HomeMy WebLinkAbout43-23 Site PlanSITE INFORMATION:
TAX MAP #53-(A)-74A
INSTRUMENT #230010395
ACREAGE 1.70 AC
ZONING B2
MAGISTERIAL DISTRICT GAINESBORO
ADDRESS 145 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
MINOR SITE PLAN
SUBDIVISION OF PARCEL
145 BOTANICAL BOULEVARD
FREDERICK COUNTY, VA 22603
GAINESBORO MAGISTERIAL DISTRICT, SP 43-23
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 (A)
SEPTEMBER 16, 2023
No.Description DateMINOR SITE PLANHANG 10 CAR WASH145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 43-23Revisions:
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
SOR
1 P&D Comments 11/29/2023
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
SOR
SOR
ZONING INFORMATION:
ZONING:B-2 (General Business)
REQUIRED PROVIDED (HANG 10)
SETBACK (RTE 50):50' 117'
SETBACK (ECHO):35' 65'
SIDE YARD:N/A 85'(L)/21'(R)
REAR YARD: N/A 280'
MAX FAR:1.0 0.06
MIN LANDSCAPE:15% 26.0%
MAX HEIGHT:35' 26'-0"
FLOOR AREA RATIO CALCS:
HANG 10
GROUND FLOOR AREA: 4,185 SF
TOTAL FLOOR AREA: 4,185 SF
LOT AREA:73,852 SF
CALCULATED FAR: 0.06
MAX ALLOWED FAR: 1.00
ASSOCIATED PLANS:
·Site Plan 40-23
·Site Plan 54-22
·Rezoning Application 03-21
·Rezoning Application 08-08
PLAN DESCRIPTION: THIS MINOR SITE PLAN DEPICTS ZONING PROVISIONS RELATING TO THE
SUBDIVISION OF LAND ASSOCIATED WITH THIS PARCEL AND DEVELOPMENT. THE APPROVED
SITE PLAN FOR "HANG 10 CAR WASH & SHEETZ FUEL/CONVENIENCE", SP 40-23, GOVERNS ALL
CONSTRUCTION ASSOCIATED WITH THE DEPICTED SITE IMPROVEMENTS.
Sheet Index
Sheet Number Sheet Title
C0.01 COVER SHEET
C1.01 GENERAL NOTES
C1.02 PROFFERED CONDITIONS
C2.01 SITE LAYOUT
C3.01 LANDSCAPING PLAN
C4.01 LIGHTING PLAN
Nov 29, 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 (A)
SEPTEMBER 16, 2023
No.Description DateMINOR SITE PLANHANG 10 CAR WASH145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 43-23Revisions:
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
SOR
1 P&D Comments 11/29/2023
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
Nov 29, 2023
C1.02
PROFFERED
CONDITIONS
SOR
Project number:
Date:
Drawn by:
Checked by:
21070C (A)
SEPTEMBER 16, 2023
No.Description DateMINOR SITE PLANHANG 10 CAR WASH145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 43-23Revisions:
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
SOR
1 P&D Comments 11/29/2023
Nov 29, 2023
18LOADINGSHEETZFUEL & CONVENIENCESTORE~6,139 SFTanks
EENYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE IR
O
N
NYLOPLA
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 IRONNYLOPLASTDO NOT P
O
LL
U
TE
DR
A
I
NS
T
O
W
AT
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
SNYLOPL
A
ST
DO
N
O
T
POL
L
UTE
DR
A
I
N
S
T
O
W
A
T
ERWAY
S
FLOW
D
I
R
E
C
T
I
O
N
DUCTILE IRON NYLOPLAST
DO NO
T
P
O
L
L
U
TE
D
R
A
I
N
S
T
O
W
AT
E
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 DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE
I
RO
N
NYLOPLAS
TDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION
DUCTILE
I
RO
NNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS
FLOW DIRECTION
DUCTILE IRO
N
NYLOPL
A
S
TDO NOT POLLUTE DRAINS TO W
AT
E
RWA
Y
S
NYLOPLAST
DO NOT POLLUTEDRAINS TO WATER
W
A
Y
S
FLOW DIRECTION
DUCTILE I
RON
NYLOPLAS
T
DO NOT POLLUTE DRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUT
EDRAINS TO WATE
R
W
A
Y
S
FLOW DIRECTION
DUCTILE IRON
NYLOPLA
S
T
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
32.0'
30.0'
R60.0'
24.0'
R35.0'
R25.0'
R50.0'
20.0' (TYP)
9.0' (TYP)
8.0'
10.0'
18.0'
20.0' (TYP)
13.0' (TYP)
24.0'
S32°
4
7
'
2
4
.
2
5
"
W
110.
8
6
4
'
S32°
4
5
'
4
9
.
9
5
"
W
188.
3
6
0
'
S32°
4
5
'
4
9
.
9
5
"
W
271.
8
4
4
'S79° 26' 02.05"E149.070'N14° 17' 56.95"E
524.394'N75° 42' 03.05"W49.154'Project number:
Date:
Drawn by:
Checked by:
21070C (A)
SEPTEMBER 16, 2023
No.Description DateMINOR SITE PLANHANG 10 CAR WASH145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 43-23Revisions:
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
SOR
1 P&D Comments 11/29/2023
C2.01
SITE LAYOUT
Feet
0 30 60
SCALE: 1" = 30'-0"
SOR
SOR
5' PARKING BUFFER10' SHARED USE TRAIL50' FRONT SETBACK (PRINCIPAL ARTERIAL)PRIVATE ACCESS EASEMENT
(VARIABLE WIDTH)
PRIVATE ACCESS EASEMENT
(VARIABLE WIDTH)
INST#230010395
PRIVATE ACCESS EASEMENT
(VARIABLE WIDTH)
INST#230010395
EXISTING PARCEL BOUNDARY (TYP)
HAN
G
1
0
C
A
R
W
A
S
H
4,185
S
F
NEW FREESTANDING SIGN
MAX HEIGHT = 25 FT
MAX AREA = 150 SF
6
1
PARKING ANALYSIS:
CAR WASH (AUTO SERVICE): 2 PER SERVICE BAY + 1 PER 250 GSF OF OFFICE
2 + 350 GSF / 250 GSF = 4 SPACES REQUIRED
7 SPACES PROVIDED, INCL. 1 ADA
VACUUM STALLS: 18 (NOT INCLUDED IN PARKING SUMMARY)
NOTE: UNLESS OTHERWISE STATED, ALL PARKING SPACES SHOWN MEASURE 9'x20'
(VAC STALLS MEASURE 13'x20').10' PARKING BUFFER & FREESTANDING SIGN SETBACK280.8'
21.8862'
65.0'
117.3'
ZONING INFORMATION:
ZONING:B-2 (General Business)
REQUIRED PROVIDED
SETBACK (RTE 50):50' 117'
SETBACK (ECHO):35' 65'
SIDE YARD:N/A 85'(L)/21'(R)
REAR YARD: N/A 280'
LOT AREA: 73,852 SF
FLOOR AREA: 4,185 SF
MAX FAR:1.0 0.06
35' F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
(
E
C
H
O
L
N
)
5' PA
R
K
I
N
G
B
U
F
F
E
R
5' PARKING BUFFERNov 29, 2023
18
NY
L
O
P
LAS
T
DO
N
O
T
P
O
LL
U
T
E
DR
A
I
N
S
T
O
W
A
T
ERWAY
S
FLOW D
I
R
EC
T
IO
NDUCTILE IRON NYLOPLAST
DO NO
T
P
O
L
L
U
TE
D
R
A
I
N
S
T
O
W
AT
E
R
W
A
Y
S NYLOPLASTDO 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
TDO NOT POLLUTE DRAINS T
O
W
A
T
ER
W
AYS
NYLOPLAST
DO NOT POLLUTEDRAINS TO WA
T
E
R
W
A
Y
S
FLOW DIRECTION
DUCTILE
I
R
O
N
NYLOPLAS
T
DO NOT POLLUTE DRAIN
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUT
EDRAINS TO WAT
E
R
W
A
Y
S
FLOW DIRECTION
DUCTILE IR
O
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
AR (1)
QP (1)
QP (1)
PC (1)
50' BUFFER WITH 10' WIDE PEDESTRIAN
TRAIL AND TREES AND SHRUBS
(REQUIRED BY PROFFERED CONDITION #5)
AAR (1)
CJ (11)
OA (1)
CK (1)BS (5)
FG (5)
QP (1)
IVR (6)
IVJ (1)
AR (1)
CAR (5)
AR (1)
PC (1)
PC (1)
FG (3)
FG (3)
AA (5)
OV (1)
OV (1)
OV (1)
VN (3)
HM (4)
OA (1)
AR (1)
AR (1)
AR (1)
BM (16)
VD (16)
IG (16)
AG (16)
JC (16)
AA (5)
CAR (4)
FG (6)
NO PLANTINGS WITHIN SIGHT
DISTANCE TRIANGLE (SHADED)
OA (1)
S32°
4
7
'
2
4
.
2
5
"
W
110.
8
6
4
'
S32°
4
5
'
4
9
.
9
5
"
W
188.
3
6
0
'
S32°
4
5
'
4
9
.
9
5
"
W
271.
8
4
4
'S79° 26' 02.05"E149.070'N14° 17' 56.95"E
524.394'N75° 42' 03.05"W49.154'Project number:
Date:
Drawn by:
Checked by:
21070C (A)
SEPTEMBER 16, 2023
No.Description DateMINOR SITE PLANHANG 10 CAR WASH145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 43-23Revisions:
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
SOR
1 P&D Comments 11/29/2023
C3.01
LANDSCAPING
PLAN
Feet
0 30 60
SCALE: 1" = 30'-0"
SOR
SOR
5' PARKING BUFFER10' SHARED USE TRAIL50' FRONT SETBACK (PRINCIPAL ARTERIAL)PRIVATE ACCESS EASEMENT
(VARIABLE WIDTH)
PRIVATE ACCESS EASEMENT
(VARIABLE WIDTH)
6
110' PARKING BUFFER & FREESTANDING SIGN SETBACKLANDSCAPING ANALYSIS:
LOT AREA:73,852 SF
IMPERVIOUS AREA: 41,625 SF
PARKING LOT AREA: 18,045 SF
INTERIOR LANDSCAPE REQ'D: (5% OF PARKING AREA)
902 SF
INTERIOR LANDSCAPE: 1,360 SF (7.5%)
PERIMETER TREES REQ'D:(1 PER 2,000 SF OF IMPERVIOUS AREA)
20.8
INTERIOR TREES REQ'D:(1 PER 10 PARKING SPACES)
2.5
TOTAL TREES REQ'D: 24
TOTAL TREES PROVIDED: 25
LANDSCAPED AREA REQ'D: (15% OF TOTAL SITE)
11,078 SF
LANDSCAPED AREA:19,232 SF (26.0%)
NOTE: PROFFERED TREES AND SHRUBS AS QUANTIFIED ON C7.02 ARE NOT INCLUDED IN ANALYSIS ABOVE
(PROFFERED ELEMENTS BEING ADDITIONAL TO MIN ZONING REQUIREMENTS).
35' F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
(
E
C
H
O
L
N
)
5' PA
R
K
I
N
G
B
U
F
F
E
R
5' PARKING BUFFERPLANTING NOTES:
1.ALL PLANTINGS SHALL CONFORM TO THE DETAILS AND SPECIFICATIONS DEPICTED ON THE APPROVED SP 40-23.
2.LANDSCAPING SHALL NOT IMPEDE SIGHT DISTANCES OR BE PLANTED WITHIN UTILITY EASEMENTS.
3.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.
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
1
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
CAN BE PLANTED B&B
JC JUNIPERUS CHINENSIS "NICK'S COMPACT"
(NICK'S COMPACT JUNIPER)16 5 GAL.
36" MIN. HT.
5 GAL.
36" MIN. HT.
CAN BE PLANTED B&B
VD VIBURNUM DAVIDII (DAVID VIBURNUM)16
1
1.5" CAL.
8' MIN. HT.AS SHOWN
3 AS SHOWN
CJ CERCIDIPHYLLUM JAPONICUM (KATSURA TREE)
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)3 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
CAN BE PLANTED B&BAS SHOWN
BS BUXUS SEMPERVIRENS "ELEGANTISSIMA"
(ELEGANTISSIMA VARIEGATED BOXWOOD)5 5 GAL.
36" MIN. HT.
AA ARONIA ARBUTIFOLIA "BRILLIANTISSIMA"
(BRILLIANTISSIMA CHOKEBERRY)10 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWN
CAN BE PLANTED B&BAS SHOWNCARCLETHRA ALNIFOLIA "RUBY SPICE"
(RUBY SPICE SUMMERSWEET)9 3 GAL.
18" MIN. HT.
IVJ ILEX VERTICILLATA "JIM DANDY"
(JIM DANDY WINTERBERRY HOLLY)1 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWN
IVR 6 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)4 3 GAL.
18" MIN. HT.
CAN BE PLANTED B&BAS SHOWN173 GAL.
18" MIN. HT.FG FOTHERGILLA GARDENII (DWARF FOTHERGILLA)
3 GAL.
18" MIN. HT.VN VIBURNUM NUDUM "BRANDYWINE"
(BRANDYWINE VIBURNUM)3 CAN BE PLANTED B&BAS SHOWN
CK CORNUS KOUSA (KOUSA DOGWOOD)
AR ACER RUBRUM (RED MAPLE)
AAR AMELANCHIER ARBOREA (DOWNY SERVICEBERRY)
QP QUERCUS PHELLOS (WILLOW OAK)3 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&B
PLANT B&B,
SINGLE STEM TRUNK
3 2" CAL.
10' MIN. HT.AS SHOWN PLANT B&BOVOSTRYA VIRGINIANA (HOPHORNBEAM)
1.5" CAL.
8' MIN. HT.
PLANT B&B,
SINGLE STEM TRUNK
NOTE: TREES/SHRUBS WITH BOXED LABELS ARE SHOWN TO MEET BUFFER REQUIREMENTS, AND DO NOT COUNT TOWARDS MIN SITE LANDSCAPING
REQUIRED BY ZONING.
Nov 29, 2023
T
T
18
DOG WASH105MAT WASH106RESTROOM102OFFICE101LOBBY100WASH TUNNEL104EQUIPMENT ROOM103MCC ROOM107NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS
FLOW DIRECTION
DUC
T
I
L
E
IR
ON
NYLOP
L
AS
T
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPL
AS
T
DO N
OT
P
OL
LU
TEDRAIN
S
TO
W
AT
ERW
AY
S
FLOW DIR
E
CT
I
O
N
DUCTILE IRONNYLOPLAST
DO NOT P
O
L
LU
T
E
D
R
AI
N
S
T
O
WA
T
E
RW
A
YS
NYLO
PL
AST
DO NO
T
P
OL
LUT
EDRAIN
S
TO
W
ATE
RWA
YS
FLOW D
I
R
EC
T
I
ON
DUCTILE IRONNYLOPLAST
DO NOT PO
L
L
UT
E
DR
A
I
NS
T
O
W
A
TE
R
WA
Y
S
NYLOPLASTDO NOT POLLUTEDRAI
N
S
T
O
W
A
T
E
R
W
A
Y
S
FLOW
D
I
R
E
C
T
I
O
N
DUCTILE IRON NYLOPLAST
DO NOT PO
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
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
NYLOPLAST DO NOT
P
OL
LU
TEDRAINS
TO WATERWA
YS
FLOW DIRE
C
T
IO
N
DUCTILE IRON
NYLOPLASTDO NOT POL
L
U
TE
DRA
I
N
S T
O
WA
T
ERW
A
YSNYLOPLA
S
T
DO NOT P
O
LLUT
E
DRAIN
S TO
W
A
TER
W
A
YS
FLOW DI
R
E
C
TION
DUCTILE IRON
NYLOPLAST DO NOT
P
O
L
L
U
TE D
R
A
I
N
S
T
O
WATE
R
W
A
Y
S
NYLOP
L
AST
DO NO
T
POLLU
T
E
DRAINS
T
O WA
T
E
RWA
Y
S FLOW DIRECTION
DUCTILE IRON
NYLOPLAST DO NOT
P
O
LLUT
E
D
R
A
I
N
S
TO W
A
T
E
R
W
A
Y
S
73F
75F
76F
77F
78F
79F
80F
81F
84G
86H
91H
92H
93H
94H
68F
71F
74F
1A 2A 3A
12A 13A 14A
39C
40C 41C42C
43C
44C
45C
46C
47C
48C
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
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
2.6 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
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
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
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
5.4 3.8 3.2 3.1 1.8 2.9 2.4 3.1 5.4 8.0 10.5 12.3 13.0
5.3 3.6 3.0 2.7 5.1 2.4 2.8 2.9 4.4 10.0
4.3 3.3 2.9 2.6 3.7 2.2 3.1 3.4 5.9 14.8
3.8 3.3 2.9 3.2 3.7 6.8 14.5
5.4 4.0 3.1 2.9 5.8 3.0 5.2 13.5
6.2 4.8 3.3 2.9 3.7 2.8 4.3 7.8
4.8 3.4 2.8 3.1 2.4 2.5 3.0 4.1 4.9 5.2 5.2
4.1 3.1 2.7 2.8 5.6 2.1 2.3 2.7 3.0 2.9 2.6 2.2
4.3 3.5 3.1 2.8 3.3 2.1 2.7 4.0 5.2 4.9 3.5 2.4
5.0 3.5 2.8 2.9 2.1 3.2 4.4 4.9 3.7 2.5
6.1 4.0 3.0 2.7 5.1 4.7 2.7 2.4 1.9 2.0 2.8
5.7 3.9 3.0 2.4 3.1 9.3 3.5 2.4 2.5 1.6 2.7 9.1
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
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
5.2 3.9 2.7 2.2 2.1 1.4 1.7 1.8 2.4 4.3 3.6 6.2
4.8 2.7 2.0 2.2 1.7 1.8 1.8 2.1 3.1 4.8 8.2
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
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
4.5 2.9 2.2 2.2 2.0 1.8 1.7 1.8 2.5 7.3 10.1
5.4 3.3 2.3 2.3 2.1 1.9 1.7 1.9 2.5 7.9 8.8
5.1 3.1 2.3 2.3 2.1 1.9 1.8 1.9 2.5 6.9 10.0
3.7 2.7 2.3 2.3 2.0 1.9 1.9 2.4 2.3 6.7 7.0
2.7 2.4 2.3 2.4 2.1 2.1 2.7 3.7 2.6 5.1 8.9
2.4 2.5 2.6 2.5 2.2 2.3 3.7 5.2 3.0 3.6 6.0
2.4 2.3 2.4 2.4 2.2 2.4 4.1 2.6 2.7
3.1 2.4 2.1 2.4 2.2 2.3 3.4 4.9 2.9 2.3 2.3
4.5 2.7 2.2 2.5 2.3 2.3 2.6 3.6 2.7 2.3 2.1
5.0 3.0 2.4 2.9 2.9 2.6 2.7 3.1 3.3 2.9 2.5
4.4 3.0 2.9 3.7 3.7 3.5 3.6 3.1 4.3 4.5 3.1
3.0 2.9 2.8 3.4 3.6 3.8 3.5 2.6 5.7 3.8
2.1 2.8 3.1 3.8 4.1 3.4 2.7 2.4 5.6 3.9
1.7 2.6 2.9 3.5 4.0 3.6 2.7 2.0 3.1
1.2 1.8 2.3 2.9 3.0 3.1 2.9 1.8 1.8
1.2 1.9 3.0 3.1 2.6 2.4 2.0 1.7 2.2
1.0 1.5 2.4 2.4 1.8 1.7 1.6 1.6 2.2 2.6
1.2 1.8 2.7 2.2 1.5 1.3 1.3 1.3 1.8 2.9
2.2 2.6 2.3 1.8 1.2 1.1 1.2 1.6 2.5
2.1 3.2 2.5 2.1 1.5 1.2 1.2 1.7 2.6
3.2 2.7 2.4 1.7
2.1 2.0 1.7
0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.0 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.2 0.3 0.5 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.3 0.5 0.8 2.0 0.8 0.1 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.0 0.1 0.2 0.4 0.7 4.5 1.5 0.7 0.6 0.7 1.0 1.3 1.1 0.7 0.4 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2
0.0 0.0 0.1 0.2 0.5 2.9 0.9 0.9 1.2 1.4 1.8 1.5 1.1 0.7 0.5 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.4
0.0 0.0 0.1 0.1 0.3 0.7 1.4 1.5 2.2 2.1 2.6 2.0 1.8 1.3 0.8 0.6 0.6 0.7 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.8 1.0
0.0 0.0 0.0 0.1 0.2 0.5 2.7 2.9 3.0 2.6 2.2 1.9 1.2 1.1 1.1 1.1 1.2 1.3 1.3 1.3 1.2 1.0 1.2 1.4 1.4
0.0 0.0 0.0 0.1 0.1 0.2 2.5 2.1 1.6 1.9 2.2 2.1
0.0 0.0 0.0 0.0 0.1 0.2 0.4
0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.1 2.3 2.5 3.2 3.6 2.8 2.6 1.9
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 2.1 1.0 1.5 4.3 4.3 5.4
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.7 1.2 4.1 3.9 5.1 5.4
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.5 3.2 2.3 3.2 5.6 3.9 3.2 3.8 4.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 1.0 2.8 5.0 6.2 6.0 3.5 2.7
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 2.4 4.4 0.8 1.3
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 0.8 1.8 5.6 3.4 0.8 1.2
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.3 4.5 5.1 1.7
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.8 2.3 6.0 2.2
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.6 1.2 3.7 5.0 2.1 2.3 3.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.0 3.7 5.8 2.4 3.1
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.9 3.1 5.0 2.5 2.4
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.7 1.9 5.5 5.1 2.2 2.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.1 3.5 5.7 1.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 2.1 3.9 1.8
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.6 5.1 4.0 1.8 5.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.4 4.6 4.9 6.1 2.5
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 1.0 3.3 4.5 10.1 7.4 2.7
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.2 0.4 0.6 1.6 4.1 7.8 3.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.9 3.0 5.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 2.7 1.6 1.3 5.0 2.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.9 5.5 1.8 1.6 3.7 2.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.2 4.0 1.8
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.2 0.5 0.7 1.7
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.5 2.0 4.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 1.0 0.5 1.0 4.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.2 1.5 4.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 3.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.8 2.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.7
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.8 5.7 3.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.7 2.5
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.9 3.6
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.9 3.5
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 2.2 4.5
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.3 3.6
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.0 2.5 4.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 2.7 2.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.8 2.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 1.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.0 1.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.9 1.4 2.3 2.7 1.3 1.4 2.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 1.5 2.0 2.2 1.1 0.9 0.8 1.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.3 1.3 1.5 2.1 1.7 1.0 0.6 0.4 0.4 0.6
23 17 25 36 38 39
30 18 35 45 46 47
30 45 42 52 54 55
39 47 53 56 52 50
29 43 40 46 52 54
30 18 34 45 46 47
23 19 24 36 37 37
Project number:
Date:
Drawn by:
Checked by:
21070C (A)
SEPTEMBER 16, 2023
No.Description DateMINOR SITE PLANHANG 10 CAR WASH145 Botanical BoulevardFrederick County, Virginia 22603Gainesboro Magisterial District, SP 43-23Revisions:
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
SOR
1 P&D Comments 11/29/2023
C4.01
LIGHTING PLAN
Feet
0 15 30
SCALE: 1" = 30'-0"
PHOTOMETRIC NOTES:
1.PHOTOMETRIC ANALYSIS FOR THIS PROJECT HAS BEEN PERFORMED BY RED LEONARD
ASSOCIATES INC. UNDER THE DIRECTION OF MONTEVERDE ENGINEERING & DESIGN STUDIO.
2.ALL PHOTOMETRICS DEPICTED ARE AS PRESENTED IN THE APPROVED SP 40-23. FIXTURES ON
PARCEL 53-A-74 DEPICTED DUE TO IMPACT ON PHOTOMETRICS BETWEEN SITES.
3.LIGHT TRESPASS ACROSS NEW DIVISION LINE IS ONLY AS NECESSARY FOR ILLUMINATION OF
SHARED ACCESS AISLE.
LIGHTING NOTES:
1.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.
2.UNDER-CANOPY AND ACCENT LIGHTING NOT DEPICTED; NO MEASURABLE IMPACT TO LIGHTING
ORDINANCE ADHERENCE.
3.POLE LIGHTING SHALL BE MOUNTED AT 20'. WALL PACKS SHALL BE MOUNTED AT 9'.
4.POLE BASE DESIGN IS DELEGATED TO THE LIGHTING CONTRACTOR.
5.POLE BASES LOCATED WITHIN 30" OF CURB FACE SHALL EXTEND 30" MIN ABOVE SURFACE
GRADE TO PROTECT POLES FROM CAR BUMBERS, ETC.
6.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.
7.POLE P5 SHALL BE HAND AUGERED TO ENSURE NO DAMAGE TO SURROUNDING CONDUITS.
8.LIGHTING CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE OF DIGGING IF ANY CONFLICT IS
DISCOVERED IN THE FIELD.
SHARED ACCESS EASEMENT
SHARED ACCESS EASEMENT
SHARED ACCESS EASEMENT
Nov 29, 2023