HomeMy WebLinkAbout54-22 Site PlanSITE INFORMATION:
TAX MAP #53-(A)-74
DEEDBOOK/PAGE INSTRUMENT # 230001822
ACREAGE 4.67 AC
ZONING B2
ZONING ACREAGE 4.67 AC
MAGISTERIAL DISTRICT GAINESBORO
ADDRESS TBD BOTANICAL BOULEVARD
FREDERICK COUNTY, VA 22603
ENGINEER:
FIRM MONTEVERDE ENGINEERING & DESIGN STUDIO
ADDRESS 250 E. ELIZABETH ST, SUITE 114
HARRISONBURG, VA 22802
CONTACT NAME SETH RODERICK, PE
EMAIL sroderick@MonteverdeDesigns.com
PHONE (540) 228-0202
OWNER:
ENTITY ECHO LANE DEVELOPMENT LLC
CONTACT NAME MICHAEL L. TURNER
ADDRESS 30221 OAKMONT DRIVE
GEORGETOWN, TX 78628
PHONE (407) 697-6895
DEVELOPER:
ENTITY ECO SUDS, LLC
CONTACT NAME TIM REAMER
EMAIL Tim.Reamer@Cottonwood.com
PHONE (540) 271-7525
C0.01
COVER SHEET
VICINITY MAP
SCALE: 1" = 2,000'
VICINITY MAP
HANG 10 CAR WASH &
SHEETZ FUEL/CONVENIENCE
BOTANICAL COMMERCIAL CENTER
TBD BOTANICAL BOULEVARD
FREDERICK COUNTY, VA 22603
GAINESBORO MAGISTERIAL DISTRICT, SP 54-22
VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER
NAME-PRINTED SIGNATURE DATE
PHONE # COMPANY
ADDRESS
THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UTILITIES WITHIN THE WORK LIMITS. CALL MISS
UTILITY AT 811 OR 1-800-552-7001 BEFORE DIGGING. EACH “PERSON” AS DEFINED IN THE UNDERGROUND UTILITY DAMAGE
PREVENTION ACT MUST PROVIDE THEIR OWN NOTICE OF EXCAVATION. SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER
COMPANY’S TICKET UNLESS THEY ARE UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE OF
EXCAVATION.
ALLOW REQUIRED TIME FOR MARKING – BEGIN EXCAVATION ONLY AFTER CHECKING THE POSITIVE RESPONSE SYSTEM.
EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED UTILITIES HAVE EITHER MARKED THEIR LINES OR REPORTED THAT THEY HAVE
NO FACILITIES IN THE AREA OF EXCAVATION OR THE MARKING PERIOD HAS EXPIRED (AFTER 7:00 AM ON THE THIRD WORKING
DAY AFTER NOTICE TO THE CENTER.) OR MISS UTILITY INFORMS YOU THAT NO MEMBER OPERATORS NEED TO BE NOTIFIED OF
THE EXCAVATION. YOU WILL STILL GET A TICKET NUMBER!
RESPECT THE MARKS – PROTECT AND PRESERVE THE MARKINGS FROM THE TIME EXCAVATION BEGINS UNTIL THE WORK IS
COMPLETED. CALL MISS UTILITY TO UPDATE THE TICKET IF WORK WILL CONTINUE PAST 15 DAYS OR IF THE MARKS BECOME
ILLEGIBLE DUE TO TIME, WEATHER, CONSTRUCTION OR ANY OTHER CAUSE.
EXCAVATE CAREFULLY – IF THE EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSE THE UTILITY LINE BY HAND
DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY FROM THE EXTREMITIES OF THE UTILITY.
SITE DATA
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
SITE
DATE
NOTE: SITE PLAN VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL
UTILITIES PROVIDERS CONTACTS:
SANITARY SEWER AND WATER
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VA 22655
(540) 868-1061
INTERNET
COMCAST
VERIZON
SHENTEL
GAS
WASHINGTON GAS
6801 INDUSTRIAL ROAD
SPRINGFIELD, VA 22151
(540) 869-1111
ELECTRICITY
SHENANDOAH VALLEY ELECTRIC COOPERATIVE
3463 VALLEY PIKE
WINCHESTER, VA 22602
(540) 450-0111
VDOT
811 COMMERCE ROAD
STAUNTON, VA 24401
(540) 984-5600
ZONING ADMINISTRATOR
COUNTY OF FREDERICK
SITE PLAN REFERENCE NUMBER:
APPROVAL
Sheet Index
Sheet Number Sheet Title
C0.01 COVER SHEET
C1.01 GENERAL NOTES
C1.02 PROFFERED CONDITIONS
C2.01 EXISTING CONDITIONS
C2.02 PRELIMINARY PLAT
C2.03 DEMOLITION PLAN
C3.01 ESC PLAN PHASE I
C3.02 ESC PLAN PHASE II
C3.03 ESC NOTES
C4.01 SITE PLAN
C4.02 LIFE SAFETY PLAN
C4.03 ENTRANCE DETAILS 1
C4.04 ENTRANCE DETAILS 2
C5.01 UTILITY PLAN
C5.02 WATER SUPPLY PLAN & PROFILE
C5.03 SANITARY PLAN & PROFILE
C6.01 GRADING PLAN
C6.01A SPOT ELEVATIONS
C6.02 PRE-DEV. DRAINAGE AREAS
C6.03 POST-DEV. DRAINAGE AREAS
C6.04 SWM PLAN
C6.05 STORM PIPE PROFILES
C6.06 STORM PIPE PROFILES
C6.07 STORM PIPE PROFILES
C7.01 LANDSCAPE PLAN
C7.02 LANDSCAPE NOTES & DETAILS
C8.01 LIGHTING PLAN
C8.02 LIGHTING 3D PLAN
C8.03 LIGHTING SPECIFICATIONS
C9.01 ESC DETAILS
C9.02 SITE DETAILS
C9.03 SITE DETAILS
C9.04 UTILITY DETAILS
C9.05 STORMWATER DETAILS
C9.06 STORMWATER DETAILS
C9.07 STORMWATER DETAILS
SOR
SOR
ZONING INFORMATION:
ZONING:B-2 (General Business)
REQUIRED PROVIDED (HANG 10) PROVIDED (SHEETZ)
SETBACK (RTE 50):50' 117' 229'
SETBACK (ECHO):35' 65' 134'
SIDE YARD:N/A 20'(L)/89'(R) 55'(L)/70'(R)
REAR YARD: N/A 252' 136'
MAX FAR:1.0
MIN LANDSCAPE:15%
MAX HEIGHT:35'
FLOOR AREA RATIO CALCS:
HANG 10 SHEETZ TOTAL
GROUND FLOOR AREA: 4,185 SF 6,139 SF 10,324 SF
TOTAL FLOOR AREA: 4,185 SF 6,139 SF 10,324 SF
LOT AREA: 203,329 SF
CALCULATED FAR: 0.05
MAX ALLOWED FAR: 1.00
ASSOCIATED PLANS:
·Rezoning Application 03-21
·Rezoning Application 08-08
April 6, 2023
THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UTILITIES WITHIN THE
WORK LIMITS. CALL MISS UTILITY AT 811 OR 1-800-552-7001 BEFORE DIGGING. EACH “PERSON” AS
DEFINED IN THE UNDERGROUND UTILITY DAMAGE PREVENTION ACT MUST PROVIDE THEIR OWN
NOTICE OF EXCAVATION. SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER COMPANY’S TICKET
UNLESS THEY ARE UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE
OF EXCAVATION.
ALLOW REQUIRED TIME FOR MARKING – BEGIN EXCAVATION ONLY AFTER CHECKING THE POSITIVE
RESPONSE SYSTEM.
EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED UTILITIES HAVE EITHER MARKED THEIR LINES OR
REPORTED THAT THEY HAVE NO FACILITIES IN THE AREA OF EXCAVATION OR THE MARKING PERIOD
HAS EXPIRED (AFTER 7:00 AM ON THE THIRD WORKING DAY AFTER NOTICE TO THE CENTER.) OR MISS
UTILITY INFORMS YOU THAT NO MEMBER OPERATORS NEED TO BE NOTIFIED OF THE EXCAVATION.
YOU WILL STILL GET A TICKET NUMBER!
RESPECT THE MARKS – PROTECT AND PRESERVE THE MARKINGS FROM THE TIME EXCAVATION BEGINS
UNTIL THE WORK IS COMPLETED. CALL MISS UTILITY TO UPDATE THE TICKET IF WORK WILL CONTINUE
PAST 15 DAYS OR IF THE MARKS BECOME ILLEGIBLE DUE TO TIME, WEATHER, CONSTRUCTION OR ANY
OTHER CAUSE.
EXCAVATE CAREFULLY – IF THE EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSE
THE UTILITY LINE BY HAND DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY
FROM THE EXTREMITIES OF THE UTILITY.
GENERAL NOTES (ALL MAY NOT APPLY):
1.WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE
STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE VIRGINIA EROSION
AND SEDIMENT CONTROL REGULATIONS, THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, THE
VIRGINIA STORMWATER MANAGEMENT REGULATIONS AND THE ROCKINGHAM COUNTY DESIGN AND
CONSTRUCTION STANDARDS MANUAL. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE
STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE
DEDICATED TO THE ROCKINGHAM COUNTY WATER AND/OR SANITARY SEWER SYSTEM SHALL BE
CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/STATE BOARD OF
HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ROCKINGHAM COUNTY DESIGN
AND CONSTRUCTION STANDARDS MANUAL.
2.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED
WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY
TO OBTAIN A DENSE STAND OF GRASS.
3.ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE
IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF
CLEANING.
4.WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN
PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE
EQUAL TO THAT OF ORIGINAL APPLICATION.
5.THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES THAT LIE IN OR ADJACENT TO THE
CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
6.FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS UTILITY 1 (800) 552-7001.
7.ALL UNDERGROUND FACILITIES LOCATED WITHIN RIGHTS-OF-WAY SHALL BE INSTALLED PRIOR TO THE
PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE.
8.INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1.
9.ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR
ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE
MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
10.SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIAL CLASSIFIED IN ASTM
D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE
CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE
COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM
D-2487 AS PT, CH, MH, OL, OH, AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH
SOILS MAY BE USED SUBJECT TO APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY
DENSITY OF 92LB/CUBIC FOOT PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 12.
11.COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS
OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING
REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TESTING.
12.MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-FILL AROUND DRAINAGE
STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK-FILL SHALL
BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS
SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING
FILLING OR BACKFILLING, SUBMIT THE RESULT OF THE PROCTOR TEST TO THE CITY’S ON-SITE INSPECTOR
TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IN REPRESENTATIVE OF THE MATERIALS TO BE
USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY
AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY.
13.CERTIFICATIONS FOR MATERIALS INCLUDING, BUT NOT LIMITED TO STONE, CONCRETE, PIPES, PRECAST
UNITS, HANDRAILS, STABILIZATION MATS, TRAFFIC SIGNAL ITEMS, MUST BE PROVIDED TO THE CITY’S
ON-SITE INSPECTOR AND APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION. SEE INSPECTOR FOR
MATERIALS CERTIFICATION CHECKLIST.
14.EMBANKMENT FILL AND TRENCH BACK-FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED
DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE
FOLLOWING MINIMUM FREQUENCIES:
(a)EMBANKMENT FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF
LIFT.
(b)BACK-FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF
TRENCH.
15.COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT
THE FOLLOWING MINIMUM FREQUENCIES:
(a)SUB-GRADE: ONE TEST PER LANE PER 500 LINEAL FEET.
(b)STONE BASE: ONE TEST PER LANE PER 6” COMPACTED LIFT PER 500 LINEAL FEET.
(c)HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET.
16.ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY.
17.TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY ENGINEER AND ENGINEER OF RECORD. FAILURE TO
CONDUCT DENSITY TESTS AND SUBMIT TEST RESULTS SHALL BE CAUSE FOR NONACCEPTANCE OF THE
FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT.
18.COMBINATION UNDER-DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END OF THE CUT
SECTIONS. UNDER-DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES.
19.STANDARD UD-1 AND UD-3 UNDER-DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS ON
FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY THE COUNTY INSPECTORS.
20.COUNTY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE
UNDERCUTTING OR SUB GRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB DRAINAGE, OR REQUIRE
OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO
COMPLY WITH INSPECTORS’ DIRECTIVES SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY.
21.TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES AND AS FURTHER DIRECTED BY COUNTY INSPECTORS. COUNTY INSPECTORS
MUST BE NOTIFIED 24-HOURS IN ADVANCE OF ANY PLANNED WORK OR ACTIVITY IN CITY
RIGHT-OF-WAY THAT REQUIRES FLAGGING, LANE CLOSURE OR STREET CLOSURE. ALL SIGNAGE AND
OTHER CONTROL DEVICES SHALL BE IN PLACE BEFORE SUCH ACTIVITIES CAN COMMENCE.
22.ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER OF RECORD, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH
DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR’S RISK.
23.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER. AT THIS TIME, THE
CONTRACTOR SHALL PROVIDE A SCHEDULE AND TRAFFIC CONTROL PLAN FOR WORK WITHIN THE
COUNTY RIGHT-OF-WAY.
24.INSTALL COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS.
25.IF TRAFFIC SIGNAL PLANS HAVE BEEN REVISED OR CHANGED SINCE APPROVAL, THE DEVELOPER MUST
PROVIDE TO THE DIRECTOR OF PUBLIC WORKS AS-BUILT DRAWINGS REFLECTING CHANGES. PROVISION
OF AS-BUILT DRAWINGS IS A CONDITION OF BOND RELEASE.
C1.01
GENERAL NOTES
XXX
GV
GT
STORM INLET
STORM DRAIN
STORM STRUCTURE
CABLE PEDESTAL
TELEPHONE/COMMUNICATION PEDESTAL
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
GAS VALVE
GAS TAP
GAS GAS LINE
SANITARY SEWER LINE
PROPERTY LINE
ExW WATER LINE
ELECTRICAL
ET ELECTRICAL TRANSFORMER
UTILITY POLE
LIGHT POLE
WATER METER
OVERHEAD ELECTRIC
GATE/FENCE
P.K. NAIL
FOUND IRON PIN
FIRE HYDRANT
WATER VALVE
EXISTING LEGEND
EXISTING INLET LABEL
CATCHMENT AREA
CATCHMENT OUTLET
OHE OHE
V
T
TV
S
E
SS
GV
GT
CURB INLET
STORM DRAIN
CABLE PEDESTAL
TELEPHONE/COMMUNICATION PEDESTAL
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
GAS VALVE
GAS TAP
GAS GAS LINE
SANITARY SEWER LINE
W WATER LINE
ELECTRICAL
ET ELECTRICAL TRANSFORMER
UTILITY POLE
LIGHT POLE
WATER METER
OVERHEAD ELECTRIC
GATE/FENCE POST
FIRE HYDRANT
WATER VALVE
PROPOSED LEGEND
INLET LABEL
CATCHMENT AREA
CATCHMENT OUTLET
OHE OHE
SS SS
V
T
TV
E
SS
STANDARD PROJECT LINETYPES
X
PROPERTY LINE
EXISTING CONTOUR (MAJOR)
EXISTING CONTOUR (MINOR)
1440 PROPOSED CONTOUR (MAJOR)
1439 PROPOSED CONTOUR (MINOR)
DROP INLET
GATE VALVE
INTERIOR LOT LINE
SETBACK
30" CURB AND GUTTER (STD CG-6)
WALL
DRAINAGE
REVERSE CURB AND GUTTER (STD CG-6R)
CALCULATED OPEN SPACE
6" CURB (STD CG-2)
DUMPSTER
ASPHALT
ACCESSIBLE PARKING
CONCRETE
ADJACENT LOT LINE
LIMITS OF DISTURBANCE
CURB AND GUTTER
EDGE OF PAVEMENT
CO
LOD
>>
MAILBOX
WELL
RPARPA
WETLAND
NOTE:
PROJECT STANDARDS SHOWN ABOVE ARE GENERAL LINETYPES
AND SYMBOLS USED AMONG A VARIETY OF PROJECTS. NOT
ALL INFORMATION SHOWN ABOVE MAY BE APPLICABLE TO
THIS PLAN SET. CONTACT DESIGN FIRM TO CONFIRM ANY
DIFFERENTIATION OR CONFLICTING INFORMATION.
CALCULATED BUFFER YARD
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
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.
SOR
SOR
April 6, 2023
C1.02
PROFFERED
CONDITIONS
SOR
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
April 6, 2023
T
T
N 79°26'
0
2
"
W
1
4
9
.
0
7
'271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E
EN 32°48'48" E 297.81'GENERAL NOTES
- THIS EXISTING CONDITIONS SUMMARY IS COMPILED FROM TWO PHYISCAL SURVEYS: (1)
COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KEVIN BLANKENSHIP, LS WITH
RACEY ENGINEERING; AND (2) COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
BARRY LOTTS, LS WITH LOTTS & ASSOCIATES.
- BOUNDARY DERIVED FROM A CURRENT FIELD SURVEY AND FROM DEEDS OF RECORD AS FOUND
AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA AS SHOWN HEREON.
- ELEVATION DATUM IS BASED ON NAVD 88, PER GPS OBSERVATIONS PROCESSED BY NATIONAL
GEODETIC SURVEY OPUS PROGRAM.
- UNDERGROUND UTILITIES ARE SHOWN AS MARKED BY MISS UTILITY, AS WELL AS BASED ON VISIBLE
SURFACE EVIDENCE AND AVAILABLE CITY RECORDS; AND ARE CORRECT TO THE BEST OF
KNOWLEDGE. UTILITIES SHALL BE REMARKED AND/OR VERIFIED PRIOR TO ANY GRADING OR
DIGGING OPERATIONS.
- THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE "X", AREAS DETERMINED TO BE OUTSIDE
THE 0.2% ANNUAL CHANGE FLOOD PLAIN, PER NFIP FLOOD INSURANCE RATE MAP NO. 51069C
00204D, DATED 1/29/2021.
- LOT HAS EXISTING BUILDINGS, STRUCTURES AND IS COVERED WITH BRUSH AND VEGETATION.
- SURVEY SUPPLEMENTED WITH STORM INFORMATION AT ONE INLET (CALLED OUT IN THIS
DRAWING) FROM DESIGN FILE FOR BOTANICAL BLVD. CONTRACTOR SHALL CONFIRM ALL
LOCATIONS AND INVERTS INDEPENDENTLY PRIOR TO ORDERING OF MATERIALS.
- PARCEL LINES AND TM DESIGNATIONS REFLECT THOSE AT TIME OF SITE PLAN SUBMITTAL. LOT
CONSOLIDATION ASSOCIATED WITH THIS PROJECT IS REFERENCED BY INSTRUMENT #230001822.
C2.01
EXISTING
CONDITIONS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
SURVEY SUPPLEMENTED WITH STORM
INFO TAKEN FROM THE DESIGN FILE OF
BOTANICAL BLVD. CONTRACTOR SHALL
CONFIRM ALL LOCATIONS AND INVERTS
INDEPENDENTLY PRIOR TO ORDERING
OF MATERIALS.
SOR
SOR
April 6, 2023
N 79°26'
0
2
"
W
1
4
9
.
0
7
'271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' N 32°48'48" E 297.81'30.0
TM# 53((A))74
ECHO LANE DEVELOPMENT, LLC
INST# 230001822
ZONED: B2
4.668 AC
C2.02
PRELIMINARY PLAT
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
PROPOSED 20' PUBLIC
SANITARY SEWER EASEMENT
PROPOSED 30' PUBLIC UTILITY EASEMENT
PROPOSED 20' PUBLIC WATER EASEMENT
SOR
SOR
FREDERICK WATER EASEMENT
FOR FUTURE CONTINUATION
OF WATER AND SEWER, TO
INCLUDE AREA BETWEEN
SANITARY SEWER EASEMENT
AND ROUTE 50 R/W LINE.
April 6, 2023
2.0'
2.0'
T
T
N 79°26'
0
2
"
W
1
4
9
.
0
7
'271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E
EN 32°48'48" E 297.81'30.0
TM# 53((A))74
ECHO LANE DEVELOPMENT, LLC
INST# 230001822
ZONED: B2
4.668 AC
EXISTING BUILDING
TO BE DEMOLISHED
EXISTING BUILDING
TO BE DEMOLISHED
EXISTING SHEDS TO
BE DEMOLISHED
EXISTING SHEDS TO
BE DEMOLISHED
EXISTING GRAVEL DRIVEWAY TO
BE DEMOLISHED AND REMOVED
DEMOLISH EXISTING ENTRANCE, GUTTER, AND
OFFSET WITHIN LIMITS OF PROPOSED
IMPROVEMENTS (SEE SHEET C4.01). SAW CUT
PAVEMENT IN ACCORDANCE WITH VDOT STD WP-2
TO CREATE A STAGGERED EDGE FOR RE-PAVING.
DEMOLISH EXISTING ENTRANCE, GUTTER, AND
OFFSET WITHIN LIMITS OF PROPOSED
IMPROVEMENTS (SEE SHEET C4.01). SAW CUT
PAVEMENT IN ACCORDANCE WITH VDOT STD WP-2
TO CREATE A STAGGERED EDGE FOR RE-PAVING.
EXISTING ASPHALT DRIVEWAY TO BE
DEMOLISHED WITHIN THE LIMIT OF
PROPOSED IMPROVEMENTS (SEE
SHEET C4.01)
EXISTING OVERHEAD
LINE TO BE REMOVED
EXISTING FENCE TO
BE REMOVED
EXISTING FENCE TO
BE REMOVED
EXISTING TREES WITH THE
LIMIT OF PROPERTY LIMIT
TO BE REMOVED
EXISTING ROCK OUTCROPPING
TO BE REMOVED
EXISTING TREES/SHRUBS
TO BE REMOVED
EXISTING SEPTIC
TO BE REMOVED
EXISTING DRAIN FIELD
TO BE REMOVED
COORDINATE ALL PRIVATE
UTILITY DISCONNECTS WITH
SERVICE PROVIDERS
COORDINATE ALL PRIVATE
UTILITY DISCONNECTS WITH
SERVICE PROVIDERS
EXISTING ELECTRIC
LINE TO BE REMOVED
EXISTING ELECTRIC LINE TO
BE REMOVED, COORDINATE
DISCONNECTION WITH SERVICE PROVIDERS
SAW CUT AND REMOVE EXISTING
CG-6 WITHIN PROPOSED ENTRANCE
LIMIT. SAW-CUTS SHALL BE IN
CONFORMANCE WITH VDTO STD.
WP-2 (STAGGERED EDGE).
C2.03
DEMOLITION PLAN
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
PROPOSED LEGEND
ASPHALT, CONCRETE, AND ASSOCIATED
INFRASTRUCTURE TO BE REMOVED
DEMOLITION
BUILDING, WALL AND OVERHANG
AREA(S) TO BE REMOVED
DEMOLITION NOTES:
1.NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PERMIT.
2.ALL WASTES AND UNSUITABLE MATERIALS ARE TO BE LEGALLY DISPOSED OF BY CONTRACTOR, NO
BURNING, BURIAL, DISCHARGE, OR DUMPING IS ALLOWED ON SITE.
3.CONTRACTOR RESPONSIBLE FOR COORDINATING WITH ALL APPLICABLE UTILITY COMPANIES AND OWNER
AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATION OF EXISTING UTILITIES.
4.CONTRACTOR TO NOTIFY ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONFLICTS WITH
UNDERGROUND UTILITIES.
5.CONTRACTOR TO SUPPLY THE COUNTY OF FREDERICK WITH THE NAME AND CERTIFICATION NUMBER OF
THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTURBANCE BOND AT THE AMOUNT SET BY THE
COUNTY OF FREDERICK WHEN OBTAINING THE LAND DISTURBANCE PERMIT.
6.CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMIT, BONDS, AND FEES AT CONTRACTORS
EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWNER. CONTRACTOR SHALL
COORDINATE WITH OWNER.
7.DEMOLITION CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES
FOUND SHALL BE REPORTED TO OWNER AND CIVIL ENGINEER PRIOR TO ANY SUBMISSION OF BIDS.
8.ALL PORTIONS OF WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES
(ORDINANCES AND STANDARDS).
9.CONTRACTOR TO ESTABLISH AND PROPERLY FLAG EXTERIOR PROPERTY LINES PRIOR TO DEMOLITION.
10.DEMOLITION CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS TO COMPLETE DEMOLITION. VERIFY
WITH THE COUNTY'S BUILDING DEPARTMENT, ZONING, RIGHT OF WAY, AND ALL OTHER GOVERNING
AUTHORITIES.
11.DEMOLITION CONTRACTOR TO NOTIFY UTILITY NOTIFICATION CENTER NO LESS THAN 48 HOURS OR MORE
THAN FIVE WORKING DAYS PRIOR TO DEMOLITION OF EXISTING UTILITIES AS REQUIRED BY LOCAL UTILITIES.
12.DEMOLITION CONTRACTOR TO PROVIDE ALL BARRICADES, SCAFFOLDING, AND OTHER MEANS OF
PROTECTION REQUIRED TO COMPLY WITH ALL STATE LAWS, AND LOCAL MUNICIPAL ORDINANCES TO
SAFEGUARD AGAINST INJURY TO PERSONS AND/OR DAMAGE TO ADJOINING PROPERTIES.
13.ANY FILL MATERIAL REQUIRED SHALL BE CLEAN, NO CONCRETE RUBBLE, ORGANIC MATTER, DEMOLITION
DEBRIS, STONES LARGER THAN 2 INCHES IN ANY DIRECTION, ETC.
14.CONTRACTOR RESPONSIBLE FOR REPAIRING ANY DAMAGED SITE ELEMENTS NOT SPECIFICALLY PLANNED
FOR DEMOLITION.
15.SAWCUT SHALL BE STAGGERED BETWEEN PAVEMENT AND STONE LAYERS TO ALLOW FOR JOINTED UNION
WITH NEW PAVEMENT STRUCTURE.
16.ALL TREES AND DECORATIVE LANDSCAPING OUTSIDE OF DEMO LIMITS SHALL BE PRESERVED OR REPLACED,
AS NEEDED.
SOR
SOR
April 6, 2023
N 79°26'
0
2
"
W
1
4
9
.
0
7
'271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E
EN 32°48'48" E 297.81'CRS
CRS
DC
DC
DC
DC
TS MU
CRSRWD
DD
DD
TS MU
TS MU
RWD
DD
DD
806
808
810
ST 808810812ST
DRAINAGE AREA TO SEDIMENT TRAP 1
DA = 1.75 AC
OFFSITE DRAINAGE
AREA TO DITCH.
DRAINAGE AREA TO SEDIMENT TRAP 2
DA = 1.46 AC
TOP OF EMBANKMENT
ELEVATION AT 810'
LEAVE ST1 IN PLACE AS LONG AS
POSSIBLE. SEE NOTE 16 FOR INFO ON
TRAP COMMISSIONING AND
DECOMMISSIONING.
TOP OF EMBANKMENT
ELEVATION AT 812'
TRAP OUTLET AT 810'
FILL AREA TO 812' TO ENSURE
POSITIVE DRAINAGE TO ST.
TRAP OUTLET AT 808'
LEAVE ST2 IN PLACE AS LONG AS
POSSIBLE. SEE NOTE 16 FOR INFO
ON TRAP COMMISSIONING AND
DECOMMISSIONING.
FILL AREA TO 810' TO ENSURE
POSITIVE DRAINAGE TO ST.
ENSURE CULVERT IS IN PLACE AND DITCH IS GRADED
AND STABILIZED AS A FIRST STEP MEASURE TO PREVENT
OFFSITE WATER FROM ENTERING ST2 DRAINAGE AREA.
CIP
81
2
IP
TOPSOIL
STOCKPILE
CIP
CE
IP
SF
SF
SF
TOPSOIL
STOCKPILE
SF
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
DD
TEMPORARY SEDIMENT TRAP (3.13)
IP STORM DRAIN INLET PROTECTION (3.07)
SF WIRE REINFORCED SILT FENCE (3.05)
CE CONSTRUCTION ENTRANCE (3.02)
CRS CONSTRUCTION ROAD STABILIZATION (3.03)CRS
TOTOTOP SOILING (3.30)
TSTSTEMPORARY SEEDING (3.31)
MUMUMULCHING (3.35)
PSPSPERMANENT SEEDING (3.32)
DCDCDUST CONTROL (3.39)
X
LIMITS OF DISTURBANCE
PROPOSED EROSION AND
SEDIMENT CONTROL LEGEND
LOD
ST
TEMPORARY DIVERSION DIKE (3.09)DD
ST
CWCWCONCRETE WASHOUT
RWD TEMPORARY RIGHT-OF-WAY DIVERSION (3.11)RWD
CIP CULVERT INLET PROTECTION (3.08)
EROSION AND SEDIMENT CONTROL SEQUENCING
·SOILS ON SITE ARE LIKELY TO BE URBAN SOILS COMPACTED AND MIXED FROM
PREVIOUS DEVELOPMENT.
·A COPY OF EROSION & SEDIMENT CONTROL PLANS AND PERMIT MUST BE KEPT ON
SITE AT ALL TIMES.
·ALL PUMPING OF SEDIMENT LADEN WATER FROM EXCAVATIONS SHALL BE
THROUGH A SEDIMENT FILTER BAG OVER A STABILIZED SURFACE.
·CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH LOCAL
ORDINANCES. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE OR
GROUND WATER SYSTEMS.
PHASE I:
1.CONTRACTOR IS TO SCHEDULE PRE-CONSTRUCTION MEETING WITH VIRGINIA
EROSION & SEDIMENT CONTROL PROGRAM (VESCP) AUTHORITY AND ENGINEER OF
RECORD.
2.NOTIFY VESCP AUTHORITY AT LEAST 1 WEEK PRIOR TO LAND DISTURBING
ACTIVITIES.
3.THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES.
4.INSTALL INLET PROTECTION ON THE EXISTING INLET LOCATIONS ADJACENT TO SITE.
5.INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS (E.G. SILT FENCING,
DIVERSIONS), CONSTRUCTION ROAD STABILIZATION, AND SEDIMENT TRAPS. FILL
AREAS TO SEDIMENT TRAPS AS SHOWN ON PLAN. PRIOR TO THE START OF THE
SHEETZ PROJECT, REIMPLEMENT ESC MEASURES AS PLAN SHOWS.
6.INSTALL CULVERT IN DITCH TO EXISITING STORM STRUCTURE AND GRADE DITCH
AND STABILIZE TO ENSURE OFFSITE WATER DOESN'T INTERFERE WITH SEDIMENT
TRAP #2 DRAINAGE AREA.
7.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 WITH DRY METHODS (NO WASHING) AT THE END
OF EACH DAY.
8.CLEAR AND GRUB SITE.
9.REMOVE AND STOCKPILE TOPSOIL FOR REUSE AT CLOSE OF PROJECT.
PHASE II:
10.COMMENCE ROUGH GRADING, CUT AND FILL. PLACE FILL IN LIFTS NO GREATER
THAN 8", COMPACT TO 95% MAX PROCTOR DENSITY. DO NOT PLACE FILL IF IN SITU
SOIL OR FILL MATERIAL IS SATURATED OR FROZEN. GRADE SITE SO THAT ALL AREAS
WITHIN BOTH SEDIMENT TRAP DRAINAGE AREAS, AS DEPICTED ON PHASE I E&S
PLAN, DRAIN TO THE RESPECTIVE TRAP PRIOR TO FINAL GRADING.
11.INSTALL SITE UTILITY INFRASTRUCTURE, SEQUENCING APPROPRIATELY FOR ALL
UTILITY CROSSINGS.
12.INSTALL INLET PROTECTION ON EACH STORM SEWER INLET AS EACH INLET IS
INSTALLED.
13.INSTALL BUILDING FOUNDATION. FILL AREAS SHALL SLOPE TOWARDS SEDIMENT
TRAP DRAINAGE AREAS UNTIL FINAL GRADING IS ESTABLISHED.
14.BRING BUILDING PAD TO GRADE AND STABILIZE.
15.BRING PARKING AREA TO GRADE AND STABILIZE.
16.BRING SITE TO FINAL GRADE AND PLACE CRS AND TS AS DEPICTED IN PHASE II E&S
PLAN. TEMPORARILY DECOMMISSION SEDIMENT TRAPS AFTER HANG 10 PROJECT
CRS AND TS ARE IN PLACE AND WITH PERMISSION FROM VESCP AUTHORITY.
SEDIMENT TRAPS SHALL BECOME ACTIVE AGAIN PRIOR TO THE START OF THE
SHEETZ PROJECT. TRAPS SHALL BE DESIGNED TO THE SPECIFICATIONS SHOWN ON
PLAN DETAIL. ANY CONFLICT WITH THE DESIGN SHALL BE CONSULTED WITH
ENGINEER OF RECORD. PERMANENTLY DECOMMISSION SEDIMENT TRAPS ONCE CRS
AND TS ARE IN PLACE.
17.INSTALL THE TWO STORMTECH SYSTEMS.
18.CLOSE OPENING TO DITCH CULVERT ONCE SHEETZ STORM NETWORK IS IN PLACE.
19.UPON TEMPORARY CESSATION OF AN EARTH DISTURBING ACTIVITY OR ANY STAGE
OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE WILL
EXCEED 4 DAYS THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE
PROTECTED FROM EROSION AND SEDIMENTATION PENDING FUTURE EARTH
DISTURBING ACTIVITIES.
20.IMMEDIATELY AFTER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACTOR
SHALL STABILIZE THE DISTURBED AREAS. IF WEATHER DOES NOT PERMIT
VEGETATION, MULCH MUST BE APPLIED (VESCH - 3.35).
21.INSTALL CURBS AND ASPHALT PAVING, RETAINING WALLS AND SIDEWALKS.
22.IN AREAS TO BE TOPSOILED AND PLANTED SCARIFY SUBSOIL 6 TO 12 INCHES PRIOR
TO PLACEMENT OF TOPSOIL. ALL AREAS TO BE VEGETATED SHALL HAVE 4 INCHES
MINIMUM TOPSOIL. TOPSOIL SHALL NOT BE PLACED WHEN FROZEN OR EXCESSIVELY
WET.
23.REPEAT CONSTRUCTION SEQUENCE FOR SHEETZ SITE. REVIEW NOTE 16 FOR
INFORMATION ON SEDIMENT TRAPS COMMISSIONING AND DECOMMISSIONING.
JL
SOR
April 6, 2023
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Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
DD
TEMPORARY SEDIMENT TRAP (3.13)
IP STORM DRAIN INLET PROTECTION (3.07)
SF WIRE REINFORCED SILT FENCE (3.05)
CE CONSTRUCTION ENTRANCE (3.02)
CRS CONSTRUCTION ROAD STABILIZATION (3.03)CRS
TOTOTOP SOILING (3.30)
TSTSTEMPORARY SEEDING (3.31)
MUMUMULCHING (3.35)
PSPSPERMANENT SEEDING (3.32)
DCDCDUST CONTROL (3.39)
X
LIMITS OF DISTURBANCE
PROPOSED EROSION AND
SEDIMENT CONTROL LEGEND
LOD
ST
TEMPORARY DIVERSION DIKE (3.09)DD
ST
CWCWCONCRETE WASHOUT
RWD TEMPORARY RIGHT-OF-WAY DIVERSION (3.11)RWD
CIP CULVERT INLET PROTECTION (3.08)
EROSION AND SEDIMENT CONTROL SEQUENCING
·SOILS ON SITE ARE LIKELY TO BE URBAN SOILS COMPACTED AND MIXED FROM
PREVIOUS DEVELOPMENT.
·A COPY OF EROSION & SEDIMENT CONTROL PLANS AND PERMIT MUST BE KEPT ON
SITE AT ALL TIMES.
·ALL PUMPING OF SEDIMENT LADEN WATER FROM EXCAVATIONS SHALL BE
THROUGH A SEDIMENT FILTER BAG OVER A STABILIZED SURFACE.
·CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH LOCAL
ORDINANCES. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE OR
GROUND WATER SYSTEMS.
PHASE I:
1.CONTRACTOR IS TO SCHEDULE PRE-CONSTRUCTION MEETING WITH VIRGINIA
EROSION & SEDIMENT CONTROL PROGRAM (VESCP) AUTHORITY AND ENGINEER OF
RECORD.
2.NOTIFY VESCP AUTHORITY AT LEAST 1 WEEK PRIOR TO LAND DISTURBING
ACTIVITIES.
3.THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES.
4.INSTALL INLET PROTECTION ON THE EXISTING INLET LOCATIONS ADJACENT TO SITE.
5.INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS (E.G. SILT FENCING,
DIVERSIONS), CONSTRUCTION ROAD STABILIZATION, AND SEDIMENT TRAPS. FILL
AREAS TO SEDIMENT TRAPS AS SHOWN ON PLAN. PRIOR TO THE START OF THE
SHEETZ PROJECT, REIMPLEMENT ESC MEASURES AS PLAN SHOWS.
6.INSTALL CULVERT IN DITCH TO EXISITING STORM STRUCTURE AND GRADE DITCH
AND STABILIZE TO ENSURE OFFSITE WATER DOESN'T INTERFERE WITH SEDIMENT
TRAP #2 DRAINAGE AREA.
7.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 WITH DRY METHODS (NO WASHING) AT THE END
OF EACH DAY.
8.CLEAR AND GRUB SITE.
9.REMOVE AND STOCKPILE TOPSOIL FOR REUSE AT CLOSE OF PROJECT.
PHASE II:
10.COMMENCE ROUGH GRADING, CUT AND FILL. PLACE FILL IN LIFTS NO GREATER
THAN 8", COMPACT TO 95% MAX PROCTOR DENSITY. DO NOT PLACE FILL IF IN SITU
SOIL OR FILL MATERIAL IS SATURATED OR FROZEN. GRADE SITE SO THAT ALL AREAS
WITHIN BOTH SEDIMENT TRAP DRAINAGE AREAS, AS DEPICTED ON PHASE I E&S
PLAN, DRAIN TO THE RESPECTIVE TRAP PRIOR TO FINAL GRADING.
11.INSTALL SITE UTILITY INFRASTRUCTURE, SEQUENCING APPROPRIATELY FOR ALL
UTILITY CROSSINGS.
12.INSTALL INLET PROTECTION ON EACH STORM SEWER INLET AS EACH INLET IS
INSTALLED.
13.INSTALL BUILDING FOUNDATION. FILL AREAS SHALL SLOPE TOWARDS SEDIMENT
TRAP DRAINAGE AREAS UNTIL FINAL GRADING IS ESTABLISHED.
14.BRING BUILDING PAD TO GRADE AND STABILIZE.
15.BRING PARKING AREA TO GRADE AND STABILIZE.
16.BRING SITE TO FINAL GRADE AND PLACE CRS AND TS AS DEPICTED IN PHASE II E&S
PLAN. TEMPORARILY DECOMMISSION SEDIMENT TRAPS AFTER HANG 10 PROJECT
CRS AND TS ARE IN PLACE AND WITH PERMISSION FROM VESCP AUTHORITY.
SEDIMENT TRAPS SHALL BECOME ACTIVE AGAIN PRIOR TO THE START OF THE
SHEETZ PROJECT. TRAPS SHALL BE DESIGNED TO THE SPECIFICATIONS SHOWN ON
PLAN DETAIL. ANY CONFLICT WITH THE DESIGN SHALL BE CONSULTED WITH
ENGINEER OF RECORD. PERMANENTLY DECOMMISSION SEDIMENT TRAPS ONCE CRS
AND TS ARE IN PLACE.
17.INSTALL THE TWO STORMTECH SYSTEMS.
18.CLOSE OPENING TO DITCH CULVERT ONCE SHEETZ STORM NETWORK IS IN PLACE.
19.UPON TEMPORARY CESSATION OF AN EARTH DISTURBING ACTIVITY OR ANY STAGE
OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE WILL
EXCEED 4 DAYS THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE
PROTECTED FROM EROSION AND SEDIMENTATION PENDING FUTURE EARTH
DISTURBING ACTIVITIES.
20.IMMEDIATELY AFTER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACTOR
SHALL STABILIZE THE DISTURBED AREAS. IF WEATHER DOES NOT PERMIT
VEGETATION, MULCH MUST BE APPLIED (VESCH - 3.35).
21.INSTALL CURBS AND ASPHALT PAVING, RETAINING WALLS AND SIDEWALKS.
22.IN AREAS TO BE TOPSOILED AND PLANTED SCARIFY SUBSOIL 6 TO 12 INCHES PRIOR
TO PLACEMENT OF TOPSOIL. ALL AREAS TO BE VEGETATED SHALL HAVE 4 INCHES
MINIMUM TOPSOIL. TOPSOIL SHALL NOT BE PLACED WHEN FROZEN OR EXCESSIVELY
WET.
23.REPEAT CONSTRUCTION SEQUENCE FOR SHEETZ SITE. REVIEW NOTE 16 FOR
INFORMATION ON SEDIMENT TRAPS COMMISSIONING AND DECOMMISSIONING.
JL
SOR
April 6, 2023
EROSION AND SEDIMENT CONTROL NARRATIVE
1.PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF A SHEETZ FUEL AND CONVENIENCE STORE, A HANG 10 CAR WASH, AND PARKING FOR EMPLOYEES AND CUSTOMERS. THE DISTURBED AREA FOR THIS PROJECT WILL BE 4.07
AC.
2.EXISTING SITE CONDITIONS: THIS SITE IS LOCATED AT TBD BOTANICAL BOULEVARD FREDERICK COUNTY, VA 22603 AND PROJECT AREA CONSISTS OF EXISTING GRASS VEGETATION, TREES, AND SHRUBS. THE EXISTING SITE ALSO
INCLUDES VARIOUS HOUSES AND SHEDS THAT WILL BE REMOVED. SLOPES RANGE FROM 2-15%.
3.ADJACENT AREAS: THIS PARCEL AND ALL ADJOINING PARCELS ARE ZONED B2. THE PARCEL TO THE NORTH IS AN UNDEVELOPED LOT OFF ECHO LANE THAT IS OWNED BY CRT PROPERTIES LLC. , THE PARCEL TO THE EAST IS
WINCHESTER MEDICAL CENTER LOCATED OFF BOTANICAL BLVD., THE PARCEL TO THE SOUTH IS A MULTI-USE BUILDING OFF NORTHWESTERN TURNPIKE THAT CONSISTS OF UNITED BANK AND HADDOX ANNETTA (PHYSICAL
THERAPY), AND THE PARCEL TO THE WEST IS FIRST BANK AND PRIMAX PROPERTIES LOCATED ON CROCK WELLS MILL DRIVE.
4.OFF-SITE AREAS: THIS SITE WILL NOT REQUIRE SOIL FROM OFF SITE. ANY OFF-SITE LAND-DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT MUST BE PERMITTED THROUGH THE APPROPRIATE JURISDICTION.
5.SOILS: THE SITE LIES IN THE FOLLOWING SOIL TYPES:
-CARBO-OAKLET, VERY ROCKY SILT LOAMS, 2-15% SLOPES (6C)
-FREDERICK-POPLIMENTO LOAMS, 2-7% SLOPES (14B)
*SEE SHEET C3.01 AND CALCULATION PACKET FOR ADDITIONAL SOIL DESCRIPTION AND INFORMATION.
6.CRITICAL AREAS: THERE ARE NO WETLANDS, SPRINGS, OR WATER BODIES ON SITE. STEEP SLOPES ON SITE WILL BE LINED WITH RIP-RAP OR EROSION CONTROL MATTING TO STABILIZE THE SLOPE AND PREVENT EROSION.
7.EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992, AS WELL AS ANY ADDITIONAL MEASURES REQUIRED BY APPLICABLE LOCAL, STATE, AND
FEDERAL REGULATIONS.
STRUCTURAL PRACTICES
3.02 - CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE.
MAINTENANCE: WHEN STONE IS CHOKED WITH SEDIMENT PERIODIC TOP DRESSING WITH ADDITIONAL STONE, WASH AND REWORKING OF THE EXISTING TONE AS CONDITIONS DEMAND AND/OR CLEANOUT OF TRAPPED SEDIMENT.
3.03 - CONSTRUCTION ROAD STABILIZATION - THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREA, AND OTHER ON-SITE VEHICULAR TRANSPORTATION ROUTES WITH STONE IMMEDIATELY
AFTER GRADING.
MAINTENANCE: PERIODIC TOP DRESSING AND MAINTAINING A VIGOROUS STAND OF VEGETATION ADJACENT TO CONSTRUCTION ROAD.
3.05 - SILT FENCE BARRIER - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT FENCE SHALL BE REINFORCED
WITH WIRE BACKING.
MAINTENANCE: SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
3.07 - STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET.
MAINTENANCE: STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP.
3.08 - CULVERT INLET PROTECTION - A SEDIMENT FILTER LOCATED AT THE INLET TO STORM CULVERTS.
MAINTENANCE: STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH ON-SITE
CONSTRUCTION. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP.
3.09 - TEMPORARY DIVERSION DIKE - A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA.
MAINTENANCE: THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVEN HAS OCCURRED OR NOT, THE
MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY.
3.11 - TEMPORARY RIGHT OF WAY DIVERSION - A RIDE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHTS-OF-WAY AND SIMILAR SLOPING AREAS.
MAINTENANCE: THE PRACTICE SHALL BE INSPECTED AFTER EVERY RAINFALL AND REPAIRS MADE IF NECESSARY. AT LEAST ONCE EVERY TWO WEEKS, WHETHER A STORM HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED.
RIGHT-OF-WAY DIVERSIONS, WHICH ARE SUBJECT TO DAMAGE BY VEHICULAR TRAFFIC, SHOULD BE RESHAPED AT THE END OF EACH WORKING DAY.
3.13 - TEMPORARY SEDIMENT TRAP - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET.
MAINTENANCE: SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVED FROM THE BASIN SHALL BE DEPOSITED IN A
SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO INSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOCKED WITH SEDIMENT SHALL BE REMOVED
AND CLEANED OR REPLACED. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE
THAT ITS CENTER IS AT LEAST ONE FOOT BELOW THE TOP OF THE EMBANKMENT.
VEGETATIVE PRACTICES
3.30 - TOPSOIL (STOCKPILE) - METHODS OF PRESERVING AND USING THE SURFACE LAYER OF UNDISTURBED SOIL, OFTEN ENRICHED IN ORGANIC MATTER, IN ORDER TO OBTAIN A MORE DESIRABLE PLANTING AND GROWTH
MEDIUM.
3.31 - TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS.
3.32 - PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED.
3.35 - MULCHING - APPLICATION OF PLANT RESIDUES OTHER SUITABLE MATERIALS TO THE SOIL SURFACE.
3.39 - DUST CONTROL - REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION, AND CONSTRUCTION ACTIVITIES.
8.PERMANENT STABILIZATION: ALL DISTURBED AREAS SHALL BE STABILIZED WITH PERMANENT SEEDING WITHIN SEVEN WORKING DAYS OF FINAL GRADING, WEATHER AND SOIL CONDITIONS PERMITTING, AS SPECIFIED IN THE
PROJECT'S STANDARDS AND SPECIFICATIONS FOR VIRGINIA.
9.STORMWATER RUNOFF CONSIDERATIONS:
·IN THE PRE-DEVELOPMENT CONDITION, RUNOFF FROM THE PROPERTY FLOWS TO THE SOUTH AND THE EAST WHERE IT ENTERS AN EXISTING STORM SEWER NETWORK GOING SOUTH TOWARDS ABRAMS CREEK TO ITS
CONFLUENCE OF LOWER OPEQUON CREEK.
·THE RECEIVING STREAM IN ALL DIRECTIONS IS LOWER OPEQUON CREEK - ABRAMS CREEK (PU17). ABRAMS CREEK IS IMPAIRED WITH E. COLI AND SEDIMENT.
·THE PROPOSED SITE IMPROVEMENTS WILL CREATE 2.99 AC OF IMPERVIOUS AREA; AN INCREASE OF 2.78 AC. PRE DEVELOPMENT OFFSITE DRAINAGE WILL FLOW TO AN INSTALLED DITCH AND CULVERT THEN OUTLET TO THE
EXISTING STORM DRAIN INLET ON THE NORTHEAST PORTION OF THE SITE. A PORTION OF THE POST DEVELOPMENT IMPERVIOUS AREA WILL DRAIN TO A STORMTECH STRUCTURE ON THE EAST PORTION OF THE SITE THAT WILL
TIE INTO THE EXISTING STORM SEWER NETWORK. THE REMAINING IMPERVIOUS AREA WILL DRAIN TO A STORMTECH STRUCTURE ON THE SOUTHWEST PORTION OF THE SITE THAT WILL TIE INTO AN EXISTING STORM SEWER
NETWORK.
·THIS SITE'S WATER QUALITY IS ADDDRESSED BY THE USE OF TWO ISOLATOR ROWS IN THE EAST STORMTECH SYSTEM AND ONE ISOLATOR ROW IN THE WEST STORMTECH SYSTEM, AS WELL AS BY PURCHASING NUTRIENT
CREDITS. REFER TO THE SWM PLAN AND CALCULATION PACKET FOR MORE INFORMATION.
10.MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION AND SEDIMENT CONTROLS. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND REPAIRED
AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED PROJECT SPECIFIC STANDARDS AND SPECIFICATIONS.
REPAIR OF ALL INEFFECTIVE TEMPORARY ESC MEASURES SHALL OCCUR WITHIN 24 HOURS OF IDENTIFICATION, OR AS SOON AS CONDITIONS ALLOW IF COMPLIANCE WITH THIS TIME FRAME WOULD RESULT IN GREATER
ENVIRONMENTAL IMPACTS. TEMPORARY BMPS WILL BE REMOVED UPON ACHIEVING VEGETATIVE STABILIZATION. DISTURBED AREAS NOT ATTAINING AN ACCEPTABLE VEGETATIVE COVER SHALL BE RE-SEEDED AS NEEDED UNTIL
STABILIZATION IS ACHIEVED. TEMPORARY ESC BMPS SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE
REMOVED OR STABILIZED ON SITE. DISTURBED SOIL RESULTING FROM REMOVAL OF BMPS OR VEGETATION SHALL BE PERMANENTLY STABILIZED ON SITE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840 EROSION AND SEDIMENT
CONTROL REGULATIONS.
ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED
ON THE SITE AT ALL TIMES.
ES-5: PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED
ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED
BY THE PLAN APPROVING AUTHORITY.
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
MINIMUM STANDARDS (MS):
ALL LAND-DISTURBING ACTIVITIES UNDERTAKEN ON PRIVATE AND PUBLIC LANDS IN THE
COMMONWEALTH OF VIRGINIA MUST MEET THE 19 "MINIMUM STANDARDS" FOR ESC IN
SECTION 9VAC25-840-40 OF THE VIRGINIA ESC REGULATIONS. THE APPLICANT WHO SUBMITS
THE ESC PLAN TO THE PROGRAM AUTHORITY FOR APPROVAL IS RESPONSIBLE FOR ENSURING
COMPLIANCE WITH THE MINIMUM STANDARDS THAT APPLY TO HIS/HER ACTIVITIES.
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 25-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 100 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;
(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 (I) ARE IN ACCORDANCE WITH
PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN
9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER
MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND
VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT SHALL APPLY, OR (II) ARE EXEMPT
PURSUANT TO § 62.1-44.15:34 C 7 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.
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
JL
SOR
April 6, 2023
HWWH18
LOADING
SHEETZFUEL &
C
O
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V
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I
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C
E
STORE
~6,139
S
F
Tanks E
E
10' SHARED
U
S
E
T
R
A
I
L
30.0'
R35.0'
R35.0'
50.5'
5.4'
R25.0'
R25.0'
R30.0'
R55.0'
11.5'
30.0'
R8.0'
R60.0'
32.0'
74.4'37.8'
75.0'
15.0'
20.0'
10.0'
10.0'6.0'
8.0'
5.0'
8.0'
20.0'
10.0'
14.0'
35.0'
35.5'
65.0'
51.5'
31.0'
R5.0'R8.0'
R3.0'
R20.0'
R3.0'
R18.0'
R18.0'
R7.0'
14.0'
5.0'
14.0'
R3.0'
R12.0'
R6.0'
R6.0'
R4.0'R4.0'
R5.0'
R5.0'R5.0'
R39.0'
27.0'
69.4'
10.3'19.3'18.2'
80.3'
108.8'
R80.0'
R60.0'
R95.0'R105.0'
24.0'
R10.0'
8.8'
8.9'
R32.2'
R35.0'
R25.0'
20.0'
13.0'
24.0'
18.
0
'
10.0'
8.0'
36.0'
14.0'
R15.0'
R15.0'
R3.0' (TYP)
R8.0'R20.0'
R10.0'
10.0'
20.0'
9.0'
5' PARKING BUFFER
5' PARKING BUFFER
5' PARKING BUFFER
50' FRONT SETBACK
(PRINCIPAL ARTERIAL)
50' FRONT SETBACK
(PRINCIPAL ARTERIAL)
APPROXIMATE 20' FCSA
WATER & SEWER EASEMENT
EXISTING PERMANENT
ACCESS EASEMENT
EXISTING 20' PRIVATE
STORM DRAIN EASEMENT
EXISTING PERMANENT
ACCESS EASEMENT
RETAINING WALL (TYP)
RETAINING WALL
CARWASH TUNNELEQUIPMENT ROOMS5' x 14' EQUIPMENT PAD (VAC PRODUCER)
REFER TO BLDG PLANS FOR DETAILS.
PAY STATIONS & CANOPIES (3).
REFER TO BLDG PLANS.
LICENSE PLATE READER
BOOM & CAMERA.
REFER TO BLDG PLANS.
PROPERTY LINE CG-2 (TYP.)CG-6 (TYP.)
CG-2 (TYP.)
CG-6 (TYP.)
5' CONCRETE
SIDEWALK
VDOT STD. CG-11 ENTRANCE
TREATMENT WITH FLOW LINE
VDOT STD. CG-11 ENTRANCE
TREATMENT WITH FLOW LINE
REPLACE EXISTING ENTRANCE
WITH IN-LINE CG-7
BOLLARD (TYP)
CG-2 (TYP.)
DUMPSTER PAD
& ENCLOSURE;
REFER TO BLDG
PLANS
BUMPERPOST,
BRONZE (TYP)
24" CONCRETE S/W TRANSITION
PROPANE TANK CAGE W/
4"-THICK CONCRETE PAD
MILL AND OVERLAY LIMIT
PER VDOT DETAIL WP-2
MILL AND OVERLAY LIMIT
PER VDOT DETAIL WP-2
CG-2 (T
Y
P
.
)
CG-6 (T
Y
P
.
)
5' CONCRETE SIDEWALK,
PLACED WITH BACK EDGE
LOCATED 1.0' FROM R/W LINE
CG-7
CG-7 (TO R/W). THEN TRANSITION
TO CG-6 OVER 4 LF.
ENCLOSURE BACK WALL TO
BEHAVE AS RETAINING WALL
EXISTING UD-4 BENEATH THE ENTRANCE
SHALL BE REPLACED WITH NON-PERFORATED
PIPE PER THE VDOT UD-4 STANDARD DETAILS
EXISTING UD-4 BENEATH THE ENTRANCE
SHALL BE REPLACED WITH NON-PERFORATED
PIPE PER THE VDOT UD-4 STANDARD DETAILS
6' X 7' TRANSFORMER PAD.
SEE SVEC PAD DETAIL, SHEET C9.04.
BOLLARDS TO BE PLACED AT CORNERS
WITH 36" CLEARANCE FROM PAD;
CONFIRM PLACEMENT WITH SVEC PRIOR
TO SETTING BOLLARDS. ENSURE
REQUIRED CLEARANCES TO
TREES/STRUCTURES IS MAINTAINED.
CUT IN CG-12 TO
EXISTING CURB
LINE
CG-12 (TYP)
CG-6 (TYP)
EX. CG-6 (TYP)
TRANSITION FROM
CG-7 TO CG-2
OVER 4 LF
CLEARANCE BAR (TYP)CG-2 (TYP.)VACUUM STANCHION (TYP)
REFER TO EQUIPMENT PLANS
DUMPSTER PAD
& ENCLOSURE
SEE DETAIL, C9.03
CG-2 (TYP.)
CG-12 (TYP.)
5' x 14' EQUIPMENT PAD (VAC PRODUCER)
REFER TO BLDG PLANS FOR DETAILS.CG-6 (TYP.)R15.0'
R2.0'
R4.0'R3.0' (TYP)
R2.0'
R8.0'
R30.0'
R50.0'
R10.0'
R2.5'
5.0'
R10.0'
R25.0'
24.0'
5' CONCRETE
SIDEWALK
11.9'
PARKING SUMMARY:
FUEL & CONVENIENCE (PERSONAL SERVICES): 1 PER 200 GSF
5,700 GSF / 200 GSF = 28.5 SPACES REQUIRED
FAST FOOD (SHEETZ MTO): 1.4 SPACES PER 100 GSF OF SEATING AREA
1.4 * 450 GSF / 100 =6.3 SPACES
CAR WASH (AUTO SERVICE): 2 PER SERVICE BAY + 1 PER 250 GSF OF OFFICE
2 + 350 GSF / 250 GSF = 4 SPACES REQUIRED
VACUUM STALLS: 18 (NOT INCLUDED IN PARKING SUMMARY)
TOTAL SPACES REQUIRED:39 SPACES
TOTAL SPACES PROVIDED:43 SPACES
(INCL. 4 ADA SPACES, PLUS 1 LOADING SPACE)
C4.01
SITE PLAN
SOR
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
LIGHT DUTY CONCRETE
SITE PLAN NOTES:
1.NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS.
2.TRASH WILL BE COLLECTED IN AN ON-SITE DUMPSTER. THE DUMPSTER SHALL BE
SCREENED IN ACCORDANCE TO SECTION 165-204.11(D). SCREENING MATERIAL TO BE
MASONRY BLOCK; REFER TO SHEET C9.03 AND BLDG PLANS FOR ADDITIONAL INFO.
3.10' LANDSCAPE STREET YARD REQUIRED PER SECTION 165-202.01-D.6.A OF COUNTY
CODE.
4.ANY SIGNAGE ASSOCIATED WITH DEVELOPMENT WILL REQUIRE SEPARATE
PERMITTING; NOT INCLUDED ON THIS PLAN.
5.A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED
BY VDOT PRIOR TO ISSUANCE OF VDOT LAND USE PERMITS FOR WORK WITHIN
PUBLIC RIGHT OF WAY. SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH
VDOT WAPM TTC-4.2.
6.ALL SHEETZ PARKING SPACES SURROUNDING BUILDING SHALL BE FLUSH WITH
PAVEMENT. WIPE DOWN 6" CURB OVER LAST 4' ABUTTING SIDEWALK.
7.SHEETZ PICK-UP LANE SHALL HAVE 6" CURB BETWEEN PAVEMENT AND BUILDING
FACE.
8.COLOR AND PATTERN OF STAMPED CONCRETE SIDEWALK SURROUNDING SHEETZ
SHALL BE COORDINATED WITH ARCHITECT.
9.BUMPERPOSTS SURROUNDING SHEETZ SHALL BE SET TWO (2) PER STALL, 5.0'
SPACING ON CENTER.
10.BOLLARDS SURROUNDING SHEETZ SHALL BE 6" IN DIAMETER AND SPACED 20.0' ON
CENTER.
11.HEAVY DUTY CONCRETE TO BE UTILIZED FOR ALL PADS AND PARKING AREAS. LIGHT
DUTY MAY BE UTILIZED FOR PEDESTRIAN-ONLY SIDEWALKS/AREAS.
MA
SOR
ASPHALT MILL & OVERLAY
6
1
April 6, 2023
HWWHLOADING
SHEETZFUEL &
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~6,139
S
F
Tanks E
E
CG-12B (TYP.)CARWASH TUNNELEQUIPMENT ROOMSPROPERTY LINE
FIRE LANE MARKINGS, TYP. SEE
MARKING OF FIRE LANES' NOTES
THIS SHEET.
R1-1 STOP SIGN
AND STOP BAR
R7-8, ACCESSIBLE
PARKING SIGN AND
STRIPING (TYP), SEE
DETAIL SHEET C9.02
6" SOLID WHITE LINE
R1-1 STOP SIGN
PROPOSED FIRE
HYDRANT
FIRE LANE MARKINGS, TYP. SEE
MARKING OF FIRE LANES' NOTES
THIS SHEET.
FUTURE CG-12B
CONNECTION
R1-1 STOP SIGN
AND STOP BAR
10.0'
CG-12B (TYP.)
ACCESSIBLE ROUTE (TYP.)
CG-12B (TYP.)
CG-12B (TYP.)
CG-12B (TYP.)
6.0'
R7-8, ACCESSIBLE PARKING
SIGN, SEE DETAIL SHEET C9.03
(FACING ALL DESIGNATED ADA
SPACES AROUND BUILDING)
R6-1(R) ONE WAY SIGN
SHAKA CLUB
STENCIL (TYP)
6" SOLID WHITE LINES
MARKING CROSSWALK,
SPACED WITH 10' CENTER GAP
ORDER STATION
MENU BOARD
CLEARANCE BARS
CAMERA, BOOM,
AND TRUSS SYSTEM
STOP/DO NOT ENTER
SIGNS & STOP BAR
STOP/DO NOT
ENTER SIGNS
D/T DIRECTIONAL
SIGNAGE
FREESTANDING SIGNAGE
IF MULTI-TENANT,
MAX HT = 12', MAX AREA = 50 SF
IF SINGLE-TENANT,
MAX HT = 25', MAX AREA = 150 SF
CAR WASH
DIRECTIONAL
SIGNAGE
R5-1 'DO NOT ENTER'
SIGNS AND TEXT
R1-1 STOP SIGN
AND STOP BAR
4" DOTTED WHITE LINE
(2' LINE, 4' GAP)
4" DOTTED WHITE LINE
(2' LINE, 4' GAP)
R5-1 'DO NOT ENTER'
SIGN AND DO NOT
ENTER BAR/TEXT
CLEARANCE BAR
D/T DIRECTIONAL
SIGNAGE
CG-12B (TYP.)
CAR WASH
DIRECTIONAL SIGNAGE
C4.02
LIFE SAFETY PLAN
SOR
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
MARKING OF FIRE LANES:
1.FIRE LANES SHALL BE DESIGNATED AND MARKED IN ACCORDANCE WITH FREDERICK
COUNTY'S STANDARD FOR DESIGNATION AND MARKING OF FIRE LANES. AN ON SITE VISIT
SHALL BE SCHEDULED WITH THE FIRE MARSHAL'S OFFICE PRIOR TO THE PLACEMENT OF
ANY SIGNS OR MARKINGS DESIGNATING A FIRE LANE. AN APPOINTMENT FOR THIS
PURPOSE CAN BE SCHEDULED BY CALLING 540-665-5618 AT LEAST 48 HOURS PRIOR.
2.FINAL APPROVAL SHALL BE OBTAINED FROM THE FIRE MARSHAL'S OFFICE PRIOR TO THE
PLACEMENT OF ANY SIGNS OR PAVEMENT MARKINGS DESIGNATING A FIRE LANE.
3.ALL MARKINGS SHALL BE MADE WITH RED, TRAFFIC GRADE PAINT, APPROPRIATE FOR THE
SURFACE TO WHICH IT WILL BE APPLIED.
4.ALL CURBS SHALL BE PAINTED YELLOW IN THE DESIGNATED FIRE LANES.
5.THE WORDS "NO PARKING FIRE LANE" SHALL BE MARKED EVERY 70 FEET ON CURBS WITH
A MINIMUM OF FOUR-INCH HIGH WHITE LETTERS. WHERE THERE IS A CURB ON BOTH
SIDES; THE CURB MARKINGS SHALL ALTERNATE EVERY 35 FEET.
6.IN AREAS WHERE THERE IS NO CURB ON THE OUTSIDE EDGE OF THE FIRE LANE; THE
OUTSIDE EDGE OF THE FIRE LANE SHALL BE INDICATED BY A SIX-INCH WIDE YELLOW LINE,
MARKED ON THE ASPHALT.
7.IN AREAS WHERE A CURB IS NOT PRESENT AT ALL; A SIX-INCH WIDE YELLOW LINE ON THE
PAVEMENT SHALL INDICATE BOTH EDGES OF THE FIRE LANE.
8.IN AREAS WHERE A CURB IS NOT PRESENT, THE PAVEMENT MARKINGS SHALL READ: 'FIRE
LANE NO PARKING' IN 18 INCH YELLOW LETTERS. THE MARKINGS SHALL BE PAINTED NO
MORE THAN 70 FEET APART IN THE DIRECTION OF TRAFFIC FLOW. IF THE TRAFFIC FLOWS
IN BOTH DIRECTIONS THE WORDS SHALL BE ALTERNATED EVERY 70 FEET.
SIGNAGE & STRIPING NOTES:
1.STOP SIGNAGE SHALL MATCH MUTCD STANDARDS FOR R1-1 , AND SHALL MEASURE
30"x30".
2.DO NOT ENTER SIGNAGE SHALL MATCH MUTCD STANDARDS FOR R5-1, AND SHALL
MEASURE 30"x30".
3.ONE WAY SIGNAGE SHALL MATCH MUTCD STANDARDS FOR R6-1(RIGHT), AND SHALL
MEASURE 54"x18".
4.ADA SIGNAGE SHALL MATCH CODE OF VIRGINIA SECTION 36-99.11, AND SHALL MEASURE
12"x18" WITH VAN ACC. PLAQUE MEASURING 12"x6".
5.STREET SIGNAGE SHALL BE MOUNTED SUCH THAT 7' OF CLEARANCE EXISTS BETWEEN
BOTTOM OF SIGN AND THE GROUND.
6.STREET SIGNS SHALL BE OF METAL CONSTRUCTION.
7.STREET SIGNS SHALL BE SECURELY MOUNTED TO THE POST, PERPENDICULAR TO THE
FLOW OF TRAFFIC.
8.STREET SIGN POSTS SHALL BE 2-IN, 14-GA SQUARE TUBE WITH BREAKAWAY BASE, IN
CONFORMANCE WITH VDOT STD. STP-1.
9.STREET SIGN POSTS SHALL BE PLACED SO THAT 24"-60" EXISTS BETWEEN EDGE OF SIGN
AND FACE OF CURB (NOT APPLICABLE TO ADA SIGNAGE, WHICH SHALL BE PLACED IN
ACCORDANCE WITH ASSOCIATED REGULATIONS).
10.UNLESS OTHERWISE NOTED, ALL LINES SHALL BE 4"-WIDE.
11.STOP BAR TO MEASURE 24"-WIDE, EXTEND FROM GUTTER PAN TO DRIVEWAY
CENTERLINE, AND BE PLACED SUCH THAT 4' EXISTS BETWEEN CLOSEST EDGE OF STOP BAR
AND EXTERIOR EDGE OF CROSSWALK.
12.DO NOT ENTER BAR TO MEASURE 24"-WIDE AND EXTEND FROM GUTTER PAN TO GUTTER
PAN.
13.STOP BAR, DO NOT ENTER BAR, AND CROSSWALK MARKINGS SHALL BE PREFORMED
THERMOPLASTIC (TYPE B, CLASS I ALKYD.).
14.ALL OTHER LINES AND TEXT SHALL BE TYPE A PAINT.
15.UNLESS OTHERWISE NOTED, ALL STRIPING AND TEXT SHALL BE WHITE IN COLOR.
16.UNLESS OTHERWISE NOTED, ALL TEXT SHALL MEASURE 12" IN HEIGHT.
17.COORDINATE WITH OWNER TO OBTAIN "SHAKA CLUB" STENCIL AND PAINT COLOR INFO.
18.ALL NON-STREET SIGNAGE SHALL REQUIRE SEPARATE SIGNAGE PERMIT DETAILING
COMPLIANCE WITH SIZE AND HEIGHT RESTRICTIONS, ETC. (BY OTHERS).
MA
SOR
ACCESSIBLE ROUTES:
1.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(ADA).
2.RUNNING SLOPES OF ACCESSIBLE PATHS SHALL NOT EXCEED 20:1 (H:V, 5%) EXCEPT
WHEN RUNNING ADJACENT TO ROADS / DRIVES THAT EXCEED THIS GRADE CONSTRAINT
UNAVOIDABLY.
3.CROSS-SLOPES OF ACCESSIBLE PATHS SHALL NOT EXCEED 50:1 (H:V, 2%) EXCEPT WHEN
CROSSING STOP-CONTROLLED ENTRANCES AND INTERSECTIONS.
4.ALL ACCESSIBLE PARKING AND LOADING ZONES SHALL NOT EXCEED 2% IN ANY
DIRECTION FOR FULL LENGTH AND WIDTH.
5.CONTRACTOR SHALL REVIEW ANY/ALL NOTED CONFLICTS WITH ENGINEER IN ADVANCE
OF PAVING ASPHALT/CONCRETE IN VICINITY OF ACCESSIBLE ROUTES.
April 6, 2023
HWWH18
LOADING
Tanks E
ECARWASH TUNNELEQUIPMENT ROOMSDISTANCE TO ADJACENT VDOT
INTERSECTION (CHAMBERSVILLE LANE)
318' (APPROX.)
507.2'
817
816
4+150+00 0+501+001+502+002+503+003+504+000+00
0+20
0+40
0+60
0+80
1+001+00
808
809
811
810813813 812813811811810811815 809
815
811 8128
1
3
8
1
3
814
8
1
4
415.0'
32.0'
ENTRANCE SIGH TRIANGLE - LOOKING LEFT
NORTHWESTERN TURNPIKE SHEETZFUEL & CONVENIENCESTOREEXISTING GRADE
SIGHT DISTANCE (415')
PROPOSED GRADE3.5' HEIGHT
OF EYE
3.5' HEIGHT
OF OBJECT
ENTRANCE SIGHT PROFILE - LOOKING LEFT
NORTHWESTERN TURNPIKE (US RTE 50)
ENTRANCE CENTER LINE PROFILE
NORTHWESTERN TURNPIKE (US RTE 50)
EXISTING GRADE
PROPOSED GRADE
EDGE OF EX. PAVEMENT
PARABOLIC CHANGE IN GRADE
PER VDOT CG-11
EX. FLOW LINE
5.0'EX. CG-7
CL
EDGE OF EX. PAVEMENT
48.0'
RIGHT TURN LANE
36.0'
THRU LANE
C4.03
ENTRANCE
DETAILS 1
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
NOTES:
1.A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED BY VDOT PRIOR TO ISSUANCE
OF VDOT LAND USE PERMITS FOR WORK WITHIN PUBLIC RIGHT OF WAY.
2.NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS PER VDOT STD. DETAIL WP-2.
3.BOTH ENTRANCES SHALL FOLLOW VDOT STD. CG-11 REQUIREMENTS.
5:1 VERTICAL EXAGGERATION
MA
SOR
ANTICIPATED TRIP GENERATION (source: ITE Trip Generation Manual, 10th ed.)
DEV ITE USE CODE ADT (VPD)AM PEAK (VPH)PM PEAK (VPH)
SHEETZ 945 3,286 200 224
HANG 10 948 780* 39** 78
* Assumes 10% of daily traffic occurs in peak hour (ITE rate not available)
** Assumes AM peak hour experiences 50% of PM peak hour traffic (ITE rate not available)
April 6, 2023
EE334.6'
190.8'
0+00
0+501+001+502+002+503+003+504+004+180+00
0+00
0+20
0+40
0+60
0+70808809811810
812
811
812809810ENTRANCE SIGH TRIANGLE - LOOKING RIGHT
BOTANICAL BOULEVARD
415.0'
32.0'
ENTRANCE SIGHT PROFILE - LOOKING RIGHT
BOTANICAL BOULEVARD
PROPOSED GRADE
EXISTING GRADE
SIGHT DISTANCE (418')
3.5' HEIGHT
OF EYE
3.5' HEIGHT
OF OBJECTENTRANCE CENTER LINE PROFILE
BOTANICAL BOULEVARD
EDGE OF EX. PAVEMENT
EXISTING GRADE
PROPOSED GRADE
PARABOLIC CHANGE IN GRADE
PER VDOT CG-11
CL
EX. FLOW LINE
24.0'
THRU LANE
0+00
0+500+00
0+501+001+502+002+503+003+504+004+160+00
0+20
0+40
0+60
0+70
812810
812810ENTRANCE SIGH TRIANGLE - LOOKING LEFT
BOTANICAL BOULEVARD
415.0'
636.8'
ENTRANCE CENTER
LINE ALIGNMENT
32.0'
ENTRANCE SIGHT PROFILE - LOOKING LEFT
BOTANICAL BOULEVARD
SIGHT DISTANCE (416')
PROPOSED GRADE
EXISTING GRADE
3.5' HEIGHT
OF EYE
3.5' HEIGHT
OF OBJECT
C4.04
ENTRANCE
DETAILS 2
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
NOTES:
1.A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED BY VDOT PRIOR TO ISSUANCE
OF VDOT LAND USE PERMITS FOR WORK WITHIN PUBLIC RIGHT OF WAY.
2.NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS PER VDOT STD. DETAIL WP-2.
3.BOTH ENTRANCES SHALL FOLLOW VDOT STD. CG-11 REQUIREMENTS.
5:1 VERTICAL EXAGGERATION
MA
SOR
April 6, 2023
E
ENYLOPLAS
T DO NO
T PO
LL
UT
EDRAINS
TO
W
AT
ERW
AY
S
FLOW DIREC
T
I
ON
DUCTILE IRONNYLOPLASTDO NOT
P
OLL
U
TE
D
RA
I
N
S
T
O
WA
T
ERW
A
YS
NYLOPLAST
DO NOT POLLUTE
DRAINS TO WA
T
E
R
W
A
Y
S
FLOW DIRECTION
DUCTILE IRON NYLOPLAST
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUTEDRAINS TO WATER
W
A
Y
S
FLOW DIRECTIONDUCTILE IRON
NYLOPLAS
T
DO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE
I
RON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
ST
DO N
OT
POL
LU
TEDRAINS T
O WA
TERWA
YS
FLOW D
I
R
ECT
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT PO
L
LUT
E
D
R
A
INS
T
O W
A
TE
R
WA
Y
S
NYLOPLAS
T DO NOT
PO
LLUTE
DRAINS
TO
WA
TE
RWAYS
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLASTDO NOT
P
OLL
U
TE
D
RA
I
N
S
T
O
WA
T
ERW
A
YS
NYLOP
L
A
ST
DO NOT P
O
L
LUTE
DRAINS TO
W
ATER
W
A
YS
FLOW D
I
RECT
I
O
N
DUCTILE IRONNYLOPLAST DO NOT POLLUTE
D
R
A
I
N
S
T
O
WATERW
A
Y
SNYLOPLASTDO NOT
POL
LUTEDRAIN
S TO WAT
ERWAY
S
FLOW DIREC
T
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AIN
S
TO
W
AT
E
RW
A
Y
S
NYLOPLAS
T DO NO
T PO
LLUT
EDRAINS
TO
W
AT
ERW
AYS
FLOW DIREC
T
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AIN
S
TO
W
AT
E
RW
A
Y
S
NYLOPLASTDO NOT POLLUTE
DRAINS TO WATERWAYSFLOW DIRECT
I
O
N
DUCTILE IRON
NYLOPLASTDO NOT PO
L
L
UTE
DRA
I
N
S T
O
WAT
E
RWA
Y
S
NYLOPL
A
ST
DO NOT P
O
LL
U
T
E
DRAINS T
O
W
A
TE
R
WA
Y
S
FLOW DIREC
T
I
O
N
DUCTILE IRON
NYLOPLAST DO NOT P
O
L
L
UT
E
D
R
AIN
S
T
O
WAT
E
R
W
A
YS
NYLOPL
AS
T
DO NO
T
PO
L
LU
T
E
DRAINS T
O
W
A
T
ER
WA
Y
S
FLOW DIR
EC
T
I
O
N
DUCTILE IRON
NYLOPLAST DO NOT POL
L
U
T
E
D
R
A
I
N
S
TO
W
A
T
E
R
W
A
Y
S
HWWHLOADING
Tanks2" STD. WATER METER & VAULT
6" SSWR PVC
PIPE SDR 35/26
2.5" DOMESTIC
WATER SERVICE LINE
(TO BUILDING)
30' FREDERICK WATER
EASEMENT (TYP.)
20.00'
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE
8' X 10' TRANSFORMER PAD.
TRANSFORMER PAD, COORDINATE
WITH ELECTRIC SERVICE PROVIDER
FOR SIZE AND DETAILS
30.00'
6" FIRE HYDRANT
ASSEMBLY (TYP.)
8" DI CL
5
2
(
T
Y
P
.
)
W
A
T
E
R
L
I
N
E
8" DI CL 52 (TYP.)WATER LINE206.73' OF 8" SSWR LINE PVC SDR 35/26 (TYP) @ 0.75%EX.SSWR MH # 1060
INV.IN PROPOSED PIPE (8"): 795.86
PROPOSED FREDERICK
WATER EASEMENT (TYP)
ELECTRIC SERVICE LINE, SEE
NOTE 15 & 16 THIS SHEET
CARWASH TUNNELEQUIPMENT ROOMSFFL: 813.252" PRIVATE DOMESTIC
WATER SERVICE LINE
FUTURE SANITARY
SEWER MANHOLE
SSWR MH 02
RIM:813.00
INV IN (6"): 805.00
INV. IN: 804.65
INV OUT: 804.45
SSWR MH 04
RIM.812.25
INV. IN (8"): 802.14
INV. OUT (8"): 801.94
SSWR MH 01
RIM:813.00
INV OUT (8"): 806.20
ELECTRIC SERVICE LINE, SEE NOTE 15
& 16 THIS SHEET . NEW 15' GENERAL
UTILITY EASEMENT SHOWN.
6' X 7' TRANSFORMER PAD. SEE SVEC
DETAIL ON SHEET C9.04.
SSWR MH 03
RIM:812.61
INV. IN (6"): 804.25
INV. IN (8"): 803.81
INV. OUT: 803.61
96.38' OF 8" SSWR LINE PVC
SDR 35/26 (TYP) @ 0.75%185.23' OF 8" SSWR LINE PVCSDR 35/26 (TYP) @ 0.75%8" X 6" REDUCER
2" GATE VALVE
WATER RECLAMATION TANKS
ASSOCIATED WITH ERS-100
SYSTEM. REFER TO PLUMBING
DRAWINGS FOR DETAILS. 6" PVC
CONNECTIONS @ INV 808.22.
SAND/OIL INTERCEPTOR (CLEAR FLOW
TJ-1000 OR APPROVED EQUAL). REFER
TO PLUMBING DRAWINGS FOR DETAILS.EX. 20" WATER MAIN (TYP.)FREDERICK WATER EASEMENT
FOR FUTURE CONTINUATION
OF WATER AND SEWER
8" FUTURE WATER STUB WITH 8"
CAP AND FLUSHING ASSEMBLY.
PRE-BLAST 15' BEYOND
UTILITY STUB LOCATION
PRE-BLAST 25' BEYOND
UTILITY STUB LOCATION
1. CONTRACTOR SHALL PERFORM TEST PITS
ON EXISTING FREDERICK WATER FACILITIES IN
COORDINATION WITH THE FREDERICK WATER
INSPECTOR. REPORT FINDINGS TO OWNER'S
ENGINEER FOR REVIEW.
2. EXISTING FREDERICK WATER FACILITIES
SHALL BE ADJUSTED TO GRADE BY
CONTRACTOR PER FREDERICK WATER'S
INSPECTORS REQUIREMENTS.
6" GATE VALVE
SSWR MH 05
RIM.810.40
RIN.IN (8"): 801.25
INV. OUT (8"): 801.05
SSWR MH 06
RIM:809.25
INV.IN (8"): 800.56
INV. OUT (8"): 800.36
92.08' OF 8" SSWR PVC SDR
35/26 LINE @ 0.75%, P4 65.97' OF 8" SSWR PVC SDR
35/26 LINE @ 0.75%, P5 56.60' OF 8" SSWR PVC SDR
35/26 LINE @ 7.96%, P6
ELECTRIC SERVICE LINE, SEE
NOTE 15 & 16 THIS SHEET
2" DOMESTIC WATER SERVICE LINE
(METER TO BLDG)
8" FUTURE WATER STUB WITH 8"
CAP AND FLUSHING ASSEMBLY.
20' PUBLIC SANITARY
SEWER EASEMENT
EXTEND 6" MAIN AND
RELOCATE HYDRANT INTO
GRASS BUFFER BETWEEN
CURB AND SIDEWALK. SEE
NOTE 19, THIS SHEET.
REMOVE EX. WATER SERVICE.
SEE NOTE 20, THIS SHEET.
8' X 15' GENERAL UTILITY EASEMENT
6" BOOTS (2)
INV: 808.47
CO INV: 808.65
CO INV: 808.37
CO INV: 807.63
CO INV: 807.38
1.5" STD. WATER METER & VAULT
2" GATE VALVE
2" DOMESTIC WATER SERVICE LINE
w/ 6" SCH 40 PVC SLEEVE (TO METER)
CO INV:
808.25
CO INV:
806.50
CO INV:
806.00
6" BOOT, INV: 807.55
2" DOMESTIC WATER SERVICE LINE
w/ 6" SCH 40 SLEEVE (MAIN TO METER)
C5.01
UTILITY PLAN
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
UTILITY NOTES:
1.CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND
SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION.
2.CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY
FREDERICK WATER.
3.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE
COORDINATED WITH FREDERICK WATER’S INSPECTOR.
4.UTILITY INSTALLATIONS SHALL BE CONDUCTED IN OSHA SAFE TRENCH
INCLUDING ALL REQUIRED TRAFFIC CONTROL.
5.ALL WORK ON EXISTING WATER MAINS (VALVE OPENINGS/CLOSURES, ETC.)
SHALL BE PERFORMED IN THE PRESENCE OF A PUBLIC UTILITIES INSPECTOR.
5.SANITARY SEWER LATERALS SHALL BE SDR 35/26 PLACED WITH A MINIMUM
COVER OF 36". REFER TO PLUMBING PLANS FOR LINE SIZING (UNMARKED SHALL
BE 6").
6.SANITARY CLEANOUT LIDS PLACED WITHIN DRIVE WAY OR PARKING LOT SHALL
BE H-20 TRAFFIC RATED.
7.GRAVITY SEWER LINES HAVING A SLOPE OF 17% OR GREATER SHALL BE
CONCRETE ANCHORED.
8.CONNECTION BETWEEN NEW PIPE AND EXISTING MANHOLE SHALL BE MADE BY
KOR-N-SEAL.
9.FREDERICK WATER’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL
WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR’S
RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
BEFORE A PERMANENT METER IS INSTALLED:
A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED
WITH THE YOKE BAR.
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE.
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL
BE BETWEEN 20 AND 23 INCHES.
D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER
WORKING ORDER.
10.FOR SERVICES THAT CONNECT TO EXISTING LINES:
a.FREDERICK WATER SHALL FURNISH AND INSTALL:
i.ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES
ii.ALL SEWER SERVICES.
b.THE OWNER/DEVELOPER SHALL:
i.COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF
THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT.
ii.SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES
11.WATER SERVICE LATERAL TO BE PLACED WITH A MINIMUM COVER OF 48".
12.WATER SERVICE LATERALS SHALL BE CLASS 200 (200PSI) COPPER TUBING SIZE
(CTS) POLYETHYLENE TUBING (PET OR PEX) PIPE WITH STAINLESS STEEL INSERTS
AT ALL CONNECTION.
13.CONTRACTOR SHALL COIL DOMESTIC WATER SERVICE LINES IN LIEU OF BENDS.
14.ALL WATER AND SEWER WORK SHALL COMPLY WITH FREDERICK WATER
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
15.CONNECTION TO EXISTING WATER MAIN SHALL BE MADE BY CONTRACTOR.
16.CONTRACTOR IS RESPONSIBLE FOR PRIMARY ELECTRIC DITCH, CONCRETE PAD
AND TRANSFORMER. COORDINATE SERVICE LINE WITH OWNER AND POWER
SERVICE COMPANY.
17.CONTRACTOR IS RESPONSIBLE FOR SECONDARY SERVICE AND MOUNTING
METER BASE AND/OR CT CABINET.
18.TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER, SEWER, GAS
OR ELECTRIC, EXCEPTING REQUIRED STREET TREES WITHIN PROPOSED
FREDERICK WATER EASEMENT LOCATED ALONG ROUTE 50 FRONTAGE,
RESERVED FOR FUTURE EXTENSIONS (PROFFERED PLANTINGS SHOWN ON C7.01
HAVE BEEN CLEARED WITH FREDERICK WATER IN ADVANCE OF THIS PLAN
PREPARATION).
19.HYDRANT RELOCATION: CONTRACTOR SHALL INSTALL NEW FIRE HYDRANT AND
FURNISH EXISTING HYDRANT TO THE FREDERICK WATER INSPECTOR. NEW FULL
JOINT OF 6" DIP CL 52 IS REQUIRED TO EX. GATE VALVE.
20.EX. METER REMOVAL: CONTRACTOR SHALL REMOVE EXISTING WATER SERVICE
FROM MAIN AND INSTALL A FULL CIRCLE STAINLESS STEEL WRAP AROUND OVER
HOLE. COORD. WATER MAIN SHUTDOWN WITH WATER MAIN CUT-IN.
21.CONTRACTOR SHALL COORDINATE FINISHED GRADES AT WATER METERS WITH
FREDERICK WATER INSPECTORS TO ENSURE COMPATIBILITY WITH DETAIL. IN
GENERAL, GRADES ABOVE METERS SHALL BE LEVEL AND FLUSH WITH MH LIDS.
22.WATER SERVICE LATERALS, FROM MAIN TO METER, SHALL BE SLEEVED UNDER
THE CENTRAL DRIVE AISLE IN A 6"-DIA PIPE, SCH 40 OR SDR 21. REFER TO "JACK
AND BORE" DETAIL ON SHEET C9.04.
AKM
SOR
April 6, 2023
EE2+65
0+00
0+50
1+00
1+50
2+00
2+50
3+110+000+50
1+001+502+002+503
+
0
0
NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE IR
O
N
NYLOPL
A
S
T
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLO
PL
ASTDO NOT
PO
LL
UTE
DRA
IN
S
TO
WA
TERW
AYS
FLOW DIR
E
CT
I
O
NDUCTILE IRONNYLOPLAST
DO NOT
P
OL
L
U
TE
DR
A
IN
S
TO
WA
T
E
RW
A
YS
NYLOP
LA
STDO NOT
PO
LLU
TE
DRA
I
NS
T
O
WA
TER
WAY
S
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLAST
DO NOT PO
L
LU
T
E
D
R
A
IN
S
TO
W
AT
E
RW
A
Y
S
NY
L
O
P
LA
S
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DO
N
O
T
P
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L
U
T
E
DR
A
I
N
S
T
O
W
A
T
ERWAY
S
FLOW D
I
RE
C
T
I
O
NDUCTILE IRON NYLOPLAST
DO NO
T
P
O
LL
U
T
E
D
RA
I
NS
TO
W
A
TE
R
W
A
Y
S
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE
I
RO
N
NYLOPLAS
TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE
I
RO
N
NYLOPLAS
TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IR
O
N
NYLOPLA
S
T
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE
I
RO
NNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE
I
RO
NNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DO NOT POLLUTE
DRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IRO
N
NYLOPLA
S
T
DO NOT POLLUTE DRAINS T
O W
A
TE
R
WAYS HWWH
LOADINGTanks
8" DI CL52 WATER LINE8" DI CL52 WATER LINE
6" DI CL52
WATER LINE
8" FUTURE WATER STUB
WITH 8" CAP AND
FLUSHING ASSEMBLY.
CONNECT WITH EXISTING WATER LINE
WITH 8" GATE VALE. REFER TO ALL
NOTES THIS SHEET. CONTRACTOR TO
FIELD VERIFY LOCATION, SIZE AND
ELEVATION PRIOR TO START OF WORK,
NOTIFY ENGINEER OF ANY POTENTIAL
DESIGN CONFLICTS.
SHEETZ
FUEL & CONVENIENCE STORE
WATER ALIGNMENT 1
WATER ALIGNMENT 2
PROPOSED
ELECTRICAL LINE
TRANSFORMER PAD
PROPOSED 8" SANITARY
SEWER MAIN LINE
2.5" PRIVATE WATER
LATERAL LINE
2" WATER METER
6" FIRE HYDRANT
ASSEMBLY (TYP.)
30' PUBLIC UTILITY
EASEMENT
2" PRIVATE WATER
LATERAL LINE
1.5" WATER METER
8" X 6" REDUCER
2" DOMESTIC WATER
SERVICE LINE
EX.20" WATER MAIN (TYP.)
8" FUTURE WATER STUB WITH 8"
CAP AND FLUSHING ASSEMBLY.
25.0'
PRE-BLAST 25' BEYOND
UTILITY STUB LOCATION
2" WATER MAIN FLUSHING ASSEMBLY
PER FREDERICK WATER STD. DETAIL
AVAILABLE ON SHEET C9.04.
15.0'
PRE-BLAST 15' BEYOND
UTILITY STUB LOCATION
8" DI CL52WATER LINEFREDERICK WATER EASEMENT
FOR FUTURE CONTINUATION
OF WATER AND SEWER EXISTING 20' FCSA WATER &
SANITARY SEWER EASEMENT
INSTRUMENT No. 080006461
6" GATE VALVE
STA: 2+10.76
8IN X 8IN X 8IN X 8IN CROSS
STA: 0+42.93
8 IN X 8 IN GATE VALVE
8 IN X 8 IN DUCTILE IRON, CL52
STA: 2+92.65
8 IN X 8 IN 45.00° ELBOW
8 IN X 8 IN DUCTILE IRON, CL52
STA: 3+03.05
6 IN X 6 IN GATE VALVE
STA: 0+52.39
8 IN X 8 IN GATE VALVE 6 IN X 6 IN DUCTILE IRON, CL52
8 IN X 8 IN
D
U
C
T
I
L
E
I
R
O
N
,
C
L
5
2
6 IN X 6 IN DUCTILE IRON, CL52
8" FUTURE WATER LINE STUB.
WITH 8" CAP AND FLUSHING
ASSEMBLY.
STA: 3+10.22 FIRE
HYDRANT ASSEMBLY
(TYP.)
EXISTING GRADE
PROPOSED GRADE
4.7'
8" SEWER LINE
CROSSING
ELECTRICAL LINE
CROSSING
3.5'
1.5'
4.4'
6" SEWER LINE
CROSSING
STA: 2+96.33
8" X 6" REDUCER
5.01'
4.1'
STA: 0+03.42
8 IN X 8 IN GATE VALVE
STA: 2+10.76
8IN X 8IN X 8IN X 8IN CROSS
8 IN X 8 IN D
U
C
T
I
L
E
I
R
O
N
,
C
L
5
2
STA: 2+15.78
8 IN X 8 IN GATE VALVE
STA: 2+05.93
8 IN X 8 IN GATE VALVE
7.10'
PROPOSED GRADE EXISTING GRADECONNECT WITH EXISTING WATER LINE.
REFER TO NOTES THIS SHEET.
CONTRACTOR TO FIELD VERIFY
LOCATION, SIZE AND ELEVATION PRIOR
TO START OF WORK, NOTIFY ENGINEER
OF ANY POTENTIAL DESIGN CONFLICTS.
18" STORM LINE
CROSSING
1.5'
4.2'
8" SEWER LINE
CROSSING
1.5'
8" FUTURE WATER LINE
STUB. WITH 8" CAP AND
FLUSHING ASSEMBLY.
C5.02
WATER SUPPLY
PLAN & PROFILE
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
UTILITY NOTES:
1.CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND
SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION.
2.CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY
FREDERICK WATER.
3.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE
COORDINATED WITH FREDERICK WATER’S INSPECTOR.
4.UTILITY INSTALLATIONS SHALL BE CONDUCTED IN OSHA SAFE TRENCH INCLUDING
ALL REQUIRED TRAFFIC CONTROL.
5.ALL WORK ON EXISTING WATER MAINS (VALVE OPENINGS/CLOSURES, ETC.) SHALL
BE PERFORMED IN THE PRESENCE OF A PUBLIC UTILITIES INSPECTOR.
6.FREDERICK WATER’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL
WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR’S
RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
BEFORE A PERMANENT METER IS INSTALLED:
A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED
WITH THE YOKE BAR.
B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE.
C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE
BETWEEN 20 AND 23 INCHES.
D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER
WORKING ORDER.
7. FOR SERVICES THAT CONNECT TO EXISTING LINES:
a.FREDERICK WATER SHALL FURNISH AND INSTALL:
i.ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES
ii.ALL SEWER SERVICES.
b.THE OWNER/DEVELOPER SHALL:
i.COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF
THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT.
ii.SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES
8. WATER SERVICE LATERAL TO BE PLACED WITH A MINIMUM COVER OF 48".
9. WATER SERVICE LATERALS SHALL BE CLASS 200 (200PSI) COPPER TUBING SIZE
(CTS) POLYETHYLENE TUBING (PET OR PEX) PIPE WITH STAINLESS STEEL INSERTS
AT ALL CONNECTION.
10. CONTRACTOR SHALL COIL 2" WATER SERVICE LINE.
11. ALL WATER AND SEWER WORK SHALL COMPLY WITH FREDERICK WATER
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
12. CONNECTION TO EXISTING WATER MAIN SHALL BE MADE BY CONTRACTOR.
PROFILE - WATER LINE ALIGNMENT 1 (FUTURE STUB TO FIRE HYDRANT)
5:1 VERTICAL EXAGGERATION
PROFILE - WATER LINE ALIGNMENT 2 (CONNECTION POINT TO TEE)
AKM
SOR
WATER MAIN CONNECTION NOTES:
1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S
REQUIREMENTS.
2.INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK
WATER REQUIREMENTS PRIOR TO SHUT DOWN.
3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN
TIME.
4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK
WATER INSPECTOR'S REQUIREMENTS.
5.PREPARE A WATER SHUTDOWN PLAN SATISFACTORY TO THE FREDERICK WATER
INSPECTOR. FIREWATCH, NIGHT TIME WORK AND ETC MAY BE REQUIRED.
6.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR'S, FREDERICK
COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN
ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.
7.CUT-IN (2) 20" GV'S, (1) 8" GV, (1) 20X8 MJ TEE, AND (2) MJ LONG SOLID SLEEVES
BY CONTRACTOR.
April 6, 2023
EE0+000+501+001+502+002+503+003+504+004+505+00
5+50
6+00
6+50
7+007+03 NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE IR
O
N
NYLOPL
A
S
TDO NOT POLLUTE DRAINS TO WATERWAYS
NYLO
PLA
ST
DO NO
T
PO
LLU
TEDRAINS
TO
WAT
ERW
AYS
FLOW D
I
R
EC
T
I
ON
DUCTILE IRON NYLOPLAST
DO NOT
P
OL
L
U
TE
DR
A
IN
S
TO
WA
T
E
RW
A
YS
NYLOP
LA
STDO NOT
PO
LLU
TE
DRA
I
NS
T
O
WA
TER
WAY
S
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AI
N
S
T
O
WA
T
E
RW
A
YS
NY
L
O
P
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T
DO
N
O
T
POL
L
UTEDRAIN
S
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O
WA
T
E
R
W
A
YS
FLOW
D
I
R
E
C
T
I
O
N
DUCTILE IRON NYLOPLAST
DO NO
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
ER
WA
Y
S
NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR
O
N
NYLOPLAS
T
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR
O
N
NYLOPLAS
T
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE
I
R
O
N
NYLOPLAS
T
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IR
O
N
NYLOPLAS
TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE
I
RO
N
NYLOPLAS
TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DO NOT POLLU
TE
DRAINS TO WATER
WAYS
FLOW DIRECTION
DUCTILE IR
O
N
NYLOPL
A
S
TDO NOT POLLUTE DRAINS TO W
A
T
ER
W
AYS HWWH
LOADINGTanks
206.73' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P1
92.08' OF 8" SSWR PVC SDR
35/26 LINE @ 0.75%, P-4
EX. SSWR MH # 1060
INV. IN PROPOSED PIPE (8"): 795.86
SSWR MH 02
RIM: 813.00
INV. IN (6"): 805.00
INV. IN: 804.65
INV. OUT: 804.45
SSWR MH 04
RIM: 812.25
INV. IN (8"): 802.14
INV. OUT (8"): 801.94
96.38' OF 8" SSWR PVC SDR
35/26 LINE @ 0.75%, P2
SSWR MH 01
RIM: 813.00
INV. OUT (8"): 806.20
6" PRIVATE SEWER
LATERAL LINE, SEE
SHEET C5.01
PROPOSED
ELECTRICAL LINE
6" PRIVATE SEWER
LATERAL LINE
PROPOSED 8" WATER
MAIN LINE
SHEETZ
FUEL & CONVENIENCE STORE
PROPOSED
ELECTRICAL LINE
SSWR MH 03
RIM: 812.61
INV. IN (6"): 804.25
INV. IN: 803.81
INV. OUT: 803.61
185.23' OF 8" SSWR PVC SDR 35/26 LINE @ 0.75%, P3
PROPOSED GREASE
TRAP BY OTHERS
PRE-BLAST 15' BEYOND
UTILITY STUB LOCATION
PRE-BLAST 25' BEYOND
UTILITY STUB LOCATION
65.97' OF 8" SSWR PVC SDR
35/26 LINE @ 0.75%, P-5
56.60' OF 8" SSWR PVC SDR
35/26 LINE @ 7.96%, P-6
SSWR MH 06
RIM: 809.25
INV. IN (8"): 800.56
INV. OUT (8"): 800.36
EXISTING 20' FCSA WATER &
SANITARY SEWER EASEMENT
INSTRUMENT No. 080006461
SSWR MH 05
RIM: 810.40
INV. IN (8"): 801.25
INV. OUT (8"): 801.05
7.54'
7.44'
90°'
PROPOSED GRADE
EXISTING GRADE
8" WATER LINE
CROSSING
EX. INV IN 795.61 (10" PVC)
EX. IN OUT: 795.46 (10" PVC
ELECTRICAL
LINE CROSSING 15" STORM
LINE CROSSING
3.56'
4.7'
15" STORM
LINE CROSSING
7.31'
CORE DRILL TO BE DONE BY
CONTRACTOR, SEE NOTE 7
THIS SHEET
8" WATER LINE
CROSSING
4.3'
C5.03
SANITARY PLAN &
PROFILE
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
PROFILE - SANITARY SEWER MAIN LINE (MH 01 TO EX. MH 1060)
5:1 VERTICAL EXAGGERATION
UTILITY NOTES:
1.CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND
SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION.
2.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE
COORDINATED WITH FREDERICK WATER’S INSPECTOR.
3.UTILITY INSTALLATIONS SHALL BE CONDUCTED IN OSHA SAFE TRENCH INCLUDING
ALL REQUIRED TRAFFIC CONTROL.
4.SANITARY SEWER LATERALS SHALL BE 6" SDR 35/26 PLACED WITH A MINIMUM
COVER OF 36"
5.SANITARY CLEANOUT LIDS PLACED WITHIN DRIVE WAY OR PARKING LOT SHALL BE
H-20 TRAFFIC RATED.
6.GRAVITY SEWER LINES HAVING A SLOPE OF 17% OR GREATER SHALL BE CONCRETE
ANCHORED.
7.CONNECTION BETWEEN NEW PIPE AND EXISTING MANHOLE SHALL BE MADE BY
KOR-N-SEAL.
8.FOR SERVICES THAT CONNECT TO EXISTING LINES:
a.FREDERICK WATER SHALL FURNISH AND INSTALL:
i.ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES
ii.ALL SEWER SERVICES.
b.THE OWNER/DEVELOPER SHALL:
i.COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF
THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT.
ii.SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES
9. ALL WATER AND SEWER WORK SHALL COMPLY WITH COUNTY OF FREDERICK
PUBLIC WORKS CONSTRUCTION SPECIFICATIONS AND STANDARDS.
10.VERTICAL BENDS ON LATERALS SHALL BE MINIMUM 10' AWAY FROM MAIN /OFF
FREDERICK WATER EASEMENT.
11.NO TREES SHALL BE PLANTED WITHIN EASEMENTS FOR WATER, SEWER,
ELECTRICAL, OR GAS, EXCEPTING THOSE TREES SHOWN ON SHEET C7.01 WITHIN
THE 50' BUFFER ALONG ROUTE 50, WHICH IS GOVERNED BY PROFFERED
CONDITIONS AND HAS BEEN CLEARED AS SHOWN BY FREDERICK WATER.
AKM
SOR
GREASE TRAP/OIL WATER SEPARATOR NOTES:
1.TANK SECTIONS SHALL BE BOLTED TOGETHER.
2.WATERTIGHT BOLT DOWN FRAME AND COVERS ARE REQUIRED.
3.PENETRATIONS SHALL HAVE BOOTS.
4.CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONS WITH BOTH
FREDERICK COUNTY INSPECTIONS DEPARTMENT AND FREDERICK WATER.
ANTICIPATED PUBLIC UTILITY SERVICE USAGE:
SHEETZ 3,500 GPD
HANG 10 CAR WASH 7,500 GPD
Total 11,000 GPD
April 6, 2023
E
EHWWHEQUIPMENT ROOM103TUNNEL104RESTROOM102LOBBY100OFFICE101DOG WASH105MAT WASH10618
LOADING
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE
~6,139
S
F
Tanks817
816
81
2
808
809
811
NYLOPLAST DO NOT
PO
LLUTE
DRAINS
TO
WATE
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DUCTILE IRONNYLOPLASTDO NOT POL
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DR
A
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NYLOPLAST
DO NOT POLLUT
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W
A
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S
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DR
A
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S
T
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W
A
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R
W
A
Y
S
NYLOPLAST
DO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE
I
R
O
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDO NOT POLLUTE
DRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IR
O
N
NYLOPLAS
T
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS
T DO NO
T PO
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DUCTILE IRONNYLOPLASTDO NOT P
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W
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S
NYLOPLAST
DO N
OT
POL
LU
TEDRAINS T
O WA
TERWA
YS
FLOW DIR
E
CTI
O
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
UTE
DR
A
I
NS
T
O
W
A
T
ER
W
AY
S
NYLOPLA
S
T
DO NOT POL
L
U
TE
DRAINS TO W
A
T
ERWAY
S FLOW DIRE
C
TION
DUCTILE IRON
NYLOPLAST DO NOT POL
L
U
T
E DRA
I
N
S
T
O
W
A
T
E
RWAYSNYLOPLASTDO NOT
PO
LLUTE
DRAINS
TO
WA
TE
RWAYS
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLASTDO NOT
P
OLL
U
TE
D
RA
I
N
S
T
O
WA
T
ERW
A
YS
NYLOPLAST DO NOT
PO
LLUTE
DRAINS
TO
WA
TE
RWAYS
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
UTE
DR
A
I
NS
T
O
W
A
T
ER
W
AY
S
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIREC
T
I
ON
DUCTILE IRO
N
NYLOPLASTDO NOT P
O
L
LU
T
E
DR
A
I
NS
T
O
WA
T
ERW
A
YSNYLOPLA
S
T
DO NO
T
PO
L
LU
T
E
DRAINS T
O
WA
T
ER
W
AY
S
FLOW DIR
E
CTI
O
N
DUCTILE IRON
NYLOPLAST DO NOT PO
L
L
U
TE
D
R
A
I
NS
T
O
W
ATE
R
W
A
Y
S
NYLOP
L
AS
T
DO NOT
P
OL
L
UT
E
DRAINS
TO
WA
T
E
R
W
AY
S
FLOW DIREC
TIO
N
DUCTILE IRO
N
NYLOPLAST DO NOT POLL
U
T
E
DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
810813812813 812813811811 8138
1
3
812813810
811810 8118118128
1
3
815811
812
809
815
810814
811
812
813813814814814 1.CONTRACTOR SHALL PERFORM TEST PITS ON
EXISTING FREDERICK WATER FACILITIES IN
COORDINATION WITH THE FREDERICK WATER
INSPECTOR. REPORT FINDINGS TO OWNER'S
ENGINEER FOR REVIEW.
2.EXISTING FREDERICK WATER FACILITIES SHALL
BE ADJUSTED TO GRADE BY CONTRACTOR PER
FREDERICK WATER'S INSPECTORS REQUIREMENTS.EQUIPMENT ROOMSFFL: 813.25CAR WASH TUNNELSHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE (
~
6
,
1
3
9
S
F
)
FFL: 81
2
.
0
0
C6.01
GRADING PLAN
Feet
0 30 60
SCALE: 1" = 30'-0"
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
GRADING NOTES:
1.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PAD FOOTPRINT
AT ALL TIMES; CROWN PAD AS NECESSARY IN TIMES OF PROJECT DORMANCY.
2.DUMPSTER PAD SHALL SLOPE TOWARDS PAVEMENT @ 1.5% MIN.
3.ADA PARKING AND LOADING SPACE SHALL SLOPE NO MORE THAN 2.0% IN ANY DIRECTION.
ALL SIDEWALK SHALL HAVE 2.0% MAX CROSS SLOPE, 5.0% MAX RUNNING SLOPE, EXCEPTING
CURB RAMPS WHICH SHALL COMPLY WITH VDOT CG-12 STANDARDS.
RETAINING WALL NOTES:
1.WALLS SHALL BE CONSTRUCTED WITH SEGMENTAL BLOCK UNITS (ANCHOR DIAMOND PRO OR
EQUAL AS APPROVED BY OWNER) WITH GEOSYNTHETIC REINFORCING WHERE REQUIRED BY DESIGN.
SET TOP AND BOTTOM OF WALL PER GRADES INDICATED ON PLANS. THE DESIGN OF THE WALLS
SHALL BE DELEGATED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED
BY AN ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA FOR APPROVAL PRIOR TO
CONSTRUCTION.
2.WALLS SHALL BE CONSTRUCTED USING SM OR MORE GRANULAR BACKFILL WITH AN MAX ACTIVE
EQUIVALENT FLUID PRESSURE OF 32 PSF PER FOOT OF HEIGHT. GEOTECHNICAL ENGINEER OF
RECORD SHALL APPROVE BACKFILL PRIOR TO CONSTRUCTION.
3.ANY PORTION OF THE RETAINING WALL OVER THREE (3) FEET IN HEIGHT SHALL INCLUDE A FENCE
(NOT SHOWN ON THESE PLANS) AT LEAST FORTY-TWO (42) INCHES HIGH ALONG THE TOP TO
PROTECT PERSONS FROM INJURY DUE TO FALLING. THE FENCE TYPE AND LAYOUT SHALL BE
APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. FENCE INSTALLATION TO UTILIZE SLEEVE-IT
FENCE POST ANCHORING SYSTEM.
4.PROVIDE AN INTERNAL DRAINAGE SYSTEM DESIGNED TO REMOVE INCIDENTAL WATER THAT
INFILTRATES INTO THE SOIL BEHIND THE WALL.
AKM
April 6, 2023
E
E
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE (
~
6
,
1
3
9
S
F
)
FFL: 81
2
.
0
0
HWWHEQUIPMENT ROOM103TUNNEL104RESTROOM102LOBBY100OFFICE101DOG WASH105MAT WASH10618
LOADING
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE
~6,139
S
F
Tanks817
816
81
2
808
809
811
NYLOPLAST DO NOT
PO
LLUTE
DRAINS
TO
WATE
RWAYS
FLOW DIR
E
CTI
O
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
UTE
DR
A
I
NS
T
O
W
A
TER
W
AY
S
NYLOPLAST
DO NOT POLLUT
E
DRAINS TO WA
T
E
R
W
A
Y
S
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE
I
R
O
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLASTDO NOT POLLUTE
DRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IR
O
N
NYLOPLAS
T
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NO
T PO
LLUT
EDRAINS
TO
W
ATERW
AYS
FLOW DIREC
T
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AIN
S
TO
W
AT
E
RW
A
Y
S
NYLOPLAST
DO N
OT
POL
LU
TEDRAINS T
O WA
TERWA
YS
FLOW DIR
E
CTI
O
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
UTE
DR
A
I
NS
T
O
W
A
T
ER
W
AY
S
NYLOPLA
S
T
DO NOT POL
L
U
TE
DRAINS TO W
A
T
ERWAY
S FLOW DIR
E
C
TION
DUCTILE IRON
NYLOPLAST DO NOT POL
L
U
T
E DRA
I
N
S
T
O
W
A
T
E
RWAYSNYLOPLAS
T DO NOT
PO
LLUTE
DRAINS
TO
WA
TE
RWAYS
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLASTDO NOT
P
OLL
U
TE
D
RA
I
N
S
T
O
WA
T
ERW
A
YS
NYLOPLAST DO NOT
PO
LLUTE
DRAINS
TO
WA
TE
RWAYS
FLOW DIRE
C
T
IO
N
DUCTILE IRONNYLOPLASTDO NOT
P
OLL
U
TE
D
RA
I
N
S
T
O
WA
T
ERW
A
YS
NYLOPLASTDO NOT
POLL
UTE DRAINS TO WATERWAYS
FLOW DIREC
T
I
ON
DUCTILE IRO
N
NYLOPLASTDO NOT P
O
L
LU
T
E
DR
A
I
NS
T
O
WA
T
ERW
A
YSNYLOPLA
S
T
DO NO
T
PO
L
LU
T
E
DRAINS T
O
WA
T
ER
W
AY
S
FLOW DIRECTI
O
N
DUCTILE IRON
NYLOPLAST DO NOT PO
L
L
U
T
E
D
R
A
I
NS
T
O
W
A
TE
R
W
A
Y
S
NYLOP
L
AS
T
DO NOT
P
OL
L
UT
E
DRAINS
TO
WA
T
ER
W
AY
S
FLOW DIRE
C
TIO
N
DUCTILE IRO
N
NYLOPLAST DO NOT POLL
U
T
E
D
RA
I
N
S
T
O W
A
T
E
R
WA
Y
S
810813812813 812813811811 8138
1
3
812813810
811810 8118118128
1
3
815811
812
809
815
810814
811
812
813813814814814
EQUIPMENT ROOMSFFL: 813.25CAR WASH TUNNELTC: 15.80
TC: 13.30TC: 13.20
TC: 13.00
TC: 10.33
TC: 12.10
TC: 13.45
TC: 16.00
TC: 13.65
TC: 13.42
TC: 14.42 (HP)
TC: 14.00
TC: 14.00
TC: 13.80
TC: 12.33 TC: 12.85
TC: 12.10
TC: 11.37
TC: 11.70
TC: 13.00
TP: 11.75
TC: 13.15
TP: 11.50
TP: 11.45
TC: 11.80
TC: 12.75
TC: 12.90
TC: 13.50
TC: 09.50
TW: 10.00
BW: 09.00
TW: 09.00
BW: 08.50
TW: 11.50
BW: 11.00
TW: 14.25
BW: 12.00
TW: 12.00
BW: 11.00
TC: 09.90
TC: 11.10
TC: 11.00
TC: 11.50
TC: 11.20
TC: 11.70
TP: 11.84
TP: 12.10
TP: 11.84
TP: 11.54
TP: 11.44
TP: 11.64
TP: 11.84
TP: 10.75
TC: 10.72
TC: 10.00
TP: 10.10
TC: 10.30
TC: 10.10
TP: 11.83
TP: 11.83
TP: 11.65
TP: 11.80
TP: 11.45
TP: 11.60
TC: 11.40 (HP)
TC: 11.96
TC: 12.60
TP: 10.95
TC: 12.80
TC: 11.80
TS: 11.70
TC: 12.70
TC: 11.28
TC: 11.18
TC: 11.00
TC: 10.88
TC: 10.43
TP: 10.20
TP: 10.00
TW: 09.50
BW: 07.75
TC: 11.70
TC: 11.75
TC: 13.50
TC: 14.52 (HP)
TC: 13.20
TC: 13.80
TC: 14.40
TC: 14.95 (HP)
TC: 14.18
TC: 14.80
TC: 13.76
TC: 14.40
TC: 13.70
TC: 13.80
TC: 13.30
TC: 13.20
TC: 13.42
TP: 12.79
TP: 12.52
TC: 13.74
TP: 13.08
TC: 14.70TC: 14.00
TC: 13.10
TC: 13.10
TC: 13.34 TC: 13.20
TP: 12.96
TC: 13.60
TC: 14.15
TC: 13.40
TC: 13.75
TS: 13.10
TS: 13.10
TC: 13.45
TC: 14.25
TC: 12.42
TC: 13.60
FIRST 6 LF @ 2% DOWNSLOPE
OUT OF TUNNEL
FIRST 20 LF @ 1.5%
DOWNSLOPE TO TUNNEL
TC: 13.15
TS: 13.34
TC: 12.10
TC: 13.25
TC: 13.15
TC: 13.27
SLOPE PAD 1%
TOWARDS DRIVE
TC: 12.75
TC: 12.90
TC: 12.70
C6.01A
SPOT ELEVATIONS
Feet
0 30 60
SCALE: 1" = 30'-0"
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
GRADING NOTES:
1.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PAD FOOTPRINT AT ALL TIMES; CROWN PAD AS NECESSARY
IN TIMES OF PROJECT DORMANCY.
2.DUMPSTER PAD SHALL SLOPE TOWARDS PAVEMENT @ 1.5% MIN.
3.ADA PARKING AND LOADING SPACE SHALL SLOPE NO MORE THAN 2.0% IN ANY DIRECTION. ALL SIDEWALK SHALL HAVE 2.0% MAX
CROSS SLOPE, 5.0% MAX RUNNING SLOPE, EXCEPTING CURB RAMPS WHICH SHALL COMPLY WITH VDOT CG-12 STANDARDS.
RETAINING WALL NOTES:
1.WALLS SHALL BE CONSTRUCTED WITH SEGMENTAL BLOCK UNITS (ANCHOR DIAMOND PRO OR
EQUAL AS APPROVED BY OWNER) WITH GEOSYNTHETIC REINFORCING WHERE REQUIRED BY DESIGN.
SET TOP AND BOTTOM OF WALL PER GRADES INDICATED ON PLANS. THE DESIGN OF THE WALLS
SHALL BE DELEGATED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED
BY AN ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA FOR APPROVAL PRIOR TO
CONSTRUCTION.
2.WALLS SHALL BE CONSTRUCTED USING SM OR MORE GRANULAR BACKFILL WITH AN MAX ACTIVE
EQUIVALENT FLUID PRESSURE OF 32 PSF PER FOOT OF HEIGHT. GEOTECHNICAL ENGINEER OF
RECORD SHALL APPROVE BACKFILL PRIOR TO CONSTRUCTION.
3.ANY PORTION OF THE RETAINING WALL OVER THREE (3) FEET IN HEIGHT SHALL INCLUDE A FENCE
(NOT SHOWN ON THESE PLANS) AT LEAST FORTY-TWO (42) INCHES HIGH ALONG THE TOP TO
PROTECT PERSONS FROM INJURY DUE TO FALLING. THE FENCE TYPE AND LAYOUT SHALL BE
APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. FENCE INSTALLATION TO UTILIZE SLEEVE-IT
FENCE POST ANCHORING SYSTEM.
4.PROVIDE AN INTERNAL DRAINAGE SYSTEM DESIGNED TO REMOVE INCIDENTAL WATER THAT
INFILTRATES INTO THE SOIL BEHIND THE WALL.
AKM
April 6, 2023
N 79°26'
0
2
"
W
1
4
9
.
0
7
'271.84'N 32°45'50" E 460.20188.36'187.53'S 14°17'57" W 344.26156.73' E
EN 32°48'48" E 297.81'100' SHEET FLOW
100' SHEET FLOW
375' SHALLOW CONCENTRATED FLOW
107' SHALLOW CONCENTRATED FLOW
361' CHANNEL FLOW
402' SHALLOW CONCENTRATED FLOW
498' CHANNEL FLOW
(OFFSITE LINE)
POA
193' CHANNEL FLOW (SITE LINE)
DA SITE PRE:
4.07 AC.
DA OFFSITE:
1.88 AC.
C6.02
PRE-DEV.
DRAINAGE AREAS
LKP
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
April 6, 2023
T
T E
EHWWHEQUIPMENT ROOM103TUNNEL104RESTROOM102LOBBY100OFFICE101DOG WASH105MAT WASH106LOADING
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE
~6,139
S
F
Tanks817
816
81
2
808
809
811
NYLO
P
LA
ST DO NOT
PO
LLU
TEDRAINS
T
O
WA
T
ER
WA
YS
FLOW DIRECTIO
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
U
T
E
D
R
A
INS
T
O
W
A
T
E
RW
A
Y
S
NYLOPLAST
DO NOT POLLUTE
DRAINS TO WATERW
A
Y
S
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERW
A
Y
S
NYLOPLAST
DO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IRO
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL
AST
DO NO
T
PO
LL
UTEDRAINS
TO
WA
TE
RW
AYS
FLOW DIRECT
I
O
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
U
T
E
D
R
A
IN
S
T
O
W
A
T
E
RW
A
Y
S
NYLOP
LA
S
T DO NOT
POL
LU
T
E
DRAIN
S
T
O
W
AT
ERWAY
S
FLOW DIRE
C
T
I
ON
DUCTILE IRONNYLOPLASTDO NOT POLLU
T
E
D
R
A
I
N
S T
O
WAT
E
R
WA
Y
S
NYLOPLAST
DO NOT P
O
L
L
U
T
E
DRAINS TO
W
A
T
E
RWAYS
FLOW DIR
E
C
T
I
O
N
DUCTILE IRON
NYLOPLAST
DO NOT POL
L
U
T
E
DRAIN
S
T
O
W
A
T
E
R
W
A
Y
SNYLOPL
AST
DO NO
T
PO
LL
UTEDRAINS
TO
WA
TE
RW
AYS
FLOW DIRECT
I
O
N
DUCTILE IRONNYLOPLASTDO NOT PO
L
L
U
TE
D
R
AI
N
S
T
O W
A
T
ER
W
A
Y
S
NYLOPL
AS
T
DO NO
T
P
OL
L
UT
E
DRAINS
TO
W
ATE
RW
AY
S
FLOW DIREC
T
I
O
N
DUCTILE IRONNYLOPLASTDO NOT PO
L
L
U
TE
D
R
AI
N
S
T
O W
A
T
ER
W
A
Y
S
NYLOPLA
ST
DO NOT
PO
LLU
TE DRAINS T
O W
ATERW
AYS
FLOW DIREC
T
I
O
N
DUCTILE IRON
NYLOPLASTDO NOT POL
L
U
T
E
D
R
A
I
NS T
O
W
ATE
R
W
AYS
NYLOPLA
S
T
DO NOT P
OL
L
U
T
E
DRAINS
T
O
W
A
TE
R
W
AY
S
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST DO NOT POLLUTE
D
RAI
N
S
T
O
W
ATE
R
W
A
Y
S
NYLOPLA
ST
DO NO
T
PO
L
L
UTE
DRAINS T
O
WA
T
E
R
W
A
Y
S
FLOW DIREC
TIO
N
DUCTILE IRON
NYLOPLAST DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
810813812813 812813811811 8138
1
3
812813810
811810 8118118128
1
3
815811
812
809
815
810814
811
812
813813814814814DA OFFSITE:
1.88 AC.
DA
STORMTECH
WEST:
0.95 AC.
DA STORMTECH
EAST (ONSITE):
2.37 AC.
TOTAL TO
STORMTECH
EAST:
4.25 AC.
DA UNC SOUTH:
0.62 AC.
DA UNC
NORTH:
0.13 AC.
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
C6.03
POST-DEV.
DRAINAGE AREAS
LKP
April 6, 2023
T
E
E
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE (
~
6
,
1
3
9
S
F
)
FFL: 81
2
.
0
0
HWWH EQUIPMENT ROOM103TUNNEL104RESTROOM102LOBBY100OFFICE101DOG WASH105MAT WASH106LOADING
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE
~6,139
S
F
Tanks817
816
81
2
808
809
811
NYLOPLAST DO NOT
POL
LUTEDRAIN
S TO WAT
ERWAY
S
FLOW D
I
R
ECT
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AIN
S
TO
W
AT
E
RW
A
Y
S
NYLOPLAST
DO NOT POLL
U
T
E
DRAINS TO WAT
E
R
W
A
Y
S
FLOW DIRECTION
DUCTILE IRON NYLOPLAST
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUTEDRAINS TO WATERW
A
Y
S
FLOW DIRECTION
DUCTILE IRO
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATE
R
W
A
Y
S
NYLOPLASTDO NOT POLLUTE
DRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE
I
R
ONNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLA
ST
DO N
OT
POL
LU
TEDRAINS T
O WA
TERWA
YS
FLOW DIR
E
CTI
O
N
DUCTILE IRONNYLOPLASTDO NOT POL
L
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DR
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NS
T
O
W
A
TER
W
AY
S
NYLOPLAS
T DO NO
T PO
LL
UT
EDRAINS
TO
W
AT
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S
FLOW DIREC
T
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT P
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L
LU
T
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D
R
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S
TO
WAT
E
RW
A
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S
NYLOPLAST
DO NOT POL
L
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DRAIN
S
T
O WAT
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R
WAYS
FLOW DIREC
T
I
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N
DUCTILE IRON
NYLOPLAST
DO NOT P
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L
L
U
T
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DRAIN
S
T
O
W
A
T
E
R
WAYSNYLOPLASTDO NOT
POL
LUTEDRAIN
S TO WAT
ERWAY
S
FLOW D
I
R
ECT
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT PO
L
LUT
E
D
R
A
INS
T
O W
A
TE
R
WA
Y
S
NYLOPLAST DO NOT
POL
LUTEDRAIN
S TO WATERWAYS
FLOW D
I
R
ECT
I
O
N
DUCTILE IRON
NYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AIN
S
TO
WAT
E
RW
A
Y
S
NYLOPLASTDO NOT POL
LU
TE DRAINS TO WA
TERW
AY
S
FLOW DIR
E
CTIO
N
DUCTILE IRON
NYLOPLASTDO NOT POL
L
U
TE
D
RAI
N
S
TO
W
ATE
R
WA
Y
S
NYLOPL
A
ST
DO NOT
P
OLL
U
TE
DRAINS
T
O
W
AT
E
RW
A
YS
FLOW DIRE
C
TIO
N
DUCTILE IRO
N
NYLOPLAST DO NOT POLL
U
T
E
DR
A
I
N
S
T
O
W
A
T
E
RW
A
Y
S
NYLOPLA
S
T
DO NOT P
O
LL
U
T
E
DRAIN
S
T
O W
A
TE
R
WA
Y
S
FLOW DIRECT
I
O
N
DUCTILE IRON
NYLOPLAST DO NOT PO
L
L
UT
E
D
R
AIN
S
T
O
WAT
E
R
W
A
YS
810813812813 812813811811 8138
1
3
812813810
811810 8118118128
1
3
815811
812
809
815
810814
811
812
813813814814814
EQUIPMENT ROOMSFFL: 813.25CAR WASH TUNNELC6.04
SWM PLAN
Feet
0 30 60
SCALE: 1" = 30'-0"
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
NOTES:
1.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PAD FOOTPRINT AT ALL
TIMES; CROWN PAD AS NECESSARY IN TIMES OF PROJECT DORMANCY.
2.ROOF LEADER TIE-INS LOCATION, SIZE AND MATERIAL TO BE COORDINATED WITH
ARCHITECTURAL PLANS.
3.FOR BACKFILL AND BEDDING REQUIREMENTS WITHIN VDOT RIGHT OF WAY, PLEASE REFER TO
VDOT STD. DETAIL PB-1 IN SHEET C9.03.
KLM
April 6, 2023
C6.05
STORM PIPE
PROFILES
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
KLM
April 6, 2023
C6.06
STORM PIPE
PROFILES
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
KLM
April 6, 2023
T
HWWH EQUIPMENT ROOM103TUNNEL104RESTROOM102LOBBY100OFFICE101DOG WASH
105MAT WASH
10618
LOADING
SHEETZFUEL &
C
O
N
V
E
N
I
E
N
C
E
STORE
~6,139
S
F
Tanks817
816
808
809
811
NYLOPL
AS
T DO NOT
POL
LU
TE
DRAINS
TO
W
ATE
RW
AY
S
FLOW DIREC
T
I
O
N
DUCTILE IRONNYLOPLASTDO NOT POLLUT
E
DRA
I
N
S
TO
W
A
TE
R
W
AYS
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOP
LA
S
T DO NOT
POL
LU
TE
DRAIN
S
T
O
W
AT
ERWAY
S
FLOW DIRE
C
T
I
ON
DUCTILE IRON
NYLOPLAST
DO NOT POLLU
T
E
D
R
A
I
NS
T
O
WAT
E
R
WA
Y
S
NYLOPL
AS
T
DO NO
T
P
OL
L
UT
EDRAINS
TO
WA
TE
RW
AYS
FLOW DIREC
T
I
O
N
DUCTILE IRONNYLOPLASTDO NOT PO
L
L
U
TE
D
R
AI
N
S
T
O W
A
T
ER
W
A
Y
S
NYLOPLA
S
T
DO NOT POL
L
U
T
E
DRAINS
T
O
W
ATERW
A
Y
S
FLOW DIREC
T
I
O
N
DUCTILE IRON NYLOPLAST DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
WATER
W
A
Y
S
NYLOP
LAS
T
DO NOT
PO
L
LUT
E DRAINS T
O
W
ATE
RW
AYS
FLOW DIRECTI
O
N
DUCTILE IRON
NYLOPLASTDO NOT POLLU
T
E
DR
A
I
N
S
TO
W
A
TER
W
A
YS
NYLOP
LA
S
T
DO NOT
P
O
L
L
UT
E
DRAINS TO
W
A
T
E
R
W
A
YS
FLOW DIRECT
I
O
N
DUCTILE IRO
N
NYLOPLAST DO NOT POLLU
TE
D
R
A
I
N
S
TO
W
A
T
E
R
W
AY
S
NYLOPLA
S
T
DO NOT P
O
LL
U
T
E
DRAINS
T
O
W
A
TE
R
W
AY
S
FLOW DIRECTION
DUCTILE IRON
NYLOPLAST DO NOT POLLUTE
D
RAI
N
S
T
O
W
ATE
R
W
A
Y
S
810813813 812813811811810 811811815809
815
811
812
813813814814814
C6.07
STORM PIPE
PROFILES
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
KLM
April 6, 2023
RESIDUAL OF
CONSOLIDATED
PARCEL TO REMAIN
VEGETATED AS
PART OF THIS
PROJECT
(UNLESS/UNTIL
MODIFIED BY
FUTURE SITE PLAN)TEEHWWH EQUI
P
M
E
N
T
R
O
O
M
103
TUN
N
E
L
104
REST
R
O
O
M
102
LOB
B
Y
100
OFFI
C
E
101
DOG
W
A
S
H
105
MAT
W
A
S
H
106
LOADINGSHEETZFUEL & CONVENIENCESTORE~6,139 SFTanks
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTI
L
E
I
RO
N
NYLO
P
LA
STDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO
WA
TERWAYS
FLOW
DI
RE
C
TI
ONDUCTILE IRONNYLOPLASTDO NO
T
PO
L
LU
TE
D
RA
I
NS
T
O
W
AT
ER
WA
YSNYLOPLAST
DO NO
T PO
LLUTEDRAINS
TO WA
TERWAYS
FLOW
D
IR
EC
T
IO
N
DUCTILE IRONNYLOPLAST
DO N
O
T
P
OL
LU
T
E
DR
A
IN
S
T
O
W
AT
E
RW
AY
S
NYLO
PLAS
TDO NO
T
P
OLLUTE
DRA
I
NS
TO
W
ATERWA
Y
S
FLO
W
D
IR
E
CT
I
O
NDUCTILE IRON NYLOPLAST
DO NO
T
PO
L
L
U
T
E
D
R
A
I
N
S
T
O
WA
TE
R
WA
Y
S
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE
IR
ON
NYLOP
L
AS
T
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCT
I
LE
I
RO
NNYLOPL
A
STDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTI
L
E
I
RO
N
NYLOP
LA
S
TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCT
I
LE
I
RO
NNYLOPL
A
STDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE
I
RO
N
NYLOPL
AS
TDO NOT POLLUTE DRA
I
NS TO WA
TERWA
YS
NYLOPLAS
T
DO NOT PO
L
L
U
T
E
DRAINS TO
W
A
T
E
R
W
A
Y
S
FLOW DIRECTIONDUCTILE IRONNYLOPLAST
DO NOT POLLUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLL
U
T
EDRAINS TO W
A
T
E
R
W
A
Y
S
FLOW DIRECTION
DUCTILE
IRO
N
NYLOPL
A
S
T
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
CK (1)
IVN (18)
OA (1)
GB (5)
PC (2)
OA (1)
CK (1)
OA (1)
AR (1)
QP (1)
QP (1)
PC (1)
CK (1)
QP (1)
10' SHARED USE TRAIL
50' BUFFER WITH 10' WIDE PEDESTRIAN
TRAIL AND TREES AND SHRUBS
(REQUIRED BY PROFFERED CONDITION #5)
CK (1)
OA (1)
AAR (1)
CK (1)
OV (1)
CJ (11)
OA (1)
CK (1)
BS (5)
50.5
FG (5)
QP (1)
IVR (7)
IVJ (1)
CA (5)
AR (1)
CAR (5)
AR (1)
IV (6)
QP (1)
VN (7)
CA (5)
CA (3)
NS (1)
IVR (6)
NS (1)
CAR (4)
NS (1)
HM (3)
IVJ (1)
PC (1)
PC (1)
FG (4)
FG (4)
AA (5)
OV (1)
OV (1)
OV (1)
VN (3)
HM (4)
OV (1)
AAR (1)
AAR (1)
AAR (1)
AAR (1)
AAR (1)
OA (1)
OA (1)
CK (1)
OA (1)
CK (1)
AR (1)
AR (1)
AR (1)
GB (5)
NS (5)
FG (6)
BS (7)
BM (16)
VD (16)
IG (16)
AG (16)
JC (16)
C7.01
LANDSCAPE PLAN
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
JMO
SORUS RT. 50/NORTHWESTERN TURNPIKEPARKING LOT AREA
IMPERVIOUS AREA BEYOND
PARKING AREA
LEGEND
INTERIOR PARKING LANDSCAPE AREA
LANDSCAPE AREA OUTSIDE
PARKING INTERIOR LANDSCAPE
NOTE: TREE AND SHRUB SPECIES NOTED IN TEXT BOXES ARE THOSE PLACED
TO SATISFY PROFFERED CONDITIONS WITHIN 50' ROUTE 50 BUFFER. ALL
OTHERS ARE PLACED TO SATISFY PARKING LOT LANDSCAPING REQUIREMENTS.
April 6, 2023
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
C7.02
LANDSCAPE NOTES
& DETAILS
JMO
SOR
SET TREE TRUNK STRAIGHT UPRIGHT.
NEVER CUT TREE LEADER.
PRUNE DAMAGED OR BROKEN BRANCHES.
MAINTAIN NATURAL SHAPE
WIRE TREE TO STAKES. WIRE THAT
WRAPS AROUND TREE TO BE ENCLOSED
IN RUBBER HOSE
(2) 8' LONG, 2" DIA. SOUND WOOD
STAKES SET 180° APART. ALLOW FOR
NATURAL SWAY.
KRAFT WRAP FOR TREES 2"
CALIPER AND LARGER
SET ROOT COLLAR AT FINISH GRADE
3" MULCH LAYER. DO NOT PLACE MULCH
WITHIN 4" OF ROOT COLLAR.
3" HIGH SAUCER WATERING RING AROUND
ENTIRE TREE
REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
PLANTING MIX PLACED IN 12" LIFTS. TAMP LIGHTLY,
COMPACT TO MAX. 85% DENSITY.
PLACE ROOT BALL ON TOP OF DIRT MOUND
LEAVING 6" DEEP TRENCH AROUND EDGE OF
TREE PIT AS SHOWN
PRUNE TO MAINTAIN NATURAL SHAPE
SET ROOT COLLAR AT FINISH GRADE
3" MULCH LAYER. DO NOT PLACE MULCH WITHIN
4" OF MAIN STEM OF SHRUB
3" HIGH SAUCER WATERING RING AROUND
ENTIRE SHRUB
REMOVE TOP 1/3 OF BURLAP
PLANTING MIX PLACED IN 6" LIFTS. TAMP LIGHTLY,
COMPACT TO MAX. 85% DENSITY.
PLACE ROOT BALL ON TOP OF DIRT MOUND
LEAVING TRENCH AROUND EDGE OF TREE
PIT AS SHOWN
SET SHRUB STRAIGHT UPRIGHT
1 TREE DETAIL
NTS
2 SHRUB DETAIL
NTS
3 GRASS/PERENNIAL DETAIL
NTS
MIN. 2X BALL WIDTH
MIN. 2X BALL WIDTH
GROUND COVER, PERENNIAL OR GRASS
EQUAL SPACING BETWEEN ALL
PLANTS, STAGGER ROWS
3" MULCH LAYER
SPECIFIED PLANTING MIX
LOOSEN ROOTS, CUT MATTED
OR ENCIRCLING ROOTS AND
SPREAD OUT EVENLY
PREPARED, SCARIFIED SUBSOIL
PLANTING NOTES:
1.EXACT LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE INSTALLER. PLANTINGS SHALL BE ADJUSTED AS NECESSARY
TO AVOID CONFLICT WITH UTILITIES.
2.SUBSOIL CONDITIONS AND ADDITIONAL SUBSURFACE DRAINAGE REQUIREMENTS SHALL BE DETERMINED IN THE FIELD BY THE INSTALLER. ANY
CONDITIONS DETRIMENTAL TO THE GROWTH AND HEALTH OF PROPOSED PLANT MATERIALS SHALL BE ADJUSTED TO MEET SITE CONDITIONS AND
BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PLANTING.
3.PLANT MATERIAL SHALL BE PLANTED SO AS TO BEAR THE SAME RELATIONSHIP TO GRADE AS IN THE FIELD OR CONTAINER IT WAS GROWN IN.
4.THE INSTALLER SHALL STAKE OUT ALL TREE, SHRUB AND BED EDGE LOCATIONS FOR THE PROJECT MANAGERS APPROVAL PRIOR TO BEGINNING
PLANTING OPERATIONS. NOTIFY PROJECT MANAGER IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS.
5.MULCH ALL DISTURBED AREAS WITH A MINIMUM OF 3" DEEP LAYER OF (DOUBLE) SHREDDED HARDWOOD BARK MULCH, OR PINE STRAW AS
SHOWN ON PLANS. ALL DISTURBED SOIL SURFACES SHALL BE COVERED EITHER WITH LAWNS, PLANTS, OR MULCH.
6.BED LINES SHALL CONFORM TO CONFIGURATION SHOWN ON THE PLANS. BED LINES SHALL MEET CURBS, WALKS, BUILDINGS, ETC. AT RIGHT ANGLES
UNLESS SHOWN OTHERWISE.
7.IN CASE OF A DISCREPANCY BETWEEN THE PLANT COUNT ON THE PLANT LIST AND THE NUMBER OF PLANTS SHOWN ON THE PLAN, THE NUMBER OF
PLANTS ACTUALLY DRAWN SHALL BE THE NUMBER REQUIRED.
8.ALL PLANT MATERIAL TO MEET STANDARDS FOR SIZE AND QUALITY.
9.LANDSCAPING SHALL NOT IMPEDE SIGHT DISTANCES OR BE PLANTED WITHIN UTILITY EASEMENTS.
10.NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.
·SPECIES LISTED HEREIN MAY BE SUBSTITUTED SO LONG AS FORM AND CHARACTERISTIC REMAIN THE SAME AND SPECIES ARE ON THE
APPROVED LIST WITHIN THE COUNTY ZONING ORDINANCE. CONTRACTOR SHALL COORDINATE CHANGES WITH OWNER, ENGINEER OR
LANDSCAPE ARCHITECT BEFORE INSTALLATION.
·ALL EVERGREEN SHRUBS FOR PARKING SCREENING TO BE MINIMUM 36" HEIGHT AT TIME OF PLANTING PER CITY CODE.
FREDERICK COUNTY LANDSCAPE PLANTING REQUIREMENTS:
·PERIMETER LANDSCAPING: THE PERIMETER OF ALL IMPERVIOUS AREAS SHALL
BE LANDSCAPED WITH SHADE TREES AND OTHER LANDSCAPING, WITH ONE
TREE PROVIDED FOR EVERY 2,000 SF OF IMPERVIOUS AREA FOR THE FIRST
100,000 SF OF THE ENTIRE SITE, AND ONE TREE FOR EACH 5,000 SF EXCEEDING
100,000 SF. PERIMETER TREES ARE TO BE REASONABLY DISPERSED
THROUGHOUT THE PARKING LOT. A 3-FT. HIGH EVERGREEN HEDGE, BERM,
FENCE OR WALL SHALL BE PROVIDED TO PREVENT HEADLIGHTS FROM
SHINING ON PUBLIC RIGHTS-OF-WAY AND ADJOINING PROPERTIES.
EVERGREEN SHRUBS TO BE MINIMUM 3 FT. HIGH AT TIME OF PLANTING.
·INTERIOR LANDSCAPING: A MINIMUM OF 5% OF THE INTERIOR PORTIONS OF
PARKING LOTS SHALL BE LANDSCAPED FOR THE PURPOSE OF PROVIDING
SHADE TREES. MINIMUM ONE SHADE TREE SHALL BE PROVIDED WITHIN THE
INTERIOR OF THE PARKING LOT FOR EACH 10 PARKING SPACES.
·MINIMUM LANDSCAPED AREA: B2-ZONED PROPERTY SHALL HAVE A
MINIMUM LANDSCAPED AREA OF 15% OF THE LOT AREA.
·BUFFER SCREENING: NO LANDSCAPE BUFFER IS REQUIRED FOR B2-ZONED
PROPERTY ADJACENT TO OTHER B2-ZONED PROPERTY OR FOR B2-ZONED
PROPERTY ADJACENT TO A STATE ROAD CLASSIFIED AS ARTERIAL.
·TREES SHALL BE PLANTED NO CLOSER THAN 3 FEET FROM TO THE EDGE OF
SIDEWALKS, CURBS OR OTHER PAVEMENT. TREES SHALL NOT BE PLANTED
WITHIN EASEMENTS FOR WATER, SEWER, ELECTRIC OR GAS.
LANDSCAPE ANALYSIS
TOTAL PARCEL AREA:203,425 SF (4.67 AC)
TOTAL IMPERVIOUS AREA: 107,300 SF (ASPHALT, CONCRETE, ETC.)
PERIMETER TREES REQUIRED:51.5 TREES (100,000/2,000 = 50 TREES + 7,300/5000 = 1.5 TREES)
EVERGREEN HEDGE REQUIRED:ALONG ALL PROPERTY LINES FACING PARKING
PARKING LOT AREA:51,058 SF
INTERIOR LANDSCAPE REQUIRED:51,058 x 0.05 = 2,553 SF (5% OF PARKING AREA)
INTERIOR LANDSCAPE PROPOSED: 3,501 SF (6.8% OF PARKING AREA)
INTERIOR TREES REQUIRED:6.1 TREES (1 PER 10 PARKING SPACES; 61 SPACES / 10)
TOTAL TREES REQUIRED:58 (51.5 PERIMETER + 6.1 INTERIOR)
TOTAL TREES PROPOSED:60 (52 PERIMETER, 8 INTERIOR)
LANDSCAPED AREA REQUIRED:203,425 x 0.15 = 30,514 SF (15% OF TOTAL SITE)
LANDSCAPED AREA PROPOSED:69,353 SF (34.1% OF TOTAL SITE, INCL UNDEVELOPED PORTION)
WITHIN PROFFERED RTE 50 BUFFER
PROFFERED TREES WITHIN BUFFER:1 PER 40 LF OF FRONTAGE; 10 MIN
420 LF OF FRONTAGE / 40 = 11 TREES REQUIRED
PROPOSED TREES WITHIN BUFFER:11 SHADE TREES
PROFFERED SHRUBS WITHIN BUFFER:1 PER 5 LF OF FRONTAGE; 80 MIN
420 LF OF FRONTAGE / 5 = 84 SHRUBS REQUIRED
PROPOSED SHRUBS WITHIN BUFFER:84 SHRUBS
NOTE: PROFFERED TREES AND SHRUBS ARE IN ADDITION TO REQUIRED PARKING LOT LANDSCAPING,
AS LISTED ABOVE.
ROUTE 50 BUFFER - PROFFERED CONDITION ITEM #5:
THE OWNER(S) AGREE TO CONSTRUCT A TEN (10) FOOT WIDE PEDESTRIAN TRAIL
WITHIN A FIFTY (50) FOOT WIDE BUFFER RUNNING CONCURRENTLY WITH THE
PROPERTY'S ROUTE 50 FRONTAGE. THE TRAIL WILL BE PAVED WITH AN ALL WEATHER
SURFACE ACCEPTABLE TO THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND
DEVELOPMENT. THE BUFFER WILL CONTAIN NO PERMANENT SURFACE
IMPROVEMENTS WITH THE EXCEPTION OF THE PEDESTRIAN TRAIL, LANDSCAPE
ELEMENTS, MEANS OF ACCESS, AND UTILITY RISER STRUCTURES. THE TRAIL WILL BE
OWNED AND MAINTAINED BY THE PROPERTY OWNER(S). THE BUFFER WILL BE
LANDSCAPED BY THE INCLUSION OF ONE SHADE TREE PER 40 LINEAR FEET OF ROAD
FRONTAGE (MINIMUM 10 TREES) AND ONE ORNAMENTAL SHRUB PER 5 LINEAR FEET OF
ROAD FRONTAGE (MINIMUM 80 SHRUBS) OR THE OWNERS WILL PRESERVE A ROUGHLY
EQUIVALENT AMOUNT OF EXISTING VEGETATION, OR A COMBINATION THEREOF. A
LANDSCAPE/BUFFER PLAN WILL BE SUBMITTED ALONG WITH THE FIRST SITE PLAN FOR
THE SITE OR ANY PORTION THEREOF. THE TRAIL AND BUFFER WILL BE COMPLETED
PRIOR TO THE OCCUPANCY OF ANY STRUCTURE ON THE SITE EXCLUDING, HOWEVER,
OCCUPANCY OF THE EXISTING STRUCTURES ON THE PROPERTY WHICH ARE CURRENTLY
OCCUPIED FOR RESIDENTIAL USE.
2' CLEAR ZONE2' CLEAR ZONE
8' CLEAR ZONE
8' CLEAR ZONE
4 SHARED USE TRAIL DETAIL
NTS
PLANT SCHEDULE
BOTANICAL NAME (COMMON NAME)QUANTITY MIN. SIZE SPACING REMARKS
SHRUBS
TREES
SYMBOL
AG ABELIA GRANDIFLORA "SUNSHINE DAYDREAM"
(SUNSHINE DAYDREAM ABELIA)16 5 GAL.
36" MIN. HT.CAN BE PLANTED B&B
NS NYSSA SYLVATICA (BLACK GUM)
8
2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
BM BUXUS MICROPHYLLA JAPONICA
(GREEN BEAUTY BOXWOOD)16 5 GAL.
36" MIN. HT.CAN BE PLANTED B&B
IG ILEX GLABRA "NIGRA" (NIGRA INKBERRY)16 5 GAL.
36" MIN. HT.
CAN BE PLANTED B&B
IVN ILEX VOMITORIA "NANA"
(DWARF YAUPON HOLLY)18 5 GAL.
36" MIN. HT.
CAN BE PLANTED B&B
JC JUNIPERUS CHINENSIS "NICK'S COMPACT"
(NICK'S COMPACT JUNIPER)16 5 GAL.
36" MIN. HT.
CAN BE PLANTED B&B
5 GAL.
36" MIN. HT.
CAN BE PLANTED B&B
VD VIBURNUM DAVIDII (DAVID VIBURNUM)16
6
1.5" CAL.
8' MIN. HT.AS SHOWN
9 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
8 AS SHOWN
CJ CERCIDIPHYLLUM JAPONICUM (KATSURA TREE)
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
OA OXYDENDRON ARBOREUM (SOURWOOD)
6
1.5" CAL.
8' MIN. HT.AS SHOWN PLANT B&B,
SINGLE STEM TRUNK
11 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
PC PISTACIA CHINENSIS (CHINESE PISTACHE)
8 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
5 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
CAN BE PLANTED B&BAS SHOWN
BS BUXUS SEMPERVIRENS "ELEGANTISSIMA"
(ELEGANTISSIMA VARIEGATED BOXWOOD)12 5 GAL.
36" MIN. HT.
AA ARONIA ARBUTIFOLIA "BRILLIANTISSIMA"
(BRILLIANTISSIMA CHOKEBERRY)5 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWN
CA CLETHRA ALNIFOLIA (SWEET PEPPERBUSH)13 3 GAL.
18" MIN. HT.CAN BE PLANTED B&B
CAN BE PLANTED B&BAS SHOWN
AS SHOWN
CAR CLETHRA ALNIFOLIA "RUBY SPICE"
(RUBY SPICE SUMMERSWEET)9 3 GAL.
18" MIN. HT.
IVJ ILEX VERTICILLATA "JIM DANDY"
(JIM DANDY WINTERBERRY HOLLY)2 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWN
IVR 13 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWNILEX VERTICILLATA "RED SPRITE"
(RED SPRITE DWARF WINTERBERRY HOLLY)
CAN BE PLANTED B&BAS SHOWNHMHYDRANGEA MACROPHYLLA "PIIHM-1"
(ENDLESS SUMER TWIST-N-SHOUT HYDRANGEA)7 3 GAL.
18" MIN. HT.
CAN BE PLANTED B&BAS SHOWN183 GAL.
18" MIN. HT.FG FOTHERGILLA GARDENII (DWARF FOTHERGILLA)
IV ITEA VIRGINIA (VIRGINIA SWEETSPIRE)6 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWN
3 GAL.
18" MIN. HT.VN VIBURNUM NUDUM "BRANDYWINE"
(BRANDYWINE VIBURNUM)10 CAN BE PLANTED B&BAS SHOWN
CK CORNUS KOUSA (KOUSA DOGWOOD)
AR ACER RUBRUM (RED MAPLE)
AAR AMELANCHIER ARBOREA (DOWNY SERVICEBERRY)
GB GINKGO BILOBA (GINKGO - MALE)
QP QUERCUS PHELLOS (WILLOW OAK)5 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
PLANT B&B,
SINGLE STEM TRUNK
5 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&BOVOSTRYA VIRGINIANA (HOPHORNBEAM)
1.5" CAL.
8' MIN. HT.
PLANT B&B,
SINGLE STEM TRUNK
April 6, 2023
T
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EHWWHEQUIPMENT ROOM103TUNNEL104RESTROOM102LOBBY100OFFICE101DOG WASH105MAT WASH10618
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FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS
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70F
72F
73F
75F
76F
77F
78F
79F
80F
81F
84G
85H
86H
89H
90H
91H
92H
93H
94H
87H88H
68F
69F71F
74F
82G
83G
95J
96K
1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A
12A 13A 14A 15A 16A 17A 18A 19A 20A 21A 22A
39C
40C 41C42C
43C
44C
45C
46C
47C
48C
49C
50C
51C
52C
53D
54D
55D
56E 57E58E59E60E
61E62E63E64E65E
66E
67E
97E
98E99E
100E101E
102L
103L 104L
105L
106L
107L
108L
109L
110L111L
24B 28B 29B27B26B25B
23B
30B
31B
32B
33B
35B
34B36B37B
38B
0.8 1.1 1.2 1.6 1.5
1.1 1.3 1.9 3.4
1.0 1.3 2.2 4.3
0.9 1.2 1.8 3.4 4.7
1.1 1.4 2.1 2.9 2.9
0.9 1.2 1.5 1.8 2.1 2.0 2.4
0.6 1.0 1.2 1.7 2.1 2.5 3.2 3.5 4.0 3.3 3.3 2.3 1.8 1.3 1.6 1.9 1.8 2.3 2.3 2.3
0.7 1.2 2.0 2.5 2.6 4.3 5.2 4.1 3.2 3.5 3.1 1.8 1.2 1.7 3.0 3.7 3.9 4.2 4.6 3.8 2.3 1.8 2.3 2.2 2.9
0.6 4.5 4.1 4.1 1.4 1.9 3.2 4.0 4.8 5.4 4.7 4.0 2.2 1.9 2.5 2.8 3.3 3.2 2.4 2.2 1.4 1.0
4.7 4.8 3.8 2.6 1.9 1.7 1.7 4.8 3.9 2.4 2.3 2.7 2.7 2.2 2.3 2.9 2.1 1.2 1.0 1.4 2.2 2.3 3.1 2.9
2.6 3.7 4.8 4.2 3.3 2.4 1.8 1.6 1.5 4.8 3.6 2.3 2.2 1.9 1.5 1.7 1.7 2.0 2.0 1.2 1.0 1.5 2.5 2.9 2.7 3.2 2.1 1.9 0.9
3.7 3.6 4.2 3.1 2.3 3.7 4.5 4.0 3.5 2.0 1.7 1.5 1.4 1.3 1.3 1.4 1.6 1.3 1.3 1.8 2.2 2.1 2.1 2.4 2.7 1.6 0.8
4.2 4.1 4.1 3.2 3.2 9.8 9.5 3.7 4.1 3.4 3.0 2.3 1.8 1.7 1.7 1.7 1.7 1.6 1.7 1.7 1.8 1.9 1.8 1.8 1.8 1.6 1.9 1.6 0.8
5.1 4.3 3.7 3.3 3.4 2.1 2.8 2.4 2.4 3.3 3.8 4.3 4.9 5.1 5.1 5.0 5.2 5.1 5.2 5.2 5.0 4.4 3.5 2.6 1.8 1.5 0.9
5.4 3.8 3.2 3.1 1.8 2.9 2.4 3.1 5.4 8.0 10.5 12.3 13.0 13.0 12.9 13.2 13.0 13.0 13.0 12.3 10.4 7.7 5.1 2.7 1.5 1.1
5.3 3.6 3.0 2.7 5.1 2.4 2.8 2.9 4.4 10.0 9.5 3.8 1.7 1.3
4.3 3.3 2.9 2.6 3.7 2.2 3.1 3.4 5.9 14.8 13.5 4.9 1.8 1.6
3.8 3.3 2.9 3.2 3.7 6.8 14.5 12.6 5.1 2.0 2.4
5.4 4.0 3.1 2.9 5.8 3.0 5.2 13.5 11.9 4.1 2.6 3.9
6.2 4.8 3.3 2.9 3.7 2.8 4.3 7.8 6.5 2.9 3.1 4.9
4.8 3.4 2.8 3.1 2.4 2.5 3.0 4.1 4.9 5.2 5.2 5.3 5.2 5.0 4.9 4.7 4.6 4.6 4.0 3.3 2.3 1.9 2.9 4.6
4.1 3.1 2.7 2.8 5.6 2.1 2.3 2.7 3.0 2.9 2.6 2.2 2.1 2.0 1.9 2.1 2.1 2.0 2.2 1.9 2.1 1.9 1.7 2.2 3.3
4.3 3.5 3.1 2.8 3.3 2.1 2.7 4.0 5.2 4.9 3.5 2.4 1.9 1.7 1.7 1.9 2.7 3.3 3.6 4.1 3.4 2.6 2.0 1.7 2.0
5.0 3.5 2.8 2.9 2.1 3.2 4.4 4.9 3.7 2.5 1.8 1.9 2.0 2.8 4.2 4.0 3.7 3.3 2.7 1.7 1.4
6.1 4.0 3.0 2.7 5.1 4.7 2.7 2.4 1.9 2.0 2.8 4.6 3.6 3.3 4.2 5.3 6.9 4.3 3.3 1.8 1.2
5.7 3.9 3.0 2.4 3.1 9.3 3.5 2.4 2.5 1.6 2.7 9.1 21.4 28.5 21.3 17.5 18.2 15.6 8.8 12.2 5.2 4.0 3.2 1.6 1.0
3.4 2.8 2.3 2.6 5.8 4.1 2.6 2.0 2.3 3.4 1.7 3.0 5.6 40.0 4.8 19.0 31.8 27.9 6.9 5.2 3.7 2.5 1.3 0.9
3.8 3.1 2.6 2.5 2.6 2.4 1.9 1.5 1.7 1.8 2.4 4.4 2.1 3.1 5.9 30.2 8.1 4.2 3.6 2.5 1.4 0.8
5.2 3.9 2.7 2.2 2.1 1.4 1.7 1.8 2.4 4.3 3.6 6.2 28.5 5.6 3.1 2.7 2.7 1.7 0.8
4.8 2.7 2.0 2.2 1.7 1.8 1.8 2.1 3.1 4.8 8.2 12.2 6.6 3.6 3.3 2.4 1.5 0.9
4.4 2.6 1.9 2.2 2.2 1.8 1.9 1.8 1.8 2.1 2.4 2.2 6.4 9.8 11.1 5.1 3.8 3.4 1.8 1.3 0.9
3.0 2.1 1.9 2.8 3.0 2.3 1.9 2.0 1.9 1.8 1.8 1.9 2.3 7.4 8.6 26.8 7.2 4.2 2.8 1.9 1.3 1.0
4.5 2.9 2.2 2.2 2.0 1.8 1.7 1.8 2.5 7.3 10.1 8.7 6.0 4.6 3.0 2.1 1.5 1.0
5.4 3.3 2.3 2.3 2.1 1.9 1.7 1.9 2.5 7.9 8.8 45.4 7.5 4.1 4.1 2.6 1.7 0.9
5.1 3.1 2.3 2.3 2.1 1.9 1.8 1.9 2.5 6.9 10.0 35.2 7.5 5.0 4.5 3.4 1.7 0.8
3.7 2.7 2.3 2.3 2.0 1.9 1.9 2.4 2.3 6.7 7.0 10.5 8.5 5.4 4.5 3.1 1.6 0.9
2.7 2.4 2.3 2.4 2.1 2.1 2.7 3.7 2.6 5.1 8.9 6.8 6.2 5.5 12.5 30.2 10.3 7.4 9.3 5.5 3.9 3.1 1.6 1.0
2.4 2.5 2.6 2.5 2.2 2.3 3.7 5.2 3.0 3.6 6.0 6.7 4.9 9.9 8.5 7.6 10.7 2.6 2.3 1.4 0.9
2.4 2.3 2.4 2.4 2.2 2.4 4.1 2.6 2.7 1.9 1.9 2.1 3.0 4.5 4.8 3.7 2.8 1.6 1.1
3.1 2.4 2.1 2.4 2.2 2.3 3.4 4.9 2.9 2.3 2.3 1.8 1.5 1.5 1.7 2.6 3.7 3.6 4.1 3.7 3.1 2.3 1.7 1.3
4.5 2.7 2.2 2.5 2.3 2.3 2.6 3.6 2.7 2.3 2.1 1.9 1.8 1.7 2.0 2.4 2.5 2.9 3.1 2.8 2.9 2.2 1.7 1.3
5.0 3.0 2.4 2.9 2.9 2.6 2.7 3.1 3.3 2.9 2.5 2.2 2.2 1.9 1.9 2.0 2.0 2.1 2.0 2.4 3.8 2.8 1.9 1.3
4.4 3.0 2.9 3.7 3.7 3.5 3.6 3.1 4.3 4.5 3.1 2.7 2.6 2.1 1.9 2.1 2.2 2.2 2.1 2.8 5.4 3.9 2.2 1.4
3.0 2.9 2.8 3.4 3.6 3.8 3.5 2.6 5.7 3.8 3.0 2.3 2.5 3.4 3.4 2.7 1.9 4.6 2.4 1.5
2.1 2.8 3.1 3.8 4.1 3.4 2.7 2.4 5.6 3.9 6.1 2.9 10.7 6.7 5.6 4.6 3.1 5.4 4.0 2.3 1.5
1.7 2.6 2.9 3.5 4.0 3.6 2.7 2.0 3.1 3.1 8.6 2.0 3.7 2.8 2.0 1.4
1.2 1.8 2.3 2.9 3.0 3.1 2.9 1.8 1.8 2.6 8.2 21.8 17.5 4.7 1.8 1.5 1.2 1.4 1.7 1.4 1.3
1.2 1.9 3.0 3.1 2.6 2.4 2.0 1.7 2.2 1.6 1.5 1.6
1.0 1.5 2.4 2.4 1.8 1.7 1.6 1.6 2.2 2.6 2.3 2.4 2.4 2.3 2.3 1.8 1.8 1.7 1.6 2.1 1.3 1.4 1.4
1.2 1.8 2.7 2.2 1.5 1.3 1.3 1.3 1.8 2.9 3.1 2.6 2.6 3.2 2.4 1.5 1.7 2.6 2.7 2.4 2.1 2.5 1.6
2.2 2.6 2.3 1.8 1.2 1.1 1.2 1.6 2.5 2.9 3.3 3.5 2.5 2.2 1.5 1.7 2.2 2.9 3.0 3.3 2.3 1.8
2.1 3.2 2.5 2.1 1.5 1.2 1.2 1.7 2.6 2.5 3.1 3.0 2.2 2.3 1.6 1.8 2.3 2.5 3.0 2.8 2.1 1.9
3.2 2.7 2.4 1.7
2.1 2.0 1.7
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23 17 25 36 38 39 37 36 32 31 36 39 39 36 31 32 38 37 39 38 36 24 17 22
30 18 35 45 46 47 46 47 37 45 48 48 45 37 46 45 47 46 44 35 17 29
30 45 42 52 54 55 54 48 56 48 54 55 55 54 48 56 48 54 55 54 52 41 44 29
39 47 53 56 52 50 57 59 58 59 58 53 53 58 59 58 59 57 50 52 55 52 46 38
29 43 40 46 52 54 52 47 53 46 48 54 54 48 46 53 47 52 54 52 45 39 42 28
30 18 34 45 46 47 46 38 36 46 47 47 46 36 38 45 47 45 45 34 17 29
23 19 24 36 37 37 36 28 33 29 36 37 37 36 29 33 28 36 36 36 35 23 18 22
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
C8.01
LIGHTING PLAN
Feet
0 20 40
SCALE: 1" = 40'-0"
SITE LIGHTING DESIGN OF THIS PROJECT HAS BEEN PERFORMED BY RED LEONARD ASSOCIATES INC. UNDER THE DIRECTION OF MONTEVERDE ENGINEERING & DESIGN STUIDO
NOTE: ALL FIXTURES SHALL BE IN ACCORDANCE WITH SECTION 165-201.07 OF THE FREDERICK
COUNTY ZONING ORDINANCE, AND SHALL BE FULL CUTOFF, FULLY DOWNCAST AND SHIELDED.
LIGHTING NOTES:
1.UNDER-CANOPY AND ACCENT LIGHTING NOT DEPICTED; NO MEASURABLE IMPACT TO
LIGHTING ORDINANCE ADHERENCE.
2.POLE LIGHTING SHALL BE MOUNTED AT 20'.
3.POLE BASE DESIGN IS DELEGATED TO THE LIGHTING CONTRACTOR.
4.POLE BASES LOCATED WITHIN 30" OF CURB FACE SHALL EXTEND 30" MIN ABOVE SURFACE
GRADE TO PROTECT POLES FROM CAR BUMBERS, ETC.
5.LIGHTING CONTRACTOR SHALL HAVE MISS UTILITY MARK ALL EXISTING UTILITIES, AND HAVE
SITE CONTRACTOR MARK ANY NEW UTILITIES/CONDUITS PRIOR TO DIGGING FOR
INSTALLATION OF POLE BASES.
6.POLE P5 SHALL BE HAND AUGERED TO ENSURE NO DAMAGE TO SURROUNDING CONDUITS.
7.LIGHTING CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE OF DIGGING IF ANY
CONFLICT IS DISCOVERED IN THE FIELD.
April 6, 2023
C8.02
LIGHTING 3D PLAN
Feet
0 20 40
SCALE: 1" = 20'-0"
RLA
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
SITE LIGHTING DESIGN OF THIS PROJECT HAS BEEN PERFORMED BY RED LEONARD ASSOCIATES INC.
April 6, 2023
C8.03
LIGHTING
SPECIFICATIONS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
RLA
April 6, 2023
C9.01
ESC DETAILS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
KLM
April 6, 2023
C9.02
SITE DETAILS
″
″
·
Paving Detail - Light Duty Parking
Paving Detail - Heavy Duty Parking
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
MA
April 6, 2023
C9.03
SITE DETAILS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
TYPICAL SECTION - ROUTE 50 (NORTHWESTERN PIKE) ENTRANCE
EDGE OF EX. PAVEMENTROADWAY CENTERLINERAISED MEDIAN
(WIDTH VARIES)
~2% CROSS SLOPE ~2% CROSS SLOPEROADWAY CROWNENTRANCE SLOPE (REFER TO C4
.
0
3
F
O
R
P
R
O
F
I
L
E
D
E
T
A
I
L
S
)FACE OF EX. CG-7FLOW LINE OF CG-11EX. MEDIAN CG-7
10' SHARED-USE PATH X-ING
SEE HEAVY DUTY PAVING DETAIL, SHEET C9.02
(SHALL MATCH ROUTE 50 PAVING SECTION, MIN)
MILL & OVERLAY LIMITS
~2% CROSS SLOPE ROADWAY CROWNEDGE OF EX. PAVEMENTFACE OF EX. CG-7FLOW LINE OF CG-11ENTRANCE SLOPE
(REFER TO C4.04 FOR PROFILE DETAILS)
SEE HEAVY DUTY PAVING DETAIL, SHEET C9.02
(SHALL MATCH ROUTE 50 PAVING SECTION, MIN)
TYPICAL SECTION - BOTANICAL BOULEVARD ENTRANCE
~2% CROSS SLOPE
REFER TO SHEET C9.02 FOR CONCRETE PAVING DETAIL
6" THICK P.C.C.
SLAB W/ 6" X 6" -
10/10 W.W.M. ON
6" GRAVEL BASE
45° @
CONCRETE
EDGES
FOOTING
6" DIA. PIPE, 8' LONG
FILLED W/ CONCRETE. TOP
OF PIPE; 4' ABOVE SLAB,
REQ'D FOOTING: 2'-0" DIA.
X 4'-0" DEEP. (TYP.)
CANE BOLT INSERT,
VERIFY W/DOOR
WIDTH FOR INSERT
LOCATION
PROVIDE 1" DIA. - 6" LONG
GALV. PIPE EMBEDDED IN
CONC. FOR CANEBOLT (TYP.
OF 4)
CEDAR OR WOOD
COMPOSITE GATE
10'-0"11'-0"3'-6"4'-0"3'-6"CANE BOLT
INSERT
10'
PAINTED STEEL POST
CAPS (TYP) - PAINT
COLOR EP-4
LOCKING SUPPORT COLLAR
FOR HINGE
6" DIA. PAINTED STEEL PIPE
POST EACH SIDE
212"X 212" PAINTED STEEL TUBE
GATE FRAME
6"1"
COLLAR HINGES WELDED TO
GATE FRAME (TAP & ADD
GREASE FITTINGS AT EA.
HINGE-GREASE HINGES
AFTER PAINTING)4'-0"8'-0"1"1"5'-4.5"6"5'-4.5"
NOTE:
1)PAINT GATE FRAMES,
HARDWARE & PIPES; COORD
COLOR CHOICES WITH
OWNER
2)ALL BRACES ARE ON THE
INSIDE OF THE GATES.1'-6"
2x6 PREFINISHED PLASTIC
LUMBER (TYPICAL)
ATTACHED TO STEEL
FRAME
112"x 112" PAINTED STEEL
BRACE
DROP ROD
GATE PULLS
16" O.C.
8" THICK POUR-IN
PLACE SLAB W/ 6"x6"
- 10/10 W.W.M. ON 6"
AGG. BASE
CONCRETE TO BE
4500PSI
SLOPE 1/4"
PER FT
(1) #5 CONT.,
GROUT
SOLID 8" CMU
W/ #5
VERTICAL
REBAR @
32" O.C.
HORIZ. REINF.
BOND BEAM
COURSE W/
CONTRACTOR SHALL ACQUIRE AND SUBMIT FORMAL
FOUNDATION DESIGN TO JURISDICTION (DELEGATED DESIGN)
(2) #5 CONT.
BENT #5 @ 32"
O.C.
6 MIL. VAPOR BARRIER
OVER 4" GRANULAR FILL
MAROADWAY CENTERLINEApril 6, 2023
C9.04
UTILITY DETAILS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
MA
3 - 4"
2 - 3"
3 - 4"
April 6, 2023
C9.05
STORMWATER
DETAILS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
STR-25 DETAIL
N.T.S.
30"
PLAN VIEW
SECTION VIEW
18" ORIFICE
IN
STR-25 DETAIL
4' MH-1
STANDARD
FRAME AND COVER
SOLID LID
18" HDPE OUT
IE: 807.73'
NOTE: VDOT STANDARD ST-1 SHALL BE PROVIDED WHEN STRUCTURE HEIGHT IS GREATER THAN 4' 18" HDPEOUT18" ORIFICE IN
IE: 807.73'
KLM
April 6, 2023
C9.06
STORMWATER
DETAILS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
KLM
April 6, 2023
C9.07
STORMWATER
DETAILS
Project number:
Date:
Drawn by:
Checked by:
21070C
September 2, 2022
No.Description DateSITE PLANHANG 10 CAR WASH &SHEETZ FUEL/CONVENIENCETBD Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 54-22Revisions:
APPROVED
FOR CONSTRUCTION
Monteverde
Engineering & Design Studio
2 5 0 E . E l i z a b e t h S t , S u i t e 1 1 4 • H a r r i s o n b u r g , V A 2 2 8 0 2
5 4 0 .2 2 8 .0 2 0 2 | w w w .m o n t e v e r d e d e s i g n s .c o m
SOR
1 AHJ Comments 12/5/2022
2 FW Comments 12/15/2022
3 PD & VDOT Comments 1/9/2023
4 PD Comments 2/6/2023
5 H10 Layout Revision 3/25/2023
6 FW Comments 4/4/2023
7 PD Comments 4/6/2023
KLM
STR #32: STORMTECH OUTLET STRUCTURE
N.T.S.
ELEV= 809.41'
48"
PLAN VIEW
SECTION VIEW20" HDPEOUT4.00" WIDE WEIR WALL
TOP ELEV.: 805.25'
ONE 3.5" ORIFICE: 801.57'
ONE 6" ORIFICE: 803.50'
STORMTECH OUTLET
MH-1
24" HDPE IN
IE: 802.49'
STANDARD
FRAME AND COVER
SOLID LID
TOP OF WEIR: 805.25'
20" HDPE OUT
IE: 801.57'
WEIR WALL CAST IN PLACE.
CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS TO ENGINEER
OF RECORD PRIOR TO
CONSTRUCTING.
NOTE: VDOT STANDARD ST-1 SHALL BE PROVIDED WHEN STRUCTURE HEIGHT IS GREATER THAN 4'
24" HDPE
IN
ONE 3.5" ORIFICE
801.57'
STR #14 STORMTECH OUTLET STRUCTURE
N.T.S.
ELEV=812.46'
48"
PLAN VIEW
SECTION VIEW24" HDPEIN4.00" WIDE WEIR WALL
TOP ELEV.: 808.00'
ONE 2.5" ORIFICE: 803.34'
ONE 10" ORIFICE: 806.00'
STORMTECH OUTLET
MH-1
24" HDPE IN
IE: 804.44'
STANDARD
FRAME AND COVER
SOLID LID
TOP OF WEIR: 808.00'
15" HDPE OUT
IE: 803.34'
WEIR WALL CAST IN PLACE.
CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS TO ENGINEER
OF RECORD PRIOR TO
CONSTRUCTING.
NOTE: VDOT STANDARD ST-1 SHALL BE PROVIDED WHEN STRUCTURE HEIGHT IS GREATER THAN 4' 15" HDPEOUTONE 2.5" ORIFICE
803.34'
6" UNDERDRAIN
801.57'27.17'15.33'13.33'4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473020'40'StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemDATE DRW CHKDESCRIPTIONHANG 10 SHEETZ BOTANICAL.WINCHESTER, VADATE: 10-03-22PROJECT #: S318140DRAWN: AMCCHECKED: JPRTHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIM RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.PROPOSED LAYOUT - EAST
SYSTEM
108 STORMTECH MC-3500 CHAMBERS
10
12
21
40
STORMTECH MC-3500 END CAPS
STONE ABOVE (in)
STONE BELOW (in)
% STONE VOID
21,295
INSTALLED SYSTEM VOLUME
ABOVE 801.57 (CF) (PERIMETER
STONE INCLUDED)
6,400 SYSTEM AREA (ft²)
636 SYSTEM PERIMETER (ft)
PROPOSED ELEVATIONS - EAST SYSTEM
814.07 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)
808.07 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)
807.57 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
807.57 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)
807.57 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
807.07 TOP OF STONE
806.07 TOP OF MC-3500 CHAMBER
803.53 24" TOP MANIFOLD/CONNECTION INVERT
802.49 24" ISOLATOR ROW PLUS CONNECTION INVERT
802.49 24" BOTTOM MANIFOLD/CONNECTION INVERT
802.32 BOTTOM OF MC-3500 CHAMBER
801.57 UNDERDRAIN INVERT
800.57 BOTTOM OF STONE
*INVERT ABOVE BASE OF CHAMBER
PART TYPE
PREFABRICATED END CAP
PREFABRICATED END CAP
MANIFOLD
MANIFOLD
FLAMP
CONNECTION
STRUCTURE 24
INSPECTION PORT
STRUCTURE 31
STRUCTURE 32
UNDERDRAIN
STRUCTURE 34
ITEM ON
LAYOUT DESCRIPTION
A 24" TOP CORED END CAP, PART#: MC3500IEPP24T / TYP OF ALL 24" TOP CONNECTIONS
B 24" BOTTOM CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWS
C 24" x 24" TOP MANIFOLD, ADS N-12
24" x 24" BOTTOM MANIFOLD, ADS N-12
INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMP (TYP 3 PLACES)
24" BOTTOM CONNECTION, ADS N-12
G
H
I
J
K
L
(DESIGN BY ENGINEER/ PROVIDED BY OTHERS)
(DESIGN BY ENGINEER/ PROVIDED BY OTHERS)
OCS (DESIGN BY ENGINEER/ PROVIDED BY OTHERS)
6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN
4" SEE DETAIL (TYP 2 PLACES)
(DESIGN BY ENGINEER/ PROVIDED BY OTHERS)8.5 CFS IN
D
E
F
INVERT* MAX FLOW
14.48"
2.06"
14.48"
2.06"
2.06"
25.5 CFS IN
14.0 CFS OUT
17.0 CFS IN
K
J 137.50'
125.58'
A
G
D
F
I
C
L
150.50'
139.92'
H
B 288.00'
276.08'
E
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
NOTES•
•MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.
DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD
COMPONENTS IN THE FIELD.•SHEET
THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR
DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION
IS PROVIDED.2 OF 7
20.25'22.25'4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473010'20'StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemDATE DRW CHKDESCRIPTIONHANG 10 SHEETZ BOTANICAL.WINCHESTER, VADATE: 10-03-22PROJECT #: S318140DRAWN: AMCCHECKED: JPRTHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.PROPOSED LAYOUT - WEST
SYSTEM
27
6
12
27
40
4,751
STORMTECH MC-3500 CHAMBERS
STORMTECH MC-3500 END CAPS
STONE ABOVE (in)
STONE BELOW (in)
% STONE VOID
INSTALLED SYSTEM VOLUME
ABOVE 804.46 (CF) (PERIMETER
STONE INCLUDED)
1,670 SYSTEM AREA (ft²)
195 SYSTEM PERIMETER (ft)
PROPOSED ELEVATIONS - WEST SYSTEM
816.02 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)
810.02 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)
809.52 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)
809.52 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)
809.52 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)
809.02 TOP OF STONE
808.02 TOP OF MC-3500 CHAMBER
805.48 24" TOP MANIFOLD INVERT
804.44 24" ISOLATOR ROW PLUS CONNECTION INVERT
804.44 24" BOTTOM CONNECTION INVERT
804.27 BOTTOM OF MC-3500 CHAMBER
802.02 BOTTOM OF STONE
PART TYPE ITEM ON
LAYOUT
PREFABRICATED END CAP
PREFABRICATED END CAP
MANIFOLD
FLAMP
CONNECTION
NYLOPLAST (INLET W/ ISO
PLUS ROW) STR-4
NYLOPLAST (OUTLET) STR-14
INSPECTION PORT
DESCRIPTION
24" BOTTOM CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWS
A 24" TOP CORED END CAP, PART#: MC3500IEPP24T / TYP OF ALL 24" TOP CONNECTIONS
B
C 24" x 24" TOP MANIFOLD, ADS N-12
D INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMP
E 24" BOTTOM CONNECTION, ADS N-12
F 30" DIAMETER (24.00" SUMP MIN)
G 30" DIAMETER (DESIGN BY ENGINEER)
H 4" SEE DETAIL
*INVERT ABOVE BASE OF CHAMBER
INVERT* MAX FLOW
14.48"
2.06"
14.48"
2.06"
17.0 CFS IN
14.0 CFS OUT
75.07'
68.25'
H
F
D
B
A
C
G
E
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
NOTES•
•MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.
DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD
COMPONENTS IN THE FIELD.•
STRUCTURES SHOWN ON THIS DESIGN ARE NOT INTENDED FOR MANWAY ACCESS. INSPECTION AND MAINTENANCE OF THE SYSTEM VIA THESE STRUCTURES IS RECOMMENDED TO BE
COMPLETED WITH REMOTE CONTROLLED EQUIPMENT, OR ADHERE TO GUIDANCE BY PROFESSIONAL MAINTENANCE COMPANY.
THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR
DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION
IS PROVIDED.•
SHEET
3 OF 7
24" HDPE
IN
ONE 10" ORIFICE
806.00'24" HDPEINONE 6" ORIFICE
803.50'
April 6, 2023