2
7
6
2
760770 7667
6
6
7
6
8
768
7
6
8
IP
IP
IP IP IP
IP
IP
OP
OP
OP
B/M
B/M
TYP
SSF
CD
PS
CIP
Roof To Str. R38
DA = 1.05 Ac.
To Str. 53
DA = 0.25 Ac.
To Str. 59
DA = 0.28 Ac.
To Flume
DA = 0.07 Ac.
To Str. 57
DA = 0.29 Ac.
To Str. 56
DA = 0.07 Ac.
To Str. 76
DA = 0.28 Ac.
To Str. 58
DA = 0.41 Ac.
To Str. 55
DA = 0.41 Ac.To Str. 212
DA = 18.90 Ac.
TYP
PS
TYP
PS
ST1
CE
To FLUME
DA = 0.13 Ac.
Un-DetainedSheet Flow
DA = 0.14 Ac.
To Flume
DA = 1.06 Ac.
REPLACE EX CULVERT
& MAINTAIN POSITIVE
DRAINAGE
FH
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2201.dwg PLOTTED: 7/25/2024 4:56 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS2201 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL PLAN PHASE 2 -NORTH CS2202
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.10613.07 STORM DRAIN
INLET PROTECTION IP SOIL STABILIZATION
BLANKETS AND MATTING B/M3.36
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE 3.20 ROCK CHECK DAMS CD
3.05 SUPER SILT FENCE SSF 3.32 PERMANENT SEEDING PS PS
LIMITS OF DISTURBANCE LOD
CRITICAL SLOPES3.08 CULVERT INLET
PROTECTION CIP
3.18 OUTLET PROTECTION OP
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2500.dwg PLOTTED: 7/25/2024 4:56 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL DETAILS CS2500
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061SUPER SILT FENCE
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2500.dwg PLOTTED: 7/25/2024 4:57 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL DETAILS TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061CS2501
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS2500.dwg PLOTTED: 7/25/2024 4:57 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT CONTROL DETAILS CS2502
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061TEMPORARY SEDIMENT BASIN
N.T.S.
SOURCE: VAESCH PLATE NO 3.12-1
SECTION A-A ISOMETRIC
PLAN VIEW
TOP STIFFENER (IF REQUIRED)IS X X ANGLE WELDED TO TOP AND ORIENTED PER-PENDICULAR TO CORRUGATIONS.
TOP IS GAGE CORRUGATED METAL OR 1/8" STEEL PLATE.PRESSURE RELIEF HOLES MAYBE OMMITTED, IF ENDS OFCORRUGATIONS ARE LEFT FULLYOPEN WHEN THE TOP ISATTACHED.
CYLINDER IS GAGE CORRUGATEDMETAL PIPE OR FABRICATED FROM1/8"
NOTES:
1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER.
2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER.
STEEL PLATE.SOURCE: USDA-SCSPLATE. 3.14-10SOURCE: VA. DSWC PLATE. 3.14-5
PLAN VIEW
PROFILE ALONG CENTERLINE
CROSS-SECTION AT CONTROL SECTION
SOURCE: USDA-SCS PLATE. 3.14-9
1992 3.14
PLATE. 3.14-7
H = HEAD ON PIPE THROUGH EMBANKMENT
h = HEAD OVER RISER CREST
L = LENGTH OF PIPE THROUGH EMBANKMENT
D = DIAMETER OF PIPE THROUGH EMBANKMENT
D = DIAMETER OF RISER
p
r
APPROVED PERMIT DRAWINGS
DESIGN ELEVATIONS WITHOUT
EMERGENCY SPILLWAY
DESIGN HIGH WATER
PLATE. 3.14-2
MIN. 3.0'
MIN. 2.0'
(RISER PASSES 25-YR. EVENT)
OURCE: VA. DSWC
Q100 = 38.05 cfs Q100 = 36.31 cfs
Q100 = 36.31 cfsQ100 = 38.05 cfs
Q100X X Q100
ENTRANCE #1 (MCGHEE)
HORZ: 1" = 25' | VERT: 1" = 2.5'
740
745
750
755
760
765
770
740
745
750
755
760
765
770
9+50 752.110+00752.8752.83751.5752.3310+50754.0752.83753.0753.7311+00752.5754.6411+25STA. 10+64.4712" HDPE INV=748.40-2.00%2.00%
3.62%STA 10+00ELEV 752.83STA 11+00ELEV 754.64PVI STA = 10+25PVI ELEV = 752.33A.D. = +4.00K = 6.25
BVCS: 10+12.50BVCE: 752.58EVCS: 10+37.50EVCE: 752.58LP ELEV = 752.45LP STA = 10+25
25' VC
FIN. GRADE
EX. GRADE
ENTRANCE #1 (MCGHEE)
HORZ: 1" = 25' | VERT: 1" = 2.5'
740
745
750
755
760
765
770
740
745
750
755
760
765
770
9+50 752.110+00752.8752.83751.5752.3310+50754.0752.83753.0753.7311+00752.5754.6411+25STA. 10+64.4712" HDPE INV=748.40-2.00%2.00%
3.62%STA 10+00ELEV 752.83STA 11+00ELEV 754.64PVI STA = 10+25PVI ELEV = 752.33A.D. = +4.00K = 6.25
BVCS: 10+12.50BVCE: 752.58EVCS: 10+37.50EVCE: 752.58LP ELEV = 752.45LP STA = 10+25
25' VC
FIN. GRADE
EX. GRADE 7507467487527547567587
5
0
750
760752
75
2
75
4
7
5
4
7
5
6
75875
0
7527507467487529
+
6
6
1
0
+
0
0
1
0
+
5
0
1
1
+
0
0
30'ADT = 59
CG-11 ENT
R
#
1
2' GRVL SHLD 48' TAPER (
4:
1)48' TAPER (4:1)50'R50'R
N
EW
T
R
E
E
L
I
N
E
F
R
E
D
W
A
T
E
R
OW
N
E
D
PR
I
VA
T
E
2' GRVL SHLD
SAW-CUT
&
MATCH P
V
MT
WP-2 LIMIT
CG
-
6
CG-6P
R
.
2
0
'
FW
E
SM
T
PROP 4" DOUBLE YELLOW STRIPING
9
+
6
6
1
0
+
0
0
1
0
+
5
0
1
1
+
0
0
EX EG (T
Y
P)
SOWERS, DONALD G.
USE: INDUSTRIALINST. 050008976
EX 8" WA
T
E
R
M
AI
N
(APPX F
R
O
M
R
E
C
O
R
D
S
&
GI
S
)
L
A
T
(G
I
S
)
5301EP
5301EP
5544EP
5244EP
5346EP
5189EP
5485EP
5328CL
5283CL
5233CL
5283CL
4966EP
75
0752754
7
5
4
756 756756756758746748748748748758
758
760
7627627
6
2
76276
4
76476
6
766
9+
6
0
10
+
0
0
10+5
0
11+00
13
13
ADT = 376CG-11 ENTR#2LIGHT POLE TYP
3'
R 3'R92'R
CG-6 TYP CG-2 TYPSAW-CUT &MATCH PVMT
WP-2 LIMIT
RESTOREGRAVEL ROAD
NEW SWING GATE LOCATION(CONTRACTOR TO REUSE EX GATE)
IMPROVEEX PRIVATE 12' D/W *
* EX PRIVATE D/W IS ONLY FOR OCCASIONAL USE BY
FREDERICK WATER TO ACCESS OUT-LOT / WATER TANK.
GATE SHALL BE SECURED UNLESS ACCESS IS
REQUIRED.
25'R12' D/W
26' FCC
G
-
6
C
G
-
6
18' x 2' CONC FLUME(SEE DET, SH CS4501)
9+
6
0
10
+
0
0
10+5
0
11+00
KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
ASPHALTPAVEMENT
EX WV (2)
15" CULVERT
INV IN = 765.90INV OUT = 765.51
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO.,
ZONED: M1USE: INDUSTRIAL FH6664EP
6612EP
6745EP
6584EP
6571LP
6615EP
6655TC 6708TC
6618TC
6777TC
6799TC
6595EP
6563EP
6723EP
6689EP
6669TC
6592TC
76
6
764
766
766766
762
764
762 764764 766
6604HP
65 59EX
76076
276276
2
764
760
760
7
6
0
7
6
2
76
2
7
6
2
6672EP
6732EP
6676EP
6651EP
6704TC
6765TC6684TC
6687TC
6709TC
ENTRANCE #2 (KENTMERE)
HORZ: 1" = 25' | VERT: 1" = 2.5'
755
760
765
770
775
780
755
760
765
770
775
780
9+50 766.210+00766.5766.43765.5765.9310+50764.1766.24763.5766.7411+00761.7767.0411+25
-1.99%
2.00%STA 10+00.16ELEV 766.43STA 10+95.14ELEV 767.14PVI STA = 10+29.83PVI ELEV = 765.83A.D. = +3.99K = 6.27
BVCS: 10+17.33BVCE: 766.08EVCS: 10+42.33EVCE: 766.08LP ELEV = 765.96LP STA = 10+29.80
25' VC
FIN. GRADE
EX. GRADE
STA. 10+76.0736" HDPE INV=762.01ENTRANCE #2 (KENTMERE)
HORZ: 1" = 25' | VERT: 1" = 2.5'
755
760
765
770
775
780
755
760
765
770
775
780
9+50 766.210+00766.5766.43765.5765.9310+50764.1766.24763.5766.7411+00761.7767.0411+25
-1.99%
2.00%STA 10+00.16ELEV 766.43STA 10+95.14ELEV 767.14PVI STA = 10+29.83PVI ELEV = 765.83A.D. = +3.99K = 6.27
BVCS: 10+17.33BVCE: 766.08EVCS: 10+42.33EVCE: 766.08LP ELEV = 765.96LP STA = 10+29.80
25' VC
FIN. GRADE
EX. GRADE
STA. 10+76.0736" HDPE INV=762.01U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS3100.dwg PLOTTED: 7/25/2024 4:34 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTCOMMERCIAL ENTRANCE PROFILES CS3100
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.106100 25'50'
GRAPHIC SCALE 1"=25'
MCGHEE - SIGHT DISTANCE
HORZ: 1" = 30' | VERT: 1" = 3'
735
740
745
750
755
760
765
735
740
745
750
755
760
765
-4+25 -4+00 739.5739.50-3+50739.9739.89740.2740.18-3+00740.5740.54741.1741.08-2+50741.8741.84742.5742.53-2+00743.6743.56744.5744.51-1+50745.6745.57747.0747.03-1+00748.4748.40749.6749.55-0+50750.6750.60751.6751.620+00751.9751.86753.7753.670+50755.1755.06756.2756.221+00757.2757.15757.9757.861+50758.4758.38758.7758.702+00759.0758.98759.2759.242+50759.5759.46759.6759.553+00759.5759.50759.5759.523+50759.5759.50759.5759.484+00 4+25
3.5' HEIGHTOF TARGET
3.5' HEIGHTOF TARGET
3.5' HEIGHTOF EYE
SIGHT DIST
A
N
C
E
L
E
F
T
=
3
9
3'
SIGHT DISTANCE RIG
H
T
=
3
9
5
'
4" CLEARS 36°33'03" E 868.58'3+95
-3+93
-3+00
-2+00
-1+00
0+00POINT OFOBSERVATION
1+00
2+00
3+00
14.50'6.00'McGHEE RD. - RTE-861
60' ROW - 35 MPH (POSTED)
ADT = 630
7
5
0
75275475
6748746744742740
738
738
758760
758
754EX EOPEX GRAVEL SHLD
EX EOP
60.00' ROW22.5'EPEX R/W
EX R/W
POINT OFOBJECT
POINT OFOBJECT
7
5
0
752754756756756758742
744
746
748
750
752
754
756
758
744
742 746
748
74
8 748U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS3150.dwg PLOTTED: 7/25/2024 4:34 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
CJM
02-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 NORTH00 30'60'
GRAPHIC SCALE 1"=30'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTMCGHEE RD - ENTR. SIGHT DISTANCE PROFILE CS3150
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990PIN 43-A
-
1
5
B
GREEN I
N
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
PIN: UNKOWNER: UNK190 KENTMERE CTZONE: M1
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)LAKEVILLE CIRCLE(60' PUBLIC R/W)S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'S 36°33'03" E 868.58'N
6
1
°
59
'
2
4
"
W
6
3
7
.
1
7
'N 03°29'36" E 703.31'S
7
7
°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'EXISTINGBUILDING
MCGHEE RD - RTE 861
60' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
PIN 43-19-65LOKEY ENTERPRISES II, LLCZONED: M1USE: INDUSTRIALINST. 170008743
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298ZONED: RAZONED: M1ZONED:
R
P
ZONED:
M
1
ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING
PIN 43-19-59PERRY FAMILY PARTNERS IV LLCZONED: M1USE: INDUSTRIALINST. 130000701
PIN 43-19-67RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 15A19.18 AC.ZONED: M1INST# 230005983
252.0'179.54' BLDG SB
C
K
104.00' BLDG SBCK
15
3
.
5
1
'
B
L
D
G
S
B
C
K
124.60' BLDG SBCK
24.50' PRK SBCK
PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.50
29,920 SFSPRINKLERED
PR CANOPY
11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'520.0'520.0'WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
786' INTX SPACING
(REQ = 335')TYPE IIIFULL ACCE
S
S
TYPE IIUNSIGN
A
L
I
Z
E
DFULL CR
O
S
S
O
V
E
R428' INTX SPACING(REQ = 335')±387' TO INTXKENTMERE CT ±903' TO INTXMCGHEE RDTYPE IIUNSIGNALIZEDFULL CROSSOVERTYPE IIIFULL ACCESSCATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"310.86' BLDG SBCK245.80' BLDG SB
C
K
119.00' BLDG SBCK
577
.
2
5
'
B
L
D
G
S
B
C
K
CL
2.5'
CG-7
EX 10' THRU LANE
1 12 " SM 12.5A3" BM-25
8" 21B
COMPACTED SUBGRADE
12' PROPOSED WIDENING
EXTEND STONEBASE 1'BEYOND CG-7
2.00%2.08%
ROAD HALF SECTIONMcGHEE ROAD60' R/W - 35 MPH POSTED
(NTS)
PROVIDE SAWCUT EDGE EX EPEX PAVEMENT SECTION
MILL INTO EXISTING PAVEMENT TO A MINIMUMDEPTH OF 1.5" AND OVERLAY WITH FINAL SURFACEMIX TO PROVIDE A SMOOTH LAP JOINT
8' WP-2
30' CL TO R/W
PR EPEX R/WPR SAWCUTEX. ROAD CLSHOWN AT ENTRANCE RETURNS
EX TRAVEL LANE(NO PR IMPROVEMENTS)
30' CL TO R/W
60' RIGHT OF WAY
SEE THE PAVEMENT DESIGN NOTES ON THIS SHEET
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/25/2024 4:34 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 80'160'
GRAPHIC SCALE 1"=80'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTOVERALL GEOMETRIC PLANCS4000
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061(HEAVY DUTY)
ASPHALT PAVEMENT
NTS
2" SURFACE COURSE (SM 12.5A)
5" BASE COURSE (BM25)
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
(LIGHT DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 9.5A)
2" IM 19A
COMPACTED SUBGRADE
4" DENSE GRADED STONE (21B)
CONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
CONCRETE TRANSFORMER PADS
NTS
5" - 4,000 PSI CONCRETE
8" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
6" X 6" W2.9 W.W.F.
(HEAVY DUTY)
CONCRETE PAVEMENT
NTS
7" CLASS A4 CONC
6" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
#5'S @ 12" OC EW
18"X58" DOWELS @ 12" OC
PAVEMENT DESIGN NOTES
1. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG RTE. 861, MCGHEE ROAD, AND ALONG RTE. 869,
KENTMERE CT. SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND
MATCHING CORE SAMPLES REQUIRED PER WP-2 DETAIL
2. THE PROPOSED PAVEMENT DESIGN IS PRELIMINARY, AND THE FINAL PAVEMENT DESIGN WILL BE BASED ON
VDOT APPROVAL OF PAVEMENT DESIGN CALCULATION SUBMITTED USING ACTUAL FIELD CBR VALUES AND
EXISTING PAVEMENT DEPTH FOR CORE SAMPLES ON ROUTES 861 AND 869.
3. FINAL PAVEMENT DESIGN MAY BE REVISED PER GEOTECHNICAL ENGINEERING RECOMMENDATION.
SHOWN BELOW, FOR REFERENCE, IS THE McGHEE RD & KENTMERE CT TYPICAL
ROAD SECTION FROM THE SITE PLAN: "STONEWALL INDUSTRIAL PARK, 11-1988
S 36°33'03" E 868.58'ASPHALT
PAVEMENT
UTILITY PEDESTAL (TYP)
GUY (4)
FWPUTILITY VAULT
ALLG.PWR #1240671
ALLG.PWR #12406
7
2
ALLG.PW
R #1245795ALLG.PWR #1240673
MCGHEE RD - RTE 861
60' R/W, 35 MPH POST
E
D
RURAL COLLECTOR (G
S
-
7
)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
EX SMHRIM = 738.10
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX C&G (TYP)
EX EG (TYP)
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298
EX DRAN
E
S
M
T
DB-842
P
G-1124EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 8" WA
T
E
R
M
AI
N
(APPX F
R
O
M
R
E
C
O
R
D
S
&
GI
S
)
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESMT
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)
EX EP (TYP)
EX EP (TYP)
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
10+0011+0012+0013+0014+00FH
FH
EX. SAN LATL TO BE REMOVED
CUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
EX. SAN LATL TO BE REMOVED
CUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
12.0'
CONTRACTOR TO COORDINATESANITARY CONNECTION & C.O. LOCATIONWITH ARCHITECTURAL PLANS
1111
30'28'30'40'2 TRAILER SPACES30'75'
BLDG
SBCK10'
PKG
SBCK
ADT = 59
CG-11 ENT
R #
1
PR GASSERVICE TAP
FUTURE7.5' X 7.5' CONCTRANS PAD
8'12'2' GRVL SHLD 48' TAPER (
4:
1)48' TAPER (4:1)
HEAVY DUTYASPH PVMT
LIGHT DUTYASPH PVMT
HEAVY DUTYCONC PVMT
60' TYP
12' TYPCG-6CG-2CG-6CG-6CG-6 9' TYP20' TYP 24' TYP 20' TYP3'RIVER ROCK RODENT STRIP(3' WIDTH, 12" DEPTH) TYP 10'
3'14.5'3'5' S/W TYPELEC / COMM UTILITY CONDUITS
50' OPEN C
U
T
INSTALLATI
O
N
PVMT REST
O
R
A
TI
O
N
LIGHT POLE TYP 90°TY
P
HEAVY DUTYCONC PVMT(MATCH FFE)54'OVERHEAD DOOR OVERHEAD DOOR
OVERHEAD DOOROVERHEAD DOORMAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
ROLL-UPDOCK DOOR (TYP)
25'R
25'R90'R50'R5'R150'R50'R50'R25'R5'R
5'R10'
R20'R5'R10'R45
'
R
5'R
60'R25'R5'R
SWM ES
M
TPR GAS SERVICE LINEPROP STOP SIGN& 24" STOP BAR
SW
M
E
S
M
T
SWM ESMT SWM ESMTSW
M
E
S
M
T5' PKG SBCK
5' x 5' CONC STOOP
NE
W
T
R
E
E
L
I
N
E
(T
Y
P
)NEW TREELINENEW TREELINEN
EW
T
R
E
E
L
I
N
E
PR STORAGE BUILDINGFFE = 762.5029,920 SFSPRINKLERED
PR CANOPY
11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'
WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
F
R
E
D
WA
T
ER
OWN
E
D
PR
I
VA
T
E
2' GRVL SHLD
SAW-CUT
&
MATCH P
V
MT
WP-2 LIMIT
WALL LIGHT TYP
CG
-
6
CG-6PR 20'
FW ESMT
162' TRENCH DRAIN @ 1.0%GRATE ELEV=762.35
P
R
.
2
0
'
FW
E
SM
T5' PKG SBCK25' BLDG SB
C
K
25' BLDG SBCK
5' PKG SBCK
CG-2
CG-2
PROP 4" DOUBLE YELLOW STRIPING
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/25/2024 4:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4002
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGEOMETRIC PLAN - STORAGE BUILDINGCS4001
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
S 36°33'03" E 868.58'N 12°11'45" E 135.00'STONE WALLREMNANTS CROSS ⅊
EX RET WALL
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
5'- PRIVATE
OWNED
16+38
14+0015+0016+00
MECHRM
FH
FH 12.0'
22
1111
1212
1010
1111
12
9
252.0'20'24'20' TYP 20' TYP12'14 TRAILER STORAGE SPACES2 TRAILER SPACES60' TYP
14.5'13.5'TYP13.5'RAMP
8 DOCKS55'
70'CG-12BCG-12B
(3) HC SGNS)(3) HC SGNS)25' BLDG SBCK
5' PKG SBCK
PR GAS SERVICE LINECANOPY/PATIO AREA
FUTURE7.5' X 7.5' CONCTRANS PAD12'8 TRAILER SPACES3 TRAILER SPACES3 DOCKSTRAILER STORAGESPACES
HEAVY DUTYCONC PVMT
7.5' X 7.5' CONCTRANS PAD
(W/ BOLLARDPROTECTION)
FUTURE7.5' X 7.5' CONCTRANS PAD
60' TYP
12' TYPCG-6CG-2CG-6CG-2CG-2
CG-69' TYP20' TYP 24' TYP 20' TYP3'RIVER ROCK RODENT STRIP(3' WIDTH, 12" DEPTH) TYP 10'10'10'
HEAVY DUTYASPH PVMT
HEAVY DUTY CONCPVMT
LIGHT DUTYASPH PVMT
LIGHT DUTYASPH PVMT
12'9' TYP5' S/W TYP
5' S/W TYP40'20'90
°
TY
P
90
°
TY
P
ROLL-UPDOCK DOOR (TYP)
OVERHEAD DOOR
RIVER ROCK RODENT STRIP(3' WIDTH, 12" DEPTH) TYP
RIVER ROCK RODENT STRIP(3' WIDTH, 12" DEPTH) TYP
12" RETAINING WALL W HANDRAILCONTRACTOR TO PROVIDEALTERNATE COST FOR 3:1 SLOPE& REMOVAL OF WALL
DOLLY PADHEAVY DUTYCONC PVMT
OVERHEAD DOOR OVERHEAD DOOR
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
ROLL-UPDOCK DOOR (TYP)30'R3'R3'R20'R5'R3'
R
3'R3'
R
3'R3'
R
3'R15'
R
3'R30'R20'R5'
R
STEPS, TYP(SEE ARCH PLANS)
END VDOT STD. CG-6(BEGIN TRANS TO SPILL)
BEGIN MOD C&G(SPILL @ 2.0%)
SWM ESMT
SWM ESMT
SWM ESMT5' PKG SBCK25' BLDG SB
C
K 5' S/W TYPNEW TREELINEPR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
OFFICEAREA±3,000 SF
252.0'520.0'520.0'BEGIN GUTTER PAN(SPILL @ 0.0%)
BEGIN 8" CURB
END 8" CURB
(NOSE DOWN 2' TRANS)
WALL LIGHT TYP
WALL LIGHT TYP LIGHTPOLE(TYP)
LIGHT POLE TYP
6' x 2'PG-4 CONC FLUME
15' x 2' CONCFLUME
PASS-THRUISLAND14'1
6
'
PR TRASHENCLOSURE(SEE DET, CS4501)
25'
B
L
D
G
S
B
C
K
5'
P
K
G
S
B
C
K
7'16'13.5'4 DOCKS 6' x 2'PG-4 CONC FLUME
6' x 2'PG-4 CONC FLUME
FINAL PAVEMENT MARKING TO BECOORDINATED WITH ARCHITECTURAL PLANS
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
WALL DRAIN TILE FROM ARCHITECTURAL PLANSTO TIE INTO RD PIPING
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/25/2024 4:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4003
MATCHLINE CS4001 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGEOMETRIC PLAN - MAIN BUILDINGCS4002
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
PIN 43-A
-
1
5
B
GREEN IN
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)N 12°11'45" E 135.00'N 12°11'44" E 831.35'(OFF SIT
E)
STONE
W
A
L
L
R
E
M
N
A
N
T
S
ZONED:
R
P
ZONED:
M
1
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
FH
14
14
14
14
23
22
12
252.0'18'24'24'20'20'20'9'TYP
24'20'8'TYP 8'TYP20'CG-12BCG-12B
(3) HC SGNS)(3) HC SGNS)25'
B
L
D
G
S
B
C
K
5'
P
K
G
S
B
C
K
CANOPY/PATIO AREA
FUTURE7.5' X 7.5' CONCTRANS PAD
CG-6CG-2CG-6
CG-2
CG-6 TYP
CG-2 TYP
CG-6CG-6
CG-6
CG-610'HEAVY DUTYASPH PVMT
LIGHT DUTYASPH PVMT
LIGHT DUTYASPH PVMT
5' S/W TYP
40'20'CG-2 TYP5' S/W TYP
LIGHT POLE TYP
6' HIGH OPAQUE FENCE(SEE DET, CS4501 & CS7500)
RIVER ROCK RODENT STRIP(3' WIDTH, 12" DEPTH) TYP
MAN DOOR (TYP)30'R87'R
63'R
15'R5'R3'R 15'R25'
R 15'R3'R30'R10'R5'R5'R10'
R
15'R3'R3'R15'R
37'R
3'
R
13'R
30'REND VDOT STD. CG-6(BEGIN TRANS TO SPILL)
BEGIN MOD C&G(SPILL @ 2.0%)
BEGIN VDOT STD. CG-6(END GUTTER TRANS)
SWM ESMT
SWM ESMT5' S/W TYPNEW TREELINEOFFICEAREA±3,000 SF
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
BEGIN GUTTER PAN(SPILL @ 0.0%)
END 8" CURB
(NOSE DOWN 2' TRANS)
WALL LIGHT TYP
14'1
6
'
PR TRASHENCLOSURE(SEE DET, CS4501)
25'
B
L
D
G
S
B
C
K
5'
P
K
G
S
B
C
K
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/25/2024 4:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4003 MATCHLINE CS4004APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGEOMETRIC PLAN - NORTH PARKING LOTCS4003
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'
S 77°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'
GATE
E
X
G
R
A
V
E
L
R
O
A
D
ASPHALTPAVEMENT
EX WV (2)
GUY (2)
15" CULVERT
INV IN = 765.90INV OUT = 765.51
P.E.C.O.#74922
P.E.C.O.#74921
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO.,INC.ZONED: M1USE: INDUSTRIALINST. 190000896 FHEX 10' SLOPE / DRAN ESMTINST# 060020675
EX 20' DRAN ESMTINST# 060020675
EX 10' SLOPE / DRAN ESMTINST# 060020675
EX 30' ACCESS ESMT (SEE ALTA)INST# 060020675
FH
14
14
14
14
13
13
13
13
12 18'24'24'20'20'20'9'TYP
CG-12B(3) HC SGNS)(3) HC SGNS)75' BLDG SB
C
K
25' BLDG SBCK25' BLDG SBCK5' PKG SBCK5' PKG SBCKADT = 376CG-11 ENTR#2CG-6CG-2CG-6 TYP
CG-2 TYP
LIGHT DUTYASPH PVMT
LIGHT DUTYASPH PVMT
CG-2 TYP5' S/W TYP
LIGHT POLE TYP3'R3'R3'R3'R3'R 15'R25'
R 15'R3'R30'R10'R5'R5'R10'R3'R3'R3'R3'R3'R 3'R15'R3'R3'R92'R
SWM ESMT
SWM ESMTCG-2 TYP
CG-6 TYP CG-2 TYP5' S/W TYPNEW TREELINE
NEW TREELINE
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
SAW-CUT &MATCH PVMT
WP-2 LIMIT
RESTOREGRAVEL ROAD
NEW SWING GATE LOCATION(CONTRACTOR TO REUSE EX GATE)
IMPROVEEX PRIVATE 12' D/W *
* EX PRIVATE D/W IS ONLY FOR OCCASIONAL USE BY
FREDERICK WATER TO ACCESS OUT-LOT / WATER TANK.
GATE SHALL BE SECURED UNLESS ACCESS IS
REQUIRED.
25'R12' D/W
26' FCC
G
-
6
C
G
-
6
PASS-THRUISLAND
31' x 2' CONC FLUME(SEE DET, SH CS4501)
18' x 2' CONC FLUME(SEE DET, SH CS4501)NON-SLIP PLATEACROSS FLUME(SEE DET, SH CS4501)
SWM ESMT
SWM ESMT
SWM ESMT
CATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/25/2024 4:35 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4003MATCHLINE CS4002 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGEOMETRIC PLAN - NORTHEAST PARKING LOTCS4004
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
750
7507607
6
0760760
760760
76
0770780790
748
748752754756758758
758758758762764766768772774776778782784786788792794796
76076076
0770780790790790
756
758758
758762764766768772774776778782784786788 760
760762762770
780
7
6
2
76276
476476
6
766766766
768
768
77
2
774
776
778782784786786
78
6
760
760760770780790752754756756756756756758
758758762
762762764766768772774776778782784786788
792794796
74075076076076
0
770
780
790
738
738
742
744746748752752752
754754754756756756
75
8
758758762764
766
768
772
77
4
776
778
782784786788792
740750738
74274474674875275475
4
756 756758 758750750
750760760746748752752
75
2
75
4
7
5
4
754756
7
5
6
7
5
6
758
7587587627627
5
0 7607
4
8
7
5
2
7
5
4 756758762750
760
748748748
752
754
756
758
762
740
74
0750760
770780
742744
746748752754756758
762
764766768
772774776
778
782784
750
744
746
748
752
754
756
758
75
0
760770770
748
7
5
2
75
4
756
758
762
764764764766766768768772772774774770
780
762
764
766
768
768768 772774776
778
782
784
7
7
0
7
7
0
7647647647647
6
4764 764
764
76
6
7
6
6 76876
8
772
772774
776
778
7507
6
0
75275475675
6
756758762764766
76
0
7607
6
0
760
752
75
4
754
7
5
6
756
756
756
758758
758758 754
7
5
4 750760760
760760
760760760760
760
770
780
790
748752754756758762764766768772774
7
7
6
778782784786788792794 770780
790
764766768772774776776776
778
782784786
78
8
770780
768772774776778782784
786788788
754756756 7587
5
8
74
0740 740
75
0
738
738
742744
746752750
7507427
4
474674874875275275475475675675875875076077078074
6
748
752
7547567
5
8
7
6
2764766768772774776
778
778778
782
736
734
736
734
7
3
2
7
3
2734736 7
3
4
734
746
744750748
748
CHECK SHOT741.67
2000
STORM I
N
V
E
R
T
INV=765.5
1
STORM I
N
V
E
R
T
INV=765.90
CHECK SHOT736.46
2047
CHECK SHOT776.16
2115
CHECK SHOT774.11
2121
CHECK SHOT772.04
2126
PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990PIN 43-A
-
1
5
B
GREEN IN
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
PIN: UNKOWNER: UNK190 KENTMERE CTZONE: M1
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)LAKEVILLE CIRCLE(60' PUBLIC R/W)S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'S 36°33'03" E 868.58'N 6
1
°
5
9
'2
4
"
W
6
3
7
.
1
7
'N 03°29'36" E 703.31'S
7
7
°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'EXISTINGBUILDING
MCGHEE RD - RTE 861
60' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)
ADT = 630
PIN 43-19-65LOKEY ENTERPRISES II, LLCZONED: M1USE: INDUSTRIALINST. 170008743
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
ZONED: RAZONED: M1ZONED:
R
P
ZONED:
M
1
ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING FH252.0'
R38
5857
32
22
23
31
43
13
53
52
54
11
55
51
62
R21
R27R45
R32
44
R22
R1
41 42
3.1
2
3
1
R25
201
20263
59
60
61
12
21
56
PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.50
29,920 SFSPRINKLERED
PR CANOPY11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'520.0'520.0'WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
R7
24
TD2TD1
R36
R35
R6
R15
R3
R12
R11
R4
R5
R14
R2
R13
R23
R26
R24
R37
R34
R44
R31
R33
R42
R41
CATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"750750
760 760760760760 760760760760760760760760760760742742 744744 746746 748748 752752 754754 756756 758758758 758758758758758762762762762764764 76
6
766
766766768762
764
766
760758762762762764764766766768
760762
750752754756758
7
6
0760 7627
6
276075
8758
75
0752754756
7
5
4
756750752750752754756760770780780780758762764766768772774776778 76077078075876276476676877277477677878278
4784
784786770
780
762764766768
772774776778782784786786786 770 768772
764
7
6
4
7
6
6
766
766 766766766
768
768
770
768
772774
750748
752754762764764764774774 784786786786786 780 778
782782 782 780774774774774774776776776
776776778778778778778778778772772772
774
768
766
766
768
768
768
768758760
758762
76
4
7
6
6
7
6
8
7587587587587587587587587507507607707527527547547567567587627647667687687687727507487527547567547567567567567587547567
5
0
7
4
8
7
5
2
7
5
2750760752754756758 760758762760758 762 764 762 764764766
758758758 758
760
758
758762764
76076
276276
2764
760760
7
6
0
7
6
2
76
2
7
6
2
760746746748748748748748770 7667
6
6
7
6
8
768
7
6
8
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4100.dwg PLOTTED: 7/25/2024 4:36 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 80'160'
GRAPHIC SCALE 1"=80'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTOVERALL GRADING AND DRAINAGE PLANCS4100
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
760752754756758740750760760
738
738
742
744
746748752
754
756758
7407507427447467487527547567
5
0
750
760752
75
2
75
4
7
5
4
756
7
5
6
758
758762750
760
748748
748
752
754
756
758
762
740
74
0750742744
746748752754
750
744
746
748
752
754
756
758
750752
754
7
5
4
74
0740 740
75
0
738
738
742744
746750
7507427
4
4
746748
748752
752754
754756
75675875875074
6
748
S 36°33'03" E 868.58'ASPHALT
PAVEMENT
UTILITY PEDESTAL (TYP)
GUY (4)
FWPUTILITY VAULT
ALLG.PWR #1240671
ALLG.PWR #12406
7
2
ALLG.PW
R #1245795ALLG.PWR #1240673
MCGHEE RD - RTE 861
60' R/W, 35 MPH POST
E
D
RURAL COLLECTOR (G
S
-
7
)
ADT = 630
EX SMHRIM = 738.10
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX C&G (TYP)
EX EG (TYP)
EX DRAN
E
S
M
T
DB-842
P
G-1124EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESMT
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)
EX EP (TYP)
EX EP (TYP)
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
32
22
23
31
13
11 12" HDPE15" HDPE
15" HDPE12" HDPE 12" HDPEEX1
A
CO1 5' S/W TYP54'OVERHEAD DOOR OVERHEAD DOOR
OVERHEAD DOOROVERHEAD DOORMAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
ROLL-UPDOCK DOOR (TYP)12" HDPE44
12" HDPER1
12" PVC SC
H
-
4
0
3.1
2
3
24" RCP CL III
1
12
21
SWM ES
M
T
PROP STOP SIGN& 24" STOP BAR
SW
M
E
S
M
T
SWM ESMT SWM ESMTSW
M
E
S
M
T
5' x 5' CONC STOOP
NE
W
T
R
E
E
L
I
N
E
(T
Y
P
)NEW TREELINENEW TREELINEN
EW
T
R
E
E
L
I
N
E
PR STORAGE BUILDINGFFE = 762.5029,920 SFSPRINKLERED
PR CANOPY
11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'
WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
F
R
E
D
WA
T
ER
OWN
E
D
PR
I
VA
T
E
R7
24
TD2TD1
R6
R15
R3
R12
R11
R4
R5
R14
R2
R13
12" HDPE 12" HDPE15" HDPE12" HDPE24" R
C
P
C
L
I
I
I
24" RCP CL III
12"
H
D
P
E
12" HDPE
8
"
H
D
P
E
162' TRENCH DRAIN @ 1.0%GRATE ELEV=762.35
P
R
.
2
0
'
FW
E
SM
T
A1
PROP 4" DOUBLE YELLOW STRIPING
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
CO2
FOREBAY B
WET POND FOREBAY
FH
FH
EX. SAN LATL TO BE REMOVED
CUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
EX. SAN LATL TO BE REMOVED
CUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
12.0'
CONTRACTOR TO COORDINATESANITARY CONNECTION & C.O. LOCATIONWITH ARCHITECTURAL PLANS
5654EP
5729EP
5777HP
6250EP
6250EP 6250EP
6250EP
5301EP
5301EP
5544EP
5244EP
5346EP
5189EP
5590EP
5485EP
5874EP 5843EP
5874EP
5843EP
5714EP
5599LP
5788EP
5788EP 5850EP
5850EP
6155EP6170EP 6108EP
5843EP
5961EP
6021EP
6130EP
6170EP
5961EP
5761EP
5727EP
5769CL
5625CL
5803CL
5755CL
5616CL
5328CL
5283CL
5233CL
5283CL
5850EC
5869CL
5987CL
6047CL
6087CL
6002HP
4966EP
6250TC
5800CL 5869LP
750750
760 760760760760742742 744744 746746 748748 752752 754754 756756
758 758758758758758760 762750752754756758
7
6
0760 7627
6
276075
8758
75
0752754756
7
5
4
756
750
748
752
754 7585743HP
76250FF
6035
4R @ 0.54'
5933
6R @ 0.53'76250FF
76250FF
76250FF76250FF
76250FF76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
5839
7R @ 0.59'
5988 59266059758750748752754756
7547567567567567587547567
5
0
7
4
8
7
5
2
7
5
2
6121EP
6086EP6170EP
6115EP
6130EP
6067EP
6021EP
5976EP
5976EP
6061EP
5679EP
5932EP
5906EP
58EC
1.1%2.0%2.4%1.0%1.4%1.0%
2.3%7467467487487487487484975INV
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4100.dwg PLOTTED: 7/25/2024 4:36 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGRADING AND DRAINAGE PLAN - STORAGE BUILDINGCS4101
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061MATCHLINE CS4102
NOTE: FOR WET POND, BIORETENTION AND
CATCH BASIN DETAILS, SEE SHEETS CS9500-9511 TRENCH DRAIN DETAIL
NO SCALE
760
760760770752754756756756756756758
758758762
762762764766768772774776778
76076076
0
770
752752
754754756756
75
8
758762
764
766
768
772
77
4
776
778
750760
770
752754
756
758
762
764766768
772
750760760
760760
760760760760
760
748752754756758762764766
750760770752
7547567
5
8
7
6
2764766768772774776778778CHECK SHOT774.11
2121
S 36°33'03" E 868.58'N 12°11'45" E 135.00'STONE WALLREMNANTS CROSS ⅊
EX RET WALL
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
252.0'CG-12BCG-12BCANOPY/PATIO AREA
R38
43
53
52
54
51 18" HDPE18" HDPE12" HDPEB
CO3
C
CO5
5' S/W TYP
5' S/W TYP40'20'ROLL-UPDOCK DOOR (TYP)
OVERHEAD DOOR
12" RETAINING WALL W HANDRAILCONTRACTOR TO PROVIDEALTERNATE COST FOR 3:1 SLOPE& REMOVAL OF WALL
OVERHEAD DOOR OVERHEAD DOOR
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
MAN DOOR (TYP)
ROLL-UPDOCK DOOR (TYP)
62
12" HDPE12" HDPER21
R27
R45
R32
R22
18" HDPE
41
42
R2524" HDPE24" HDPE12" HDPE59
60
61
STEPS, TYP(SEE ARCH PLANS)
SWM ESMT
SWM ESMT
SWM ESMT5' S/W TYPNEW TREELINEPR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
OFFICEAREA±3,000 SF
252.0'520.0'520.0'R36
R35
R12
R11
R14
R13
R23
R26
R24
R37
R34
R44
R31
R33
R42
R41
24" HDPE12" HDPE12" HDPE12" HDPE18" HDPE
18" HDPE
PR TRASHENCLOSURE(SEE DET, CS4501)7'FINAL PAVEMENT MARKING TO BECOORDINATED WITH ARCHITECTURAL PLANS
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
WALL DRAIN TILE FROM ARCHITECTURAL PLANSTO TIE INTO RD PIPING
CO4
MECHRM
FH
FH 12.0'
5790HP
5790HP
5825EP
5654EP
6155EP6170EP 6108EP
6130EP
6170EP
6170EP
6153EP6170EP
6170EP
6130EP
6170EP
6170EP
6150EP
6170EP
6170EP
6108HP
6108HP
6128EP
6130EP
6170EP
6170EP
6004LP6170EP
6170EP
5755CL
6106CL
6153EP 6150EP
6150EP
5725EP
5850EC
5850EC
6307TC
5879TC
5860TC
5855TC
5947TC
5673LP
5785EP
5665LP
5707HP
5665LP
6022LP
6013LP
6086EP
6108HP
6108HP
6128EP
6013LP
6004LP
6086EP
6220TC 6170EP
760760 760760760760760760760760758758758762762762760758762760750752750752754756760770780758762764766768772774776778760758762764764764 7747745757EP5708EP
5757EP5707EP
5594LP
5594LP
5722HP
76250FF76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
76250FF
5839
7R @ 0.59'
5839 7R @ 0.60'
5839
7R @ 0.60'
5839 7R @ 0.59'
5839
7R @ 0.59'
5850EC
5850EC
5850EC
5790EC758
7587587587587587587587587507507607707527527547547567567587627647667687687687727607587626121EP
86
6130EP
6061EP
5829FC
5857EP 5890TC5840FC
5850EC
5850EC
5850EC
5850EC
5850EC
5725TOP
5725TOP
6240EC
6240EC
5790EC
5786EP
5801EP
6097EC
6163TC
5954EC
6020TC
6035EC
5820EC
6102TC
5786EP
5806EP
5881EC
1.
3
%
1.
3
%1.3%1.3%1.7%1.6%
1.5%
1.6%
1.5%1.3%1.3%1.0%1.7%5755HP
5755HP
5790HP
5790HP
5722EP
5790HP1.7%1.1%1.1%1.7%1.4%1.1%1.0%1.
3
%7604850INV
4975INV458.5U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4100.dwg PLOTTED: 7/25/2024 4:36 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4103
MATCHLINE CS4101 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGRADING AND DRAINAGE - MAIN BUILDINGCS4102
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
76076076
0770780790762764766768772
774
776778782784786788792794796 770780790790790
764766768772774776778782784786788780790772774
776778782784786788
792794796
780
790
77
4
776
778
782784786788792
760760
770
780
790
762764766768772774
7
7
6
778782784786788792794
780
774776
776776
778
782784
CHECK SHOT772.04
2126
PIN 43-A
-
1
5
B
GREEN IN
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)N 12°11'45" E 135.00'N 12°11'44" E 831.35'(OFF SIT
E)
STONE
W
A
L
L
R
E
M
N
A
N
T
S
ZONED:
R
P
ZONED:
M
1
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
252.0'CG-12BCG-12BCANOPY/PATIO AREA
R38
5857
54
55
18" HDPE18" HDPE
18" HDPECO5
5' S/W TYP
40'20'5' S/W TYP
6' HIGH OPAQUE FENCE(SEE DET, CS4501 & CS7500)
MAN DOOR (TYP)
15"
H
D
P
E
18" HDPE 12" HDPE63
59
5618" HDPE
SWM ESMT
SWM ESMT5' S/W TYPNEW TREELINEOFFICEAREA±3,000 SF
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
R37
PR TRASHENCLOSURE(SEE DET, CS4501)
CO4
FH
5825EP
6246EP
64 44EP
6444EP
6617EP
6628EP
6835EP
6130EP
6170EP
6170EP
6004LP6170EP
6130EP
6640EP
6694EP
6701EP
6732EP
6812EP
6782EP
6684EP
6006EP6006EP
6081EP
6532EP
5929EP
6621CL
5879TC
5860TC
5855TC
5947TC
5929EP
5962TC
6145EP
6246EP
6145EP
5673LP
5785EP
6130EP
64 40EP
6295EP
6076EP
6810HP
6637CL 6650CL
6590EP
6620EP
6220TC
6108EP
6170EP
6108EP
6331EP
760760760758758762764766766768762
764
766
762762
764764
766
766
768
76077078078078075876276476676877277477677876077078075876276476676877277477677878278
4
784784786770
780
762764766768
772
774
776
778
782784786786786 770
768772
770
768
772
774
784786786786786
780
778
782782
782 780774 774774774
774776776776
776776778778778778778778778772
772
772
774
76876250FF
76250FF
76250FF
6790EP
6790EP
6179HP
760
758762
76
4
7
6
6
7
6
8
760
758
758
762
764
5829FC
5857EP 5890TC5840FC
5912FC
6240EC5786
5801EP
6163TC6020TC
5806EP
5881EC
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4100.dwg PLOTTED: 7/25/2024 4:37 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4102 MATCHLINE CS4104APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGRADING AND DRAINAGE PLAN - NORTH PARKING LOTCS4103
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061NOTE: FOR WET POND, BIORETENTION AND
CATCH BASIN DETAILS, SEE SHEETS CS9500-9511
7607
6
076076076
0770
758758
758762764766768772
774
776778
76076076
0770780
758
758
758762764766768772774776778782784 760
760 762762770
780
7
6
2
76276
4
76476
6
766766766
768
768
772
774
776
778
7
8
2
784786786
760760
762764766768 770780
764766768772774776776776
778
782784
770780
768772774776778782784
STORM I
N
V
E
R
T
INV=765.5
1
STORM I
N
V
E
R
T
INV=765.9
0
CHECK SHOT772.04
2126
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'
S 77°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'
GATE
E
X
G
R
A
V
E
L
R
O
A
D
ASPHALTPAVEMENT
GUY (2)
15" CULVERT
INV IN = 765.90INV OUT = 765.51
P.E.C.O.#74922
P.E.C.O.#74921
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO.,INC.ZONED: M1USE: INDUSTRIALINST. 190000896 FHEX 10' SLOPE / DRAN ESMTINST# 060020675
EX 20' DRAN ESMTINST# 060020675
EX 10' SLOPE / DRAN ESMTINST# 060020675
EX 30' ACCESS ESMT (SEE ALTA)INST# 060020675
CG-12B58
5' S/W TYP
15"
H
D
P
E12" HDPE201
20263
59
SWM ESMT
SWM ESMT5' S/W TYPNEW TREELINE
NEW TREELINE
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
NEW SWING GATE LOCATION(CONTRACTOR TO REUSE EX GATE)12' D/W
26' FC36" HDPESWM ESMT
SWM ESMT
SWM ESMT
CATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"
TRIPLE 15"RCP CL III
EW-1PC W/STEEL WEIR(SEE DET, SHCS9510
3' WIDE GABIONBASKET OUTFALL
7.5' (W) WEIR
REPLACE EXISTING CULVERT &MAINTAIN POSITIVE DRAINAGE
FOREBAY A
FH
6617EP
6628EP
6835EP
6130EP
6170EP
6004LP6170EP
6130EP
6365EP
6493EP 6744EP
6664EP
6612EP
6745EP
6767EP
6784EP
6640EP
6694EP
6701EP
6732EP
6812EP
6782EP
6684EP
6310EP
6537EP 6767EP
6814EP
6584EP
6571LP
6615EP
6006EP
6532EP
6621CL
6130EP
64 40EP
6295EP
6389CL
6589EP
6643TC
6637CL 6650CL
6655TC 6708TC
6618TC
6777TC
6799TC
6821TC
6821TC
6838TC
6872TC6635TC
6590EP
6620EP 6358EP 6595EP
6563EP
6723EP
6689EP
6669TC
6592TC
6358EP
6328EP
6581EP
6108EP
6331EP
760760760758758762764
76476
6
766
766766768762
764
766
770
768772
764
7
6
4
7
6
6
766
766 766766766
768
768
774 774774774
774776776776
776778778778778772
772
772
774
768
766
766
768
768
768
768760
758
762
764
762 764764 766
758758758
758
760
758
758
762
764
6604HP
65 59EX
76076
276276
2
764
760
760
7
6
0
7
6
2
76
2
7
6
2
770 7667
6
6
7
6
8
768
7
6
8
6672EP
6732EP
6676EP
6651EP
6704TC
6765TC6684TC
6687TC
6709TC
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4100.dwg PLOTTED: 7/25/2024 4:37 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS4103MATCHLINE
CS4102 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGRADING AND DRAINAGE PLAN -NORTHEAST PARKING LOTCS4104
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061NOTE: FOR WET POND, BIORETENTION AND
CATCH BASIN DETAILS, SEE SHEETS CS9500-9511
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4500.dwg PLOTTED: 7/25/2024 4:39 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSITE DETAILS CS4500
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS4501.dwg PLOTTED: 7/25/2024 4:39 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSITE DETAILS CS4501
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061NOT TO SCALE
STOP SIGN - DETAIL
HANDICAP SIGN DETAIL
NOT TO SCALE
STANDARD TRASH ENCLOSURE DETAIL9"8"6"3'-0"7"6"6"2"8"3'-0"6'-6"6"6"
16'-0"
14'-0"
A
6"
6"
6"
A
SCREEN FENCE DETAIL
4" THICK BY 5' WIDE
CONC. SIDEWALK
3-1/2" STAINLESS STEEL
BOLTS INTO CONCRETE
(EACH SIDE)
14" THICK 5' x 6' "SLIP
RESISTANT" STAINLESS
STEEL DIAMOND PLATE
2" WIDE X 14" DEEP LIP IN
CONCRETE
4" THICK BY 5' WIDE CONC.
SIDEWALK
6" THICK CONCRETE CHANNEL
TO ABUT FLUSH AGAINST
PROPOSED CURBING AND
SIDEWALK (TYP)
2' WIDE X 6" DEEP
CHANNEL OPENING
BOTTOM OF CHANNEL TO MATCH
FLOW LINE OF GUTTER PAN OF
PROPOSED CURB AND GUTTER
PEDESTRIAN GRATE OVER FLUME DETAIL
NOT TO SCALE
252.0'54'25'R30'R15'R5'R3'R 15'R3'R3'R
25'R20'R90'R50'R5'R3'
R
3'R3'
R
3'R3'
R
3'R15'
R3'R3'R15'R
37'R
3'
R
13'R
30'R150'R50'R50'R25'R5'R
5'R10'
R20'R5'
R
10'R45
'
R
5'R
60'R25'
R
5'R
PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.5029,920 SFSPRINKLERED
PR CANOPY
11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'520.0'520.0'WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
CG
-
6CG-6PR W/L - A8" DIP CL-52PR. CONNECTION - W/L "A"CUT-IN BY CONTRACTOR12" TEE (1)12"X8" RED (1)12" GV (2) & 8" GV (1)
ADD MJ SOLID SLEEVES (2)
& CL-52 DIP AS NEEDED
FDC PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 8" C900
(PRIVATE FIRE LOOP)
PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 6" C900(PRIVATE FIRE LOOP)16+38
10+0011+0012+0013+0014+0015+0016+00
FH
PR W/L - B 6" C900(PRIVATE FIRE LOOP)10+00
11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00 28+00 29+00
30+0031+0032+00FH
FH
FH
PRIVATE FIRE LINE SHALL CONFORM TO: IFC-2021_903.4 & NFPA-24
(SEE FP / ARCH PLANS FOR INTERIOR FIRE SUPPRESSION)PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'S 36°33'03" E 868.58'N 03°29'36" E 703.31'N 12°11'45" E 135.00'S 36°33'03" E 868.58'EXISTINGBUILDING
EX FH (TYP)
GWP
ALLG.PWR#1245796
MCGHEE RD - RTE 8
6
1
60' R/W, 35 MPH P
O
S
T
E
D
RURAL COLLECTOR
(
G
S
-
7
)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
PIN 43-19-65LOKEY ENTERPRISES II, LLCZONED: M1USE: INDUSTRIALINST. 170008743
EX SMHRIM = 738.10
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX 20' FCSA ESMT(APPX PER SITE PLAN 1995
& DB843-PG976)
PIN 43-19-44AMERICAN BUILDERS& CONTRACTORSSUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298ZONED: M1ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING EX 10' DRNG & UTIL ESMTEX DRA
N
ES
MT
DB-842
P
G-1124
EX DRAN
E
S
M
T
DB-842
P
G-1124
EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESMT
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)
PIN 43-19-59PERRY FAMILY PARTNERS IV LLCZONED: M1USE: INDUSTRIALINST. 130000701
PIN 43-19-44AMERICAN BUILDERS& CONTRACTORSSUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
INST# 060020675
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5000.dwg PLOTTED: 7/25/2024 4:39 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTOVERALL UTILITY PLANCS5000
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
ADT = 59
CG-11 ENT
R #
1
PR GASSERVICE TAP
EX1
A
CO1
6" SDR-35 LAT
6" SDR-35 LAT8
"
SDR
-
3
5
/
2
6
(
PR
I
VA
T
E
)8" SDR-35/26 (PRIVATE)50' OPEN C
U
T
INSTALLATI
O
N
PVMT REST
O
R
A
TI
O
N 54'25'R
25'R90'R50'R5'R150'R50'R50'R25'R5'R
5'R10'
R20'R5'R10'R45
'
R
5'R
60'R25'R5'R
SWM ES
M
TPR GAS SERVICE LINESW
M
E
S
M
T
SWM ESMT SWM ESMTSW
M
E
S
M
T
PR STORAGE BUILDINGFFE = 762.5029,920 SFSPRINKLERED
PR CANOPY
11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'
WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
F
R
E
D
WA
T
ER
OWN
E
D
PR
I
VA
T
E
SAW-CUT
&
MATCH P
V
MT
WP-2 LIMIT
CG
-
6
CG-6PR 20'
FW ESMT
162' TRENCH DRAIN @ 1.0%GRATE ELEV=762.35
P
R
.
2
0
'
FW
E
SM
T
A1
8
"
S
D
R
-
3
5
/
2
6
(
P
R
I
V
A
T
E
)
PROP 4" DOUBLE YELLOW STRIPING
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
CO2
PR W/L - A8" DIP CL-52PR. CONNECTION - W/L "A"CUT-IN BY CONTRACTOR12" TEE (1)12"X8" RED (1)12" GV (2) & 8" GV (1)
ADD MJ SOLID SLEEVES (2)
& CL-52 DIP AS NEEDED1" PET DOMW (PRIV)PR W/L - B 8" C900
(PRIVATE FIRE LOOP)10+0011+0012+0013+0014+00PR W/L - B 6" C900(PRIVATE FIRE LOOP)8" DIP C900 FIRE LINE
CONTRACTOR TO EXTEND FIRE LINE
INTO TO 12" AFF & CAP.
COORD. LOC. WITH FP PLANS
CONTRACTOR TO VERIFY RISER LOCATION
PRIOR TO INSTALLATION 13+0014+0015+0016+0017+0018+0019+0020+0021+00FH
FH
EX. SAN LATL TO BE REMOVED
CUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
EX. SAN LATL TO BE REMOVED
CUT & CAPPED AT MAIN ORPVC SHORTLINER WITHIN MAINPER FW INSPECTOR'S REQ.
8" TEE (1)8" GV (2)
6" RED (1)
12.0'
PR W/L - B 8" C900
(PRIVATE FIRE LOOP)
CONTRACTOR TO COORDINATESANITARY CONNECTION & C.O. LOCATIONWITH ARCHITECTURAL PLANS
S 36°33'03" E 868.58'ASPHALT
PAVEMENT
UTILITY PEDESTAL (TYP)
GUY (4)
FWPUTILITY VAULT
ALLG.PWR #1240671
ALLG.PWR #12406
7
2
ALLG.PW
R #1245795ALLG.PWR #1240673
MCGHEE RD - RTE 861
60' R/W, 35 MPH POST
E
D
RURAL COLLECTOR (G
S
-
7
)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
EX SMHRIM = 738.10
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX C&G (TYP)
EX EG (TYP)
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298
EX DRAN
E
S
M
T
DB-842
P
G-1124EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 8" WA
T
E
R
M
AI
N
(APPX F
R
O
M
R
E
C
O
R
D
S
&
GI
S
)
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESMT
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)
EX EP (TYP)
EX EP (TYP)
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5000.dwg PLOTTED: 7/25/2024 4:39 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS5002
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTUTILITY PLAN - STORAGE BUILDINGCS5001
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061WATER MAIN CONNECTION NOTES:
1. CONTRACTOR SHALL TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S
REQUIREMENTS.
2. CONTRACTOR SHALL INSTALL JOINT RESTRAINTS ON EXISTING MAINS PER CURRENT
FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN.
3. CONTRACTOR SHALL PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE
SHOUT DOWN TIME.
4. CONTRACTOR SHALL HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER
FREDERICK WATER INSPECTOR'S REQUIREMENTS.
5. CONTRACTOR SHALL PREPARE A WATER, AND IF APPLICABLE, FORCED SEWER SHUT
DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT
TIME WORK, EWTC. MAY BE REQUIRED.
6. SCHEDULE SHUT DOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY
FIRE MARSHAL, AND ALL AFFECTED CUSTOMERS AT LEAST SEVEN (7) DAYS IN ADVANCE,
AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.
252.0'
(3) HC SGNS)(3) HC SGNS)PR GAS SERVICE LINEB
CO3
C
CO5
6" SDR-35 LAT6" SDR-35/26 (PRIVATE)6" SDR-35 LAT
12" RETAINING WALL W HANDRAILCONTRACTOR TO PROVIDEALTERNATE COST FOR 3:1 SLOPE& REMOVAL OF WALL30'R3'R3'R20'R5'R3'
R
3'R3'
R
3'R3'
R
3'R15'
R
3'R30'R20'R5'
R
SWM ESMT
SWM ESMT
SWM ESMTPR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
OFFICEAREA±3,000 SF
252.0'520.0'520.0'PR TRASHENCLOSURE(SEE DET, CS4501)7'FINAL PAVEMENT MARKING TO BECOORDINATED WITH ARCHITECTURAL PLANS
CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION
WALL DRAIN TILE FROM ARCHITECTURAL PLANSTO TIE INTO RD PIPING
CO4
W/L "A" TO PR. BUILDING MECH RM.DOMESTIC & FIRE DISTRIBUTION
2" DOMW METER : NEPTUNE T-10 W/R90018" FIRE METER : NEPTUNE PROTECTUS 3
METERS & DOUBLE CHECK DETECTORS / BFP SHALLCONFORM WITH FREDERICK WATER'S CURRENTSTANDARDS AND SPECIFICATIONS OR AS SPECIFIED BYFREDERICK WATER INSPECTORS PRIOR TO INSTALLATION.FHW/BOLL
5'- PRIVATE
OWNED
PR W/L - A8" DIP CL-52FDC
GV
FIRE PUMP TEST HEADER
(SEE MEP)
8" TEE (1)8" GV (2)PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 6" C900(PRIVATE FIRE LOOP)16+38
14+0015+0016+00
MECHRM PR W/L - B 6" C900(PRIVATE FIRE LOOP)FH
10+00
11+0012+0013+0021+0022+0023+0024+0025+0026+0030+0031+0032+00FH
PRIVATE FIRE LINE SHALL CONFORM TO: IFC-2021_903.4 & NFPA-24
(SEE FP / ARCH PLANS FOR INTERIOR FIRE SUPPRESSION)6" RED (1)
12.0'
56.50' OF 16" CASING(ACROSS FW ESMT)
PR W/L - B 8" C900(PRIVATE FIRE LOOP)
CONTRACTOR TO EXTEND WATER & FIRELINEINTO TO 12" AFF & CAP.COORD. LOC WITH MEP & FP PLANS
6" GV
S 36°33'03" E 868.58'N 12°11'45" E 135.00'STONE WALLREMNANTS CROSS ⅊
EX RET WALL
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5000.dwg PLOTTED: 7/25/2024 4:39 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS5103
MATCHLINE CS5101 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTUTILITY PLAN - MAIN BUILDINGCS5002
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
252.0'
(3) HC SGNS)(3) HC SGNS)CO5
6' HIGH OPAQUE FENCE(SEE DET, CS4501 & CS7500)30'R87'R
63'R
15'R5'R3'R 15'R25'
R 15'R3'R30'R10'R5'
R
5'R10'
R
15'
R3'R3'R15'R
37'R
3'
R
13'R
30'RSWM ESMT
SWM ESMTOFFICEAREA±3,000 SF
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
PR TRASHENCLOSURE(SEE DET, CS4501)
CO4
PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 6" C900(PRIVATE FIRE LOOP)FH
26+0027+00 28+00 29+00
30+00PIN 43-A
-
1
5
B
GREEN IN
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)N 12°11'45" E 135.00'N 12°11'44" E 831.35'(OFF SIT
E)
STONE
W
A
L
L
R
E
M
N
A
N
T
S
ZONED:
R
P
ZONED:
M
1
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5000.dwg PLOTTED: 7/25/2024 4:39 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS5002 MATCHLINE CS5004APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTUTILITY PLAN - NORTH PARKING LOTCS5003
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
(3) HC SGNS)(3) HC SGNS)ADT = 376CG-11 ENTR#23'R3'R3'R3'R3'R 15'R25'
R 15'R3'R30'R10'R5'R5'R10'R3'R3'R3'R3'R3'R 3'R15'R3'R3'R92'R
SWM ESMT
SWM ESMTBIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
SAW-CUT &MATCH PVMT
WP-2 LIMIT
RESTOREGRAVEL ROAD
NEW SWING GATE LOCATION(CONTRACTOR TO REUSE EX GATE)
IMPROVEEX PRIVATE 12' D/W *
* EX PRIVATE D/W IS ONLY FOR OCCASIONAL USE BY
FREDERICK WATER TO ACCESS OUT-LOT / WATER TANK.
GATE SHALL BE SECURED UNLESS ACCESS IS
REQUIRED.
25'R12' D/W
26' FCC
G
-
6
C
G
-
6
SWM ESMT
SWM ESMT
SWM ESMT
CATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"PR W/L - B 6" C900(PRIVATE FIRE LOOP)FH
29+00
30+00P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'
S 77°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'
GATE
E
X
G
R
A
V
E
L
R
O
A
D
ASPHALTPAVEMENT
EX WV (2)
GUY (2)
15" CULVERT
INV IN = 765.90INV OUT = 765.51
P.E.C.O.#74922
P.E.C.O.#74921
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
PIN 43-19-44AMERICAN BUILDERS &CONTRACTORS SUPPLY CO.,INC.ZONED: M1USE: INDUSTRIALINST. 190000896 FHEX 10' SLOPE / DRAN ESMTINST# 060020675
EX 20' DRAN ESMTINST# 060020675
EX 10' SLOPE / DRAN ESMTINST# 060020675
EX 30' ACCESS ESMT (SEE ALTA)INST# 060020675
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5000.dwg PLOTTED: 7/25/2024 4:40 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
MATCHLINE CS5003MATCHLINE CS5002 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTUTILITY PLAN - NORTHEASTPARKING LOTCS5004
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
FIRE LINE - 9+50 TO 24+25 (PRIVATE)
HORZ: 1" = 50' | VERT: 1" = 5'
735
740
745
750
755
760
765
770
775
735
740
745
750
755
760
765
770
775
FIRE LINE - 24+25 TO 32+25 (PRIVATE)
HORZ: 1" = 50' | VERT: 1" = 5'
735
740
745
750
755
760
765
770
775
735
740
745
750
755
760
765
770
775
9+75 10+00758.5762.50758.7761.5210+50758.7761.24759.2761.3911+00759.5761.44760.0761.3411+50760.7761.30761.5761.2612+00761.7761.22761.7761.2412+50761.8761.28761.4761.3213+00760.8761.41760.2761.2413+50759.5760.95758.9760.6814+00757.7760.39755.4760.1314+50752.9759.88750.6759.6515+00749.1759.45747.9759.1415+50744.4758.97743.2758.6216+00742.6758.81742.5759.0616+50742.5759.31742.5759.5617+00742.5759.81742.5759.7817+50742.9759.53747.2759.2818+00754.6759.03756.1758.5118+50755.1758.75754.2758.2919+00749.7757.89747.5757.1919+50746.6757.37747.3758.1620+00747.5758.13748.5758.6620+50749.4757.94749.8757.8421+00750.5757.84751.7757.7921+50753.1757.73753.8757.7322+00754.6757.74754.6757.7322+50755.0757.73755.5757.8423+00755.7757.84756.6757.9023+50757.5757.78758.5757.7824+00760.3757.78763.8757.7824+50766.5757.78STA=15+48.01 - 45° BENDSTA=18+11.15 - 45° BENDSTA=18+87.52 - 45° BENDSTA=14+91.64 - 45° BENDSTA=10+39 - 6" TEESTA=17+79.15 - 8" TEE24+00760.3757.78763.8757.7824+50766.5757.78768.4757.7825+00771.6757.89773.4757.8125+50775.9757.95778.2757.9326+00779.5758.39780.8758.8626+50780.8759.70780.7761.2827+00779.7761.35778.8761.2027+50777.9761.20776.5761.2728+00774.4761.38773.3761.4128+50772.0761.32770.6761.2329+00767.1761.22765.2761.2729+50762.6761.29761.5761.2730+00759.9761.34759.7761.3930+50759.4761.45759.3761.4331+00760.4761.33759.2761.2931+50759.3761.24759.3761.1832+00758.9761.1832+25STA=25+70.50 - 45° BENDSTA=26+24.27 - 45° BENDSTA=29+33.24 - 45° BENDSTA=29+47.39 - 45° BENDSTA=29+24.24 - FHYD ASSMPR. 8" C900 - FIRE LINE(PRIVATE)
PR. 6" C900 - FIRE LINE(PRIVATE)MATCH 24+25 (THIS SHEET)MATCH 24+25 (THIS SHEET)PR. 6" C900 - FIRE LINE(PRIVATE)STA=14+08.81 - FHYD ASSMSTA=18+77.92 - FHYD ASSMSTA=22+57.27 - FHYD ASSMREQ. 95% COMPACTED
STRUCTURAL FILL
REQ. 95% COMPACTED
STRUCTURAL FILL
STA = 15+80.0712" HDPE INV=753.79FIN. GRADE
EX. GRADE
EX.
GRADE
FIN. GRADE10+51.50 =8" DIP INV=756.3318" MIN CLEAR
10+88.08 =6" DIP (FH ASSM) INV=756.5020" CLEAR
MECH RM.FF=762.50
18" CLEAR
STA = 18+11.7415" HDPE INV=749.7532" CLEAR
STA = 18+50.276" SDR-35 INV=748.6018" CLEAR
13" CLEAR
STA = 22+12.266" SDR-35 INV=749.8615" CLEAR
STA = 23+74.3918" HDPE INV=752.08STA = 25+15.276" SDR-35 INV=752.2712"CLEAR
19"CLEAR
42" MIN COVER
42" MIN COVER
STA=32+15.21 - 8" X 6" REDUCERSTA=17+83.76 - 8" X 6" REDUCERSTA=10+41 - 8" GVSTA=17+82.15 - 8" GV56.50' OF 16" CASING
(ACROSS FW ESMT)STA=22+60.27 - 8" GVU:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5100.dwg PLOTTED: 7/25/2024 4:40 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
CJM
02-16-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTFIRE LINE PROFILES (PRIVATE) CS5100
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061NOTES:
1. CONNECTIONS TO FREDERICK WATER OWNED FACILITIES,
APPURTENANCES AND PIPING SHALL BE PERFORMED IN ACCORDANCE
WITH FREDERICK WATER'S STANDARDS AND SPECIFICATIONS.
SANITARY EX1 TO CO5 - (PRIVATE)
HORZ: 1" = 50' | VERT: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
9+75 10+00749.7750.710+50749.6751.16750.5749.6811+00750.0749.75749.5749.7911+50751.3751.67751.6756.8912+00755.4757.27756.6758.0112+50754.0757.68752.1757.3413+00751.9757.00748.4756.6613+50747.0756.99747.5757.4914+00747.6757.99748.6758.2914+50749.5757.82750.0757.7215+00751.2757.67752.1757.4015+50753.5757.38754.5757.5916+00755.8757.57755.3757.3816+50755.5757.42756.3757.6917+00757.1757.72757.3757.9017+50757.6757.55758.5757.5418+00760.7757.71763.5757.6718+50765.4757.54767.8757.6019+00770.9757.86773.7757.9319+50776.0759.82776.6761.3320+00 20+25RIM=749.59EX1 - EX. 48" MHINV IN 739.74 (A1)INV IN 741.34 (EX1A)INV OUT 739.54 (EX1B)10+00SANITARY A TO CO 2
HORZ: 1" = 50' | VERT: 1" = 5'
740
745
750
755
760
765
770
740
745
750
755
760
765
770
SANITARY B TO CO 3
HORZ: 1" = 50' | VERT: 1" = 5'
740
745
750
755
760
765
770
740
745
750
755
760
765
770
171.55' - 8" SDR-35/26
@
1
.
5
4
%RIM=758.01A - 48" MHINV IN 747.14 (B)INV IN 747.31 (CO1)INV OUT 746.94 (A1)12+25.31382.68' - 8" SDR-35/26 @ 0.50%RIM=757.48B - 48" MHINV IN 749.26 (C)INV IN 749.26 (CO3)INV OUT 749.06 (A)16+07.99291.01' - 6" SDR-35/26 @ 0.98%RIM=757.87C - 48" MHINV IN 752.10 (CO4)INV OUT 752.10 (B)18+99EX. GRADE
NEW CONNECTION TO BE "KOR-N-SEAL"
EX1 - THE INVERTS HAVE BEEN FIELD VERIFIED AND SHOW A"1.8' DROP" ACROSS THE MH. NEW CONNECTION INVERT SHALLBE 0.2' ABOVE INVERT OUT. BENCH SHALL BE RESHAPED ASSPECIFIED BY THE FREDERICK WATER INSPECTOR.
FIN. GRADE
16" CLEAR
STA=13+79.18 - PR. ELEC DBSTA=16+40.78 - PR GAS LINE47" CLEAR
25" CLEAR
DEPTH OF BURY SHOWN FOR GAS ANDELECTRIC IS ASSUMED WITH 36" COVER.EXACT DEPTHS SHALL BE SPECIFIED BY THEUTILITY OPERATOR DURING CONSTRUCTION.
A MINIMUM OF 18" VERTICAL CLEARANCESHALL BE MAINTAINED BETWEEN THE TOPOF SANITARY SEWER PIPE AND THE BOTTOMOF THE CROSSING GAS AND / OR ELECTRICDUCT BANKS, OR AS OTHERWISE SPECIFIEDBY FREDERICK WATER'S INSPECTOR.
18" MIN CLEAR
STA = 11+05.0412" HDPE INV=747.44STA = 11+66.1524" RCP CL III INV=742.23STA = 17+70.1218" HDPE INV=751.845" CLEAR
ROW
FREDERICK WATER PRIVATE OWNERSHIP
PROVIDE CRADLE CENTERED ABOVESTORM XING AS REQ. BY FREDERICKWATER INSPECTOR
PLACE 10' CONC CAPCENTERED ABOUT STORM XING
53.76'8" SDR-35/26@ 8.11%STA = 10+008" SDR-35 INV=739.74RIM=750.62A1 - 48" MHINV IN 744.30 (A)INV OUT 744.10 (EX1)10+53.76RIM=760.02CO4 - CLEANOUTINV IN 752.67 (CO5)INV OUT 752.67 (C)19+55.57RIM=762.33CO5 - CLEANOUTINV OUT 757.50 (CO4)19+88.5733.00' -6" SDR-35/26@ 14.64%56.57' -
6" SDR-35/26
@ 1.00%
9+75 10+00756.6758.01755.5758.0610+50754.9758.74753.5759.1311+00744.6759.6211+25
61.22' -
6" SDR-35/26
@ 2.60%42.76' -6" SDR-35/26@ 9.59%RIM=758.86CO1 - CLEANOUTINV IN 748.90 (CO2)INV OUT 748.90 (A)12+64.25RIM=759.66CO2 - CLEANOUTINV OUT 753.00 (CO1)12+64.25RIM=758.01A - 48" MHINV IN 747.14 (B)INV IN 747.31 (CO1)INV OUT 746.94 (A1)12+25.31EX. GRADE
FIN. GRADE
STA = 10+56.1612" HDPE INV=750.72STA = 10+88.9812" HDPE INV=754.1916"CLEAR
24"CLEAR
STA=19+63.57 PR ELEC DB14" CLEAR
STA = 19+15.976" DIP INV=753.175"CLEAR
PLACE 10' CONC CAPCENTERED ABOUT WL XING
PLACE 10' CONC CAPCENTERED ABOUTSTORM XING
WATR XING STA. 10+49.686" DIP INV=753.389+75 10+00756.1756.06753.8753.7610+50753.0752.9511+00 11+2573.11' - 6" SDR-35/26
@ 5.00
%RIM=757.48B - 48" MHINV IN 749.26 (C)INV IN 749.26 (CO3)INV OUT 749.06 (A)10+00EX. GRADE
FIN. GRADE
WATR XING STA. 10+126" DIP INV=753.75STA = 10+7012" HDPE INV=754.40RIM=758.45CO3 - CLEANOUTINV OUT 752.92 (B)10+73.1112"CLEAR
PLACE 10' CONCCAP CENTEREDABOUT STORM XING
W/L "A" TO PR. BUILDING MECH RM.DOMESTIC & FIRE DISTRIBUTION
2" DOMW METER : NEPTUNE T-10 W/R90018" FIRE METER : NEPTUNE PROTECTUS 3
METERS & DOUBLE CHECK DETECTORS / BFPSHALL CONFORM WITH FREDERICK WATER'SCURRENT STANDARDS AND SPECIFICATIONS ORAS SPECIFIED BY FREDERICK WATER
INSPECTORS PRIOR TO INSTALLATION.
WATERLINE A - (FREDERICK WATER)
HORZ: 1" = 50' | VERT: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
9+25 9+50 10+00740.0739.610+50741.5743.9747.2611+00748.9753.50749.6758.8211+50749.7759.39751.4759.7012+00753.7759.95756.4760.2012+50758.2760.42759.3760.6113+00759.6760.81760.5760.9713+50760.8761.21761.6761.1114+00762.1761.02761.9760.9814+50761.8760.99761.5761.0315+00761.0761.14760.3761.2515+50759.5761.34759.1761.1716+00759.0761.43758.4762.3316+50 16+75STA=15+92.21 - 45° BENDSTA=15+78.07 - 45° BENDSTA=15+51.57 - FHYD ASSMSTA=16+27.21 - 8" GVPR. 8" DIP CL-52 - W/L "A"
48" MINCOVER
MECH RM.FF=762.50
36" CLEAR
PRIVATEFREDERICK WATER OWNED
FIN. GRADEEX. GRADE
18" MIN CLEARTO CASING
PRIAVTE FIRE LOOP (16" CASING) = 15+94.216" DIP INV=753.65STA=10+15.33 - 11.25° BENDCONNECTION W/L "A" TO EX W/LSTA=10+00 - 12" TEE, 12" GV (2), 12"X8" RED (1)STA=10+04.41 - 8" GVREQ. 95% COMPACTED
STRUCTURAL FILL
RESRAINED JOINTS REQ
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5200.dwg PLOTTED: 7/25/2024 4:40 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
CJM
02-16-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTWATER & SANITARY PROFILES CS5200
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS5500.dwg PLOTTED: 7/25/2024 4:40 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
CJM
02-16-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTWATER & SANITARY SEWER DETAILS CS5500
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.10612 BOLLARD OPTION
4 BOLLARD OPTION
STORM SEWER STR 22 - 32
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
735
740
745
750
755
760
765
770
775
735
740
745
750
755
760
765
770
775
STORM SEWER STR 11-13
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
STORM SEWER STR 201 - 202
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
750
755
760
765
770
775
780
785
790
750
755
760
765
770
775
780
785
790
STORM SEWER STR 1-3 - WET POND OUTFALL
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
STORM SEWER STR 21 - 24
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
735
740
745
750
755
760
765
770
775
735
740
745
750
755
760
765
770
775 10+14.68 = SSWR XING8" SDR-35 INV=745.0912+17.11 = SSWR XING8" SDR-35 INV=746.03STORM SEWER STR 23 - R7
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
10+58.49 = W/L XING6" DIP INV = 753.759+50 757.8757.8210+00758.0758.02755.0754.9910+50744.6744.57742.9742.8911+00742.4742.36742.3742.3111+50742.0742.02742.2742.2112+00741.8741.78742.2742.2112+50742.9742.88744.9744.8713+00RIM=758.8131 - DI-3B (6' RT)INV IN 753.60 (32)INV OUT 753.5012+31.50231.50 - 15" HDPE @ 0.86%RIM=759.0822 - DI-3B (6' LT)INV IN = 751.50 (31)INV IN = 748.50 (23)INV OUT = 748.4010+0036.07 - 15"HDPE @ 3.89
%
9+50 761.5761.4510+00761.6761.57763.4763.4010+50763.5763.49765.1765.1111+00201 - ES-1 (36")INV = 761.3510+0058.40 - 36"
HDPE @ 1.98%RIM=765.55202 - EW-1PC (36")INV OUT = 762.5010+58.40EX GRADE
PR GRADE
9+50 752.9752.8710+00748.8748.75750.9750.9210+50753.2753.20755.1755.1311+00 11+509+50739.9739.95740.3740.3210+00741.2741.20742.3742.2910+50743.4743.44745.6745.6311+00749.2749.19751.1751.0611+50754.0753.96752.3752.3112+00749.9749.88752.2752.1912+50752.3752.34753.9753.9313+00754.2754.17752.9752.8813+50751.6751.65751.6751.6114+001 - ES-1 (18")INV = 741.0010+00194.16 - 24" RCP CL III @ 0.52%RIM=747.952 - 48" MHINV IN = 742.10 (3)INV OUT = 742.0011+94.16155.83 - 24" RCP CL III @ 0.58%RIM=749.503 - 48" MHINV OUT = 747.00INV OUT = 743.0013+49.9911 - ES-1 (12")INV = 747.0010+0039.58 - 12"HDPE @ 3.03%RIM=753.4112 - DI-3B (6' LT)INV IN = 748.30 (13)INV OUT = 748.2010+39.5834.01 - 12"
HDPE @ 0.59%RIM=753.4413 - DI-3B (6' RT)INV OUT = 748.5010+73.5923"CLEARRIM=745.363.1 - EW-1-1213+74.9925.00 - 12"PVC SCH-40@ 12.00%
EX GRADE
PR GRADE
EX GRADE PR GRADE
EX GRADE
PR GRADE
12+89.88 = DUCT BANK XING9+50 748.2748.1710+00757.6757.58758.2758.1610+50757.4757.38755.5755.5211+00753.6753.59752.6752.5811+50752.4752.38750.5750.5012+00747.5747.48748.4748.4012+5021 - ES-1 (15")INV = 747.0010+0036.07 - 15"HDPE @ 3.
89
%RIM=759.0822 - DI-3B (6' LT)INV IN 751.50 (31)INV IN 748.50 (23)INV OUT 748.4010+36.07EX GRADE
31"CLEAR RIM=759.1423 - DI-3B (6' RT)INV IN = 753.80 (R1)INV IN = 750.50 (24)INV OUT = 750.4010+70.0734.00 - 12"HDPE @ 0.88%12+31.50 = STORM XING12" HDPE INV=753.60RIM=758.8332 - DI-3B (6' LT)INV OUT = 753.9012+65.5034.00 - 15"HDPE @ 5.59%
133.93 - 12" HDPE @ 0.75%RIM=756.3624 - DI-3C (8')INV OUT = 751.5012+04.01PR GRADE
9+75 10+00755.8755.81748.7748.7010+50745.5745.48745.4745.4511+00746.2746.24746.5746.4911+50
18" CLEAR
12+53.50 = W/L XING6" DIP INV = 751.6834.00 - 15"HDPE @ 5.59%RIM=759.1423 - DI-3B (6' RT)INV IN = 753.80 (R1)INV IN = 750.50 (24)INV OUT = 750.4010+0013.32 - 12" HDPE @ 1.50%
126.58 - 12" HDPE @ 1.38
%10+13.32 = 45° BEND12" HDPE INV=754.00RIM=761.09R7 - RD C/OINV OUT = 755.7511+39.9010+39.29 = TEE FITTING8" HDPE INV=754.3610+62.90 = TEE FITTING8" HDPE INV=754.6910+85.40 = TEE FITTING8" HDPE INV=755.0011+34.90 = TEE FITTING8" HDPE INV=755.6811+12.40 = TEE FITTING8" HDPE INV=755.375" CLEAR
10' CONC CRADLE(SEE SAN SEWER PROF)10+99.84 = SSWR XING6" SDR-35 INV=748.7711+57.84 = SSWR XING8" SDR-35 INV=747.51WATR XING STA. 11+41.786" DIP INV=753.75U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS6100.dwg PLOTTED: 7/25/2024 4:40 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSTORM SEWER PROFILES----CS6101
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
STORM SEWER STR 51 - 61
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
740
745
750
755
760
765
770
775
780
785
740
745
750
755
760
765
770
775
780
785
STORM SEWER STR 52 - R38
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
STORM SEWER STR 41-TD2
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
740
745
750
755
760
765
770
775
780
740
745
750
755
760
765
770
775
780
STORM SEWER STR 43 - R27
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
STORM SEWER STR 58 - 63
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
740
745
750
755
760
765
770
775
780
785
740
745
750
755
760
765
770
775
780
785
STORM SEWER STR 62 - R45
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
730
735
740
745
750
755
760
765
770
730
735
740
745
750
755
760
765
770
10+17 = SSWR XING6" SDR-35 INV=750.8410+81.56 = SSWR XING6" SDR-35 INV=752.7610+92.32 = SSWR XING8" SDR-35 INV=748.6511+04.31 = W/L XING6" DIP INV = 749.4810+29 = W/L XING6" DIP INV = 750.049+50 765.2765.2110+00763.7763.68761.3761.3410+50758.8758.77758.5758.5211+00758.5758.50759.1759.0611+50761.1761.07763.0762.9612+00765.0764.97767.0766.9612+50770.0769.97773.8773.8213+00776.4776.37777.5777.4713+50778.5778.47779.7779.6614+00781.2781.17782.5782.5314+50782.9782.91782.4782.4315+00781.0780.96779.9779.9315+50779.0779.01777.9777.9116+00777.4777.38776.2776.1916+50775.5775.49774.6774.6217+00772.5772.50766.8766.7717+50764.0763.98762.6762.5818+00761.1761.14760.4760.4118+50759.5759.49759.4759.4219+00759.4759.43759.6759.6419+50760.4760.44760.5760.4520+00760.5760.51760.4760.3820+5051 - ES-1 (24")INV = 748.509+93.07114.68 - 24" HDPE @ 0.52%RIM=757.2552 - DI-7INV IN = 749.20 (53)INV IN = 751.50 (62)INV OUT = 749.1011+07.7582.00 - 24" HDPE @ 0.55%RIM=757.2553 - DI-7INV IN = 749.75 (54)INV OUT = 749.6511+89.7591.70 - 18" HDPE @ 0.60%RIM=757.1154 - DI-3B (8' RT)INV IN = 750.40 (55)INV OUT = 750.3012+81.45158.94 - 18" HDPE @ 0.57%RIM=760.3555 - DI-3B (6' RT)INV IN 751.40 (56)INV OUT 751.3014+40.39203.17 - 18" HDPE @ 0.49%RIM=760.4357 - DI-3B (6' RT)INV IN = 752.00 (58)INV OUT = 751.90 (56)15+03.4347.98 - 18"
HDPE @ 0.63%RIM=760.4358 - DI-3B (6' LT)INV IN = 753.10 (59)INV IN = 753.00 (BIO A)INV IN = 753.50 (63)INV IN = 753.00 (BIO A)INV OUT = 753.0017+06.6087.34 - 15" HDPE @ 1.03%RIM=760.4059 - DI-3B (6' RT)INV IN = 754.10 (60)INV OUT = 754.0017+93.94212.17 - 12" HDPE @ 0.78%RIM=760.4960 - DI-3B (6' LT)INV IN 755.85 (61)INV OUT 755.7520+06.1112.83 - 12"HDPE @ 0.78%RIM=760.5861 - DI-3B (6' RT)INV OUT = 755.9520+18.949+50 756.1756.1510+00755.3755.32754.3754.2910+50753.2753.23752.5752.5011+00752.1752.08751.5751.5011+50750.5750.55750.5750.5012+00749.6749.57749.0749.0212+50748.2748.24747.4747.4013+00747.4747.37748.0747.9913+50748.5748.50749.5749.4714+00751.4751.37753.7753.7014+50755.9755.89757.9757.8615+00758.7758.759+75 10+00750.5750.49751.4751.3910+50752.0752.01752.9752.9311+00753.6753.55753.8753.8411+50 12+009+50 758.8758.7810+00758.5758.51758.5758.4910+50758.5758.48758.5758.5011+00759.7759.73761.5761.5311+50764.3764.28768.2768.1512+00771.4771.36773.9773.9112+50775.9775.8513+00RIM=757.2552 - DI-7INV IN = 749.20 (53)INV IN = 751.50 (62)INV OUT = 749.1010+00114.68 - 24"
HDPE @ 0.52%
87.00 - 18"
HDPE @ 2.01%41 - ES-1 (18")INV = 749.7510+00RIM=756.3042 - DI-3C (6')INV IN = 750.35 (43)INV OUT = 750.2510+38.31RIM=758.4243 - 48" MHINV IN = 752.75 (44)INV IN = 752.75 (R27)INV OUT = 752.2511+62.31RIM=761.2244 - 48" MHINV IN = 757.10 (TD1)INV IN = 757.50 (I-110)INV OUT = 757.0012+69.50RIM=758.4243 - 48" MHINV IN = 752.75 (44)INV IN = 752.75 (R27)INV OUT = 752.2510+009+50 773.5773.4810+00772.1772.10773.3773.3110+50776.0776.02777.5777.5211+0073.85 - 12"HDPE @ 9.48%RIM=766.5863 - DI-3B (6' LT)INV OUT = 760.5010+73.85EX GRADE
PR GRADE
EX GRADE
PR GRADE
EX GRADE
PR GRADE
EX GRADE
PR GRADE
EX GRADE
PR GRADE
EX GRADE
PR GRADERIM=761.8956 - DI-3B (4' LT)INV IN 751.80 (57)INV OUT 751.7014+88.3715.06 - 18"HDPE @ 0.66%11+40.31 = DUCT BANK XING14"CLEAR
10+65.00 = DUCT BANK XING164.78 - 12" HDPE @ 0.50%RIM=762.13R38 - RD C/OINV OUT = 754.0712+51.78RIM=758.42R27 - RD C/OINV OUT = 755.5011+36.35136.35 - 12"
HDPE @ 2.02%
54.00 - 12"
HDPE @ 3.
7
1
%RIM=762.35TD1 - RD C/OINV OUT = 759.1013+23.50162' - CONC TRENCH DRAIN 1.00
%RIM=762.35TD2 - RD C/OINV OUT = 761.2214+85.505"CLEAR
12"CLEARCONC ARCH REQ
11+93.17 = TEE FITTING8" HDPE INV=753.78107.19 - 12" HDPE @ 3.96
%
82.00 - 24" HDPE @ 0.55%
38.31 - 18"
HDPE @ 1.31%12+19.46 = TEE FITTING8" HDPE INV=753.9112+46.78 = TEE FITTING8" HDPE INV=754.0511+66.17 = TEE FITTING8" HDPE INV=753.6511+12.16 = TEE FITTING8" HDPE INV=753.3911+39.17 = TEE FITTING8" HDPE INV=753.529+75760.5760.5110+00759.0759.02757.3757.2810+50756.4756.40755.0754.9511+00 11+50RIM=758.4262 - 48" MHINV IN = 753.60 (R45)INV IN = 753.25 (R38)INV IN = 753.60 (R31)INV OUT = 753.2510+00RIM=760.77R45 - RD C/OINV OUT = 755.9210+92.8492.84 - 12"HDPE @ 2.50%10+28.83 = TEE FITTING8" HDPE INV=754.3210+55.83 = TEE FITTING8" HDPE INV=755.0010+82.83 = TEE FITTING8" HDPE INV=755.66124.00 - 18"
HDPE @ 1.53%12+44.84 = TEE FITTING8" HDPE INV=756.02(CONTRACTOR TO CONFIRM NEEDPRIOR TO CONSTRUCTION)12+27 = TEE FITTING8" HDPE INV=755.3311+99 = TEE FITTING8" HDPE INV=754.2011+74.96 = TEE FITTING8" HDPE INV=753.2521"CLEAR
11+31.35 = TEE FITTING8" HDPE INV=755.4011+07.35 = TEE FITTING8" HDPE INV=754.9210+83.35 = TEE FITTING8" HDPE INV=754.4310+59.35 = TEE FITTING8" HDPE INV=753.9510+35.35 = TEE FITTING8" HDPE INV=753.4610+11.35 = TEE FITTING8" HDPE INV=752.9817"CLEAR
RIM=760.4358 - DI-3B (6' LT)INV IN = 753.10 (59)INV IN = 753.50 (63)INV OUT = 753.0010+00203.17 - 18"
HDPE @ 0.49%
PR RET WALL
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS6100.dwg PLOTTED: 7/25/2024 4:40 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSTORM SEWER PROFILES----CS6102
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS6150.dwg PLOTTED: 7/25/2024 4:41 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSTORM SEWER INLET COMPUTATIONS CS6151
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS6150.dwg PLOTTED: 7/25/2024 4:41 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSTORM SEWER PIPE COMPUTATIONS CS6152
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS6150.dwg PLOTTED: 7/25/2024 4:41 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSTORM SEWER HGL COMPUTATIONS CS6153
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS6500.dwg PLOTTED: 7/25/2024 4:41 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSTORM SEWER DETAILS CS6500
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
750
750
748
748752754756
760
760752754756756756756756
758758762
76274075076076076
0
738
738
742
744746748752752752
754754754756756756
75
8
758758762
764
740750738
7427447467487527547567
5
0
750
760752
75
2
75
4
7
5
4
756
7
5
6
758
7587627
5
0 7607
4
8
7
5
2
7
5
4 756758762750
760
748748
748
752
754
756
758
762
740
74
0750760
770780
742744
746748752754
756
758
762
764766768
772774776
778
782
750
744
746
748
752
754
756
758
75
0
760770770
748
7
5
2
75
4
756
758
762
764
766768768772772774774770
780
764
766
768
768768 772774776
778
782
784
7
7
0
7
7
0
764764
764764 7
6
4764 764
764
76
6
7
6
6 76876
8
77
2
772774
776
778
7507
6
0
75275475675
6
756758762764766
76
0
7607
6
0
760
752
75
4
754
756756
756
756
758758
758758 754
7
5
4 750760760
760
74875275475675874
0740 740
75
0
738
738
742744
746752750
7507427
4
4746748
748752
752754
754756
75675875875076077074
6
748
752
7547567
5
8
7
6
2764766768
736
734
736
734
7
3
2
7
3
2734736746 744750748
748
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)
EXISTINGBUILDING
ALLG.PWR
MCGHEE RD - RTE 8
6
1
60' R/W, 35 MPH PO
S
T
E
D
RURAL COLLECTOR
(
G
S
-
7
)
ADT = 630
EX SMHRIM = 738.10
EX 20' FCSA ESMT(APPX PER SITE PLAN 1995
& DB843-PG976)ZONED: RAZONED: M1KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING EX 10' DRNG & UTIL ESMTEX DRAN
E
S
M
T
DB-842
P
G-1124
EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESM
T
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)54'PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.50
29,920 SFSPRINKLERED
PR CANOPY11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'520.0'520.0'750750
760 760760 760760760760760760760760760742742 744744 746746 748748 752752 754754 756756758 758758758758758762762762760 762750752754756758
7
6
0760 7627
6
276075
8758
75
0752754756
7
5
4
756750752750752754756750748
752754762764764764 7587587587587587587587587507507607707527527547547567567587627647667687687687727507487527547567547567567567567587547567
5
0
7
4
8
7
5
2
7
5
2750760752754756758 76076274674674874874874874875' INACTIVE BUFFER25' INACTIVE BUFFERLANDSCAPE BUFFER ASEE DETAIL, SHEET CS7500FOR PLANTING LAYOUTLANDSCAPE BUFFER PLANTINGS
(FOR PLANTING LAYOUT SEE DETAIL, SHEET CS7500)
PARKING LOT
LANDSCAPED AREA
TYP
25'
V
E
G
.
BU
F
F
E
R
AQUATIC BENCH
SEED MIX A
5,046 SF
SAFETY BENCH
SEED MIX B
2,763 SF
POND INTERIOR
TURF
34,371 SF
POND PERIMETER
TURF
29,971 SF
FH
FH
FH
WET POND
LEVEL 1
BIO-RETENTION B
LEVEL 2
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS7000.dwg PLOTTED: 7/25/2024 4:44 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS7000
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTLANDSCAPE PLAN - SOUTH CS7001
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061BIORETENTION A
TOTAL AREA OF BIORETENTION 2,050 SF
SHRUBS PROVIDED (30" HIGH, 10' O.C.)16
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)92
BIORETENTION B
TOTAL AREA OF BIORETENTION 3,285 SF
SHRUBS PROVIDED (30" HIGH, 10' O.C.)21
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)215
BIORETENTION PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
SHRUBS
CS CORNUS SERICEA RED TWIG DOGWOOD 30" HT. MIN.AS SHOWN 12
IV ILEX VERTICILATA WINTERBERRY 30" HT. MIN.AS SHOWN 5
IH ITEA VIRGINICA 'HENRY'S GARNET'
HENRY'S GARNET VIRGINIA
SWEETSPIRE 30" HT. MIN AS SHOWN 20
HERBACEOUS/PERENNIALS
CE CAREX ELATA 'AUREA'BOWLES GOLDEN SEDGE 1 GAL. CONT.24" O.C.120
EP EUPATORIUM PURPUREA JOE PYE WEED 1 GAL. CONT.24" O.C.67
LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL. CONT.24" O.C.120
7507607
6
0760760
760760
76
0770780790
748752754756758758
758758758762764766768772774776778782784786788792794796
76076076
0770780790790790
756
758758
758762764766768772774776778782784786788 760760762762770
780790
7
6
2
76276
4
76476
6
766766766
768
768
772
774
776
778
7
8
2
784786786
78
6788
760770780790756756756756758
758762764766768772774
776778782784786788
792794796
76
0
770
780
790
754756
75
8
762
764
766
768
772
77
4
776
778
782784786788792
780772774776
778
782784
780
772774776
778
782
784
774
776
778 760760
760760
760760760
760
770
780
790
762764766768772774
7
7
6
778782784786788792794 770780
790
764766768772774776776776
778
782784786
78
8
770780
768772774776778782784
786788788
7607707807567
5
8
7
6
2764766768772774776
778
778778
782
748
STORM I
N
V
E
R
T
INV=765.5
1
STORM I
N
V
E
R
T
INV=765.9
0
APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370ZONED:
R
P
ZONED:
M
1
ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
FHEX 10' SLOPE / DRAN ESMTINST# 060020675
EX 20' DRAN ESMTINST# 060020675
EX 10' SLOPE / DRAN ESMTINST# 060020675
EX 30' ACCESS ESMT (SEE ALTA)INST# 060020675
252.0'
PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED 520.0'520.0'760760760760760760760758758762764
76476
6
766
766766768762
764
766
760758762762762
764764
766766
768
75275075275475676077078078078075876276476676877277477677876077078075876276476676877277477677878278
4784
784786770
780
762764766768
772774776778
782784786786786 770
768772
764
7
6
4
7
6
6
766
766 766766766
768
768
770
768
772774
774774784786786786786 780 778
782782
782 780774774774774
774776776776
776776778778778778778778778772772
772
774
768
766
766
768
768
768
768760
758762
76
4
7
6
6
7
6
8
758758758758770768768768772760758762760758
762 764
762 764764 766
758758758
758
760
758
758
762764
76076
276276
2764
760760
7
6
0
7
6
2
76
2
7
6
2
760770 7667
6
6
7
6
8
768
7
6
8
75' INACTIVE BUFFER25' INACTIVE BUFFER75' INACTIVE BUFFER25' INACTIVE BUFFERLANDSCAPE BUFFER ASEE DETAIL, SHEET CS7500FOR PLANTING LAYOUTLANDSCAPE BUFFER BSEE DETAIL, SHEET CS7500FOR PLANTING LAYOUTLANDSCAPE BUFFER PLANTINGS
(FOR PLANTING LAYOUT SEE DETAIL, SHEET CS7500)
LANDSCAPE BUFFER PLANTINGS
(FOR PLANTING LAYOUT SEE DETAIL, SHEET CS7500)
PARKING LOT
LANDSCAPED AREA
TYP310 LFEXISTING WOODLANDS (50' WIDTH)
TO SATISFY ZONING BUFFER REQUIREMENT
LIMITS OF
DISTURBANCE
FH
BIO-RETENTION A
LEVEL 2
CATCH
BASIN 1
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS7000.dwg PLOTTED: 7/25/2024 4:44 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS7001 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTLANDSCAPE PLAN - NORTH CS7002
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
PROVIDE 3 PLANTS PER 10 LF
(13 DECIDUOUS, 13 EVERGREEN, 13 SHRUBS)
6' HIGH OPAQUE FENCE
SECTION
25'ACTIVE BUFFER
75'INACTIVEBUFFER
100' BUFFER
PROPOSED SITEADJACENT SITE
100' ZONING DISTRICT BUFFER
NO SCALE
PLAN
PROVIDE 3 PLANTS PER 10 LF
(13 DECIDUOUS, 13 EVERGREEN, 13 SHRUBS)
100'
25'ACTIVE BUFFER
75'INACTIVE BUFFER 6' HIGH, OPAQUE FENCE
PROPOSED SITE
ADJACENT PROPERTY
10'5'2.5'2.5'
SHRUB
EVERGREEN TREE
DECIDUOUS TREE
10' MIN WIDTHBUFFERPLANTINGS
10' EX DRAINAGE ANDUTILITY ESMT BUFFERPLANTINGS10' WIDTH
PROP LINE10' EX DRAINAGE &UTILITY ESMT
RODENT STRIP
NO SCALE
3' RODENT STRIP
BUILDING
RIVER ROCK
LANDSCAPE EDGING W/ STAKE,4' OC MIN
12" RIVER ROCK
COMPACTED SUBGRADE
PLAN
SECTION
LANDSCAPE FABRIC
LANDSCAPE EDGING W/ STAKE4' OC MIN
BUILDING
STAKE EDGING
4'U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS7500.dwg PLOTTED: 7/25/2024 4:44 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTLANDSCAPE NOTES AND DETAILS CS7500
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN
ON THE PLANS AND SPECIFICATIONS.
NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH
THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING
AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).
B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.
C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE
ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION.
THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES
THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE
CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME
UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO
LOCATE UTILITIES.
A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR
RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE
OWNER.
DRAINAGE
IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT
CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE
CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR
DRAINAGE SITUATION.
WARRANTY
A. THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE
DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE
PERIOD.
B. BALLED AND BURLAPPED (B&B).
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO
EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK.
2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE
OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER
SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT
SHALL TAKE PRECEDENCE OVER CALIPER.
C. CONTAINER-GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE
MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL
BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE
FOLLOWING
MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT
BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS
SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE,
THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK.
A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION.
B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH
STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND
SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS
SURVIVAL.
INSPECTION
A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH
OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS
A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH
OF THE ROOTBALL.
C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE.
D. APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS.
E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO
ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.
MAINTENANCE OF LANDSCAPING NOTES:
1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS.
3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR.
4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION.
5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER.
GENERAL LANDSCAPING NOTES:
1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.
2. ALL LANDSCAPING SHALL COMPLY WITH SECTION§165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
3. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS.
4. OUTDOOR STORAGE AREAS FOR RVS, BOATS, AND TRAILERS ARE EXEMPT FROM LANDSCAPING REQUIREMENTS (§165-201.10(H)).
SHRUB PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALLOR CONTAINER SIZE
2" OF MULCH
CREATE A SAUCER SHAPEWITH MULCH TO HOLD WATER
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIREBASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY TO PREVENTROOT BALL FROM SHIFTING
PRUNE ONLY DAMAGEDOR DEAD BRANCHES
TREE PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALL
SET TRUNK PLUMB L
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROM
SHIFTING
SECURE GUYS WITH RUBBERHOSE TO TRUNK
PRUNE ONLY DAMAGEDOR DEAD BRANCHES
*(2) 2"x2" WOOD STAKES
SET AT 180° (ALT: STEEL
FENCE POSTS)
C
NOTES:
1.*STAKE ONLY TO PREVENT
WIND TIP OR WHEN PLANTING
ON STEEP SLOPES
2. REMOVE ALL TAGS AND
ROPES FROM BRANCHES AND
ROOT BALL.
PITCH FROM C OF PLANTING AREA
TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER
TOPSOIL
L
PROVIDE EDGE WITHCLEAN, CRISP SEPARATIONBETWEEN MULCHED BED
AND ADJACENT SURFACECONDITIONS
CUT EDGE MINIMUM 4"
BELOW GRADE TO RECEIVEMULCH
TURF, SIDEWALK, OR CURB 2" MIN. MULCH LAYER
NOT TO SCALE
EVERGREEN TREE PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALL
SET TRUNK PLUMB
L
DRIVE STAKES AT AN
ANGLE INSIDE OF SAUCER
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
CREATE A SAUCER SHAPEWITH MULCH TO HOLD WATER
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT BALL FROMSHIFTING
PRUNE ONLY DAMAGED
OR DEAD BRANCHES
C
LANDSCAPE CALCULATIONS:
LANDSCAPED AREA/ OPEN SPACE CALCULATIONS
TOTAL SITE AREA 835,589 SF
LANDSCAPED AREA / OPEN SPACE
REQUIRED 208,897 SF (25%)
LANDSCAPED AREA / OPEN SPACE
PROVIDED 431,478 SF (51.64%)
PARKING LOT LANDSCAPING
PERIMETER LANDSCAPING
PARKING LOT IMPERVIOUS AREA 222,536 SF
REQUIRED PROVIDED
PERIMETER PARKING LOT SHADE TREES
75
(1 PER 2,000 SF
FOR 100, 000
SF + 1 PER
5,000 SF FOR
REMAINDER
75
3' HIGH HEADLIGHT SCREENING YES YES
HEADLIGHT SCREENING
PARKING FRONTAGE LENGTH N/A 1,044 LF
SHRUBS 261 (4' OC)261
INTERIOR LANDSCAPING
TOTAL PARKING LOT AREA 90,413 SF
PARKING SPACES 276 (262 CAR, 14 TRUCK)
REQUIRED PROVIDED
PARKING LOT LANDSCAPED AREA 4,521 SF
(5.00%)
6,387 SF
(7.06%)
INTERIOR PARKING LOT SHADE TREES
28
(1 PER 10
SPACES)
28
PARKING LOT PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 1 1/4" CAL. MIN.AS SHOWN --
OSTRYA VIRGINIANA HOP HORNBEAM 1 1/4" CAL. MIN.AS SHOWN --
QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.AS SHOWN --
QUERCUS COCCINEA SCARLET OAK 1 1/4" CAL. MIN.AS SHOWN --
ZELKOVA SERRATA ' GREEN VASE'GREEN VASE JAPANESE
ZELKOVA 1 1/4" CAL. MIN.AS SHOWN --
TOTAL TREES 103
SHRUBS
BUXUS SEMPERVIRENS COMMON BOXWOOD 3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.--
ILEX X MESERVAE 'BLUE GIRL' & 'BLUE
BOY'BLUE GIRL & BLUE BOY HOLLY 3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.--
JUNIPERUS X PFITZERIANA 'SEA
GREEN'SEA GREEN CHINESE JUNIPER 3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.--
VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.--
TOTAL SHRUBS 261
ZONING BUFFER LANDSCAPING
ZONING BUFFER A
CATEGORY C BUFFER (75' ACTIVE / 25' INACTIVE) - FULL SCREEN
ADJACENT ZONE = RA
LENGTH OF BUFFER 172 LF
REQUIRED PROVIDED
TOTAL PLANTS 52
(3 PER 10 LF)52
DECIDUOUS TREES 18
(1/3 OF TOTAL)18
EVERGREEN TREES 17
(1/3 OF TOTAL)17
SHRUBS 17
(1/3 OF TOTAL)17
6' OPAQUE HEDGE, FENCE, WALL,
MOUND OR BERM YES YES (6' FENCE)
ZONING BUFFER B
CATEGORY C BUFFER (75' ACTIVE / 25' INACTIVE) - FULL SCREEN
ADJACENT ZONE = RP
LENGTH OF BUFFER 966 LF
LENGTH OF EX WOODLANDS (50' WIDTH)-310 LF
LENGTH OF BUFFER TO BE PLANTED 656 LF
REQUIRED PROVIDED
TOTAL PLANTS 197
(3 PER 10 LF)197
DECIDUOUS TREES 66
(1/3 OF TOTAL)66
EVERGREEN TREES 66
(1/3 OF TOTAL)66
SHRUBS 65
(1/3 OF TOTAL)65
6' OPAQUE HEDGE, FENCE, WALL,
MOUND OR BERM YES YES (6' FENCE)
BUFFER PLANT LIST
BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
ACER SACCHARUM SUGAR MAPLE 1 1/4" CAL. MIN.PER
DETAIL --
BETULA NIGRA 'HERITAGE'HERITAGE RIVER BIRCH 1 1/4" CAL. MIN.PER
DETAIL --
LIQUIDAMBAR STYRACIFLUA SWEETGUM 1 1/4" CAL. MIN.PER
DETAIL --
PLATANUS ACERFOLIA LONDON PLANE TREE 1 1/4" CAL. MIN.PER
DETAIL --
TOTAL TREES 84
EVERGREEN TREES
CRYPTOMERIA JAPONICA JAPANESE CRYPTOMERIA 4' HT MIN.PER
DETAIL --
PICEA ABIES NORWAY SPRUCE 4' HT MIN.PER
DETAIL --
PINUS STROBUS EASTERN WHITE PINE 4' HT MIN.PER
DETAIL --
PSEUDOTSUGA MENZIESII DOUGLAS FIR 4' HT MIN.PER
DETAIL --
TOTAL EVERGREEN TREES 83
SHRUBS
ABELIA GRANDIFLORA GLOSSY ABELIA 18" HT. MIN.PER
DETAIL --
CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 18" HT. MIN.PER
DETAIL --
FOTHERGILL GARDENII DWARF FOTHERGILLA 18" HT. MIN.PER
DETAIL --
HAMAMELIS VERNALIS OZARK WITCH HAZEL 18" HT. MIN.PER
DETAIL --
TOTAL SHRUBS 82
NOTES:
1. CONTRACTOR SHALL SELECT AND INSTALL PLANTS BASED ON THE ABOVE PLANTING SUGGESTIONS. NO PLANT
SPECIES SHALL MAKE UP MORE THAN 25% OF ITS RESPECTIVE PLANTING CATEGORY.
2. IF BLUE HOLLY SHRUBS ARE USED, ONE MALE PLANT SHALL BE PLANTED PER 7 FEMALE PLANTS.
3. BUFFER PLANTS SHALL BE PLANTED PER BUFFER DETAIL, SHEET CS7500.
CHECK SHOT741.67
2000
CHECK SHOT736.46
2047
CHECK SHOT776.16
2115
CHECK SHOT774.11
2121
PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)LAKEVILLE CIRCLE(60' PUBLIC R/W)S 36°33'03" E 868.58'N
6
1
°
59
'
2
4
"
W
6
3
7
.
1
7
'N 03°29'36" E 703.31'N 12°11'45" E 135.00'S 36°33'03" E 868.58'EXISTINGBUILDING
EX FH (TYP)
COMCASTUTILITY VAULT
MCGHEE RD - RTE 8
6
1
60' R/W, 35 MPH PO
S
T
E
D
RURAL COLLECTOR
(
G
S
-
7
)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
PIN 43-19-65LOKEY ENTERPRISES II, LLC
ZONED: M1USE: INDUSTRIALINST. 170008743
EX SMHRIM = 738.10
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX 12" WATER MAIN
(SHOWN APPX PER
AVAILABLE RECORDS)
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX 20' FCSA ESMT(APPX PER SITE PLAN 1995
& DB843-PG976)
PIN 43-19-44AMERICAN BUILDERS& CONTRACTORSSUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298ZONED: RAZONED: M1KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING EX 10' DRNG & UTIL ESMTEX SMHRIM = 758.67EX SMH
RIM = 754.56
EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
L
A
T
(G
I
S
)LAT
(G
IS
)
PIN 43-19-59PERRY FAMILY PARTNERS IV LLCZONED: M1USE: INDUSTRIALINST. 130000701
6" SDR-35 LAT
6" SDR-35 LAT
6" SDR-35 LAT54'PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.50
29,920 SFSPRINKLERED
PR CANOPY11,880 SFSPRINKLERED
136.0'220.0'
220.0'136.0'252.0'520.0'520.0'PR. FIRE LANE (TYP)PAINTED YELLOW CURB
D
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FDC
FIREHYDRANT
FIRE HYDRANT D
D
D
D
D
A
C
D
D D
D
D
C
D
A
A
C
D
D
D
D
PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 8" C900(PRIVATE FIRE LOOP)PR W/L - B 6" C900(PRIVATE FIRE LOOP)PR W/L - B 6" C900(PRIVATE FIRE LOOP)FH
FH
FH
PRIVATE FIRE LINE SHALL CONFORM TO: IFC-2021_903.4 & NFPA-24
(SEE FP / ARCH PLANS FOR INTERIOR FIRE SUPPRESSION)U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS8001.dwg PLOTTED: 7/25/2024 4:44 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS8002
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTLIFE SAFETY PLAN - SOUTH CS8001
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
CHECK SHOT774.11
2121
CHECK SHOT772.04
2126
PIN 43-A
-
1
5
B
GREEN IN
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
PIN: UNKOWNER: UNK190 KENTMERE CTZONE: M1
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'
S
7
7
°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'N 12°11'45" E 135.00'N 12°11'44" E 831.35'ZONED:
R
P
ZONED:
M
1
ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
PIN 43-19-44AMERICAN BUILDERS& CONTRACTORSSUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896 FH252.0'
FIRE HYDRANT
PR. FIRE LANE (TYP)PAINTED YELLOW CURB
A
A
DD
C
C
A
D
C
D
A
C
D
PR W/L - B 6" C900(PRIVATE FIRE LOOP)
FH
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS8001.dwg PLOTTED: 7/25/2024 4:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS8001 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTLIFE SAFETY PLAN - NORTH CS8002
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
750
750760760
748
748752754756
758758
760
760760752754756756756756756758
758758762
76276274075076076076
0
770
738
738
742
744746748752752752
754754754756756756
75
8
758758762
764
766
768
740750738
742744746748752754756758 758750750
750760760746748752752
75
2
75
4
7
5
4
754756
7
5
6
7
5
6
758
7587587627627
5
0 7607
4
8
7
5
2
7
5
4 756758762750
760
748748
748
752
754
756
758
762
740
74
0750760
770780
742744
746748752754
756
758
762
764766768
772774776
778
782784
750
744
746
748
752
754
756
758
75
0
760770
748
7
5
2
75
4
756
758
762
764
766
768772774 770
780
766
768
768768 772774776
778
782
784
7
7
0
7
7
0
764764
764764 7
6
4764 764
764
76
6
7
6
6 76876
8
772
772774
776
778
7507
6
0
75275475675
6
756758762764766
76
0
7607
6
0
760
752
75
4
754
756756
756
756
758758
758758 754
7
5
4 750760
760760
760760760760
7487527547567587547567567587
5
8
74
0740 740
75
0
738
738
742744
746752750
7507427
4
4
746748
748752
752754
754756
75675875875076077074
6
748
752
7547567
5
8
7
6
2764766768772774776
736
734
736
734
7
3
2
7
3
2734736746 744750748
748
IRF
IRF
CHECK SHOT741.67
2000
CHECK SHOT736.46
2047
IRF
CHECK SHOT776.16
2115
CHECK SHOT774.11
2121
PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990APPROX FUTURE ROUTE 37 BYPASS
(SHOWN PER AVAILABLE GIS MAPPING)LAKEVILLE CIRCLE(60' PUBLIC R/W)S 36°33'03" E 868.58'N 6
1
°
5
9
'2
4
"
W
6
3
7
.
1
7
'N 03°29'36" E 703.31'S 36°33'03" E 868.58'ASPHALT
PAVEM
E
NT
EXISTINGBUILDING
EX FH (TYP)
GWP
FWP
COMCASTUTILITY VAULT
ALLG.PWR#1245796
ALLG. PWR#1264800
UTILITY VAULT
MCGHEE RD - RTE 8
6
1
60' R/W, 35 MPH PO
S
T
E
D
RURAL COLLECTOR
(
G
S
-
7
)
ADT = 630
PIN 43-19-66RTZ LLC, C/O ZM SHEET METAL, LCSTONEWALL INDUSTRIAL PARKLOT 14A7.9102 AC.ZONED: M1INST# 230005983INST# 240002526
PIN 43-19-65LOKEY ENTERPRISES II, LLCZONED: M1USE: INDUSTRIALINST. 170008743
EX SMHRIM = 738.10
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX 12" WATER MAIN
(SHOWN APPX PERAVAILABLE RECORDS)
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX 20' FCSA ESMT(APPX PER SITE PLAN 1995
& DB843-PG976)
PIN 43-19-44AMERICAN BUILDERS& CONTRACTORSSUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896
PIN 43-19-58SOWERS, DONALD G.ZONED: M1USE: INDUSTRIALINST. 050008976
PIN 43-19-54DLE INVESTMENTS, LLCZONED: M1USE: INDUSTRIALINST. 200019298ZONED: RAZONED: M1KENTMERE CT
-
RTE
86960' R
/W
,
35
MPH
POSTEDRURAL COLLECTOR
(GS
-7
)ADT =
370
EXISTINGBUILDING EX 10' DRNG & UTIL ESMTEX SMHRIM = 758.67
EX SAN S
E
W ES
MT
INST# 060020672EX DRAN ES
MT
DB-842 P
G-1124EX SMH
RIM = 754.56
EX DRAN
E
S
M
T
DB-842
P
G-1124
EX 30' W
A
T
E
R
E
S
M
T
INST# 14009844
EX 10' SL
O
P
E /
D
R
A
N
E
S
M
T
INST# 060020673
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
EX 10' SLOPE / DRAN ESM
T
INST# 060020674
L
A
T
(G
I
S
)LAT
(G
IS
)
PIN 43-19-59PERRY FAMILY PARTNERS IV LLCZONED: M1USE: INDUSTRIALINST. 130000701
PR MAIN BUILDINGFFE = 762.50131,062 SFSPRINKLERED
PR STORAGE BUILDINGFFE = 762.5029,920 SFSPRINKLERED
PR CANOPY11,880 SFSPRINKLERED
WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"750750
760 760760 760760760760760760760760760742742 744744 746746 748748 752752 754754 756756758 758758758758758762762762760 762750752754756758
7
6
0760 7627
6
276075
8758
75
0752754756
7
5
4
756750752750752754756750748
752754762764764764774 7587587587587587587587587587507507607707527527547547567567587627647667687687687727507487527547567547567567567567587547567
5
0
7
4
8
7
5
2
7
5
2750760752754756758 760758762746746748748748748748W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19 W1MH: 19W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3@180MH: 25
SP1-T3@180MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25
0.3
0.30.4 3.5 3.7 3.7 3.7 4.8 6.7 4.3 1.4 1.0 0.5 0.30.4 1.8 2.2 2.6 3.1 7.3 7.1 4.3 1.7 1.4 0.8 0.40.8 1.6 2.1 2.7 3.2 6.9 7.9 5.5 2.3 1.6 0.9 0.5
1.0 0.7 0.6 1.1 1.5 1.7 1.7 1.4 0.2 0.2
2.3 3.0 3.3 3.4 3.5 7.2 7.2 5.3 1.8 1.5 0.8 0.4
5.2 4.7 2.8 1.9 1.5 1.1 0.8 0.5 0.5 0.7 0.8 1.0 1.0 0.9 0.9
4.0 4.4 4.2 3.8 3.6 4.5 7.3 5.9 2.3 1.0 0.6 0.3
3.3 3.3 2.7 2.2 1.8 1.4 1.0 0.6 0.4 0.5 1.2 1.7 2.2 2.5 2.7
5.8 6.3 5.2 4.2 3.7 3.3 3.8 3.6 1.5 0.7 0.5 0.2
2.5 3.0 2.9 2.5 2.1 1.7 1.2 0.7 0.4 0.6 1.4 2.3 3.1 3.9 4.4
7.5 8.0 6.9 4.7 3.9 3.0 2.5 2.6 1.4 0.6 0.4 0.2
1.8 2.8 3.4 2.8 2.3 1.8 1.3 0.8 0.5 0.7 1.6 2.6 3.7 5.5 6.5
7.2 9.3 8.2 5.1 3.8 2.5 1.7 1.6 1.1 0.5 0.2 0.2
1.2 2.6 4.3 3.2 2.3 1.7 1.2 0.8 0.5 0.6 1.7 2.9 4.5 7.3 7.7
6.3 8.0 7.3 4.6 3.4 2.2 1.2 0.8 0.6 0.3 0.1 0.1
1.3 3.8 7.2 6.1 2.5 1.7 1.2 0.9 0.5 0.6 1.7 3.1 4.8 8.5 8.8
7.1 5.9 4.4 3.4 2.2 1.1 0.7 0.5 0.3 0.2 0.1 0.1
1.7 3.5 7.5 6.4 3.3 1.9 1.3 0.9 0.6 0.5 1.6 2.9 4.3 6.9 7.5 5.6
6.6 6.2 5.3 4.2 2.8 1.6 1.3 0.9 0.4 0.3 0.2 0.1
2.1 3.3 8.2 6.9 3.8 2.0 1.4 0.9 0.5 0.5 1.5 2.6 3.8 5.4 6.9 5.6
6.6 6.5 5.7 4.6 3.4 2.3 2.1 1.5 0.6 0.4 0.2 0.1
1.6 3.1 6.9 6.4 3.2 1.8 1.3 0.9 0.5 0.5 1.3 2.9 4.3 5.5 6.3 6.1
6.8 6.6 5.5 4.6 3.7 3.2 3.4 2.1 0.8 0.7 0.3 0.2
1.1 3.1 6.4 4.9 2.4 1.6 1.2 0.9 0.5 0.4 1.3 2.8 4.2 5.4 6.2 6.2
8.1 8.3 6.5 4.9 4.2 4.2 5.5 3.5 1.2 0.9 0.4 0.3
0.7 1.7 3.4 2.8 2.1 1.6 1.2 0.8 0.5 0.4 1.0 2.4 3.6 4.9 6.4 6.8
9.1 10.9 8.0 5.3 4.6 7.6 6.9 4.0 1.6 1.3 0.7 0.4
0.6 1.4 2.2 1.9 1.6 1.3 1.1 0.7 0.4 0.3 0.9 2.1 3.3 5.2 7.9 8.0
7.9 9.4 7.6 5.3 4.8 7.6 7.9 5.2 2.3 1.6 0.8 0.5
0.9 1.3 1.2 1.1 0.9 0.8 0.6 0.4 0.3 0.7 2.1 3.4 5.6 9.2 9.2
6.7 7.9 6.3 5.0 4.6 7.7 7.6 5.3 1.9 1.6 0.8 0.4
0.4 0.6 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.6 1.8 3.1 4.7 7.3 7.6
4.3 6.2 5.4 5.8 4.3 5.6 7.0 5.3 2.0 1.1 0.6 0.3
0.3 0.6 0.8 0.8 0.8 0.7 0.7 0.5 0.3 0.5 1.5 2.5 3.4 5.1 6.3
5.7 8.2 9.2 10.0 9.1 10.1 8.1 5.8 3.8 3.4 4.3 3.9 1.5 0.8 0.5 0.2
0.4 1.0 1.5 1.4 1.3 1.1 1.0 0.7 0.4 0.5 1.1 2.1 2.9 3.7 4.1 3.3
6.8 8.3 8.6 8.1 6.5 4.8 3.6 3.2 4.4 6.2 8.5 10.7 11.9 9.4 8.4 6.7 5.0 3.1 2.5 2.7 2.8 1.5 0.6 0.4 0.2 0.1
0.6 1.3 2.5 2.3 1.8 1.5 1.2 0.8 0.5 0.4 0.8 1.5 2.1 4.7 6.2 8.3 8.1 9.4 8.7 6.8 5.1 4.1 4.3 5.4 7.4 8.7 10.3 8.6 6.5 4.7 3.9 3.6 4.4 5.6 7.2 9.8 11.1 8.6 7.0 5.8 4.3 2.5 1.8 1.7 1.7 1.1 0.5 0.2 0.2 0.1
0.8 1.4 3.5 3.6 2.4 1.7 1.3 0.9 0.6 0.4 0.5 1.1 2.4 4.3 6.1 7.9 9.4 11.2 9.1 6.8 5.7 5.0 4.9 5.3 6.1 7.0 7.8 6.2 4.6 3.9 3.6 3.6 4.4 5.8 9.9 10.2 10.5 10.3 7.2 5.4 3.8 2.2 1.2 1.0 0.8 0.6 0.3 0.1 0.1 0.1
1.0 2.2 5.8 7.1 3.5 1.9 1.4 1.0 0.7 0.3 0.3 0.5 1.5 3.1 4.3 6.0 8.0 8.9 7.6 7.5 9.2 9.2 7.6 5.6 5.2 4.9 4.6 3.8 3.2 3.0 3.0 3.3 4.2 6.6 8.6 10.3 9.8 7.2 5.2 3.5 2.4 1.3 0.7 0.4 0.3 0.2 0.1 0.1
1.7 1.9 5.8 7.0 6.2 2.2 1.5 1.1 0.7 0.3 0.2 0.4 1.1 2.3 3.3 4.2 5.2 6.2 7.2 9.2 9.6 9.3 8.4 6.5 5.0 4.0 3.3 2.6 2.1 2.0 2.2 2.6 3.6 4.7 5.4 4.9 3.7 2.6 2.1 1.4 1.0 0.6 0.3 0.2 0.2 0.1 0.1
1.7 2.3 6.1 7.5 6.7 2.3 1.6 1.1 0.7 0.3 0.2 0.3 0.8 1.6 2.3 3.1 4.1 5.3 6.6 7.6 7.8 7.0 5.4 4.3 3.1 2.4 1.8 1.3 1.0 0.9 1.2 1.6 1.9 1.7 1.9 1.8 2.1 1.9 1.1 0.8 0.5 0.3 0.2 0.1 0.1
1.7 5.1 6.7 5.9 2.1 1.5 1.1 0.7 0.3 0.2 0.2 0.5 1.0 1.3 1.9 2.5 2.9 2.9 3.1 2.6 2.6 1.8 1.4 1.1 0.9 0.6 0.4 0.3 0.3 0.5 0.7 0.7 0.8 1.0 1.2 1.3 1.0 0.6 0.4 0.3 0.2 0.1 0.1
1.7 5.1 6.0 3.2 1.9 1.4 1.0 0.6 0.3 0.1 0.2 0.3 0.3 0.5 0.7 0.9 0.9 1.0 1.3 1.8 1.8 1.5 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.4 0.3 0.2 0.1
1.1 2.8 3.3 2.3 1.7 1.3 1.0 0.6 0.3 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.6 0.8 1.0 1.0 0.8 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.3 0.3 0.2
0.9 1.9 2.0 1.7 1.4 1.1 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2
0.3 0.6 1.1 1.2 1.1 0.9 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1
0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.8 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.3 0.5 0.8 1.1 1.1 1.2 1.0 0.7 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.4 1.0 1.6 1.8 1.7 1.5 1.2 0.9 0.6 0.3 0.1 0.10.2 0.5 1.2 2.5 2.9 2.5 1.9 1.5 1.1 0.8 0.4 0.2 0.10.5 1.0 2.5 4.9 4.9 2.8 1.9 1.4 1.0 0.6 0.2 0.10.6 0.9 2.9 5.7 6.6 6.6 2.4 1.7 1.2 0.8 0.41.2 1.6 4.6 8.0 6.5 3.4 1.9 1.3 0.9 0.52.0 2.8 7.1 6.6 4.3 1.9 1.4 1.0 0.61.7 1.6 4.4 7.1 3.3 2.0 1.4 1.1 0.7 0.41.1 2.3 3.7 2.7 1.8 1.3 1.0
1.2 2.3 2.0 1.4
0.7 1.2
0.8 0.36.7 5.9 4.3 3.4 2.5 1.6 1.2 1.0 0.5 0.24.7 4.2 3.5 2.8 1.9 1.0 0.6 0.4 0.3 0.13.1 3.0 2.7 2.2 1.5 0.7 0.4 0.2 0.2 0.11.9 2.2 2.3 2.0 1.5 0.7 0.3 0.2 0.2 0.2 0.22.9 3.2 3.0 2.5 1.8 1.0 0.5 0.4 0.4 0.4 0.44.3 4.8 4.1 3.3 2.5 1.6 1.0 0.9 0.9 0.9 0.85.5 6.9 5.9 4.2 3.4 2.4 1.5 1.4 1.4 1.3 1.28.2 8.3 5.7 4.3 3.1 2.2 2.1 2.0 1.8 1.79.1 9.5 6.3 4.8 3.8 3.1 3.2 3.1 2.7 2.48.1 7.9 6.0 5.2 5.0 6.8 8.0 7.9 6.8 3.86.2 6.2 5.8 5.8 7.1 8.4 9.6 9.5 7.8 5.64.3 5.0 5.6 6.5 7.5 8.5 8.8 9.0 7.5 6.12.9 3.9 5.2 6.2 7.0 8.4 10.0 10.2 8.1 6.2 3.72.5 3.6 4.6 5.2 6.0 8.8 8.4 8.2 7.9 4.2 2.93.6 4.5 4.9 5.0 4.8 4.4 4.6 4.2 3.2 2.4 2.06.4 5.9 4.8 4.2 3.3 2.6 2.4 2.1 1.7 1.57.7 7.7 5.6 4.2 3.1 2.0 1.7 1.5 1.3 1.19.0 9.6 6.1 4.2 2.9 1.6 1.1 0.9 0.8 0.78.3 8.6 5.7 3.7 2.5 1.2 0.7 0.5 0.4 0.37.0 6.6 4.4 3.0 2.0 0.9 0.4 0.2 0.2 0.14.7 4.5 3.5 2.6 1.8 0.8 0.3 0.2 0.1 0.1 0.13.1 3.1 2.8 2.3 1.6 0.8 0.3 0.1 0.1 0.1 0.11.9 2.2 2.4 2.1 1.6 0.8 0.3 0.1 0.1 0.1 0.13.1 2.9 2.5 1.9 1.0 0.3 0.2 0.1 0.1 0.14.6 3.9 3.2 2.3 1.3 0.5 0.2 0.1 0.1 0.16.5 5.7 3.9 2.8 1.7 0.6 0.3 0.2 0.2 0.27.9 8.3 5.3 3.6 2.3 1.0 0.6 0.6 0.6 0.69.5 9.9 6.3 4.0 2.9 1.7 1.2 1.1 1.1 1.08.2 8.1 5.8 4.1 3.2 2.2 1.8 1.7 1.6 1.46.2 6.3 5.2 4.2 3.5 2.8 2.5 2.5 2.2 2.0 1.84.1 4.6 4.6 4.3 4.0 3.8 4.5 5.1 4.2 3.2 2.52.7 3.5 4.1 4.7 5.3 8.4 8.4 8.8 7.8 5.5 3.53.5 4.6 5.6 6.8 8.8 9.9 10.3 8.0 7.3 4.64.8 6.0 6.9 7.3 9.2 8.8 9.0 8.1 8.2 4.66.6 7.0 7.0 7.4 10.1 9.2 9.7 8.3 7.1 3.78.1 8.7 7.2 6.5 7.0 8.6 8.1 6.8 3.6 2.69.6 11.1 8.1 5.9 4.7 3.8 3.2 2.7 2.2 1.88.9 10.1 8.0 5.8 4.4 3.0 2.3 1.9 1.6 1.4 1.29.0 9.5 7.8 5.9 4.5 2.8 1.7 1.3 1.1 1.0 0.88.0 8.7 7.4 6.0 4.3 2.5 1.2 0.9 0.7 0.6 0.47.5 9.0 7.5 5.5 3.9 2.2 0.8 0.4 0.3 0.2 0.28.4 7.8 5.1 3.5 2.0 0.8 0.3 0.2 0.1 0.19.1 9.0 5.4 3.6 2.3 1.0 0.5 0.3 0.2 0.18.4 8.4 5.6 3.9 2.8 1.8 1.1 0.5 0.3 0.27.4 6.9 5.1 4.0 3.4 2.7 1.8 0.8 0.5 0.35.3 5.2 4.6 4.1 3.9 4.0 2.5 0.9 0.7
3.9
5.7
7.7
8.5
7.3
6.0
3.9
3.8
5.5
7.7
9.7
8.1
6.6
4.5
2.9
1.2
1.0
2.6
4.2
6.2
7.8
7.7
7.0
5.1
3.4
3.2
4.1
5.6
7.1
6.4
4.7
3.6
2.6
1.2
1.2
2.7
4.0
6.3
8.4
9.4
7.5
6.2
4.0
2.5
0.9
1.3
3.0
4.7
6.8
7.8
8.1
7.0
4.9
3.2
2.4
2.8
3.4
3.8
3.5
3.1
2.8
2.1
1.1
1.3
2.4
3.4
4.3
6.1
7.3
6.0
4.5
3.4
2.3
1.0
1.5
3.0
4.4
6.6
8.8
9.4
7.3
5.6
3.7
2.4
2.4
3.8
5.6
7.7
9.0
7.9
7.2
6.1
6.0
1.6
1.8
2.2
2.4
2.3
2.1
1.9
1.4
0.9
1.1
1.9
2.5
3.0
3.6
4.0
3.4
3.1
2.6
1.9
1.0
1.6
2.6
3.6
4.6
6.4
7.0
5.5
4.2
3.2
2.5
2.6
3.6
5.1
7.5
10.1
8.7
7.2
6.6
6.6
6.9
7.4
8.7
8.0
6.9
4.7
3.0
0.6
0.8
1.0
1.1
1.2
1.0
1.0
0.7
0.5
0.8
1.2
1.6
2.0
2.3
2.5
2.3
2.1
1.8
1.3
0.9
1.3
2.1
2.6
3.1
3.7
3.9
3.3
3.0
2.6
2.2
2.4
3.0
3.8
5.2
6.6
6.2
5.3
5.6
5.8
5.7
6.8
8.7
7.8
5.9
4.2
2.9
0.4
0.3
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.5
0.6
0.8
1.1
1.1
1.2
1.1
1.0
0.7
0.5
0.9
1.3
1.7
2.1
2.4
2.5
2.3
2.1
1.8
1.7
1.9
2.3
2.7
3.3
3.7
3.6
3.7
4.5
4.6
4.1
4.4
5.0
4.8
3.9
3.3
0.6
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.6
0.7
0.9
1.1
1.2
1.2
1.1
1.0
1.0
1.1
1.4
1.7
2.1
2.3
2.4
2.6
3.1
3.2
2.9
3.0
3.1
3.1
2.7
2.4
1.0
0.7
0.5
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.7
0.9
1.0
1.1
1.2
1.5
1.6
1.7
1.8
1.9
1.9
1.7
1.5
1.3
1.0
0.8
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.5
0.7
0.8
0.8
0.8
0.8
0.7
0.6
0.6
0.5
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.5
0.5
0.6
0.8
0.8
0.8
0.9
0.9
0.8
0.8
1.6
1.3
1.1
0.8
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.7
1.0
1.1
1.1
1.2
1.2
1.1
1.0
0.9
0.8
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.6
0.6
0.7
0.8
0.9
0.9
0.9
0.8
0.8
0.7
2.1
1.7
1.3
0.9
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.2
1.5
1.6
1.6
1.7
1.6
1.4
1.2
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.1
1.1
1.0
1.0
1.2
1.3
1.3
1.2
1.2
1.2
1.1
1.0
3.0
2.2
1.6
1.2
0.7
0.5
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.5
1.0
1.6
2.0
2.2
2.5
2.5
2.3
1.9
1.6
1.5
1.3
1.3
1.3
1.5
1.6
1.6
1.7
1.7
1.5
1.3
1.4
1.6
1.7
1.7
1.6
1.6
1.7
1.6
1.5
3.5
2.5
1.9
1.4
1.0
0.8
0.8
0.8
0.8
0.8
0.7
0.6
0.5
0.4
0.4
0.4
0.7
1.3
2.1
2.9
4.6
6.7
6.5
6.4
3.2
2.3
1.7
1.4
1.4
1.6
1.9
2.2
2.4
2.5
2.4
2.1
1.8
1.8
1.9
2.1
2.1
2.2
2.2
2.4
2.3
2.0
1.1
1.8
2.7
3.9
7.3
7.2
7.7
6.9
6.4
3.1
2.1
1.6
1.5
1.9
2.6
3.6
6.8
6.6
6.8
4.2
2.5
2.2
2.2
2.5
2.7
3.4
6.3
6.8
6.5
3.7
1.6
2.0
2.3
3.7
4.3
5.5
5.4
6.0
3.5
2.3
1.6
1.5
2.2
3.3
5.6
6.8
7.7
7.3
6.9
3.8
2.7
2.5
2.8
3.5
5.5
6.7
7.6
7.3
6.9
1.4
1.4
1.2
1.3
2.0
2.2
1.7
2.1
1.8
1.6
1.2
1.1
1.3
1.8
3.5
3.9
5.3
5.5
5.9
4.0
2.9
2.3
2.0
2.2
3.8
4.3
1.3
1.1
1.1
1.5
1.7
1.3
0.9
0.7
0.7
0.6
0.5
0.6
0.8
1.2
1.6
2.3
1.9
2.5
1.8
1.8
1.5
1.1
0.9
1.4
5.3
6.8
2.5
7.3
6.1
2.2
1.6
1.2
6.7
6.7
2.9
1.9
1.4
1.0
0.8
4.7
4.6
3.0
2.0
1.6
1.2
0.8
3.4
2.9
2.2
1.6
1.3
0.9
3.3
2.9
2.5
2.1
1.5
1.1
0.7
4.5
3.0
2.6
2.3
2.0
1.4
0.9
6.8
6.2
2.6
2.1
1.9
1.6
1.1
7.3
5.7
2.2
1.6
1.4
1.1
7.0
6.5
3.1
2.0
1.4
1.0
5.5
6.6
3.7
2.2
1.7
1.2
2.8
3.1
2.9
2.3
1.9
1.5
1.9
2.2
2.5
2.6
2.1
2.6
3.2
2.6
4.1
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS8100.dwg PLOTTED: 7/25/2024 4:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS8102
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTPHOTOMETRIC PLAN - SOUTH CS8101
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire
Lumens
Luminaire
Watts
Total
Watts
5 SP1-T3@180 Back-Back LSMT 2 W 23L T3 1.000 23004 173 1730
20 SP1-T3 Single LSMT 2 W 23L T3 1.000 23004 173 3460
22 W1 Single LHLWP-2-C-M-T3-D-X-
XX-XX
1.000 24869 210 4620
Calculation Summary
Label CalcType Units Avg Max Min
CANOPY AREA Illuminance Fc 2.56 11.9 0.1
NORTH PARKING AND DRIVEWAY Illuminance Fc 3.70 11.1 0.1
NORTHWEST PARKING AND DRIVEWAY Illuminance Fc 2.83 10.0 0.2
SOUTH PARKING AND DRIVEWAY Illuminance Fc 2.48 10.1 0.1
TRAILER STORAGE AREA Illuminance Fc 2.88 7.3 0.7
WEST PARKING AND DRIVEWAY Illuminance Fc 3.18 9.6 0.2
GENERAL LIGHTING NOTES:
1.Mounting Height: the proposed mounting height for all pole mounted
and building mounted lights not to exceed 25' as stated in
165-201.07(B)(3).
2. All outdoor lighting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent properties or road right-of-way per
165-201.07(B)(1).
7607
6
0760760
760760
76
0770780790
758758
758758758762764766768772774776778782784786788792794796
76076076
0770780790790790
756
758758
758762764766768772774776778782784786788 760760762762770
780790
7
6
2
76276
4
76476
6
766766766
768
768
77
2
774
776
778
7
8
2
784786786
78
6788
760770780790758762764766768772774776778782784786788
792794796
770
780
790
766
768
772
77
4
776
778
782784786788792
784760760
760760
760760
770
780
790
762764766768772774
7
7
6
778782784786788792794 770780
790
764766768772774776776776
778
782784786
78
8
770780
768772774776778782784
786788788
780772774776
778
778778
782
STORM I
N
V
E
R
T
INV=765.5
1
STORM I
N
V
E
R
T
INV=765.9
0
CHECK SHOT774.11
2121
CHECK SHOT772.04
2126
PIN 43-A
-
1
5
B
GREEN I
N
D
U
S
T
RI
A
L
R
E
A
L
T
Y,
L.
C.
ZONE: R
P
USE: VA
C
A
N
T
INST. 160
0
0
7
5
9
6
P
I
N
4
3
-
1
9
-
5
7
G
R
E
E
N
I
N
D
U
S
T
R
I
A
L
R
E
A
L
T
Y
,
L
.
C
.
Z
O
N
E
:
M
1
U
S
E
:
I
N
D
U
S
T
R
I
A
L
IN
S
T
#
1
6
0
0
0
7
5
6
9
PIN: UNKOWNER: UNK190 KENTMERE CTZONE: M1
APPROX FUTURE ROUTE 37 BYPASS(SHOWN PER AVAILABLE GIS MAPPING)KENTMERE CT. - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
N
8
4
°
4
2
'
0
8
"
W
9
7
.
1
7
'
S 53°26'57" W 249.05'
S
7
7
°
4
7
'
4
8
"
E
1
5
0
.
0
0
'
N 12°12'12" E 30.62'N 12°11'45" E 135.00'N 12°11'44" E 831.35'ZONED:
R
P
ZONED:
M
1
ZO
N
E
D
:
R
P
ZO
N
E
D
:
R
A
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
EX 10' D
R
N
G
&
U
TI
L
E
S
M
T
PIN 43-A-16WAKELAND MANOR, L.C.ZONE: RAUSE: RESIDENTIALINST. 200000990PIN 43-19-44AMERICAN BUILDERS& CONTRACTORSSUPPLY CO., INC.ZONED: M1USE: INDUSTRIALINST. 190000896 FHEX 10' SLOPE / DRAN ESMTINST# 060020675
EX 20' DRAN ESMTINST# 060020675
EX 10' SLOPE / DRAN ESMTINST# 060020675
EX 30' ACCESS ESMT (SEE ALTA)INST# 060020675
BIO-RETENTION - A
LAT = N 39° 13' 36.44"
LON = W 78°09'25.18"
CATCH
BASIN 2
LAT = N 39° 13' 39.03"
LON = W 78°09'23.99"
CATCH
BASIN 1
LAT = N 39° 13' 38.81"
LON = W 78°09'25.88"760760760758758762764
764766766
766766768762
764
766
760758762762762
764764
766766
768
76077078078078075876276476676877277477677876077078075876276476676877277477677878278
4784
784786770
780
762764766768
772774776778
782784786786786 770
768772
764
7
6
4
7
6
6
766
766 766766766
768
768
770
768
772774
774784786786786786 780 778
782782
782 780774774774774
774776776776
776776778778778778778778778772772
772
774
768
766
766
768
768
768
768760
758762
76
4
7
6
6
7
6
8
758760758
762 764
762 764764 766
758758758
758
760
758
758
762764
76076
276276
2764
760760
7
6
0
7
6
2
76
2
7
6
2
760770 7667
6
6
7
6
8
768
7
6
8
SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3MH: 25SP1-T3MH: 25
SP1-T3MH: 25
W1MH: 19
W1MH: 19
W1MH: 19
W1MH: 19W1MH: 19W1MH: 19
SP1-T3MH: 25 SP1-T3MH: 25
SP1-T3MH: 25
SP1-T3@180MH: 25 SP1-T3@180MH: 25
SP1-T3@180MH: 25
SP1-T3MH: 25
0.7 0.8 0.7 0.5 0.2
1.2 1.4 1.6 1.5 0.8 0.41.5 1.6 2.0 2.5 2.5 1.1 0.64.2 2.8 1.6 1.6 2.0 2.6 4.0 3.6 1.4 0.90.7 1.3 1.8 2.2 2.4 3.5 7.2 5.5 1.9 1.32.1 2.8 3.1 3.2 3.1 5.2 7.0 7.1 2.4 1.83.8 4.2 4.1 3.8 3.6 5.3 7.3 7.9 2.8 1.8 1.25.5 6.2 5.3 4.3 3.9 4.2 6.6 6.7 3.1 1.2 0.96.7 7.7 7.2 4.9 4.1 3.5 4.4 5.6 2.8 0.9 0.89.0 8.6 5.5 4.3 3.3 2.9 3.3 2.3 0.9 0.57.9 7.7 5.2 4.0 3.0 2.2 2.0 1.7 0.8 0.36.7 5.9 4.3 3.4 2.5 1.6 1.2 1.0 0.5 0.24.7 4.2 3.5 2.8 1.9 1.0 0.6 0.4 0.3 0.13.1 3.0 2.7 2.2 1.5 0.7 0.4 0.2 0.2 0.11.9 2.2 2.3 2.0 1.5 0.7 0.3 0.2 0.2 0.2 0.22.9 3.2 3.0 2.5 1.8 1.0 0.5 0.4 0.4 0.4 0.44.3 4.8 4.1
1.4 1.1 0.8 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3
1.8 1.5 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.4 0.4 0.4 0.5 0.6 0.7 0.7 0.7
2.4 2.2 1.9 1.6 1.7 1.8 1.7 1.5 1.3 1.2 1.0 0.7 0.6 0.7 1.0 1.1 1.2 1.4 1.4 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.7 0.9 1.0 1.1 1.2 1.2 7.1 6.8
2.9 2.6 2.3 2.2 2.4 2.6 2.5 2.1 1.8 1.5 1.3 0.9 0.7 0.9 1.3 1.5 1.7 1.9 2.1 2.1 1.9 1.6 1.5 1.2 0.9 0.8 0.9 1.3 1.4 1.5 1.7 1.8 1.8 1.9 2.3 3.1 4.2 6.2 6.7 6.8 6.7 3.5
3.2 3.0 3.1 3.5 4.9 6.1 5.1 3.4 2.5 2.0 1.5 1.0 0.7 1.0 1.5 2.0 2.4 2.9 3.4 3.4 2.8 2.3 2.0 1.5 1.1 0.8 1.1 1.6 1.9 2.1 2.5 2.8 2.7 2.5 2.8 3.3 3.6 3.7 4.2 3.8 2.6 2.0
3.2 4.0 6.0 7.8 9.1 8.5 7.9 4.0 2.7 1.8 1.0 0.7 1.2 1.9 2.9 4.0 7.7 7.8 7.8 7.4 3.8 2.7 1.9 1.2 0.9 1.4 2.1 2.8 3.7 6.1 7.3 6.3 4.0 3.4 3.3 3.1 2.7 2.2 2.0
3.7 4.8 7.8 8.1 10.0 9.4 8.2 5.2 3.5 2.2 1.2 0.8 1.5 2.6 4.0 5.9 7.9 9.9 9.8 7.8 5.6 3.7 2.4 1.4 1.1 1.7 2.7 4.0 6.9 8.1 9.3 8.6 8.1 4.5 3.5 2.9
3.3 4.7 8.4 8.2 9.2 8.4 8.4 5.1 4.0 2.6 1.3 0.9 1.7 3.1 4.5 6.2 7.5 9.1 8.9 7.5 5.8 4.4 3.0 1.7 1.3 2.3 3.6 4.8 8.6 8.2 9.4 8.6 8.8 5.3
2.5 3.7 6.9 8.2 9.4 8.5 8.2 4.6 3.2 2.1 1.1 0.8 1.5 2.5 3.9 6.0 7.9 10.0 9.8 7.8 5.6 3.9 2.6 1.5 1.2 2.1 3.3 4.8 8.7 8.5 10.0 8.5 8.9 5.1
2.6 3.4 5.8 7.6 7.1 4.3 3.2 2.3 1.5 0.8 0.7 1.2 1.9 2.9 4.0 7.8 7.8 7.8 7.6 4.0 2.8 1.9 1.2 1.0 1.6 2.5 3.7 6.8 8.1 9.2 8.3 7.6 4.2
1.8 2.1 2.5 2.8 2.6 2.3 2.1 1.7 1.2 0.7 0.6 1.0 1.5 2.0 2.4 2.9 3.5 3.5 2.9 2.4 2.0 1.5 1.1 0.9 1.4 1.9 2.5 3.2 5.0 6.4 5.6 3.6
1.7 1.8 1.8 1.6 1.5 1.3 1.0 0.6 0.5 0.9 1.3 1.5 1.7 1.9 2.2 2.1 1.9 1.7 1.5 1.2 0.9 0.9 1.2 1.5 1.8 2.0 2.4 2.6 2.5 2.1
1.2 1.2 1.2 1.1 1.0 0.7 0.5 0.4 0.7 0.9 1.1 1.2 1.4 1.4 1.4 1.4 1.2 1.1 1.0 0.8 0.7 0.9 1.2 1.3 1.5 1.7 1.7
0.7 0.7 0.7 0.7 0.6 0.5 0.3 0.3 0.4 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.6 0.5 0.5 0.6 0.8 0.9 1.0 1.1
0.6
7.7
9.6
7.4
7.0
5.9
4.0
5.1
6.3
8.1
8.7
8.8
7.0
5.7
3.8
2.5
2.5
3.9
5.7
7.7
8.5
7.3
7.8
7.0
4.2
4.5
5.0
5.8
7.4
7.5
5.8
4.4
3.3
2.6
2.7
3.8
5.5
7.7
9.7
8.1
2.3
4.0
7.4
6.9
4.4
3.9
4.1
4.2
4.6
4.4
3.6
3.2
2.7
2.3
2.5
3.2
4.1
5.6
7.1
6.4
1.8
4.9
5.9
3.8
3.2
3.2
3.2
3.2
3.0
2.6
2.3
2.0
1.8
2.0
2.4
2.8
3.4
3.8
3.5
2.1
3.5
2.8
2.3
1.9
1.9
1.8
1.7
1.6
1.3
1.2
1.1
1.3
1.6
1.8
2.2
2.4
2.3
1.1
2.0
1.9
1.4
1.1
1.0
0.9
1.0
0.9
0.8
0.6
0.5
0.6
0.6
0.8
1.0
1.1
1.2
1.0
1.1
0.7
0.6
0.7
0.9
1.0
1.0
0.9
0.7
0.6
0.4
0.3
0.2
0.3
0.3
0.3
0.4
0.4
0.5
0.8
1.2
1.4
1.3
1.2
1.0
0.8
0.6
0.4
0.2
0.1
0.1
0.1
0.2
0.3
0.7
1.2
1.6
1.8
1.7
1.6
1.4
1.2
1.0
0.7
0.5
0.3
0.1
0.1
0.4
1.0
1.7
2.3
2.6
2.5
2.3
2.0
1.6
1.3
1.0
0.8
0.5
0.3
0.2
1.1
2.1
3.4
5.0
6.9
6.5
3.3
2.1
1.6
1.3
1.1
0.8
0.4
0.2
1.4
2.6
6.0
7.2
7.5
6.5
3.6
2.1
1.7
1.3
0.9
0.5
0.7
1.3
2.5
5.0
7.8
6.9
5.6
3.0
2.2
1.6
1.2
0.7
1.1
1.7
2.3
3.4
5.3
5.1
3.5
2.5
1.9
1.4
1.0
1.4
1.8
1.4
2.4
0.8
1.0
1.1
1.3
7.3
7.0
6.5
3.1
5.5
6.6
3.7
2.2
1.7
1.2
2.8
3.1
2.9
2.3
1.9
1.5
1.9
2.2
2.5
2.6
2.1
1.8
2.6
3.2
2.6
4.1
1.0 1.5 1.8 1.8 1.2 0.9 0.6 0.4 0.3 0.2 0.4 0.6 0.7 0.9 1.2 1.8 1.9 1.5 1.2 1.4 2.4
1.3 1.6 2.5 2.2 2.6 2.2 2.3 1.5 1.3 1.0 0.5 0.4 0.7 1.3 1.8 2.1 2.8 2.7 2.8 2.6 2.3 2.1 2.7
1.2 2.2 3.4 6.1 6.4 7.3 6.6 6.1 3.7 2.6 1.6 0.8 0.5 0.9 1.8 3.0 4.5 6.3 7.6 7.8 6.3 5.2 3.6
0.5 1.2 2.0 3.0 5.6 6.7 7.7 7.1 7.3 3.8 2.4 1.5 0.8 0.6 1.0 1.7 2.5 3.8 7.1 7.1 7.4 6.7 4.6
0.2 0.6 1.1 1.7 2.3 2.9 4.7 6.2 5.6 3.6 2.7 2.0 1.4 0.8 0.6 1.0 1.5 2.0 2.5 3.4 4.8 5.1 3.8 2.8
0.3 0.2 0.3 0.6 1.0 1.5 1.9 2.1 2.5 2.9 3.0 2.7 2.3 1.9 1.4 0.9 0.7 1.0 1.4 1.8 2.0 2.4 2.6 2.5 2.2 2.0 2.0
0.9 0.8 0.5 0.4 0.6 0.9 1.3 1.6 2.0 2.4 3.0 3.2 3.0 2.3 1.9 1.4 0.9 0.7 1.0 1.4 1.8 2.1 2.5 2.6 2.4 2.0 1.8 1.7
1.7 2.0 1.5 0.8 0.5 0.5 0.9 1.4 1.8 2.0 2.7 2.7 3.3 2.8 2.8 2.1 1.8 1.3 1.0 1.2 1.4 1.6 2.0 2.7 2.8 2.3 1.9 1.6 1.4 1.2 0.8 0.6
1.9 3.8 3.9 3.0 1.8 1.2 0.7 0.5 0.8 1.6 2.5 3.4 5.8 5.7 6.6 6.1 6.0 3.8 2.8 1.9 1.4 1.8 2.3 2.8 3.6 3.7 3.5 3.3 2.8 2.1 1.7 1.1 0.6 0.3
5.3 6.7 6.3 3.0 2.0 1.4 1.0 0.7 0.8 1.4 2.3 3.6 6.4 7.0 7.8 7.3 7.4 3.9 2.6 1.8 1.6 2.0 3.1 4.7 6.6 8.0 8.2 6.6 5.2 3.3 2.1 1.2 0.5 0.3
7.1 6.2 2.8 2.2 1.8 1.5 1.2 1.1 1.6 2.1 2.7 3.5 6.3 7.0 6.7 3.9 2.8 2.2 1.8 1.7 1.9 2.5 3.5 7.1 6.9 7.1 6.7 4.3 2.8 1.9 1.1 0.5 0.2
7.0 3.6 3.0 2.9 2.8 2.6 2.4 2.2 2.3 2.5 2.6 2.7 3.1 3.4 3.4 3.1 2.9 2.5 2.2 2.0 2.0 2.3 2.7 3.3 4.4 4.7 3.8 2.9 2.4 1.7 1.0 0.5 0.2
4.0 4.1 3.5 3.6 3.8 3.6 3.2 3.2 3.1 3.0 3.1 3.4 3.7 4.0 3.9 3.7 3.3 3.0 2.8 2.6 2.7 3.1 3.5 3.9 3.9 3.5 3.1 2.7 1.9 1.0 0.5 0.2
5.7 5.7 4.3 4.7 5.3 5.1 4.3 3.9 3.5 3.2 3.3 3.8 4.2 4.7 5.0 4.5 3.9 3.5 3.3 3.1 3.3 3.6 4.2 4.7 4.6 4.0 3.6 3.1 2.1 1.2 0.7 0.4
3.9 5.0 6.6 8.7 8.3 6.1 4.6 3.7 3.0 3.4 4.2 5.3 7.1 8.0 6.7 5.0 4.0 3.4 3.2 3.6 4.3 5.3 6.3 6.0 4.9 4.3 3.4 2.3 1.3 1.0 0.8
3.8 5.5 7.2 8.5 8.3 7.0 5.3 3.6 2.6 3.2 4.5 6.7 8.1 9.3 7.9 6.3 4.2 3.2 3.0 3.8 5.1 7.2 9.6 8.9 6.6 4.8 3.6 2.3 1.4 1.3
7.2 7.6 7.4 5.9 4.0 2.8 2.5 3.8 5.7 7.5 8.9 8.3 7.1 5.1
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS8100.dwg PLOTTED: 7/25/2024 4:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100'
GRAPHIC SCALE 1"=50'
MATCHLINE CS8101 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTPHOTOMETRIC PLAN - NORTH CS8102
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS8103.dwg PLOTTED: 7/25/2024 4:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTPHOTOMETRIC DETAILS CS8103
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
750750
750 75075
0 760770742744746748 748748
752
752
752
754
7
5
6
7
5
8
7
6
2 7647667687727
7
4
750760760
760
770
770
770780 790
800810820830840850850
746
748
752
754
756
758762762762764764
764
766
766
766768768
768
772
772
772
774
776
778
782
784
786 788
792 794 796798802804806808812814816818822824826828832834836838842
844
844
844
846
846
848848
852
85
2
810
820
830
812
814
816
818
822824
826828
832834836838838
740
750
760
770780790
7387387387387
4
2
744
746746746
748752754756758
762
764
766
768
772
774
776
778782784784784
786
788
7
5
0
760
760
760
7
7
0
780
790
752
752
7
5
2
754
754754756
75675
6
758
758
758 762762
762
764
766
768
77
2
774 7767787787
7
8
782
784
786
788
792 79475
0
750750
760
760
74
4
74
6 746748
748
752
752
752
754
756
758
758 762
762764764766766
76
8
76
8
750
750760760
760
770 770 770770770
780
742
74
2
744
744
744 744
746
746
746
746 74674
8
7
4
8
748748 748
748
752 752
754 754756 756758 758 762762 762762
764 764764
76
4
766 766766
76
6
768 768
768768 768
772772 772772772
7747747
7
4
774
774
776
776776
778782784786
760
76075875876
0
76
0
7
6
0
760760760
760
770
780
790
800
810
820
830
840
752754756758
758758 7587
5
8
762762
762
764
766
768772774
776
778
782784786
788
792
794796798
802804
806808
812814
816
818
822
8
2
4
82
6
828
832
834
836
838
842
760
770
780
762
764
766
768
772774776
778
770
810
820
830
840
85085
0 850850860860
860
860870 870
768
772
772806808
812814816818
822824
826
828
832
834
836
838
842
8
4
4
8
4
4
844846846848848852852854854854854856856
85
8
858
85885886286286486
686886
8872 872874874876 87687687887
8
850850
860
844844846 846848848
848848
852
852
854
854
856
858
8
6
2
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF APPROX FUTURE
ROUTE
37
BYPASS
(SHOWN
PER
AVA
ILABLE
G
IS
MAPP
ING
)S 66°12'47" E 392.06'N 84°42'08" W 97.17'S
5
3
°
2
6
'
5
7
"
W
2
4
9
.
0
5
'S 36°33'03" E 868.58'N 61°59'24" W 637.17'N 03°29'36" E 703
.
3
1
'S 77°47'48" E 150.00'N 12°12'12" E 30.62'
N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'M
C
G
H
E
E
R
D
-
R
T
E
8
6
1
60'
R
/
W
,
3
5
M
P
H
P
O
S
T
E
D
R
U
R
A
L
C
O
L
L
E
C
T
O
R
(
G
S
-
7
)KENTMERE CT - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 37016D
17E
32C
14B14C
14C
14D
16C
14B
14C
14C
14C
14C
17C
16D
17E
32C
5C
14C
14D
14C
17E
16C
14C
LOD
LOD
StudyPoint 1
StudyPoint 2
DA 1 Tc Calculation
(LAG Method)
Tc = 30.4 Mins.
Avg. Ground Slope = 10.52%
Hydraulic Length = 2,072 lf
CNW = 60
DA 1.1 - ONSITE
TO STUDY POINT 1
Woods/Grass (HSG B) = 12.96 Ac.
Woods/Grass (HSG C) = 0.07 Ac.
Woods/Grass (HSG D) = 1.26 Ac.Subtotal Area = 14.29 Ac.
DA 2 Tc Calculation
(LAG Method)
Tc = 21.7 Mins.
Avg. Ground Slope = 11.59%
Hydraulic Length = 1,449 lf
CNW = 60
DA 1.2 - OFF-SITE
TO STUDY POINT 1
Woods/Grass = 5.31 Ac.
Forested = 11.93 Ac.
Farmstead = 2.95 Ac.
2 Ac. Residential = 4.41 Ac.
Turf = 0.32 Ac.Subtotal Area = 24.92 Ac.
60 36HP
96 25
58 36
56 37
38 09
39 52
88 87
86 50
57 50
Study Point 3
(195' Along ⅊)
Study Point 4
(175' Along ⅊)DA 5.1 - ONSITE
TO STUDY POINT 5
Woods/Grass (HSG B) = 0.08 Ac.
Woods/Grass (HSG C) = 0.04 Ac.
Impervious = 0.05 Ac.Total Area = 0.17 Ac.
DA 5.2 - OFF-SITE
TO STUDY POINT 5
Woods/Grass (HSG B) = 2.42 Ac.
Woods/Grass (HSG C) = 0.14 Ac.
Forested = 1.64 Ac.
Impervious = 0.06 Ac.
Turf = 0.28 Ac.
2 Ac. Residential = 4.07 Ac.Total Area = 8.61 Ac.
DA 2.1 - ONSITE
TO STUDY POINT 2
Woods/Grass (HSG B) = 4.08 Ac.
Woods/Grass (HSG C) = 0.31 Ac.
Impervious = 0.04 Ac.Total Area = 4.43 Ac.
DA 2.2 - OFF-SITE
TO STUDY POINT 2
Woods/Grass (HSG B) = 0.10 Ac.
Woods/Grass (HSG C) = 0.17 Ac.
Forested = 3.75 Ac.
Impervious = 0.04 Ac.
Turf = 0.15 Ac.
2 Ac. Residential = 4.16 Ac.Total Area = 8.37 Ac.
DA 5 Tc Calculation
(LAG Method)
Tc = 22.4 Mins.
Avg. Ground Slope = 11.35%
Hydraulic Length = 1,582 lf
CNW = 62
StudyPoint 5
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9200.dwg PLOTTED: 7/25/2024 4:46 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 80'160'
GRAPHIC SCALE 1"=80'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTPRE-DEVELOPMENT DRAINAGE PLAN CS9200
TOTAL SHEETS 58
NORTH
7-25-2024 DAVID L. FRANKLic. No.1061
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF
IRF APPROX FUTURE
ROUTE
37
BYPASS
(SHOWN
PER
AVA
ILABLE
G
IS
MAPP
ING
)S 66°12'47" E 392.06'N 84°42'08" W 97.17'S
5
3
°
2
6
'
5
7
"
W
2
4
9
.
0
5
'S 36°33'03" E 868.58'N 61°59'24" W 637.17'N 03°29'36" E 703
.
3
1
'S 77°47'48" E 150.00'N 12°12'12" E 30.62'
N 12°11'45" E 135.00'N 12°11'44" E 831.35'S 36°33'03" E 868.58'M
C
G
H
E
E
R
D
-
R
T
E
8
6
1
60'
R
/
W
,
3
5
M
P
H
P
O
S
T
E
D
R
U
R
A
L
C
O
L
L
E
C
T
O
R
(
G
S
-
7
)KENTMERE CT - RTE 86960' R/W, 35 MPH POSTEDRURAL COLLECTOR (GS-7)ADT = 370750750
750 75075
0 760770742744746748 748748
752
752
752
754
7
5
6
7
5
8
7
6
2 7647667687727
7
4
750760760
760
770
770
770780 790
800810820830840850850
746
748
752
754
756
758762762762764764
764
766
766
766768768
768
772
772
772
774
776
778
782
784
786 788
792 794 796798802804806808812814816818822824826828832834836838842
844
844
844
846
846
848848
852
85
2
810
820
830
812
814
816
818
822824
826828
832834836838838
740
750
760
770780790
7387387387387
4
2
744
746746746
748752754756758
762
764
766
768
772
774
776
778782784784784
786
788
7
5
0
760
760
760
7
7
0
780
790
752
752
7
5
2
754
754754756
75675
6
758
758
758 762762
762
764
766
768
77
2
774 7767787787
7
8
782
784
786
788
792 79475
0
750750
760
760
74
4
74
6 746748
748
752
752
752
754
756
758
758 762
762764764766766
76
8
76
8
750
750760760
760
770 770 770770770
780
742
74
2
744
744
744 744
746
746
746
746 74674
8
7
4
8
748748 748
748
752 752
754 754756 756758 758 762762 762762
764 764764
76
4
766 766766
76
6
768 768
768768 768
772772 772772772
7747747
7
4
774
774
776
776776
778782784786
760
76075875876
0
76
0
7
6
0
760760760
760
770
780
790
800
810
820
830
840
752754756758
758758 7587
5
8
762762
762
764
766
768772774
776
778
782784786
788
792
794796798
802804
806808
812814
816
818
822
8
2
4
82
6
828
832
834
836
838
842
760
770
780
762
764
766
768
772774776
778
770
810
820
830
840
85085
0 850850860860
860
860870 870
768
772
772806808
812814816818
822824
826
828
832
834
836
838
842
8
4
4
8
4
4
844846846848848852852854854854854856856
85
8
858
85885886286286486
686886
8872 872874874876 87687687887
8
850850
860
844844846 846848848
848848
852
852
854
854
856
858
8
6
2
252
.
0
'
R38
58
57
32
22
23
31
43
13
53
52
54
11
55
51
62
R21
R27R45
R32
44
R22
R1
41
42
3.1
2
3
1
R25
201
202
63
59
60
61
12
21 25'R
3'R
3'R3'R3'R
30'R 87'R63'R15'R5'R
3'R
15'R 25'R15'R
3'R
30'R
10'R
5'R5'R10'R3'R
3'R3'R3'R3'R3'R
3'R
3'R
25'R
20'R
90'R
50'R
5'R 3'R3'R 3'R3'R 3'R3'R 15'R3'R
3'R
15'
R
3
7
'R3'R13'R30'R
150'R50'R50'R
9
2
'R
25'R
5'R
5'R10'R20'R
5'R10'R
45'R5'R
60'R25'R5'R
56
PR
M
A
I
N
B
U
I
L
D
I
N
G
FF
E
=
7
6
2
.
5
0
131
,
0
6
2
S
F
SP
R
I
N
K
L
E
R
E
D
PR
S
T
O
R
A
G
E
B
U
I
L
D
I
N
G
FF
E
=
7
6
2
.
5
0
29,
9
2
0
S
F
SP
R
I
N
K
L
E
R
E
D
PR
C
A
N
O
P
Y
11,
8
8
0
S
F
SP
R
I
N
K
L
E
R
E
D
136.0'220
.
0
'
220
.
0
'136.0'252
.
0
'520.0'520.0'W
E
T
P
O
N
D
LE
V
E
L
1
LA
T
=
N
3
9
°
1
3
'
2
7
.
6
7
"
LO
N
=
W
7
8
°
0
9
'
2
6
.
4
4
"
BI
O
-
R
E
T
E
N
T
I
O
N
-
B
LA
T
=
N
3
9
°
1
3
'
2
7
.
0
8
"
LO
N
=
W
7
8
°
0
9
'
2
2
.
1
6
"
BI
O
-
R
E
T
E
N
T
I
O
N
-
A
LA
T
=
N
3
9
°
1
3
'
3
6
.
4
4
"
LO
N
=
W
7
8
°
0
9
'
2
5
.
1
8
"25'R
TYPE IIIFULL AC
C
E
S
S 428' INTX SPACING(REQ = 335')±38
7
'
T
O
I
N
T
X
KE
N
T
M
E
R
E
C
T ±903' TO INTXMCGHEE RDTYPE IIUNSIGNALIZEDFULL CROSSOVERTYPE III
FULL ACC
E
S
S
CG-6CG-6CG-6CG-6R7
24
TD2
TD1
R36
R35
R6
R15
R3
R12
R11
R4
R5
R14
R2
R13
R23
R26
R24
R37
R34
R44
R31
R33
R42
R41
C
A
T
C
H
B
A
S
I
N
2
LA
T
=
N
3
9
°
1
3
'
3
9
.
0
3
"
LO
N
=
W
7
8
°
0
9
'
2
3
.
9
9
"
C
A
T
C
H
B
A
S
I
N
1
LA
T
=
N
3
9
°
1
3
'
3
8
.
8
1
"
LO
N
=
W
7
8
°
0
9
'
2
5
.
8
8
"
StudyPoint 1
StudyPoint 2
DA 1.2 TO BIO-RET A
Turf (HSG B) = 0.49 Ac.
Turf (HSG C) = 0.11 Ac.
Impervious = 0.84 Ac.Total Area = 1.44 Ac.
DA 1.2 TO BIO-RET B
Turf (HSG B) = 0.98 Ac.
Turf (HSG D) = 0.02 Ac.
Impervious = 1.57 Ac.Total Area = 2.57 Ac.
DA 5.1
UN-DETAINED TO SP 5
Impervious = 0.06 Ac.
Turf (HSG C) = 0.17 Ac.Total Area = 0.23 Ac.
DA 1.3 - TO WET POND
Woods/Grass (HSG B) = 4.65 Ac.
Forested = 11.81 Ac.
Farmstead = 2.95 Ac.
Turf (HSG B) = 4.92 Ac.
Impervious = 6.66 Ac.
2 Ac. Residential = 4.41 Ac.Total Area = 35.40 Ac.
Study Point 3
(195' Along ⅊)
Study Point 4
(175' Along ⅊)
DA 5.2 - TO BYPASS CULVERT
Woods/Grass (HSG B) = 2.50 Ac.
Woods/Grass (HSG C) = 0.10 Ac.
Forested = 1.64 Ac.
Impervious = 0.13 Ac.
Turf (HSG B) = 0.42 Ac.
Turf (HSG C) = 0.03 Ac.
2 Ac. Residential = 4.07 Ac.Total Area = 8.89 Ac.
DA 5.2 Tc Calculation
(LAG Method)
Tc = 21.6 Mins.
Avg. Ground Slope = 11.96%
Hydraulic Length = 1,514 lf
CNW = 61
DA 5.3 - TO UPLAND CATCH BASIN
Woods/Grass (HSG B) = 1.24 Ac.
Forested = 3.86 Ac.
Impervious = 0.06 Ac.
Turf (HSG B) = 1.17 Ac.
2 Ac. Residential = 4.17 Ac.Total Area = 10.50 Ac.
DA 1.1
UN-DETAINED TO SP 1
Impervious = 0.45 Ac.
Turf (HSG B) = 0.87 Ac.
Turf (HSG C) = 0.02 Ac.
Turf (HSG D) = 0.26 Ac.Total Area = 1.60 Ac.
DA 5.3 Tc Calculation
(LAG Method)
Tc = 23.3 Mins.
Avg. Ground Slope = 11.96%
Hydraulic Length = 1,712 lf
CNW = 61
StudyPoint 5
DA 3
UN-DETAINED TO SP 3
Turf (HSG B) = 0.08 Ac.
Turf (HSG C) = 0.06 Ac.Total Area = 0.14 Ac.
DA 4
UN-DETAINED TO SP 4Total Area = 0.00 Ac.
DA 2
UN-DETAINED TO SP 2
Turf (HSG B) = 0.01 Ac.
Turf (HSG C) = 0.03 Ac.Total Area = 0.04 Ac.U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9300.dwg PLOTTED: 7/25/2024 4:47 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 80'160'
GRAPHIC SCALE 1"=80'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTPOST-DEVELOPMENT DRAINAGE PLAN CS9300
TOTAL SHEETS 58
NORTH
7-25-2024 DAVID L. FRANKLic. No.1061
Study Point 2 Summary
In General
In the Pre-Development Condition this Study Point discharges to a Natural Stormwater Conveyance
System, being a Broad Swale. This Swale conveys drainage off-site, south across the adjacent Light
Industrial property, before discharging to the Man-made channel flowing adjacent to Kentmere Court, then
being conveyed across McGhee Road through a Triple 32" x 42" Culvert.
A large Upland Watershed flows to Study Point 2. It was necessary to obtain topography in order to
delineate the Upland Drainage Patterns. Off-site topography was obtained from available GIS Data and
should be considered approximate. Review of aerial photography aided identification of Drainage Facilities
in the Upland Drainage Areas. A field visit was conducted to verify locations and approximate dimensions
necessary to create a Drainage Model.
In the Post-Development Condition this Study Point receives a negligible runoff volume as sheet flow as
the upland runoff has been re-routed to Study Point 5.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is not applicable to Sheet Flow discharges.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.d.
Site Discharge is Sheet Flow.
Downstream Conveyance has the required capacity to prevent flooding during the 10Yr - 24Hr Storm
Event.
Downstream Velocities are Non-Erosive during the 2Yr - 24Hr Storm Event.
Downstream Areas are Stabilized. On-Site E&S Controls are required to remain until the Site is Stabilized.
Study Points 3 & 4Study Point 1
Study Point 1 Summary
In General
This Study Point discharges to a Man-Made Stormwater Conveyance System, being a Trapezoidal
Channel. This channel flows adjacent to McGhee Road, before being conveyed across McGhee Road
through a Triple 32" x 42" Culvert.
A large Upland Watershed flows to Study Point 1. It was necessary to obtain topography in order to
delineate the Upland Drainage Patterns. Off-site topography was obtained from available GIS Data and
should be considered approximate. Review of aerial photography aided identification of Ground Cover in
the Upland Drainage Areas. A field visit was conducted to verify locations and approximate dimensions
necessary to create a Drainage Model.
A Level 1 Wet Pond is proposed within the watershed draining to Study Point 1, serving to detain the
necessary runoff volumes for controlled release, required to reduce the 2 & 10 Yr. 24 Hr. Storm Events.
The Wet Pond serves to improve Water Quality, reducing the Phosphorous Load from the site.
Additionally, two Level 2 Bio-Retention Facilities are proposed, serving to improve Water Quality,
reducing the Phosphorous Load from the site.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.a.
The Maximum V2 = 2.75 fps
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.b.
Flood Protection & Limits of Analysis for Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.C.3.
The Post-Development Peak Flow (Q10) is less than the Pre-Development Peak Flow (Q10).
The Post-Development Peak Flow (Q10) is contained within the Conveyance System.
Study Points 3 & 4 Summary
In General
Study Point 3 is a small watershed discharging as sheet flow to the adjoining Light Industrial property.
Study Point 4 receives no runoff in the Post-Development Condition. The small area that sheet flowed to
Study Point 4 is now captured in a trapezoidal ditch and routed to Study Point 1.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is not applicable to Sheet Flow discharges.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.d.
Site Discharge is Sheet Flow.
Downstream Conveyance has the required capacity to prevent flooding during the 10Yr - 24Hr Storm
Event.
Downstream Velocities are Non-Erosive during the 2Yr - 24Hr Storm Event.
Downstream Areas are Stabilized. On-Site E&S Controls are required to remain until the Site is Stabilized.
MS-19 COMPLIANCE SUMMARY TABLE
See Sheet CS9401 for a Summary Table, Outlining
Channel & Flood Protection Requirement Compliance,
Necessary to Satisfy MS-19 Requirements.
Study Point 2
Study Point 5
Study Point 5 Summary
In General
In the Pre-Development Condition this Study Point discharges to a Man-Made Stormwater Conveyance
System, being a Roadside Ditch along Kentmere Court. This Ditch conveys drainage off-site, south
across the adjacent Light Industrial property, before discharging to the Man-made channel flowing
adjacent to Kentmere Court, then being conveyed across McGhee Road through a Triple 32" x 42"
Culvert.
A large Upland Watershed flows to Study Point 5. It was necessary to obtain topography in order to
delineate the Upland Drainage Patterns. Off-site topography was obtained from available GIS Data and
should be considered approximate. Review of aerial photography aided identification of Drainage
Facilities in the Upland Drainage Areas. A field visit was conducted to verify locations and approximate
dimensions necessary to create a Drainage Model.
In the Post-Development Condition a Culvert conveys the upland runoff through the project site,
discharging on-site, before flowing to Study Point 5. This Culvert is proposed with a "Control Structure",
being a Steel Plate bolted to the Inlet Headwall. This Steel Plate functions as a weir. This Control
Structure serves to detain the necessary runoff volumes for controlled release, required to reduce the 2 &
10 Yr. 24 Hr. Storm Events.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.a.
The Maximum V2 = 1.98 fps
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.b.
Flood Protection & Limits of Analysis for Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.C.3.
The Post-Development Peak Flow (Q10) is less than the Pre-Development Peak Flow (Q10).
The Post-Development Peak Flow (Q10) is contained within the Conveyance System.U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9400.dwg PLOTTED: 7/25/2024 4:48 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSWM COMPUTATIONS - STUDY POINTS 1 - 5 CS9400
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
MS-19 COMPLIANCE SUMMARY TABLES
VRRM COMPLIANCE SUMMARRY
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9400.dwg PLOTTED: 7/25/2024 4:48 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTSWM COMPUTATIONS - MS-19 & VRRM COMPLIANCESUMMARY CS9401
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
750
748748
748
752
754
756 750760
770
752754
756
758
762
764766768
772774776
750752
752
754
756
758
754
7
5
4 7567
5
8
51
CG-618" HDPE
41
42
12" PVC SC
H
-
4
0
3.1
3 24" HDPE150'RSWM ESMT
SWM ESMT
SWM ESMT
SWM ESMTSW
M
E
S
M
T
SW
M
E
S
M
T SWM ESMTNE
W
T
R
E
E
L
I
N
E
(T
Y
P
)
N
EW
T
R
E
E
L
I
N
E
WET POND
LEVEL 1
LAT = N 39° 13' 27.67"
LON = W 78°09'26.44"
2424" HDPE24" R
C
P
C
L
I
I
I
6' x 2'PG-4 CONC FLUME
5654EP
5729EP
5777HP
5714EP
5599LP
5769CL
5625CL
5803CL
5755CL
758758750752750752754756750
748
752
754762764764764
5594LP
5594LP
5722HP
5743HP750750760770752752754754756756758762764766768768768772750748752754756
7547567
5
0
7
4
8
7
5
2
7
5
2750760752754756758 5722EP
1.1%1.1%1.4%1.1%2.0%2.4%1.0%1.4%2.3%
4850INV
4975INV458.5T
o
p
B
e
rm
=
7
5
3
.
0
0
'Limits of Normal Pool @ WSE = 747.00'100 Yr. WSE = 750.40'
WET POND (VRRM)
Turf DA= 4.86 Ac.
Impervious DA = 7.28 Ac.
Total DA = 12.14 Ac.
TvDA = TvBMP = 29,337 ft3
Impermeable Liner Limits
10 Yr. WSE = 748.60'
Normal Pool
Water Surface Elevation = 747.00'
Water Surface Area = 15,729 ft2
Actual Storage Depth = 4.00 ft
PRINCIPAL RISER
·5' Ø Riser Crest Elevation = 748.50'
·Passes the 100 Yr - 24 Hr Storm Event,
While Providing at Least 2.0' Freeboard
·See Sheets CS9500 & CS9510 Principal
Riser Details for All Design Elevations
12" SCH. 40 PVC
(Reverse Sloped) &
VDOT Std. EW-1
1
0
'
W
i
d
e
A
q
u
a
t
i
c
B
e
n
c
h
1
0
'
W
i
d
e
S
a
f
e
t
y
B
e
n
c
h
Create "Wet Pond
Forebay", using a
Gabion Weir
WET POND FOREBAY
WET POND- PRINCIPAL RISER PLAN
NOT TO SCALE
350' - 24" RCP CL. III @ 0.58%
(See Note 5)
Plastic Solutions Inc. Round Series
Trash Rack, Part # = RS 60
(Not Shown, See Detail Sh. 30)
WET POND - PRINCIPAL RISER ELEVATION
NOT TO SCALE
20' - 4" DIP
Pond Drain
350' - 24" RCP
CL. III @ 0.58%
(See Note 5)
Rectangular Weir
[36" (W) x 9" (H)]
Plastic Solutions Inc.
Round Series Trash Rack,
Part # = RS 60
(See Detail Sheet 30)
6" Minimum Wall Thickness
6" Minimum Wall Thickness
Note:
All References to Note Numbers in this
Detail are shown on the "Wet Pond
Principal Riser Section", on this Sheet.
9' Ø x 1.75" Thick Conc.
Base (See Note 1)
Rectangular Weir
[21" (W) x 9" (H)]
25' - 12" SCH 40 PVC
(Reverse Sloped)
Fill Riser w/ 2.0'
Concrete to the
Flow Line
Rectangular Weir
[21" (W) x 9" (H)]
Rectangular Weir
[36" (W) x 9" (H)]
℄Weir Openings
25' - 12" SCH 40 PVC
(Reverse Sloped)
Note:
All References to Note Numbers in this
Detail are shown on the "Wet Pond
Principal Riser Section", on this Sheet.
5' Ø Riser
Structure per
AASHTO M199
60°
15°℄Outfall Pipe℄Reverse S
lope
P
ipe
WET POND - PRINCIPAL RISER SECTION
NOT TO SCALE
Trash Rack (See Note 6)
Earthen Berm
(See Note 4)3:1 Side Slope3:
1
S
i
d
e
S
l
o
p
e
Hand Wheel w/
Restrained Stem,
(Place Accessibly)
Ex. Grade
Pr Outlet Protection
(See Table Sheet 36)
Top of Embankment = 753.00
350' - 24" RCP CL. III @ 0.58%
(See Note 5)
Notes:
1. Concrete Base & Inside Concrete Fill Provide Anti- Floatation Anchoring.
Embed the Principal Riser at least 6" into the Concrete Base. (See Plate
3.14-14, Sheet 10).
2. Note 2 is intentionally omitted.
3. Connect the Concrete Slab Elevating the VDOT Std. EW-1, Using 1" Ø Steel
Rod Dowel @ 6" O.C.
4. See "Earthen Embankments Note" on Sheet 30 for further guidance relative to
construction of the Embankment, including the Cutoff Trench
5. Install the Riser Outfall Pipe per ASTM C-361 (Rubber Gaskets W.T. Joints)
6. Plastic Solutions Inc. Round Series Trash Rack, Part #RS 60 (Bolted to
Structure W/ 2" SS Anchor Bolts) (See Detail, Sheet 30)
Fill Riser to Flow Line
w/ 2.0' Concrete
Inv. = 743.00'
8' Embankment
Permanent Pool W.S.E. = 747.00'
Principal Riser Bottom = 741.00'
Principal Riser Crest = 748.50'
Rectangular Weir = 747.00'
[21" (W) x 9" (H)]
20' - 4" D.I.P. Pond Drain
(Install w/ Intake Guard
Strapped to End of Pipe)
5' Ø Riser
Structure per
AASHTO M199
4" Gate Valve
(Typ. Closed)
VDOT Std. EW-1
(Anchor EW-1 to Conc.
Slab - See Note 3)
Inv. = 743.00'
Place a 2' x 2' x 6" Conc.
Slab (To Support End of
Pipe and Intake Guard)
Inv. = 744.00'
25' -
1
2
"
S
C
H
4
0
P
V
C
(Rev
e
r
s
e
S
l
o
p
e
d
)
Footing Bottom = 739.25'
Rectangular Weir = 748.75'
[36" (W) x 9" (H)]U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9500.dwg PLOTTED: 7/25/2024 4:49 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTWET POND PLANCS9500
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061WET POND PLAN
SCALE: 1" = 25'
7607
6
0760760
760760
76
0770780
758758
758758758762764766768772
774
776778
76076076
0
756
758
758
758762 760762762764766760
760
760760
760760
770
762764766768772774CHECK SHOT772.04
2126
S 53°26'57" W 249.05'CG-12BCG-12B
58
LIGHT DUTYASPH PVMT
5' S/W TYP
MAN DOOR (TYP)
MAN DOOR (TYP)12" HDPE15"
H
D
P
E12" HDPE63
59
SWM ESMT
SWM ESMT5' S/W TYP5' S/W TYPNEW TREELINE
SWM ESMT
TRIPLE 15"RCP CL III
6617EP
6628EP
6150EP
6170EP
6170EP
6108HP
6108HP
6128EP
6130EP
6170EP
6004LP6170EP
6130EP
6365EP
6493EP 6744EP
6664EP
6612EP
6745EP
6767EP
6640EP
6694EP
6701EP
6732EP
6812EP
6782EP
6684EP
6310EP
6537EP 6767EP
6006EP
6532EP
6621CL
6130EP
6440EP
6295EP
6389CL6637CL6650CL
6655TC
6590EP
6620EP 6358EP 6595EP
6563EP
6358EP
6328EP
6108EP
6331EP
760760760758758762764
764766766762
764
766
762
764
766
768
768
770
772
774 77677876250FF
760
758
762
764
758758758
758
760
758
758
762
764
760
760
7
6
0
7
6
2
760Pre-Treatment Forebay Cell A
Storage Elevation = 758.00'
Provided Storage Volume = 739 ft3
Bio-Retention A Treatment Cell
Surface Elevation = 757.00'
Equivalent Storage Depth = 2.35 ft
Required Surface Area = 1,775 ft2
Provided Surface Area = 2,050 ft2
Required Storage Volume = 4,171 ft3
Provided Storage Volume = 4,818 ft3
87' - 6" Solid
Wall Under Drain
1 - 6" Observation Well
(See Detail Sh. CS9511)Pre-Treatment
5' Wide Grass Strip
Gabion Weir Typ.
See Det, Sh CS95116" Perforated
Under Drain (Typ.)
FOREBAY A
6" Cleanout (Typ.)
Armour 6' Wide Weir w/
N.A.G. C350 Perm. Erosion
Matting or Approved Equal
STORM STR 58
6" Cleanout Riser6" PerforatedUnderdrain
6" Perforated Underdrain
(Invert = 753.00)
36" Soil Media Layer
(Bottom = 753.75)3" Choker Stone Layer
(Bottom = 753.50)
18" Stone Reservoir Layer
(Bottom = 752.00)
36" Soil Media Layer
(Top = 756.75)
3" Turf Layer
(Top = 757.00)
6" Solid Wall Pipes(Underdrain fromBio-Retention Facilities)
Geo-Textile Fabric
Place Geo-Textile Fabric on top of thechoker layer. Position the Filter Fabricto be centered about the Underdrainand extending 1ft. to 2 ft. beyond eitherside of the Underdrain.
Top of Berm = 759.00
Finished Grade
6' Wide Weir = 758.00(Shown for Reference Elevation)
12" StorageDepth 3" ThickConc. Apron
Cap = 758.50
Cleanout Riser
See Bio-RetentionCleanout Detail
Impermeable Liner
Constructed Per Criteria
of Table 6, from "CSN
Technical Bulletin No. 1"
Impermeable Liner Limits
10 Yr. WSE = 758.05'
BIO-RETENTION FACILITY A - SCHEMATIC CROSS SECTION
NOT TO SCALE 36" Bio-Ret Soil Media18" Sump12"U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9501.dwg PLOTTED: 7/25/2024 4:50 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTBIO-RETENTION FACILITY A PLANCS9501
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.106100 25'50'
GRAPHIC SCALE 1"=25'
BIORETENTION FACILITY "A" PLAN
SCALE: 1" = 25'
7507427447467487527547567587
5
0
750
760752
75
2
75
4
7
5
4
756
7
5
6
758
758762750
748
748
752
754
756
758 742744
744
746
748
75
0 742744
7467527507427
4
4
746748752
752754
754756
756758758IRF
ASPHALT
PAVEMENT
UTILITY PEDESTAL (TYP)
GUY (4)
FWPUTILITY VAULT
ALLG.PWR #12406
7
2
ALLG.PW
R #1245795ALLG.PWR #1240673
EX SMHRIM = 749.59INV IN = 741.34INV OUT = 739.54
EX C&G (TYP)
EX EG (T
Y
P)
EX 8" WA
T
E
R
M
AI
N
(APPX F
R
O
M
R
E
C
O
R
D
S
&
GI
S
)
EX 6" PL
A
G
A
S
M
AI
N
(SHOWN
A
P
P
X
P
E
R
A
V
AI
L
A
B
L
E
R
E
C
O
R
D
S)
L
A
T
(G
I
S
)
EX EP (TYP)
EX EP (TYP)
22
23
13
11
15" HDPE
15" HDPE12" HDPE 12" HDPEHEAVY DUTYASPH PVMT
CG-6
EX1
A
CO1
MAN DOOR (TYP)12" HDPER1
12" PVC SC
H
-
4
0
3.1
2
3
24" RCP CL III
1
12
21
SWM ES
M
T
SW
M
E
S
M
T
SWM ESMT
N
EW
T
R
E
E
L
I
N
E
220.0'
BIO-RETENTION - B
LAT = N 39° 13' 27.08"
LON = W 78°09'22.16"
F
R
ED
WA
T
ER
OWN
E
D
PR
I
VA
T
E
R2
12" HDPE 12" HDPE15" HDPE24" R
C
P
C
L
I
I
I
24" RCP CL III
12"
H
D
P
E
P
R
.
2
0
'
FW
E
SM
T
A1
PROP 4" DOUBLE YELLOW STRIPING
CO2
5301EP
5301EP
5544EP
5244EP
5346EP
5189EP
5590EP
5485EP
5874EP
5874EP
5843EP
5714EP
5761EP
57EP
5769CL
5616CL
5328CL
5283CL
5233CL
5283CL
5869CL 6002HP
4966EP
5800CL
750
760
742
744
746
748
752
754
756
758
750752754756758
75
0752754756
7
5
4
756
750
748
752
754
5743HP
76250FF
6035
4R @ 0.54'
5933
6R @ 0.53'76250FF
5988 6059
7547567567567567587547565976EP
5976EP
5679EP2.4%1.4%7467467487487487487486" Solid Wall
Under Drain
1 - 6" Observation Well
(See Detail Sh. CS9511)
Pre-Treatment
5' Wide Grass Strip
Gabion Weir Typ.
See Detail, Sh. CS9511 6" Perforated
Under Drain (Typ.)
FOREBAY B
6" Cleanout (Typ.)
Armour 6' Wide Weir w/
N.A.G. C350 Perm. Erosion
Matting or Approved Equal
Pre-Treatment Forebay Cell A
Storage Elevation = 748.00'
Provided Storage Volume = 1,155 ft3
Bio-Retention A Treatment Cell
Surface Elevation = 747.00'
Equivalent Storage Depth = 2.35 ft
Required Surface Area = 3,277 ft2
Provided Surface Area = 3,285 ft2
Required Storage Volume = 7,700 ft3
Provided Storage Volume = 7,720 ft3
6" Cleanout Riser6" PerforatedUnderdrain36" Soil Media Layer
(Bottom = 743.75)3" Choker Stone Layer
(Bottom = 743.50)
18" Stone Reservoir Layer
(Bottom = 742.00)
36" Soil Media Layer
(Top = 746.75)
3" Turf Layer
(Top = 747.00)
Top of Berm = 749.00
3" ThickConc. Apron
Cap = 748.50
Cleanout Riser
See Bio-RetentionCleanout Detail
BIO-RETENTION FACILITY B - SCHEMATIC CROSS SECTION
NOT TO SCALE36" Bio-Ret Soil Media18" Sump12"Inv. =741.5
Finished Grade
6' Wide Weir = 748.00(Shown for ReferenceElevation)
6" Solid Wall Pipes(Underdrain fromBio-Retention Facilities)
Geo-Textile Fabric
Place Geo-Textile Fabric on top of thechoker layer. Position the Filter Fabricto be centered about the Underdrainand extending 1ft. to 2 ft. beyond eitherside of the Underdrain.
Impermeable Liner
Constructed Per Criteria
of Table 6, from "CSN
Technical Bulletin No. 1"
12" StorageDepth
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9502.dwg PLOTTED: 7/25/2024 4:50 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 25'50'
GRAPHIC SCALE 1"=25'
APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTBIO-RETENTION FACILITY B PLANCS9502
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.1061BIORETENTION FACILITY "B" PLAN
SCALE: 1" = 25'
76
0
758
76076076
0
758
758762764766770
7
6
2
76276
4
76476
6
766766766
768
768
772
770764766768772 770768
KENTMERE CT. - RTE 869S
6
6
°
1
2
'
4
7
"
E
3
9
2
.
0
6
'
S 53°26'57" W 249.05'
GATE
E
X
G
R
A
V
E
L
R
O
A
D
GUY (2)
15" CULVERT
INV IN = 765.90INV OUT = 765.51
P.E.C.O.#74922201
202
NEW TREELINE
NEW TREELINE 36" HDPESWM ESMT
SWM ESMT
SWM ESMT
TRIPLE 15"RCP CL III
EW-1PC W/STEEL WEIR(SEE DET, SHCS9510
3' WIDE GABIONBASKET OUTFALL
7.5' (W) WEIR
6365EP
6493EP 6744EP
6664EP
6612EP
6745EP
6767EP
6784EP
6310EP
6537EP 6767EP
6814EP
6584EP
6571LP
6615EP
6389CL
6589EP
6643TC
6655TC 6708TC
6618TC
6777TC
6799TC
6821TC
6821TC
6838TC
6872TC6635TC
6358EP 6595EP
6563EP
6723EP
6689EP
6669TC
6592TC
6358EP
6328EP
6581EP
764
76476
6
766
766764
7
6
4
7
6
6
766
766 766766766
768
768
768
766
766
768
768
768
760
758
762
764
762 764764 766
758758758
758
760
758
758
6604HP
65 59EX
76276
2
764
760
760
7
6
0
7
6
2
76
2
7
6
2
770 7667
6
6
7
6
8
768
7
6
8
6672EP
6676EP
6651EP
6684TC
6687TC
6709TC
Bio-Retention A Treatment Cell
Surface Elevation = 757.00'
1 - 6" Observation Well
(See Detail Sh. CS9511)Pre-Treatment
5' Wide Grass Strip
Gabion Weir Typ.
See Det, Sh CS95116" Perforated
Under Drain (Typ.)
FOREBAY A
Rectangular Weir = 762.75'
[12" (W) x 3" (H)]
Rectangular Orifice = 762.50'
[4" (W) x 3" (H)]
Rectangular Weir = 764.00'
[31" (W) x 5" (H)]
Rectangular Weir = 765.10'
[15" (W) x 4" (H)]
36" HDPE
48" x 48" x 3 8" STEELPLATE W/ WEIR NOTCHES
BOLTED TO EW-1PC
VDOT STD EW-1PC
CATCH BASIN 2 OUTFALL STRUCTURE DETAIL
NOT TO SCALE
U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9503.dwg PLOTTED: 7/25/2024 4:51 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTCATCH BASINS 1 & 2 PLANCS9503
TOTAL SHEETS 58 NORTH 7-25-2024 DAVID L. FRANKLic. No.106100 25'50'
GRAPHIC SCALE 1"=25'
BIORETENTION FACILITY "A" PLAN
SCALE: 1" = 25'
GABION WALL CHECK DAM
NOT TO SCALE
3'
2.0'
BURIED
DEPTH 0.5'
1.5'
PRETREATMENT
CELL
PROPOSED
GRADE
NON-WOVEN
GEOTEXTILE
FABRICCLEAN WASHED
#57 STONE
LOWER GABION
BASKET (3' W x 1.5' H)
SIDE VIEW
BW = 0.00'
NOTE: GABION STONE
SIZE 4"-8" (AVERAGE 6")
UPPER GABION
BASKET (3' W x 1.0' H)
1.0'WEIR = +1.00'
TW = +2.00'
GRAVEL
DIAPHRAGM
1.0'
TYPICAL GABION BASKETS
NOT TO SCALE
ISOMETRIC VIEWNote: Gabion Basket lengths will vary, but Shall be
Multiples (1,2,3, or 4) of the 3 foot Basket Width.
BASKET HEIGHT
VARIES 1', 1.5'
OR 3' (SEE PLAN
DETAILS FOR
HEIGHT)
INDIVIDU
A
L
C
E
L
L
3'
LENGTH
3' B
A
S
K
E
T
W
I
D
T
H
TOP/LID
DIAPHRAGM
GABION B
A
S
K
E
T
L
E
N
G
T
H
(
3'
,
6'
,
9'
O
R
1
2'
)
Gabion Weir Detail
NTS
6' Weir Width
1.5'
Front View
9' Length
3:1
Note: Gabion Stone
Size 4"-8" (Average 6")
1'
0.5'
7' Minimum Width of
Forebay @ Weir Approach
9' Length
3:1
6' Length 6' Length
9' Length
Lower Gabion Basket
(9' W x 1.5' H)Lower Gabion Basket
(3' W x 1.5' H)
Lower Gabion Basket
(6' W x 1.5' H)
Upper Gabion Basket
(9' W x 1.0' H)
Fill Voids with #57 Stone
Between Edge of Excavation
and Gabion Baskets
Upper Gabion Basket
(9' W x 1.0' H)
Proposed Grade
Non-Woven
Geo-Textile
Fabric
Earthen Embankments Notes
Site Preparation
Areas designated for borrow sites, embankment construction, and structural work should be cleared, grubbed and stripped of topsoil. All trees, vegetation,
roots and other objectionable material should be removed. All cleared and grubbed material should be disposed of outside and below the limits of the
embankment and reservoir, as directed by the owner or his representative. When specified, a sufficient quantity of topsoil should be stockpiled in a suitable
location for use on the embankment and other designated areas.
Earth Fill
1. Material - Fill material should be taken from an approved, designated borrow area. It should be free of roots, stumps, wood, rubbish, stones greater than
6 inches, and frozen or other objectionable materials. Fill material for the center of the embankment and the cutoff trench should conform to Unified Soil
Classification GC, SC, or CL. Consideration may be given to the use of other materials in the embankment based on the recommendations of a
geotechnical engineer supervises the design and construction.
2. Placement - Areas on which fill is to be placed should be scarified before its placement. Fill material should be placed in layers a maximum of 8 inches
thick (before compaction), which should be continuous over the entire length of the fill. The most permeable borrow material should be placed in the
downstream portions of the embankment. The principal spillway must be installed concurrently with fill placement and not excavated into the
embankment.
3. Compaction - Fill material should be compacted with appropriate compaction equipment such as a sheepsfoot, rubber-tired or vibratory roller. The
number of required passes by the compaction equipment over the fill material may vary with soil conditions. Fill material should contain sufficient
moisture such that the required degree of compaction will be obtained with the equipment used. The minimum required density is 95% of maximum dry
density with a moisture content within 2% of the optimum, unless otherwise specified by the engineer. Each layer of the fill should be compacted as
necessary to obtain minimum density and the engineer should certify, at the time of construction, that each fill layer meets the minimum density
requirement. All compaction is to be determined by either Standard Proctor Test (ASTM D698) or the Modified Proctor Test (ASTM D1557) as directed
by the geotechnical engineer based on site and soil conditions and the size and type of structure being built.
4. Cutoff Trench - The cutoff trench should be excavated into impervious material along or parallel to the centerline of the embankment as shown on the
plans. The equipment used for excavation should govern the bottom width of the trench, with the minimum width being 4 The depth should be at least 4
feet below existing grade or as shown on the plans. The side slopes of the trench should be 1H:1V or flatter. The backfill should be compacted with
construction equipment, rollers, or hand tampers to assure maximum density and Minimum permeability. Compaction requirements shall be the same
as those for the embankment. The trench shall be drained during the backfilling / compacting operations.
5. Top Soil - The surface layer of compacted fill should be scarified prior to placement of at least 6 inches of topsoil. The topsoil shall be stabilized with in
accordance with the Virginia Erosion and Sediment Control Handbook, 1992 edition.
Structure and Conduit Backfill
Backfill that is beside pipes or structures should be of the same type and quality as specified for the adjoining fill material. The fill should be placed in
horizontal layers not to exceed 4 inches in thickness and compacted by hand tampers or other manually directed compaction equipment. The material
should completely fill all spaces under and beside the pipe. During the backfilling operation, equipment should not be driven closer than 4 feet, as measured
horizontally, to any part of a structure. Also, equipment should NEVER be driven over any part of a structure or pipe, unless compacted fill has been placed
to a depth specified by the structural live load capacity of the structure or pipe in order to adequately distribute the load.
VA DCR Stormwater Design Specification No. 14, Wet Pond, Ver. 2.0 January 1, 2013
SECTION 8: CONSTRUCTION
8.1 Construction Sequence
The following is a typical construction sequence to properly install a wet pond. The steps
may be modified to reflect different wet pond designs, site conditions, and the size,
complexity and configuration of the proposed facility.
Step 1: Use of Wet Pond as an E&S Control. A wet pond may serve as a sediment basin
during project construction. If this is done, the volume should be based on the more
stringent sizing rule (erosion and sediment control requirement vs. water quality treatment
requirement). Installation of the permanent riser should be initiated during the construction
phase, and design elevations should be set with final cleanout of the sediment basin and
conversion to the post-construction wet pond in mind. The bottom elevation of the wet pond
should be lower than the bottom elevation of the temporary sediment basin. Appropriate
procedures should be implemented to prevent discharge of turbid waters when the basin is
being converted into a wet pond.
Step 2: Stabilize the Drainage Area. Wet ponds should only be constructed after the
contributing drainage area to the pond is completely stabilized. If the proposed pond site will
be used as a sediment trap or basin during the construction phase, the construction notes
should clearly indicate that the facility will be de-watered, dredged and re-graded to design
dimensions after the original site construction is complete.
Step 3: Assemble Construction Materials on-site, make sure they meet design
specifications, and prepare any staging areas.
Step 4: Install E&S Controls prior to construction, including temporary de-watering devices
and stormwater diversion practices. All areas surrounding the pond that are graded or
denuded during construction must be planted with turf grass, native plantings, or other
approved methods of soil stabilization.
Step 5: Clear and Strip the project area to the desired sub-grade.
Step 6: Excavate the Core Trench and Install the Spillway Pipe.
Step 7: Install the Riser or Outflow Structure, and ensure the top invert of the overflow weir
is constructed level at the design elevation.
Step 8: Construct the Embankment and Any Internal Berms in 8- to 12-inch lifts, or as
directed by geotechnical recommendations, and compact as required with appropriate
equipment.
Step 9: Excavate/Grade until the appropriate elevation and desired contours are achieved
for the bottom and side slopes of the pond.
Step 10: Construct the Emergency Spillway in cut or structurally stabilized soils.
Step 11: Install Outlet Protection, including emergency and primary outlet apron protection.
Step 12: Stabilize Exposed Soils with temporary seed mixtures appropriate for the pond
buffer. All areas above the normal pool elevation should be permanently stabilized by
hydroseeding or seeding over straw.
Step 13: Plant the Pond Buffer Area, following the pond landscaping plan (Section 6.7).
8.2 Construction Inspection
Multiple inspections are critical to ensure that stormwater ponds are properly constructed.
·Inspections are recommended during the following stages of construction:
·Pre-construction meeting
·Initial site preparation (including installation of E&S controls)
·Excavation/Grading (interim and final elevations)
·Installation of the embankment, the riser/primary spillway, and the outlet structure
·Implementation of the pond landscaping plan and vegetative stabilization
·Final inspection (develop a punchlist for facility acceptance)
Upon final inspection and acceptance, the GPS coordinates for all wet ponds should be
logged for entry into the VSMP Authority’s BMP maintenance tracking data base.
A construction phase inspection checklist for Wet Ponds can be accessed at the end of this
specification.
Wet Pond Impermeable Liner Note
The Detention Facility shall be lined with an impermeable liner (30 mil PVC Geo-Membrane Liner
covered by 8 to 12 oz./sy Non Woven Geo-Textile) including bottom and sides up to the 10 Yr
WSE for Detention Facilities. Contractor may utilize clay liner provided the liner is with an 18-inch
thick layer of low permeability clay soil (Classified as CL or CH in accordance with Unified Soil
Classification System.) Any hard rock encountered at or above the pond elevation shall be over
excavated at least 18 Inches below the planned bottom elevation to allow for construction of the
18-inch thick clay liner. All material placed as a clay liner shall be compacted to at least 95% of
the maximum dry density and within minus 1% and Plus 3% of the optimum moisture content as
determined by the standard proctor method (AASHTO T-99).U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9510.dwg PLOTTED: 7/25/2024 4:52 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTWET POND DETAILS CS9510
TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061
Plan View
Section View
Note: See Bioretention Bed Cross Section For Details Regarding Depth And Pipe
Sizes. See Site Plan For Specific Elevations, Drainage Piping Inverts, And Storm
Structure Sizing
Pavement
Sheet Flow from Impervious
Surface
Impermeable Liner
Constructed Per Criteria of Table 6, from
"CSN Technical Bulletin No. 1", shown on
Sheet 8.Choker Stone Layer
Gravel
Diaphram
3:1 Slope
to Berm
WQv Level
Filter Media
Perforated
Underdrain
Grass Filter
Strip
Solid
Outlet
Pipe to
Daylight
Berm
Overflow Weir
Bio-Retention Facility Schematic Detail
Gravel
Diaphram Grass Filter
Strip
Perforated Underdrain
Collection System
Berm
Sump
Top Mulch
Layer
Cleanout
(Typ.)
Filter Fabric
Place Filter Fabric on top of the choker
layer. Position the Filter Fabric to be
centered about the Underdrain and
extending 1ft. to 2 ft. beyond either side of
the Underdrain.Bio-Retention Soil MediaSump6" Cleanout RiserPerforated Underdrain12"Vented Cap Set 6" Above
Water Storage Surface
Elevation
Connect Observation Well
to Underdrain with
a Vertical Tee Fitting
Watertight PVC Cap on
Upstream end of Underdrain 6" Cleanout RiserBIO-RETENTION CLEANOUT DETAIL
NOT TO SCALE
Perforated Underdrain12"Vented Cap Set 6" Above Water
Storage Surface Elevation
Connect Cleanout Riser to
Underdrain with a 45° Wye
& Fitting or Equivalent
Watertight PVC Cap on
Upstream end of Underdrain
Bio-Retention Soil MediaSumpBIO-RETENTION OBSERVATION WELL DETAIL
NOT TO SCALE
Bio-Retention Basin Shall Be Constructed Only After The Site Work Is Complete
And Stabilization Measures Have Been Implemented. Experience With
Bio-Retention Basins And Soil Media Filters Has Demonstrated That Bio-Retention
Filters Must Be Protected From All Sediment Loads.
B.3.B Specifications For Bio-Retention
1.Material Specification
The Allowable Materials To Be Used In Bio-Retention Area Are Detailed In Table
9.6, This Sheet.
ALL BIO-RETENTION MEDIA IS TO BE SOURCED FROM A CERTIFIED VENDOR.
2.Planting Soil
The Planting Soil Shall Be A Loamy Sand Or A Loam Sand Mix Which Is Generally
Classified As A Loamy Sand On The Usda Texture Triangle. The Mixture Should
Contain A Minimum Of 80-85% Course Sand By Volume, 8-12% Soil Fines, And
3-5% Organic Matter. The Soil Shall Be A Uniform Mix, Free Of Stones, Stumps,
Roots, Or Other Similar Objects Larger Than One Inch. No Other Materials Or
Substances Shall Be Mixed Or Dumped Within The Bio-Retention Area That May
Be Harmful To Plant Growth, Or Prove A Hindrance To The Planting Or
Maintenance Operations. The Planting Soil Shall Be Free Of Bermuda Grass,
Mugwort, Nutsedge, Canada Thistle, Quackgrass, Johnson Grass, Or Other
Noxious Weeds As Specified Under Comar 15.08.01.05.
The Planting Soil Shall Be Tested And Shall Meet The Following Criteria:
Ph Range 5.2 - 7.0
P-Index 10-30
Phosphorus 7-23 Mg/Kg
Cation Exchange Capacity (Cec) Greater Than 10
Infiltration Rate 1-2 Inches Per Hour
Void Ratio (Vv/Vt) (Min)0.25
All Bio-Retention Areas Shall Have A Minimum Of One Test. Each Test Shall
Consist Of Both The Standard Soil Test For Ph, Phosphorus, And Potassium And
Additional Tests Of Organic Matter, And Soluble Salts. A Textural Analysis Is
Required From The Site Stockpiled Topsoil. If Topsoil Is Imported, Then A Textural
Analysis Shall Be Performed For Each Location Where The Top Soil Was
Excavated.
Since Different Labs Calibrate Their Testing Equipment Differently, All Testing
Results Shall Come From The Same Testing Facility.
Should The Ph Fall Out Of The Acceptable Range, It May Be Modified (Higher)
With Lime Or (Lower) With Iron Sulfate Plus Sulfur.
3.Compaction
It Is Very Important To Minimize Compaction Of Both The Base Of The
Bio-Retention Area And The Required Backfill. When Possible, Use Excavation
Hoes To Remove The Original Soil. If Bio-Retention Areas Are Excavated Using A
Loader, The Contractor Should Use Wide Track Or Marsh Track Equipment Or
Light Equipment With Turf Type Tires. Use Of Equipment With Narrow Tracks Or
Tires, Rubber Tires With Large Lugs, Or High Pressure Tires Will Cause Excessive
Compaction Resulting In Reduced Infiltration Rates And Is Not Acceptable.
Compaction Will Significantly Contribute To Design Failure.
Compaction Can Be Alleviated At The Base Of The Bio-Retention Facility By Using
A Primary Tilling Operation Such As A Chisel Plow, Ripper, Or Subsoiler. These
Tilling Operations Are To Refracture The Soil Profile Through The 12 Inch
Compaction Zone. Substitute Methods Must Be Approved By The Engineer.
Rototillers Typically Do Not Till Deep Enough To Reduce The Effects Of The
Compaction From Heavy Equipment.
Rototill 2 To 3 Inches Of Sand Into The Base Of The Bio-Retention Before
Backfilling The Required Sand Layer. Pump Any Ponded Water Before Preparing
(Rototilling) Base.
When Backfilling The Topsoil Over The Sand Layer, First Place 3 To 4 Inches Of
Topsoil Over The Sand, Then Rototill The Sand/Topsoil To Create A Graduation
Zone. Backfill The Remainder Of The Planting Soil To The Final Grade.
When Backfilling The Bio-Retention Facility, Place Lifts 12" To 18" That Are
Loosely Compacted. Do Not Use Heavy Equipment Within The Bio-Retention
Basin. Heavy Equipment Can Be Used Around The Perimeter Of The Basin To
Supply Soils And Sand. Grade Bio-Retention Materials With Light Equipment Such
As A Compact Loader Or A Dozer/Loader With Marsh Tracks.
4.Plant Material
Recommended Plant Material For Bio-Retention Areas Can Be Found In As Noted
On This Sheet And In The Specifications..
5.Plant Installation
Mulch Should Be Placed To A Uniform Thickness Of 2" To 3". Shredded Hardwood
Mulch Is The Only Accepted Mulch. Pine Mulch And Wood Chips Will Float And
Move To The Perimeter Of The Bio-Retention Area During A Storm Event And Are
Not Acceptable. Shredded Mulch Must Be Well Aged (6 To 12 Months) For
Acceptance.
Root Stock Of The Plant Material Shall Be Kept Moist During Transport And
On-Site Storage. The Plant Root Ball Should Be Planted So 1/8th Of The Root Ball
Is Above Final Grade Surface. The Diameter Of The Planting Pit Shall Be At Least
Six Inches Larger Than The Diameter Of The Planting Ball. Set And Maintain The
Plant Straight During The Entire Planting Process. Thoroughly Water Ground Bed
Cover After Installation.
Trees Shall Be Braced Using 2" By 2" Stakes Only As Necessary And For The First
Growing Season Only. Stakes Are To Be Equally Spaced On The Outside Of The
Tree Ball.
Grasses And Legume Seed Should Be Drilled Into The Soil To A Depth Of At Least
One Inch. Grass And Legume Plugs Shall Be Planted Following The Non-Grass
Ground Cover Planting Specifications.
The Topsoil Specifications Provide Enough Organic Material To Adequately
Supply Nutrients From Natural Cycling. The Primary Function Of The
Bio-Retention Structure Is To Improve Water Quality. Adding Fertilizers Defeats,
Or At A Minimum, Impedes This Goal. Only Add Fertilizer If Wood Chips Or Mulch
Are Used To Amend Soil. Rototill Urea Fertilizer At A Rate Of 2 Pounds Per 1000
Square Feet.
6.Underdrains
Place The Appropriate Depth Of #57 Stone On The Bottom, Install The Perforated
Underdrain Pipe, Pack #57 Stone To The Top Of The Pipe, Add 3" Of Choker
Stone, Followed By A Geotech Filter Fabric For Filter Between Choker Stone And
Planting Soil.
The Main Collector Pipe For The Underdrain Systems Shall Be Constructed At A
Minimum Slope Of 0.5%. Observation Wells And/Or Clean-Out Pipes Must Be
Provided (One Minimum Per Every 1000 Square Feet Of Surface Area).
7.Miscellaneous
- The Bio-Retention Facility May Not Be Constructed Until All Contributing
Drainage Area Has Been Stabilized.
- Landscape Contractor To Mix The Tree And Shrub Species Together For A
More Naturalized Appearance.
Specification #9, January, 2013
SECTION 8: CONSTRUCTION
8.1.Construction Sequence
Construction Stage E&S Controls. Micro-bioretention and small-scale bioretention
areas should be fully protected by silt fence or construction fencing, particularly if
they will rely on infiltration (i.e., have no underdrains). Ideally, bioretention should
remain outside the limit of disturbance during construction to prevent soil
compaction by heavy equipment. Bioretention basin locations may be used as
small sediment traps or basins during construction. However, these must be
accompanied by notes and graphic details on the ESC plan specifying that (1) the
maximum excavation depth at the construction stage must be at least 1 foot
above the post-construction maximum excavation, (2) the facility must contain an
underdrain, and (3) the plan must also show the proper procedures for converting
the temporary sediment control practice to a permanent bioretention facility,
including dewatering, cleanout and stabilization.
8.2 Bioretention Installation
The following is a typical construction sequence to properly install a bioretention
basin. The installation of a bioretention basin will include intermediate inspections
at critical stages of construction with inspector sign-off that the particular
elements of the bioretention are constructed according the approved plans and
specifications. As an alternative, if allowed by the VSMP Authority, the contractor
may rely on the engineer of record or other qualified individual to conduct the
intermediate inspections and certifications of compliance. The construction
sequence for micro-bioretention is more simplified. These steps may be modified
to reflect different bioretention applications or expected site conditions:
Step 1. Construction of the bioretention area may only begin after the entire
contributing drainage area has been stabilized with vegetation. It may be
necessary to block certain curb or other inlets while the bioretention area is being
constructed. The proposed site should be checked for existing utilities prior to
any excavation.
Step 2. The designer and the installer should have a preconstruction meeting,
checking the boundaries of the contributing drainage area and the actual inlet
elevations to ensure they conform to original design. Since other contractors may
be responsible for constructing portions of the site, it is quite common to find
subtle differences in site grading, drainage and paving elevations that can
produce hydraulically important differences for the proposed bioretention area.
The designer should clearly communicate, in writing, any project changes
determined during the preconstruction meeting to the installer and the plan
review/inspection authority.
Step 3. Temporary E&S controls are needed during construction of the
bioretention area to divert stormwater away from the bioretention area until it is
completed. Special protection measures such as erosion control fabrics may be
needed to protect vulnerable side slopes from erosion during the construction
process.
Step 4. Any pre-treatment cells should be excavated first and then sealed to trap
sediments.
Step 5. Excavators or backhoes should work from the sides to excavate the
bioretention area to its appropriate design depth and dimensions. Excavating
equipment should have scoops with adequate reach so they do not have to sit
inside the footprint of the bioretention area. Contractors should use a cell
construction approach in larger bioretention basins, whereby the basin is split
into 500 to 1,000 sq. ft. temporary cells with a 10-15 foot earth bridge in between,
so that cells can be excavated from the side.
Step 6. It may be necessary to rip the bottom soils to a depth of 6 to 12 inches to
promote greater infiltration.
Step 7. Place geotextile fabric on the sides of the bioretention area with a 6-inch
overlap on the sides. If a stone storage layer will be used, place the appropriate
depth of #57 stone on the bottom, install the perforated underdrain pipe, pack #57
stone to 3 inches above the underdrain pipe, and add approximately 3 inches of
choker stone/pea gravel as a filter between the underdrain and the soil media
layer. If no stone storage layer is used, start with 6 inches of #57 stone on the
bottom, and proceed with the layering as described above.
Step 8. Obtain soil media from a qualified vendor, and store it on an adjacent
impervious area or plastic sheeting. After verifying that the media meets the
specifications, apply the media in 12-inch lifts until the desired top elevation of the
bioretention area is achieved. Wait a few days to check for settlement, and add
additional media, as needed, to achieve the design elevation.
Step 9. Prepare planting holes for any trees and shrubs, install the vegetation, and
water accordingly. Install any temporary irrigation.
Step 10. Place the surface cover in both cells (mulch, river stone or turf),
depending on the design. If coir or jute matting will be used in lieu of mulch, the
matting will need to be installed prior to planting (Step 9), and holes or slits will
have to be cut in the matting to install the plants.
Step 11. Install the plant materials as shown in the landscaping plan, and water
them during weeks of no rain for the first two months.
8.3 Construction Inspection
Inspections during and immediately after construction are needed to ensure that all the
elements of bioretention basins are built in accordance with these specifications. Use a
detailed inspection checklist that requires sign-offs by qualified individuals at critical
stages of construction to ensure that the contractor's interpretation of the plan is
consistent with the designer's intent. The following identifies the critical stages of
construction where an intermediate inspection and sign-off by a qualified individual is
recommended, since the items can't be verified after construction is completed. A
construction inspection checklist that includes certifications of inspection at critical
stages is provided at the end of this specification.
The following represents items that are frequently overlooked during construction
inspection but represent important elements for ensuring the success of the
bioretention facility during the initial break-in period.
Verify the proper coverage and depth of mulch, vegetation, or soil matting has been
achieved following construction, both on the filter bed and the side-slopes.
Inspect the pre-treatment forbays and filter strips to verify that they are properly
installed, stabilized, and working effectively before opening the facility to runoff.
Check that outfall protection/energy dissipation measures at concentrated inflow and
outflow points are stable.
Upon final acceptance of the facility, log the practice's GPS coordinates and submit
them for entry into the VSMP Authority's BMP maintenance tracking database.
9.1. Maintenance Agreements
The Virginia Stormwater Management regulations (4 VAC 50-60) specify the
circumstances under which a maintenance agreement must be executed between the
owner and the VSMP authority, and sets forth inspection requirements, compliance
procedures if maintenance is neglected, notification of the local program upon
transfer of ownership, and right-of-entry for local program personnel.
All bioretention practices must include a long term maintenance agreements
consistent with the provisions of the VSMP regulations, and must include the
recommended maintenance tasks and a copy of an annual inspection checklist.
When micro-scale bioretention practices are applied on private residential lots,
homeowners should be educated (ideally, provide handout materials) regarding their
routine maintenance needs by being provided a simple document that explains their
purpose and routine maintenance needs.
A deed restriction, drainage easement or other mechanism enforceable by the
VSMP authority must be in place to help ensure that rain gardens and bioretention
filters are maintained and not converted or disturbed, as well as to pass the
knowledge along to any subsequent owners.
The mechanism should, if possible, grant authority for the VSMP authority to
access the property for inspection or corrective action.
Bio-Retention Construction Documentation Notes
Photo Documentation of each stage of construction is
recommended. Measuring Sticks should be used to document
depth and thickness.
Use photo documentation to record installation of;
·The Impermeable Liner if Required
·The Underdrain System
·The Stone Reservoir Layer
·Choker Stone Layer
·Filter Fabric Placement
·The Bio-Retention Soil Media Layer
·The Hardwood Mulch Layer
Upon final acceptance of the facility, log the practice's GPS
coordinates and submit them for entry into the VSMP Authority's
BMP maintenance tracking database.U:\Accounts\BECKN\BECKN23002 - Stonewall Industrial Park Site Plan\DESIGN\_SHEETS\SDP\CS9510.dwg PLOTTED: 7/25/2024 4:52 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSBECKN23002
AS NOTED
TEAM
01-19-2024
DLFAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED PERMIT DRAWINGS BECKNELL INDUSTRIAL120 EAST BURLINGTON AVENUE | LAGRANGE, ILLINOIS 60525ZM SHEET METAL 554 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTBIORETENTION FACILITY DETAILS TOTAL SHEETS 58 7-25-2024 DAVID L. FRANKLic. No.1061CS9511