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U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS0000.dwg PLOTTED: 7/5/2022 1:19 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS0000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF1 46
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 540.665.0493APPROVED CONSTRUCTION PLANS
LOCATION MAP
Scale: 1" = 2000'NORTHCALL 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
07/05/2022
DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603COVER SHEETCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTPREPARED FOR:
OWNER/DEVELOPERH&W CONSTRUCTION, INC.
1025 MARTINSBURG PIKE
WINCHESTER, VA 22603
(540) 667-3752
COSTELLO DRIVE SELF STORAGE
SELF STORAGE FACILITY
SITE DEVELOPMENT PLAN
SITE PLAN #: 01-22
SHAWNEE MAGISTERIAL DISTRICT - FREDERICK COUNTY, VIRGINIA
ORIGINAL SUBMISSION DATE: 12-13-2021
REVISED SUBMISSION DATE: 07-05-2022
RESPONSIBLE 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
"SITE PLAN VALID FOR FIVE YEARS FROM APPROVAL DATE"
________________________________________________________________________________
APPROVED BY DATE
LOCAL UTILITIES
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
SITE DEVELOPMENT NOTES
1. THE EXISTING CONDITIONS, FEATURES, PROPERTY INFORMATION AND TOPOGRAPHY ARE AS
ORIGINALLY PREPARED BY GREENWAY ENGINEERING, THEN SUPPLEMENTED WITH ADDITIONAL
FIELD WORK BY MARSH & LEGGE LAND SURVEYORS, PLC. DATED.
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. 51069C0219E, EFFECTIVE
1/29/2021, THE LIMITS OF CONSTRUCTION ARE LOCATED IN ZONE X, AN AREA OF MINIMAL FLOOD
HAZARD.
SHEET INDEX
Sheet
Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES AND LEGENDS
3 EXISTING CONDITIONS
4 EROSION AND SEDIMENT CONTROL NARRATIVE
5 EROSION AND SEDIMENT CONTROL PHASE I
6 EROSION AND SEDIMENT CONTROL PHASE II
7 SEDIMENT BASIN 1 PLAN & COMPUTATIONS
8 EROSION AND SEDIMENT CONTROL DETAILS
9 EROSION AND SEDIMENT CONTROL DETAILS AND COMPUTATIONS
10 EROSION AND SEDIMENT CONTROL DETAILS AND COMPUTATIONS
11 ROAD PROFILES
12 SIGHT DISTANCE
13 SIGHT DISTANCE
14 TYPICAL SECTIONS
14A MOT PLAN
15 OVERALL PLAN
16 PHASING PLAN
17 SITE PLAN
18 GRADING PLAN
19 SITE DETAILS
20 UTILTY PLAN
21 SANITARY SEWER PROFILES
22 WATERLINE PROFILES
23 FREDERICK WATER DETAILS
24 FREDERICK WATER DETAILS
25 PREDEVELOPMENT DRAINAGE MAP
26 POST-DEVELOPMENT DRAINAGE MAP
27 REGULATORY COMPLIANCE SUMMARY - WATER QUANTITY
28 REGULATORY COMPLIANCE SUMMARY - WATER QUALITY
29 WET POND PLAN & WET POND SECTION A-A
30 WET POND DETAILS & NARRATIVES
31 BIO-RETENTION FACILITY A PLAN & COMPUTATIONS
32 BIO-RETENTION FACILITY B PLAN & COMPUTATIONS
33 BIO-RETENTION BASIN DETAILS & NARRATIVES
34 STORM SEWER PROFILES
35 STORM SEWER PROFILES
36 STORM SEWER COMPUTATIONS
37 STORM SEWER DETAILS
38 STORM SEWER DETAILS
39 LANDSCAPE PLAN
40 LANDSCAPE NOTES AND DETAILS
41 LIFE SAFETY PLAN
42 LIGHTING PLAN
43 LIGHTING DETAILS
44 LIGHTING DETAILS
45 LIGHTING DETAILS
46 LIGHTING DETAILS
PREVIOUS APPROVALS
LAND DISTURBANCE & VSMP PLAN 08/27/2021
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS0001.dwg PLOTTED: 7/5/2022 1:19 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS0001 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF2 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603GENERAL NOTES AND LEGENDSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTVIRGINIA 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 LOCATED 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. TEST HOLE .........................
PARKING SPACES NUMBER .............
BUILDING WALL .....................
DOOR LOCATION .....................
LIMITS OF GRADING .................
BENCHMARK .........................
77
PROPOSED
CG-6R
TREE LINE .........................
TREE ..............................
SANITARY STRUCTURE LABEL ..........
WATER METER .......................
SPOT SHOT .........................
SIGN ..............................
FIRE HYDRANT ......................
STREET LIGHT ......................
UTILITY POLE ......................
WATER VALVE .......................
TRAFFIC SIGNAL POLE ...............
FENCE LINE ........................
UNDERGROUND TELEPHONE .............
OVERHEAD TELEPHONE ................
UNDERGROUND ELECTRIC ..............
OVERHEAD ELECTRIC .................
STORM STRUCTURE LABEL .............
WATERMAIN .........................
SANITARY SEWER ....................
STORM SEWER .......................
EDGE OF PAVEMENT ..................
CURB AND GUTTER ...................
CONTOURS ..........................
STREET CENTERLINE .................
PROPERTY LINE .....................
24
LEGEND
TRANS.CG-6
EXISTING
24
PAVEMENT BORING .....................
PAVEMENT CORES .....................
FORCE MAIN ..............
PW PWPROCESS WATER ..............
GAS LINE ........................
FIBER OPTIC ........................
FIRE LINE ........................
PW PW
FIRE RISER ......................
POST INDICATOR VALVE ......................
WV
STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
SITE DEVELOPMENT SUMMARY
SELF STORAGE FACILITY
TAX IDENTIFICATION NUMBERS
CURRENT ZONINGCURRENT USE
PROPOSED USESITE AREA
TOTAL DISTURBED AREA
OPEN SPACE /LANDSCAPED AREA
OPEN SPACE REQUIRED
64-10-3 AND 64-10-4B2
VACANT
14.9972 ACRES
14.9972 ACRES
0.8687 ACRES (15.00%)
OPEN SPACE PROVIDED 2.2116 ACRES (38.20%)
PARKING TABULATIONS
5 (3 @ OFFICE +
1 PER EMPLOYEE)
PARKING SPACES REQUIRED
5
PARKING SPACES PROVIDED
HC PARKING
NUMBER OF SPACES PROVIDED 5
HC SPACES REQUIRED 1 (1 VAN ACCESSIBLE)
HC SPACES PROVIDED 1 (4 VAN ACCESSIBLE)
BUILDING SETBACKS REQUIRED PROVIDED
SIDE 0'+/- 56.00'REAR 0'+/- 45.29'
FRONT (COLLECTOR/MINOR)35'+/- 187.39
MAX. BUILDING HEIGHT
35'
ALLOWED
35' MAX
PROPOSED
MAX. FLOOR AREA RATIO
1.0
ALLOWED
0.60
PROPOSED
FEMA FLOOD MAP # 51069C0219E eff. 1/29/2021
ZONE "X" AREA OF MINIMAL FLOOD HAZARDFLOOD PLAIN
TAX MAP # (AREAS IN ACRES)ORIGINAL
AREA NET CHANGE ADJUSTED
AREA
64-10-4 5.0000 +0.7910 5.7910
64-10-3 9.9972 -0.7910 9.2062
ADDITIONAL NOTES:
1.THE PRIMARY USE OF THIS SITE IS A SELF-STORAGE FACILITY (FREDERICK CO. ZONING §165-204.18A).
2.ALL PROPOSED PARKING AREAS, TRAVEL AISLES AND MANEUVERING AREAS ASSOCIATED WITH THIS
SELF-SERVICE STORAGE FACILITY SHALL BE PAVED WITH ASPHALT (FREDERICK CO. ZONING §165-204.18B).
3.THIS PLAN PROPOSES BUILDINGS WITH INTERIOR AND EXTERIOR ACCESSIBLE UNITS; ALL NOT EXCEEDING
1,000 SQUARE FEET IN AREA (FREDERICK CO. ZONING §165-204.18C).
4.SPACING BETWEEN BUILDINGS IS PROPOSED TO BE AT A MINIMUM OF 30 FEET APART (FREDERICK CO.
ZONING §165-204.18D).
((2 x 31,500)+9,450+(2x15,750) SF)
[TWO 2-LEVEL, ONE 1-LEVEL, AND TWO1-LEVEL STORAGE FACILITIES]
/ 252,255.96 SF [LOT AREA]WATER 300 GPD
300 GPD
USAGEPROJECT WATER AND SEWER USAGE
NOTE: WATER USAGE WILL EQUAL
SANITARY USAGE OF 300 GPD/UNIT
SEWER
SITE DEVELOPMENT NOTES
1. THE EXISTING CONDITIONS, FEATURES, PROPERTY INFORMATION AND TOPOGRAPHY ARE AS
ORIGINALLY PREPARED BY GREENWAY ENGINEERING, THEN SUPPLEMENTED WITH ADDITIONAL
FIELD WORK BY MARSH & LEGGE LAND SURVEYORS, PLC. DATED.
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. 51069C0219E, EFFECTIVE
1/29/2021, THE LIMITS OF CONSTRUCTION ARE LOCATED IN ZONE X, AN AREA OF MINIMAL FLOOD
HAZARD.
07/05/2022
680
690674
676
678
682 684 686
688
690686688692694
694
696
696
690700700710
710
720720692694696
696698698702702704704706706
708708
712714714716716718718722722724724726
726 680690700
700
67
86826846866886
9
2
692
6
9
4
694
69
6
696
69
8
698
702 702704
704
680690678682684686688700710
720720
696
698
702
7047067087
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
7047
0
6
708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704706 680
690
682
684
686
688
692694696698
690
700
710692
694
696
698
702
704
706
708700
700698
698
702
690
684
686688692694696
700698702704700702ZONE RA
ZONE B2
ZONE RA
ZONE B2
ZONE M1 Ex. 3 - 8" ConduitsN 23°29'36" E - 577.06'S 66°30'20" E - 357.76'N 22°53'02" E - 629.74'N 58°17'11" W - 368.25'
S 66°30'20" E - 194.99'
S 42°40'2
9
"
E
226.70'
L
1
C1
S 47°19'32" W - 204.89'S 64°33'35" W - 199.80'N 58°17'11" W - 483.16'35' BRL35' BRL35' BRL
35' BRL
TAX PARCEL 64-10-3LOT 3 = 9.9972 ACRES
WALTER H. AIKENS LIMITED PARTNERSHIP, L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 100008805TAX PARCEL 64-10-4LOT 4 = 5.0000 ACRES
FOUR OAKS PROPERTIES L.P., L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 090009504
Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321C2COVERSTONE DR. - RTE-1538
VARIABLE WIDTH R/W
INST. NO. 080002019(UNIMPROVED)Ryco Lane60' R/WDB 955 PG 152T.M. 64-10-1Fredericktowne Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 &1062 See DB 955 PG 152
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00 23+00 24+00
25+00
26+00
27+00
28+00
28+64
30+0031+0032+0033+0034+0035+0036+0037+0038+0038+1510+0011+00Storm MH Rim =675.60Inv. In= 668.85Inv. In= 668.75
4' Ø Concrete SWM RiserTop of Grate = 695.71Inv. In 5" orifice (SW) = 690.77Inv. In 7" orifice (SW) = 693.86Inv. Out 18" CPP (NE) = 690.96
Ex. SWM Basin
Drop InletTop of Grate = 698.15 Inv. Out 36" CMP = 690.66
Ex. Drop InletTop of Grate = 716.08Inv. In 6" CPP (SW) = 711.45Inv. Out 15" CPP (NE) = 711.28
Drop InletTop of Grate = 698.35 Inv. Out 15" CPP = 695.38
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Drop InletTop of Grate = 717.25Inv. In 6" CPP (SW) = 712.40Inv. In 6" CPP (W) = 712.45Inv. Out 6" CPP (NE) = 712.35
Ex. Curb InletTop = 698.96Inv. In 36" CMP = 690.17Inv. Out 36" CMP = 690.07
20' Wide W/L Esmt.DB 795 PG 340
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide W/L Esmt.DB 955 PG 152
20' Wide Sewer Esmt.
DB 838 PG 147630' Wide W/L & Sewer Esmt.
DB 838 PG 1476 Drainage Esmt.DB 955 PG 152
Drainage Esmt.DB 802 PG 1065
20' Wide Sewer Esmt.
DB 838 PG 1476
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
T.M. 64-10-2Fredericktowne Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 &1062 See DB 955 PG 152
T.M. 64-10-5Frederick County, Virginia IndustrialDevelopment Authority Zone: B2 Use: Fire & RescueStation / Community CenterInst. No. 070003086
20' Wide W/L Esmt.DB 955 PG 152
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
T.M. 64-A-89Fredericktowne Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 & 1062See Inst. No. 080003321
T.M. 64-A-89BPrince Frederick Group, L.C. Zone: B2 Use: OfficeDB 802 PG 992, 1001 &1047 See DB 955 PG 152
T.M. 64-A-89Prince Frederick Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 & 1062See Inst. No. 080003321
T.M. 64-A-88Winchester Regional Airport Authority Zone: RA Use: AirportDB 423 PG 30 See DB 800 PG 1693 T.M. 64-A-87JGR Three, LLC, et als Zone: RA Use: VacantInst. No. 140000018
Ex. Dual 41' - 36"HDPE @ 1.04%
20' Wide W/L Esmt.
DB 795 PG 340
Ex. Transformer
Community CenterOne Story Block Bldg.
Ex. Chainlink Fence
Crushed 33' - 15"HDPE @ 1.15%
Ex. 137.43' - 60"RCP @ 1.77%
Ex. 70.71' - 36"RCP @ 1.15%
Ex. 12" PVC W/L
Ex. 16" DI W/LEx. 16" DI W/LEx. 8" W/L
Ex. AsphaltParking Lot
EX. 8" PVCSAN. SEWER@ 0.85%
Ex. 83' - 36"CMP @ 0.60%
Ex. 18" CPP
Ex. 15" CPP
Ex. 18"CPP
Ex. 18" CPP
Ex. 15" CPP
Ex. 6" CPP
Ex. Signs
Ex. 24' - 36"CMP @ 0.38%Temp. Cul-De-SacEasement (Obsolete) DB802 PG 1065Ex. Gas Valve& Marker
Ex. Gravel Shoulder
Ex. 16" DI W/LEx. 8" W/LEx. Tee w/1 - Valve
1 - WV
3 - WV's
1 - WV
EXARIM 698.15INV OUT
689.17
(EXB)
EXB
RIM 691.87
INV IN 683.13 (EXA)
INV IN 684.17 (EXB1)
INV OUT 682.84 (EXC)401.48' OF 8" PVC @ 1.50%
EXC
RIM 685.86
INV IN 676.75 (EXB)
INV IN 677.56 (EXC1)
INV OUT 676.51 (EXD)
397.21' OF 8" PVC @ 1.53%
EXDRIM 675.31
INV IN 663.61 (EXC)INV IN 665.67 (EXD1)
INV OUT 663.46 (EXE)
400.18' OF 8" PVC @ 3.22%
EXERIM 675.71INV IN 661.60
(EXD)
228.62'
O
F
8
"
P
V
C
@
0
.
8
1
%
EXB1RIM 707.20
INV OUT 695.89 (EXB)142.59
'
OF
8
"
PVC
@
8
.22%
EXC1RIM 700.65
INV OUT 683.40 (EXC)182.67' OF 8" PVC @ 3.20%EXD1
RIM 683.76
INV OUT 671.43 (EXD)
18
5
.
4
1
'
O
F
8
"
P
V
C
@
3
.
1
1
%
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS1000.dwg PLOTTED: 7/5/2022 1:19 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS1000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF3 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS
DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EXISTING CONDITIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2000.dwg PLOTTED: 7/5/2022 1:19 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF4 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EROSION AND SEDIMENT CONTROL NARRATIVECOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTErosion and Sediment Control Narrative
Project Description
The "Costello Drive Self-Storage Facility" project site is generally located in Frederick County,
Virginia within the Shawnee Magisterial District. This site is specifically located south of Costello
Drive (Route 1367), west of Prince Frederick Drive (Route 781), east of the Millwood Fire Station,
and north of the Winchester Regional Airport Property. The project site includes two parcels, both
currently zoned B2. Those properties are identified as TM# 64-10-3 and TM# 64-10-4.
This project proposes Mass Grading of the site and various Stormwater Management Facilities.
Facilities for management of Stormwater Quantity and Stormwater Quality are proposed to meet
regulatory requirements.
Existing Site Conditions
The site is currently vacant.
Slopes range from less than 0.50% to approximately 25%.
See the Pre-Development Drainage Map (Sheet 11).
Adjacent Property
The project is located south of Costello Drive (Route 1367), east of the Millwood Station Fire and
Rescue Building and, north of the Winchester Regional Airport.
Off-Site Areas
There are no off-site areas associated with this project.
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 Costello Drive Self-Storage Facility "SWM
Narrativre".
Geology
The Martinsburg Formation underlies the project site. See this sheet for more specific Geologic
Data.
Critical areas
None Identified.
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 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 I:
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 temporary Sediment Basins 1 (3.14) as a Phase 1 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. The Temporary Sediment Basins shall be converted to Extended Detention Facilities at the
discretion of the E&S Inspector, at such time as disturbed areas within the Contributing Drainage
Area have achieved stabilization.
Slope Drains (3.15) shall be placed to convey concentrated flows.
Outlet Protection (3.18) shall be placed on the outlets of all storm sewer pipes and culverts to
reduce erosion, undercutting and velocities.
Storm Drain Inlet Protection (3.07) 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.
Rock Check Dams (3.20) shall be used to stabilize drainage swales.
Roughen surface of slopes 3:1 or greater maximum 2:1 slope. (3.29) in preparation for temporary
or permanent seeding.
Soil Stabilization Blankets and Matting (3.36) shall be installed on disturbed slopes steeper than
3:1).
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 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
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.
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.
07/05/2022
680
690674
676
678
682 684 686
688
690686688692694
694
696
696
690700700710
710
720720692694696
696698698702702704704706706
708708
712714714716716718718722722724724726
726 680690700
700
67
86826846866886
9
2
692
6
9
4
694
69
6
696
69
8
698
702 702704
704
680690678682684686688700710
720720
696
698
702
7047067087
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
7047
0
6
708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704706 680
690
682
684
686
688
692694696698
690
700
710692
694
696
698
702
704
706
708700
700698
698
702
690
684
686688692694696
700698702704700702ZONE RA
ZONE B2
ZONE RA
ZONE B2
ZONE M1N 22°53'02" E - 629.74'TAX PARCEL 64-10-3LOT 3 = 9.9972 ACRES
WALTER H. AIKENS LIMITED PARTNERSHIP, L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 100008805TAX PARCEL 64-10-4LOT 4 = 5.0000 ACRES
FOUR OAKS PROPERTIES L.P., L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 090009504
Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321COVERSTONE DR. - RTE-1538
VARIABLE WIDTH R/W
INST. NO. 080002019(UNIMPROVED)Ryco Lane60' R/WDB 955 PG 15210+0011+00Storm MH Rim =675.60Inv. In= 668.85Inv. In= 668.75
4' Ø Concrete SWM RiserTop of Grate = 695.71Inv. In 5" orifice (SW) = 690.77Inv. In 7" orifice (SW) = 693.86Inv. Out 18" CPP (NE) = 690.96
Ex. SWM Basin
Drop InletTop of Grate = 698.15 Inv. Out 36" CMP = 690.66
Ex. Drop InletTop of Grate = 716.08Inv. In 6" CPP (SW) = 711.45Inv. Out 15" CPP (NE) = 711.28
Drop InletTop of Grate = 698.35 Inv. Out 15" CPP = 695.38
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Drop InletTop of Grate = 717.25Inv. In 6" CPP (SW) = 712.40Inv. In 6" CPP (W) = 712.45Inv. Out 6" CPP (NE) = 712.35
Ex. Curb InletTop = 698.96Inv. In 36" CMP = 690.17Inv. Out 36" CMP = 690.07
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
Ex. Dual 41' - 36"HDPE @ 1.04%
Ex. Transformer
Community CenterOne Story Block Bldg.
Ex. Chainlink Fence
Crushed 33' - 15"HDPE @ 1.15%
Ex. 137.43' - 60"RCP @ 1.77%
Ex. 70.71' - 36"RCP @ 1.15%
Ex. AsphaltParking Lot
EX. 8" PVCSAN. SEWER@ 0.85%
Ex. 83' - 36"CMP @ 0.60%
Ex. 18" CPP
Ex. 15" CPP
Ex. 18"CPP
Ex. 18" CPP
Ex. 15" CPP
Ex. 6" CPP
Ex. Signs
Ex. 24' - 36"CMP @ 0.38%
Ex. Gas Valve& Marker
Ex. Gravel Shoulder
EXA
RIM 698.15
INV OUT689.17
(EXB)
EXBRIM 691.87
INV IN 683.13 (EXA)INV IN 684.17 (EXB1)
INV OUT 682.84 (EXC)401.48' OF 8" PVC @ 1.50%
EXCRIM 685.86
INV IN 676.75 (EXB)
INV IN 677.56 (EXC1)
INV OUT 676.51 (EXD)
397.21' OF 8" PVC @ 1.53%
EXDRIM 675.31
INV IN 663.61 (EXC)
INV IN 665.67 (EXD1)
INV OUT 663.46 (EXE)
400.18' OF 8" PVC @ 3.22%
EXERIM 675.71INV IN 661.60
(EXD)
228.62'
O
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8
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P
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@
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EXB1RIM 707.20INV OUT 695.89 (EXB)142.59
'
OF
8
"
PVC
@
8
.22%
EXC1RIM 700.65
INV OUT 683.40 (EXC)182.67' OF 8" PVC @ 3.20%EXD1RIM 683.76
INV OUT 671.43 (EXD)
18
5
.
4
1
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Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
89 72
84 75
BP
26 30
25 32
83 50
Inv
82 50
Inv
CE
DD
CIP
CIP
Install Diversion Dike to Convey
Sediment-Laden Runoff to the
Sediment Basin. Ensure Positive
Drainage Along the Berm.
See Sediment Basin 1
Comps & Details
(Sheet 6)SD
A
B
Sheet Flow
50 lf @ 1.96%
Shallow Flow
517 lf @ 6.89%
C
Channel Flow
673 lf @ 1.0%
Total Flow Path
Tc = 8.5 Mins.
Install Diversion Dike to Convey Sediment-Laden Runoff to the Sediment Basin. Ensure Positive
Drainage Along the Dike.
The Contractor Shall First Construct the Dike per this Plan Location, using Material taken from the
Sediment Basin Excavation.
When Major Earthwork commences fill will be placed in the swale running through the on-site
Drainage Area North of the Diversion Dike. The Fill Placement shall proceed from West to East.
Place the Storm Sewer Conduits and Raise Existing Utility Facilities in conjunction with Fill
Operations. The Contractor Shall Ensure that a Diversion Dike is maintained along the Top of this
Fill Slope throughout the operation, diverting Sediment Laden Runoff to the Sediment Basin.
The Proposed Storm Sewer Main will By-Pass the Sediment Basin during Construction Operations.
Drainage Area SB2B
(To Temp. Cross Culverts)DA = 2.771 Ac.CNW = 94
Drainage Area SB2A
(To Temp. Diversion Dike)DA = 6.513 Ac.CN = 94
Drainage Area SB1A
(Directly To Sediment Basin)DA = 4.985 Ac.CN = 94
Drainage Area UD1
(On-Site - Un-Detained to SP 1)DA = 1.394 Ac.CN = 94
Sediment Basin SB1
(Total Drainage Area to SB1)DA = 14.269 Ac.
CIP
Temp. Dual 100' - 24" CMP @ 1.00%
(Install Cross Culvert to Convey
Sediment-Laden Runoff to the SB)
Install Temp. Slope Drain(s)
to Protect the Cut Slope
DD
DD
DD
SB 1
700 698 696 694 692
690
688
686684
688
688
686
686
684 682
686
688
676
678
680
676
678
682
684
680
676
678
682
684
690
686
688
692
694
6
9
0686688
692
694
696
680
674676678
682684
672 670
D
LOD
LOD
LOD
LOD
OP
OP
SF
CD
CD
TS
TS
B/M
B/M
B/M
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2100.dwg PLOTTED: 7/5/2022 1:19 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2100 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF5 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EROSION AND SEDIMENT CONTROL PHASE ICOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTEROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
DRAINAGE DIVIDES
3.09 TEMPORARY
DIVERSION DIKE DD DD
3.14 TEMPORARY SEDIMENT
BASIN SB SB
LIMITS OF DISTURBANCE LOD
3.18 OUTLET PROTECTION OP
SILT FENCE SF3.05
3.36 SOIL STABILIZATION
BLANKETS & MATTING B/M B/M
3.08 CULVERT INLET
PROTECTION CIP
3.15 SDSLOPE DRAIN
3.20 ROCK CHECK DAMS CD
3.31 TEMPORARY SEEDING TS TS
07/05/2022
N 22°53'02" E - 629.74'Costello Dr. (Rte 1
3
6
7
)
(
L
o
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a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321COVERSTONE DR. - RTE-1538
VARIABLE WIDTH R/W
INST. NO. 080002019(UNIMPROVED)Ryco Lane60' R/WDB 955 PG 152Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
Ex. Transformer
Community CenterOne Story Block Bldg.
Ex. Chainlink Fence
Ex. AsphaltParking Lot
Ex. Gas Valve& Marker
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
680
690
690
682
684
684686
686
688
688 692
692 694
694 696696
680
676
678
682
684
674674
676678690700710686686688688692694696698702704706708710710712712712714716
710
720
712714716718722700710720698702704706708
712
714716
716716718700
710
698
702
704
706
708
712
714
716
710
706
708
690
70
0
710
686
688
692
694
696
698
7
0
2
70
4
7
0
6
7
0
8
712714
716
700710 692694696
698702704706708712714
710712714716
718
718
694
694694
696 692692
694
694
694 696696
702704700
682 6806806
9
0
7
0
0692694696698
70270
4
680
690674
676
678
682 684 686
688
690686688692694
694
696
696
690700700710
710
720720692694696
696698698702702704704706706
708708
712714714716716718718722722724724726
726 680690700
700
67
86826846866886
9
2
692
6
9
4
694
69
6
696
69
8
698
702 702704
704
680690678682684686688700710
720720
696
698
702
7047067087
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
7047
0
6
708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704706 680
690
682
684
686
688
692694696698
690
700
710692
694
696
698
702
704
706
708700
700698
698
702
690
684
686688692694696
700698702704700702670690700
690690690686688692694696690688692692692694696698700710694696698702704706708700698
702
704704704
704704704
690688
692694
696 690684686688692694696698702
700
700
696696
698 680682684686688690
68
4
68
6
688
692
680680
680
672674
674676
676
676678678
678682682
682684684684
TP
102
101
403
412 404
406
402
513
511
502
501
504
303
304
302
301
203204
211
405
512
411
202
201
401400
503
103
PD
519
5'X10' VDOT
CL 1 RIP-RAP
Bio-Retention A
Bio-Retention B
WetPond
IP
OP
OP
OP
OP
OP
CIP
LOD
LOD
LOD
LOD
CE
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
SF
B/M
B/M
B/M
B/M
B/M B/M
B/M
PS
PS
IP
IP
CIP
B/M
To Str. 412
DA = 0.26 Ac.
To Str. 405
DA = 0.23 Ac.
To Str. 406
DA = 0.23 Ac.
To Str. 411
DA = 0.26 Ac.
To Str. 512
DA = 0.23 Ac.
To Str. 513
DA = 0.23 Ac.
To Str. 504
DA = 0.26 Ac.To Str. 303DA = 0.22 Ac.To Str. 302DA = 0.27 Ac.To Str. 304
DA = 1.23 Ac.
To Forebay
DA = 0.52 Ac.
To Forebay
DA = 0.95 Ac.
To Forebay
DA = 0.26 Ac.
To Str. 503
DA = 0.26 Ac.
To Str. 402
DA = 0.10 Ac.
To Str. 403
DA = 0.11 Ac.To Str. 203DA = 0.11 Ac.To Str. 202DA = 0.07 Ac.To Str. 211DA = 0.05 Ac.To Str. 204
DA = 3.30 Ac.
To Wet Pond
DA = 4.26 Ac.
To Str. 404
DA = 0.14 Ac.
OP
CIP
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2200.dwg PLOTTED: 7/5/2022 1:20 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2200 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF6 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EROSION AND SEDIMENT CONTROL PHASE IICOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTEROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
DRAINAGE DIVIDES
3.32 PERMANENT SEEDING PS PS
3.09 TEMPORARY
DIVERSION DIKE DD DD
3.14 TEMPORARY SEDIMENT
BASIN SB SB
LIMITS OF DISTURBANCE LOD
3.18 OUTLET PROTECTION OP
SILT FENCE SF3.05
3.36 SOIL STABILIZATION
BLANKETS & MATTING B/M B/M
3.08 CULVERT INLET
PROTECTION CIP
3.15 SDSLOPE DRAIN
3.20 ROCK CHECK DAMS CD
07/05/2022
Ex. 3 - 8" Conduits35' BRL35' BRL
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321Storm MH Rim = 675.60Inv. In= 668.85Inv. In= 668.75
Ex. Dual 41' - 36"HDPE @ 1.04%Ex. 137.43' - 60"RCP @ 1.77%
Ex. 70.71' - 36"RCP @ 1.15%
EX. 8" PVCSAN. SEWER@ 0.85%
Ex. Signs
400.18' OF 8" PVC @ 3.22%
EXE
RIM 675.71INV IN 661.60(EXD)
228.62'
O
F
8
"
P
V
C
@
0
.
8
1
%
18
5
.
4
1
'
O
F
8
"
P
V
C
@
3
.
1
1
%
679 09
676 35
INV
676 40
INV 676 01
INV
675 89
INV 667 25
INV
673 40
TW
680
690
682
684
686
688
692
694
680
676
678
682
684
674674
676678690686686688688692690
70
0
686
688
692
694
696
698
7
0
2
70
4
7
0
6 6806806
9
0
7
0
0692694696698
70270
4
680
690674
676
678
682
684
686
688
694
696
696
67
8
680690678682684686688680
690
682
684
686
688
692
700
698
702
690
684
686688
692694696 670680682684686690
68
4686688
692
680680
680
672674
674676
676
676678678
678682682
682684684684
-3.0:1
-3.0:1-3.0:1678 85
EP
680 86
EP
683 33
EP
684 85
EP
68716
EP
687 55
EP
684 89
EP
687 13
EP
689 EP
677 51
INV
670 00
INV
TP
102
101
203204
211
202
201
103
PD
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2300.dwg PLOTTED: 7/5/2022 1:20 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2300 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF7 46
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 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603SEDIMENT BASIN 1 PLAN & COMPUTATIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTEarthen 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.
Sediment Basin Conversion Notes
·The proposed SWM Detention Facility will first serve as a Temporary Sediment Basin, during construction and until such time that all disturbed
areas within the contributing drainage area have achieved final stabilization. Conversion to the Permanent SWM Detention Facility can be
completed ONLY after final stabilization and approval from the Frederick County Erosion and Sediment Control Administrator.
·Modifications to the Riser Structure are required as part of the Conversion from a Temporary Sediment Basin to a Permanent SWM Detention
Facility. See the "Sediment Basin Modifications Required for SWM Detention Facility" Detail.
·The wet storage area must be de-watered following the methods outlined in the VESCH, 1992 edition.
·Sediment and other debris shall be removed to a contained spoil area.
·Re-grading of the basin will be necessary to provide for an impermeable liner, to achieve the final design grades and place the topsoil layer to
promote final stabilization.
·Final modifications to the riser structure should be carefully inspected for structural integrity and compliance with the approved plans.
00 30'60'SEDIMENT BASIN 1 - PLAN VIEW
Scale: 1" = 30'
07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2500.dwg PLOTTED: 7/5/2022 1:20 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2500 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF8 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EROSION AND SEDIMENT CONTROL DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2501.dwg PLOTTED: 7/5/2022 1:20 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2501 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF9 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EROSION AND SEDIMENT CONTROL DETAILS ANDCOMPUTATIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS2502.dwg PLOTTED: 7/5/2022 1:20 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS2502 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF10 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603EROSION AND SEDIMENT CONTROL DETAILS ANDCOMPUTATIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
ACCESS ROAD 2 12+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
695
700
705
710
715
720
725
730
655
660
670
680
690
700
710
720
730
9+50 10+00685.3685.35683.7683.6811+00683.2683.25682.7682.7212+00686.6686.64693.4693.3513+00695.7695.72701.8701.8214+00714.1714.12713.0712.9915+00708.0707.98709.8709.7816+00711.2711.19712.2712.2417+00711.8711.83712.3712.3418+00712.5712.466.00%
2.00%5.69%
2.00%
-0.89%-1.96%
-2.00%STA 10+00ELEV 685.46STA 17+39.50ELEV 713.97PVI STA = 13+50
PVI ELEV = 700.64
A.D. = -4.00
K = 25.00
BVCS: 13+00BVCE: 697.64EVCS: 14+00EVCE: 701.64100' VC
PVI STA = 17+00
PVI ELEV = 713.17
A.D. = -3.69
K = 5.42
BVCS: 16+90BVCE: 712.61EVCS: 17+10EVCE: 713.3720' VC
PVI STA = 15+50
PVI ELEV = 704.64
A.D. = +3.69
K = 54.23
BVCS: 14+50BVCE: 702.64EVCS: 16+50EVCE: 710.33200' VC
STRM XING STA. 10+87.9936" RCP CL III INV=677.15EX. SSWR XING STA. 11+11.838" SDR-35 INV=669.89EX. STRM XING STA. 11+27.7436" HDPE INV=676.27EX. STRM XING STA. 11+32.1136" HDPE INV=676.34EX. WATR XING STA. 10+69.1516" DIP INV=677.7183' x 12'
LANE TAPER
PVI STA = 10+75.11PVI ELEV = 684.1510+00.00 = C.L. INTERSECTION - COSTELLO DRIVE17+39.50 = C.L. INTERSECTION - MINI STORAGE ENTRANCE 2ACCESS ROAD 1 7+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
670
675
680
685
690
695
700
705
710
715
720
725
730
670
680
690
700
710
720
730
9+50 10+00703.3703.32697.1697.1411+00688.1688.08686.6686.5612+00690.9690.86696.3696.3413+00701.9701.91706.0706.0214+00710.0710.0115+00
-7.
9
0
%
2.00%9.32%2.00%
-1.98%
-0.93%-2.00%STA 10+00ELEV 703.32STA 14+33.39ELEV 713.98PVI STA = 13+93.39
PVI ELEV = 713.18
A.D. = -7.32
K = 6.83
BVCS: 13+68.39BVCE: 710.85EVCS: 14+18.39EVCE: 713.6850' VC
PVI STA = 11+30
PVI ELEV = 696.47
A.D. = +9.90
K = 10.00
BVCS: 10+80.50BVCE: 700.39EVCS: 11+79.50EVCE: 697.46LOW POINT ELEV = 697.26
LOW POINT STA = 11+59.50
99' VC
PVI STA = 12+37.13
PVI ELEV = 698.62
A.D. = +7.32
K = 13.66
BVCS: 11+87.13BVCE: 697.62EVCS: 12+87.13EVCE: 703.28100' VC
STRM XING STA. 11+59.5036" RCP CL III INV=684.58EX. SSWR XING STA. 11+03.778" SDR-35 INV=679.69SSWR XING STA. 12+30.684" SDR-35 INV=689.1275' x 12'
LANE TAPER
EX. WATR XING STA. 10+75.4316" DIP INV=687.02PVI STA = 10+55.50PVI ELEV = 702.3612+12.39 = C.L. INTERSECTION - MINI STORAGE ENTRANCE 110+00.00 = C.L. INTERSECTION - COSTELLO DRIVE14+33.39 = C.L. INTERSECTION - MINI STORAGE ENTRANCE 2U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS3050.dwg PLOTTED: 7/5/2022 1:20 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS3050 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF11 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603ROAD PROFILESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
703 32
703 17
694 93
685 35
685 32
692 12
679 09
70031
704 08
676 35
INV
704 22
HP
698 61
SAG
676 40
INV 676 01
INV
675 89
INV 667 25
INV673 40
TW
680
690
690
682
684
684686
686
688
688 692
692 694
694 696696
680
676
678
682
684
674700
698
702
704
690
686
688
692
694
696
694
694694
696 692692
694
694
694 696696
700
682 6806806
9
0
692694696698680
690674
676
678
682 684 686
688
700700696
696698698702704680690700
700
67
86826846866886
9
2
692
6
9
4
694
69
6
696
69
8
698
702 702704
704
68067868268468669
8
690
692
694
696
698
700
680
690
682
684
686
688
692694696698
690
700
692
694
696
698
700698
698
690
684
686688692694696
700698702704700702670690700700698
702
704704704
704704704
690688
692694
696 690684686688692694696698702
700
700
696696
698 680682684686688690
68468
6
688
692
680680
680
672674
674676
676
676678678
678682682
682684684684
-2.0%-2.0%-3.0:1-3.0:1 -3.0:1698 00
697 67
TOP
697 26
OLR
697 30
OLR
697 24
OLR
704 00
EP
703 68
EP
701 93
EP
700 19
EP 699 95
EP
700 68
EP
701 40
EP
700 03
EP
700 14
EP70038
EP
699 12
EP
698 00
EP
697 40
EP
697 40
EP
697 14
EP
696 88
EP
678 85
EP
680 86
EP
683 33
EP
684 85
EP
68716
EP
687 55
EP
684 89
EP
687 13
EP
689 13
EP
69188
EP
698 49
699 26
685 50
INV
683 00
INV
677 51
INV
670 00
INV
697 37
TC
697 20
TC
697 56
TC
697 73
TC
696 87
696 87 699.78700.18697 40
697 04
EP69704
EP69704
EP
697 40
EP
697 65
EP
697 85
EP
697 99
EP
SAN CO
EXC
SAN CO PROP. 20' PRIVATESAN. SWR ESMT.A
TP
102
101
402
303
304
302
301
203204
211
202
201
401400
103
PD
519
5'X10' VDOT
CL 1 RIP-RAP
PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.10+0010+89
STORAGE FACILITY P
A
DLOWER FFE = 698.00
'
25' X 40'
OFFICE
3' GATE20' GATE
Bio-Retention A
Adjust Ex. Boundary Line.(Separate Plat, By Others)
Adjusted Boundary LineLocation (Separate Plat,By Others)
SWM ESMT.
SWM ESMT.
SWM ESMT.
Screening
Buffer Esmt.S 23°29'40" W 637.26
'
WetPond
Prop.
VDOT
Milling
Limits
Prop.
VDOT
Milling
LimitsProp.
VDOT
Milling
Limits
Placement
of CG-12
final
location to
be
determined
by VDOT
inspector
Placement
of CG-12
final
location to
be
determined
by VDOT
inspector
Prop.
VDOT
Milling
Limits
Prop.
VDOT
Milling
Limits
SWM ESMT.SWM ESMT.Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321(UNIMPROVED)Ryco Lane60' R/WDB 955 PG 15220' Wide W/L Esmt.DB 795 PG 340
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide W/L Esmt.DB 955 PG 152
20' Wide Sewer Esmt.
DB 838 PG 147630' Wide W/L & Sewer Esmt.
DB 838 PG 1476 Drainage Esmt.DB 955 PG 152
Drainage Esmt.DB 802 PG 1065
20' Wide Sewer Esmt.
DB 838 PG 1476
20' Wide W/L Esmt.DB 955 PG 152
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
20' Wide W/L Esmt.
DB 795 PG 340
Ex. Transformer
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600 14.5'14.5'0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
9+83
LINE OF SIGHT
LINE OF SIGHT
SIGHT DISTANCE ESMT.
0+00 1+00 2+00 3+00 4+00
5+00
6+00
7+00
8+00 8+32
LINE OF SIGHT
LINE OF SIGHT
15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0028+64SIGHT DISTANCE - WEST ENTRANCE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
670
680
690
700
710
720
670
680
690
700
710
720
-1+00 0+00699.1699.91+00700.9701.82+00702.2702.23+00701.6701.1702.904+00700.2703.97698.9702.185+00698.5701.25697.3698.756+00695.8696.56694.87+00693.5691.8691.978+00689.8691.10687.4687.919+00685.2685.27682.510+00 11+00
HT. OF EYE
3.5'LINE OF SIGHT
LINE
O
F
S
I
G
H
T
HT. OF EYE
3.5'Sta=4+76.11 LEFT TURN LANESta=4+88.11 RIGHT TURN LANE
HT. OF
OBJECT
3.5'
HT. OF
OBJECT
3.5'
FINISHED
GRADE
EXISTING
GRADE
SDL 475'
SDR 500'U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS3100.dwg PLOTTED: 7/5/2022 1:21 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS3100 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF12 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603SIGHT DISTANCECOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
703 32
703 17
694 93
685 35
685 32
692 12
679 09
70031
704 08
676 35
INV
704 22
HP
676 40
INV 676 01
INV
675 89
INV 667 25
INV673 40
TW
680
690
690
682
684
684686
686
688
688 692
692 694
694 696696
680
676
678
682
684
674700
698
702
704
690
686
688
692
694
696
694
694694
696 692692
694
694
694 696696
700
682 6806806
9
0
692694696698680
690674
676
678
682 684 686
688
700700696
696698698702704680690700
700
67
86826846866886
9
2
692
6
9
4
694
69
6
696
69
8
698
702 702704
704
68067868268468669
8
690
692
694
696
698
700
680
690
682
684
686
688
692694696698
690
700
692
694
696
698
700698
698
690
684
686688692694696
700698702704700702670690700700698
702
704704704
704704704
690688
692694
696 690684686688692694696698702
700
700
696696
698 680682684686688690
68468
6
688
692
680680
680
672674
674676
676
676678678
678682682
682684684684
-2.0%-2.0%-3.0:1-3.0:1 -3.0:1698 00
697 67
TOP
697 26
OLR
697 30
OLR
697 24
OLR
704 00
EP
703 68
EP
701 93
EP
700 19
EP 699 95
EP
700 68
EP
701 40
EP
700 03
EP
700 14
EP70038
EP
699 12
EP
698 00
EP
697 40
EP
697 40
EP
697 14
EP
696 88
EP
678 85
EP
680 86
EP
683 33
EP
684 85
EP
68716
EP
687 55
EP
684 89
EP
687 13
EP
689 13
EP
69188
EP
698 49
699 26
685 50
INV
683 00
INV
677 51
INV
670 00
INV
697 37
TC
697 20
TC
697 56
TC
697 73
TC
696 87
696 87 699.78700.18697 40
697 04
EP69704
EP69704
EP
697 40
EP
697 65
EP
697 85
EP
697 99
EP
SAN CO
EXC
SAN CO PROP. 20' PRIVATESAN. SWR ESMT.A
TP
102
101
402
303
304
302
301
203204
211
202
201
401400
103
PD
519
5'X10' VDOT
CL 1 RIP-RAP
PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.10+0010+89
STORAGE FACILITY P
A
DLOWER FFE = 698.00
'
25' X 40'
OFFICE
3' GATE20' GATE
Bio-Retention A
Adjust Ex. Boundary Line.(Separate Plat, By Others)
Adjusted Boundary LineLocation (Separate Plat,By Others)
SWM ESMT.
SWM ESMT.
SWM ESMT.
Screening
Buffer Esmt.S 23°29'40" W 637.26
'
WetPond
Prop.
VDOT
Milling
Limits
Prop.
VDOT
Milling
LimitsProp.
VDOT
Milling
Limits
Placement
of CG-12
final
location to
be
determined
by VDOT
inspector
Placement
of CG-12
final
location to
be
determined
by VDOT
inspector
Prop.
VDOT
Milling
Limits
Prop.
VDOT
Milling
Limits
SWM ESMT.SWM ESMT.Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321(UNIMPROVED)Ryco Lane60' R/WDB 955 PG 15220' Wide W/L Esmt.DB 795 PG 340
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide Sewer Esmt.DB 955 PG 152
20' Wide W/L Esmt.DB 955 PG 152
20' Wide Sewer Esmt.
DB 838 PG 147630' Wide W/L & Sewer Esmt.
DB 838 PG 1476 Drainage Esmt.DB 955 PG 152
Drainage Esmt.DB 802 PG 1065
20' Wide Sewer Esmt.
DB 838 PG 1476
20' Wide W/L Esmt.
DB 795 PG 340
Ex. Transformer
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600 14.5'14.5'0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
9+83
LINE OF SIGHT
LINE OF SIGHT
SIGHT DISTANCE ESMT.
0+00 1+00 2+00 3+00 4+00
5+00
6+00
7+00
8+00 8+32
LINE OF SIGHT
LINE OF SIGHT
16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0028+64SIGHT DISTANCE - EAST ENTRANCE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
710
660
670
680
690
700
710
-1+00 0+00703.8703.82702.9702.961+00700.5701.78698.2700.832+00695.6696.01693.93+00691.8689.84+00687.0684.3685.605+00681.4682.72679.7680.906+00678.3677.77+00677.0677.18+00 9+00
HT. OF EYE
3.5'
HT. OF EYE
3.5'
HT. OF
OBJECT
3.5'
HT. OF
OBJECT
3.5'
LINE O
F
S
I
G
H
T
LINE OF SIGH
T
FINISHED
GRADE
EXISTING
GRADE
SDL 475'SDR 366' REQ.
372' TO INTX.U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS3101.dwg PLOTTED: 7/5/2022 1:21 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS3101 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF13 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603SIGHT DISTANCECOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
ACCESS RD. 1
STA 10+80 - 11+65.39
(NTS)
2.00%2.00%2.00%
12' TRAVEL LANE 2.5'
CG-6 B/C2.00%
12' TRAVEL LANE2.5'
CG-6
6' GRASS6' GRASS
EXTEND STONE
BASE
1' BEYOND CG-6
EXTEND STONE BASE
1' BEYOND CG-6
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADEB/CACCESS RD. 1
STA 11+65.39 - 12+54.39
(NTS)
2.00%2.00%
12' TRAVEL LANE
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
ACCESS RD. 1
STA 13+30 - 13+86.39
(NTS)
2.00%
12' TRAVEL LANE 2.5'
SHLDR
6' GRASS
2.00%4.00%
12' TRAVEL LANE2.5'
SHLDR
4.00%
62' ACCESS ESMT.
62' ACCESS ESMT.
50' ACCESS ESMT.
PL
PL
PLACCESS ESMT.ACCESS ESMT.ACCESS ESMT.6' GRASS
62'
ACCESS ESMT.
2.00%2.00%2.00%
12' TRAVEL LANE 2.5'
CG-6 B/C2.00%
2.5'
CG-6
6' GRASS6' GRASS
EXTEND STONE
BASE
1' BEYOND CG-6
EXTEND STONE BASE
1' BEYOND CG-6
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADEB/CACCESS RD. 2
STA 10+82.67 - 11+51.30
(NTS)
50'
ACCESS ESMT.
2.00%
12' TRAVEL LANE 2.5'
SHLDR
6' GRASS
2.00%4.00%
12' TRAVEL LANE2.5'
SHLDR
4.00%
6' GRASS
ACCESS RD. 2
STA 12+41.98 - 16+95
(NTS)ACCESS ESMT.ACCESS ESMT.1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
12' TRAVEL LANE
12' TRAVEL LANE12' TRAVEL LANE
12' TRAVEL LANE12' TRAVEL LANE5'5'
13'13'
5'5'
5'5'
5'5'
8" VDOT 21B
8" VDOT 21B
TYPICAL SECTIONS
2.00%2.00%
12' TRAVEL LANE 2.7'
CG-6 B/CEX. 12' TRAVEL LANE 6' GRASS
EXTEND STONE BASE
1' BEYOND CG-6
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
COSTELLO DR.
STA 19+40.63 - 19+90.63
STA 21+30.63 - 21+80.63
STA 23+65.73 - 24+15.73
STA 25+65.61 - 26+15.61
80' R/W - 35 MPH POSTED
(NTS)
PAVEMENT DESIGN NOTES:
1. THE PAVEMENT MATERIALS AND THICKNESS SHOWN ON
THESE SECTIONS IS PRELIMINARY DESIGN BASED ON A
CBR VALUE OF 6.
2. FINAL PAVEMENT DESIGN TO BE BASED ON FIELD
OBTAINED CBR VALUES TAKEN IN THE PRESENCE OF A
VDOT INSPECTOR.
3. VDOT IS TO REVIEW CBR's AND FINAL PAVEMENT DESIGN
PRIOR TO APPROVAL FOR USE ON ALL INTENDED PUBLIC
STREETS..
(STANDARD DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
8" DENSE GRADED STONE (21B)ROW℄
3'EX. 12' TRAVEL LANEEX. 12' TRAVEL LANE
GRAVEL PARKING LOT
NTS
COMPACTED SUBGRADE
8" VDOT 21A
REFER TO PHASING PLAN
FOR GRAVEL PARKING AREA 2.00%
EX. 12' TRAVEL LANE
COSTELLO DR.
STA 16+18.57 - 19+40.63
18" HDPE OUTFALL PIPE ROW℄
EX. 12' TRAVEL LANEEX. 12' TRAVEL LANE 5' S/W 1'
EX. SHOULDER
COMPACTED SUBGRADE
4" (21B)
4" CONCRETE SIDEWALK
VDOT CLASS 1
RIP-RAP
VDOT HR-1
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS3200.dwg PLOTTED: 7/5/2022 1:21 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS3200 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF14 46
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 540.665.0493APPROVED CONSTRUCTION PLANS
07/05/2022
DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603TYPICAL SECTIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS3300.dwg PLOTTED: 7/5/2022 1:21 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS3300 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF14A 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603MOT PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
703 32
703 17
694 93
725 32 715 04 689 81
685 35
685 32
692 12
679 09
700 31
704 08
676 35
INV
704 22
HP
698 61
SAG
676 40
INV 676 01
INV
675 89
INV 667 25
INV 673 40
TW
680
690
690
682
684
684686
686
688
688 692
692 694
694 696696
680
676
678
682
684
674674
676678690700710686686688688692694696698702704706708710710712712712714716
710
720
712714716718722700710720698702704706708
712
714716
716716718700
710
698
702
704
706
708
712
714
716
710
706
708
690
70
0
710
686
688
692
694
696
698
7
0
2
70
4
7
0
6
7
0
8
712714
716
700710 692694696698702704706708712714
710712714716
718
718
694
694694
696 692692
694
694
694 696696
702704700
682 6806806
9
0
7
0
0692694696698
70270
4
680
690674
676
678
682 684 686
688
690686688692694
694
696
696
690700700710
710
720720692694696
696698698702702704704706706
708708
712714714716716718718722722724724726
726 680690700
700
67
86826846866886
9
2
692
6
9
4
694
69
6
696
69
8
698
702 702704
704
680690678682684686688700710
720720
696
698
702
7047067087
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
704706708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
69
8
700702704706 680
690
682
684
686
688
692694696698
690
700
710692
694
696
698
702
704
706
708700
700698
698
702
690
684
686688692694696
700698702704700702670690700
690690690686688692694696690688692692692694696698700710694696698702704706708700698
702
704704704
704704704
690688
692694
696 690684686688692694696698702
700
700
696696
698 680682684686688690
6
84
68
6
688
692
680680
680
672674
674676
676
676678678
678682682
682684684684699.78700.18SAN CO
EXC
SAN CO PROP. 20' PRIVATESAN. SWR ESMT.APROP. 20'F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.
PROP. 20'
F.W. ESMT.
ZONE RA
ZONE B2
ZONE RA
ZONE B2
ZONE M1N 23°29'36" E - 577.06'S 66°30'20" E - 357.76
'N 22°53'02" E - 629.74'N 58°17'11" W - 368.25'
S 66°30'20" E - 194.99
'
S 42°40'2
9
"
E
226.70'
L
1
C1
S 47°19'32" W - 204.89'S 64°33'35" W - 199.80'N 58°17'11" W - 483.16'
Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
Prince Frederick Dr. (Rte 781)Variable Width R/WDB 802 PG 1065 & Inst. No. 080003321C2COVERSTONE DR. - RTE-1538
VARIABLE WIDTH R/W
INST. NO. 080002019(UNIMPROVED)Ryco Lane60' R/WDB 955 PG 152T.M. 64-10-1Fredericktowne Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 &1062 See DB 955 PG 152
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
T.M. 64-10-2Fredericktowne Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 &1062 See DB 955 PG 152
T.M. 64-10-5Frederick County, Virginia IndustrialDevelopment Authority Zone: B2 Use: Fire & RescueStation / Community CenterInst. No. 070003086
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
T.M. 64-A-89Fredericktowne Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 & 1062See Inst. No. 080003321
T.M. 64-A-89BPrince Frederick Group, L.C. Zone: B2 Use: OfficeDB 802 PG 992, 1001 &1047 See DB 955 PG 152
T.M. 64-A-89Prince Frederick Group, L.C. Zone: B2 Use: VacantDB 802 PG 1055, 1059 & 1062See Inst. No. 080003321
T.M. 64-A-88Winchester Regional Airport Authority Zone: RA Use: AirportDB 423 PG 30 See DB 800 PG 1693 T.M. 64-A-87JGR Three, LLC, et als Zone: RA Use: VacantInst. No. 140000018
Ex. Transformer
Community CenterOne Story Block Bldg.
Ex. Chainlink Fence
Ex. AsphaltParking Lot
Ex. Signs
Ex. Gas Valve& Marker
Ex. Gravel Shoulder
Ex. 8" W/LEx. Tee w/1 - Valve
1 - WV
3 - WV's
1 - WV
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
PROP. FENCELOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'
25' X 40'
OFFICE
3' GATE20' GATE
3' GATE20' GATE30'R25'
R CG-6 TYP.FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SLAB FFE = 718.00'
SLAB FFE = 717.50'
Bio-Retention A
Bio-Retention B
Adjust Ex. Boundary Line.(Separate Plat, By Others)
Adjusted Boundary LineLocation (Separate Plat,By Others)
SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.Screening
Buffer Esmt.
Screening
Buffer Esmt.52'R5
2
'
R
S 23°29'40" W 637.26
'
WetPond
Prop.
VDOT
Milling
Limits
Prop.
VDOT
Milling
LimitsProp.
VDOT
Milling
Limits
Placement
of CG-12
final
location to
be
determined
by VDOT
inspector
Placement
of CG-12
final
location to
be
determined
by VDOT
inspector
Prop.
VDOT
Milling
Limits
Prop.
VDOT
Milling
Limits
SW
M
E
S
M
T
.
SWM ESMT.SWM ESMT.TP
102
101
403
412 404
406
402
513
511
502
501
504
303
304
302
301
203204
211
405
512
411
202
201
401400
503
103
PD
519
5'X10' VDOT
CL 1 RIP-RAP
StudyPoint 1
AAU:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/5/2022 1:22 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS4000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF15 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603OVERALL PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
N 23°29'36" E - 577.06'S 66°30'20" E - 357.76
'N 22°53'02" E - 629.74'N 58°17'11" W - 368.25'
S 66°30'20" E - 194.99
'
N 58°17'11" W - 483.16'
4' Ø Concrete SWM RiserTop of Grate = 695.71Inv. In 5" orifice (SW) = 690.77Inv. In 7" orifice (SW) = 693.86Inv. Out 18" CPP (NE) = 690.96
Ex. SWM Basin
Drop InletTop of Grate = 698.15 Inv. Out 36" CMP = 690.66
Ex. Drop InletTop of Grate = 716.08Inv. In 6" CPP (SW) = 711.45Inv. Out 15" CPP (NE) = 711.28
Drop InletTop of Grate = 698.35 Inv. Out 15" CPP = 695.38
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Drop InletTop of Grate = 717.25Inv. In 6" CPP (SW) = 712.40Inv. In 6" CPP (W) = 712.45Inv. Out 6" CPP (NE) = 712.35
Ex. Curb InletTop = 698.96Inv. In 36" CMP = 690.17Inv. Out 36" CMP = 690.07
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
T.M. 64-10-5Frederick County, Virginia IndustrialDevelopment Authority Zone: B2 Use: Fire & RescueStation / Community CenterInst. No. 070003086
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
T.M. 64-A-88
Community CenterOne Story Block Bldg.
Ex. AsphaltParking Lot
Ex. 83' - 36"CMP @ 0.60%
Ex. 18" CPP
Ex. 15" CPP Ex. 18"CPP
Ex. 18" CPP
Ex. 15" CPP
Ex. 6" CPP
Ex. 24' - 36"CMP @ 0.38%
EXB
RIM 691.87
INV IN 683.13 (EXA)
INV IN 684.17 (EXB1)
INV OUT 682.84 (EXC)
401.48' OF 8" PVC @ 1.50%
EXC
RIM 685.86INV IN 676.75 (EXB)
INV IN 677.56 (EXC1)INV OUT 676.51 (EXD)
397.21' OF 8" PVC @ 1.53%400.18' OF 8" PVC @ 3.22%142.59
'
OF
8
"
PVC
@
8
.22%182.67' OF 8" PVC @ 3.20%Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
BOLLARD (TYP.)LOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'
25' X 40'
OFFICE
8'18' TYP.10'
TYP
5
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SLAB FFE = 718.00'
SLAB FFE = 717.50'
SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.Screening
Buffer Esmt.
Screening
Buffer Esmt.
PROP. 5' CONC. SIDEW
A
L
K
94 00
Weir9500
TB
12 00
TB
10 00
INV
10 00
Weir
95 50
Cap 93 00 94 00
Weir
95 00
TB
94 00
Weir9500
TB
88 00
Inv
12 50
TOP
Bio-Retention A
Bio-Retention B
Forebay A2
Forebay A1
Forebay B1
Forebay B2 PRIVATE 4" SDR-35SAN CO
PRIVATE
4" SAN. LAT.
EXC
SAN CO PROP. 20' PRIVATE SAN. SWR ESMT.18" STL CASING PIPE
OR TUNNEL LINER
A
157.50' - 12" RCP CL II
I
157.50' - 12" RCP CL II
I
157.50' - 12" RCP CL I
I
I
81.00' - 12" RCP CL III
157.50' - 12" RCP CL II
I
93.75' - 12" RCP CL III
121.25' - 12" RCP CL I
I
I
121.25' - 12" RCP CL I
I
I
135.26' - 1
5
"
R
C
P
C
L
I
I
I
40.50' - 15" HDPE
53.
0
0
'
-
1
5
"
R
C
P
C
L
I
I
I
35.00' - 15" HDPE80.00' - 15" HDPE
44.2
1
'
-
3
6
"
R
C
P
C
L
I
I
I
45.00' - 36" RCP CL III 40.14' - 36" RCP CL III
93.75' - 12" RCP CL III
403
412 404
406
402
513
511
502
501
504
303
304
302
301
405
512
411
401
400
503
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector
to Storm Structure (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
51917.95' - 18" HDPE
TP
694 93
725 32
715 04
704 08
698 61
SAG
690
684
686
688
692
692
694
694 696696
710708710710712712712714716
710
720
712714716718
722700710720698702704706708
712
714716
716716718700
710
698
702
704
706
708
712
714
716
710
706
708
710
7
0
8
712714
716
710 708712714
710712714
716
718
718
694
694694
696 692692
694
694
694 696
696
702704700
682
700700710
720696
696698698702704706
708
714716718722724726
726
700
692
694
696
698
702
704
710720720
7
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
704706708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704706 690
692694696
690
700
710692
694
696
698
702
704
706
708700698
698
694696
700698702704700702690700
710708700
698
702
704
704704
704704704
690
688
692
694
696 690684686688692694696698702
700
696696
698
-1.0%
-1.0%
-1.0%
-1.0%
-1.0%-2.0%-2.0%-40.0:1-3.0:1-2.0:1
-2.0:1-1.0%-5.7%-5.7%-5.7%-49.8:1698 00
708 00
708 00
698 00
708 00
718 00
718 00
718 00
718 00
718 00
718 00
708 00
717 40
HP
716 89
TOP
716 89
TOP
706 96
TOP
716 89
TOP
716 89
TOP
706 96
TOP
716 05
TOP
711 71
TOP
701 41
TOP
697 67
TOP
717 68
HP
718 00
717 68
HP
717 68
HP
718 00
716 63
HP
717 68
HP
718 00
717 68
HP
718 00
717 68
HP
707 70
HP
707 70
HP
708 00
708 00
707 70
HP
718 00
718 00
717 50
717 50
718 00
718 00
716 50
717 50
716 46
TOP
716 46
TOP
717 25
HP
717 25
HP
717 50
718 00
717 25
715 80
EP
717 50
726 29
HP
715 80
EP
715 80
EP
715 80
EP
697 26
OLR
697 30
OLR
726 27
TW
718 00
BW
697 24
OLR
709 50
711 50
OLR
725 65
TW ??????
BW 723 49
BW
712 80
EP
712 86
EP
713 07
713 68
EP
712 29
704 00
EP
703 68
EP
701 93
EP
700 19
EP 699 95
EP
700 68
EP
700 14
EP70038
EP
699 12
EP
698 00
EP
697 40
EP
697 40
EP
706 16
EP
716 29
EP
716 29
EP
716 75
EP
716 75
EP
717 40
EP
697 14
EP
696 88
EP
712 24
EP71205
EP
714 75
EP
716 29
EP
706 16
EP
704 14
EP
713 40
EP 712 57
EP
706 98
EP70698
EP
698 49
699 26
713 95
-1.0%
-1.0%
685 50
INV
683 00
INV
697 37
TC
697 20
TC
697 56
TC
697 73
TC
725 98
HP72596
TW
??????
BW-1.5:1
-1.0:1699.23
700.08 700.74
701.81
702.74
703.40
703.64
703.62700.91
702.69
698.09
696 87
696 87 699.78697 40
697 04
EP
697 04
EP69704
EP
697 40
EP
699.62
699.38
697 65
EP
697 85
EP
697 99
EP
LEGEND
ASPHALT
GRAVEL
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS4000A.dwg PLOTTED: 7/5/2022 1:22 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS4000A BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF16 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603PHASING PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTPHASING NARRATIVE
PHASE 1 -
INSTALL PROPOSED STORAGE FACILITY PADS, ASPHALT DRIVE ISLES,
GRAVEL AREA AND ALL ASSOCIATED GRADING.
ALL UNDERGROUND UTILITIES TO BE INSTALLED IN PHASE 1.
GRAVEL AREA TO ACCOMMODATE RECREATION VEHICLES (RV) AND BOAT
PARKING.
PHASE 2 -
INSTALL REMAINING STORAGE FACILITY PADS. INSTALL REMAING ASHPALT
DRIVE ISLES.
07/05/2022
N 23°29'36" E - 577.06'S 66°30'20" E - 357.76
'N 22°53'02" E - 629.74'N 58°17'11" W - 368.25'
S 66°30'20" E - 194.99
'
35' BRL
TAX PARCEL 64-10-3LOT 3 = 9.9972 ACRES
WALTER H. AIKENS LIMITED PARTNERSHIP, L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 100008805
TAX PARCEL 64-10-4LOT 4 = 5.0000 ACRES
FOUR OAKS PROPERTIES L.P., L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 090009504
20' Wide Sewer Esmt.
DB 838 PG 1476
30' Wide W/L & Sewer Esmt.
DB 838 PG 1476
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
T.M. 64-A-88
20' Wide W/L Esmt.
DB 795 PG 340
Community CenterOne Story Block Bldg.
Ex. AsphaltParking Lot
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600 50'R50'
R12'48' TAPER
48' TAPER
12'12'12'134.5' THROAT LENGTH30'
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
50'30'32'STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
30'50'30'BOLLARD (TYP.)PROP. FENCELOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'7'12'12'12'25' X 40'
OFFICE
8'18' TYP.10'
TYP
KIOSK
3' GATE
KIOSK20' GATE5
KIOSK
3' GATE
KIOSK
20' GATE
12'12'12'
24' EP
12'12'
40' FC
30'30'40' FC
26'30'R25'
R
56'187.39'HC SIGN
CG-6 TYP.FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SLAB FFE = 718.00'
SLAB FFE = 717.50'30'30'50'50'30'
30'
30'
Bio-Retention A
Bio-Retention B
Adjust Ex. Boundary Line.(Separate Plat, By Others)
Adjusted Boundary Line Location(Separate Plat, By Others)150'SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.120lf Variable Height RetainingWall (Structural Design By Others)
Screening
Buffer Esmt.
Screening
Buffer Esmt.32'R315'
315'
315'
315'
315'
84.79'
2'R 75' LANE TAPERSTOP SIGN
STOP SIGN
STOP
SIGN
STOP SIGN
Variable Width Access
E
s
m
t
.
Variable Width Access
E
s
m
t
.S 23°29'40" W 637.26
'
45.79'45.29'Placement of CG-12 fin
a
l
l
o
c
a
t
i
o
n
t
o
be determined by VDO
T
i
n
s
p
e
c
t
o
r
Placement of CG-12 fin
a
l
l
o
c
a
t
i
o
n
t
o
be determined by VDO
T
i
n
s
p
e
c
t
o
r
CG-6 TYP.
2' CURB CUT
62'
50'
PROP. 5' CONC. SIDEW
A
L
K
TW=691.20
BW=690.70
TW=700.00
BW=699.00TW=699.30
BW=695.00
RETAINING WALL
ADA ROUTE
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
VDOT HR-1 TYPE II
PEDESTIAN RAILING
S 66°30'20" E - 194.99
'
Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
20' Wide Sewer Esmt.
DB 838 PG 1476
20' Wide W/L Esmt.
DB 795 PG 34050'R90°
50'
R
INTX. SPACING ≈ 447'
48' TAPER
48' TAPER
12'12'134.5' THROAT LENGTH12'12'12'12'40' FC
STOP SIGN
Prop. VDOT
Milling Limits
Prop. VDOT
Milling Limits
Placement of CG-12 fin
a
l
l
o
c
a
t
i
o
n
t
o
be determined by VDO
T
i
n
s
p
e
c
t
o
r
Placement of CG-12 fin
a
l
l
o
c
a
t
i
o
n
t
o
be determined by VDO
T
i
n
s
p
e
c
t
o
r
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS4001.dwg PLOTTED: 7/5/2022 1:23 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS4001 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF17 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603SITE PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT FOR CONTINUATION, SEE PLAN THIS SHEET
FOR CONTINUATION, SEE PLAN THIS SHEET
07/05/2022
N 23°29'36" E - 577.06'S 66°30'20" E - 357.76
'N 22°53'02" E - 629.74'N 58°17'11" W - 368.25'
S 66°30'20" E - 194.99
'
4' Ø Concrete SWM RiserTop of Grate = 695.71Inv. In 5" orifice (SW) = 690.77Inv. In 7" orifice (SW) = 693.86Inv. Out 18" CPP (NE) = 690.96
Ex. SWM Basin
Ex. Drop InletTop of Grate = 716.08Inv. In 6" CPP (SW) = 711.45Inv. Out 15" CPP (NE) = 711.28
Drop InletTop of Grate = 698.35 Inv. Out 15" CPP = 695.38
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Drop InletTop of Grate = 717.25Inv. In 6" CPP (SW) = 712.40Inv. In 6" CPP (W) = 712.45Inv. Out 6" CPP (NE) = 712.35
Ex. Curb InletTop = 698.96Inv. In 36" CMP = 690.17Inv. Out 36" CMP = 690.07
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
T.M. 64-A-88
Community CenterOne Story Block Bldg.
Ex. AsphaltParking Lot
Ex. 83' - 36"CMP @ 0.60%
Ex. 18" CPP
Ex. 15" CPP Ex. 18"CPP
Ex. 18" CPP
Ex. 15" CPP
Ex. 6" CPP
Ex. 24' - 36"CMP @ 0.38%
EXB
RIM 691.87
INV IN 683.13 (EXA)
INV IN 684.17 (EXB1)
INV OUT 682.84 (EXC)
401.48' OF 8" PVC @ 1.50%
EXC
RIM 685.86INV IN 676.75 (EXB)
INV IN 677.56 (EXC1)INV OUT 676.51 (EXD)
397.21' OF 8" PVC @ 1.53%142.59
'
OF
8
"
PVC
@
8
.22%182.67' OF 8" PVC @ 3.20%Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
BOLLARD (TYP.)LOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'
25' X 40'
OFFICE
8'18' TYP.10'
TYP
5
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SLAB FFE = 718.00'
SLAB FFE = 717.50'
SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.Screening
Buffer Esmt.
Screening
Buffer Esmt.
PROP. 5' CONC. SIDEW
A
L
K
94 00
Weir9500
TB
12 00
TB
10 00
INV
10 00
Weir
95 50
Cap 93 00 94 00
Weir
95 00
TB
94 00
Weir9500
TB
88 00
Inv
12 50
TOP
Bio-Retention A
Bio-Retention B
Forebay A2
Forebay A1
Forebay B1
Forebay B2 PRIVATE 4" SDR-35SAN CO
PRIVATE
4" SAN. LAT.
EXC
SAN CO PROP. 20' PRIVATE SAN. SWR ESMT.18" STL CASING PIPE
OR TUNNEL LINER
A
157.50' - 12" RCP CL II
I
157.50' - 12" RCP CL II
I
157.50' - 12" RCP CL I
I
I
81.00' - 12" RCP CL III
157.50' - 12" RCP CL II
I
93.75' - 12" RCP CL III
121.25' - 12" RCP CL I
I
I
121.25' - 12" RCP CL I
I
I
135.26' - 1
5
"
R
C
P
C
L
I
I
I
40.50' - 15" HDPE
53.
0
0
'
-
1
5
"
R
C
P
C
L
I
I
I
35.00' - 15" HDPE80.00' - 15" HDPE
44.2
1
'
-
3
6
"
R
C
P
C
L
I
I
I
45.00' - 36" RCP CL III 40.14' - 36" RCP CL III
93.75' - 12" RCP CL III
403
412 404
406
402
513
511
502
501
504
303
304
302
301
405
512
411
401
400
503
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector
to Storm Structure (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
51917.95' - 18" HDPE
TP
694 93
725 32
715 04
704 08
690
684
686
688
692 694 696
710710710712712712714716
710
720
712714716718
722700710720698702704706708
712
714716
716716718700
710
698
702
704
706
708
712
714
716
710
706
708
710
7
0
8
712714
716
710712714
710712714
716
718
718
694
694694
696 692692
694
694
694 696
696
702704700
682
700700710
720696
696698698702704706
708
714716718722724726
726
700
692
694
696
698
702
704
720720
7
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
704706708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704
706694696
690
700
710692
694
696
698
702
704
706
708700698702704700702690700
710700
698
702
704
704704
704704704
690
688
692
694
696 690684686688692694696698702
700
696696
698
-1.0%
-1.0%
-1.0%
-1.0%
-1.0%-2.0%-2.0%-3.0:1-2.0:1
-2.0:1-1.0%-5.7%-5.7%-5.7%-49.8:1698 00
708 00
708 00
698 00
708 00
718 00
718 00
718 00
718 00
718 00
718 00
708 00
717 40
HP
716 89
TOP
716 89
TOP
706 96
TOP
716 89
TOP
716 89
TOP
706 96
TOP
716 05
TOP
711 71
TOP
701 41
TOP
697 67
TOP
717 68
HP
718 00
717 68
HP
717 68
HP
718 00
716 63
HP
717 68
HP
718 00
717 68
HP
718 00
717 68
HP
707 70
HP
707 70
HP
708 00
708 00
707 70
HP
718 00
718 00
717 50
717 50
718 00
718 00
716 50
717 50
716 46
TOP
716 46
TOP
717 25
HP
717 25
HP
717 50
718 00
717 25
715 80
EP
717 50
726 29
HP
715 80
EP
715 80
EP
715 80
EP
697 26
OLR
697 30
OLR
726 27
TW
718 00
BW
697 24
OLR
709 50
711 50
OLR
725 65
TW ??????
BW 723 49
BW
712 80
EP
712 86
EP
713 07
713 68
EP
712 29
704 00
EP
703 68
EP
701 93
EP
700 19
EP 699 95
EP
700 68
EP
700 14
EP70038
EP
699 12
EP
698 00
EP
697 40
EP
697 40
EP
706 16
EP
716 29
EP
716 29
EP
716 75
EP
716 75
EP
717 40
EP
697 14
EP
696 88
EP
712 24
EP71205
EP
714 75
EP
716 29
EP
706 16
EP
704 14
EP
713 40
EP 712 57
EP
706 98
EP70698
EP
698 49
699 26
713 95
-1.0%
-1.0%
685 50
INV
683 00
INV
697 37
TC
697 20
TC
697 56
TC
697 73
TC
725 98
HP72596
TW
??????
BW-1.5:1
-1.0:1699.23
700.08 700.74
701.81
702.74
703.40
703.64
703.62700.91
702.69
698.09
696 87
696 87 699.78697 40
697 04
EP
697 04
EP69704
EP
697 40
EP
699.62
699.38
697 65
EP
697 85
EP
697 99
EP
WATERLINE APROP. 8" DIP CL52WATERLINE A
PROP. 8" DIP CL52 PROP. 20'F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.
WATERLINE B
PROP. 8" DIP CL52
10+00
10+43
WATERLINE C
DOM. WL
(PRIVATE)
PROP. 20'
F.W. ESMT.
34 " WATER
METER
LEGEND
ASPHALT
GRAVEL
S 66°30'20" E - 194.99
'10+00397.21' OF 8" PVC @ 1.53%
304
301
70332
70317
70031
70408
700 702704
690
700
698
702
704
704704
704704704
690684686688692694696698702
700
696696
698
704 00
EP
703 68
EP
701 93
EP
700 19
EP 699 95
EP
700 68
EP
701 40
EP
700 03
EP
685 50
INV
683 00
INV
703.62 699.78700.18PROP. 20'F.W. ESMT.U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS4100.dwg PLOTTED: 7/5/2022 1:23 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS4100 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF18 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603GRADING PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTFOR CONTINUATION, SEE PLAN THIS SHEET
FOR CONTINUATION, SEE PLAN THIS SHEET
07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS4500.dwg PLOTTED: 7/5/2022 1:23 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS4500 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF19 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603SITE DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTHANDICAP SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
STOP SIGN - DETAIL
7"2'-0"6"13"4"6"1":1'
(NOT BE USED ON VDOT RIGHT-OF-WAY)
CG-6R-REVERSE GUTTER
NO SCALE
NOT TO SCALE
CHAIN LINK FENCE DETAIL
07/05/2022
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
25' X 40'
OFFICE
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.Screening
Buffer Esmt.
Screening
Buffer Esmt.S 23°29'40" W 637.26
'
45.79'45.29'PROP. 5' CONC. SIDEW
A
L
K
694 93
725 32
715 04
704 08
698 61
SAG
690
690
684
684
686
686
688
688
692
692
694
694 696696
710708710710712712712714716
710
720
712714716718
722700710720698702704706708
712
714716
716716718700
710
698
702
704
706
708
712
714
716
710
706
708
710
7
0
6
7
0
8
712714
716
710 702704706708712714
710712714
716
718
718
694
694694
696 692692
694
694
694 696
696
702704700
682
700700710
720696
696698698702704706
708
714716718722724726
726
700
692
694
696
698
702
704
710720720
7067087
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
704706708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704
706690
682
684
686
688
692694696
690
700
710692
694
696
698
702
704
706
708700698
698
690
684
686688
692694696
700698702704700702690700
710706708700
698
702
704
704704
704704704
690
688
692
694
696 690684686688692694696698702
700
696696
698
699.23
700.08 700.74
701.81
702.74
703.40
703.64
703.62700.91
702.69
698.09
699.62
699.38
4' Ø Concrete SWM RiserTop of Grate = 695.71Inv. In 5" orifice (SW) = 690.77Inv. In 7" orifice (SW) = 693.86Inv. Out 18" CPP (NE) = 690.96
Ex. SWM Basin
Drop InletTop of Grate = 698.15 Inv. Out 36" CMP = 690.66
Ex. Drop InletTop of Grate = 716.08Inv. In 6" CPP (SW) = 711.45Inv. Out 15" CPP (NE) = 711.28
Drop InletTop of Grate = 698.35 Inv. Out 15" CPP = 695.38
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Drop InletTop of Grate = 717.25Inv. In 6" CPP (SW) = 712.40Inv. In 6" CPP (W) = 712.45Inv. Out 6" CPP (NE) = 712.35
Ex. Curb InletTop = 698.96Inv. In 36" CMP = 690.17Inv. Out 36" CMP = 690.07
20' Wide Sewer Esmt.
DB 838 PG 1476
30' Wide W/L & Sewer Esmt.
DB 838 PG 1476
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
T.M. 64-10-5Frederick County, Virginia IndustrialDevelopment Authority Zone: B2 Use: Fire & RescueStation / Community CenterInst. No. 070003086
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
T.M. 64-A-88
20' Wide W/L Esmt.
DB 795 PG 340
Community CenterOne Story Block Bldg.
Ex. Chainlink Fence
Ex. 12" PVC W/L
Ex. 16" DI W/L
Ex. 8" W/L
Ex. AsphaltParking Lot
Ex. 83' - 36"CMP @ 0.60%
Ex. 18" CPP
Ex. 15" CPP Ex. 18"CPP
Ex. 18" CPP
Ex. 15" CPP
Ex. 6" CPP
Ex. 24' - 36"CMP @ 0.38%
3 - WV's
1 - WV
EXB
RIM 691.87
INV IN 683.13 (EXA)
INV IN 684.17 (EXB1)
INV OUT 682.84 (EXC)
401.48' OF 8" PVC @ 1.50%
EXC
RIM 685.86INV IN 676.75 (EXB)
INV IN 677.56 (EXC1)INV OUT 676.51 (EXD)
397.21' OF 8" PVC @ 1.53%400.18' OF 8" PVC @ 3.22%142.59
'
OF
8
"
PVC
@
8
.22%182.67' OF 8" PVC @ 3.20%Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
157.50' - 12" RCP CL II
I
157.50' - 12" RCP CL II
I
157.50' - 12" RCP CL I
I
I
81.00' - 12" RCP CL III
157.50' - 12" RCP CL II
I
93.75' - 12" RCP CL III
121.25' - 12" RCP CL I
I
I
121.25' - 12" RCP CL I
I
I
135.26' - 1
5
"
R
C
P
C
L
I
I
I
40.50' - 15" HDPE
53.
0
0
'
-
1
5
"
R
C
P
C
L
I
I
I
35.00' - 15" HDPE80.00' - 15" HDPE
44.2
1
'
-
3
6
"
R
C
P
C
L
I
I
I
45.00' - 36" RCP CL III 40.14' - 36" RCP CL III
93.75' - 12" RCP CL III
403
412 404
406
402
513
511
502
501
504
303
304
302
301
405
512
411
401
400
503
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector
to Storm Structure (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
51917.95' - 18" HDPE
TP
PRIVATE 4" SDR-35SAN CO
PRIVATE
4" SAN. LAT.
EXC
SAN CO PROP. 20' PRIVATE SAN. SWR ESMT.18" STL CASING PIPE
OR TUNNEL LINER
A10+0011+0012+0013+0014+0015+0016+00
17+00
18+0019+0020+0021+0022+0023+00
24+00
25+00
26+00
26+70
8" WATERLINE STUB
1- CAP AND FLUSHIN
G
A
S
S
M
1 - GVWATERLINE APROP. 8" DIP CL52DEDICATED
FH
ASSM
WATERLINE A
PROP. 8" DIP CL52
FH
ASSM
FH
ASSM PROP. 20'F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.
CUT IN -(1) 16" GV
(EAST SIDE OF TEE A
N
D
(
1
)
8
"
V
A
L
V
E
WITH MJ LONG SOLID
S
L
E
E
V
E
S
A
R
E
REQUIRED
WATERLINE B
PROP. 8" DIP CL52
10+00
10+43
WATERLINE C
DOM. WL
(PRIVATE)10+0010+89
25' PREBLAST REQ'
D
(TYPE)
FULL 20' JOINT OF PI
P
E
OUT OF GV REQ'D
1 - GV
PROPOSED 6"
PRIVATE FIRE LINE
8" DIP CL52
FIRE PROTECTION
WATER LINE
PROP. 20'
F.W. ESMT.
AIR RELEASE VALVE
SEWER LATERAL CO
N
N
E
C
T
I
O
N
BY CONTRACTOR PE
R
F
R
E
D
E
R
I
C
K
WATER'S INSPECTOR
R
E
Q
U
I
R
E
M
E
N
T
S
.
REFER TO NOTES
FOR FIRELINE METER
PRIVATE FIRE LINE
FH
ASSM
PROPOSED 6"
PRIVATE FIRE LINE
FDC
34 " WATER
METER
Bio-Retention A
Bio-Retention B
Forebay A2
Forebay A1
Forebay B1
Forebay B2
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS5000.dwg PLOTTED: 7/5/2022 1:24 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS5000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF20 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603UTILTY PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTNOTE: ALL SELF-STORAGE FACILITIES TO BE FULLY SPRINKLED.
WATER MAIN CONNECTION NOTES
CONTRACTOR SHALL:
(1) TEST PIT THE EXISTING MAIN PER FREDERICK WATER INSPECTION'S REQUIREMENTS
(2) INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER
REQUIREMENTS PRIOR TO SHUT DOWN.
(3) PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME.
(4) HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASK PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
(5) PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER
INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED.
(6) SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY
FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND
MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.
(7) CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO GRADE PER
FREDERICK WATER'S INSPECTOR'S REQUIREMENTS.
(8) WATER AND SEWER 10-FEET OFF BUILDING ARE PRIVATELY OWNED.
(9) CONTRACTOR TO PROVIDE COMBINED FIRE AND DOMESTIC RISER WITH HP PROTECTUS 3
FIRE METER, DOMESTIC METER AND DOUBLE DETECTOR CHECK, PER FREDERICK WATER
INSPECTORS REQUIREMENTS.
07/05/2022
EX SAN MH TO BUILDING
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
670
675
680
685
690
695
700
705
710
715
670
680
690
700
710
STRM XING STA. 2+70.0815" RCP CL III INV=694.35-0+50 0+00685.9680.0683.901+00683.1693.14688.9698.792+00693.1698.64694.9699.023+00 3+50
PRIVATE
1
0
4
L
F
4" SDR-3
5
@ 4.00%RIM = 698.09INV IN = 687.62 (FROM CO2)INV OUT = 687.62 (A)1+84.13 = SAN STR CO1PRIVATE
1
2
2
L
F
4"
S
D
R-
3
5
@
4.
0
0
%RIM = 685.86INV IN = 676.75 (FROM A)INV IN = 676.75 (FROM EXB)INV IN = 677.56 (FROM EXC1)INV OUT = 676.51 (EXD)0+00 = SAN STR EXCFFE = 698.00FIN. GRADE
EX. GRADE
13" CLEAR
CONC
CRADLE REQPROP. FACE OF BLDG.RIM = 699.90 (CLEANOUT)INV OUT = 691.76 (TO CO1)2+87.66 = SAN STR CO25 LF
4" SDR-35
@ 1.00%
20 LF 18" STL CASING PIPE
OR TUNNEL LINERRIM = 686.20INV IN = 682.75 (FROM CO1)INV OUT = 678.64 (EXC)0+62.42 = SAN STR A36"
MIN
COVER
36" MIN
COVER
33" COVER
WATR XING STA. 2+15.508" DIP INV=693.2334"
CLEAR
PRIVATE62 LF 8" SDR-35 @ 3.03%U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS5100.dwg PLOTTED: 7/5/2022 1:24 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS5100 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF21 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603SANITARY SEWER PROFILESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTWATER MAIN CONNECTION NOTES
(1) CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO GRADE PER
FREDERICK WATER'S INSPECTOR'S REQUIREMENTS.
07/05/2022
WATERLINE 10+00 TO 18+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
675
680
685
690
695
700
705
710
715
720
725
730
675
680
690
700
710
720
730
STRM XING STA. 10+82.9136" RCP CL III INV=684.50SSWR XING STA. 11+53.484" SDR-35 INV=688.889+50 10+00692.2700.46684.4697.6911+00688.5697.29693.4698.8612+00699.6702.22704.1706.8413+00708.2711.44711.8713.5614+00714.6711.98716.5709.9915+00718.3715.94719.5716.6516+00721.0716.65722.3716.6517+00723.4716.65724.7716.6518+00725.6716.65725.6716.6519+00724.8716.80723.2716.7920+00720.8717.70717.6717.1721+00714.3716.55711.3709.5722+00708.4705.01705.0697.7023+00700.9697.5548" MIN
COVER
8" DIP CL52 WATERLINE
FINISHED GRADE
EXISTING GRADE
11.25° BEND - STA. 10+08.24TEE - STA. 10+00 CONNECT TO EX WLGV - STA. 10+03.50GV - STA. 11+31.79GV - STA. 11+24.79TEE - STA. 13+25.29GV - STA. 13+21.79GV - STA. 13+28.7945° BEND - STA. 14+41.0145° BEND - STA. 15+49.6045° BEND - STA. 18+74.5945° BEND - STA. 18+81.67FH ASSM. STA. 20+89.8745° BEND - STA. 22+61.1745° BEND - STA. 22+68.2420"
CLEAR
EX. GRADE
95% COMPACTED FILL ARV- STA. 20+14.69RESTRAINED JOINTS
REQUIRED IN FILL MIN.
20' ONTO ORIGINAL
GROUND (TYP)FH ASSM. STA. 12+79.82GV - STA. 12+75.64GV - STA. 12+84.11WATERLINE 18+00 TO 27+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
675
680
685
690
695
700
705
710
675
680
690
700
710
STRM XING STA. 25+70.0915" RCP CL III INV=694.0323+00700.9697.55699.8697.5524+00699.9697.55698.9697.5525+00697.0697.55694.1697.5526+00692.3697.55691.6697.7127+00 27+50
48" MIN
COVER
FINISHED
GRADE
EXISTING GRADE
8" DIP CL52 WATERLINE
18" MIN
CLEARFH ASSM. - STA. 25+53.26GV - STA. 26+66.52GV - STA. 25+50.23GV - STA. 25+56.25GV - STA. 25+83.24GV - STA. 25+89.26TEE 8" FIRE PROTECTION WL- STA. 25+86.24TEE - WL C 8" DOM. WL STA. 26+39.02GV - STA. 26+36.01GV - STA. 26+42.01WATERLINE B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
695
700
705
710
715
720
725
695
700
710
720
9+50 10+00710.1712.8511+00TEE - CONNECT TO WL A - STA. 10+008" DIP INV=704.76FH ASSM. STA. 10+23.4148" MIN
COVER
8" DIP CL52
WATERLINE
FINISHED GRADE
EXISTING GRADE
GV - STA. 10+39.01WATERLINE C
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
675
680
685
690
695
700
705
710
675
680
690
700
710
9+50 10+00691.8697.63696.8697.9711+00 11+50
1" DIP
DOMESTIC WATERLINE
PROP. BLDG.
FFE 698.00
FINISHED
GRADE
EXISTING
GRADEGV - STA. 10+03.01PROP. FACE OF BLDG.45° BEND - STA. 10+45.6445° BEND - STA. 10+42.8018" CLEAR
SSWR XING STA. 10+28.344" SDR-35 INV=690.1218" CLEAR
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS5200.dwg PLOTTED: 7/5/2022 1:24 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS5200 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF22 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603WATERLINE PROFILESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS5500.dwg PLOTTED: 7/5/2022 1:25 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS5500 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF23 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603FREDERICK WATER DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS5501.dwg PLOTTED: 7/5/2022 1:25 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS5501 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF24 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603FREDERICK WATER DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
Ground Cover Hatch Key
Forested Ground CoverGood Condition (HSG D)
Range Ground CoverGood Condition (HSG D)
Road Right of Way having C&Gand Storm Sewer (HSG D)
Commercial & Business District(HSG D)
710720720720
704706708712714
7
1
6
716
716
718718
718
722722
710
720
706
708
712
714
716
718
6
8
0
690
700
682
684686688
692694696
698
700
710
720
702
704
706
708
712
714
716
718
722
724
726 670680
672674676678
690
682684 686 688
69269
4
696696
690700710720692694696698702704706708712714716718722724
7
1
0
720
7087
1
2
714
716718
722724726 710712
714
716
718
700698
710700690680670680670660680690
700
700
710
700
710
702
704
706
708
7107207027047067087127147167187
1
8718
722724710708712710
70
4
7
0
6
708
70
8
708
7127
1
2
720 712714716718
7
2
0
730
72
2
724
726
728
732
7107207
3
0
730
712714716718722724726
72
8
728
7
3
2
732
730
730
728
7
3
2
732
734734
736736
738
738
720 712714716
718
722
7247
2
6
716
716
718
718
71072073
0
74
0
712
71471671
671671872272
4724 724726726
72
6
72
873
273
473
67
3
874
2 720
722
72
4
726
710720
706708
712714
716
7
1
67167
1
8
718718 700700
700
710
7107
1
0
698
698702
702
702704
7047
0
4706706706708708708712714716718 680690 672674676678
682
684686688
692694696
68069070067
6
678682684686688692694696698702704Costello Dr.
(Rte 1367) 80' R
/
W
Prince Frederick Dr. (Rte 781) Variable Width R/WCOVERSTONE DR.
(Rte 1538) Variable Width R/WRyco Lane(UnImproved) 60' R/WCostello Dr.
(Rte 1367) 80' R/WCostello Dr. (Rte 1367) 80' R/W3C
41E
3B
41D
9B
9B
9B
3C
3C
3C
3B
3B
3B
3B
3B
W
1B
28
28
1B
1B
41C
41C
41D
41D
41D
41E
41E
67 25
Inv
64 82
Inv
24 58
HP
20 03
26 30
25 32
99 73
76 35
Inv
25 64
28 42
26 00
18 50
04 35
Inv
75 92
Inv
22 74
HP
21 19
HP
17 40
18 41
22 58
HP
28 03
HP
18 95
HP
16 38
37 07
38 07
38 98
89 43
77 82
05 80
HP
01 52
HP
04 22
Crest0158
98 60
Sag
15 90
HP
83 25
83 06
EG
76 05
Top
A
B
Sheet Flow
50 lf @ 1.96%
StudyPoint 1
Shallow Flow
528 lf @ 6.80%
C D
A
B
Sheet Flow
100 lf @ 2.63%
Shallow Flow
309 lf @ 5.72%
Channel Flow
601 lf @ 5.00%
Channel Flow
707 lf @ 1.85%
Total Flow Path
Tc = 10.9 Mins.
Total Flow Path
Tc = 14.9 Mins.
Total Flow Path
Tc = 23.3 Mins.
Drainage Area 1
(Direct To SP#1)DA = 7.593 Ac.CNW = 79
Drainage Area #2
(Direct To Dual Culverts)DA = 9.248 Ac.CNW = 78
B
Sheet Flow
50 lf @ 1.32%
C
D
Shallow Flow
909 lf @ 4.66%
Channel Flow
403 lf @ 1.35%
Upland DA 50
(To Ex. SWM Pond 50)DA = 23.403 Ac.CNW = 94
Upland DA 40
(To Ex. SWM Pond 40)DA = 3.215 Ac.CNW = 78
A
BSheet Flow
75 lf @ 3.23%
C
D
Shallow Flow
85 lf @ 8.82%
Multiple Pipe Flow
Segments to Daylight
Pipe Flow Segments
1,195 lf @ 1.73%
A
B
Sheet Flow
75 lf @ 1.21%
C
Shallow Flow
131 lf @ 0.76%
Upland DA 60(To Ex. SWM Pond 60)DA = 14.531 Ac.CNW = 95
D
E
Pipe Flow Segments
896 lf @ 0.94%
Upland DA 30
(To Ex. SWM Pond 30)DA = 2.419 Ac.CN = 95
Upland DA 10
(Directly To SP 1)DA = 9.218 Ac.CNW = 82Upland DA 20(To Storm Sewer w/Un-Detained Outfall )DA = 9.768 Ac.CNW = 81
Sheet Flow
100 lf @ 2.78%
Shallow Flow
366 lf @ 4.60%
A
B
C
D
Pipe Flow Segments
344 lf @ 0.47%
Total Flow Path
Tc = 11.1 Mins.Total Flow Path
Tc = 9.3 Mins.
CRVWFR
........
)LUH
5HVFXH
Ex. SWMPond 40
Ex. SWMPond 30
Ex. SWMPond 50
Ex. SWMPond 60
A
Upland DA 10
Upland DA 20Upland DA 60
Upland DA 50
Upland DA 30
Upland DA 40
Total Flow Path
Tc = 31.0 Mins.
Pre-Development Drainage Evaluation Notes
1. The Pre-Development Drainage Evaluation Includes six (6) Upland Drainage Areas and two (2) On-Site Drainage
Areas. All eight (8) Areas Drain two Study Point 1.
2. Study Point #1 is at the Inlet of the Existing 60" Culvert Crossing Prince Frederick Drive.
3. Storm Sewer Inlets and Conduits Immediately Adjacent to the Project Site at Millwood Fire & Rescue Station are
Field Verified. All Culverts On-Site All Storm are Field Verified.
4. Field Verified Storm Sewer is Designated as Storm Sewer Numbers 1 through 14. All other Storm Sewer
Infrastructure shown in this plan set is sketched approximately based on Aerial Photography, Visual Field
Reconnaissance and proposed design data from previously approved Site Plans.
5. Two Previously Approved Site Plans are referenced for data to develop the "Pre-Development Runoff Model" for this
Project.
a. See the "Site Plan for Millwood Station Fire & Rescue - Company 21 (Site Plan No. 39-02)
b. See the Millwood Station Fire & Rescue - Company 21 "Engineering Calculations" Report, dated 11/27/02, for
Hydrology and Storm Sewer Data.
c. See the "Price Costco" Site Plan, dated 2/2/95 and Approved 2/6/95.
6. Storage Volumes and Outfall Structures used to model the Existing Stormwater Detention Facilities were derived
from Various Sources.
a. Ex. SWM Pond 30 was modeled based on Field Verified Data.
b. Ex. SWM Pond 40 was modeled based on Storage Volumes derived from LIDAR Data and Design Data from the
approved Site Plan for the Outfall Structure and Pipes to Ex. Structure 14.
c. Ex. SWM Pond 50 was modeled based on Storage Volumes derived from LIDAR Data. The Outfall Structure is
modeled based on Field Reconaissance Observations and Existing Conditions noted in the Millwood Station
Plans. The Engineer has not obtained the Plans or Reports associated with this Facility, but based on the
Development within the Drainage Shed being modeled, can reasonably assume that it was constructed to manage
run-off generated from Lands South of Costello Drive between US Route 522 and the Millwood Station Site.U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6000.dwg PLOTTED: 7/5/2022 1:27 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF25 46
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 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603PREDEVELOPMENT DRAINAGE MAPCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT00 120'240'
07/05/2022
Ground Cover Hatch Key
Forested Ground CoverGood Condition (HSG D)
Range Ground CoverGood Condition (HSG D)
Road Right of Way having C&Gand Storm Sewer (HSG D)
Commercial & Business District(HSG D)
710720720720
710
720
6
8
0
690
700
700
710
720 670680
690
6907007107207
1
0
720 710700
710700690680670680670660680690
700
700
710
700
710
710720710710 710720
7
2
0
730
7107207
3
0
730
730
730
720
71072073
0
74
0 720
710720 700700
700
710
7107
1
0 680690
680690700Costello Dr.
(Rte 1367) 80' R
/
W
Prince Frederick Dr. (Rte 781) Variable Width R/WCOVERSTONE DR.
(Rte 1538) Variable Width R/WRyco Lane(UnImproved) 60' R/WCostello Dr.
(Rte 1367) 80' R/WCostello Dr. (Rte 1367) 80' R/W680
690690 680
690700710710710710720700710720700
710
710
690
70
0
710
700710
710
700
6806806
9
0
7
0
0
690690690690700710700
690 690700700 680690
680680 680
3C
41E
3B
41D
9B
9B
3C
3C
3C
3B
3B
3B
3B 41D
102
101
403
412 404
406
402
513
511
502 501
504
303
304
302
301
203204
211
405
512
411
202
201
401400
503
103PD
519
67 25
Inv
64 82
Inv
77 82
76 05
Top
84 75
BP
24 58
HP
20 03
99 73
28 42
26 00
18 50
04 35
Inv
22 74
HP
21 19
HP
17 40
18 41
22 58
HP
28 03
HP
18 95
HP
16 38
37 07
38 07
38 98
05 80
HP
01 52
HP
04 22
Crest0158
98 60
Sag
15 90
HP
StudyPoint 1
A
B
Sheet Flow
100 lf @ 2.63%
Shallow Flow
309 lf @ 5.72%
Channel Flow
601 lf @ 5.00%
Total Flow Path
Tc = 10.9 Mins.
Total Flow Path
Tc = 14.9 Mins.
Upland DA 50
(To Ex. SWM Pond 50)DA = 23.403 Ac.CNW = 94
Upland DA 40
(To Ex. SWM Pond 40)DA = 3.215 Ac.CNW = 78
A
BSheet Flow
75 lf @ 3.23%
C
D
Shallow Flow
85 lf @ 8.82%
Multiple Pipe Flow
Segments to Daylight
Pipe Flow Segments
1,195 lf @ 1.73%
A
B
Sheet Flow
75 lf @ 1.21%
C
Shallow Flow
131 lf @ 0.76%
Upland DA 60(To Ex. SWM Pond 60)DA = 14.531 Ac.CNW = 95
D
E
Pipe Flow Segments
896 lf @ 0.94%
Upland DA 30
(To Ex. SWM Pond 30)DA = 2.419 Ac.CN = 95
Upland DA 10
(Directly To SP 1)DA = 9.218 Ac.CNW = 82Upland DA 20(To Storm Sewer w/Un-Detained Outfall )DA = 9.768 Ac.CNW = 81
Sheet Flow
100 lf @ 2.78%
Shallow Flow
366 lf @ 4.60%
A
B
C
D
Pipe Flow Segments
344 lf @ 0.47%
Total Flow Path
Tc = 11.1 Mins.
Total Flow Path
Tc = 9.3 Mins.
CRVWFR
........
)LUH
5HVFXHEx. SWMPond 40
Ex. SWMPond 30
Ex. SWMPond 50
Ex. SWMPond 60
Upland DA 10
Upland DA 20Upland DA 60
Upland DA 50
Upland DA 30
Upland DA 40
Upland DA 20A
(To Storm Sewer w/Un-Detained Outfall )DA = 4.984 Ac.CNW = 81 Upland DA 20B
(To Storm Sewer w/Un-Detained Outfall )DA = 4.783 Ac.CNW = 81
Drainage Area 1A
(On-Site - Un-Detained to SP 1)DA = 0.92 Ac.(0.71 Ac. Inside LOD)CN = 80
Drainage Area 1B
(R/W To SP 1)DA = 1.16 Ac.CN = 93
WET POND
Level 1
Design, Computations
& Details (Sh. 29)
DA to Bio-Ret. B
Total DA = 2.46 Ac.
CNW = 92
DA to Bio-Ret. A
Total DA = 2.82 Ac.
CNW = 93
DA to Wet Pond
"Local" DA = 9.51 Ac.
(8.49 Ac. Inside LOD)
CNW = 93
See Note
BIO-RET. B
(See Sheet 32)
BIO-RET. A
(See Sheet 31)
A
A
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6001.dwg PLOTTED: 7/5/2022 1:28 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6001 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF26 46
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 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603POST-DEVELOPMENT DRAINAGE MAPCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT00 120'240'
07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6002.dwg PLOTTED: 7/5/2022 1:29 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6002 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF27 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603REGULATORY COMPLIANCE SUMMARY - WATER QUANTITYCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTMS-19 Limits of Analysis @ Study Point #1
The Limits of Analysis Requirement per 9VAC25-870-66.B.4 is met by utilizing
9VAC25-870-66.B.3 to show compliance with the Channel Protection criteria.
MS-19 Channel Protection @ Study Point #1
The Channel Protection Requirement per 9VAC25-870-66.B.1.b is met by utilizing
9VAC25-870-66.B.3 to show compliance with the Channel Protection criteria.
The associated "Energy Balance Equation" is satisfied and no
further Channel Protection is required.
Natural Channel (Cobble Bottom / n=0.040)
Existing Channel Section(NTS)
Storm Event
2 Yr. Storm
10 Yr. Storm
Peak Q
62.38 cfs
152.10 cfs
Flow Depth
0.88'
1.23'
Max. Velocity
2.87 fps
3.61 fps
Runoff Computations
D10 = 1.23'MS-19 Flood Protection @ Study Point #1
Flood Protection at the Study Point is met by
9VAC25-870-66.C.2.a, where the 10 yr. Post-Development Flow
(Q10 ) is confined within the Stormwater Conveyance System..
Study Point 1
65.81 Wide Surface
Custom Cross Section
See SWM Report
07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6003.dwg PLOTTED: 7/5/2022 1:29 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6003 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF28 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603REGULATORY COMPLIANCE SUMMARY - WATERQUALITYCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTWater Quality Compliance Narrative
Below is a "Letter of Availability" for the Purchase of 3.20 lbs per year of Nutrient Credits, Issued by Virginia Nutrient
Bank and dated July 12,2021. The Developer of this Project is required to provide "Proof of Purchase" for 3.20 lbs
per year of Nutrient Credits in order to Satisfy the Water Quality Requirements as calculated per the Virginia Runoff
Reduction Method (VRRM) Spreadsheet.
07/05/2022
52'R12'12'12'
SW
M
E
S
M
T
.
SWM ESMT.SWM ESMT.679 09
676 35
INV
676 40
INV 676 01
INV
675 89
INV 667 25
INV
673 40
TW
680
676
678
682
684
674674
676678690686686688688692694696690
70
0
686
688
692
694
696
698
7
0
2
70
4680 6806
9
0
7
0
0692694696698
702680
690674
676
678
682
684
686
688
694
694
696
696 680690678682684686688702 6706806
84
68
6
680680
680
672674
674676
676
676678678
678682682
682684684684
678 85
EP
EP
683 33
EP
684 85
EP
68716
EP
687 55
EP
684 89
EP
677 51
INV
670 00
INVEx. 3 - 8" ConduitsStorm MH Rim = 675.60Inv. In= 668.85Inv. In= 668.75
Ex. Dual 41' - 36"HDPE @ 1.04%Ex. 137.43' - 60"RCP @ 1.77%
Ex. 70.71' - 36"RCP @ 1.15%
EX. 8" PVCSAN. SEWER@ 0.85%
Ex. Signs
21.05' - 36" RCP
C
L
I
I
I 43.00' - 36" RC
P
C
L
I
I
I 45.99' - 15" RCP CL III1
0
5
.
5
9
'
-
3
6
"
R
C
P
C
L
I
I
I
90.40' - 24" RCP CL III102
101
203204
202
201
103
PD 4" DIP21.05' - 36" RCP
C
L
I
I
I 43.00' - 36" RC
P
C
L
I
I
I 45.99' - 15" RCP CL III1
0
5
.
5
9
'
-
3
6
"
R
C
P
C
L
I
I
I
90.40' - 24" RCP CL III102
101
203204
202
201
103
PD 4" DIPTop Berm = 684.50'Top Berm = 684.50'WET PONDLevel 1Lim
i
ts
o
f
No
rma
l
Poo
l
@
WSE
=
675
.00
'
10'
W
i
d
e
S
a
f
e
t
y
B
e
n
c
h
Create "Wet Pond
Forebay", using a
Submerged
Gabion Weir
10'
W
i
d
e
A
q
u
a
t
i
c
B
e
n
c
h
FOREBAY
100 Yr. WSE= 682.21'AASee Sheet 34 for "Wet
Pond Section A-A"
Impermeable Liner Limits
10 Yr. WSE = 679.64'Normal Pool
Water Surface Elevation = 675.00'
Water Surface Area = 13,591 ft2
Actual Storage Depth = 4.00 ft
Provided Storage Volume = 31,376 ft3
Tv = Required Storage Volume = 27,888 ft3
PRINCIPAL RISER
·5' Ø Riser Crest Elevation = 681.00'
·Passes the 100 Yr - 24 Hr Storm Event,
While Providing at Least 2.0' Freeboard
·See Sheets 29 & 30 Principal Riser
Details for All Design Elevations
12" SCH. 40 PVC
(Reverse Sloped) &
VDOT Std. EW-1
20' - 4" DIP
Pond Drain
WET POND SECTION A-A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
695
700
655
660
670
680
690
700
7+50 8+00697.7697.70696.6696.639+00694.3694.29691.9691.9010+00693.0693.02690.1690.0511+00678.2678.20671.4671.4312+00677.0676.9712+50
FIN. GRADE
100 Yr. WSE = 682.21'
Top of Berm = 684.50'
10 Yr. WSE = 679.64'
25 Yr. WSE = 680.69'09+40 = Limits of the Permanent Pool = 675.0010' (W) SafetyBench @ 2% Slope
EX. GRADE
EX. GRADE
FIN. GRADE
(3:1 SLOPE)
Principal Spillway
(Shown Reference Only.See Storm Profile 101 - 102)
Construct Pond Liner to10 Yr. WSE @ Minimum
(See Impermeable Liner
Note, Sh. 30)
29"
Freeboard42" from Riser
Top to Berm Top
1 Yr. WSE = 677.27'
2 Yr. WSE = 677.55'09+30 = Upper Limits of Safety Bench = 675.20'09+50 = Lower Limits of Aquatic Bench = 674.80'10+52 = Limits of the Permanent Pool = 675.0009+42 = Lower Limits of Aquatic Bench = 674.80'10+62 = Upper Limits of Safety Bench = 675.20'Permanent Pool WSE = 675.00'
10' (W) AquaticBench @ 2% Slope
8' Min. Top Width
10' (W) AquaticBench @ 2% Slope
10' (W) SafetyBench @ 2% Slope
FIN. GRADE
(3:1 SLOPE)
WET POND SECTION A-A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
695
700
655
660
670
680
690
700
7+50 8+00697.7697.70696.6696.639+00694.3694.29691.9691.9010+00693.0693.02690.1690.0511+00678.2678.20671.4671.4312+00677.0676.9712+50
FIN. GRADE
100 Yr. WSE = 682.21'
Top of Berm = 684.50'
10 Yr. WSE = 679.64'
25 Yr. WSE = 680.69'09+40 = Limits of the Permanent Pool = 675.0010' (W) SafetyBench @ 2% Slope
EX. GRADE
EX. GRADE
FIN. GRADE
(3:1 SLOPE)
Principal Spillway
(Shown Reference Only.See Storm Profile 101 - 102)
Construct Pond Liner to10 Yr. WSE @ Minimum
(See Impermeable Liner
Note, Sh. 30)
29"
Freeboard42" from Riser
Top to Berm Top
1 Yr. WSE = 677.27'
2 Yr. WSE = 677.55'09+30 = Upper Limits of Safety Bench = 675.20'09+50 = Lower Limits of Aquatic Bench = 674.80'10+52 = Limits of the Permanent Pool = 675.0009+42 = Lower Limits of Aquatic Bench = 674.80'10+62 = Upper Limits of Safety Bench = 675.20'Permanent Pool WSE = 675.00'
10' (W) AquaticBench @ 2% Slope
8' Min. Top Width
10' (W) AquaticBench @ 2% Slope
10' (W) SafetyBench @ 2% Slope
FIN. GRADE
(3:1 SLOPE)U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6010.dwg PLOTTED: 7/5/2022 1:29 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6010 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF29 46
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 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS
07/05/2022
DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603WET POND PLAN & WET POND SECTION A-ACOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT00 30'60'WET POND - PLAN VIEW
Scale: 1" = 30'
Wet Pond - Principal Riser Section
Not to Scale
Trash Rack (See Note 6)
Earthen Berm
(See Note 4)
9' Ø x 1.75' Thick Conc.
Base (See Note 1)3:1 Side Slope3:
1
S
i
d
e
S
l
o
p
e
Hand Wheel w/
Restrained Stem,
(Place Accessibly)
Ex. Grade
Proposed Outlet Protection
(See Table Sheet 36)
Top of Embankment = 684.50
90.40' - 24" RCP CL. III @ 1.11%
(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
Wet Pond- Principal Riser Plan
Not to Scale
90.40' - 24" RCP CL. III @ 1.11%
(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
90.40' - 24" RCP
CL. III @ 1.11%
(See Note 5)
Rectangular Weir
[48" (W) x 48" (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.
Inv. = 671.00'
Wet Pond Details for Plan Sheets
8' Embankment
Permanent Pool W.S.E. = 675.00'
Principal Riser Bottom = 669.00'
9' Ø x 1.75" Thick Conc.
Base (See Note 1)
Rectangular Weir
[36" (W) x 24" (H)]
25' - 12" SCH 40 PVC
(Reverse Sloped)
Fill Riser w/ 2.0' Concrete
to the Flow Line
Rectangular Weir
[36" (W) x 24" (H)]
Rectangular Weir
[48" (W) x 48" (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.
Principal Riser Crest = 681.00'
Rectangular Weir = 677.00'
[48" (W) x 48" (H)]
Rectangular Weir = 675.00'
[36" (W) x 24" (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)
5' Ø Riser
Structure per
AASHTO M199
60°15°℄Weir Openings℄Wei
r
Open
ings
VDOT Std. EW-1
(Anchor EW-1 to Conc.
Slab - See Note 3)
Inv. = 671.00'
Place a 2' x 2' x 6" Conc.
Slab (To Support End of
Pipe and Intake Guard)
Inv. = 672.00'
25' -
1
2
"
S
C
H
4
0
P
V
C
(Rev
e
r
s
e
S
l
o
p
e
d
)
Footing Bottom = 667.25'U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6011.dwg PLOTTED: 7/5/2022 1:30 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6011 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF30 46
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 540.665.0493APPROVED CONSTRUCTION PLANS
07/05/2022
DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603WET POND DETAILS & NARRATIVESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTVA 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.
VA DEQ Stormwater Design Specification Introduction: Appendix A: Earthen Embankment
SECTION A-7: Design Criteria
A geotechnical engineering study should evaluate the stability of the proposed
embankment and should consist of (1) a site investigation, (2) laboratory testing, and (3)
an engineering analysis.
1. A field investigation should include the review of available soils information and a
subsurface exploration. Test borings, test pits, or both, should be used to evaluate the
foundations, abutments, borrow materials, reservoir area, embankment design and any
other pertinent geological considerations. In areas underlain by Karst limestone, a
subsurface profile using seismic or sonar technology should be considered to verify
that subsurface anomalies do not exist. This type of subsurface investigation may also
be recommended in areas known to have been previously mined for mineral
extractions.
2. Laboratory testing should be completed to evaluate the various soils. At a minimum,
an index property test should be completed to classify the soils following the Unified
Soil Classification System. Shear strength, compressibility, and permeability testing
may be required depending upon the size and complexity of the embankment and the
nature of the site’s subsurface conditions.
3. A geotechnical engineer should do an engineering analysis and present his or her
findings, recommendations and comments on items such as: foundation materials and
preparation; design of interior drainage features and filters; and geotechnical design of
conduits/structures through the embankment, including seepage and stability analyses.
The engineer should also provide a summary describing the soil types and rock strata
encountered and explaining the laboratory tests and their results.
VA DCR Stormwater Design Specification No. 14, Wet Pond, Ver. 2.0 January 1, 2013
SECTION 6: DESIGN CRITERIA
6.4 Required Geotechnical Testing
Soil borings should be conducted within the footprint of the proposed embankment, in the
vicinity of the proposed outlet structure, and in at least two locations within the proposed
wet pond treatment area.
Soil boring data is needed to (1) determine the physical characteristics of the excavated
material to determine its adequacy as structural fill or other use, (2) determine the need
and appropriate design depth of the embankment cut-off trench; (3) provide data for
structural designs of the outlet works (e.g., bearing capacity and buoyancy), (4) determine
the depth to groundwater and bedrock and (5) evaluate potential infiltration losses (and the
potential need for a liner).
Guidance on soil explorations in general can be found in Appendix 8-A of Stormwater
Design Specification No. 8 (Infiltration).
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).
703 32
703 17
694 93
700 31
704 08
704 22
HP
698 61
SAG
684
686
700710
698
702704706708
700
710
698
702
704
706
708
712
714
716
710
706
708
694
694694
696 692692
694
694
694 696
696
702704700
700700710
696
696698698702704706
708
700
700
692
694
696
698
702 702704
704
710
702
704706708
712
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704
706696
698
690
700
692
694
696
698
690700700
698
702
704
704704
704704704
690
688
692
694
696 690684686688692694696698702
700
700
696696
698
698 00
708 00
708 00
698 00
708 00 718 00
708 00
706 96
TOP
706 96
TOP
711 71
TOP
701 41
TOP
697 67
TOP
717 68
HP
707 70
HP
707 70
HP
708 00
708 00
707 70
HP
697 26
OLR
697 30
OLR
697 24
OLR
29
704 00
EP
703 68
EP
701 93
EP
700 19
EP 699 95
EP
700 68
EP
701 40
EP
700 03
EP
700 14
EP70038
EP
699 12
EP
698 00
EP
697 40
EP
697 40
EP
706 16
EP
697 14
EP
696 88
EP
712 24
EP71205
EP71629
EP
706 16
EP
704 14
EP
706 98
EP70698
EP
698 49
699 26
685 50
INV
683 00
INV
697 37
TC
697 20
TC
697 56
TC
697 73
TC
699.23
700.08 700.74
701.81
702.74
703.40
703.64
703.62700.91
702.69
698.09
696 87
696 87 699.78700.18697 40
697 04
EP
697 04
EP69704
EP
697 40
EP
699.62
699.38
697 65
EP
697 85
EP
697 99
EP12'12'12'12'12'12'
LOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'12'12'12'12'12'12'12'12'
12'12'30'R25'
R CG-6 TYP.SWM ESMT.
SWM ESMT.
SWM ESMT.
Screening
Buffer Esmt.S 23°29'40" W 637.26
'
PROP. 5' CONC. SIDEW
A
L
K
TW=691.20
BW=690.70
TW=700.00
BW=699.00TW=699.30
BW=695.00
RETAINING WALL
VDOT HR-1 TYPE II
PEDESTIAN RAILING
N 22°53'02" E - 629.74'Costello Dr. (Rte 1
3
6
7
)
(
L
o
c
a
l
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
10+004' Ø Concrete SWM RiserTop of Grate = 695.71Inv. In 5" orifice (SW) = 690.77Inv. In 7" orifice (SW) = 693.86Inv. Out 18" CPP (NE) = 690.96
Ex. SWM Basin
Drop InletTop of Grate = 698.15 Inv. Out 36" CMP = 690.66
Drop InletTop of Grate = 698.35 Inv. Out 15" CPP = 695.38
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Curb InletTop = 698.96Inv. In 36" CMP = 690.17Inv. Out 36" CMP = 690.07
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Millwood Station Volunteer Fire &Rescue CompanyOne Story Block Bldg.
Ex. 83' - 36"CMP @ 0.60%
Ex. 18" CPP
Ex. 15" CPP Ex. 18"CPP
Ex. 18" CPP
Ex. 15" CPP
Ex. 24' - 36"CMP @ 0.38%
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
403
412 404
402
303
304
302
301
411
401
400
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
519
TP
WATERLINE APROP. 8" DIP CL52WATERLINE A
PROP. 8" DIP CL52
WATERLINE B
PROP. 8" DIP CL52
WATERLINE C
DOM. WL
(PRIVATE)10+0010+89
34 " WATER
METER SAN CO
SAN CO PROP. 20' PRIVATE SAN. SWR ESMT.403
412 404
402
303
304
302
301
411
401
400
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
519
TP
94 00
Weir9500
TB
95 50
Cap 93 00 94 00
Weir
95 00
TB
94 00
Weir9500
TB
88 00
Inv
6" Cleanout (Typ.)
Bio-Retention A
Pre-Treatment Forebay Cell A1
Storage Elevation = 694.00'
Provided Storage Volume = 754 ft3
Bio-Retention A Treatment Cell
Surface Elevation = 693.00'
Equivalent Storage Depth = 2.35 ft
Required Surface Area = 4,027 ft2
Provided Surface Area = 4,173 ft2
Required Storage Volume = 9,463 ft3
Provided Storage Volume = 9,807 ft3
Pre-Treatment
5' Wide Grass Strip & 2
'
Wide Gravel Diaphram
Gabion Weir Typ.
See Detail, Sh. 33
6" Perforated
Under Drain (Typ.)
1 - 6" Observation Well
(See Detail Sh. 33)100' - 6" Solid Wall
Under Drain
Armour 6' Wide Weir w/
N.A.G. C350 Perm. Erosion
Matting or Approved Equal
Pre-Treatment Forebay Cell A2
Storage Elevation = 694.00'
Provided Storage Volume = 686 ft3
Forebay A2
Forebay A1
Bio-Retention A (VRRM)
Turf DA= 0.81 Ac.
Impervious DA = 2.01 Ac.
Total DA = 2.82 Ac.
TvDA = 7,667 ft3
TvDA x 1.25 = TvBMPTvBMP = 9,584 ft3
Bio-Retention Facility A - Schematic Cross Section
Not to Scale
3" ThickConc. Apron
Top of Berm = 695.00
6" Perforated Underdrain
(Invert = 689.00)
36" Soil Media Layer
(Bottom = 689.75)
3" Choker Stone Layer
(Bottom = 689.50)
18" Stone Reservoir Layer
(Bottom = 688.00)
36" Soil Media Layer
(Top = 692.75)
3" Turf Layer
(Top = 693.00)
Inv. = 688.00'100' - 6" Solid WallUnder Drain
Cap = 694.50Cleanout Riser
See Bio-RetentionCleanout Detail
Inv. = 689.00'
Finished Grade
6' Wide Weir = 694.00(Shown for Reference Elevation)
12" Storage Depth
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabric
with a flow rate of > 110 gal./min/s.f.
(e.g., Geotex 351 or Equivalent)
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the chokerlayer. Position the Filter Fabric to be centered
about the Underdrain and extending 1ft. to 2 ft.
beyond either side of the Underdrain.36" Bio-RetentionSoil Media18" Sump6" Cleanout Riser6" PerforatedUnderdrain
12"Note: See Sheet 33 for further guidance
relative to construction of the
Bio-Retention Facility, including Materials,
Construction, Maintenance, etc.U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6020.dwg PLOTTED: 7/5/2022 1:30 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6020 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF31 46
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 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603BIO-RETENTION FACILITY A PLAN & COMPUTATIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT00 30'60'BIO-RETENTION FACILITY A - PLAN VIEW
Scale: 1" = 30'2'2'
Conrete Apron
3" Thick
Concrete Apron
Vented Cap
Cleanout Riser Apron Detail
NTS
Seven 1 2"
Perforations
6" Cleanout Riser
(In Plan View)
6" Rigid
Sch.40 PVC
45°
45°
Drain Basin Weep Hole Detail
NTS
07/05/2022
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'
12'12'
SLAB FFE = 718.00'
SLAB FFE = 717.50'SWM ESMT.SWM ESMT.120lf Variable Height RetainingWall (Structural Design By Others)
Screening
Buffer Esmt.S 23°29'40" W 637.26
'
45.79'45.29'725 32
715 04 710706708710710712712712714716
710
720
712714716718
722
710
720702704706708
712
714716
716716718710
708
712
714
716
710
706
708
710
7
0
6
7
0
8
712714
716
710 702704706708712714
710712714
716
718
718
710
710
720720704706708712714714716716718718722722724724726
726 710720720
7067087
1
2
714714
716
716
718718
722
722
72
4
724
71
0
710
702
704706708
712
712
714
714
716
716
706
704706710706
708710706708708 00
708 00
718 00
718 00
718 00
718 00
718 00
718 00
708 00
717 40
HP
716 89
TOP
716 89
TOP
706 96
TOP
716 89
TOP
716 89
TOP
706 96
TOP
716 05
TOP
711 71
TOP
717 68
HP
718 00
717 68
HP
717 68
HP
718 00
716 63
HP
717 68
HP
718 00
717 68
HP
718 00
717 68
HP
HP
707 70
HP
708 00
708 00
707 70
HP
718 00
718 00
717 50
717 50
718 00
718 00
716 50
717 50
716 46
TOP
716 46
TOP
717 25
HP
717 25
HP
717 50
718 00
717 25
715 80
EP
717 50
726 29
HP
715 80
EP
715 80
EP
715 80
EP
726 27
TW
718 00
BW
709 50
711 50
OLR
725 65
TW
??????
BW 723 49
BW
712 80
EP
712 86
EP
713 07
713 68
EP
712 29
706 16
EP
716 29
EP
716 29
EP
716 75
EP
716 75
EP
717 40
EP
712 24
EP71205
EP
714 75
EP
716 29
EP
706 EP
713 40
EP 712 57
EP
706 98
EP70698
EP
713 95
725 98
HP72596
TW
??????
BW N 22°53'02" E - 629.74'Ex. Drop InletTop of Grate = 716.08Inv. In 6" CPP (SW) = 711.45Inv. Out 15" CPP (NE) = 711.28
Ex. Curb InletTop of Grate = 712.18Inv. In 15" CPP (SW) = 706.45Inv. Out 18" CPP (NW) = 706.28
Ex. Drop InletTop of Grate = 717.25Inv. In 6" CPP (SW) = 712.40Inv. In 6" CPP (W) = 712.45Inv. Out 6" CPP (NE) = 712.35
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
Community CenterOne Story Block Bldg.
Ex. Chainlink Fence
Ex. AsphaltParking Lot
Ex. 18" CPP
Ex. 15" CPP
Ex. 6" CPP
403
412 404
406
513
511
502
501
504
405
512
411
503
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector
to Storm Structure (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
WATERLINE B
PROP. 8" DIP CL52
10+00
10+43
403
412 404
406
513
511
502
501
504
405
512
411
503
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector
to Storm Structure (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Route 8" Roof Drain Collector to
Storm Structure 0.50% Min. (Typ.)
Outfall 8" Roof Drain
Collector to Channel
Outfall 8" Roof Drain
Collector to Channel
12 00
TB
10 00
INV
10 00
Weir
12 50
TOP
Required Storage Volume = 9,463 ft
Provided Storage Volume = 9,807 ft3
Bio-Retention B Treatment Cell
Surface Elevation = 709.00'
Equivalent Storage Depth = 2.35 ft
Required Surface Area = 3,445 ft2
Provided Surface Area = 3,551 ft2
Required Storage Volume = 8,095 ft3
Provided Storage Volume = 8,345 ft3
6" Perforated
Under Drain (Typ.)
1 - 6" Observation Well
(See Detail Sh. 33)
210' - 6" Solid Wall
Under Drain to Daylight
Armour 6' Wide Weir w/
N.A.G. C350 Perm. Erosion
Matting or Approved EqualBio-Retention B
Gabion Weir, Typ.
See Detail, Sh. 33
18" Ø Nyloplast
Drain Basin
Pre-Treatment Forebay Cell B1
Storage Elevation = 710.00'
Provided Storage Volume = 750 ft3
Pre-Treatment Forebay Cell B2
Storage Elevation = 710.00'
Provided Storage Volume = 922 ft3
Forebay B1
Forebay B2
Bio-Retention B (VRRM)
Turf DA= 0.79 Ac.
Impervious DA = 1.67 Ac.
Total DA = 2.46 Ac.
TvDA = 6,476 ft3
TvDA x 1.25 = TvBMPTvBMP = 8,095 ft3
Total DA = 8.49 Ac.
TvDA = TvBMP = 27,888 ft
18" Ø Nyloplast
Drain Basin (See
Detail, Sh. )36" Bio-RetentionSoil Media18" Sump6" Cleanout RiserBio-Retention Facility B - Schematic Cross Section
Not to Scale12"Inv. = 705.00'
6" PerforatedUnderdrain
6" Perforated Underdrain
(Invert = 705.00)
36" Soil Media Layer
(Bottom = 705.75
3" Choker Stone Layer
(Bottom = 705.50)
18" Stone Reservoir Layer
(Bottom = 704.00)
36" Soil Media Layer
(Top = 708.75)
3" Turf Layer
(Top = 709.00)
37' - 6" Solid Wall Pipes(Underdrain fromBio-Retention Facilities)
Inv. = 705.00'
210' - 6" Solid WallPipe @ 0.32%
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the chokerlayer. Position the Filter Fabric to be centered
about the Underdrain and extending 1ft. to 2 ft.beyond either side of the Underdrain.
Inv. =704.00'
Top of Berm = 712.00
Finished Grade
6' Wide Weir = 710.00(Shown for Reference Elevation)
12" Storage Depth3" ThickConc. Apron
Cap = 710.50
Cleanout Riser
See Bio-RetentionCleanout Detail
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabricwith a flow rate of > 110 gal./min/s.f.(e.g., Geotex 351 or Equivalent)
Note: See Sheet 33 for further guidance
relative to construction of the
Bio-Retention Facility, including Materials,
Construction, Maintenance, etc.U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6021.dwg PLOTTED: 7/5/2022 1:31 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6021 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF32 46
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 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603BIO-RETENTION FACILITY B PLAN & COMPUTATIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT00 30'60'BIO-RETENTION FACILITY B - PLAN VIEW
Scale: 1" = 30'2'2'
Conrete Apron
3" Thick
Concrete Apron
Vented Cap
Cleanout Riser Apron Detail
NTS
Seven 1 2"
Perforations
6" Cleanout Riser
(In Plan View)
6" Rigid
Sch.40 PVC
45°
45°
Drain Basin Weep Hole Detail
NTS
07/05/2022
Bio-Retention Soil Media18" Sump6" Cleanout RiserBio-Retention Observation Well Detail
Not to Scale
PerforatedUnderdrain
12"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
PerforatedUnderdrain
12"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 Media18" SumpPlan 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 "CSNTechnical Bulletin No. 1", shown on Sheet 8.
Choker Stone Layer
Gravel Diaphram
3:1 Slopeto Berm
WQv Level
Filter Media
PerforatedUnderdrain
Grass Filter Strip
SolidOutlet Pipeto Daylight
Berm
Overflow Weir
Bio-Retention Facility Schematic Detail
Gravel Diaphram
Grass Filter Strip
Perforated UnderdrainCollection 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 aboutthe Underdrain and extending 1ft. to 2 ft.beyond either side of the Underdrain.
Gabion Weir Detail
NTS
6' Weir Width
1.5'
Front View
9' Length
3:1
Note: Gabion Stone Size4"-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-WovenGeo-TextileFabric
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6022.dwg PLOTTED: 7/5/2022 1:31 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6022 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF33 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603BIO-RETENTION BASIN DETAILS & NARRATIVESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTBio-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.
07/05/2022
STRM 101 TO 103
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
665
670
675
680
685
690
695
700
705
660
670
680
690
700
WATR XING STA. 9+82.85PVC INV=662.9525' - 12" PVC SCH-40 @ -12.00%
9+50675.010+00672.0675.29688.5680.0911+00693.5673.95695.012+00694.7696.713+00 13+50RIM=681.00102 - RISER STRUCTURE 5' DIAINV OUT 671.00 (101)INV OUT 671.00 ()10+90.40EX. GRADE
FIN. GRADE
(3:1 CUT SLOPE)
OUTLET PROTECTION APRON
DO NOT FILL IN CHANNEL TO
CREATE APRON, EXCAVATE APRON
TO DAYLIGHT AND PLACE RIPRAP
(SEE OUTLET PROTECTION
CALCULATIONS TABLE, SH. 36)
90' - 24" RCP CL III @ 1.11%RIM=673.36103 - VDOT STD. EW-1 (24")INV OUT 672.00 (102)11+14.55PRINCIPAL RISER
(See Sh. 30 For Principal RiserSection, Elevation & Plan)
Perm. Pool WSE = 675.00'101 - VDOT STD. EW-1 (24")INV 670.00 (102)10+00FIN. GRADE
(3:1 SLOPE)
40" CLEAR
18' - 4" DIP @ 0.00%
STRM 201 TO 204
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
665
670
675
680
685
690
695
700
665
670
680
690
700
EX. SSWR XING STA. 10+82.85PVC INV=668.519+00691.6691.59686.4686.3510+00680.6680.61676.1676.0711+00677.7677.68681.1681.0712+00680.8680.8012+50RIM=685.06202 - DI-3B (L=6' RT)INV IN 676.90 (203)INV IN 676.90 (211)INV OUT 676.90 (201)11+05.59201 - ES-1 (36")INV 675.00 (202)10+00204 - ES-1 (36")INV 677.50 (203)11+69.57RIM=685.17203 - DI-3C (L=8')INV IN 677.30 (204)INV OUT 677.30 (202)11+48.59FIN. GRADE
EX. GRADE
106' - 36" RCP CL
I
I
I
@ 1.80%
43' - 36"
RCP CL III
@ 0.93%
21' - 36"
RCP CL III
@ 0.95%
OUTLET PROTECTION APRON
(SEE OUTLET PROTECTION
CALCULATIONS TABLE, SH. 36)
GABION BASKET WEIR
(SEE DETAILS, SH. 36)
STRM 301 TO 304
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
675
680
685
690
695
700
705
710
675
680
690
700
710
WATR XING STA. 10+62.648" DIP INV=689.74EX. GRADE
FIN. GRADE
9+50683.6683.6210+00683.1683.06686.2686.2411+00687.3687.30685.7685.6712+00RIM=697.31303 - DI-4CC (L=8')INV IN 685.00 (304)INV OUT 684.80 (302)10+85.14RIM=697.16302 - DI-4CC (L=8')INV IN 684.20 (303)INV OUT 684.00 (301)10+40.14301 - ES-1 (36")INV 683.00 (302)10+00304 - ES-1 (36")INV OUT 685.50 (303)11+29.3540' - 36" RCP
C
L III
@ 2.49%
45' - 36" RCP CL III
@ 1.33%
44' - 36" RCP CL III
@ 1.13%
OUTLET PROTECTION APRON
(SEE OUTLET PROTECTION
CALCULATIONS TABLE, SH. 36)
19"
CLEAR
STRM 202 TO 211
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
665
670
675
680
685
690
695
700
665
670
680
690
700
APPROX. EX. WATR XING STA. 10+31.2812" DIP INV=674.849+50 10+00679.1679.0811+00RIM=683.07211 - DI-3B (L=6' RT)INV OUT 678.10 (202)10+45.99FIN.
GRADE
EX.
GRADE
18" MIN
CLEARRIM=685.06202 - DI-3B (L=6' RT)INV IN 676.90 (203)INV IN 676.90 (211)INV OUT 676.90 (201)10+0046' -
15" RCP CL III
@ 2.61%TEST PIT REQ. - STA. 10+31.39CONTRACTOR TO
ADJUST VERTICAL TO
ENSURE 18" MIN.
CLEAR TO STORM
PIPE OR AS DIRECTED
BY THE FREDERICK
WATER INSPECTOR.U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6100.dwg PLOTTED: 7/5/2022 1:31 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6100 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF34 46
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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603STORM SEWER PROFILESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
STRM 501 TO 504
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
700
705
710
715
720
725
730
700
710
720
730
EX. GRADE
FIN. GRADE
9+50715.8715.7810+00716.4716.42717.2717.1811+00718.2718.25719.5719.4912+00720.8720.79722.0722.0213+00722.4722.3713+50RIM=717.00502 - 48" MHINV IN 710.20 (511)INV IN 710.20 (503)INV OUT 710.20 (501)10+40.50158' - 12" RCP CL III @ 0.63%RIM=716.46504 - DI-1INV OUT 711.75 (503)12+91.75501 - ES-1 (15")INV 710.00 (502)10+0040' - 15" HDPE
@ 0.50%
51" CLEARRIM=716.46503 - DI-1INV IN 710.75 (504)INV OUT 710.75 (502)11+34.2594' - 12" RCP CL III @ 0.59%
OUTLET PROTECTION APRON
(SEE OUTLET PROTECTION
CALCULATIONS TABLE, SH. #)
STRM 502 TO 513
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
700
705
710
715
720
725
730
700
710
720
730
EX. GRADE
FIN. GRADE
9+50 10+00717.0717.03714.3714.3011+00712.5712.53713.8713.8012+00715.7715.74717.2717.1913+00717.9717.92718.3718.2914+00RIM=717.00502 - 48" MHINV IN 710.20 (511)INV IN 710.20 (503)INV OUT 710.20 (501)10+00RIM=716.05511 - 48" MHINV IN 711.30 (512)INV OUT 711.30 (502)10+81RIM=716.89512 - DI-1INV IN 712.00 (513)INV OUT 712.00 (511)11+74.75RIM=716.89513 - DI-1INV OUT 712.80 (512)13+32.25158' - 12" RCP CL III @ 0.51%
94' - 12" RCP CL III @ 0.75%
81' - 12" RCP CL III @ 1
.
3
6
%
41" CLEAR
STRM 403 TO 412
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
690
695
700
705
710
715
720
690
700
710
720
EX. GRADE
FIN. GRADE
9+50 10+00701.3701.27700.2700.2011+00702.1702.13705.7705.7412+00707.5707.51707.8707.7913+00706.9706.8713+50
158' - 12" RCP CL III @ 1
.
2
7
%RIM=706.96412 - DI-1INV OUT 702.50 (411)12+78.76RIM=706.96411 - DI-1INV IN 700.50 (412)INV OUT 700.50 (403)11+21.26403 - DI-1INV 697.50 (411)INV 697.50 (404)10+00121' - 12" RCP
C
L III
@
2.
4
7
%
44" CLEAR
STRM 401 TO 406
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
680
685
690
695
700
705
710
715
720
725
730
680
690
700
710
720
730
WATR XING STA. 11+02.658" DIP INV=691.49SSWR XING STA. 11+58.664" SDR-35 INV=691.06WATR XING STA. 10+84.056" DIP INV=691.58EX. GRADE
FIN. GRADE
9+50692.7692.7210+00693.3693.29693.8693.8211+00692.9692.93694.8694.7512+00699.0698.96703.6703.6213+00707.7707.68707.3707.3414+00709.4709.38711.9711.9515+00713.4713.44714.2714.2316+00714.6714.65RIM=697.67402 - DI-1INV IN 694.50 (403)INV OUT 694.55 (401)11+88.24RIM=701.41403 - DI-1INV IN 697.50 (411)INV IN 697.50 (404)INV OUT 697.50 (402)12+23.22RIM=716.89406 - DI-1INV OUT 712.20 (405)15+81.97158' - 12" RCP CL III @ 1.08%RIM=711.71404 - DI-1INV IN 708.50 (405)INV OUT 705.50 (403)13+03.2280' - 15" HDPE @ 10.00%23" COVER RIM=716.89405 - DI-1INV IN 710.50 (406)INV OUT 710.50 (404)14+24.47121' - 12" RCP CL II
I
@ 1.65%RIM=697.70401 - 48" MHINV IN 694.20 (402)INV OUT 694.20 (400)11+35.27400 - ES-1 (15")INV 693.50 (401)10+00135' - 15" RCP CL III
@ 0.52%35' - 15" HDPE@ 8.57%53' - 15" RCP CL III
@ 0.66%
95% COMPACTED FILL
OUTLET PROTECTION APRON
(SEE OUTLET PROTECTION
CALCULATIONS TABLE, SH. #)
18" MIN
CLEAR
18" MIN
CLEAR
20"
CLEAR
STRM 519 TO 520
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
680
685
690
695
700
705
710
680
690
700
710
9+50 10+00693.6693.6511+00 11+50519 - ES-1 (18")INV 693.00 ()10+02.3718' - 18"HDPE @ 23.84%EX. F.O. LINETEST PIT REQ. - STA. 10+13.47FIN.
GRADE
EX.
GRADE
18" MIN
CLEAR
TP
CONTRACTOR SHALL
TEST PIT AND VERIFY
EX. UTILITY LOCATION
AND DEPTH
TP
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6101.dwg PLOTTED: 7/5/2022 1:32 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6101 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
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10-27-2021
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APPROVED BY
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DRAWN BY
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DATE
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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 WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603STORM SEWER PROFILESCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6200.dwg PLOTTED: 7/5/2022 1:32 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6200 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
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DLF
SHEET
APPROVED BY
OF36 46
DRAWN BY
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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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603STORM SEWER COMPUTATIONSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6500.dwg PLOTTED: 7/5/2022 1:32 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6500 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF37 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603STORM SEWER DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS6501.dwg PLOTTED: 7/5/2022 1:32 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS6501 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF38 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603STORM SEWER DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
BOLLARD (TYP.)PROP. FENCELOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'
25' X 40'
OFFICE
8'18' TYP.10'
TYP
KIOSK
3' GATE
KIOSK20' GATE
5
KIOSK
3' GATE
KIOSK
20' GATE
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SLAB FFE = 718.00'
SLAB FFE = 717.50'
Bio-Retention A
Bio-Retention B
SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.120lf Variable Height RetainingWall (Structural Design By Others)
Screening
Buffer Esmt.
Screening
Buffer Esmt.S 23°29'40" W 637.26
'
45.79'45.29'PROP. 5' CONC. SIDEW
A
L
K
TW=691.20
BW=690.70
TW=700.00
BW=699.00TW=699.30
BW=695.00
VDOT HR-1 TYPE II
PEDESTIAN RAILING
694 93
725 32
715 04
690
684
686
688
710710712712712714716
710
720
712714716718
722700710720698702704706708
712
714716
716716718700
710
698
702
704
706
708
712
714
716
710
706
708
710
712714
716
712714
710712714
716
718
718
694
694694
696 692692
694
694
694 696
696
702704700
700710
720720696698702704706
708
712714714716716718718722722724724726
726
700
692
694
696
698
702
704
720720 714714
716
716
718718
722
722
72
4
724
71
0
710
702
704706708
712
712
714
714
716
716
70
0
69
8
7
0
2
70
4
706
690
692
694
696
698
700702704
706690
700
692
694
696
698
702
704
706
708690700700
698
702
704
704704704
690
688
692
694
696 690684686688692694696698696696
699.23
700.08 700.74
701.81
702.74
703.40
703.64
703.62700.91
702.69
698.09
699.62
PROP. 20' PRIVATE SAN. SWR ESMT.TP
10+0010+89
35' BRL
20' Wide Sewer Esmt.
DB 838 PG 1476
30' Wide W/L & Sewer Esmt.
DB 838 PG 1476
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
T.M. 64-A-88Winchester Regional Airport Authority Zone: RA Use: AirportDB 423 PG 30 See DB 800 PG 1693
20' Wide W/L Esmt.
DB 795 PG 340
Community CenterOne Story Block Bldg.
Ex. 12" PVC W/L
Ex. 16" DI W/L3 - WV's
1 - WV
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
LANDSCAPE SCR
E
E
N
A
LANDSCAPE SCREEN BWALL USED FOR
S
C
R
E
E
N
I
N
G
(137.5 LF)
LANDSCAPE SC
R
E
E
N
C LANDSCAPE SCREEN D30 LFENTRANCESCREENING BUFFER
E
S
M
T
SCREENING
BUFFER
ESMT
Bio-Retention A
Bio-Retention B
Wet Pond
SW
M
E
S
M
T
.SWM ESMT.40
INV 676 01
INV
680
676
678
682
684
674674
676678690686686688688692694690
70
0
688
692
694
696
698
7
0
2
680
690674
676
678
682
684
686
688
694
694
696
696 690682684686688680
680
672674676
678
678682
682684684
35' BRL34+0025' VEG.
BUFFER
Top Berm = 684.50'Top Berm = 684.50'100 Yr. WSE= 682.21'AImpermeable Liner Limits
10 Yr. WSE = 679.64'U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS7000.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS7000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF39 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LANDSCAPE PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTPROP. SHADE TREE
PROP. EVG. TREE
PROP. SHRUBS
PROP. PLANT LABEL
LANDSCAPE LEGEND
PROP. HERBACEOUS
PLANTINGS
WET POND LANDSCAPE PLAN
SCALE: 1" = 30'
07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS7500.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS7500 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF40 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LANDSCAPE NOTES AND DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTGENERAL CONDITIONS:LANDSCAPE CALCULATIONS:
LANDSCAPED AREA/ OPEN SPACE CALCULATIONS
TOTAL SITE AREA 252,255.04 SF
LANDSCAPED AREA / OPEN SPACE
REQUIRED 37,838.26 SF (15.00%)
LANDSCAPED AREA / OPEN SPACE
PROVIDED 84,421.77 SF (33.47%)
SCOPE 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 BALL
OR CONTAINER SIZE
2" OF MULCH
CREATE A SAUCER SHAPE
WITH MULCH TO HOLD WATER
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALLBASE FIRMLY TO PREVENT
ROOT BALL FROM SHIFTING
PRUNE ONLY DAMAGED
OR 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 BALLBASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT BALL FROMSHIFTING
SECURE GUYS WITH RUBBER
HOSE TO TRUNK
PRUNE ONLY DAMAGED
OR 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 WITH CLEAN, CRISP SEPARATION
BETWEEN MULCHED BED AND ADJACENT SURFACECONDITIONS
CUT EDGE MINIMUM 4"BELOW GRADE TO RECEIVE
MULCH
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 ANANGLE INSIDE OF SAUCER
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
CREATE A SAUCER SHAPE
WITH MULCH TO HOLD WATER
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIREBASKET FROM TOP1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROM
SHIFTING
PRUNE ONLY DAMAGED
OR DEAD BRANCHES
C
PARKING LOT LANDSCAPING
PERIMETER LANDSCAPING
PARKING LOT IMPERVIOUS AREA 70,700 SF
REQUIRED PROVIDED
PERIMETER PARKING LOT SHADE TREES
7
(1 PER 10,000
SF)
7
3' HIGH HEADLIGHT SCREENING YES YES
INTERIOR LANDSCAPING
TOTAL PARKING LOT AREA 3,552 SF
PARKING SPACES 5
REQUIRED PROVIDED
PARKING LOT LANDSCAPED AREA 178 SF
(5.00%)
314 SF
(8.84%)
INTERIOR PARKING LOT SHADE TREES
1
(1 PER 10
SPACES)
1
PARKING LOT PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
ZS ZELKOVA SERRATA ' GREEN VASE'
GREEN VASE JAPANESE
ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 8
SHRUBS
BM BUXUS MICROPHYLLA VAR. KOREANA
'WINTERGREEN'
WINTERGREEN KOREAN
BOXWOOD
3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.15
STORAGE FACILITIES, SELF-SERVICE SCREENING
LANDSCAPE SCREEN A
LENGTH OF LANDSCAPE SCREEN 275 LF
REQUIRED PROVIDED
EVERGREEN TREES 45
(12' OC X 2 ROWS)45
LANDSCAPE SCREEN B
LENGTH OF LANDSCAPE SCREEN 352 LF
REQUIRED PROVIDED
EVERGREEN TREES 59
(12' OC X 2 ROWS)59
LANDSCAPE SCREEN C
TOTAL LENGTH OF LANDSCAPE SCREEN 315 LF
LENGTH OF PROPOSED WALL*-137.5 LF
LENGTH OF LANDSCAPE SCREEN TO BE
PLANTED 177.5 LF
REQUIRED PROVIDED
EVERGREEN TREES 30
(12' OC X 2 ROWS)30
LANDSCAPE SCREEN D
TOTAL LENGTH OF LANDSCAPE SCREEN 302 LF
LENGTH OF ENTRANCE -30 LF
LENGTH OF LANDSCAPE SCREEN TO BE
PLANTED 272 LF
REQUIRED PROVIDED
EVERGREEN TREES 45
(12' OC X 2 ROWS)45
SELF STORAGE SCREENING PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
JV JUNIPERUS VIRGINIANA ' HETZII
COLUMNARIS'GREEN COLUMNAR JUNIPER 4' HT. MIN 12' OC 49
PS PINUS STROBUS EASTERN WHITE PINE 4' HT MIN 12' OC 30
PM PSEUDOTSUGA MENZIESII DOUGLAS FIR 4' HT MIN 12' OC 46
TO THUJA OCCIDENTALIS 'SMARAGD' SMARAGD ARBORVITAE 4' HT MIN 12' OC 45
* WALL IS BEING UTILIZED TO MEET SCREENING REQUIREMENT IN THIS AREA
BIORETENTION A
TOTAL AREA OF BIORETENTION 2,263
SHRUBS PROVIDED (30" HIGH, 10' O.C.)20
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)513
BIO-RETENTION CALCULATIONS:
PLANTING TEMPLATE: PERENNIAL GARDEN WITH SHRUBS
BIORETENTION B
TOTAL AREA OF BIORETENTION 2,335
SHRUBS PROVIDED (30" HIGH, 10' O.C.)24
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)164
BIORETENTION PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
SHRUBS
CS CORNUS SERICEA RED TWIG DOGWOOD 30" HT. MIN.AS SHOWN 19
IV ILEX VERTICILATA WINTERBERRY 30" HT. MIN.AS SHOWN 15
IH ITEA VIRGINICA 'HENRY'S GARNET'
HENRY'S GARNET VIRGINIA
SWEETSPIRE 30" HT. MIN AS SHOWN 10
HERBACEOUS/PERENNIALS
CP CALTHA PALUSTRIS MARSH MARIGOLD 1 GAL. CONT.18" O.C.85
CE CAREX ELATA 'AUREA'BOWLES GOLDEN SEDGE 1 GAL. CONT.24" O.C.110
CT CAREX STRICTA TUSSOCK SEDGE 1 GAL. CONT.18" O.C.101
EP EUPATORIUM PURPUREA JOE PYE WEED 1 GAL. CONT.24" O.C. 177
IR IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL. CONT.24" O.C.59
LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL. CONT.24" O.C.145
OR PERENNIAL PLANTING DETAILGROUNDCOVER, ORNAMENTAL GRASS
PLAN VIEW
"D"
"D"
"D"
SCHEDULE
VARIES
SEE PLAN
PLANTING SECTION
SEED MIX A
SEED MIX B 07/05/2022
WATERLINE APROP. 8" DIP CL52WATERLINE A
PROP. 8" DIP CL52 PROP. 20'F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.PROP. 20'F.W. ESMT.PROP. 20'
F.W. ESMT.
WATERLINE B
PROP. 8" DIP CL52
10+00
10+43
WATERLINE C
DOM. WL
(PRIVATE)10+0010+89
PROP. 20'
F.W. ESMT.
34 " WATER
METER12'12'12'12'12'
STORAGE FACILITY P
A
D
9,450 FT 2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
STORAGE FACILITY P
A
D
15,750 FT 2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
PROP. FENCELOWER FFE = 698.00
'
UPPER FFE = 708.00'
LOWER FFE = 708.00
'
UPPER FFE = 718.00'
SLAB FFE = 718.00'12'12'12'25' X 40'
OFFICE
8'18' TYP.10'
TYP
KIOSK
3' GATE
KIOSK20' GATE5
KIOSK
3' GATE
KIOSK
20' GATE
12'12'12'
12'12'30'R25'
R
HC SIGN
CG-6 TYP.FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
FUTURE STORAGE FACILITY P
A
D
15,750 FT 2
SLAB FFE = 718.00'
SLAB FFE = 717.50'
Bio-Retention A
Bio-Retention B
Adjust Ex. Boundary Line.(Separate Plat, By Others)
Adjusted Boundary Line Location(Separate Plat, By Others)
SWM ESMT.
SWM ESMT.
SWM ESMT.SWM ESMT.SWM ESMT.120lf Variable Height RetainingWall (Structural Design By Others)
Screening
Buffer Esmt.
Screening
Buffer Esmt.
STOP SIGN
STOP SIGN
STOP
SIGN
STOP SIGNS 23°29'40" W 637.26
'
45.79'45.29'Milling Limits
Placement of CG-12 fin
a
l
l
o
c
a
t
i
o
n
t
o
be determined by VDO
T
i
n
s
p
e
c
t
o
r
Placement of CG-12 fin
a
l
l
o
c
a
t
i
o
n
t
o
be determined by VDO
T
i
n
s
p
e
c
t
o
r
CG-6 TYP.
2' CURB CUT
PROP. 5' CONC. SIDEW
A
L
K
TW=691.20
BW=690.70
TW=700.00
BW=699.00TW=699.30
BW=695.00
RETAINING WALL
ADA ROUTE
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
ACCESSIBLE ROUTE
(TYP)
VDOT HR-1 TYPE II
PEDESTIAN RAILING
N 23°29'36" E - 577.06'S 66°30'20" E - 357.76
'N 22°53'02" E - 629.74'N 58°17'11" W - 368.25'
S 66°30'20" E - 194.99
'
35' BRL
TAX PARCEL 64-10-3LOT 3 = 9.9972 ACRES
WALTER H. AIKENS LIMITED PARTNERSHIP, L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 100008805
TAX PARCEL 64-10-4LOT 4 = 5.0000 ACRES
FOUR OAKS PROPERTIES L.P., L.L.P.
ZONE: B2 USE: UNIMPROVED
INST. NO. 090009504
16+00
17+00
18+00
19+00
20' Wide Sewer Esmt.
DB 838 PG 1476
30' Wide W/L & Sewer Esmt.
DB 838 PG 1476
Ex. Block Shed
Ex. Block Retaining Wall
Ex. Metal Fence
Ex. Transformer
Ex. Chainlink Fence
Millwood Station Volunteer Fire &
T.M. 64-A-88Winchester Regional Airport Authority Zone: RA Use: AirportDB 423 PG 30 See DB 800 PG 1693
20' Wide W/L Esmt.
DB 795 PG 340
Community CenterOne Story Block Bldg.
Ex. 12" PVC W/L
Ex. 16" DI W/L
Ex. AsphaltParking Lot
3 - WV's
1 - WV
Costello Dr. (Rte 1
3
6
7
)
80' R/W
35 MPH POSTED
S
P
D
L
M
T
DB 955 PG 152
Road Class: Local
ADT: 2,600
FH
FH
FH
C
D
D
D
D
D
D
D
A
A
D
D
D
D
D
C
C
D
D
D
D
D
D
D
C
C
C
A
C
D
D
A
NO PARKING / FIRE LANE MARKINGS
FH LOCATION
LEGEND
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS8000.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS8000 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
10-27-2021
DLF
SHEET
APPROVED BY
OF41 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LIFE SAFETY PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
48' TAPER
48' TAPER
90°134.5' THROAT LENGTHINTX. SPACING ˜ 447'75' THROAT LENGTHINTX. SPA
C
I
N
G
˜
3
6
5
'
30'50'30'32'30'50'30'7'24' EP
40' FC
30'30'40' FC
26'
40' FC
8
9
.
3
°30'30'50'50'30'
30'
30'150'315'
315'
315'
315'
315'
84.79'75' LANE TAPER48' TAPER
48' TAPER
Variable Width Access
E
s
m
t
.
Variable Width Access
E
s
m
t
.
2FT
9,450
STORAGE FACILITY P
A
D
2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
15,750 FT
STORAGE FACILITY P
A
D
2
2-LEVEL TOTAL STOR
A
G
E
3
1
,
5
0
0
F
T
2
15,750 FT
STORAGE FACILITY P
A
D
OFFICE25' X 40'
2
15,750 FT
STORAGE FACILITY P
A
D
FUTURE
2
15,750 FT
STORAGE FACILITY P
A
D
FUTURE
45.79'45.29'PROP. FENCE3' GATE20' GATE
3' GATE20' GATE
5
8'18' TYP. TYP10'
LOWER FFE = 698.00'
UPPER FFE = 708.00'
LOWER FFE = 708.00'
UPPER FFE = 718.00'
SLAB FFE = 718.00'
SLAB FFE = 718.00'
SLAB FFE = 717.50'CG-6 TYP.12'12'12'12'12'12'12'12'12'12'12'12'12'12'
12'12'12'12'12'12'12'12'12'12'12'12'12'
BOLLARD (TYP.)56'187.39'KIOSK KIOSK
KIOSK KIOSK
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire
Lumens
Luminaire
Watts
Total
Watts
8 S Single LSI 1/MRS-LED-12L-SIL-3-40-70CRI-IL, 4SQ-B3-S11G-15-S-X-4BC, 15' AFG 0.900 8638 86 688
31 W Single LSI XWM-3-LED-06L-40, 10' AFG 0.900 6133 44.7 1385.7
7 W2 Single LSI XWM-3-LED-08L-40, 15' AFG 0.900 8137 62 434
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
PARKING & DRIVE AISLES Illuminance Fc 2.14 7.4 0.0 N.A.N.A.
PROPERTY LINE Illuminance Fc 0.01 1.2 0.0 N.A.N.A.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W2
W2
W2
W2
W
W2
W2
W2
W
W
W
W
W
W SSSSSSSS0.10.10.20.50.30.10.10.20.83.12.10.60.50.10.20.31.14.66.95.32.11.32.00.40.20.61.11.02.44.15.01.94.31.30.10.20.63.64.42.00.50.96.75.40.20.20.40.72.56.76.44.41.65.56.90.90.10.41.61.60.92.13.12.81.80.20.20.42.26.55.02.10.51.00.80.30.10.30.60.93.05.85.13.90.10.20.70.40.30.40.20.10.31.52.91.20.51.60.10.31.14.02.40.50.61.50.40.20.41.96.37.23.51.40.50.41.34.96.86.02.11.63.21.70.10.20.70.91.43.05.45.15.55.33.11.60.81.93.35.36.25.60.21.51.10.10.30.94.33.31.20.51.41.13.06.97.03.10.80.30.64.17.30.70.14.23.14.22.50.60.10.21.03.77.36.72.80.20.51.33.02.30.50.23.52.21.56.17.26.93.74.26.43.20.10.41.32.64.00.20.52.62.51.00.40.11.41.62.04.25.84.21.51.06.16.90.20.91.50.50.30.73.26.96.42.50.70.10.20.50.81.81.91.40.50.41.87.25.70.11.43.32.45.03.11.80.92.13.85.80.10.20.81.70.61.62.80.70.40.20.52.75.03.40.56.65.12.46.47.14.41.20.40.80.20.30.95.06.52.70.82.25.51.80.20.20.51.82.71.90.13.26.70.10.41.22.94.00.90.30.13.52.51.40.72.14.86.75.46.26.40.40.20.30.81.01.31.70.63.92.10.10.31.63.32.10.80.20.12.06.16.75.11.80.61.22.14.75.61.80.20.20.20.41.74.20.21.40.90.41.86.16.94.21.80.20.92.75.83.10.60.20.10.12.31.90.40.10.10.31.25.76.20.40.41.12.54.45.00.00.10.31.01.01.20.50.10.10.10.40.70.70.70.50.20.10.10.44.07.20.20.40.71.00.10.20.42.25.02.50.80.20.20.52.53.61.60.31.41.70.20.10.10.11.46.84.70.20.92.01.81.70.60.41.65.26.76.12.11.00.40.62.36.76.64.01.62.65.10.50.10.00.10.63.63.90.54.45.03.86.23.31.50.71.62.84.55.24.22.51.11.12.54.05.53.96.72.40.10.10.10.41.21.91.10.12.26.55.60.21.53.77.35.01.20.30.21.84.26.86.42.10.50.36.35.40.40.10.10.20.40.81.20.46.03.40.10.20.92.12.10.70.20.10.30.71.83.41.80.40.12.12.61.00.10.10.10.20.41.53.90.21.72.20.10.30.94.74.21.90.40.10.10.31.12.71.40.70.30.11.20.70.30.10.10.10.31.05.36.20.51.01.12.97.16.43.80.20.31.55.97.33.61.51.71.41.10.60.40.20.10.10.10.33.47.44.20.31.12.12.13.02.71.70.71.43.15.64.53.22.93.42.31.61.11.10.20.10.10.10.11.16.65.20.10.93.82.81.75.36.55.92.10.50.51.51.22.13.84.04.02.20.91.83.00.50.10.00.00.10.53.24.20.35.86.20.20.82.55.43.80.60.20.11.10.70.81.42.33.62.70.91.95.62.60.10.10.00.10.31.11.91.10.12.36.92.60.10.41.82.31.60.70.23.22.41.71.31.01.31.44.56.70.40.10.10.10.20.40.70.40.63.92.30.52.66.65.82.40.62.13.63.84.02.61.40.83.85.01.80.20.10.10.20.50.70.60.30.31.61.62.84.85.64.80.50.71.42.54.23.92.51.02.11.70.40.30.30.92.62.71.50.40.71.62.51.61.41.00.91.52.12.02.31.90.90.91.73.86.66.74.32.20.70.20.32.63.52.63.43.22.21.51.01.04.86.45.92.91.42.14.76.86.25.43.02.31.50.40.11.07.34.50.71.32.43.94.03.82.00.80.40.62.35.65.61.81.51.62.03.21.53.64.00.90.35.95.81.10.90.91.52.63.62.40.71.51.30.90.81.81.51.84.34.62.51.20.84.27.01.90.20.11.73.11.53.02.71.81.41.11.41.52.73.53.02.01.51.32.14.77.37.24.32.33.37.04.60.40.31.41.62.13.83.74.22.71.60.90.71.32.53.94.03.92.01.16.13.21.26.16.21.40.30.30.91.52.54.13.72.41.00.80.50.81.52.73.82.70.83.14.42.00.70.71.51.91.42.41.81.40.90.91.41.60.81.52.01.81.71.60.61.72.02.92.73.93.22.01.10.70.61.23.33.81.74.13.30.41.01.73.44.23.92.30.90.20.63.66.64.50.46.35.71.21.00.71.11.82.82.30.60.21.57.25.50.11.56.82.62.93.12.21.51.11.11.10.70.10.44.96.52.90.33.02.00.81.53.33.74.23.31.70.90.00.22.04.62.90.50.00.10.81.01.21.83.64.02.91.10.20.71.81.40.20.41.01.71.90.90.00.10.10.30.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.31.11.20.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS8100.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS8100 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF42 46
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 WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LIGHTING PLANCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTLIGHTING NOTES
1. ALL LIGHTING WILL CONFORM TO THE ZONING ORDINANCE SECTION 165-201.07 REQUIREMENTS.
2. THE HEIGHT OF ALL POLE-MOUNTED FIXTURES (INCLUDING BASE) SHALL NOT EXCEED 25 FEET AS
ALLOWED UNDER THE ZONING ORDINANCE.
07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS8500.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS8500 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF43 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LIGHTING DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS8501.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS8501 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF44 46
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 540.665.0493APPROVED CONSTRUCTION PLANS
3/30/2022
DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LIGHTING DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS8502.dwg PLOTTED: 7/5/2022 1:33 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS8502 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF45 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LIGHTING DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICT07/05/2022
U:\Accounts\HWCNX\HWCNX20005 - Costello Dr Self Storage-TMP 64-((10)-3\DESIGN\_SHEETS\SDP\CS8503.dwg PLOTTED: 7/5/2022 1:34 PM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: SITE DEVELOPMENT PLANCS8503 BYNO.DATEREVISIONSHWCNX20005
AS SHOWN
TEAM
12-13-2021
DLF
SHEET
APPROVED BY
OF46 46
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 540.665.0493APPROVED CONSTRUCTION PLANS DAVID L. FRANK
Lic. No.1061
H&W CONSTRUCTION, INC.1025 MARTINSBURG PIKE | WINCHESTER, VA 22603LIGHTING DETAILSCOSTELLO DRIVE SELF STORAGESELF STORAGE FACILITY0 COSTELLO DRIVE | WINCHESTER, VA 22604SHAWNEE MAGISTERIAL DISTRICTLIGHT POLE BASE
NO SCALE
07/05/2022