HomeMy WebLinkAbout32-25 Site PlanTHIS 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.C1.01
GENERAL NOTES
SOR
SOR
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
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:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
FIRE DEPARTMENT CONNECTIONFDC
E/T
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 FREDERICK ZONING ORDINANCE. 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 FREDERICK 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 FREDERICK 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.
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. # 32-25
U.S. ROUTE 522
NORTH FREDERICK PIKE
(VARIABLE WIDTH R/W)FOX DRIVE(VARIABLE WIDTH R/W)PIN 42-A-196
1.797 ACRES
ZONED: B2
USE: COMMERCIAL
EXISTING ONE STORY
BRICK BUILDING
"SHEETZ"
(STORE 186)
LINE BEARING DISTANCE
L1 S 86°09'40" E 1.50'
L2 S 69°37'50" E 1.56'
L1
L2N 20°22'10" E 236.22'S 69°40'00" E 89.37'
N 69°37'50" W 232.50'
N 67°57'20"
E
47.32'55.19'S 70°26'10" E S 65°30'16" E 44.61'
S
3
5
°
0
0
'
4
0
"
E
8
1
.
5
3
'S 03°50'20" W 149.55'S 03°50'20" W 42.59'N 86°41'
2
5
"
W
1
2
1
.
6
0'
LINE TABLE
EX. FIRE HYDRANT W/ BOLLARDS
C2.01
EXISTING
CONDITIONS
Feet
0 20 40
SCALE: 1" = 20'-0"
SOR
SOR
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
SURVEY NOTES
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY
COMPLETED MAY 19, 2025 BY MARSH & LEGGE LAND SURVEYORS, UNDER THE CARE OF MARK
LEGGE, LS.
2. BOUNDARY INFORMATION SHOWN IS BASED ON A BOUNDARY LINE ADJUSTMENT PLAT DATED
SEPTEMBER 30, 1993 MADE BY H. BRUCE EDENS, L.S. RECORDED IN DEED BOOK 808 AT PAGE 775
AND ORIENTED TO THE SURVEY BASED ON PROPERTY CORNERS FOUND.
3. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND SUPPLEMENTED WITH INFORMATION FROM EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS
PERTINENT TO CONSTRUCTION PRIOR TO DIGGING.
4. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL
DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS. # 32-25
U.S. ROUTE 522
NORTH FREDERICK PIKE
(VARIABLE WIDTH R/W)FOX DRIVE(VARIABLE WIDTH R/W)EXISTING ONE STORY
BRICK BUILDING
"SHEETZ"
(STORE 186)
L1
L2N 20°22'10" E 236.22'S 69°40'00" E 89.37'
N 69°37'50" W 232.50'
N 67°57'20"
E
47.32'55.19'S 70°26'10" E S 65°30'16" E 44.61'
S
3
5
°
0
0
'
4
0
"
E
8
1
.
5
3
'S 03°50'20" W 149.55'S 03°50'20" W 42.59'N 86°41'
2
5
"
W
1
2
1
.
6
0'
UST FIELD TO REMAIN,
PROTECT AND PRESERVE
PAD AND ALL TANK LIDS
PROTECT & PRESERVE TRANSFORMER PAD
PRESERVE LANDSCAPE
REMOVE AND REPLACE EX.
GREASE TRAP, REFER TO C4.01
PRESERVE SIGNAGE
DEMO EX. FREESTANDING SIGN.
COORD. WITH OWNER FOR ANY SALVAGE REQUIERMENTS.
REPLACE EX. SWM STR#3,
REFER TO C6.01
REMOVE AND DISPOSE OF FURNITURE
PROTECT AND PRESERVE
SANITARY CLEANOUT (TYP)
REMOVE AND PRESERVE PEDESTAL,
REPLACE UPON PROJECT COMPLETION
SAWCUT ASPHALT-CONCRETE
INTERFACE IF/AS NECESSARY TO
CREATE CLEAN LINE FOR RE-POUR
SAWCUT ASPHALT-CONCRETE
INTERFACE IF/AS NECESSARY TO
CREATE CLEAN LINE FOR RE-POUR
SAWCUT ASPHALT-CONCRETE
INTERFACE IF/AS NECESSARY TO
CREATE CLEAN LINE FOR RE-POUR
SAWCUT ASPHALT-CONCRETE
INTERFACE IF/AS NECESSARY TO
CREATE CLEAN LINE FOR RE-POUR
SAWCUT ASPHALT-CONCRETE
INTERFACE IF/AS NECESSARY TO
CREATE CLEAN LINE FOR RE-POUR
PROTECT AND PRESERVE
SANITARY STR / LID
REPLACE EX. SWM STR#1,
REFER TO C6.01
PROTECT AND PRESERVE
EX. SWM STR#2
PROTECT & PRESERVE DUMPSTER
PAD & ENCLOSURE; REPLACE DOORS ONLY
PROTECT & PRESERVE WALL,
DEMO ONLY SIDEWALK AND RAILING
PRESERVE AND PROTECT GAS METER
PROTECT AND PRESERVE EX.
FLAGPOLE & LIGHT
DEMO EX. AIR MACHINE
AND CAP CONDUIT FEED
DEMO ALL EX. LIGHT POLES
AND FIXTURES; PROTECT AND
PRESERVE POLE BASES (TYP)
REMOVE 2 HOLLY SHRUBS,
REFER TO C7.01 FOR REPLACEMENT PLANTINGS
~220 SF DISTURBANCE
REMOVE 10 CHERRY LAURELS,
REFER TO C7.01 FOR REPLACEMENT PLANTINGS
~400 SF DISTURBANCE
REMOVE SHRUBS AND TREE,
REFER TO C7.01 FOR REPLACEMENT PLANTINGS
~230 SF DISTURBANCE
INSTALL CURB INLET & TIE INTO EX. STORM SYSTEM,
REFER TO SHEET C6.01
~220 SF DISTURBANCE
EXTEND LANDSCAPE ISLANDS TO ACCOMDATE ENTRANCE
MODIFICATION AND ADD PARKING, REFER TO C4.01
~1570 SF DISTURBANCE
DEMOLITION LEGEND
CONCRETE CURBING & PAVING TO BE REMOVED
CANOPY / OVERHANG AREA 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 FREDERICK COUNTY WITH THE NAME AND CERTIFICATION NUMBER OF THE
RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTURBANCE BOND AT THE AMOUNT SET BY
THE COUNTY 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 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.CURBING AND PAVEMENT DEMO EDGES SHALL BE SAWCUT, IF/AS NECESSARY TO ENSURE SMOOTH
TIE-INS UPON REPAVING.
16.DISTURBED AREA AS SHOWN EQUALS ~2,740 SF. EXISTING BASE STONE SHALL REMAIN IN-PLACE FOR
PROPOSED REPAVING AREAS IF OF SUFFICIENT DEPTH AND QUALITY, AND SHALL REMAIN FREE OF
FINES. CONTRACTOR SHALL ENSURE TOTAL LAND DISTURBANCE ASSOCIATED WITH PROJECT IS KEPT
BELOW 10,000 SF.
17.ALL TREES AND DECORATIVE LANDSCAPING OUTSIDE OF DEMO LIMITS SHALL BE PRESERVED. IF
DAMAGED BY DEMOLITION OR CONSTRUCTION ACTIVITIES, THEY SHALL BE REPLACED IN KIND.
C2.02
DEMOLITION PLAN
SOR
SOR
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
Feet
0 20 40
SCALE: 1" = 20'-0"
UNDER-CANOPY CONCRETE TO BE REMOVED,
PRESERVING FUEL ISLANDS
NOTE: ALL UNDERGROUND FACILITIES, INCLUDING ALL TANKS AND
PIPING, SHALL REMAIN IN-PLACE UNLESS OTHERWISE NOTED. # 32-25
U.S. ROUTE 522
NORTH FREDERICK PIKE
(VARIABLE WIDTH R/W)FOX DRIVE(VARIABLE WIDTH R/W)EXISTING ONE STORY
BRICK BUILDING
"SHEETZ"
(STORE 186)
65.0'
10.0' (TYP)
35.5'
30.0'
54.5'
50.0'
42.4'
2.6'
65.0'8.0'
8.0'
1
2
3
4
5
6789101112
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
5.0'
5.0'
5.0'
R4.0'
R4.0'
R6.0'
R15.0'
R15.0'
R100.0'
R4.0'
R4.0'
R12.0'
R2.0'
R2.0'
R6.0'R4.0'R4.0'R15.0'
R4.0'
R4.0'
R6.0'
R10.0'
R15.0'
R10.0'
32
31
33
34
35
36
4"x4" BUMPER POST (TYP)
NEW DUMPSTER ENCL. GATE & FENCE,
REFER TO BUILDING PLANS
CG-2 (TYP)
CATCH CURB (TYP)
VANISHING CURB OVER 16 LF (TYP),
REFER TO C6.01 FOR SPOT GRADES
PAVEMENT FLUSH WITH S/W
(TYP, ALL SPACES ON BLDG PERIMETER)
NEW RAILING,
REFER TO BLDG PLAN
NEW FENCING,
REFER TO BLDG PLAN
20.0' (TYP)
25 LF CURB CUT WITH
2'-WIDE CONC. APRON /
GUTTER EXTENSION
(MATCH EXISTING, 6" RISE
OVER 2 LF)
POUR NEW CONCRETE
AGAINST SAWCUT W/
EXPANSION JOINT (TYP)
POUR NEW CONC. AGAINST
PRESERVED FUEL ISLANDS WITH
EXPANSION JOINT (TYP)
ADJUST RIMS TO ALL EX.
STRUCTURES TO BE FLUSH
W/ NEW CONC. (TYP)
52.0'
AIR MACHINE W/ RECESSED CURB,
COORD ELEC FEED WITH OWNER.
SEE DETAIL, C9.01
NEW 6" BOLLARD,
CENTERD 9" FROM BACK OF
CURB AND PLACED 48" O.C. (TYP)
FREESTANDING SIGN, TO BE
PERMITTED SEPARATELY.
COORD ELEC FEED WITH OWNER.
POUR NEW CONC. AGAINST
EX. UST FIELD / CAP WITH
EXPANSION JOINT
PROPOSED 2000 GALLON
GREASE INTERCEPTOR,
PLUMB TO FIT EX. LATERALS.
SEE DETAIL SHEET C9.01
POUR NEW CURB
AGAINST SAWCUT W/
EXPANSION JOINT (TYP)
ALL POLES / LIGHT FIXTURES SHALL BE
REPLACED, POLE BASES SHALL BE PRESERVED
AND RE-UTILIZED. REFER TO C8.01.
NEW FENCING,
REFER TO BLDG PLAN
NEW ENTRANCE VESTIBULE,
REFER TO BUILDING PLANS
EXTERIOR FURNITURE & EQUIPMENT (TYP),
BY OWNERS; SHOWN FOR REF ONLY
50' FRONT SETBACK
35'
FRONT
SETBACK
50' FRONT SETBACK
35'
FRONT
SETBACK
SPILL CURB (TYP),
WARP TO DRAIN TO Ex. DI
SPILL CURB (TYP)
Ex. 1" SERVICE METER, REPURPOSED FOR IRRIGATION
VDOT CG-6 WITHIN R/W (TYP),
ENTRANCES SHALL ADHERE TO CG-11 REQUIREMENTS
VDOT CG-6 WITHIN R/W (TYP),
ENTRANCES SHALL ADHERE TO
CG-11 REQUIREMENTS37
38
39
40
41
50
'
F
R
O
N
T
S
E
T
B
A
C
K
Ex. 1.5" DOMESTIC WATER/SEWER METER
PROPOSED 20' FREDERICK
WATER EASEMENT
PROPOSED 20' FREDERICK
WATER EASEMENT
16.0'
R4.0'
R10.0'
R40.0'
R10.0'
R15.0'
VARIABLE FREDERICK
WATER EASEMENT
SITE PLAN NOTES:
1.NEW PAVEMENT SHALL BE MADE FLUSH WITH ADJACENT FOR SMOOTH TIE-INS.
2.A SEPARATE SIGN PERMIT IS REQUIRED FOR ALL SIGNS.
3.A MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE SUBMITTED TO AND APPROVED
BY VDOT PRIOR TO ISSUANCE OF VDOT LAND USE PERMIT FOR WORK WITHIN PUBLIC
RIGHT-OF-WAY. SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH WAPM
TTC-4.2.
4.ALL PARKING SPACES SURROUNDING BUILDING SHALL BE FLUSH WITH PAVEMENT.
WIPE DOWN 6" CURB OVER LENGTH OF PARKING STALL.
5.COLOR AND PATTERN OF STAMPED CONCRETE SIDEWALK SURROUNDING
CONVENIENCE STORE SHALL BE COORDINATED WITH ARCHITECT/OWNER.
6.BUMPERPOSTS SURROUNDING CONVENIENCE STORE SHALL BE SET TWO (2) PER
STALL, 5.0' SPACING ON CENTER.
7.BOLLARDS SURROUNDING CONVENIENCE STORE SHALL BE 6" IN DIAMETER AND
SPACED 20.0' ON CENTER.
8.HEAVY DUTY CONCRETE SHALL BE UTILIZED FOR ENTIRETY OF NEW PAVING LIMITS.
LIGHT DUTY SHALL BE USED ONLY FOR PEDESTRIAN-ONLY SIDEWALKS. REFER TO
CONCRETE SPECIFICATION ON C9.01.
9.CONTRACTOR SHALL UPGRADE THE EXISTING WATER SERVICE TO COMPLY WITH
CURRENT REQUIREMENTS, INCLUDING BUT NOT LIMITED TO REPLACING THE
BACKFLOW PREVENTER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
FREDERICK COUNTY WATER INSPECTOR REQUIREMENTS.
10.ALL PAVEMENT STRIPING SHALL BE TYPE A PAINT.
11.CONTRACTOR SHALL PROVIDE MOT PLAN TO VDOT FOR REVIEW AND APPROVAL
PRIOR TO WORK WITHIN PUBLIC R/W. MOT PLAN SHALL INCLUDE TTC-4.2,
STATIONARY OPERATION ON A SHOULDER, AT A MINIMUM; SEE DETAIL, SHEET C9.02.
C4.01
SITE LAYOUT
SOR
SOR
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
LIGHT DUTY CONCRETE
HEAVY DUTY CONCRETE
Feet
0 20 40
SCALE: 1" = 20'-0"
BRICK SIDEWALK
FREDERICK WATER NOTES:
1.VALVES, MANHOLES, ARV’S AND OTHER FREDERICK WATER SURFACE FEATURES
SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF
HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE
FREDERICK WATER INSPECTOR
2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES,
PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON
FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY
CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION
3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS
SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS
4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK
WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTORS
REQUIREMENTS
5.IF EXISTING FREDERICK WATER FACILITIES ARE REMOVED, THE REMOVED ITEMS AND
RELATED MATERIALS SHALL BE REPLACED WITH NEW MATERIALS. REMOVED
MATERIALS SHALL BE FURNISHED TO THE FREDERICK WATER INSPECTOR
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.TANK, COMPONENTS, AND INSTALLATION SHALL BE
TRAFFIC RATED
5.CONTRACTOR SHALL COORDINATE INSTALLATION
AND INSPECTIONS WITH BOTH FREDERICK COUNTY
INSPECTIONS DEPARTMENT AND FREDERICK WATER
AVERAGE DAILY WATER AND SEWER USAGE = 3,500 GPD
MAX DAILY WATER AND SEWER USAGE = 8,750 GPD
AVERAGE DAILY IRRIGATION USAGE = ~100 GPD
# 32-25
U.S. ROUTE 522
NORTH FREDERICK PIKE
(VARIABLE WIDTH R/W)FOX DRIVE(VARIABLE WIDTH R/W)EXISTING ONE STORY
BRICK BUILDING
"SHEETZ"
(STORE 186)
L1
L2N 20°22'10" E 236.22'S 69°40'00" E 89.37'
N 69°37'50" W 232.50'
N 67°57'20"
E
47.32'55.19'S 70°26'10" E S 65°30'16" E 44.61'
S
3
5
°
0
0
'
4
0
"
E
8
1
.
5
3
'S 03°50'20" W 149.55'S 03°50'20" W 42.59'N 86°41'
2
5
"
W
1
2
1
.
6
0'
EX. FIRE HYDRANT W/ BOLLARDS
FFE: 24.90825824823
824825
8238238
2
2
822825822823
824825825 824 822821824TC ~ 26.65
(MATCH EX.)
TC ~ 24.12
(MATCH EX.)
TC ~ 20.73
(MATCH EX.)
TC ~ 22.15
(MATCH EX.)
TC ~ 22.93
(MATCH EX.)
TC ~ 26.31
(MATCH EX.)
TC ~ 25.86
(MATCH EX.)
TC: 26.00
TC: 25.85 TC: 24.45
TC: 24.70
TC: 26.20
TC: 26.50
TC: 24.85 (HP)
TC: 21.55
TC: 21.55
TC: 21.45
TC: 22.15
TC: 22.45 (HP)
TC: 21.90
TC: 21.50
TC ~ 20.42
(MATCH EX.)
TC ~ 20.90
(MATCH EX.)
TC: 21.25
TC: 22.15
TS: 24.65TC: 24.50
TC: 24.35
(FULL CURB)
TC: 23.00
TC: 23.55
TC: 24.60
TC: 24.30
TC: 24.65
(FULL CURB)
TC: 24.00
TS: 24.65
TS: 24.65
TP: 23.85
TS: 24.65
TC: 24.50
(FULL CURB)
TC: 24.65
(FULL CURB)
TC: 23.95 (HP)
TP: 24.35
TP: 24.35
TC: 22.90 (LP)TC: 22.15
APPROXIMATE FLOW LINE LOCATION,
CONTRACTOR TO ENSURE POSITIVE DRAINAGE
TC: 23.35
TS: 24.65
REPLACE DI-1 WITH NEW STRUCTURE,
PRESERVING TOP/GRATE IF DEEMED TO BE
IN SATISFACTORY CONDITION (COORD WITH OWNER).
STRUC.= B-1 (48") WITH ST-1
RIM ELEV = 822.72
INV. OUT = 820.72 (12"; FIELD VERIFY ELEV.)
SUMP = 817.72
SNOUT = 18R, PLACED ON OUTFALL
REPLACE DI-1 WITH NEW BASE,
PRESERVING TOP/GRATE IF DEEMED TO BE
IN SATISFACTORY CONDITION (COORD WITH OWNER).
STRUC.= B-1 (48") WITH ST-1
RIM ELEV = 821.25
INV. IN = 819.45 (6"; FIELD VERIFY ELEV.)
INV. OUT = 818.95 (12"; FIELD VERIFY ELEV.)
SUMP = 815.95
SNOUT = 18R, PLACED ON OUTFALL
TC ~ 20.53
(MATCH EX.)
TC: 21.00 TC ~ 20.96
82
1
TC: 21.90 (HP)
TC: 21.95
TC: 21.70
TC: 23.60
TC: 23.85
TC: 21.35
INSTALL CURB INLET.
STRUC.= MH-1 W/ DI-3C TOP, 6' LENGTH
RIM ELEV = 820.49
INV. OUT = 816.82 (12" HDPE)
TC ~ 20.66
(MATCH EX.)
41.0 LF 12"-DIA ADS N-12
HDPE @ 5.3% SLOPE
INV IN = 816.82
INV OUT = 814.65
COORDINATE GUY
WIRE RELOCATION
WITH UTILITY OWNER
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
C6.01
GRADING
& SWM PLAN
Feet
0 20 40
SCALE: 1" = 20'-0"
SOR
SOR
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.
5.GROUND WATER CAN BE PRESENT WITHIN THE SOIL DUE TO SURFACE
INFILTRATION OR WATER TABLE FLUCTUATION. IF GROUND WATER IS
ENCOUNTERED DURING CONSTRUCTION, AN ADEQUATE DRAINAGE
SYSTEM MUST BE INSTALLED.
GRADING NOTES:
1.MAXIMUM SLOPE AND CROSS-SLOPE ALLOWANCES STATED ON THE
ACCESSIBILITY NOTES SECTION OF THIS PLAN SET SHALL GOVERN ALL
OTHER DIRECTION PROVIDED ON THIS GRADING PLAN. CONTRACTOR
SHALL NOTIFY ENGINEER IF ANY CONFLICT IS DISCOVERED BETWEEN
SPOT GRADES, CONTOURS, VARIOUS SLOPE AND CROSS-SLOPE
REQUIREMENTS, ETC., PRIOR TO CONSTRUCTION OF AFFECTED AREA.
2.CONTRACTOR SHALL WARP GUTTER PLAN LOCATED IN PATH OF
ACCESSIBLE ROUTE IMMEDIATELY ADJACENT TO ANY CG-12, SUCH THAT
SLOPE OF GUTTER PAN IS 5% MAX.
SWM STRUCTURE NOTES:
1.REPLACEMENT DI-1 STRUCTURES SHALL INCLUDE FULL REPLACEMENT OF
BASE, CAST TO REPLICATE EXISTING INVERTS. CONTRACTOR SHALL FIELD
VERIFY INVERT LOCATIONS AND ELEVATIONS PRIOR TO ORDERING OF
MATERIALS. CONE (IF ANY) AND TOP MAY BE PRESERVED AND RE-USED
IF FOUND TO BE IN SATISFACTORY CONDITION; CONDITION SHALL BE
REVIEWED WITH OWNER'S REP PRIOR TO DETERMINATION.
2.SNOUTS ARE TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, AS
GENERALLY DETAILED IN THIS PLAN SET. REFER TO SHEET C9.02. # 32-25
PROPOSED 2000 GALLON
GREASE INTERCEPTOR,
PLUMB TO FIT EX. LATERALS.
SEE DETAIL SHEET C9.01
50' FRONT SETBACK
35'
FRONT
SETBACK
50' FRONT SETBACK
35'
FRONT SETBACK
50
'
F
R
O
N
T
S
E
T
B
A
C
K
FOX DRIVE(VARIABLE WIDTH R/W)EXISTING ONE STORY
BRICK BUILDING
"SHEETZ"
(STORE 186)
L1
L2N 20°22'10" E 236.22'S 69°40'00" E 89.37'
N 69°37'50" W 232.50'
N 67°57'20"
E
47.32'55.19'S 70°26'10" E S 65°30'16" E 44.61'
S
3
5
°
0
0
'
4
0
"
E
8
1
.
5
3
'S 03°50'20" W 149.55'S 03°50'20" W 42.59'N 86°41'
2
5
"
W
1
2
1
.
6
0'
BS (15)
IVS (3)
IVS (3)
HP (6)
IVN (4)
CA (2)
CK (1)
20' FREDERICK WATER
EASEMENT (ALL SHRUBS
WITHIN EASEMENT MUST
BE EQUIPPED WITH ROOT
GUARD. SEE NOTE 10, THIS
SHEET).
BS (13)
FREDERICK WATER
EASEMENT (ALL SHRUBS
WITHIN EASEMENT MUST
BE EQUIPPED WITH ROOT
GUARD. SEE NOTE 10, THIS
SHEET)
C7.01
LANDSCAPE PLAN
OP
SOR
Feet
0 20 40SET 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. DIG
TREE PIT TO NECESSARY DEPTH FOR PROPER
ROOT COLLAR PLACEMENT.
3" MULCH LAYER. DO NOT PLACE MULCH
WITHIN 4" OF ROOT COLLAR.
3" HIGH SAUCER WATERING RING AROUND
ENTIRE TREE
REMOVE ALL BURLAP FROM ROOT BALL BEFORE PLANTING
PLANTING MIX PLACED IN 12" LIFTS. TAMP LIGHTLY,
COMPACT TO MAX. 85% DENSITY. PLANTING SOIL
TO BE MIN. 12-INCH DEPTH.
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 ALL BURLAP BEFORE PLANTING
PLANTING MIX PLACED IN 6" LIFTS. TAMP LIGHTLY,
COMPACT TO MAX. 85% DENSITY. PLANTING SOIL
TO BE MIN. 12-INCH DEPTH.
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,
12-INCH MIN. DEPTH.
LOOSEN ROOTS, CUT MATTED
OR ENCIRCLING ROOTS AND
SPREAD OUT EVENLY
PREPARED, SCARIFIED SUBSOIL12"
MIN.
12"
MIN.
12" MIN.
PLANT SCHEDULE
BOTANICAL NAME (COMMON NAME)QUANTITY SIZE SPACING REMARKS
TREE
SHRUBS
SYMBOL
CK
HP HYDRANGEA PANICULATA (BOBO PANICLE
HYDRANGEA)6 3 GAL.
18" MIN. HT AS SHOWN
IVS ITEA VIRGINICA "SPRICH" (LITTLE HENRY DWARF
SWEETSPIRE)6 3 GAL.
18" MIN. HT AS SHOWN
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.SULFUR-COATED GEOTEXTILE FABRIC SHALL BE PLACED AS ROOT GUARD 12" UNDERNEATH ALL SHRUBS LOCATED WITHIN
PROPOSED FREDERICK WATER EASEMENT.
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
1 1.5" CAL.
8' MIN. HT.AS SHOWNCORNUS KOUSA (KOUSA DOGWOOD)
CAN BE PLANTED B&BAS SHOWNBSBUXUS SEMPERVIRENS "ELEGANTISSIMA"
(ELEGANTISSIMA VARIEGATED BOXWOOD)15 5 GAL.
36" MIN. HT.
PLANT B&B,
SINGLE STEM TRUNK
CAN BE PLANTED B&B
ILEX VOMITORIA "NANA"
(DWARF YAUPON HOLLY)4 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWNIVN
CA CLETHRA ALNIFOLIA (SWEET PEPPERBUSH)2 3 GAL.
18" MIN. HT.CAN BE PLANTED B&BAS SHOWN
CAN BE PLANTED B&B
·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. # 32-25
C9.01
SITE DETAILS
SOR
SOR
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025
·
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.TANK, COMPONENTS, AND INSTALLATION SHALL BE
TRAFFIC RATED
5.CONTRACTOR SHALL COORDINATE INSTALLATION
AND INSPECTIONS WITH BOTH FREDERICK COUNTY
INSPECTIONS DEPARTMENT AND FREDERICK WATER # 32-25
C9.02
SWM DETAILS
SOR
SOR
Project number:
Date:
Drawn by:
Checked by:
August 4, 2025
No.Description DateMINOR SITE PLAN SP # XX-25SHEETZ STORE #186Renovation Project1503 N Frederick PikeWinchester, Virginia 22603Frederick County, Stonewall DistrictRevisions:
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
25023C
APPROVED
FOR CONSTRUCTION
1.AHJ Comments 9/18/2025 # 32-25