HomeMy WebLinkAbout57-22 Site PlanSITE
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS0000.dwg PLOTTED: 12/9/2022 10:06 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----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
PREPARED FOR:LAMACCHIA GROUP
157 NORTH MILWAUKEE STREET
MILWAUKEE, WISCONSIN 53202
414-223-4400
FNB BANK
TAX MAP: 75-A-104JSITE PLAN
SITE PLAN #57-22
SHAWNEE MAGISTERIAL DISTRICT - VIRGINIA
ORIG SUBMISSION DATE: SEPTEMBER 29, 2022
REVISED SUBMISSION DATE: DECEMBER 09, 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
SITE DEVELOPER
I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SUBDIVISION IS WITH FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS OR
TRUSTEES, IF ANY.
LAMACCHIA GROUP
157 NORTH MILWAUKEE STREET
MILWAUKEE, WISCONSIN 53202
414-223-4400
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
REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF1 29CS0000COVER SHEETJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
Sheet List Table
Sheet Number Sheet Title
1 Cover Sheet
2 Notes & Legend
3 Proffers
4 Proffers
5 Transportation Notes and Calculations
6 Existing Conditions
7 Erosion & Sediment Control Narrative
8 Erosion & Sediment Control Plan - Phase I
9 Erosion & Sediment Control Plan - Phase II
10 Erosion & Sediment Control Details
11 Erosion & Sediment Control Details
12 Site Plan
13 Grading Plan
14 Site Details
15 Utility Plan
16 Sanitary Sewer and Waterline Profiles
17 Sanitary Sewer and Water Details
18 Sanitary Sewer and Water Details
19 Pre-Development Drainage Map
20 Post-Development Drainage Map
21 Storm Sewer Profiles
22 Storm Sewer Details
23 SWMF A Plan & Computations
24 Stormwater Management Computations
25 Stormwater Management Computations
26 Landscape Plan, Notes & Details
27 Life Safety Plan
28 Photometric Plan
29 Utility Conduit Plan
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS0001.dwg PLOTTED: 12/9/2022 10:06 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----VIRGINIA 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 ................
REVISIONS:OFFICE: 262-786-6776-
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DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
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PROPERTY SUMMARY
ADDRESS 0 WARRIOR DRIVE.
STEPHENS CITY, VA.
TAX MAP 75-A-104J
PARCEL OWNER TASKER WARRIOR PROPERTIES, LLC
PARCEL AREA 1.3417 AC
EXISTING ZONING B2
CURRENT USE UNIMPROVED
PROPOSED USE BANK WITH DRIVE-THRU
DISTURBED AREA 1.75 AC
DEVELOPED AREA 1.34 AC
IMPERVIOUS AREA 0.54 AC (ON-SITE)
0.22 AC (ACCESS ESMT)
0.76 AC (TOTAL)
FLOODPLAIN FEMA FLOOD MAP #51069C035OE EFF. 1/29/2021
ZONE X AREA OF MINIMAL FLOOD HAZARD
WOODLANDS 0.24 AC EXISTING
0.24 AC (100%) TO BE DISTURBED
0.00 AC TO REMAIN
O.S. / LANDSCAPED AREA REQUIRED PROVIDED
0.20 AC (15%)0.61 AC (45.3%)
BUILDING HEIGHT REQUIRED PROVIDED
<35'20'
FLOOR AREA RATIO ALLOWED PROVIDED
1.0 0.04
GND FL 2,392 SF
TTL FL 2,392 SF/58,443 SF (SITE AREA)
SETBACKS REQUIRED PROVIDED
FRONT 35'132.79'
FRONT (ARTERIAL RD) 50'81. 50'
SIDE 0'123.07'
REAR 0'40.5'
PARKING CALCULATIONS REQUIRED PROVIDED
(1 SPACE /400 SF FLOOR AREA ) 2,392 SF / 400 = 6 SPACES
PARKING SPACES 6 14
H.C. SPACES 1(1 VAN ACC.) 1 (1 VAN ACC.)
TOTAL PARKING 6 14
LOADING SPACES REQUIRED PROVIDED
1 1
WATER & SAN. SEWER USAGE
50 GPD
SF SQUARE FEET
SEC SECTION
RTE ROUTE
ROW RIGHT-OF-WAY
FT FEET
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
VIRGINIA DEPARTMENT OF TRANSPORTATION
WELDED WIRE MESH
POINT OF VERTICAL INTERSECTION
W/
FIRE HYDRANTF.H.
WV WATER VALVE
BEST MANAGEMENT PRACTICE
BEGIN VERTICAL CURVE STATION
BEGIN VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
END VERTICAL CURVE ELEVATION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EROSION CONTROL
ELEVATION
END SECTION
FINISHED FLOOR ELEVATION
ELEV
F.F.E.
EVCS
EX
EVCE
ES
EXISTING
DIP
EA
EC
DIA
DI
EACH
BENCHMARK
CLEANOUT
CONCRETECONC
CL
CO
BVCS
BVCE
CLASS
BLDG
B.M.
BMP
BUILDING
STR
VERT
WWM
TYP
VDOT
RCP
SHT
STM
PVC
PVI
STRUCTURE
TYPICAL
VERTICAL
WITH
SHEET
STEAM
HORIZ
MECH
MIN
MSE
INV
MAX
G.V.
HORIZONTAL
INVERT
MAXIMUM
MECHANICAL
MINIMUM
MECHANICALLY STABILIZED EARTH
GATE VALVE
AREA DRAINAD
TRENCH DRAINTD
LIMITS OF DISTURBANCELOD
APPX. APPROXIMATELY
OVERHEAD ELECTRICOHE
UNDERGROUND ELECTRICUGE
UGT UNDERGROUND TELEPHONE
TELCO TELECOMMUNICATIONS
WWF WELDED WIRE FABRIC
CAST IRONCI
STAINLESS STEELSS
TREE PROTECTIONTP
NORTH BOUND LANENBL
SOUTH BOUND LANESBL
BW BOTTOM OF WALL
TOP OF WALLTW
ON CENTER EACH WAY
ON CENTEROC
OCEW
PROP PROPOSED
DIAMETERØ
MANHOLEMH
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
CWR
CWS CHILLED WATER SUPPLY
CHILLED WATER RETURN
MECHANICAL, ELECTRICAL, PLUMBINGMEP
ABBREVIATIONS
MLP METAL LIGHT POLE
MSP METAL SIGN POLE
F.H. ASSY FIRE HYDRANT ASSEMBLY
HANDICAP PARKINGHCP
BUILDING RESTRICTION LINEBRL
APPROVED PERMIT DRAWINGS
CIVIL SH. OF2 29CS0001NOTES & LEGENDJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES:
PROVIDED WITH APPROVAL SHEET DATED 10/11/2022
FNB BANK
Building shall comply with the 2018 Virginia Uniform Statewide Building Code. Other codes that apply are ICC/ ANSI A117.1-2009
Accessible and Usable Buildings and Facilities, International Fire Code 2018, Virginia Energy Code 2018, Virginia Mechanical Code
2018, and the NEC.
All required exits shall meet ANSI Al17.l-09. Exits shall terminate at a public way. A detailed fire exiting plan shall be provided with
the building plans to identify the location and travel distance to the accessible exits. New exits may need to meet ANSI A117.1-09.
An accessible route shall be provided to the facility and to the main entrance. Handicap parking shall comply with ANSI A117.1-09.
Van accessible parking shall have a minimum of 11' width with 5' unloading area or a minimum of 8' unloading area with an 8' width.
Maximum 2% slope required for parking and unloading.
Maximum threshold at door shall not exceed 1 2”. Walkways shall not exceed 5% slope. Slopes exceeding 5% shall be designed as ramps.
Accessible parking and unloading area shall haste a striped area leading to entrance when traveling over vehicular.
Engineer Design require on all foundations and or slabs with greater than 8" fill or 24” clean sand/gravel. Fill shall be designed and
compacted as designed by a Registered Design Professional.
Please note the requirements in Chapter 17 of VCC for special inspection requirements on the type of structure (Soils, concrete etc.)
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS0002.dwg PLOTTED: 12/9/2022 10:06 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
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CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
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APPROVED PERMIT DRAWINGS
CIVIL SH. OF3 29CS0002PROFFERS
JULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS0003.dwg PLOTTED: 12/9/2022 10:07 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
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CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
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APPROVED PERMIT DRAWINGS
CIVIL SH. OF4 29CS0003PROFFERS
JULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS0004.dwg PLOTTED: 12/9/2022 10:07 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
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CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
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APPROVED PERMIT DRAWINGS
CIVIL SH. OF5 29CS0004TRANSPORTATION NOTESAND CALCULATIONSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
CS1000
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS1000.dwg PLOTTED: 12/9/2022 10:07 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----
APPROVED PERMIT DRAWINGS
CIVIL SH. OF6 29
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS2000.dwg PLOTTED: 12/9/2022 10:07 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
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DESIGNED
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CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
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RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF7 29CS2000EROSION & SEDIMENTCONTROL NARRATIVEJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
Erosion and Sediment Control Narrative
Project Description
The "FNB Bank" project site is generally located in Frederick County, Virginia within the Shawnee
Magisterial District. This site is specifically located along the West side of Warrior Drive
approximately 1,000' south of the Tasker Road Intersection.
A Self-Storage Facility is currently under construction, adjacent to and west of the project site.
This project proposes construction of a Bank, with all associated appurtenances. A small Catch
Basin is proposed for management of Stormwater Quantity.
Existing Site Conditions
The site is currently Unimproved.
Slopes range from less than 0.50% to approximately 25%.
See the "Existing Conditions Plan" (CS1000) & the Pre-Development Drainage Map (CS6000).
Adjacent Property
The project is bound, on the west, by a Self-Storage, which is currently under construction, A
Shared Access Road is being constructed under coverage of the Self-Storage Facility Plans.
Unimproved Commercial Land binds the site to the south and north of the Shared Access.
Warrior Drive binds the site on the east.
Off-Site Areas
There is a linear utility strip proposed as part of this project, in order to bring necessary utility
services to the site. Also small Off-Site areas will be needed to construct an entrance return and
tie-out grading. Waterline "B" is proposed off-site.
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 .
All Soils within the delineated Drainage Areas are classified as "HSG D". 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 FNB Bank "SWM Narrative".
Geology
The Martinsburg Formation underlies the project site. See this sheet for more specific Geologic
Data.
Critical areas
A portion of the existing wetlands is to remain on-site. Care shall be taken during construction not
to disturb this area.
The "Ponded Water" existing on site must be drained before clearing and grubbing the site. See
the Phase I E&S Plans.
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
Structural control 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 up-slope land
disturbance takes place.
Every effort shall be made to prevent silt from running off the site during construction.
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) 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.
Culvert Inlet Protection (3.08) shall be installed as shown on the plans to prevent sediment from
entering the existing storm system. The Stone Option is required at the Dual 48" Culverts.
Diversion Dike (3.09) as shown on plans to divert clean runoff away from work areas and contain
onsite runoff to erosion and sediment control practices.
Install temporary sediment traps (3.13) as a Phase 1 control measures prior to clearing the site;
they shall detain runoff long enough to allow the majority of sediment to "settle out" prior to
leaving the site.
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.
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.
Storm Drain Inlet Protection (3.07) shall be installed as shown on the plans to prevent sediment
from entering the existing storm system.
Outlet Protection (3.18) shall be placed on the outlets of all storm sewer pipes and culverts to
reduce erosion, undercutting and velocities.
Riprap (3.19) shall be placed at the flume outlets to protect the soil from erosive forces and
reduce velocities.of concentrated flows. Filter Cloth shall be installed as part of the the Bank
Stabilization per Plate 3.19-1.
Rock Check Dams (3.20) shall be used to stabilize drainage swales.
Permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to
stabilize disturbed areas.
Soil Stabilization Blankets and Matting (3.36) shall be installed on disturbed slopes steeper than
3:1).
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.
SWM Facility 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.
FNB BANK Site Specific Geologic Data
Martinsburg and Oranda Formations: (Shown as Green Areas on Map Below)
Description: Martinsburg Formation (Geiger and Keith, 1891). Three lithologic packages are recognized in the Martinsburg (in ascending
order): black shale and limestone; sandstone and shale; and sandstone (Rader and Biggs, 1976). The lower unit consists of 200 to 250 feet of
black calcareous shale, black aphanic, argillaceous limestone; and thin, light-brown K-bentonites. The bulk of the formation, more than 2800 feet,
is composed of olive-green to gray, fine- to medium-grained, lithic sandstone and greenish-gray shale and siltstone. These lithologies occur in
base-truncated Bouma cycles. Graded bedding, flute casts, and load casts are common. The upper unit, about 170 feet thick, is brownish-gray,
medium- to coarse-grained, quartz sandstone. The lower two-thirds of this sandstone contains near-shore, marine fossils. Oranda Formation
(Cooper and Cooper, 1946). Limestone and siltstone. Limestone, medium- to dark-gray, fine-grained, very argillaceous. Siltstone, black to
dark-gray; both lithologies silicified where in contact with a K-bentonite. Five K-bentonites identified in the type section (Rader and Read, 1989).
Lithologic constituents
·Major Sedimentary » Clastic » Mudstone» Shale
·Minor Sedimentary » Clastic » Sandstone
·Minor Sedimentary » Clastic » Siltstone
·Incidental Sedimentary » Carbonate » Limestone
Soils Descriptions
1B—Berks channery silt loam, 3 to 8 percent slopes
Depth to restrictive feature: 20 to 40 inches to lithic bedrock
Drainage class: Well drained Runoff class: Medium
Calcium carbonate, maximum content: 1 percent
Depth to water table: More than 80 inches
Available water capacity: Very low (about 2.9 inches)
9B—Clearbrook channery silt loam, 2 to 7 percent slopes
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Drainage class: Somewhat poorly drained Runoff class: Very High
Depth to water table: About 3 to 12 inches
Available water capacity: Very low (about 2.7 inches)
Soils Descriptions
41C—Weikert-Berks channery silt loams, 8 to 15 percent slopes
Depth to restrictive feature: 10 to 20 inches to lithic bedrock
Drainage class: Well drained Runoff class: High
Depth to water table: More than 80 inches
Available water capacity: Very low (about 1.1 inches)
41D—Weikert-Berks channery silt loams, 15 to 25 percent slopes
Depth to restrictive feature: 10 to 20 inches to lithic bedrock
Drainage class: Well drained Runoff class: Medium
Depth to water table: More than 80 inches
Available water capacity: Very low (about 1.2 inches)
OUTDOOR RV, BOAT AND
TRAILER STORAGE
(1.87 AC)
210.00'RIDGEFuture C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
Surface Topography NoteThese Gray Scaled, Solid Line type,Contours and the adjacent spotelevations are shown per the "SecureStore Self-Storage" Site Plan, which iscurrently under construction.(SP #13-21).
S
S
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 12
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
WF 5
PIN 75-A-104ISECURE STORE V, LLC
INST. 210020896
ZONED: B2
USE: VACANT
PIN 75-A-104ETASKER WARRIOR
PROPERTIES, LLCINST. 160004426
ZONED: B2USE: VACANT
PIN 75-A-104KTASKER WARRIORPROPERTIES, LLC
INST. 160004426ZONED: B2
USE: VACANT
Ex. Dual 142' - 48"RCP @1.01%
Ex. Concrete Inlet(Mitered to Slope) Inv. In = 721.76 Ex Sign
Ex Drainage Esmt.
INST. 020006555
Ex. San. MHRim = 724.32Inv. Out = 716.82(Terminal MH)
Ex. 225.51' - 8"
PVC @ 0.50%
Ex. San. MHRim = 725.70Inv. In = 715.70Inv. Out = 715.50
Ex. Grate InletTop = 724.29 Inv. Out = 720.99
Ex. Grate InletTop = 724.40 Inv. Out = 720.10
60.42' - 15"CMP @ 1.34%
725
725
726
726
727
727
725
723
724
726
727
727 728728
726
726726726727727
727728728729729
725
724
726
726
727
727727728
729
725 725724 724726726
7
2
7
72
7
72
8
7
2
5
7
2
6
72772
8
7
2
5
72
5
72
3
7
2
3
72
4
72472
6
72672
7
7
2
7
728
72
8
725724
726727 72572
5725725
725725
7267267277277
2
77257247267
2
5
7
2
5
7
2
6
725
723
724
726
725725
72
4
7
2
5
7
2
4
72
6727728725 7247267277
2
8 728728729729727 728 728
725
725
722
7
2
2 723723
72
4
724
726
726
727
727 725724
726
727Ex. Wetland
On-Site Area =0.04 Ac. (1,750 sf)
PONDED WATER(See Notes, Sh. 8)
Ex. Inlet Inv. Out = 723.50
Ex.Curb
(Under Const.)
Ex. EG
(Road UnderConstruction)
HEAVY
VEGETATION
HEAVYVEGETATION
HEAVYVEGETATION
SF
SF CE
SF
SF
TS
SF
LOD
LOD
LOD
LOD
LOD
LOD PS
PS
TS
TS
LOD CIP
ST1
To SILT TRAP
DA = 1.08 Ac.
Install Diversion Dike to Convey
Sediment-Laden Runoff to the
Sediment Trap. Ensure Positive
Drainage Along All Dikes.
See Note,
This Sheet 725725
721 722 723 724724 726726 727727
725
723
724
DD
PONDED WATER NOTES
1. Ponded water shall be properly drained per VESCH standards.
2. All unsuitable material shall be removed.
3.Engineered soil fills shall be placed in accordance with the
approved standards.
4. Certified engineering reports will need to be submitted to the
Building Inspections Department during the building process to
ensure foundations are stable.
CULVERT INLET PROTECTION - CIP NOTE
1. See VESCH Std. Detail 3.08-1, Sh. 10. The Stone Option is
Required for at the Ex. Dual 48" Culvert. Silt Fence Option is
inadequate.
NUTRIENT CREDIT PURCHASE NOTE
1. At the time of land disturbance and stormwater permit
coverage, a receipt of purchase of nutrient credits
shall be provided to the Frederick County Public
Works Department.U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS2100.dwg PLOTTED: 12/9/2022 10:07 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 20'40'
GRAPHIC SCALE 1"=20'NORTHREVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF8 29CS2100EROSION & SEDIMENTCONTROL PLAN - PHASE IJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EEREROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.31 TEMPORARY SEEDING TS TS
3.05 SILT FENCE SF
LIMITS OF DISTURBANCE LOD
3.08 CULVERT INLET
PROTECTION CIP
3.32 PERMANENT SEEDING PS PS
3.39 DUST CONTROL DC DC
3.13 TEMPORARY SEDIMENT
TRAP ST ST-1
3.09 TEMPORARY
DIVERSION DIKE DD DD
210.00'RIDGEFuture C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
Surface Topography NoteThese Gray Scaled, Solid Line type,Contours and the adjacent spotelevations are shown per the "SecureStore Self-Storage" Site Plan, which iscurrently under construction.(SP #13-21).
S
S
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
PIN 75-A-104ISECURE STORE V, LLC
INST. 210020896
ZONED: B2
USE: VACANT
PIN 75-A-104ETASKER WARRIOR
PROPERTIES, LLCINST. 160004426
ZONED: B2USE: VACANT
PIN 75-A-104KTASKER WARRIORPROPERTIES, LLC
INST. 160004426ZONED: B2
USE: VACANT
Ex. Dual 142' - 48"RCP @1.01%
Ex. Concrete Inlet(Mitered to Slope) Inv. In = 721.76 Ex Sign
Ex Drainage Esmt.
INST. 020006555
Ex. Grate InletTop = 724.29 Inv. Out = 720.99
Ex. Grate InletTop = 724.40 Inv. Out = 720.10
2 - Ex. WV's (Field Located)
60.42' - 15"CMP @ 1.34%
725
725
726
726
727
727
725
723
724
726
727
727 728728
726
726726726727727
727728728729729
725
724
726
726
727
727727728
729
725 725724 724726726
7
2
7
72
7
72
8
7
2
5
7
2
6
72772
8
7
2
5
72
5
72
3
7
2
3
72
4
72472
6
72672
7
7
2
7
728
72
8
725724
726727 72572
5725725
725725
7267267277277
2
77257247267
2
5
7
2
5
7
2
6
725
723
724
726
725725
72
4
7
2
5
7
2
4
72
6727728725 7247267277
2
8 728728729729727 728 728
725
725
722
7
2
2 723723
72
4
724
726
726
727
727 725724
726
727Ex. Wetland
On-Site Area =0.04 Ac. (1,750 sf)
PONDED WATER(See Notes, Sh. 8)
Ex. Inlet Inv. Out = 723.50
Ex.Curb
(Under Const.)
Ex. EG
(Road UnderConstruction)
HEAVY
VEGETATION
HEAVYVEGETATION
HEAVYVEGETATION
CG-12A5' SWLKPr. Pedestrian
Crosswalk
Pr. Stop Bar
Pr. Lane
Stripe (Typ.)
CG-12A5' SWLK5' SWLK25'R25'R
50'R
5'R3'
R
20'RPr. 7' Wide
Grass Strip 7'33
32
31
1211 72672772
7 7277287297297267
2
7
728 726727727
727
727727
728
727728727728
728
728
727728
729
727727728728725
723
724
726
727
725
723
724
726
727728727728728728
725
723723 724724
726
727
727727
728
728
725 725726 726727727727727727
728
728
725
725725725723723724
724724724726
726726726727
728728728728 72
6
727727725
724
726
727
7
2
6
727727727728728TB = 726.75'
26 08
LP
26 89
EP
27 45
HP
29 49
HP
28 21
EP 26 92
EP
26 14
EP
26 37
HP
26 18
EP2671
FC
27 62
FC
27 91
FC
28 50
EP
29 21
EP
27 80
EP
28 01
EP
27 73
LP
27 64
FC
28 10
HP 27 79
EP
27 37
EP
27 12
EP
26 28
HP
27 64
FC 27 30
FC
26 55
EP
26 57
FC
27 28
FC
27 07
FC
27 13
EP 27 01
EP
27 57
EP
28 10
HP
27 77
EP 28 60
TC
28 60
TC
28 14
TC2835
28 35
25 48
EP
25 41
EP
26 41
25 80
27 30
FC
27 87
BP
27 46
EP
26 69
EP
27 21
EP
25 98
EP
26 23
EP
1.5%
2.0%
1.0%1.0%0.8%1.0%
2.2%2.0%2.3%3.0%
1.0%3.0%
3.6%
2.0%
3.6%
2.6%2.0%2.8%1.0
%
1.5%
2.9%
2.0%2.9%1.0%28 10
FC
28 10
FC
28 10
FC
28 14
TC
26 17
LP
26 65
HP
26 20
LP
26 45
EP
26 37
EP
27 24
26 30
27 10
27 46
INV
2.0%1.6%2.2%2.4%26 42
HP
1.5%
28 10
EP
28 10
EP
28 10
EP
26 00
TOP
25 85
TOP
2.0%
27 11
FC
27 32
FC 2.0%27 29
EP 27 33
EP2729
EP2755
EP2923
EP
1.2%
27 29
FC2738
FC
27 29
FC2729
FC
28 31
TC
28 10
FC
1.
3
%
28 31
TC
28 41
TC
28 12
TC
28 48
28 58 28 23 28 19
28 13
28 47 27 68
28 37 27 58
27 95
HP
28 40
2.2%2.6%
23 25
INV
23 25
INV
22 08
INV 22 45
INV
2.0%1.0%1.0%1.1%
25 95
INV
25 90
INV
26 48
INV
TB = 726.75'IP
PS
PS
LOD
LOD
LOD
LOD
LOD
LOD
PS
LOD
PS
B/M
B/M
B/M
B/M
To Str. 33
DA = 0.20 Ac.
To Str. 32
DA = 0.17 Ac.
To Str. 12
DA = 0.28 Ac.Un-DetainedSheet Flow
Un-DetainedSheet Flow
Un-DetainedSheet Flow
CIP CD
Cl A1 Dry Rip-Rap Channel
Bottom Width = 2' & Depth = 1.5'
Cl A1 Dry Rip-Rap Channel
Bottom Width = 2' & Depth = 1.5'
RR
RR
OP
OP
3.19 RIPRAP RR
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS2200.dwg PLOTTED: 12/9/2022 10:07 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 20'40'
GRAPHIC SCALE 1"=20'NORTHREVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF9 29CS2200EROSION & SEDIMENTCONTROL PLAN - PHASE IIJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
3.18 OUTLET PROTECTION OP
3.20 ROCK CHECK DAMS CD
SOIL STABILIZATION
BLANKETS AND MATTING B/M3.36
3.31 TEMPORARY SEEDING TS TS
3.05 SILT FENCE SF
3.32 PERMANENT SEEDING PS PS
LIMITS OF DISTURBANCE LOD
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.08 CULVERT INLET
PROTECTION CIP
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS2500.dwg PLOTTED: 12/9/2022 10:08 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
CIVIL SH. OF10 29CS2500EROSION & SEDIMENTCONTROL DETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
REQUIRED
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS2501.dwg PLOTTED: 12/9/2022 10:23 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
CIVIL SH. OF11 29CS2501EROSION & SEDIMENTCONTROL DETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
APPROVED PERMIT DRAWINGS
OUTDOOR RV, BOAT AND
TRAILER STORAGE
(1.87 AC)
Future C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 12
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
WF 5
PIN 75-A-104ISECURE STORE V, LLC
INST. 210020896
ZONED: B2
USE: VACANT
EX. MULTI-TENANTSIGN ESM'TINST. 210017949PIN 75-A-104ETASKER WARRIOR
PROPERTIES, LLCINST. 160004426
ZONED: B2USE: VACANT
C1C2
PIN 75-A-104KTASKER WARRIORPROPERTIES, LLC
INST. 160004426ZONED: B2
USE: VACANT
Variable Width Private Access,Drainage, Grading & Utility Esmt.
Ex Sign
Ex. 20' FW Esmt.INST. 220007415
Ex. 20' FW Esmt.
INST. 210017949
Ex Drainage Esmt.
INST. 020006555
Ex. Variable WidthPrivate Access, Drainage,Grading & Utility Esmt.
INST. 210017949Ex. 20' FW Esmt.INST. 210017949Ex. Wetland
On-Site Area =0.04 Ac. (1,750 sf)
Vacate Portion ofEx. 20' FW Esmt.INST. 210017949
N 48°46'27" W 245.46'N 38°03'15" E 167.71'
S
8
4
°
2
4
'
5
7
"
E
1
1
9
.
8
1
'S 48°08'05" E 90.22'S 41°13'35" W 247.14'
3
5
'
B
R
L
50' BRL35'
BRL
50' PRIVA
T
E
ACCESS D
R
.Pr. 20' FW Esmt.15'
Pr. 20' FW Esmt.
4
10
Stop Sign
20' (Typ)
24'
CG-6
CG-6CG-12ACG-220' (Typ)26' EP12' FCCG-6
CG-2
CG-630' FC5'
36.5'
9' FC9'
30' CG-11
30'
CG
-119' (Typ)12'
12'CG-2
9' (Typ)
Stop
Sign
5'
Stop Sign
Trash Can Corral
(See Notes, Sh. 12)
Main Entrance
Employee
Entrance
20'3'
R 3'R10
'
R
50'R30'
R 10'R10'R5'
R
3'RCG-6RCG-6CG-624'14.67'1.00'42.33'16.50'4.67'
3.50'20.83'19.50'
4.00'3.00'32.50'14.67'3.42'6.00'4.42'22.33'10.5'
SWM Esmt.
Pr. Bank Building
Floor Area = 2,392 ft2
Height = 18'
FF = 728.35
CG-12A5' SWLKSWMF "A"
Pr. Pedestrian
Crosswalk
Pr. Stop Bar
Pr. Lane
Stripe (Typ.)50.5'CG-12A5' SWLK5' SWLK15' R.E.C. Esmt.15' R.E.C. Esmt.10' Gas Esmt.15' R.E.C. Esmt.10' GasEsmt.10' GasEsmt.8'8'90°'(Typ)Conc Drive-Thru Pad
See Arch.Plans for
Drive-up Information
15.5'123.07'132.75'81.5'(2) Do Not
Enter Signs
(See Detail, Sh. 14)
Pr. HC Sign
(See Detail, Sh. 14)
CG-6
CG-6
Conc. Flume (Typ.)
(See Detail, Sh. 14)
Pr. Freestanding
Bank Sign
(See Notes, Sh. 12)CG-6RCG-6R
Bldg. Canopy (Typ.)
Bollard Protection (Typ.)
Raised Island (0.5 vf)CG-6RCG-625'R25'R
50'R
5'RCG-63'
R
20'R12'45' x 12' Loading Space19.5'
Pr. 7' Wide
Grass Strip 7'Pr. Multi-Tenant Sign
(See Notes, Sh. 12)
Conc. Flume (Typ.)
(See Detail, Sh. 14)27'Mod. CurbPr. Signage Notes
1. One Freestanding Bank Sign is proposed at the cul-de-sac entrance.
·Pr. Height = 4.5'
·Pr. Surface Area = 20.25 ft2 (4.5' x 4.5')
·Pre-Cast Base
·Internally Lit
2. One Multi-Tenant Sign is proposed at the Private Access Drive
Entrance along Warrior Drive.
·Max Height = 25'
·Max. Surface Area = 150 ft2
3. The Multi-Tenant Sign was previously approved with the Secure
Store Site Plan SP# 13-21 with the size specified as 15' max. ht. and
100 sf. max. area. However, the height and area allowed per code
for a minor arterial road are 25' and 150 sf respectively.
4. Signs are proposed in accordance with §165-201.06.
Pr. Trashh Corral Notes
1. Trash Can Corral will house two 96-gallon trash cans.
2. Fence to be made of 4x4 posts, with Opaque 1" X 6"
Horizontal rails with hinged lockable swing gates.
3. Fence Height to be 6' - 0".U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS4001.dwg PLOTTED: 12/9/2022 10:24 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CIVIL SH. OF12 29
00 20'40'
GRAPHIC SCALE 1"=20'NORTHAPPROVED PERMIT DRAWINGS
CS4001SITE PLANJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKREVISIONS:OFFICE: 262-786-6776-STEPHENS CITY, VA-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EERCIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
08/26/2022
LMGRO22001
RAM
EJG
RAM
(STANDARD DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
CONCRETE SIDEWALK &
TRASH CORRAL PAD
NTS
5" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
(HEAVY DUTY)
CONCRETE PAD AT
DRIVE-THRU & LOADING SPACE
NTS
6" - 4,000 PSI CONCRETE
8" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
6" X 6" 10/10 WELDED WIRE MESH
PROVIDE TOOLED JOINTS.
SPACING OF CONTROL JOINTS SHALL
NOT EXCEED SIDEWALK WIDTH.
PROVIDE LIGHT BROOM FINISH WITH
TOOLED JOINTS.
RIDGEBIORETENTION POND #2
(PER SP #13-21)
HP 722.38
TC 721.02
BC 720.52
LP
TC 722.48
BC 721.98
720.05
LP
TC 725.04
BC 724.54
724.07
LP
TC 724.20
BC 723.70
728.52 TC
727.97 PVMT
728.12 TC
727.73 TC
727.46 PVMT 724.34 HP727.97 PVMT
Future C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
Surface Topography NoteThese Gray Scaled, Solid Line type,Contours and the adjacent spotelevations are shown per the "SecureStore Self-Storage" Site Plan, which iscurrently under construction.(SP #13-21).
S
S
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
PIN 75-A-104ISECURE STORE V, LLC
INST. 210020896
ZONED: B2
USE: VACANT
PIN 75-A-104ETASKER WARRIOR
PROPERTIES, LLC
INST. 160004426
ZONED: B2USE: VACANT
PIN 75-A-104K
TASKER WARRIORPROPERTIES, LLC
INST. 160004426
USE: VACANT
Ex. Dual 142' - 48"RCP @1.01%
Ex. Concrete Inlet(Mitered to Slope) Inv. In = 721.76 Ex Sign
Ex Drainage Esmt.
INST. 020006555
Ex. San. MHRim = 724.32Inv. Out = 716.82(Terminal MH)
Ex. 225.51' - 8"
PVC @ 0.50%
Ex. San. MHRim = 725.70Inv. In = 715.70Inv. Out = 715.50
Ex. Grate InletTop = 724.29 Inv. Out = 720.99
Ex. Grate InletTop = 724.40 Inv. Out = 720.10
60.42' - 15"CMP @ 1.34%
725
725
726
726
727
727
725
723
724
726
727
727 728728
726
726726726727727
727728728729729
725
724
726
726
727
727727728
729
725 725724 724726726
7
2
7
72
7
72
8
7
2
5
7
2
6
72772
8
7
2
5
72
5
72
3
7
2
3
72
4
72472
6
72672
7
7
2
7
728
72
8
725724
726727 72572
5725725
725725
7267267277277277257247267
2
5
7
2
5
7
2
6
725
723
724
726
725725
72
4
7
2
5
7
2
4
72
6727728725 7247267277
2
8 728728729729727 728 728
725
725
722
7
2
2 723723
72
4
724
726
726
727
727 725724
726
727Ex. Wetland
On-Site Area =0.04 Ac. (1,750 sf)
PONDED WATER(See Notes, Sh. 8)
Ex. Inlet Inv. Out = 723.50
Ex.Curb
(Under Const.)
Ex. EG
(Road UnderConstruction)
HEAVY
VEGETATION
HEAVYVEGETATION
WM EX. 8" W/LCG-6
CG-6CG-12ACG-2
CG-6
CG-2
CG-6
CG-2CG-6RCG-6CG-6Overflow Roof
Drain (Typ.)
Primary Roof
Drain (Typ.)
SWMF "A"
Outfall Weir Structure
See Details, Sh. 23
CG-6
CG-6
Grass Channel
Trapez. 4'(W) Bottom
Conc. Flume (Typ.)
(See Detail, Sh. 14)CG-6RCG-6R
CG-6RCG-6
Grass Channel
Trapez. 2'(W) Bottom
CG-633
32
31
1211
1
5
"
HDPE4" HDPE4" HDPE8" HDPE4" HDPE
15" HDPE
8" HDP
E
15
"
H
D
P
E
Conc. Flume (Typ.)
(See Detail, Sh. 14)Mod. Curb72672772
7 7277287297297267
2
7
728 726727727
727
727727
728
727728727728
728
728
727728
729
727727728728725
723
724
726
727
725
723
724
726
727728727728728728
725
723723 724724
726
727
727727
728
728
725 725726 726727727727727727
728
728
725
725725725723723724
724724724726
726726726727
728728728728 72
6
727727725
724
726
727
7
2
6
727727727728728TB = 726.75'
26 08
LP
26 89
EP
27 45
HP
29 49
HP
28 21
EP 26 92
EP
26 14
EP
26 37
HP
26 18
EP2671
FC
27 62
FC
27 91
FC
28 50
EP
29 21
EP
27 80
EP
28 01
EP
27 73
LP
27 64
FC
28 10
HP 27 79
EP
27 37
EP
27 12
EP
26 28
HP
27 64
FC 27 30
FC
26 55
EP
26 57
FC
27 28
FC
27 07
FC
27 13
EP 27 01
EP
27 57
EP
28 10
HP
27 77
EP 28 60
TC
28 60
TC
28 14
TC2835
28 35
25 48
EP
25 41
EP
26 41
25 80
27 30
FC
27 87
BP
27 46
EP
26 69
EP
27 21
EP
25 98
EP
26 23
EP
1.5%
2.0%
1.0%1.0%0.8%1.0%
2.2%2.0%2.3%3.0%
1.0%3.0%
3.6%
2.0%
3.6%
2.6%2.0%2.8%1.0
%
1.5%
2.9%
2.0%2.9%1.0%28 10
FC
28 10
FC
28 10
FC
28 14
TC
26 17
LP
26 65
HP
26 20
LP
26 45
EP
26 37
EP
27 24
26 30
27 10
27 46
INV
2.0%1.6%2.2%2.4%26 42
HP
1.5%
28 10
EP
28 10
EP
28 10
EP
26 00
TOP
25 85
TOP
2.0%
27 11
FC
27 32
FC 2.0%27 29
EP 27 33
EP2729
EP2755
EP2923
EP
1.2%
27 29
FC2738
FC
27 29
FC2729
FC
28 31
TC
28 10
FC
1.
3
%
28 31
TC
28 41
TC
28 12
TC
28 48
28 58 28 23 28 19
28 13
28 47 27 68
28 37 27 58
27 95
HP
28 40
2.2%2.6%
23 25
INV
23 25
INV
22 08
INV 22 45
INV
2.0%1.0%1.0%1.1%
25 95
INV
25 90
INV
26 48
INV
TB = 726.75'Frederick Water Note
The Contractor shall adjust Frederick Water Facilities to Final
Surface Grades Per Frederick Water's Inspector's Requirements.U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS4101.dwg PLOTTED: 12/9/2022 10:24 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 20'40'
GRAPHIC SCALE 1"=20'NORTH
REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF13 29CS4101GRADING PLANJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS4500.dwg PLOTTED: 12/9/2022 10:24 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF14 29CS4500SITE DETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
CONCRETE FLUME DETAIL
NOT TO SCALE
30" x 30"
R5-1
NOT TO SCALE
DO NOT ENTER SIGN - DETAILHANDICAP SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
STOP SIGN - DETAIL
S
S
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 12
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
WF 5
PIN 75-A-104ISECURE STORE V, LLC
INST. 210020896
ZONED: B2
USE: VACANT
EX. MULTI-TENANTSIGN ESM'TINST. 210017949PIN 75-A-104E
TASKER WARRIORPROPERTIES, LLCINST. 160004426
ZONED: B2USE: VACANT
PIN 75-A-104KTASKER WARRIORPROPERTIES, LLC
INST. 160004426ZONED: B2
USE: VACANT
Variable Width Private Access,Drainage, Grading & Utility Esmt.
Ex. Dual 142' - 48"RCP @1.01%
Ex Sign
Ex. 20' FW Esmt.INST. 220007415
Ex. 20' FW Esmt.
INST. 210017949
Ex Drainage Esmt.
INST. 020006555
Ex. San. MHRim = 724.32Inv. Out = 716.82(Terminal MH)
Ex. 225.51' - 8"
PVC @ 0.50%
Ex. San. MHRim = 725.70Inv. In = 715.70Inv. Out = 715.50
Ex. Variable WidthPrivate Access, Drainage,Grading & Utility Esmt.
INST. 210017949
2 - Ex. WV's (Field Located)Ex. 20' FW Esmt.INST. 21001794960.42' - 15"CMP @ 1.34%
725
725
726
726
727
727
725
723
724
726
727
727 728728
726
726726726727727
727728728729729
725
724
726
726
727
727727728
72
9
725 725724 724726726
7
2
7
72
7
72
8
7
2
5
7
2
6
727
72
8
7
2
5
725
72
3
7
2
3
72
4
72472
6
72672
7
7
2
7
728
72
8
725724
726727 72572
5725725
725725
7267267277277277257247267
2
5
7
2
5
7
2
6
725
723
724
726
725725
72
4
7
2
5
7
2
4
72
6727728725 7247267277
2
8 728728729729727 728 728
725
725
722
7
2
2 723723
72
4
724
726
726
727
727 725724
726
727Ex. Wetland
On-Site Area =0.04 Ac. (1,750 sf)
WF 13
50' PRIVA
T
E
ACCESS D
R.
OUTDOOR RV, BOAT AND
TRAILER STORAGE
(1.87 AC)
2.00% SLOPE
ON PAD
210.00'45.00'PR. CANOPY
(PER SP #13-21)
21.00'
Future C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".72672772
7 7277287297297267
2
7
728 726727727
727
727727
728
727728727728
728
728
727728
729
727727728728725
723
724
726
727
725
723
724
726
727728727728728728
725
723723 724724
726
727
727727
728
728
725 725726 726727727727727727
728
728
725
725725725723723724
724724724726
726726726727
728728728728 72
6
727727725
724
726
727
7
2
6
727727727728728TB = 726.75'TB = 726.75'Pr. Electric
Transformer
SWM Esmt.
Pr. 4" San. C/O (Typ.)
Overflow Roof
Drain (Typ.)
Primary Roof
Drain (Typ.)
Dry Utility Conduits
See Typical Trench
Section, Sh. 29
SWMF "A"
Pr. Elec. Meter
Dry Utility Conduits
See Typical Trench
Section, Sh. 29
Utility Conduit Junction
Pr. Utility
Conduit Junction
Pr. Gas
Meter15' R.E.C. Esmt.15' R.E.C. Esmt.10' Gas Esmt.15' R.E.C. Esmt.10' GasEsmt.10' GasEsmt.Pr. Gas MainGas Serv. Tap
Gas Service Line
Pr. Gas MainEnd Pr. Gas Main
BEGIN PR. 4" SANITARY LATERAL
Connection by Contractor Using Cut-In Tee
& 2 - Ford Stainless Steel Repair Clamps
33
32
31
1211
1
5
"
HDPE4" HDPE4" HDPE8" HDPE4" HDPE
15" HDPE
8" HDP
E
15
"
H
D
P
E
Pr. 4" Sanitary Lateral
WM Pr. 20' FW Esmt.PR. W/L CONNECTION
Extend Ex. 8" W/L to Pr.
1 - 8" X 8" Tee & 3 - 8" GV's
PR. 8" W/L - A
11 4" WaterService
15'
Pr. 20' FW Esmt.
Radial Install
(R=500')
1" Water Meter
provided by FW
BEGIN PR. W/L "A"
1 - Full Joint 8" CL 52
DIP & 1 - 8" End Cap w/
1 - Flushing Assembly EX. 8" W/LEND PR. W/L "A"
1 - 8" GV, 1 - Full Joint 8"
CL 52 DIP & 1 - 8" End Cap
w/ 1 - Flushing Assembly
1 - 8" - 45°
Horz. Bend
PR. 8" W/L - BEND PR. W/L "B"
1 - 8" GV, 1 - Full Joint 8"
CL 52 DIP & 1 - 8" End Cap
w/ 1 - Flushing Assembly
12
+
9
3
9+76 10+00
11+00
12+00
Pr. Domestic
Water Tap
BEGIN PR. W/L "B"
1 - 8" Tee w/ 3 - 8" GV's
25' Pre-Blast
Pr. 25' Pre-Blast Area
25' Pre-Blast
Radial Install
(R=200')
Radial Install
(R=200')U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS5001.dwg PLOTTED: 12/9/2022 10:24 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 20'40'
GRAPHIC SCALE 1"=20'
NORTH
REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF15 29CS5001UTILITY PLANJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER
WATERLINE B PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
705
710
715
720
725
730
735
740
745
705
710
715
720
725
730
735
740
745
11+87.32 = EX. SSWR XINGINV = 716.76 (8" PVC)10+15 = GAS LINE XINGINV=721.18 ( BY OTHERS)9+50 10+00728.1727.111+00 727.1727.6612+00724.613+00
EX. GRADE FIN. GRADE10+00 = 8" X 8" TEE W/ 3 - 8" G.V.'S10+98.14 = DOMESTIC WATER TAP1" WATER METER PROVIDED BY FW8" DIP CL52
W
/
L
"
B
"
18"
CLEAR
10+31.64 = UTIL CONDUIT TRENCH XING18" MIN
CLEAR18" MIN
CLEAR
48" MIN
COVER 11+90.57 = 1 - 8" G.V.WARRIOR DR. R/W LINEFULL 20' JOINT
CL52 DIP 12+10.57 = 1 - 8" END CAPW/ 1 - FLUSH ASSMY25'
WATERLINE A PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
705
710
715
720
725
730
735
740
745
705
710
715
720
725
730
735
740
745
12+60.34 = GAS LINE XINGINV=720.17 (BY OTHERS)8" DIP CL52 W/L "A"
EX. GRADE
FIN. GRADE
9+50 10+00728.1726.7728.4911+00726.5727.19726.3726.8512+00725.6726.613+00 13+5012+39.13 = 1 - 45° HORZ. BEND11+34.86 = EXTEND EX. 8" W/L TOPR. 8" X 8" TEE W/ 3 - 8" G.V.'S12+93.01 = 1 - 8" END CAPW/ 1 - FLUSH ASSMY48" MIN
COVER10+00 = 8" X 8" TEE W/ 3 - 8" G.V.'S12+43.88 = UTIL CONDUIT TRENCH XING18" MIN
CLEAR 18" MIN
CLEAR12+73.01 = 1 - 8" G.V.9+76.50 = 1 - 8" END CAPW/ 1 - FLUSH ASSMYFULL 20' JOINT
CL52 DIP
FULL 20' JOINT
CL52 DIP
SANITARY LATERAL
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
710
715
720
725
730
735
740
710
715
720
725
730
735
740
9+50 10+00725.1726.90727.8711+00728.0712+00
EX. GRADE
EX SSWR MAIN STA. 10+008" PVC INV=716.6837.42' -
4" SDR-35
@ 2.00%80.94' - 4" SDR-35/26 @ 9.48%RIM 728.10CO1 CLEANOUTINV 724.50RIM 728.29CO2 CLEANOUTINV 725.25PR BLDG
728.35 FFE
FIN. GRADE
STA:10+00.00
INV @ MAIN:716.83
STA:11+23.36
INV:725.35
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS5100.dwg PLOTTED: 12/9/2022 10:25 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 50'100'
GRAPHIC SCALE 1"=50'
REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF16 29CS5100SANITARY SEWER ANDWATERLINE PROFILESJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS5500.dwg PLOTTED: 12/9/2022 10:26 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF17 29CS5500SANITARY SEWER ANDWATER DETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS5501.dwg PLOTTED: 12/9/2022 10:26 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF18 29CS5501SANITARY SEWER ANDWATER DETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
Warrior Dr.Tasker
Rd
.Spanish Oak Rd.Warrior Dr.Chardonnay Dr.Spanish
O
a
k
R
d.
S
a
r
v
i
s
C
t
.
Lyn
n
D
r
.Shumard Ct.Cabernet C
t
.
Sonoma Ct.
Albi
n
D
r
.Albin Dr.Corriedale Ct.R
o
m
n
e
y
P
l
.
Su
f
f
o
l
k
C
i
r
c
l
eVillage LaneMontgomery CircleSadi Ct.
Button Bus
h
A
v
e
.Slippery Elm Dr.Coopworth Ct.Ba
y
b
e
r
r
y
C
t
.
Lynn Dr.Chardonnay Dr.Cross Keys Pl.Tasker
Rd
.Tasker Rd.720
730
730730
74
0
74
0
740712714716718722724
726
728
728728
732
732732
734
73473473673673673873873874
2
74
2
744
744
730730730730730730
730730730
730
724724724724
72
6
726726
726 726
728728728728
728
728728
728
728
728732732732
732
732
73
2
732732
734
73
4
734734
734
734
734734
736736
736
73
6
736736
7
3
6
736
738
738
738
738
720730740
740
7227247267287327347367367
3
8
738
730
74
0
73
2
734
73
6
738738
73
8
720730740 7
1
4
71
67187227247
2
6
7287287287327347
3
673874
2
740 7407
3
6 736738738
73
8
742 742744
744
746
746 748748
740740
740
740
740
750
736736738
738
742744744
744
746
748
752
754
754
756
756
750750
760
748748752
754
756
758
740750
7387
4
2742742
744
746746
746
7487487
4
875275
2
752752752
754
756
756
740740
740
740
740
7
4
0750 750 750750750750
734
734
736
736
736
736738738
7387387
4
2
742
742 742744
744
74
4746 746
746
748
748 752752752
7
5
2752752
752
75
2752
7
5
2
7
5
2
752
75
0 750742744
744
746
746748748740
732734
736
738
740
732732 73473
4
73473673673
6
738
742
7
3
0
740
740
7
2
6
72
8
732
73
47367
3
8
73
0 730730
730726
72672672672
8
72873273
2 734734
740
750
736
738
742
744744744
746
746746748748
748
752
754
754754
756
7407507367
3
6
738
73
8
73
8
742
744
7467467467487
5
27547
5
4756756758758
720718722722
722724724
724
726
730726728 73
0
73072
8
72872
8
7287
3
2
7327
3
4736738
730
730
7
4
0
740 740740
732732
732
732
734
734
736
73
6 73873
8
738
738
738
73
8
738
7
3
8
742
742742742744
744
746 73
073
0
7
4
0
73
2
73
2 7347
3
4 73673
8
StudyPoint 1
Ex. TrapezoidalConc. Channel
Ex. TrapezoidalRipRap Channel
Ex. Head Wall Inlet
Riser StructureDiameter = 4' ØHeight ≈ 4 vfOrifice ≈ 27" Circ.Outfall ≈ 30" RCP
18" ADSStorm Outfall
Ex. SWMBasin 2
Ex. SWMBasin 3
Ex. Storm Outfall36" ADS w/ Alum. ES
Riser StructureDiameter = 4' ØHeight ≈ 3.5 vfOrifice 1 ≈ 20"Orifice 2 ≈ 12" @22" Above BottomOutfall ≈ 18" RCP
DA 1-On On-Site
To Ex. Wetland Channel
Water Surf. Area = 0.05 Ac.
Forested Area = 0.20 Ac.
Brush Area = 0.87 Ac.Total Area = 1.12 Ac.
DA 1 UD - On-Site
To Ex. Bio-Retention
Impervious Area = 0.22 Ac.Total Area = 0.22 Ac.
Wetland ChannelUpper ReachLength = 465'Bottom ≈ 4'Depth ≈ 2.5 vf Wetland ChannelLower ReachLength = 488'Bottom ≈ 8'Depth ≈ 4.24' vf
Ex. SWMBasin 1
DA 2 Tc Calculation
(LAG Method)
Tc = 21.0 Mins.
Avg. Ground Slope = 4.20%
Hydraulic Length = 1,968 lf
CNW = 87
DA 2.1 - Off-Site Upland
To Ex. SWM Basin 2
Turf Area = 1.15 Ac.
Forested Area = 2.75 Ac.
Farmstead Area = 4.00 Ac.
1 3 Ac. Residential = 9.34 Ac.
1 8 Ac. Residential = 12.18 Ac.Total Area = 29.42 Ac.
DA 3 Tc Calculation
(LAG Method)
Tc = 12.6 Mins.
Avg. Ground Slope = 4.22%
Hydraulic Length = 1,040 lf
CNW = 87
DA 4 Tc
(Assigned Min.)
Tc = 5.0 Mins.
DA 3.1 - Off-Site Upland
To Ex. SWM Basin 3
Forested Area = 1.51 Ac.
1 3 Ac. Residential = 3.10 Ac.
1 8 Ac. Residential = 3.81 Ac.Total Area = 8.42 Ac.
DA 1.1 - Off-Site Upland
To Ex. SWM Basin 1
Forested Area = 0.17 Ac.
Commercial = 1.23 Ac.Total Area = 1.40 Ac.
DA 1-Off Tc
(Estimated Value)
Tc = 10.0 Mins.
DA 1-On Tc
(Assigned Min.)
Tc = 5.0 Mins.
DA 1-Off-Site
To Wetland Channel-Upper Reach
Turf Area = 0.31 Ac.
Forested Area = 2.84 Ac.
1 8 Ac. Residential = 1.03 Ac.Total Area = 4.18 Ac.
DA 1-Off-Site
To Wetland Channel Lower Reach
Water Surf. Area = 0.03 Ac.
R/W Area = 1.28 Ac.
Turf Area = 0.60 Ac.
Forested Area = 1.60 Ac.
Brush Area = 0.81 Ac.
1 8 Ac. Residential = 0.06 Ac.Total Area = 4.38 Ac.
Ground Cover Hatch Key
Forested Ground Cover
Good Condition (HSG D)
CN=77
Turf Ground Cover
Good Condition (HSG D)
CN=80
Impervious Ground Cover
CN=98
18 Acre Residential Lots(HSG D) CN=92
1 3 Acre Residential Lots(HSG D) CN=86
Farmstead
(HSG D) CN=86
Brush Ground Cover
Good Condition (HSG D)
CN=73
Road R/W (50% Impervious)
(HSG D) CN=93
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6000.dwg PLOTTED: 12/9/2022 10:28 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 100'200'
GRAPHIC SCALE 1"=100'NORTHREVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF19 29CS6000PRE-DEVELOPMENTDRAINAGE MAPJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER
Warrior Dr.Tasker
Rd
.Spanish Oak Rd.Warrior Dr.Chardonnay Dr.Spanish
O
a
k
R
d.
S
a
r
v
i
s
C
t
.
Lyn
n
D
r
.Shumard Ct.Cabernet C
t
.
Sonoma Ct.
Albi
n
D
r
.Albin Dr.Corriedale Ct.R
o
m
n
e
y
P
l
.
Su
f
f
o
l
k
C
i
r
c
l
eVillage LaneBridgewater Dr.Sadi Ct.
Button Bus
h
A
v
e
.Slippery Elm Dr.Coopworth Ct.Ba
y
b
e
r
r
y
C
t
.
Lynn Dr.Chardonnay Dr.Cross Keys Pl.Tasker
Rd
.Tasker Rd.720
730
730730
74
0
74
0
740712714716718722724
726
728
728728
732
732732
734
73473473673673673873873874
2
74
2
744
744
730730730730730730
730730730
730
724724724724
72
6
726726
726 726
728728728728
728
728728
728
728
728732732732
732
732
7
3
2
732732
734
73
4
734734
734
734
734734
736736
736
73
6
736736
7
3
6
736
738
738
738
738
720730740
740
7227247267287327347367367
3
8
738
730
74
0
73
2
734
73
6
738738
73
8
720730740 7
1
4
71
67187227247
2
6
7287287287327347
3
673874
2
740 74073873
8
742 742744
744
746
746 748748
740740
740
740
740
750
736736738
738
742744744
744
746
748
752
754
756
756
750750
760
748748752
754
756
758
740750
7387
4
2742742
744746746
746
7487487
4
875275
2
752752 740740
740
740
740
7
4
0750 750 750750
750750
734
734
736
736
736
736738738
7387387
4
2
742
742 742744
744
74
4746 746
746
748
748 752752752
7
5
2752752
752
75
2752
7
5
2
7
5
2
752
75
0 750742744
744
746
746748748740
732734
736
738
740
732
73273473
4
73473673673
6
738
742
7
3
0
740
740
7
2
6
72
8
732
7
3
47367
3
8
73
0 730730
730726
72672672672
8
72873273
2 734734
740
750
736
738
742
744744744
746
746746748748
748
752
754
754
756
7407507367
3
6
738
73
8
73
8
742
744
7467467467487
5
2
7
5
4756
720718722722
722724724
724
726
730726728 73
0
73072
8
72872
8
7287
3
2
7327
3
4736738
7
4
0 74074073873
8
738
73
8
742
742742742744
744
746 73
073
0
7
4
0
73
2
73
2 7347
3
4 73673
8
72672772
7 7277287297297267
2
7
728 726727727727727727728
727728727728 728
728
727728729
727727728728725723724726
727
725723724726727728727728728728
725723723724724726727
727727728
728 725 725726 726727727727727727
728
728
725
725725725723723724
724724724726
726726726727
728728728728 72
6
727727725724726727
7
2
6
727727727728728DA U2 Tc Calculation
(LAG Method)
Tc = 21.0 Mins.
Avg. Ground Slope = 4.20%
Hydraulic Length = 1,968 lf
CNW = 87
StudyPoint 1
Ex. TrapezoidalConc. Channel
Ex. TrapezoidalRipRap Channel
Ex. Head Wall Inlet
Riser StructureDiameter = 4' ØHeight ≈ 4 vfOrifice ≈ 27" Circ.Outfall ≈ 30" RCP
18" ADSStorm Outfall
DA U2 - Off-Site Upland
To Ex. SWM Basin 2
Turf Area = 1.15 Ac.
Forested Area = 2.75 Ac.
Farmstead Area = 4.00 Ac.
1 3 Ac. Residential = 9.34 Ac.
1 8 Ac. Residential = 12.18 Ac.Total Area = 29.42 Ac.
Ex. SWMBasin 2
Ex. SWMBasin 3
DA U3 Tc Calculation
(LAG Method)
Tc = 12.6 Mins.
Avg. Ground Slope = 4.22%
Hydraulic Length = 1,040 lf
CNW = 87
DA U1 Tc
(Assigned Min.)
Tc = 5.0 Mins.
Ex. Storm Outfall36" ADS w/ Alum. ESDA U3 - Off-Site Upland
To Ex. SWM Basin 3
Forested Area = 1.51 Ac.
1 3 Ac. Residential = 3.10 Ac.
1 8 Ac. Residential = 3.81 Ac.Total Area = 8.42 Ac.
DA U1 - Off-Site Upland
To Ex. SWM Basin 1
Forested Area = 0.17 Ac.
Commercial = 1.23 Ac.Total Area = 1.40 Ac.
Riser StructureDiameter = 4' ØHeight ≈ 3.5 vfOrifice 1 ≈ 20"Orifice 2 ≈ 12" @22" Above BottomOutfall ≈ 18" RCP
DA U1.0 Tc
(Estimated Value)
Tc = 10.0 Mins.
DA 1.1 Tc
(Assigned Min.)
Tc = 5.0 Mins.
Wetland ChannelUpper ReachLength = 465'Bottom ≈ 8'Depth ≈ 2.5 vf Wetland ChannelLower ReachLength = 488'Bottom ≈ 16'Depth ≈ 6 vf
DA U1.0 - Off-Site Upland
To Wetland Channel-Upper Reach
Turf Area = 0.31 Ac.
Forested Area = 2.84 Ac.
1 8 Ac. Residential = 1.03 Ac.Total Area = 4.18 Ac.
DA 1.0 - Off-Site
To Channel Lower Reach
Water Surf. Area = 0.03 Ac.
R/W Area = 1.28 Ac.
Turf Area = 0.60 Ac.
Forested Area = 1.60 Ac.
Brush Area = 0.81 Ac.
18 Ac. Residential = 0.06 Ac.Total Area = 4.38 Ac.
Ex. SWMBasin 1
DA 1.1 - On-Site
To Channel Lower Reach
Turf Area = 0.12 Ac.Total Area = 0.12 Ac.
DA
To Ex. Bio-Retention
Impervious Area = 0.22 Ac.
Turf Area = 0.14 Ac.Total Area = 0.36 Ac.
DA 1.0 Tc
(Estimated Value)
Tc = 10.0 Mins.
DA 1 - On-Site
To Pr. SWM Facility A
Turf Area = 0.20 Ac.
Impervious Area = 0.42 Ac.Total Area = 0.62 Ac.
DA 1B - On-Site
To Trap. Channel
Turf Area = 0.18 Ac.
Impervious Area = 0.10 Ac.Total Area = 0.28 Ac.
Ground Cover Hatch Key
Forested Ground Cover
Good Condition (HSG D)
CN=77
Turf Ground Cover
Good Condition (HSG D)
CN=80
Impervious Ground Cover
CN=98
18 Acre Residential Lots(HSG D) CN=92
1 3 Acre Residential Lots(HSG D) CN=86
Farmstead
(HSG D) CN=86
Brush Ground Cover
Good Condition (HSG D)
CN=73
Road R/W (50% Impervious)
(HSG D) CN=93
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6001.dwg PLOTTED: 12/9/2022 10:28 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 100'200'
GRAPHIC SCALE 1"=100'NORTHREVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF20 29CS6001POST-DEVELOPMENTDRAINAGE MAPJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER
STORM SEWER STRUCTURES 31- 33
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
710
715
720
725
730
735
740
745
710
715
720
725
730
735
740
745
EX. GRADE
PR. GRADE
9+50727.6727.55727.4727.4410+00727.0726.96726.7726.7410+50726.7726.68726.8726.8011+00727.0726.98726.9726.8911+50 12+00TOP = 725.8510+50.22 = DI-1INV IN = 723.43 (STR 33)INV OUT = 723.4350' - 15"
HDPE @ 0.36%
32
10+00 = ES-1 (15")INV OUT = 723.25 (32)31
38' - 15" HDPE @ 0.40%TOP = 726.0010+88.16 = DI-1INV OUT = 723.5833
STORM 11 - 12 2+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
710
715
720
725
730
735
740
745
710
715
720
725
730
735
740
745
9+50 722.4722.4410+00723.3723.29725.2725.2410+50727.1727.14727.9727.8811+00727.5727.5410+00 = ES-1 (15")INV OUT = 722.08 (12)15" HDPE @ 1.41%TOP = 723.8910+26.16 = ES-1 (15")INV OUT = 722.45EX. GRADE
5' SWLK
PR. GRADE
11 12
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6100.dwg PLOTTED: 12/9/2022 10:29 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 50'100'
GRAPHIC SCALE 1"=50'
REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF21 29CS6100STORM SEWER PROFILESJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EER
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6500.dwg PLOTTED: 12/9/2022 10:29 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF22 29CS6500STORM SEWERDETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
RIDGEFuture C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
Surface Topography NoteThese Gray Scaled, Solid Line type,Contours and the adjacent spotelevations are shown per the "SecureStore Self-Storage" Site Plan, which iscurrently under construction.(SP #13-21).
S
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 9
WF 8
WF 7
PIN 75-A-104ETASKER WARRIOR
PROPERTIES, LLCINST. 160004426
ZONED: B2USE: VACANT
Ex. Dual 142' - 48"RCP @1.01%
Ex. Concrete Inlet(Mitered to Slope) Inv. In = 721.76 Ex Sign
Ex Drainage Esmt.
INST. 020006555
Ex. 225.51' - 8"
PVC @ 0.50%
Ex. Grate InletTop = 724.29 Inv. Out = 720.99
Ex. Grate InletTop = 724.40 Inv. Out = 720.10
2 - Ex. WV's (Field Located)
60.42' - 15"CMP @ 1.34%
725
725
726
726
727
727
726
726727727
727728728729729
725 725724 724726726
7
2
7
72
7
72
8
7
2
5
7
2
6
72772
8
7
2
5
72
5
72
3
7
2
3
72
4
724726
72672
7
7
2
7
728
72
8
725724
726727 72572
5725725
725725
7267267277277277257247267
2
5
7
2
5
7
2
6
725
723
724
726
725725
72
4
7
2
5
7
2
4
72
6727725 724726727728 728
725
722 7237
2
4
726
727 725724
726
727Ex. Inlet Inv. Out = 723.50
Ex.Curb
(Under Const.)
Ex. EG
(Road UnderConstruction)
HEAVY
VEGETATION
HEAVY
VEGETATION
Overflow Roof
Drain (Typ.)
Primary Roof
Drain (Typ.)
CG-12A5' SWLKSWMF "A"
Pr. Pedestrian
Crosswalk
Pr. Stop Bar
Pr. Lane
Stripe (Typ.)
CG-12A5' SWLK5' SWLK
Outfall Weir Structure
See Details, Sh. 23
Grass Channel
Trapez. 4'(W) Bottom
Conc. Flume (Typ.)
(See Detail, Sh. 14)25'R25'R
50'R
5'RGrass Channel
Trapez. 2'(W) Bottom
3'
R
20'RPr. 7' Wide
Grass Strip 7'33
32
31
1211
1
5
"
HDPE4" HDPE8" HDPE4" HDPE
15" HDPE
8" HDP
E
15
"
H
D
P
E
Conc. Flume (Typ.)
(See Detail, Sh. 14)72672772
7 7277287267
2
7
728 726727727
727
727727
728
727728727728
727
725
723
724
726
727728
725 725726 726727727727727727
728
728
725
725725725723723724
724724724726
726726726727
72
6
727727725
724
726
727
7
2
6
727727727728728TB = 726.75'
26 08
LP
26 89
EP
27 45
HP
28 21
EP 26 92
EP
26 14
EP
26 37
HP
26 18
EP2671
FC
27 62
FC
27 80
EP
27 64
FC
27 79
EP
27 37
EP
27 12
EP
26 28
HP
27 64
FC 27 30
FC
26 55
EP
26 57
FC
27 28
FC
27 07
FC
01
EP
28 14
TC2835
28 35
25 48
EP
25 41
EP
26 41
25 80
27 30
FC
26 69
EP
27 21
EP
25 98
EP
26 23
EP
2.0%
1.0%2.0%3.6%
2.0%
3.6%
2.6%2.0%1.5%
2.9%
2.0%2.9%
28 14
TC
26 17
LP
26 65
HP
26 20
LP
26 45
EP
26 37
EP
27 24
26 30
27 10
27 46
INV
2.0%1.6%2.2%2.4%26 42
HP
1.5%
26 00
TOP
25 85
TOP
2.0%
27 11
FC
27 32
FC 2.0%27 29
EP 27 33
EP2729
EP2755
EP
27 29
FC2738
FC
27 29
FC2729
FC
1.
3
%
31
TC
28 12
TC
28 23 28 19
28 13
47 27 68
37 27 58
27 95
HP
28 40
2.2%2.6%
23 25
INV
23 25
INV
22 08
INV 22 45
INV
2.0%1.0%1.0%1.1%
25 95
INV
25 90
INV
26 48
INV
100 Yr. WSE = 725.45'
10 Yr. WSE = 724.77'
10 Yr. WSE = 724.27'
100 Yr. WSE = 725.45'TB = 726.75'EX. 8" W/L12
+
9
3
11+00
12+00
SWMF A - Outfall Weir Detail
Not to Scale
Rectangular Weir Invert = 725.00'
Top of Berm & Weir Wall = 726.75'
Earthen Berm
Rectangular Weir
Width =4.00 lf
Height = 1.75vf
6' Total Wall HeightCircular Orifice
Ø = 3.5"
3.5" Ø Orifice Invert = 723.25'
Pr. Grade
10' Wide Weir Wall
3.5' Above Grade Weir WallBottom of Weir Wall = 720.75'2.5' Below Grade Weir WallPr. Concrete
Weir Wall
10 Yr. WSE = 724.77'
100 Yr. WSE = 725.44'U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6600.dwg PLOTTED: 12/9/2022 10:29 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 20'40'
GRAPHIC SCALE 1"=20'NORTHREVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF23 29CS6600SWMF A PLAN &COMPUTATIONSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EERSWMF "A" PLAN VIEW
Study Point 1
Study Point 1 Summary
In General
This Study Point discharges to a Man-Made Stormwater Conveyance System, being a dual 48" Culvert.
This Culvert crosses Warrior Drive before discharging to a large trapezoidal Channel. This channel flows
to a 48" Culvert, which then conveys runoff across Tasker Road.
A large Upland Watershed flows to Study Point 1. It was necessary to obtain topography in order to
delineate the Upland Drainage Patterns. Off-site topography was obtained from available GIS Data and
should be considered approximate. Review of aerial photography aided identification of Drainage
Facilities in the Upland Drainage Areas. A field visit was conducted to verify locations and approximate
dimensions necessary to create a Drainage Model.
SWMF A is proposed at the Northern extent of the project site. This Facility is a small "Catch Basin"
serving to detain the necessary runoff volumes for controlled release, required to satisfy the Energy
Balance Equation and reduce the 2 & 10 Yr. 24 Hr. Storm Events.
A Concrete Weir is proposed to control release from the Catch Basin.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b .
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection & Limits of Analysis for Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.C.3.a.
The Post-Development Peak Flow (Q10) is contained within the Downstream Conveyance System.U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6700.dwg PLOTTED: 12/9/2022 10:40 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF24 29CS6700STORMWATERMANAGEMENTCOMPUTATIONS
JULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS6701.dwg PLOTTED: 12/9/2022 10:40 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----REVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF25 29CS6701STORMWATERMANAGEMENTCOMPUTATIONS
JULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
PIN 75-A-104ISECURE STORE V, LLC
INST. 210020896
ZONED: B2
USE: VACANT
EX. MULTI-TENANTSIGN ESM'TINST. 210017949Variable Width Private Access,Drainage, Grading & Utility Esmt.
Ex. Dual 142' - 48"RCP @1.01%
Ex Sign
Ex. 20' FW Esmt.INST. 220007415
Ex Drainage Esmt.
INST. 020006555
Ex. Variable WidthPrivate Access, Drainage,Grading & Utility Esmt.
INST. 210017949Ex. 20' FW Esmt.INST. 21001794960.42' - 15"CMP @ 1.34%
725
725
726
726
727
727
725
723
724
726
727
727 728728
726
726726726727727
727728728729729
725
724
726
726
727
727727728
729
725 725724 724726726
7
2
7
72
7
72
8
7
2
5
7
2
6
72772
8
7
2
5
7267
2
772
8
725724
726727 72572
5725725
725725
7267267277277
2
77257247267
2
5
7
2
5
7
2
6
725
723
724
726
725725
72
4
7
2
5
7
2
4
72
6727728725 7247267277
2
8 728728729729727 728 728
725
725
722
7
2
2 723723
72
4
724
726
726
727
727 725724
726
727Ex. Wetland
On-Site Area =0.04 Ac. (1,750 sf)
Vacate Portion ofEx. 20' FW Esmt.INST. 210017949
3
5
'
B
R
L
50' BRL35'
BRL
50' PRIVA
T
E
ACCESS D
R
.
HEAVY
VEGETATION
HEAVYVEGETATION
4
10
SWM Esmt.
SWMF "A"15' R.E.C. Esmt.15' R.E.C. Esmt.10' GasEsmt.10' GasEsmt.25'R25'R
50'R
5'R3'
R
20'R210.00'RIDGEFuture C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
WM Pr. 20' FW Esmt.15'
Pr. 20' FW Esmt.EX. 8" W/L72672772
7 7277287297297267
2
7
728 726727727
727
727727
728
727728727728
728
728
727728
729
727727728728725
723
724
726
727
725
723
724
726
727728727728728728
725
723723 724724
726
727
727727
728
728
725 725726 726727727727727727
728
728
725
725725725723723724
724724724726
726726726727
728728728728 72
6
727727725
724
726
727
7
2
6
727727727728728TB = 726.75'TB = 726.75'BM-24
OV-5
QA-1
QA-2
QA-1
QA-1
QA-1
ZS-6
BM-14 PROVIDE LANDSCAPE
STONE IN PLANTING BED
JP-6
JP-8
JS-13 JS-9
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS7000.dwg PLOTTED: 12/9/2022 10:40 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CIVIL SH. OF26 29
00 20'40'
GRAPHIC SCALE 1"=20'NORTHAPPROVED PERMIT DRAWINGS
CS7000LANDSCAPE PLAN,NOTES & DETAILSJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKREVISIONS:OFFICE: 262-786-6776-STEPHENS CITY, VA-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EERCIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
08/26/2022
LMGRO22001
RAM
EJG
RAM
GENERAL CONDITIONS:
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.
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.
ADDITIONAL LANDSCAPING NOTES:
LANDSCAPE CALCULATIONS:
LANDSCAPED AREA/ OPEN SPACE CALCULATIONS
TOTAL SITE AREA 58,444 SF
LANDSCAPED AREA / OPEN SPACE
REQUIRED 8,767 SF (15%)
LANDSCAPED AREA / OPEN SPACE
PROVIDED 26,480 SF (45.3%)
PARKING LOT LANDSCAPING
PERIMETER LANDSCAPING
PARKING LOT IMPERVIOUS AREA 28,642 SF
REQUIRED PROVIDED
PERIMETER PARKING LOT SHADE TREES
15
(1 PER 2,000
SF)
15
3' HIGH HEADLIGHT SCREENING YES YES
INTERIOR LANDSCAPING
PARKING SPACES 14
REQUIRED PROVIDED
PARKING LOT LANDSCAPED AREA 1,432 SF
(5.00%)
4,139 SF
(14.45%)
INTERIOR PARKING LOT SHADE TREES
2
(1 PER 10
SPACES)
2
PARKING LOT PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
OV OSTRYA VIRGINIANA HOP HORNBEAM 1 1/4" CAL. MIN.AS SHOWN 5
QA QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.AS SHOWN 6
ZS ZELKOVA SERRATA ' GREEN VASE'
GREEN VASE JAPANESE
ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 6
SHRUBS
BM BUXUS MICROPHYLLA VAR. KOREANA
'WINTERGREEN'
WINTERGREEN KOREAN
BOXWOOD
3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.38
JP JUNIPERUS PROCUMBENS 'GREEN
MOUND'
GREEN MOUND JAPANESE
GARDEN JUNIPER
3 GAL. CONT. MIN./
36" HT. MIN.AS SHOWN 14
JS JUNIPERUS SQUAMATA 'BLUE STAR'BLUE STAR JUNIPER 3 GAL. CONT. MIN./
36" HT. MIN.AS SHOWN 22
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 DAMAGEDOR DEAD BRANCHES
TREE PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALL
SET TRUNK PLUMB L
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT BALL FROMSHIFTING
SECURE GUYS WITH RUBBERHOSE TO TRUNK
PRUNE ONLY DAMAGEDOR DEAD BRANCHES
*(2) 2"x2" WOOD STAKES
SET AT 180° (ALT: STEEL
FENCE POSTS)
C
NOTES:
1.*STAKE ONLY TO PREVENT
WIND TIP OR WHEN PLANTING
ON STEEP SLOPES
2. REMOVE ALL TAGS AND
ROPES FROM BRANCHES AND
ROOT BALL.
PITCH FROM C OF PLANTING AREA
TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER
TOPSOIL
L
PROVIDE EDGE WITH CLEAN, CRISP SEPARATION
BETWEEN MULCHED BED AND ADJACENT SURFACECONDITIONS
CUT EDGE MINIMUM 4"
BELOW GRADE TO RECEIVEMULCH
TURF, SIDEWALK, OR CURB 2" MIN. MULCH LAYER
NOT TO SCALE
Warrior Drive
Minor Arterial 125' R/W
(INST. 020006555)
WF 11
WF 10
WF 9
WF 8
WF 7WF 6
PIN 75-A-104I
SECURE STORE V, LLCINST. 210020896
ZONED: B2
USE: VACANT
EX. MULTI-TENANTSIGN ESM'TINST. 210017949PIN 75-A-104ETASKER WARRIOR
PROPERTIES, LLCINST. 160004426ZONED: B2
USE: VACANT
C1C2
PIN 75-A-104K
TASKER WARRIOR
PROPERTIES, LLCINST. 160004426
ZONED: B2USE: VACANT
Variable Width Private Access,Drainage, Grading & Utility Esmt.
Ex. Dual 142' - 48"RCP @1.01%
Ex Sign
Ex. 20' FW Esmt.INST. 220007415
Ex. 20' FW Esmt.
INST. 210017949
Ex Drainage Esmt.
INST. 020006555
Ex. Variable Width
Private Access, Drainage,
Grading & Utility Esmt.INST. 210017949Ex. 20' FW Esmt.INST. 210017949Ex. Wetland
On-Site Area =
0.04 Ac. (1,750 sf)
Vacate Portion ofEx. 20' FW Esmt.INST. 210017949
N 48°46'27" W 245.46'N 38°03'15" E 167.71'
S
8
4
°
2
4
'
5
7
"
E
1
1
9
.
8
1
'S 48°08'05" E 90.22'S 41°13'35" W 247.14'
3
5
'
B
R
L
50' BRL35'
BRL
50' PRIVA
T
E
ACCESS D
R
.
HEAVYVEGETATION
HEAVY
VEGETATION
HEAVY
VEGETATION
210.00'RIDGEFuture C&G
(Per SP #13-21)
Ex. C&G
(Per SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)
·Portions of the Curb already constructed at thetime of Field Survey are annotated as" Ex. Curb".
·Portions of Curb, not constructed at the time ofField Survey are shown per SP#13-21 andannotated as "Future C&G".
Surface Topography NoteThese Gray Scaled, Solid Line type,Contours and the adjacent spotelevations are shown per the "SecureStore Self-Storage" Site Plan, which iscurrently under construction.(SP #13-21).
WM Pr. 20' FW Esmt.15'
Pr. 20' FW Esmt.EX. 8" W/L12
+
9
3
9+76 10+00
11+00
12+00
12+3610+0011+00
12+00
4
10
Stop Sign
24'
CG-6
CG-6CG-12ACG-226' EP12' FCCG-6
CG-2
CG-630' FC5'
36.5'
9' FC9'
30' CG-11
30'
CG
-11
12'
12'CG-2
Stop
Sign
5'
Stop Sign
Main Entrance
Employee
Entrance
20'CG-6RCG-6CG-624'10.5'
SWM Esmt.
Pr. Bank Building
Floor Area = 2,392 ft2
Height = 18'
FF = 728.35
Dry Utility Conduits
See Typical Trench
Section, Sh. 29
CG-12A5' SWLKSWMF "A"
Pr. Elec. Meter
Dry Utility Conduits
See Typical Trench
Section, Sh. 29
Pr. Pedestrian
Crosswalk
Pr. Stop Bar
Pr. Lane
Stripe (Typ.)
Utility Conduit Junction
Pr. Utility
Conduit Junction
50.5'CG-12A5' SWLK5' SWLK
Outfall Weir Structure
See Details, Sh. 23
Pr. Gas
Meter15' R.E.C. Esmt.15' R.E.C. Esmt.10' Gas Esmt.15' R.E.C. Esmt.10' GasEsmt.10' GasEsmt.Pr. Gas MainGas Serv. Tap
Gas Service Line
Pr. Gas MainEnd Pr. Gas Main
15.5'123.07'132.75'81.5'(2) Do Not
Enter Signs
(See Detail, Sh. 14)
Pr. HC Sign
(See Detail, Sh. 14)
CG-6
CG-6
Grass Channel
Trapez. 4'(W) Bottom
Conc. Flume (Typ.)
(See Detail, Sh. 14)
Pr. Freestanding
Bank Sign
(See Notes, Sh. 12)CG-6RCG-6R
Bldg. Canopy (Typ.)
Bollard Protection (Typ.)
Raised Island (0.5 vf)CG-6RCG-625'R25'R
50'R
5'RGrass Channel
Trapez. 2'(W) Bottom
CG-63'
R
20'R19.5'
Pr. 7' Wide
Grass Strip 7'Pr. Multi-Tenant Sign
(See Notes, Sh. 12)
33
32
31
1211
Conc. Flume (Typ.)
(See Detail, Sh. 14)Mod. CurbU:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS8000.dwg PLOTTED: 12/9/2022 10:41 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CIVIL SH. OF27 29
00 20'40'
GRAPHIC SCALE 1"=20'NORTHAPPROVED PERMIT DRAWINGS
CS8000LIFE SAFETY PLANJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKREVISIONS:OFFICE: 262-786-6776-STEPHENS CITY, VA-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EERCIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
08/26/2022
LMGRO22001
RAM
EJG
RAM
LIFE SAFETY NOTES
1. FIRE LANE SIGNS HAVE BEEN LIMITED TO
REDUCE CROWDING IN DRIVEWAY CURB RETURN
ISLANDS.
2. DISPLAY OF PAINTED CURBS HAVE BEEN
EXAGGERATED FOR CLARITY. CURBS SHALL BE
PAINTED AS SHOWN IN DETAILS ABOVE
U:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS8100.dwg PLOTTED: 12/9/2022 10:41 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CIVIL SH. OF28 29
APPROVED PERMIT DRAWINGS
CS8100PHOTOMETRIC PLANJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKREVISIONS:OFFICE: 262-786-6776-STEPHENS CITY, VA-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EERCIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
08/26/2022
LMGRO22001
RAM
EJG
RAM
NTS
CHAIN LINK FENCE
(PER SP #13-21)
DETENTION POND #2
(PER SP #13-21)
BIORETENTION POND #2
(PER SP #13-21)
BIORETENTION POND #3
(PER SP #13-21)15' R.E.C. Esmt.10' Gas Esmt.Gas Main
Ex. Gas Main to Be Field Located. This
Proposed Crossing is shown for Schematic
Purpose Only. Indicating the General
Vicinity of Gas "Tie-In" Location.
Variable Width Private Access,Drainage, Grading & Utility Esmt.
Ex. Variable WidthPrivate Access, Drainage,
Grading & Utility Esmt.
INST. 210017949Ex. 20' FW Esmt.INST. 210017949728
7
2
5
7
2
5
7
2
6725725
7
2
5
7
2
4
72
6727728 725724
726
72735'
BRLRIDGEBIORETENTION POND #2
(PER SP #13-21)
Private Access Drive Note
·The Shared Private Access Road is currentlyunder construction per the "Secure StoreSelf-Storage" Site Plan.(SP #13-21)72672772
7 727728729729727727
727
727727
728
727728
729
728
728728728 72
6
727727725
724
726
727
7
2
6
727727727728728Pr. 20' FW Esmt.PR. W/L CONNECTION
Extend Ex. 8" W/L to Pr.
1 - 8" X 8" Tee & 3 - 8" GV's
PR. 8" W/L - A
15'
Pr. 20' FW Esmt.
Radial Install
(R=500')
BEGIN PR. W/L "A"
1 - Full Joint 8" CL 52
DIP & 1 - 8" End Cap w/
1 - Flushing Assembly
END PR. W/L "A"
1 - 8" GV, 1 - Full Joint 8"
CL 52 DIP & 1 - 8" End Cap
w/ 1 - Flushing Assembly
1 - 8" - 45°
Horz. Bend
12
+
9
3
9+76 10+00
11+00
12+00
10+00BEGIN PR. W/L "B"
1 - 8" Tee w/ 3 - 8" GV's
25' Pre-Blast
Pr. 25' Pre-Blast Area
Dry Utility Conduits
See Typical Trench
Section, Sh. 29
Dry Utility Conduits
See Typical Trench
Section, Sh. 29
Utility Conduit Junction
Pr. Utility
Conduit Junction
15' R.E.C. Esmt.15' R.E.C. Esmt.10' Gas Esmt.15' R.E.C. Esmt.10' GasEsmt.10' GasEsmt.Pr. Gas MainGas Serv. Tap Pr. Gas MainEnd Pr. Gas Main
25'R25'R
Grass Channel
Trapez. 2'(W) Bottom
33
15
"
H
D
P
E
5'-6" TRENCH (TYP.)
UTILITY CONDUIT TRENCH
SECTION VIEW - NTS
PROPERTY LINE3' MIN.EXISTING GROUND
R.E.C.
1-6"
15' UTILITY ESMT. DEDICATED TO R.E.C.
BOTTOM OF TRENCH AND
FIRST 6" OF BACKFILL
SHALL BE FREE OF ROCKS
AND SHARP OBJECTS
ALL CONDUITS SHALL BE INSTALLED WITH 1/4" NYLON
PULL CORD OR SIMILAR, AS APPROVED BY THE
OPERATOR'S INSPECTOR.
LOCATION AND WARNING TAPE SHALL BE OF TYPE AND
INSTALLED AS DIRECTED BY THE UTILITY OPERATOR'S
FIELD INSPECTOR.
6" CONDUITS (FROM JUNCTIONS) MAY BE CO-LOCATED
WITHIN THE PRIMARY TRENCH WHERE APPROPRIATE.
SPACING BETWEEN 6" AND 4" CONDUITS (REC) IS
VARIABLE AS APPROVED BY THE REC FIELD INSPECTOR.
18"12"12"36" TO ⅊12"
COMCAST
1-4"VERIZON
1-4"
SPARE
1-4"
12"ESMT. LINEU:\Accounts\LMGRO\LMGRO22001 - Branch Bank West Side Warrior_Tasker Rd\DESIGN\_SHEETS\SP\CS9000.dwg PLOTTED: 12/9/2022 11:12 AM, BY: Eric Gottshall PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----00 20'40'
GRAPHIC SCALE 1"=20'NORTHREVISIONS:OFFICE: 262-786-6776-
-
-
-
-
-
-
-
DATE
DRAWN
PROJECT
DESIGNED
CHECKED
CIVIL ENGINEERING PREPARED BY
PENNONI ASSOCIATES INC.
117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139 F 540.665.0493
12/09/2022
LMGRO22001
RAM
EJG
RAM
APPROVED PERMIT DRAWINGS
CIVIL SH. OF29 29CS9000UTILITY CONDUIT PLANJULY 26TH, 2022DATE:SHEET TITLE:22-354PROJECT NUMBER:FNB BANKSTEPHENS CITY, VA 12/09/2022PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
FF
SSIONA L E N G INE EERNORTHUtility Conduit Plan
Utility Conduit Plan 00 20'40'
GRAPHIC SCALE 1"=20'