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U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS0000 Cover Sheet.dwg PLOTTED: 4/11/2022 10:10 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LOCATION MAP
Scale: 1" = 2000'NORTHCALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604COVER SHEETJAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTPREPARED FOR:
OWNER/DEVELOPER
PO BOX 3508
WINCHESTER, VA. 22604
540-662-3888
JAMES WOOD HIGH SCHOOL
ADDITIONS AND RENOVATIONS
CONSTRUCTION DRAWINGS
SITE PLAN #06-22
GAINESBORO MAGISTERIAL DISTRICT - FREDERICK COUNTY, VIRGINIA
ORIG SUBMISSION DATE: FEBRUARY 2, 2022
REVISED SUBMISSION DATE: MARCH 23, 2022
RESPONSIBLE LAND DISTURBER
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING
OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS.
NAME:_____________________________________________________
CERTIFICATION #:___________________________________________
DATE: _____________________________________________________
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.
________________________________________________________________________________
APPROVED BY DATE PNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS0000
TOTAL SHEETS 55
SHEET INDEX
SHEET NO.SHEET TITLE
CS0000 Cover Sheet
CS0001 General Notes
CS0002 Site Development Plan & Notes
CS1000 Existing Conditions Plan
CS1200 Boring Location Plan
CS1500 Demolition Plan
CS2000 E&S Control Narrative
CS2100 E&S Control Plan Phase 1
CS2200 E&S Control Plan Phase 2
CS2500 E&S Control Details
CS2501 E&S Control Details
CS3200 Pavment Plan & Sections
CS3201 Woodside Place (Surfacing)
CS3300 MOT Plan
CS4000 Geometric Plan (Overall)
CS4001 Geometric Plan (Entrance)
CS4002 Geometric Plan (Faculty - East)
CS4003 Geometric Plan (Faculty - West)
CS4004 Geometric Plan (Employee)
CS4005 Geometric Plan (Bus Loop)
CS4006 Geometric Plan (Student - Practice)
CS4100 Grading Plan (Overall)
CS4101 Grading Plan (Entrance)
CS4102 Grading Plan (Faculty - East)
CS4103 Grading Plan (Faculty - West)
CS4104 Grading Plan (Employee)
CS4104-A Grading Plan - Interim (Temp Trailers)
CS4105 Grading Plan (Bus Loop)
CS4106 Grading Plan (Student - Practice)
CS4500 Site Details
CS4510 Site Details
CS4520 Site Details
CS5000 Utility Plan (Overall)
CS5100 Sanitary Sewer Profiles
CS5200 Water Line Profiles
CS5500 Utility Details
CS5501 Utility Details
CS6000 Pre Re-Development Drainage Map
CS6001 Post Re-Development Drainage Map
CS6002 SWM Compliance Summary & Miscellaneous Details
CS6100 Storm Sewer Profiles
CS6101 Storm Sewer Profiles
CS6200 Storm Sewer Computations
CS6201 Storm Sewer Inlet Computations
CS6202 Hydraulic Grade Line (HGL) Computations
CS6500 Storm Sewer Details
CS6501 Storm Sewer Details
CS6600 SWM Facility Plan
CS6601 Catch Basin Plan
CS7000 Landscape Plan
CS7500 Landscape Notes & Details
CS8000 Life Safety Plan
CS8100 Photometric Plan
CS8101 Electrical Site Plan
CS8102 Lighting Details
LOCAL UTILITIES
SHENANDOAH VALLEY ELECTRIC CO-OP
3463 VALLEY PIKE
WINCHESTER, VA 22602
(540) 450-2051 / (540) 450-0111
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VIRGINIA 22602
(540) 504-0942
WASHINGTON GAS
350 HILLANDALE LN.
WINCHESTER, VIRGINIA 22602
(540) 868-7913
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-1061
PREVIOUS SITE PLAN APPROVALS
SITE PLAN #06-78
SITE PLAN #12-89
SITE PLAN #35-95
SITE PLAN #47-96
SITE PLAN #30-20
SITE PLAN #32-20
AGENCY REVIEW / APPROVAL TRACKING
02-02-2022 PLANNING, FIRE MARSHAL, INSPECTIONS, FREDERICK WATER,
PUBLIC WORKS, VDOT (SUBMIT FOR REVIEW)
03-11-2022 PUBLIC WORKS (APPROVAL)
03-23-2022 PLANNING, FIRE MARSHAL, INSPECTIONS, FREDERICK WATER,
VDOT (SUBMIT FOR REVIEW)
03-25-2022 PLANNING (APPROVAL)
04-05-2022 FREDERICK WATER (APPROVAL)
04-06-2022 INSPECTIONS & VDOT (APPROVAL)
04-08-2022 FIRE MARSHAL (APPROVAL)
APPROVED PERMIT DRAWINGS
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS0001 General Notes.dwg PLOTTED: 4/11/2022 10:10 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GENERAL NOTESPNo. 20674RONALD A. MISLOWSKY, JR.
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MNOMAEW L
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SSIONA L E N G INE EERCS0001
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTGENERAL CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT
AND PERFORM ALL WORK INCLUDING RESTORATION FOR ALL
IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED
FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS
FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND
CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, ECONOMIC
DEVELOPMENT AUTHORITY, AND THE CONTRACT DOCUMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE
VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE
WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS.
3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO
5:00 PM.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE
COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ENGINEER AND/OR THE OWNER.
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS
WORK PRIOR TO COMMENCING CONSTRUCTION AND SHALL FAITHFULLY
ADHERE TO THE PERMIT CONDITIONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA.
ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
DUE TO THE PROXIMITY OF THE PROJECT TO EXISTING STRUCTURES AND
UTILITIES, BLASTING WILL NOT BE ALLOWED.
7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR
TO CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND
ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET
HUB ELEVATION.
8. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL
BE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION, VERTICALLY
AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY EXCAVATION OR
CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND ALL
APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE
COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE
PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND
MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES
NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT
STATE AND LOCAL REGULATIONS. DISTURBED AREAS SHALL NOT REMAIN
DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS WHEN
CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL STORM
SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS.
CONTRACTOR SHALL CONTACT THE COUNTY BUILDING INSPECTIONS OFFICE
AT (540) 636-9973 TO SCHEDULE INSPECTIONS.
10. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM
TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS
AND/OR EXISTING PARKING LOTS AND OTHER PAVED AREAS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO
TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS
ARE MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES.
11. ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR
SUB-CONTRACTOR SHALL BE SOLE RESPONSIBILITY OF THE PRIMARY
CONTRACTOR AND PROPERLY AND IMMEDIATELY REPAIRED BY THE
CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN
COMPLIANCE WITH THE TOWN'S CONSTRUCTION STANDARDS &
SPECIFICATIONS, AND TO THE SATISFACTION OF THE TOWN INSPECTOR.
12. ALL PRE-CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28
DAYS.
13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY
BOXES, VAULTS, OR OTHER APPURTENANCES TO NEW FINISHED GRADE
ELEVATIONS.
14. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS
WORK.
15. ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY OWNER. WITH THE
EXCEPTION OF EMERGENCIES, THERE SHALL BE A MINIMUM OF 24 HOURS
NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL,
AND INDUSTRIAL UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS.
16. THE UNAUTHORIZED USE OF WATER WITHOUT DUE COMPENSATION IS
ILLEGAL. NO PERSON SHALL CONNECT TO OR DO ANY WORK ON THAT
PORTION OF THE SYSTEM OWNED BY THE TOWN UNLESS WRITTEN
AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK.
17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY
PLAN REQUIREMENTS AND SHALL BE STAKED OR FLAGGED IN THE FIELD
PRIOR TO CONSTRUCTION.
18. CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT
(ADA) REQUIREMENTS.
19. REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING
INSPECTOR ON A REGULAR BASIS AS REQUIRED BY FREDERICK COUNTY.
20. THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL LOT OWNERS
TO RELOCATE THE EXISTING MAIL BOXES THAT ARE AFFECTED BY THE
PROPOSED IMPROVEMENTS.
21. ALL UTILITIES WILL BE LOCATED UNDERGROUND.
22. TEST PITS ARE REQUIRED ON ALL FCSA SEWER AND WATER LINES AS
NEEDED AND REQUIRED BY FCSA INSPECTOR.
23. FIELD ADJUSTMENTS TO FCSA INFRASTRUCTURE SHALL BE AS REQUIRED BY
AND PER FCSA INSPECTOR'S REQUIREMENTS.
24. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS
TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO
MATCH FINISHED GRADES.
25. VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS
REQUIRED.
FIRE AND RESCUE
1. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS
ON SITE IS PROHIBITED.
2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES
DURING CONSTRUCTION.
CG-6
CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRADING
STORM SEWER
WATERLINE
CONTOURS
UNDERGROUND ELECTRIC SERVICE
SANITARY SEWER WITH MANHOLE
PROPERTY LINE
UTILITY POLE
SIGN POST
LEGEND
FIRE HYDRANT ASSEMBLY
GAS LINE
HY D
SF SQUARE FEET
SEC SECTION
RTE ROUTE
ROW RIGHT-OF-WAY
FT FEET
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
VIRGINIA DEPARTMENT OF TRANSPORTATION
WELDED WIRE MESH
POINT OF VERTICAL INTERSECTION
W/
FIRE HYDRANTF.H.
WV WATER VALVE
BEST MANAGEMENT PRACTICE
BEGIN VERTICAL CURVE STATION
BEGIN VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
END VERTICAL CURVE ELEVATION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EROSION CONTROL
ELEVATION
END SECTION
FINISHED FLOOR ELEVATION
ELEV
F.F.E.
EVCS
EX
EVCE
ES
EXISTING
DIP
EA
EC
DIA
DI
EACH
BENCHMARK
CLEANOUT
CONCRETECONC
CL
CO
BVCS
BVCE
CLASS
BLDG
B.M.
BMP
BUILDING
STR
VERT
WWM
TYP
VDOT
RCP
SHT
STM
PVC
PVI
STRUCTURE
TYPICAL
VERTICAL
WITH
SHEET
STEAM
HORIZ
MECH
MIN
MSE
INV
MAX
G.V.
HORIZONTAL
INVERT
MAXIMUM
MECHANICAL
MINIMUM
MECHANICALLY STABILIZED EARTH
GATE VALVE
AREA DRAINAD
TRENCH DRAINTD
LIMITS OF DISTURBANCELOD
APPX. APPROXIMATELY
OVERHEAD ELECTRICOHE
UNDERGROUND ELECTRICUGE
UGT UNDERGROUND TELEPHONE
TELCO TELECOMMUNICATIONS
WWF WELDED WIRE FABRIC
CAST IRONCI
STAINLESS STEELSS
TREE PROTECTIONTP
NORTH BOUND LANENBL
SOUTH BOUND LANESBL
BW BOTTOM OF WALL
TOP OF WALLTW
ON CENTER EACH WAY
ON CENTEROC
OCEW
PROP PROPOSED
DIAMETERØ
MANHOLEMH
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
CWR
CWS CHILLED WATER SUPPLY
CHILLED WATER RETURN
MECHANICAL, ELECTRICAL, PLUMBINGMEP
ABBREVIATIONS
MLP METAL LIGHT POLE
MSP METAL SIGN POLE
F.H. ASSY FIRE HYDRANT ASSEMBLY
HANDICAP PARKINGHCP
BUILDING RESTRICTION LINEBRL
ASPHALT PAVEMENT
CG-6R REVERSE CURB
LP
LP
LP LPLPLP
LPLPLPLPLP
LP LP
LP
LP
LP LPLP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSESTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD REPLACE 195 LFFENCERESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
STACKING - 1,170 LF60.00'70.50'35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'SOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)180' RET. WALLDOCK
STAIR
MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
531.6' SETBAC
K 322.8' SETBACK1041.2' SETBACK
224.1' SETBACKR=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
R=3'
R=2
5
'
R=5'R=25'R=15 'R=61'
R=7'R=3'R=3'R=7'
R=10'R
=15'C
G
-
1
2
C
CG-12C
R=3'R=9'
R=6'R=3'R=3'R=
25'
R=7'R=3'R=10'
R=3'
R=3'
R=7'R=3'R=10'
R=7'R=4'R=2'
R=3'R=
25'
R=2'
R=2'R=3'
R=3'
R=3'R=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12 'R=5'R
=25'R=111'R=2 5 'R=50'R=266'R=240'R=187'R=5'
R=7'R=3'
R=3'R=3'R=100'
R=3'R=3'
SWM
FACILITY REPLACE. 50 LF FENCE12' DOUBLE SWING GATECATCH
BASIN
PR. GENFH
WPP
MLP
FH
FH
FH
WV
FH
FH
WPP
WV
GA
MLP
WPP
WPP
6"
MLP
MLP
12"
12"
12"10"12"
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
MLP
MLP
15"
24"
15"
36"
18"
15"
24"
MLP 42"48"
18"
15"
42"
15"
18"
18"
12"15"
15" TR.
12" TR.
10"
12"
12"12"
18"12"
15"
18"
8"8"
8"
15"8"
WPP
WPP
WPP
WPP
WPP
WPP
GA
GA
GA
GA
EHH
8"
12"
36"
24"36"
10"10"12"10"
10"10"10"10"10"10"10"10"10"
WV
WM
RIM (895.27)GREENHOUSE15"
FL
15"
DENSE VEGETATION BRICK BUILDINGGA
EHH
WM
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP
RAPRIP RAPRI
P
R
A
P
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX
.
1
2
"
W
A
T
E
R
L
I
N
E
EX. 8" FIRE LINE (PRIVATE)
EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
F
D
C6" SDR
-
3
5
A6"
SDR
-35
(PR
IVATE
)
B
4" PVC SAN LATERAL
3.0' BELOW FIN GRADE
(SEE PLUMBING P-101)C/OC/OT
P
6" SDR-35 6" SDR-35
6
"
S
D
R
-
3
5
4" PVC SAN LATERAL
(KITCHEN)
3.0' BELOW FIN GRADE
(SEE PLUMBING P-107)
4" PVC SAN LATERAL
3.0' BELOW FIN GRADE
(SEE PLUMBING P-107)GIARV
20' FREDERICK WATER ESMT
FDC
DETAILED PARKING TABULATIONS
BUS PARKING (40' X 20')34
OVERFLOW PARKING (STD)101
STUDENT PARKING 336 10 (HC) 2 (VAN)
VISITOR PARKING 15
WEST MAIN ENTRANCE PARKING 9 7 (HC)
NORTH EMPLOYEE PARKING 37 4 (HC)
SOUTH FACULTY PARKING 140 4 (HC)
FIELD HOUSE PARKING 17
TOTAL STAFF / FACULTY PARKING 203 11 (HC) 4 (VAN)
LOADING (1 / 100,000 SF FLOOR AREA)1
TOTAL BUS 34
TOTAL STD PARKING 554 21 (HC)
6 (VAN)
161 APPLE PIE RIDGE RD.
40-5-D
14.30 AC.
23.50 AC.
YARDS/SETBACKS
FRONT
REAR
LEFT SIDE
BUILDING HEIGHT 35' (MAX.)
60'
REQUIRED
100'100'
34'
PROVIDED
1,041.2' +/-322.8' +/-
531.6' +/-
TAX IDENTIFICATION NUMBER
DEVELOPMENT AREA
SITE DEVELOPMENT SUMMARY
SITE ADDRESS
CURRENT USE
DISTURBED AREA
HIGH SCHOOL
RAEXISTING ZONING
(81.81%) 46.85 ACRESGREEN SPACE PROVIDED
PARKING SETBACKS
FROM RIGHT-OF-WAY 10'
REQUIRED PROVIDED
231.80'FROM PROPERTY LINE 5'31.10' +/-
FLOOR AREA RATIO 0.18(1.0 MAX.)
GAINESBOROMAGISTERIAL DISTRICT
17.17 ACRESAREA OF EXISTING WOODLANDS
1.04 ACRES (6.06%)PERCENTAGE OF WOODLANDS DISTURBED
68.23 ACRESTOTAL PARCEL ACREAGE
12,500 SF.TEMP CLASSROOM TRAILERS
GENERAL IMPROVEMENTS:RENOVATION AND EXPANSION OF EXISTING HIGH SCHOOL BUILDING. SITE IMPROVEMENTS GENERALLYINCLUDE ADDITIONS AND IMPROVEMENTS TO PARKING LOTS, INTERNAL VEHICULAR CIRCULATION FORCOMMERCIAL AND PASSENGER VEHICLES, PUBLIC & PRIVATE UTILITIES, STORM WATER MANAGEMENTAND ON-SITE DRAINAGE.
RIGHT SIDE 100'224.1' +/-
CANOPIES/OVERHANGS AT 50%3,850 SF.
CURRENT OWNER:THE COUNTY SCHOOL BOARD OF THE COUNTY OF FREDERICK, VIRGINIA - INST# 190000259
7.35 AC.IMPERVIOUS AREA
EX BUILDING (GFA) 229,930 SF
PROPOSED ADDITIONS (GFA) 38,451 SF
TOTAL GROSS FLOOR AREA 268,381 SF
PARKING SUMMARY EX DELTA PROP REQ.
(FCPS)
STUDENT 571 -235 336 330
VISITOR 15 0 15 15
FACULTY / STAFF 148 55 203 180
TOTAL STANDARD PARKING 734 -180 554 525
LOADING 1 0 1 1
HC 18 9 27 -U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS0002 General Improvements & Tabulations.dwg PLOTTED: 4/11/2022 10:11 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
03-23-2022 AGENCY SUBMISSION #2
3/23/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SITE DEVELOPMENT PLAN & NOTESPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS0002
TOTAL SHEETS 54JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
920918918900910
892894896898902904906908912914916
920892894896898 9169
1
8 914912
910
908 906
904
902
900
892916
918
920
910920906906906908912914916918
930
922
924
926
928
932
934
936
938
900
910
920
9
3
0
940
902
904
90
6
90
8
912
914
916
918
9
2
2
92
4
92
6
928
9
3
2
93
4
936 9389009109209308
9
8 902904906908912914916918922924926928900
910
898
902
904
906
908
912 914 916 918
92
0
93
0
940
91892
2
924
92
6
928
93
2
934936938
9
4
2
930
940
932
934
936
938
880890900 910 920882884886888892894896898 902 904 906908912914916 918870 8808909
0
0 910868 872874876 878 882884886888892894896898902904906908
87
0 88089087
2 8748
7
6 8788828848868888928
9
4
89
6
8
9
8
870
880
890
868
872874876
878
882
88
4
8
86
888
89
2
89
4
896
9
3
0
926
926
928
92
8
910
920
906
908
912
914
916
918 920930918922924926928932900
910
902904906908
880
890
900
882
884
886888892
894
896
898
940
950
942
944946
948
8909
0
0
9
1
0
8
9
28948968
9
8
9
0
2
9
0
4
9
0
6908
872872872874
870872874876878FH
FH
WPP
MLP
FH
FH
FH
WV
FH
FH
WPP
WV
GA
MLP
WPP
WPP
6"
MLP
MLP
12"
12"
12"10"12"
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
MLP
MLP
15"
24"
15"
36"
18"
15"
24"
MLP 42"48"
18"
15"
42"
15"
18"
18"
12"15"
15" TR.
12" TR.
10"
12"
12"12"
18"12"
15"
18"
8"8"
8"
15"8"
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
GA
EHH
8"
12"
36"
24"36"
10"10"12"10"
10"10"10"10"10"10"10"10"10"
WV WM
RIM (895.27)GREENHOUSE12"
12"10"
10"
8"
10"
12"
8"
12"
15"
FL
FL
15"
DENSE VEGETATION BRICK BUILDING10" W/MGA
EHH
WM
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWTM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP
RAPRIP RAPRI
P
R
A
P
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX
.
1
2
"
W
A
T
E
R
L
I
N
E EX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
EX. SANI
T
A
R
Y (
F
C
P
S
P
RI
V
A
T
E)U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS1000 Existing Conditions Plan.dwg PLOTTED: 4/11/2022 10:11 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
CD - 02/02/2022
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604EXISTING CONDITIONS PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS1000
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTU/G WATER LINE
U/G ELECTRIC LINE
U/G TELEPHONE LINE
U/G GAS MAIN
FENCE
ABBREVIATION DEFINITION
CLEAN OUT
DRAINAGE MANHOLE
FIRE HYDRANT
GUY ANCHOR
GAS LINE MARKER
GAS METER
GAS VALVE
INVERT
MANHOLE
METAL LIGHT POLE
METAL POST
REINFORCED CONCRETE PIPE
METAL SIGN POST
SURVEY LEGEND
MAILBOX
HANDICAP PARKING SIGN
NO PARKING SIGN
CORRUGATED METAL PIPE
ELECTRIC HANDHOLE
FINISHED FLOOR ELEVATION
POLYVINYLCHLORIDE PIPE
CHERRY
ELM
LOCUST
MAPLE
TREE
PEAR
PINE
SPRUCE
OAK
WATER METER
WOOD POST
SANITARY MANHOLE
WATER MANHOLE
WOOD POWER POLE
WATER VALVE
TRIPLET
WOOD SIGN POST
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED JULY 9, 2021.
2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND 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.
3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88
ELEVATIONS ESTABLISHED USING GPS METHODS.
Marsh & Legge Land Surveyors, P.L.C.
560 NORTH LOUDOUN STREET ~ WINCHESTER, VIRGINIA 22601
PHONE (540) 667-0468 ~ FAX (540) 667-0469 ~ EMAIL office@marshandlegge.com
www.marshandlegge.com
FH
FH
WPP
MLP
FH
FH
FH
WV
FH
FH
WPP
WV
GA
MLP
WPP
WPP
6"
MLP
MLP
12"
12"
12"10"12"
MLP MLP MLP MLP MLP
MLP
MLP
MLP
EHH
MLP
MLP
15"
24"
15"
36"
18"
15"
MLP 42"48"
18"
15"
42"
15"
18"
18"
12"15"
15" TR.
10"
12"
12"12"
18"12"
15"
8"8"
8"
15"8"
WPP
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
GA
EHH
10"10"10"10"10"10"10"10"10"
WV WM
RIM (895.27)GREENHOUSEFL
FL BRICK BUILDING10" W/MGA
EHH
WM
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP
RAPRIP RAPRI
P
R
A
P
RIP RAP RIP
RAP
RI
P
R
A
PEX. 12" WATERLINEEX
.
1
2
"
W
A
T
E
R
L
I
N
E EX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
EX. SANI
T
A
R
Y (
F
C
P
S
P
RI
V
A
T
E)
12'
SW
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSESTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD REPLACE 195 LFFENCERESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)6'SW6'SWNORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELOC
A
T
E
D
)STACKING - 1,170 LFCOVERED
A
R
E
A
(SEE ARCHI
T
E
C
T
U
R
E)
COVERED AREA
(SEE ARCHITECTURE)CANOPY60.00'70.50'FFE=931.24
(ULE -2.67')
FFE=933.91'FFE=933.9
1'
FFE=933.9
1'
FFE=933.91'8'1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELOC
A
T
E
D
)
1 - TEMP. C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
1 - TEMP. C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'6 - TEMP.
CLASSROOMS
(RELOCATED)5' S/W8' ACCESSIBLE ROUTEPR. 8' SIDEWLAKSOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)
EX. PVMT TO REMAIN
180' RET. WALLEX. PVMT TO REMAIN
CG6EXISTING BUILDINGJAMES WOOD HIGH SCHOOLPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022\
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL PROPOSED BUILDINGADDITIONARCH VER. 01-17-2022EXISTING BUILDINGJAMES WOOD HIGH SCHOOL12' DOUBLE
SWING GATE
6' GATE
6' GATE
6' GATESECURITY FENCESECURITY FENCESECURITY FENCEREMOVABLE
BOLLARD
RAMP
RAMPWHEEL STOP (TYP.)FFE=933.91'
FFE=927.91
(ULE -6.00')
DN
SPEC. NEEDS DROP OFFDOCK
STAIR
BOLLARD
BOLLARD &
HC SIGN TYP.FFE=919.24(ULE -14.67')FFE=919.24'(ULE -14.67')FFE=920.60 FFE=920.60'
12'
SW
FFE=920.5012'
DUMPSTERS 6' MASONRY SCREENING WALL(SEE ARCHITECTURE)2 RELOC
A
T
E
D
F
L
A
G
P
O
L
E
S
INSTALL
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
6' SCREENING WALL(SEE ARCHITECTURE)AUDITORIUM ACCESSKITCHEN
LOADING
-0+00
1+
0
0
2
+
0
03+004+005+006+007+00
8+009+0010+0011+
0
0
11+42
PCC 2+63.29
PT 3
+
9
3
.
4
7
PC 4
+
3
4
.
1
2
PT 4+93.48
PC 5+71.94
PT 8+58.09
PC 10+09.32
PT 11+21.05STUDENT DROP-OFF(ONE WAY)STU
D
E
N
T
D
R
O
P
-
O
F
F
(ONE
W
A
Y
)
MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
VEST VEST
PR. FENCE
PR. FENCE62' - CG6 DEPRESSED41' - CG6R DEPRESSEDCG-12B
CG-12A
CG-12
A
CG-12
A
CG-12B
CG-12CFFE=920.60
FFE=920.60
SAW-CUT AND REMOVE
EXISTING CONC SIDEWALK
NEW SIDEWALK
MATCH TO EX. FFE AT GYMNASIUM
531.6' SETBAC
K 322.8' SETBACK1041.2' SETBACK
224.1' SETBACKR=200.00R=150.00R=89.52
R
=
9
0
.
0
0
R=2 5 'R=
25'R=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
R=3'
R=2
5
'
R=5'R=25'R=15 'R=61'
R=7'R=3'
CG6CG6
CG6
CG6
CG6
CG6
CG6CG6CG6CG6CG6CG6
CG6 CG6CG6CG6CG6 CG6CG6CG6CG6CG6CG6CG6CG6CG6
CG6
R=3'R=7'
R=10'R
=15'C
G
-
1
2
C
CG-12C
CG6R=3'R=9'
R=6'R=3'CG6
R=3'R=
2
5'
R=7'R=3'CG6
R=10'
R=3'
R=3'
R=7'R=3'R=10'
R=7'R=4'
CG6
R=2'
R=3'R=
25'
CG6
CG6 CG6CG6R=2'
R=2'R=3'
R=3'
R=3'R=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12 'CG6RCG6
CG6
R=5'R
=25'R=111'R=2 5 'R=50'CG6RCG6R=266'R=240'R=187'R=5'
R=7'R=3'
R=3'R=3'R=100'
R=3'R=3'
CG6
CG6 CG6
CG6CG6RMILL & PAVE
MILL &
P
A
V
E
MILL & PAVE
MILL & PAVE MILL & PAVEMILL & PAVE
SWM
FACILITY REPLACE. 50 LF FENCE12' DOUBLE SWING GATECATCH
BASIN BEG. HANDRAILDETL C-452END. HANDRAILDETL C-452MATCH EX CONCRETEMATCH EX CONCRETEPR. GENEOP
CORRIDOR6' ACCESSIBLE ROUTERAMP
8'DECK
8'DECK
CONC FF=918.83FF=918.83FF=917.35FF=917.35FF=917.73FF=917.73RAMP
RAMP6' GATE6' OPAQUE GATE(SEE ARCHITECTURE)CG-12B1-STAIRCG-6MATCH EX CURB
29.9'18.4'13.4'920918918900910
892894896898902904906908912914916
920892894896898 9169
1
8 914912
910
908 906
904
902
900
892916
918
920
910920906906906908912914916918
930
922
924
926
928
932
934
936
938
900
910
920
9
3
0
940
902
904
90
6
90
8
912
914
916
918
9
2
2
92
4
92
6
928
9
3
2
93
4
936 9389009109209308
9
8 902904906908912914916918922924926928900
910
898
902
904
906
908
912 914 916 918
92
0
93
0
940
91892
2
924
92
6
928
93
2
934936938
9
4
2
930
940
932
934
936
938
880890900 910 920882884886888892894896898 902 904 906908912914916 918870 8808909
0
0 910868 872874876 878 882884886888892894896898902904906908
87
0 88089087
2 8748
7
6 8788828848868888928
9
4
89
6
8
9
8
870
880
890
868
872874876
878
882
88
4
8
86
888
89
2
89
4
896
9
3
0
926
926
928
92
8
910
920
906
908
912
914
916
918 920930918922924926928932900
910
902904906908
880
890
900
882
884
886888892
894
896
898
940
950
942
944946
948
8909
0
0
9
1
0
8
9
28948968
9
8
9
0
2
9
0
4
9
0
6908
872872872874
870872874876878B1
SRFC=918.6'
DEPTH=1.5 FT
B2
SRFC=0.0'
DEPTH=16.6 FT
B3
SRFC=918.6'
DEPTH=2.6 FT
B4
SRFC=919.8'
DEPTH=8.0 FT
B5
SRFC=925.8'
DEPTH=4.1 FT / 20.0 FT B-5A
B6
SRFC=914.1'
DEPTH=3.6 FT
B7
SRFC=920.3'
DEPTH=4.4 FT
B8
SRFC=929.9'
DEPTH=3.4 FT
B9
SRFC=930.3'
DEPTH=3.0 FT
B10
SRFC=933.0'
DEPTH=3.6 FT
B11
SRFC=930.2'
DEPTH=2.6 FT
B12
SRFC=928.4'
DEPTH=4.1 FT
B13
SRFC=925.6'
DEPTH=20.0 FT
B14
SRFC=936.3'
DEPTH=4.0 FT / 10.8 FT B-14A
B15
SRFC=927.6'
DEPTH=21.7 FT
B16
SRFC=915.1'
DEPTH=5.5 FT
F1
SRFC=920.0'
DEPTH=4.3 FT
F2
SRFC=927.0'
DEPTH=11.2 FT
F3
SRFC=928.0'
DEPTH=20.0 FT
F4
SRFC=929.0'
DEPTH=9.5 FT
F5
SRFC=931.0'
DEPTH=16 FT
F6
SRFC=923.0'
DEPTH=7.5 FT F7
SRFC=919.0'
DEPTH=5 FT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS1200 Boring Location Plan.dwg PLOTTED: 4/11/2022 10:12 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
CD - 02/02/2022
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604BORING LOCATION PLANPNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS1200
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
FH
WPP
MLP
FH
FH
FH
WV
FH
FH
WPP
WV
GA
MLP
WPP
WPP
MLP
MLP
MLP MLP MLP MLP MLP
MLP
MLP
MLP
EHH
MLP
MLP
MLP
WPP
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
GA
EHH
WV WM
RIM (895.27)GREENHOUSEFL
FL BRICK BUILDING10" W/MGA
EHH
WM
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP
RAPRIP RAPRI
P
R
A
P
RIP RAP RIP
RAP
RI
P
R
A
PEX. 12" WATERLINEEX
.
1
2
"
W
A
T
E
R
L
I
N
E EX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
EX. SANI
T
A
R
Y (
F
C
P
S
P
RI
V
A
T
E)6'OVERHEAD UTILITY
LINES GUYS & POLES
TO BE REMOVED OVERHEAD UTILITY
LINES GUYS & POLES
TO BE REMOVED
UNDERGROUND COMM.
TO BE RELOCATED
FIRE HYDRANT TO
BE RELOCATED
FIRE HYDRANT
TO BE REMOVED
FIRE HYDRANT
TO BE REMOVED
TREE LINE TO BE PRESERVED
THROUGHOUT CONSTRUCTION
UNDERGROUND
"SYSTEM WATER" TANK
TO BE REMOVED
CONC. FUEL TANK
TO BE REMOVED
TICKET BOOTH AND
CONCRETE SURROUND
TO REMAIN
STORM SEWER TO
BE REMOVED
PORTION OF STORM
SEWER TO BE REMOVED
PORTION OF 8" FIRE LINE
TO BE REMOVED
UNDERGROUND ELECTRIC
TO BE REMOVED
PORTION OF 12" WATERLINE
TO BE REMOVED
EXISTING FREDERICK WATER
FACILITIES SHALL BE REMOVED AND
FURNISHED TO THE FREDERICK
WATER INSPECTOR AS REQUIRED
UNDERGROUND GAS LINE
TO BE RELOCATED
CLASSROOM TRAILERS TO
BE RELOCATED
(SEE SITE PLAN)
UNDERGROUND
ELECTRIC
TO BE REMOVED
MILL & PAVE
ASPHALT PARKING
TREE LINE TO BE PRESERVED
THROUGHOUT CONSTRUCTION
TREE TO REMAIN
TREE PROTECTION
TREE PROTECTION
UNDERGROUND GAS LINE
TO BE RELOCATED
FENCE TO BE REMOVED
PORTION OF 12" WATERLINE
TO BE REMOVED
PORTION OF 12" WATERLINE
TO BE REMOVED
PORTION OF
STORM SEWER
TO BE REMOVED
UNDERGROUND GAS LINE
TO BE RELOCATED
54 LF OF EX. FENCE (&
GATE) TO BE REMOVED
BEG. FENCE REMOVAL
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER PRIOR TO RELOCATION,
ABANDONMENT, OR REMOVAL OF EXISTING LINES AND APPURTENANCES.
2. EX. LIGHT POLES TO BE RELOCATED, AS SHOWN ON THE "ELECTRICAL SITE PLAN."
3. TREES WITHIN THE LIMITS OF DISTURBANCE AND WITHOUT TREE PROTECTION, SHALL BE REMOVED.
REMOVE EXISTING SURFACE FEATURES TO INCLUDE:
ASPHALT, CONCRETE, WALKS, CURBS, STAIRS, SIGNS,
PLANTINGS. ALSO INCLUDES UNDERGROUND PIPING, LINES,
STRUCTURES AND CONDUITS.
EX SANITARY LINE TO REMAIN
LPR
LPR
LPR
LPR
LPR
LPR
LPR
LPR
LPR
LPR LPR LPR LPR LPR LPR
LPR
LPR
LPR
LPR
LPRLPR
LPR LPR
LPR
LPR
LPR
LPR
LPR
LPR
LPR
EXISTING LIGHT POLE TO BE RELOCATEDLPR
195 LF OF EX. FENCE TO BE
REMOVED
SAW CUT AND REMOVE
EX ASPHALT
SAW CUT AND REMOVE
EX ASPHALT AND CURB
SAW CUT AND REMOVE
EX CONCRETE
SAW CUT AND REMOVE
EX ASPHALT & CURB
EX. SIGN & SURROUNDING
LANDSCAPING TO REMAIN
TREE TO REMAIN
STORM SEWER
TO BE REMOVED
EX VERIZON & COMCAST
CONDUITS SHALL BE
ABANDONED IN-PLACE
EX VERIZON & COMCAST
CONDUITS SHALL BE REMOVED
(BACK TO THE POLE / DROP)
PORTION OF EX. 8" FIRE LINE
TO BE REMOVED
STORM SEWER
TO BE REMOVED
LANDSCAPING AND
PLANTINGS
TO BE REMOVED
LANDSCAPING AND
PLANTINGS
TO BE REMOVED
SAW CUT AND REMOVE
EX. CONCRETE
SAW CUT AND REMOVE
EX ASPHALT
SAW CUT AND REMOVE
EX ASPHALT
SAW CUT AND REMOVE
EX ASPHALT
GEN. FUEL TANK
TO BE REMOVED
GENERATOR
TO BE REMOVED
SAW CUT AND REMOVE EX.
CONCRETE & ASPHALT
SAW CUT AND REMOVE
EX CURB
LODLOD
LODLOD
LOD LODLOD
LODLOD
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS1500 Demolition Plan.dwg PLOTTED: 4/11/2022 10:12 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
03-23-2022 AGENCY SUBMISSION #2
3/23/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604DEMOLITION PLANPNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS1500
TOTAL SHEETS 54JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS2000 E&S NARRATIVE.dwg PLOTTED: 4/11/2022 10:14 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604E&S CONTROL NARRATIVEPNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS2000
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTErosion and Sediment Control Narrative
Project Description
The "James Woods High School - Building Expansion" project site is generally located in
Frederick County, Virginia within the Gainesboro Magisterial District. This site is specifically
located north and west of Apple Pie Ridge Road (VA SR 739), south of Woodside Place and east
of RA Zoned lands. This property is identified as property identification number 42-5-D and is
currently zoned RA.
This project proposes an expansion of the existing school building. Additionally, the site access,
circulation and parking facilities are being improved. A Stormwater Management Facility, for
management of Stormwater Quantity is proposed to meet regulatory requirements. The Total Site
Area is 68.86 acres, of which approximately 14.3 acres will be disturbed for construction. Nutrient
Credits will be Purchased to meet Water Quality requirements.
Existing Site Conditions
The project area on-site is generally bisected by the existing school building and a slight ridge,
oriented west to east. Two distinct Watersheds can be evaluated.
Slopes range from less than 0.50% to approximately 25%.
Off-Site Areas
There are no off-site areas associated with this project.
Stockpile Areas:
The stockpiles will have to be kept out of the proposed grading area and to stay clear of all
construction activity. Stockpiles will be stabilized with temporary vegetation and protected with silt
fence to prevent soil loss and sediment transport from the stockpiles.
Soils
See this sheet for an Overall Soils Map, HSG Group Classifications and a Map Unit Legend. (SL -
USDA Web Soils Survey). The Physical propoerties of each soil type are summarized also. A
Complete NRCS Soils Report is included with the SWM Report.
Geology
The Elbrook Formation underlies the project site. See this sheet for more specific Geologic Data.
Erosion and sediment control measures
Unless otherwise indicated, all vegetative and structural erosion and sediment control measures
shall be constructed and maintained according to the minimum standards and specifications of
the Virginia Erosion and Sediment Control Handbook.
Structural Measures
The Sediment Basin, Sediment Traps, sediment barriers and other measures shown on the plans
intended to trap sediment shall be constructed as a first step in any land-disturbing activity and
shall be made functional before upslope land disturbance takes place.
Every effort shall be made to prevent silt from running off the site during construction.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes
(3:1 or greater) and as needed to stabilize disturbed areas.
Phase I:
A Construction Entrance (3.02) shall be installed at the location shown on the plan to prevent mud
and debris from being tracked onto roadways.
Install Silt Fence (3.05) and Super Silt Fence as shown on the plans to intercept and detain small
amounts of runoff from disturbed areas during construction in order to prevent sediment from
Outlet Protection (3.18) shall be placed on the outlets of all storm sewer pipes and culverts to
reduce erosion, undercutting and velocities.
Block & gravel Curb Inlet Protection sediment filters (3.07-8) shall be installed as shown on the
plans to prevent sediment from entering the existing storm system.
Culvert Inlet Protection (3.08) shall be installed as shown on the plans to prevent sediment from
entering the existing storm system.
Roughen surface of slopes 3:1 or greater maximum 2:1 slope. (3.29) in preparation for temporary
or permanent seeding.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes
(3:1 or greater) and all other disturbed areas to stabilize disturbed areas.
Phase II:
All controls installed in Phase I should remain until the site is stabilized.
Permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to
stabilize disturbed areas.
Vegetative Measures
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days
after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied
within seven (7) days to denuded areas that may not be at final grade but will remain dormant for
longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are
to be left dormant for more than six (6) months.
Soil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or
temporary vegetation immediately after grading.
All earth berms, dams, dikes, diversions and Sediment Trap embankments are to be
machine-compacted, immediately seeded and mulched (hay mulch or straw) for temporary and/or
permanent vegetative cover within five (5) days after grading.
Management Strategies
Construction shall be sequenced such that grading operations will begin and end as quickly as
possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion
and sediment control measures. Maintenance of these measures throughout the project are
critical to the effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed at
the direction of the Frederick County inspector.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion.
Slopes that are found to be eroding excessively within one year of permanent stabilization shall
be provided with additional slope stabilizing measures until the problem is corrected.
Drainage swales shall be stabilized with check dams until vegetation has been well established,
at which time the check dams shall be removed.
Concentrated runoff shall not flow down cut or fill slopes unless contained within a temporary or
permanent channel, flume, or slope drain structure.
Whenever water seeps from a slope face, drainage or other protection shall be provided.
All storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or otherwise
treated to remove sediment.
Erosion and Sediment Control Narrative
Management Strategies (Continiued)
Where construction vehicle access routes intersect paved or public roads, provisions shall be
made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where
sediment is transported onto a paved or public road surface, the road surface shall be cleaned
thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or
sweeping and transported to a sediment control disposal area. Street washing shall be allowed
only after sediment is removed in this manner.
All temporary erosion and sediment control measures shall be removed within 30 days after final
site stabilization or after the temporary measures are no longer needed, unless otherwise
authorized by the local program authority. Trapped sediment and the disturbed soils areas
resulting from the disposition of temporary measures shall be permanently stabilized to prevent
further erosion and sedimentation.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to
control erosion and contain sediment on site. All measures shall be installed according to the
standards and specifications in the Virginia Erosion and Sediment Control Handbook (VESCH).
Any changes made to this plan must be resubmitted for approval without exception.
Maintenance
All control measures shall be inspected daily by the site superintendent or his representative and
within 24 hours after any storm event greater than 0.5 inches of rain per 24 hour period. Any
damaged structural measures are to be repaired by the end of the day. Seeded areas shall be
checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized
and reseeded as needed until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of
by spreading on site.
Gravel outlets shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free,
condition at all times.
Permanent Stabilization
All areas disturbed by construction shall be stabilized with permanent seeding immediately
following final grading. Seeding shall be done according to standard and specification no. 3.32 of
the VESCH. Permanent stabilization is defined as 90% uniform coverage on the entire site, ability
to inhibit erosion and mature enough to survive, including 2-3 inch cuttings.
Phases of Land Disturbance Activities
1. Mandatory pre-construction conference shall be scheduled as required by regulations.
2. Clearing and grubbing for sediment control devices only.
3. Installation of all Phase I erosion & sediment control devices.
4. Obtain county inspector approval.
5. Clear site.
6. Restoration and stabilization of disturbed areas.
7. Remove all erosion & sediment control measures with the approval of the inspector.
Long Term Maintenance and Repair Plan
Mowing: all grasses should be mowed at least twice each year. Grasses such as tall fescue
should be mowed in early summer after emergence of the heads on cool season grasses. They
should be mowed again in the early fall to prevent seeds of annual weeds from maturing. Mowing
of legumes such as sericea lespedeza and crown vetch can be permitted to grow on the dam or in
any part of the emergency spillway.
Liming and fertilizing: the soil should be sampled according to recommended procedures at least
once every 4 years. The sample should be tested at a qualified soil testing laboratory. Lime and
fertilizer should be applied in accordance with recommendations based on the tests.
Replanting and over seeding: if vegetation covers less than 40% of the soil surface, lime, fertilize
and seed in accordance with current recommendations for new seeding. If vegetation covers
more than 40% but less than 70% of the soil surface, lime fertilize and over seed in accordance
with current recommendations.
Removing trash and debris: trash, litter and vegetation (other than grass) will be removed as
needed (but no less than two times per year) to prevent obstruction to the flow of water, to
prevent movement of trash and litter to downstream properties, to maintain the integrity of the
structure, to provide an attractive appearance and to minimize water pollution.
Removing sediment: soil materials (including clay, silt, sand and gravel) will be removed before
the detention pool loses 10% of the designed storage capacity.
Sediment disposal: sediment disposal should be in accordance with current procedures for
disposal of sediment. Where required by the appropriate authorities, the sediment will be tested
for appropriate pollutants at the owner's expense before it is removed from the pond.
Repairs: repair slides, slumps and eroded areas promptly and in a workmanlike manner trash
racks, pipes, headwalls, etc. Will be maintained, repaired and/or replaced as needed to maintain
the integrity of the structure. Exposed metal surfaces will be painted to minimize damage due to
rust.
Maintenance inspections: the owner will be responsible for inspecting each stormwater
management structure after each significant rainfall. Once each year a representative of will
jointly inspect each stormwater management structure. Appropriate action will be taken to ensure
appropriate maintenance. All maintenance costs will be borne by the owner. Where structures are
to be maintained by more than one party, allocation of costs will be in accordance with terms set
forth in the maintenance agreement. Keys to locked access points shall be available to personnel
upon request.
Maintenance records: the landowner, or someone designated by the landowner, shall inspect the
detention pond within 24 hours after each rainfall event of one inch or more of rain. The owner or
the designee shall keep written records of these inspections. The records shall also include
maintenance and repairs performed. Copies of these records shall be provided to the county upon
request.
The water quality features shall not be modified in any way without prior approval by Frederick
County.
·Topsoil shall be spread at a minimum depth of 4".
·Pulverized agricultural limestone shall be incorporated into soil at a rate of 92 lbs. Per
1000 s.f. (2 tons per acre).
·Fertilize with 10-20-10 at a rate of 12 lbs. Per 1000 s.f. (500 lbs. Per acre). Seed mix
shall consist of 90% kentucky 31 tall fescue and 10% kentucky bluegrass applied at the rate of
200 lbs. Per acre.
Soils Descriptions
13C—Frankstown channery silt loam, 7 to 15 percent slopes
Depth to restrictive feature: More than 80 inchesv
Drainage class: Well drained Runoff class: Medium
Calcium carbonate, maximum content: 1 percent
Depth to water table: More than 80 inches
Available water capacity: 0 to 60 inches: Moderate (about 7.1 inches)
16C—Frederick-Poplimento, very rocky loams, 7 to 15 percent slopes
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained Runoff class: Medium
Depth to water table: More than 80 inches
Available water capacity: 0 to 60 inches: Moderate (about 7.6 inches)
Soils Descriptions
16D—Frederick-Poplimento, very rocky loams, 15 to 25 percent
slopes
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained Runoff class: High
Depth to water table: More than 80 inches
Available water capacity: 0 to 60 inches: Moderate (about 7.6 inches)
17E—Frederick-Poplimento-Rock outcrop complex, 15 to 45 percent
slopes
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained Runoff class: High
Depth to water table: More than 80 inches
Available water capacity: 0 to 60 inches: Moderate (about 7.6 inches)
Minimum Construction Standards
An erosion and sediment control program adopted with this plan must be consistent with the VESCH for
9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent
stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with
sediment trapping measures. The applicant is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project
site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently
stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is
uniform, mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap
sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before
upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage
area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and
the trap shall only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall
be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural
integrity of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in runoff calculations
shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is
utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
are found to be eroding excessively within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary
or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to
remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate
outlet protection and any required temporary or permanent channel lining shall be installed in both the
conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment,
control sediment transport and stabilize the work area to the greatest extent possible during construction.
Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used
for these structures if armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided.
14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses
shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is
completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other
applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping
device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and
promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to
minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported
onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day.
Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall
apply to individual development lots as well as to larger land-disturbing activities.
18. All temporary erosion and sediment control measures shall be removed within 30 days after final site
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP
authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures
shall be permanently stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected from sediment
deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for
the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream
restoration and relocation projects that incorporate natural channel design concepts are not man-made channels
and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate
natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged
into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is
one hundred times greater than the contributing drainage area of the project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not
overtop channel banks nor cause erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by the use of a 10-year storm
to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate
that stormwater will not cause erosion of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that
stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels or pipes are not
adequate, the applicant shall:
(1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year
storm will not cause erosion to the channel, the bed, or the banks; or
(2) Improve the pipe or pipe system to a condition where the 10-year storm is contained within the
appurtenances;
(3) Develop a site design that will not cause the pre-development peak runoff rate from a two-year storm to
increase when runoff outfalls into a natural channel or will not cause the pre-development peak runoff rate from a
10-year storm to increase when runoff outfalls into a man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention or other measures which is
satisfactory to the VESCP authority to prevent downstream erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate
development condition of the subject project.
f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the
VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance
requirements of the facility and the person responsible for performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall
be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to
the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be
diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility.
j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial
or industrial development shall not be considered to be separate development projects. Instead, the
development, as a whole, shall be considered to be a single development project. Hydrologic parameters that
reflect the ultimate development condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a manner which minimizes
impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state.
l. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any
flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity
and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water
quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall
resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2,
and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it
was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction
factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the
runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and
velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to §
62.1-44.15:54 or 62.1-44.15:65 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of §
62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements
in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations,
unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater
Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the
Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia
Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this
subdivision 19.
James Wood High School - Site Specific Geologic Data
Elbrook Formation:
Description: (Stose, 1906). Dolostone and limestone with lesser shale and siltstone. Dolostone, medium-to dark-gray, fine- to medium-grained,
laminated to thick-bedded. Limestone, dark-gray, fine-grained, thin- to medium-bedded, with algal structures and sharpstone conglomerate. Shale and
siltstone, light- to dark-gray, dolomitic, platy weathering, with minor grayish-red or olive-green shales. Interbedded limestone and dolostone dominate
the upper part of the formation; dolomitic siltstone and shale and thin- bedded argillaceous limestone dominate the lower part. The formation ranges
between 1500 and 2900 feet in thickness in the southeasternmost exposures but is incomplete elsewhere due to faulting. The Elbrook of northern
Virginia is transitional with the Nolichucky and Honaker Formations (locally the limestone facies of the Nolichucky has been differentiated from the
Elbrook by Bartlett and Biggs (1980). It is also approximately equivalent to the rock sequence comprised of the Nolichucky and Maryville Formations,
the Rogersville Shale, and the Rutledge Formation. Farther southwest the Conasauga Shale is the Elbrook equivalent. The Elbrook appears to be
conformable and gradational with the underlying Waynesboro or Rome Formations. From Washington County to Augusta County much of the Elbrook
Formation adjacent to the Pulaski and Staunton faults is a breccia of the "Max Meadows tecontic breccia type" (Cooper and Haff, 1940). These breccias
are composed of crushed rock clasts that range from sand size to blocks many feet long, derived almost entirely from the lower part of the Elbrook
Formation. The breccia commonly forms low lands characterized by karst features.
Lithologic constituents
·Major Sedimentary » Carbonate » Limestone
·Major Sedimentary » Carbonate » Dolostone
·Minor Sedimentary » Clastic » Mudstone » Shale
·Minor Sedimentary » Clastic » Siltstone
Conococheague Formation:
Description: (Stose, 1908). Dominantly limestone with significant dolostone and sandstone beds in lower part and locally in upper part.
Limestone, medium- to very-dark-gray, fine-grained, thin-bedded with wavy siliceous partings that weather out in relief. Vertically repetitious
primary sedimentary features such as sharpstone conglomerate, laminated bedding, and algal structures indicate cyclic sedimentation. Dolostone,
medium-gray, fine- to medium-grained, laminated to massive-bedded with primary features similar to those in the limestones. Sandstone,
medium-gray, brown weathering, cross-laminated, medium to thin-bedded, forms linear ridges, largely associated with dolostone beds but quartz
sand common in most lithologies. Formation is present throughout the Valley of Virginia southeast of the Pulaski and North Mountain faults. It
ranges in thickness from about 2200 feet in northern Virginia to 1,700 feet near Abingdon. The Conococheague is approximately equivalent to the
Copper Ridge and Chepultepec Formations and conformably overlies the Elbrook Formation.
Lithologic constituents
·Major Sedimentary » Carbonate » Limestone
·Minor Sedimentary » Carbonate » Dolostone
·Minor Sedimentary » Clastic » Sandstone
920918918900910
892894896898902904906908912914916
920892894896898 9169
1
8 914912
910
908 906
904
902
900
892916
918
920
910920906906906908912914916918
930
922
924
926
928
932
934
936
938
900
910
920
9
3
0
940
902
904
90
6
9
0
8
912
914
916
918
9
2
2
92
4
92
6
928
9
3
2
93
4
936 9389009109209308
9
8 902904906908912914916918922924926928900
910
898
902
904
906
908
912 914 916 918
92
0
93
0
940
91892
2
924
92
6
928
93
2
934936938
9
4
2
930
940
932
934
936
938
880890900 910 920882884886888892894896898 902 904 906908912914916 918870 8808909
0
0 910868 872874876 878 882884886888892894896898902904906908
87
0 88089087
2 8748
7
6 8788828848868888928
9
4
89
6
8
9
8
870
880
890
868
872874876
878
882
88
4886
888
89
2
89
4
896
9
3
0
926
926
928
92
8
910
920
906
908
912
914
916
918 920930918922924926928932900910902904906908
880
890
900
882
884
886888892
894
896
898
940
950
942
944
946
948
8909
0
0
9
1
0
8
9
28948968
9
8
9
0
2
9
0
4
9
0
6908
872872872874
87087287487687811.2
11.1
11.3
R11
11.6
11.5 11.4
1.21.1
1.7
1.3
1.6
1.5
1.4
3.1
3.2
6.1
5.1 5.2
4.1
4.2 4.3
4.4
4.5
4.6
4.7
2.1
2.2
12.1
4 Ø CMP SWM RiserTop of Riser = 872.70Inv. In 12" CMP = 868.47Inv. Out 30" RCP = 868.48
DA 1.5
(To Ex. Storm 1.5)DA = 0.248 Ac.CN = 98
DA 1.6
(To Ex. Storm 1.6)DA = 2.361 Ac.CNW = 72
DA 1.7
(To Ex. Storm 1.7)DA = 0.315 Ac.CN = 98
DA 1.4(To Ex. Storm 1.4)DA = 0.171 Ac.CN = 98
DA 2.2
(To Ex. Storm 2.2)DA = 2.397 Ac.CNW = 66
DA 1.3(To Ex. Storm 1.3)DA = 0.284 Ac.CN = 61
DA 1.2
(To Ex. Storm 1.2)DA = 1.025 Ac.CN = 61
DA 3.2
(To Ex. Storm 2.2)DA = 3.835 Ac.CNW = 83
DA 4.2
(To Ex. Storm 4.2)DA = 0.057 Ac.CN = 98
DA 4.3(To Ex. Storm 4.3)DA = 0.343 Ac.CNW = 79
DA 4.4
(To Ex. Storm 4.4)DA = 0.082 Ac.CN = 61
DA 5.2
(To Ex. Storm 5.2)DA = 0.467 Ac.CNW = 94
DA 11.5
(To Ex. Storm 11.5)DA = 0.562 Ac.CNW = 94
DA 11.6
(To Ex. Storm 11.6)DA = 0.236 Ac.CN = 98
Unkown' - 15" CPP(Crushed) @ Unknown%
16.87' - 15"RCP @ 1.54%
32.12' - 15"RCP @ 8.04%
52.29' - 15"RCP @ 1.87%
16.49' - 15"RCP @ 4.73%
99.61' - 15"RCP @ 1.54%
97.15' - 15"RCP @ 1.54%
Ex. Basin 2
11.0
SF
SF
SF
SFSF
SF SF
SF
SF
SF
CIP
IP
IP
IP
IP
IP
IP
IP Ex. Basin 1
20.59' - 30"RCP @ 4.03%
177.13' - 24"RCP @ 5.50%
57.00' - 18"RCP @ 0.42%
108.40' - 30"CMP @ 1.73%
60.48' - 18"RCP @ 2.98%
13.19' - 18"RCP @ 1.97%
33.42' - 18"RCP @ 2.18%
32.33' - 18"CMP @ 4.61%
89.60' - 15"RCP @ 0.88%
229.15' - 24"RCP @ 2.00%
171.68' - 24"RCP @ 12.19%
137.70' - 30"RCP @ 0.99%
96.30' - 24"RCP @ 16.86%
CE
IP
LOD
LOD
LOD
LOD
LOD
LOD
LOD
EX. TREELINE (TYP.)
EX. TREELINE (TYP.)
FH
WPP
MLP
FH
FH
FH
WV
FH
FH
WPP
WV
GA
MLP
WPP
WPP
6"
MLP
MLP
12"
12"
12"10"12"
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
MLP
MLP
15"
24"
15"
36"
18"
15"
24"
MLP 42"48"
18"
15"
42"
15"
18"
18"
12"15"
15" TR.
12" TR.
10"
12"
12"12"
18"12"
15"
18"
8"8"
8"
15"8"
WPP
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
GA
EHH
8"
12"
36"
24"36"
10"10"12"10"
10"10"10"10"10"10"10"10"10"
WV WM
RIM (895.27)GREENHOUSE12"
12"10"
10"
8"
10"
12"
8"
12"
15"
FL
FL
15"
DENSE VEGETATION BRICK BUILDING10" W/MGA
EHH
WM
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
(O
f
f
Ramp
)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP
RAPRIP RAPRI
P
R
A
P
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX
.
1
2
"
W
A
T
E
R
L
I
N
E
EX. 8" FIRE LINE (PRIVATE)
EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
LODLOD
LODLOD
LOD LODLOD
LODLOD
A LAND USE PERMIT SHALL BE OBTAINED
BEFORE ANY WORK IS PERFORMED ON
THE STATE'S RIGHT-OF -WAY
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS2100 E&S PH1.dwg PLOTTED: 4/11/2022 10:15 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
03-23-2022 AGENCY SUBMISSION #2
3/23/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604E&S CONTROL PLAN PHASE 1PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS2100
TOTAL SHEETS 54JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTEROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
DRAINAGE DIVIDES
3.08 CULVERT INLET
PROTECTION CIP
3.05 SILT FENCE SF
LIMITS OF DISTURBANCE LOD
870868872874880
890
874
876
878
882
884
886
888
892
894 922932
934
936
940
950
938 942 944 946 948
940
934
936938
942
944
946
93
0
922924926
92
8
9
3
2
912
910
906908
912
914 918900910920
892894896898
902904906908912914916918
910
902
904
906 908
912 914 916 918
9
2
0
920
8
7
2 920930
922
924
926
928
932 934936910920904906908912914916918890900910884886888892894896898902904906908 9209229
2
4 926926926940
934936
938
88089090087687888288488688889289489689890290
0 90290490690891
0
910920920930930904
906
908
9
1
2
912
914
9
1
4 916916918918922922924924926926928928920
930
916
918
922
924
926928932
91691691890091
0 898902904
906
908
9129149
1
6
9
1
8
910 912 914 9168708728748
7
6
8
7
8 922924926928932930
932
930928932920922924926928930928932920920922924926
928
920
920
922
924
926
920930922924926928910908908912914916DOCK
STAIR
SWM
FACILITY
CATCH
BASIN
PR. GENFH
WV
FH
10" W/MTM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
PEX. 12" WATERLINEWATER TANK
(FREDERICK WATER OWNED)
LODLOD
LODLOD
LOD LODLOD
LODLOD
SF
SF
SF
SFSF
SF SF
SF
SF
SF
CIP
IP
IP
IP
IP
IP
IP
IP
CE
IP
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
EX. TREELINE (TYP.)
EX. TREELINE (TYP.)
167
172
182
166
165
171
221
203
163
223 222
164
143
162
202
125
142
140
201
161
212
211
104
103
102
101
204
144
181 183
141
116
115
114
112
124
122
123
128
168
145
147
113
111
121
3.3
106105
148
11.2
11.1
11.3
1.21.1
1.7
1.3
1.6
1.5
1.4
3.1
3.2
4.6
4.7
2.1 2.2
12.1
11.0
Ex. Basin 1
20.59' - 30"RCP @ 4.03%
177.13' - 24" RCP @ 5.50%
57.00' - 18"RCP @ 0.42%
108.40' - 30"CMP @ 1.73%
60.48' - 18"RCP @ 2.98%
13.19' - 18"RCP @ 1.97%
33.42' - 18"RCP @ 2.18%
32.33' - 18"CMP @ 4.61%
89.60' - 15"RCP @ 0.88%
229.15' - 24"RCP @ 2.00%
171.68' - 24"RCP @ 12.19%
137.70' - 30"RCP @ 0.99%
96.30' - 24"RCP @ 16.86%
TYP
TYP
MAINTAIN IP AT EX.
GRATE UNTIL THE
STRUCTURE IS
RAISED & COVERED
TYP
CD
PS
OP
B/M
IP
IP IP IP
IP IP
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IP
IPIPIP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
CD
IP
PSB/M
PS
B/M
PS
PS
PS
PS
PS
PS
B/M
B/MOP
OP
OP
OP
IP
IP
CD
STM 168 DA
DA = 0.28 Ac.STM 182 DA
DA = 0.33 Ac.STM 162 DADA = 0.33 Ac.STM 181 DA
DA = 0.48 Ac.STM 167 DADA = 0.37 Ac.STM 212 DA
DA = 0.60 Ac.
STM 12.1 DA
DA = 0.35 Ac.
STM 2
0
4
D
A
DA =
0
.
1
2
A
c
.
STM 2
0
3
D
A
DA =
0
.
1
9
A
c
.
STM 221 DA.
DA = 0.09 Ac.
RD 222.B DA
Imp. DA = 0.06 Ac.
RD 221.A DA
Imp. DA = 0.02 Ac.
RD 222.A DA
Imp. DA = 0.02 Ac.
RD 203.A DA
Imp. DA = 0.05 Ac.
STM 165 DA
DA = 0.44 Ac.
STM 163 DA
DA = 0.61 Ac.
STM 164 DA
DA = 0.49 Ac.
SWM BASIN DA
DA = 0.87 Ac.STM 141 DAImp. DA = 0.22 Ac.DA = 0.22 Ac.STM 172 DA
DA = 0.18 Ac.STM 166 DADA = 0.40 Ac.STM 171 DA
DA = 0.30 Ac.
STM 142 DA
DA = 0.27 Ac.
STM 124 DA
DA = 0.38 Ac.
STM 125 DA
DA = 0.22 Ac.
STM 128 DA
DA = 0.45 Ac.
STM 123 DA
DA = 0.25 Ac.
STM 115 DA
DA = 0.39 Ac.
RD 145.A DA
Imp. DA = 0.36 Ac.RD 145
.B
DA
Imp
.
DA
=
0
.03
Ac
.
RD 223.A DA
Imp. DA = 0.15 Ac.
RD 11.3.A DA
Imp. DA = 1.02 Ac.
RD 4.7 DA
Imp. DA = 0.25 Ac.
RD 4.7.B DA
Imp. DA = 0.41 Ac.RD 11.1.A DA
Imp. DA = 0.35 Ac.
RD 144.B DA
Imp. DA = 0.12 Ac.
RD 144.A DA
Imp. DA = 0.26 Ac.
RD 11.1.B DA
Imp. DA = 0.22 Ac.
RD 11.1.C DA
Imp. DA = 0.09 Ac.
RD 4.7.C DA
Imp. DA = 0.09 Ac.
RD 4.6 DA
Imp. DA = 0.45 Ac.
RD 144.B DA
Imp. DA = 0.12 Ac.
STM 11.1 DA
DA = 1.16 Ac.STM 122 DADA = 0.19 Ac.STM 104 DA
DA = 0.25 Ac.
STM 1.7 DA
DA = 0.32 Ac.
STM 11.2 DA
DA = 1.44 Ac.STM 183 DADA = 0.38 Ac.STM 211 DADA = 0.31 Ac.STM 201 DADA = 0.40 Ac.STM 202 DADA = 0.38 Ac.RD 172.A D
A
Imp. DA = 0.
1
9
A
c.RD 143.A DAImp. DA = 0.17 Ac.STM 147 DA
DA = 0.27 Ac.
STM 145 DA
DA = 0.08 Ac.STM 143 DA
DA = 0.05 Ac.
STM 116 DA
DA = 0.10 Ac.
STM 114 DA
DA = 0.10 Ac.
STM 112 DA
DA = 0.13 Ac.
STM 113 DA
DA = 0.04 Ac.
STM 103 DA
DA = 0.10 Ac.
STM 102 DA
DA = 0.08 Ac.
STM 223 DA
DA = 0.09 Ac.
STM 222 DA
DA = 0.06 Ac.
STM 106 DA
DA = 0.34 Ac.
STM 1.3 DA
DA = 0.14 Ac.
STM 1.4 DA
DA = 0.04 Ac.
STM 1.5 DA
DA = 0.04 Ac.
STM 1.6 DA
DA = 0.65 Ac.
STM 1.2 DA
DA = 1.03 Ac.
OP
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS2200 E&S PH2.dwg PLOTTED: 4/11/2022 10:16 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
03-23-2022 AGENCY SUBMISSION #2
3/23/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604E&S CONTROL PLAN PHASE 2PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS2200
TOTAL SHEETS 54JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT3.01 SAFETY FENCE SAF SAF
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
3.18 OUTLET PROTECTION OP
3.20 ROCK CHECK DAMS CD
SOIL STABILIZATION
BLANKETS AND MATTING B/M3.36
3.31 TEMPORARY SEEDING TS TS
3.39 DUST CONTROL DC DC
3.38 TREE PRESERVATION
AND PROTECTION TP TP
3.08 CULVERT INLET
PROTECTION CIP
3.05 SILT FENCE SF
3.11
TEMPORARY
RIGHT-OF-WAY
DIVERSION RWD RWD
3.12 DIVERSION DV DV
3.29 SURFACE
ROUGHENING SR SR
3.32 PERMANENT SEEDING PS PS
CRITICAL SLOPES
LIMITS OF DISTURBANCE LOD
3.33 SODDING SO SO
3.19 RIPRAP RR
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
EROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS2500 E&S Details.dwg PLOTTED: 4/11/2022 10:16 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493CD - 1/31/2022
01-31-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604E&S CONTROL DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS2500
TOTAL SHEETS 41JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS2501 E&S Details.dwg PLOTTED: 4/11/2022 10:16 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493CD - 02/02/2022
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604E&S CONTROL DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS2501
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
(HEAVY DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
3" BASE COURSE (BM25)
COMPACTED SUBGRADE
8" DENSE GRADED STONE (21B)
CONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
(STANDARD DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
PAVEMENT NOTES:
1. ALL ENTRANCE ROAD IMPROVEMENTS, LOADING AREAS, AND
PARKING LOT DRIVE AISLES SHALL BE HEAVY DUTY PAVING.
2. STANDARD AND HANDICAP PARKING SHALL BE STANDARD DUTY
PAVING.
3. ALL SIDEWALKS, REGARDLESS OF WIDTH SHALL BE CONCRETE.
4. BUS LOOP AND BUS PARKING AREA SHALL BE HEAVY DUTY
PAVING.
5. LOADING DOCK AND DUMPSTER AREA SHALL BE HEAVY DUTY
CONCRETE.
(HEAVY DUTY)
CONCRETE LOADING DOCK
NTS
7" - 4,000 PSI CONCRETE
8" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
6" X 6" W2.9 W.W.F.
MILL & OVERLAY PAVEMENT
NTS
1 1 2 " SM 12.5A
PROVIDE TACK COAT
MILL EX. PAVEMENT
(MIN. 1 1 2 INCHES)
EXISTING PAVEMENT MARKINGS AND MARKERS SHALL BE RESTORED.
EXISTING SCHOOL PAVEMENT: MILL & OVERLAY PAVEMENT SHALL
MATCH NEW PAVEMENT SECTION SMOOTH AND MATCH SLOPE.
WOODSIDE PLACE: ELEVATION OF SHOULDER SHALL BE ADJUSTED
TO MATCH EDGE OF PAVEMENT TO PROVIDE CONSISTENT CROSS
SLOPE TO EXISTING DITCH.
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSESTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD
RESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
5' S/WSOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)EXISTING BUILDINGJAMES WOOD HIGH SCHOOLPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022\
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL PROPOSED BUILDINGADDITIONARCH VER. 01-17-2022EXISTING BUILDINGJAMES WOOD HIGH SCHOOLRAMP
RAMPWHEEL STOP (TYP.)DN
SPEC. NEEDS DROP OFFDOCK
STAIR DUMPSTERSAUDITORIUM ACCESSKITCHEN
LOADINGSTUDENT DROP-OFF(ONE WAY)STU
D
E
N
T
D
R
O
P
-
O
F
F
(ON
E
W
A
Y
)
MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
MILL & PAVE
MILL &
P
A
V
E
MILL & PAVE
MILL & PAVE MILL & PAVEMILL & PAVE
SWM
FACILITY
CATCH
BASIN
PR. GENCORRIDORRAMP
8'DECK
8'DECK FF=918.83FF=918.83FF=917.35FF=917.35FF=917.73FF=917.73RAMP
RAMPFH
WV
FH
MLP MLP MLP MLP MLP
MLP
MLP
MLP
EHH
WPP
WPP
WPP
WPP
WPP
WPPGA
GA
GA
GREENHOUSEFL BRICK BUILDINGEHH
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
PEX. 12" WATERLINEWATER TANK
(FREDERICK WATER OWNED)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS3200 Road and Pavment Sections.dwg PLOTTED: 4/11/2022 10:17 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493CD - 02/02/2022
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604ROAD AND PAVMENT SECTIONSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS3200
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
WOODSIDE PL.
60' ROW - DB 349 PG 123WOODCREST DR.60' ROWTM 42-A-210SPINAR, MARK L.& NANCY P.INST# 0021118563.72 AC.ZONE RA
APPLE PIE RIDGE RD. ~ RTE 739VARIABLE WIDTH ROWTM 42-7-1BASSLER, JOHN K. & LORI V.INST# 0014100023.14 AC.ZONE RA
TM 42-A-205APPLE RIDGE FARM, LC.INST# 0001087598.29 AC.ZONE RA
TM 42-5-DJAMES WOOD HIGH SCHOOLFREDERICK COUNTY SCHOOL BOARDDB 454 PG 43868.86 AC.ZONE RA
JWHSEPEPEP
EP
EP
EP
EP
EP
EPEPEPEP18.5'EP18.5'EP22.3'
EP
22.0'EP
22.0'
EP60' ROWEND MILL & PAVE
END MILL & PAVE
END MILL & PAVE
±28,200 SF
MILL & PAVE RE-SURFACING
EXISTING WOODSIDE PL. ROADWAY SHOWN
HEREON DERIVED FROM FREDERICK COUNTY GIS.
CONTRACTOR TO CONFIRM / VERIFY ROADWAY
SURFACE AREA PRIOR TO CONSTRUCTION.
STOP SIGN AND STOP BAR
STOP SIGN AND STOP BAR
A LAND USE PERMIT SHALL BE
OBTAINED BEFORE ANY WORK IS
PERFORMED ON THE STATE'S
RIGHT-OF-WAY.
SEE MOT CS3300 FOR TEMPORARY
TRAFFIC CONTROL DETAILS
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS3201 Woodside Place (Surfacing).dwg PLOTTED: 4/11/2022 10:18 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH03-23-2022 AGENCY SUBMISSION #2
3/23/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604WOODSIDE PLACE (SURFACING)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS3201
TOTAL SHEETS 54JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
A LAND USE PERMIT SHALL BE OBTAINED
BEFORE ANY WORK IS PERFORMED ON
THE STATE'S RIGHT-OF-WAY.U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS3300 MOT Plan.dwg PLOTTED: 4/11/2022 10:18 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049303-23-2022 AGENCY SUBMISSION #2
3/23/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604MOT PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS3300
TOTAL SHEETS 54JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
FH
WV
FH
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
24"
12" TR.
18"
WPP
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
8"
12"
36"
24"36"
10"10"12"10"GREENHOUSE12"
12"10"
10"
8"
10"
12"
8"
12"
15"
FL
FL
15"
DENSE VEGETATION BRICK BUILDING10" W/MEHH
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)WATER TANK
(FREDERICK WATER OWNED)
15
15
15
15
18
12
15
25
204
18 19 16 18 19 20 21 22 22 23 20 20 24
9
25
19
12
4
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
10
13
14
17
17
16
15
17
10
9
LP
LP
LP LPLPLP
LPLPLPLPLP
LP LP
LP
LP
LP LPLP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSE30' FC26' FC22'
FC
26' FC1
5
'
FC
34'
FC
26'
FC
24'FC
26' FC30'
FC
22'
FC
8' SIDEWALK22'
STUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD
22'FC
SAW-CUT / MATCH
EX. PVMT & CURB
0+00
1+00 2+003+00 4+005+006+007+00 8+00
9+00
10+00
11+00
12+00
13+00
14+00
14+47
PC 1+03.12PT
1
+
7
5
.
2
2
PC
2
+
0
1
.
3
9 PT 2+91
.88PC 3+08
.60
PT 4+73.61
PC 5+36.69 PT 7+16.05PC 8+41.52PT 8+98.84PC 9+73.65PT 11+68.66PC 13+08.76PT 14+06.650+00
1
+
0
0
2+003+004+005+
0
0
6+00 7+00 8+009+0010+0011+0012+0013+0013+55PC 0+47.37PT 2
+
1
5
.
1
9
PC 2
+
4
3
.
5
0
P
T
2
+
8
8
.
2
5
PC
3
+
4
3
.
8
6
PT 5+70.95PC 7+25.10PT 7+53.37 REPLACE 195 LFFENCERESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
STACKING - 1,170 LF22'
FC
2
6
'
FC 22'FC22'
FC
22'
FC
22'
FC
22'
FC
60.00'70.50'FFE=931.24
(ULE -2.67')
FFE=933.91'FFE=933.9
1'
FFE=933.91'
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'26'
FC
26' FCSOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)
26'
FC22'
FC 22'FC22'FC180' RET. WALLHP 10+81.93Elev 931.35HP 7+97.27
Elev 918.62
LP 11+33.83
Elev 917.69
FFE=933.91'
FFE=927.91
(ULE -6.00')
15' FC
DOCK
STAIR
FFE=919.24(ULE -14.67')FFE=919.24'(ULE -14.67')FFE=920.60 FFE=920.60'FFE=920.50-0+00
1+
0
0
2
+
0
03+004+005+006+007+00
8+009+0010+0011+
0
0
11+42
PCC 2+63.29
PT 3
+
9
3
.
4
7
PC 4
+
3
4
.
1
2
PT 4+93.48
PC 5+71.94
PT 8+58.09
PC 10+09.32
PT 11+21.05MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
SAW-CUT / MATCH EX.
PVMT
BEG. MILL & PAVE EX.
ROAD
531.6' SETBAC
K 322.8' SETBACK1041.2' SETBACK
224.1' SETBACKR=200.00R=100.00R=150.00R=120.00R=200.00
R=151
3
.
0
0
R=342.07
R=200.00R=150.00R=89.52
R
=
9
0
.
0
0
R=100.00R=75.00R=85.00
C
G
-
1
2
C
CG-12C
C
G
-
1
2
C
CG-12C
END MILL & PAVE EX. ROAD
SWM
FACILITY REPLACE. 50 LF FENCE12' DOUBLE SWING GATECATCH
BASIN
PR. GENSAW-CUT / MATCH EX. PVMT
SEE MEP PLAN FOR FIBER AND
TELEPHONE CONNECTIONS AT BLDG
2 - PULL BOXES
17" X 30"
LODLOD
LODLOD
LOD LODLOD
LODLOD
10+0011+0012+0013+00
14+00 15+00
16+00
17+00
18+00
18+52ARV
20' FREDERICK WATER ESMT
FDC
F
D
C
A
B
T
P
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4000 Geometric Plan (Overall).dwg PLOTTED: 4/11/2022 11:05 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (OVERALL)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4000
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWRIP RAPLOD
12
LP
LP
LP
LP
LP
LP30' FC26' FC1
5
'
FC
SAW-CUT / MATCH
EX. PVMT & CURB
0+00
1+00 2+003+00 4+005+00PC 1+03.12PT
1
+
7
5
.
2
2
PC
2
+
0
1
.
3
9 PT 2+91
.88PC 3+08
.60
PT 4+73.61
PC 5+36.69
0+00
3+004+00PC 0+47.37PC 2
+
4
3
.
5
0
PT
2
+
8
8
.
2
5
PC
3
+
4
3
.
8
6
9'20'
22'
FC
2
6
'
FC
22'FCCG6STU
D
E
N
T
D
R
O
P
-
O
F
F
(ON
E
W
A
Y
)
MAIN EN
T
R
A
N
C
E
R
O
A
D
R=200.00R=100.00R=150.00R=75.00R =2 5 'R
=
25'R=25'R=47'R =3'R=3'R=3'
R=5'
R=3'
CG6
CG6
CG6
CG6
CG6CG6CG6CG6CG6CATCH
BASIN
10' UTIL ES
M
T 20' FREDERICK WATER ESMTU:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4001 Geometric Plan (Entrance).dwg PLOTTED: 4/11/2022 11:06 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS MATCH - CS4002MATCH - CS4003
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (ENTRANCE)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4001
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
RIP RAP EX. 8" FIRE LINE (PRIVATE)LOD
15
15
15
15
18
12
15
10
LP
LP
LPLPLP
LP LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL
1
5
'
FC
3+00PT 2+91
.88PC 3+08
.602+003+004+005+
0
0
6+00 7+00 8+009+0010+00PT 2
+
1
5
.
1
9
PC 2
+
4
3
.
5
0
PT
2
+
8
8
.
2
5
PC
3
+
4
3
.
8
6
PT 5+70.95PC 7+25.10PT 7+53.379'20'
22'
FC
2
6
'
FC CANOPY9'20'
8'
26'
FC
26' FCSOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)9'20'
26'
FC
9'20'9'20'20'22'
FC 22'FC9'22'FCCG6HP 7+97.27
Elev 918.62 EXISTING BUILDINGJAMES WOOD HIGH SCHOOLEXISTING BUILDINGJAMES WOOD HIGH SCHOOL12' DOUBLE
SWING GATE
REMOVABLE
BOLLARD
SPEC. NEEDS DROP OFFBOLLARD
BOLLARD &
HC SIGN TYP.FFE=919.24(ULE -14.67')FFE=920.50MAIN EN
T
R
A
N
C
E
R
O
A
D
PR. FENCE
PR. FENCE62' - CG6 DEPRESSEDR=200.00R=100.00R=75.00R=85.00R=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
CG6
CG6
CG6CG6CG6CG6CG6CG6
CG6 CG6CG6CG6CG6 CG6CG6CG6CG6CATCH
BASIN
MATCH EX CONCRETEMATCH EX CONCRETEPR. GEND
D
7'
U
T
I
L
E
S
M
T
SEE MEP PLAN FOR FIBER AND TELEPHONE CONNECTIONS AT BLDG
2 - PULL BOXES
17" X 30"10' UTIL ES
M
T
10' UTIL ESMT
2
0
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
FDC
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4002 Geometric Plan (Faculty - East).dwg PLOTTED: 4/11/2022 11:06 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGSMATCH - CS4001MATCH - CS4004MATCH - CS4003
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (FACULTY - EAST)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4002
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
EX. 12" WATERLINELOD
25
20
4
18 19
16 18 19 20
9
V
V
V
V
V V
V
V
LP
LP LPLPLP
LPLPLP LPLP
LP LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL26' FC22'
FC
26' FC34'
FC 26' FC22'
FC
22'
3+00 4+005+006+007+00 8+00
9+00
10+00
PT 2+91
.88PC 3+08
.60
PT 4+73.61
PC 5+36.69 PT 7+16.05PC 8+41.52PT 8+98.84PC 9+73.650+00
1
+
0
0 11+0012+0013+0013+55PC 0+47.37(NO PAINT STRIPES PROVIDED)6'SWPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022
22'
FC
22'
FC
20'9'10'18'268.00'9'9'9'20'
20'20'
20'
20'20'
COVERED
A
R
E
A
(SEE ARCHI
T
E
C
T
U
R
E)
FFE=931.24
(ULE -2.67')
FFE=933.91'FFE=933.9
1'
FFE=933.9
1'9'20'
LP 11+33.83
Elev 917.69
EXISTING BUILDINGJAMES WOOD HIGH SCHOOLPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022\
FFE=933.91'
FFE=927.91
(ULE -6.00')
15' FC
DNFFE=919.24'(ULE -14.67')2 RELOC
A
T
E
D
F
L
A
G
P
O
L
E
S
INSTALL
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
6' SCREENING WALL(SEE ARCHITECTURE)PASSEN
G
E
R
U
N
L
O
A
D
I
N
G
(NO PAR
K
I
N
G
)AUDITORIUM ACCESSSTUDENT DROP-OFF(ONE WAY)STU
D
E
N
T
D
R
O
P
-
O
F
F
(ON
E
W
A
Y
)
MAIN EN
T
R
A
N
C
E
R
O
A
D 41' - CG6R DEPRESSEDR=200.00R=150.00R=120.00R=200.00
R=100.00
R =2 5 'R
=
25'
R=3'
R=2
5'
R=5'R=25'R=15'R=61'R=7'R=3'
CG6CG6
CG6
CG6 CG6CG6CG6CG6CG6CG6CG6
CG6
R=3'R=7'
R =10'R=15'C
G
-
1
2
C
CG-12C
CG6
R=3'R=9'
R =6'R=3'CG6
R=3'R=
2
5'
R =7'R=3'
CG6
R=1
0'
R=3'
R=3'
R =7'CG6CG6RMILL & PAVE
MILL &
P
A
V
E
MILL & PAVE
SWM
FACILITY
D
D 20' FREDERICK WATER ESMTU:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4003 Geometric Plan (Faculty - West).dwg PLOTTED: 4/11/2022 11:07 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGSMATCH - CS4001MATCH - CS4004MATCH - CS4006
MATCH - CS4002
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (FACULTY - WEST)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4003
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
EHH BRICK BUILDINGEHH RIP
RAP
RI
P
R
A
P
EX. 8" FIRE LINE (PRIVATE)LOD LOD4
17
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSE26'FC
22'FC
14+00
14+47PT 14+06.65NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELO
C
A
T
E
D
)
COVERED AREA
(SEE ARCHITECTURE)
60.00'70.50'FFE=933.91'
FFE=933.91'8'1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELO
C
A
T
E
D
)
1 - TEMP.
C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
1 - TEMP.
C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'6 - TEMP.
CLASSROOMS
(RELOCATED)5' S/W8' ACCESSIBLE ROUTEPR. 8' SIDEWLAKEXISTING BUILDING
JAMES WOOD HIGH SCHOOL PROPOSED BUILDINGADDITIONARCH VER. 01-17-20226' GATE
6' GATE
6' GATESECURITY FENCESECURITY FENCESECURITY FENCERAMP
RAMPWHEEL STOP (TYP.)FFE=933.91'
DOCK
STAIR
FFE=920.60 FFE=920.60'
12'
SW
DUMPSTERS 6' MASONRY SCREENING WALL(SEE ARCHITECTURE)KITCHEN
LOADING
-0+00
1+
0
0
2+
0
03+0011+
0
0
11+42
PCC 2+63.29PT 11+21.05COMMERCIA
LACCESS ROAD
SAW-CUT / MATCH EX. PVMT
BEG. MILL & PAVE EX. ROAD
VEST VEST
CG-12A
CG-12B
CG-12CFFE=920.60
FFE=920.60
SAW-CUT AND REMOVE
EXISTING CONC SIDEWALK
NEW SIDEWALK
MATCH TO EX. FFE AT GYMNASIUM
R=342.07
R=200.00R=25'R=111'R =2 5 'R=50'CG6RCG6R=266'R=240'R=187'END MILL & PAVE EX. ROAD
EOP
CORRIDOR6' ACCESSIBLE ROUTERAMP
8'DECK
8'DECK
CONC
SAW-CUT / MATCH EX. PVMT
FF=918.83FF=918.83FF=917.35FF=917.35FF=917.73FF=917.73RAMP
RAMP6' GATECG-12B1-STAIRCG-6MATCH EX CURB
29.9'18.4'13.4'D
T
P
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4004 Geometric Plan (Employee).dwg PLOTTED: 4/11/2022 11:08 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGSMATCH - CS4003 MATCH - CS4005
MATCH - CS4002 4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (EMPLOYEE)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4004
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
BRICK BUILDINGTM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
LODLOD
LOD19 20 21 22 22 23
20 20 24
25
19
12
V
V V
V
V
V
V
V
V
V
V
V
10
13
14
17
17
16
15
9
LP
LP
LP
LP
LP
LP
LP
LP
12'
SW
EXISTING ATHLETIC24'
FC
30'
FC 8' SIDEWALKSTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD
11+00
12+00
13+00
14+00
14+47PT 11+68.66PC 13+08.76PT 14+06.65REPLACE 195 LF FENCE6'SWPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022 22'FC22'22'22'22'22'
22'
22'
FC
22'
FC9'9'9'9'20'20'
20'
20'20'20'
20'
20'20'9'FFE=933.91'180' RET. WALL5' CONC S/W
EX TICKET BOOTH
EX. PVMT TO REMAIN20'9'HP 10+81.93Elev 931.35DOCK
STAIR
12'
SW
12'
DUMPSTERS
ASPHALT
CONCRETE
6' MASONRY SCREENING WALL(SEE ARCHITECTURE)KITCHEN
LOADING 4+005+006+007+00
8+009+0010+0011+
0
0
11+42
PT 3
+
9
3
.
4
7
PC 4
+
3
4
.
1
2
PT 4+93.48
PC 5+71.94
PT 8+58.09
PC 10+09.32
PT 11+21.05CG-12B
CG-12
A
CG-1
2
A
R=151
3
.
0
0
R=342.07
R=200.00R=150.00R=89.52
R
=
9
0
.
0
0
CG6
R=3'
R =7'R=3'R=10'
R =7'R=4'
CG6
R=2'
R=3'
R
=
2
5'
CG6
CG6 CG6CG6R=2'
R=2'
R=3'
R=3'
R=3'R=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12'CG6RCG6
CG6
R =5'R=25'R =2 5 'R=187'R=5'
R=7'
R=3'
R=3'
R=3'R=100'
CG6
CG6
MILL & PAVE
MILL & PAVE MILL & PAVEMILL & PAVEREPLACE. 50 LF FENCE12' DOUBLE SWING GATEBEG. HANDRAILDETL C-452END. HANDRAILDETL C-4526' OPAQUE GATE(SEE ARCHITECTURE)ARV
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4005 Geometric Plan (Bus Loop).dwg PLOTTED: 4/11/2022 11:08 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGSMATCH - CS4003 MATCH - CS4006MATCH - CS4004
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (BUS LOOP)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4005
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
WV
FH
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
EX. 12" WATERLINEWATER TANK
(FREDERICK WATER OWNED)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
LODLOD LOD
20
4
18 19
16 18 19 20
V
V
V
V
V V
V
V
LPLP
LP LP
LP
26' FC22'
FC
26' FC22'
FC
7+00 8+00
9+00PT 7+16.05PC 8+41.52PT 8+98.84PC 9+73.6513+55RESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)6'SW22'22'
22'
FC
22'
FC
22'
20'9'10'18'148.00'268.00'9'9'9'20'
20'20'
20'
20'20'
18'
EX. PVMT TO REMAIN
2 RELOC
A
T
E
D
F
L
A
G
P
O
L
E
S
INSTALL
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
PASSEN
G
E
R
U
N
L
O
A
D
I
N
G
(NO PAR
K
I
N
G
)R=120.00R=200.00
R=25'
R=5'R=25'R=15'R=61'R=7'R=3'
CG6CG6
CG6CG6
CG6
R=3'R=7'
R =10'R=15'C
G
-
1
2
C
CG-12C
CG6
R=3'R=9'
R =6'R=3'CG6
R=3'R=
2
5'
R =7'R=3'
CG6
R=1
0'
R=3'
R=3'
R =7'R=3'R=3'
CG6
MILL & PAVE
MILL &
P
A
V
E
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4006 Geometric Plan (Student-Practice).dwg PLOTTED: 4/11/2022 11:09 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS MATCH - CS4005 MATCH - CS4002
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GEOMETRIC PLAN (STUDENT - PRACTICE)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4006
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
WV
FH
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
24"
12" TR.
18"
WPP
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
8"
12"
36"
24"36"
10"10"12"10"
WV WM
RIM (895.27)GREENHOUSE12"
12"10"
10"
8"
10"
12"
8"
12"
15"
FL
FL
15"
DENSE VEGETATION BRICK BUILDING10" W/MEHH
WM
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
LODLOD
LODLOD
LOD LODLOD
LODLOD
LP
LP
LP LPLPLP
LPLPLPLPLP
LP LP
LP
LP
LP LPLP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSESTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD REPLACE 195 LFFENCERESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
STACKING - 1,170 LF148.00'268.00'
60.00'70.50'FFE=931.24
(ULE -2.67')
FFE=933.91'FFE=933.9
1'
FFE=933.91'
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'SOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)180' RET. WALLCG6FFE=933.91'
FFE=927.91
(ULE -6.00')
DOCK
STAIR
FFE=919.24(ULE -14.67')FFE=919.24'(ULE -14.67')FFE=920.60 FFE=920.60'FFE=920.50MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
531.6' SETBAC
K 322.8' SETBACK1041.2' SETBACK
224.1' SETBACKR=2 5 'R=
25'R=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
R=3'
R=2
5
'
R=5'R=25'R=15 'R=61'
R=7'R=3'
CG6CG6
CG6
CG6
CG6
CG6
CG6CG6CG6CG6CG6CG6
CG6 CG6CG6CG6CG6 CG6CG6CG6CG6CG6CG6CG6CG6CG6
CG6
R=3'R=7'
R=10'R
=15'C
G
-
1
2
C
CG-12C
CG6R=3'R=9'
R=6'R=3'CG6
R=3'R=
2
5'
R=7'R=3'CG6
R=10'
R=3'
R=3'
R=7'R=3'R=10'
R=7'R=4'
CG6
R=2'
R=3'R=
25'
CG6
CG6 CG6CG6R=2'
R=2'R=3'
R=3'
R=3'R=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12 'CG6RCG6
CG6
R=5'R
=25'R=111'R=2 5 'R=50'CG6RCG6R=266'R=240'R=187'R=5'
R=7'R=3'
R=3'R=3'R=100'
R=3'R=3'
CG6
CG6 CG6
CG6CG6RSWM
FACILITY REPLACE. 50 LF FENCE12' DOUBLE SWING GATECATCH
BASIN
PR. GENEOP
870868872874880
890
874
876
878
882
884
886
888
892
894 922932
934
936
940
950
938 942 944 946 948
940
934
936938
942
944
946
93
0
922924926
92
8
9
3
2
912
910
906908
912
914 918900910920
892894896898
902904906908912914916918
910
902
904
906 908
912 914 916 918
9
2
0
920
8
7
2 920930
922
924
926
928
932 934936910920904906908912914916918890900910884886888892894896898902904906908 9209229
2
4 926926926940
934936
938
88089090087687888288488688889289489689890290
0 90290490690891
0
910920920930930904
906
908
9
1
2
912
914
9
1
4 916916918918922922924924926926928928920
930
916
918
922
924
926928932
91691691890091
0 898902904
906
908
9129149
1
6
9
1
8
910 912 914 9168708728748
7
6
8
7
8 922924926928932930
932
930928932920922924926928930928932920920922924926
928
920
920
922
924
926
920930922924926928910908908912914916167
172
182
166
165
171
221
203
163
223 222
164
143
162
202
125
142
140
201
161
212
211
104
103
102
101
204
144
181 183
141
116
115
114
112
124
122
123
128
168
145
147
113
111
121
3.3
106105
148
ARV
FDC
F
D
C
A
B
T
P
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4100 Grading Plan (Overall).dwg PLOTTED: 4/11/2022 12:02 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
1"=50'
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (OVERALL)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4100
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWRIP RAPLODLP
LP
LP
LP
LP
LP
9'20'CG6STU
D
E
N
T
D
R
O
P
-
O
F
F
(ON
E
W
A
Y
)
MAIN EN
T
R
A
N
C
E
R
O
A
D
R =2 5 'R
=
25'R=25'R=47'R =3'R=3'R=3'
R=5'
R=3'
CG6
CG6
CG6
CG6
CG6CG6CG6CG6CG6CATCH
BASIN870868872874880
874
876
878
882
884
886
8
7
2
890900910884886888892894896898902904906908880890900876878882884886888892894896898902 90
0 902904906908904
906
91
0 898908
9129148708728748
7
6
8
7
8
128
123
122
124
116
115
114
121
112
113
111
104
103
102
101
3
2
'
-
1
5
"
HD
P
E
30'-15" HDPE35'-15" HD
P
E
41'-15"
H
D
P
E
17'-18" HDPE64'-18" HDPE8'-
1
5
"
H
D
P
E
34'
-
1
5
"
H
D
P
E
60'-
1
5
"
H
D
P
E
38'-15" HDPE
34'-
1
8
"
H
D
P
E
34'-
1
5
"
H
D
P
E
91183
EP
913 20
EP
912 47
EP
912 66
EP
912 26
EP
912 02
EP
911 75
LP
912 65
EP
912 87
EP
909 56
EP
915 15
EP
912 37
HP
912 15
EP
896 53
EP
895 25
EP
893 97
EP
896 53
EP
897 56
EP
898 60
EP
877 01
TOP 8.3%2.7%
7.7%7.7%6.0%
915 82
TC
913 87
TC
914 76
EP
913 33
TC
913 14
TC
912 93
TC
912 19
TC
912 08
TC
914 98
EP
2.0%
2
.
0%
-2.
5
:
1 -2.5:1-3.0:1915 52
TC
913 41
TC
912 51
TC
911 97
EP
-3.0:
1
895 00
INV
891 00
Weir
891 00
Weir
888 00
INV
888 00
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4101 Grading Plan (Entrance).dwg PLOTTED: 4/11/2022 12:03 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
1"=20'
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
CD - 02/02/2022 MATCH - CS4102MATCH - CS4103
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (ENTRANCE)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4101
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
RIP RAP
LOD
LP
LP
LPLPLP
LP LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL
9'20'CANOPY9'20'
8'
SOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)9'20'
9'20'9'20'20'9'CG6EXISTING BUILDINGJAMES WOOD HIGH SCHOOLEXISTING BUILDINGJAMES WOOD HIGH SCHOOL12' DOUBLE
SWING GATE
REMOVABLE
BOLLARD
SPEC. NEEDS DROP OFFBOLLARD
BOLLARD &
HC SIGN TYP.FFE=919.24(ULE -14.67')FFE=920.50MAIN EN
T
R
A
N
C
E
R
O
A
D
PR. FENCE
PR. FENCE62' - CG6 DEPRESSEDR=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
CG6
CG6
CG6CG6CG6CG6CG6CG6
CG6 CG6CG6CG6CG6 CG6CG6CG6CG6CATCH
BASIN
MATCH EX CONCRETEMATCH EX CONCRETEPR. GEN910
902
904
906
908
912
914
916
918
9
2
089090091088488688889289489689890290490690891691691890091
0 902904
906
908
9129149
1
6
910
912
914
916
4.6
4.7
125
128
123
122
124
121
17'-18" HDPE97'-15" HDPE64'-18" HDPE38'-15" HDPE90'-15" RCP CL III34'-
1
8
"
H
D
P
E
117'-18" HDPE
917 52
EP
917 92
HP
918 36
EP
917 23
EP
911 83
EP
917 10
EP
913 20
EP
912 47
EP
912 66
EP
912 26
EP
912 02
EP
91175
LP
912 65
EP
912 87
EP
909 56
EP
915 15
EP
912 37
HP
917 72
EP
912 15
EP
917 33
EP
917 43
EP
917 63
EP
917 02
FC
916 64
EP
917 52
FC
917 51
EP
918 62
EP
917 57
EP
917 27
EP
916 45
EP
915 59
FC
916 59
FC
916 12
FC
917 55
FC
917 52
FC
917 60
FC
918 28
FC 918 32
FC
918 44
FC
918 18
FC
917 59
FC
915 45
FC
916 52
FC
918 14
FC
918 26
FC
917 40
FC
917 30
FC
917 09
FC
916 38
EP
918 75
EP91845
EP
918 71
EP
918 67
EP
918 46
EP
918 45
EP
918 26
EP
917 82
EP
917 17
EP
919 24
EC
918 94
EC
919 60
EC
919 60
EC
919 50
EC
919 44
EC 919 69
EC
919 34
TC
919 42
TC
919 08
TC
919 39
TC
919 07
TC
919 30
TC
918 92
TC
919 28
TC
7.7%
917 77
TC
915 82
TC
913 87
TC
917 12
TC 916 53
EP91719
TC
917 42
TC 916 75
EP
916 84
EP
916 03
EP
915 91
EP
916 45
EP
914 76
EP
913 33
TC
913 14
TC
912 93
TC
912 19
TC
916 80
EP
912 08
TC
917 06
EP2.0%916 67
EP2.0%916 13
EP
2.0%
914 98
EP
2.0%
2
.
0%-2.5:1
-2.
5
:
1 -2.5:1-3.0:1
918 24
TC
917 94
TC
917 90
TC
917 60
TC
917 21
TC
916 67
TC
915 52
TC
913 41
TC
912 51
TC
911 97
EP
895 00
INV
89100
Weir
891 00
Weir
888 00
INV
888 00
D
D
FDC
EX. 12" STORMBEL GRADE
EX. 12" STORMBEL GRADE,INV. 917.25 ±
6" RD & CO
12" RD COLLECTOR
EXTEND EX. 12"
STORM TO PROP.
30" DRAIN BASIN
8" RD COLLECTOR
4" CO (TYP)
12" RD COLLECTOR
D
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4102 Grading Plan (Faculty - East).dwg PLOTTED: 4/11/2022 12:05 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
1"=20'
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
CD - 02/02/2022MATCH - CS4101MATCH - CS4104MATCH - CS4103
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (FACULTY - EAST)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4102
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
EX. 12" WATERLINELOD
LP
LP LPLPLP
LPLPLP LPLP
LP LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL
(NO PAINT STRIPES PROVIDED)6'SWPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022
20'9'10'18'268.00'9'9'9'20'
20'20'
20'
20'20'
COVERED
A
R
E
A
(SEE ARCHI
T
E
C
T
U
R
E)
FFE=931.24
(ULE -2.67')
FFE=933.91'FFE=933.9
1'
FFE=933.9
1'9'20'EXISTING BUILDINGJAMES WOOD HIGH SCHOOLPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022\
FFE=933.91'
FFE=927.91
(ULE -6.00')
DNFFE=919.24'(ULE -14.67')2 RELOC
A
T
E
D
F
L
A
G
P
O
L
E
S
INSTALL
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
6' SCREENING WALL(SEE ARCHITECTURE)AUDITORIUM ACCESSSTUDENT DROP-OFF(ONE WAY)STU
D
E
N
T
D
R
O
P
-
O
F
F
(ON
E
W
A
Y
)
MAIN EN
T
R
A
N
C
E
R
O
A
D 41' - CG6R DEPRESSEDCG6CG6
CG6
CG6 CG6CG6CG6CG6CG6CG6CG6
CG6
C
G
-
1
2
C
CG-12C
CG6
CG6
CG6
CG6CG6RMILL & PAVE
MILL &
P
A
V
E
MILL & PAVE
SWM
FACILITY
D
D
6" RD & CO
12" RD COLLECTOR
4" RD
DS (TYP)
4" RD & CO
4" RD & CO
DS (TYP)
DS (TYP)
4" CO (TYP)
4" CO (TYP)
4" RD
& CO
30" DRAIN
BASIN
12" RD COLLECTOR
30" DRAIN
BASIN
DS (TYP)
4" CO (TYP)DS (TYP)
D
D
880
890
874
876
878
882
884
886
888
892
894
9109209049069089129149169189209229
2
4 92692692688089090087888288488688889289489689890290
0 90290490690891
0 920930904
906
908
9
1
2
9
1
4 9169189229249269289008989029
1
8
930
932
930928932920922924926928930928932929 42
929 91
928 7592818
928 72
145
144
168
167
172
171
166
165
163164
143
147
142
141
162
161
140
116
115
114
112
113
111
75'-18" H
D
P
E
143'-18" HDPE
25'-15" HDPE46'-15" HDPE79'-15" HDPE
48'-15" H
D
P
E75'-24" HDPE
53'-15"
H
D
P
E
3
2
'
-
1
5
"
HD
P
E
30'-15" HDPE35'-15" HD
P
E
41'-15"
H
D
P
E
4
8
'
-
8
"
H
D
P
E
23'-15" HDPE23'-15" HDPE23'-15" HDPE23'-15" HDPE23'-15" HDPE23'-15" HDPE23'-15" HDPE23'-15" HDPE
47'-18" HDPE
93'-18" HDPE
68'-15" HDPE
66'-15"
H
D
P
E
2
2
'
-
1
5
"
HDPE50'-15" HDPE34'-
1
5
"
H
D
P
E
5R
5R
9109089089129149163.2
3.3
BW 933.90TW 937.41
BW 933.77TW 937.41TW 937.41BW 933.76
TW 936.20BW 932.74
BW 935.10TW 935.15TW 934.98
TW 935.29
WALLS TO BE MIN. 42"
ABOVE FINAL GRADE
929 06
EP 929 56
EP
928 48
EP
927 61
EP
927 28
LP
925 86
EP
925 22
LP
924 15
EP
932
928 08
928 08
EP
928 59
EP
930
929
929 83
EP92953
EP
929 35
EP92808
EP
928 10
EP
929 61
EP
928 47
927 83
EP
928 00
EP
929 07
HP
928 25
EP92855
EP
928 31
EP
928 10
EP
927 89
EP
928 23
HP
926 64
EP 927 28
EP
926 05
EP
926 60
EP
926 88
EP
927 27
EP92787
EP92653
EP
920 00
LP
915 96
LP
927 63
HP
926 79
EP
920 41
EP
920 88
EP92100
EP
917 60
EP
918 16
EP
917 34
EP
917 62
EP91690
EP
911 39
EP
919 42
EP
918 66 927 31
EP
926 97
EP
927 00
EP
926 81
EP
926 53
LP
926 84
EP
928 02
EC
927 17
EP
925 53
EP
926 00
EP
925 68
LP
926 39
EP
926 50
HP
927 22
HP
927 30
EC
926 84
BP
917 70
CL
916 60
LP
92167
EP
917 66
EP
916 41
EP
92155
EP
921 43
EP
921 63
EP
921 53
EP
922 76
EP
922 45
EP
926 16
EP
926 43
EP
926 68
EP 926 91
EP 926 88
EP
929 56
EP
920 58
BW
918 26
EP
918 07
EP
919 43
EC
920 20
EP91998
EP
918 14
EP
896 53
EP
895 25
EP
893 97
EP
896 53
EP
897 56
EP
898 60
EP
917 95
TOP
917 95
TOP
918 50
OLR
918 08
EP 918 81
OLR 919 09
EC
919 24
BW
918 94
EC
93161
TOP
933 28
TOP
933 91
EC
933 91
EC
933 91
EC
933 91
EC
933 91
933 75
EC
933 75
EC
933 91
EC
933 28
EC
933 27
EC
933 28
EC93328
EC
928 60
EC
928 60
EC
93110
EC
93110
EC
928 85
EC
93110
EC
93108
EC
933 63
EC
931 08
EC
933 58
EC
933 58
EC
933 74
EC
932 73
EC
933 04
EC
933 91
EC
933 91
EC
933 91
EC
933 74
EC
933 63
EC
933 63
EC93363
EC
933 80
EC
933 76
EC
933 75
EC
933 79
EC
933 70
EC
933 55
OLR
933 39
EC92791
BW92791
BP92927
BW
927 67
EP
928 36
EP
931 26
EP
918 68
EP
930 58
BP 930 58
BP
932 75
BP
929 10
BP 932 87
EC
932 96
EC
927 62
EC
93112
EC
928 67
TC
928 81
TC
6.8%7.7%1.7%
1.7%1.0%1.0%3.5%
1.2%
1
0
.
5%
5.0%9.3%8.3%2.7%
7.7%
2.8%2.8%
3.4%
2.8%
2.0%
2.8%3.9%2.0%
2.0%2.0%8.0%8.0%928 95
BW
929 77
BW
930 09
BW
935 80
TW
935 80
TW
935 80
TW
931 21
BW
919 24
EC
-3.0:1
-3.0:1-3.0:1-3.0:
1
89100
Weir
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4103 Grading Plan (Faculty - West).dwg PLOTTED: 4/11/2022 12:07 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
CD - 02/02/2022MATCH - CS4101MATCH - CS4104MATCH - CS4105MATCH - CS4102
02-02-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (FACULTY - WEST)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4103
TOTAL SHEETS 47JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
EHH BRICK BUILDINGEHH
WM RIP
RAP
RI
P
R
A
P
EX. 2" WATERLINE(PRIVATE)
LOD LODLP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSENORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELO
C
A
T
E
D
)
COVERED AREA
(SEE ARCHITECTURE)
60.00'70.50'FFE=933.91'
FFE=933.91'8'1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELO
C
A
T
E
D
)
1 - TEMP.
C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
1 - TEMP.
C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'6 - TEMP.
CLASSROOMS
(RELOCATED)5' S/W8' ACCESSIBLE ROUTEPR. 8' SIDEWLAKEXISTING BUILDING
JAMES WOOD HIGH SCHOOL PROPOSED BUILDINGADDITIONARCH VER. 01-17-20226' GATE
6' GATE
6' GATESECURITY FENCESECURITY FENCESECURITY FENCERAMP
RAMPWHEEL STOP (TYP.)FFE=933.91'
DOCK
STAIR
FFE=920.60 FFE=920.60'
12'
SW
DUMPSTERS 6' MASONRY SCREENING WALL(SEE ARCHITECTURE)KITCHEN
LOADING
COMMERCIA
LACCESS ROAD
VEST VEST
CG-12A
CG-12B
CG-12CFFE=920.60
FFE=920.60
SAW-CUT AND REMOVE
EXISTING CONC SIDEWALK
NEW SIDEWALK
MATCH TO EX. FFE AT GYMNASIUM R=25'R=111'R =2 5 'R=50'CG6RCG6R=266'R=240'R=187'EOP
CORRIDOR6' ACCESSIBLE ROUTERAMP
8'DECK
8'DECK
CONC FF=918.83FF=918.83FF=917.35FF=917.35FF=917.73FF=917.73RAMP
RAMP6' GATECG-12B1-STAIRCG-6MATCH EX CURB
29.9'18.4'13.4'910
906908
912
914
900910920
892894896898
902904906908912914916918910920912
914916918 916
922924926928920920
223 222 221
202
201 211
11.3
11.243'-15" HDPE39'-15" HDPE
50'-15" HDPE
107'-15" RCP CL III
29'-15" HDPE
36'-1
5
"
H
D
P
E
137'-30" RCP CL III17
2
'
-
2
4
"
R
C
P
C
L
I
I
I
229'-24" RCP CL III109'-15"
H
D
P
E 80'-15" HDPE6R
920
920
922
9209223.69'
917 16
EP
917 66
TC
918 77
EP
916 36
EP
916 65
CL
918 83
CL
933 91
933 79
TW 920 13
EC
920 03
EC
918 00
EC
918 00
EC
918 73
EC92010
EC
920 43
EC
920 60
EC
920 43
EC
919 30
TOP
919 75
EC
919 98
EC
917 31
EP
917 56
EC
914 90
CL 914 67
EP
918 54
TC
916 56
EP
916 6391699
FC
920 62
EC
916 17
EP
917 61
CL
917 30
EP
916 75
EP
919 45
EP
916 82
HP
916 70
EP 916 53
EP
916 23
EP
916 79
EP
918 04
EP
917 97
TC
919 11
TC
917 85
TC 917 18
EP
916 21
EP
916 24
EP
916 58
EP
919 95
OLR
920 65
EC92065
EC
916 61
EP
930 46
BW
933 79
TW
933 91 928 07
BW
936 00
TW
919 50
HP
919 00
TOP
919 75
OLR91925
BP
918 75
TOP
930 46
BW
920 60
EC
920 52
EC
920 43
EC
920 34
EC
920 53
RIM
918 11
RIM
915 20
RIM
909 62
RIM5.5%1.1%2.4%2.2%1.0%1.0%916 39
91719EP917419175691733EP91719EP91825EP917.21
917.02 918.79
917.06
917.11
916.93
916.95
917.31
918.79
916 16
916 50
917.05
917.31
917.69
917.65
4.4%6.0%7.6%
7.8%
5.9%
920 30
920 30
920 30
920 17
EC
920 07
TC
920 05
TC
919 50
TC 919 51
EP
920 00
TC9205592000
920 55
920 55
920 60 920 60
91986TC920 04
TC
919 54
TC
920 09
TC
919 56
D
F
C
A
B
T
P
EX. 15" RD
4" RD & CO
4" RD & CO 4" RD & CO
4" RD & CO
4" RD & CO
6" RD & CO
DS (TYP)
4" CO (TYP)
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4104 Grading Plan (Employee).dwg PLOTTED: 4/11/2022 11:04 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
1"=20'
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGSMATCH - CS4103 MATCH - CS4105
MATCH - CS4102 4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (EMPLOYEE)CS4104
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
4
LP
LP
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELO
C
A
T
E
D
)
60.00'70.50'8'1 - TEM
P
.
C
L
A
S
S
R
O
O
M
(RELO
C
A
T
E
D
)
1 - TEMP.
C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
1 - TEMP.
C
L
A
S
S
R
O
O
M
(RELOCAT
E
D
)
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'6 - TEMP.
CLASSROOMS
(RELOCATED)
8' ACCESSIBLE ROUTEPR. 8' SIDEWLAKEXISTING BUILDING
JAMES WOOD HIGH SCHOOL PROPOSED BUILDINGADDITIONARCH VER. 01-17-20226' GATE
6' GATE
6' GATESECURITY FENCESECURITY FENCESECURITY FENCERAMP
RAMPWHEEL STOP (TYP.)FFE=920.60'
12'
SW
COMMERCIA
LACCESS ROAD
VEST
CG-12A
CG-12B
CG-12CFFE=920.60
FFE=920.60
SAW-CUT AND REMOVE
EXISTING CONC SIDEWALK
NEW SIDEWALK
MATCH TO EX. FFE AT GYMNASIUM R=25'R=111'R=2 5 'R=50'CG6RCG6R=266'R=240'R=187'EOP
CORRIDOR6' ACCESSIBLE ROUTERAMP
8'DECK
8'DECK
CONC FF=918.83FF=918.83FF=917.35FF=917.35FF=917.73FF=917.73RAMP
RAMP6' GATECG-12B1-STAIRCG-6MATCH EX CURB
29.9'18.4'13.4'EHH BRICK BUILDINGEHH
WM RIP
RAP
EX. 2" WATERLINE(PRIVATE)
LOD LOD910
908
912
914
900910920
894896898
902904906908912914916918910920912
914916918 916
920920
221
202
201 211
11.3
3.69'
2.4%2.2%1.0%917.21
917.02 918.79
917.06
917.11
916.93
916.95
917.31
918.79917.05
917.31
917.69
917.65
4.4%6.0%7.6%
7.8%
5.9%
D
C
B
T
P
EX. 15" RD
4" RD & CO
10'34.00'23.33'34.00'23.33'23.33'23.33'34.00'23.33'34.00'
34.00'23.33'1 - TEMP. CLASSROOM
(NEW)
1 - TEMP. CLASSROOM
(NEW)
1 - TEMP. CLASSROOM
(NEW)
1 - TEMP. CLASSROOM
(NEW)
1 - TEMP. CLASSROOM
(NEW)
1 - TEMP. CLASSROOM
(NEW)SECURITY FENCE8'DECK
8'DECK
RAMP
6' GATECONTRACTOR TO VERIFY GATE SWINGCLEARANCE TO CG-12B RAMPRAMP5' ACCESSIBLE ROUTE (INTERIM CONDITION)FF=916.88FF=916.88FF=916.88FF=916.88FF=916.88FF=916.88916.38 916.80
916.73
916.80
24'SECT
N1
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4104-A Grading Plan (Temp Trailers).dwg PLOTTED: 4/11/2022 11:15 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS 4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN - INTERIM (TEMP TRAILERS)CS4104-A
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTTEMPORARY TRAILER NOTES
1. CONTRACTOR TO EXCAVATE BELOW TRAILER TO PROVIDE THE NECESSARY CLEARANCE TO
GRADE FROM FINISHED FLOOR, AS SHOWN. ASSUME A MINIMUM 18" SEPARATION.
2. CONTRACTOR TO VERIFY ALL EXISTING PAVEMENT ELEVATIONS.
3. TRAILER HEIGHT = 11.0' (PLANS BY OTHERS).
INFORMATION SHOWN HEREON
SUPERCEDES THE APPROVED
E&S PLAN (02-23-2022)
BRICK BUILDINGTM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
LODLOD
LODLP
LP
LP
LP
LP
LP
LP
LP
12'
SW
EXISTING ATHLETICSTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD REPLACE 195 LF FENCE6'SWPROPOSED BUILDING
ADDITION
ARCH VER. 01-17-202222'22'22'22'22'
22'9'9'9'9'20'20'
20'
20'20'20'
20'
20'20'9'FFE=933.91'180' RET. WALLEX. PVMT TO REMAIN20'9'
DOCK
STAIR
12'
SW
12'
DUMPSTERS 6' MASONRY SCREENING WALL(SEE ARCHITECTURE)KITCHEN
LOADING
CG-12B
CG-12
A
CG-1
2
A
CG6
R=3'
R =7'R=3'R=10'
R =7'R=4'
CG6
R=2'
R=3'
R
=
2
5'
CG6
CG6 CG6CG6R=2'
R=2'
R=3'
R=3'
R=3'R=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12'CG6RCG6
CG6
R =5'R=25'R =2 5 'R=187'R=5'
R=7'
R=3'
R=3'
R=3'R=100'
CG6
CG6
MILL & PAVE
MILL & PAVE MILL & PAVEMILL & PAVEREPLACE. 50 LF FENCE12' DOUBLE SWING GATEBEG. HANDRAILDETL C-452END. HANDRAILDETL C-4526' OPAQUE GATE(SEE ARCHITECTURE)ARV
F
D
C
4" RD
4" RD & CO 4" RD & CO
6" RD & CO
DS (TYP)
4" CO (TYP)
950
946 948
940
934
936
938
942
944
946
93
0
922924 926
92
8
9
3
2
912
914 918920930
922
924
926
928
932 934936940
934
936
938
920930930916918922924926928920
930
916
918
922
924
926928932
924926928932920922924926
928
938 21
EP
939 21
EP
929 52
930 20
929 41
929 72
928 99
929 74
930 43
929 51
930 49
930 7393069929919304493057
168
181 183
182
204
203
223 222 221
202
212
72'-15" HD
P
E
43'-15" HDPE33'-15" HDPE50'-15" HDPE 30'-15" HDPE29'-15" HDPE
109'-15"
H
D
P
E 80'-15" HDPE6R
6R
920
920
922
924
926
920930922924926928931 35
HP
919 45
EP
927 70
EP
929 06
EP
93108
EP
930 91
EP
929 30
EP
928 31
EP
925 11
EP
924 14
EP
92157
EP
918 77
EP
916 36
EP
916 65
CL
918 83
CL
933 91
933 79
TW 920 13
EC
920 03
EC
918 00
EC
918 73
EC92010
EC
920 43
EC
920 43
EC
919 30
TOP
923 65
EC
923 65
EC
927 35
EC
928 14
EC93184
BW
919 75
EC
919 98
EC
917 31
914 90
CL
919 76
CL
914 67
EP
918 17
EP
920 16
EP
923 07
EP
926 92
EP
928 76
EP
934 16
TC
932 14
EP
932 44
CL
932 66
932 60
EP
930 02
EP
922 04
EP
919 97
EP
929 04
923 29
CL
921 84
CL
920 38
CL
918 39
CL
931 78
EP
93132
EP
930 84
HP 930 96
EC
918 54
TC
916 56
EP
933 48
EP
933 75
EP
936 13
EP
935 50
EP
934 21
EP
924 15
EC
920 62
EC
927 55
EP
930 04
EP
929 95
EP
930 00
EP
929 87 929 53
EP 929 39
EP
929 03
EP 928 75
EP
928 67
EP
926 80
LP
928 42
EP
930 67
930 24
929 56
EP
928 48
EP
927 14
EP
927 22
HP 926 81
EP
932 72
EC
930 21
930 37
930 53
930 72
EP93102
EP
93138
HP
930 56
EP
930 36
EP
930 74
EP
930 50
EP
931 00
EP
93113
HP
930 67
EP
930 05
HP
929 99
EP
929 83
EP92953
EP
929 35
EP
929 61
EP
930 33
916 17
EP
917 61
CL
917 30
EP
919 45
EP
918 04
EP
97
919 11
TC
930 22
HP
930 79
EP 928 00
EP
928 27
EP
928 55
EP
928 70
EP
929 40
EP
929 38
EP
929 27
EP
928 81
EP
929 10
EP
919 95
OLR
927 15
EC
920 65
EC92065
EC
924 15
EC
927 15
EC
916 61
EP
930 29
EP93096
TC
930 99
EP
929 88
EP
930 46
BW
933 79
TW
933 91 928 07
BW
919 50
HP
919 00
TOP
919 75
OLR91925
BP
918 75
TOP
930 46
BW
930 96
TC
936 00
TW 936 00
TW
933 04
BW
931 33
TC
937 33
TC
936 83
HP
936 16
EP
936 15
EP
936 08
EP 935 82
EP
920 43
EC
920 34
EC
920 53
RIM
918 11
RIM
915 20
RIM
931 29
TC
93117
TC
93113
HP
930 96
TC
930 29
EP
933 04
EC
933 91
EC
936 99
EP
927 00
TW
929 77
EP
67
TC
928 81
TC
931 42
TC
931 33
TC
931 24
TC
93110
TC
931 02
TC
931 05
TC
93117
TC
1.7%4.9%2.1%1.3%2.0%2.0%3.8%3.5%5.5%1.1%3.0%
8.0%2.2%2.0%2.0%928 88
TC
928 73
TC92867
TC
929 15
TC
923 69
BW
928 65
TW
925 98
BW
929 85
TW
927 56
BW
930 62
TW
928 62
BW
93118
TW
929 68
BW
93171
TW
930 21
BW
932 31
TW
930 81
BW
932 68
TW
93118
BW
932 86
TW
931 61
BW
927 40
TW
924 39
BW
927 90
TW
924 92
BW
931 77
TW
922 81
TW
932 93
TC
932 33
TC
931 66
EP
933 04
TC
932 37
EP
934 54
TC
937 17
TC
932 48
EP
933 15
TC
936 79
TC936 16
TC
934 19
TC 933 52
EP93441
TC
1
5
"
H
D
P
E
(
T
E
M
P
O
R
A
R
Y
)
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4105 Grading Plan (Bus Loop).dwg PLOTTED: 4/11/2022 11:17 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
1"=20'
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS MATCH - CS4103MATCH - CS4104
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (BUS LOOP)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4105
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
WV
FH
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
EX. 12" WATERLINEWATER TANK
(FREDERICK WATER OWNED)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
LODLOD LOD
LPLP
LP LP
LP
RESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)6'SW22'22'
22'
20'9'10'18'148.00'268.00'9'9'9'20'
20'20'
20'
20'20'
18'
EX. PVMT TO REMAIN
2 RELOC
A
T
E
D
F
L
A
G
P
O
L
E
S
INSTALL
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
R=25'
R=5'R=25'R=15'R=61'R=7'R=3'
CG6CG6
CG6CG6
CG6
R=3'R=7'
R =10'R=15'C
G
-
1
2
C
CG-12C
CG6
R=3'R=9'
R =6'R=3'CG6
R=3'R=
2
5'
R =7'R=3'
CG6
R=1
0'
R=3'
R=3'
R =7'R=3'R=3'
CG6
MILL & PAVE
MILL &
P
A
V
E
894 922932
934
936
940938
942 944 946
9209
1
2
9
1
4 916918922924926928929 42
929 91
928 7592818
928 72
168
167
171
166
165
163164
162 75'-18" H
D
P
E
143'-18" HDPE
46'-15" HDPE75'-24" HDPE
53'-15"
H
D
P
E
47'-18" HDPE
93'-18" HDPE
2
2
'
-
1
5
"
HDPE
06
928 48
EP
927 61
EP
927 28
LP
925 86
EP
925 22
LP
924 15
EP
928 08
928 08
EP
928 59
EP
930
929
929 83
EP92953
EP
929 35
EP92808
EP
928 10
EP
928 47
927 83
EP
928 00
EP
929 07
HP
928 25
EP92855
EP
928 31
EP
928 10
EP
927 89
EP
928 23
HP
926 64
EP 927 28
EP
926 05
EP
926 60
EP
926 88
EP
927 27
EP92787
EP92653
EP
920 00
LP
915 96
LP
927 63
HP
926 79
EP
920 41
EP
920 88
EP92100
EP
917 60
EP
918 16
EP
917 34
EP
917 62
EP91690
EP
911 39
EP
919 42
EP
918 66 927 31
EP
926 97
EP
927 00
925 53
EP
68 926 39
EP
926 50
HP
927 22
HP
921 67
EP
921 55
EP
921 43
EP
921 63
EP
921 53
EP
922 76
EP
922 45
EP
928 67
TC
928 81
TC
1.2%
1
0
.
5%
5.0%9.3%2.8%2.8%
3.4%
2.8%
2.8%
D
1.1 STORM STRUCTURE ID
STORM SEWER LEGEND
CURB INLET (DI-3C)
CURB INLET (DI-3B)
DROP INLETS
BEGIN / END CURB
TRANSITION
MANHOLE LID (MH)
RISER STRUCTURE (5' Ø)
STORM SEWER PIPE
ROOF DRAIN PIPE
EXISTING FEATURES
D
101
DOWN SPOUT (DS)
PROPOSED FEATURES
ABBREVIATION KEY
CL =
EC =
EP =
FC =
TC =
CENTERLINE
EDGE OF CONCRETE
EDGE OF PAVEMENT
FACE OF CURB
TOP OF CURB
CURB TRANSITION
FLOW ARROW
HP =
LP =
TW =
BW =
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
SPILL CURB
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4106 Grading Plan (Student-Practice).dwg PLOTTED: 4/11/2022 11:43 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS MATCH - CS4105 MATCH - CS4103
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604GRADING PLAN (STUDENT - PRACTICE)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4106
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
HANDICAP SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
STOP SIGN - DETAIL
CONCRETE WHEEL STOP
SCALE: NTS
12"
ground clearance 3" max. 1" min.
height of brace shall be
in accordance with
manufacturer's specifications
12"
10' (max)
gate post
12"
one tension wire
clip each line pole
(No. 6 gauge min.)
3/8" min. round rod
with turnbuckle
end corner or
6'-0"
3'-6"
concrete footing
No. 11 gauge & 1"
beveled galvanized
steel band with
bolt and nut
1-5/8" SS-15 top rail
2" OD SS-40 line post
2-1/2" mesh, 9 gauge galvanized wire fabric
tension wire no. 7 gauge galvanized
coil spring wire stretched out
typical spacing between all line posts
Line brace - shall be used when vertical alignment changes 15° (max. spacing 500')
- shall be used at fence end (as shown above) and gate locations
Corner brace - shall be used when horizontal alignment changes 15° or more
- shall be used as detailed above with bracing in both directions
concrete footing
12"12"
3/8" minimum
round rod
3'-0"
3'-6"
6'-0"
latch
as required
2-1/2"OD
SS-40
terminal
post
3'-0"
10' (max)
finished
grade
finished
grade
1. ALL FENCE COMPONENTS SHALL BE VINYL COATED.
2. VINYL COATING COLOR SHALL BE AT OWNER'S DIRECTION.45°U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4500 Site Details.dwg PLOTTED: 4/11/2022 11:18 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SITE DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4500
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4510 Site Details.dwg PLOTTED: 4/11/2022 11:19 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SITE DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4510
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS4520 Site Details.dwg PLOTTED: 4/11/2022 11:19 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SITE DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS4520
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
FH
WV
FH
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
24"
12" TR.
18"
WPP
WPP
WPP
WPP
WPP
WPP
WPP
MLP
MLP
GA
GA
GA
8"
12"
36"
24"36"
10"10"12"10"
WV WM
RIM (895.27)GREENHOUSE12"
12"10"
10"
8"
10"
12"
8"
12"
15"
FL
FL
15"
DENSE VEGETATION BRICK BUILDING10" W/MEHH
WM
APPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
LP
LP
LP LPLPLP
LPLPLPLPLP
LP LP
LP
LP
LP LPLP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSESTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD REPLACE 195 LFFENCERESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
60.00'70.50'FFE=931.24
(ULE -2.67')
FFE=933.91'FFE=933.9
1'
FFE=933.91'
35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'SOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)180' RET. WALLFFE=933.91'
FFE=927.91
(ULE -6.00')
DOCK
STAIR
FFE=919.24(ULE -14.67')FFE=919.24'(ULE -14.67')FFE=920.60 FFE=920.60'FFE=920.50MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
531.6' SETBAC
K 322.8' SETBACK1041.2' SETBACK
224.1' SETBACKR=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
R=3'
R=2
5
'
R=5'R=25'R=15 'R=61'
R=7'R=3'R=3'R=7'
R=10'R
=15'C
G
-
1
2
C
CG-12C
R=3'R=9'
R=6'R=3'R=3'R=
2
5'
R=7'R=3'R=10'
R=3'
R=3'
R=7'R=3'R=10'
R=7'R=4'R=2'
R=3'R=
25'
R=2'
R=2'R=3'
R=3'
R=3'R=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12 'R=5'R
=25'R=111'R=2 5 'R=50'R=266'R=240'R=187'R=5'
R=7'R=3'
R=3'R=3'R=100'
R=3'R=3'
SWM
FACILITY REPLACE. 50 LF FENCE12' DOUBLE SWING GATECATCH
BASIN
PR. GENP
R
.
G
A
S
L
I
N
E
PR. GAS LINE
NEW UTILITY POLE
JBOX & DUCT BANK
4 - 3" SCH-40 PVC (SVEC)
2 - 4" SCH-40 PVC (VZN)
2 - 4" SCH-40 PVC (COMC)
36" SWEPT ELBOWS FOR ALL BENDS
PR. DUCT BANK
NGAS MAIN
CONNECTION #1
NGAS MAIN CONNECTION #2
NGAS SERV
CONNECTION
CONNECT TO
EX. ELEC. SERVICE
PR. UTILITY
VAULT
SEE MEP PLAN FOR FIBER AND
TELEPHONE CONNECTIONS AT BLDG
PR. ELEC SERVICE (PRIV)
3 - 4" SCH-40 PVC
±370 LF (FROM "STADIUM SHED")
PR. 6'X6' CONC
TRANSFORMER PADPR. GEN2 - PULL BOXES
17" X 30"
LODLOD
LODLOD
LOD LODLOD
LODLOD
PR. WATERLINE - 12" CL-52 DIPPR. FI
R
E
L
I
N
E
-
8
"
C
9
0
0
(
P
R
I
V
A
T
E
)
FHYD
FHYD
(FRED.WATER)
FHYD
CONNECTION (EX. FIRE LINE)
1 - 8" TEE (CUT IN)
2 - 8" GATE VALVES
1 - 8" PLUG
CONNECTION (EX. FIRE LINE)
1 - 8" TEE (CUT IN)
2 - 8" GATE VALVES
1 - 8" PLUG
10+0011+0012+0013+00
14+00 15+00
16+00
17+00
18+00
18+5210+0011+00
12+0013+0014+001
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
CONNECTION (EX. WATER MAIN)
1 - CUT-IN 45° BEND
CONTRACTOR SHALL COORDINATE SERVICE
INTERRUPTION AND CUT-IN WITH OWNER AND
FREDERICK WATER'S INSPECTOR
CONNECTION (EX. WATER MAIN)
1 - CUT-IN 45° BEND
1 - 12" GATE VALVE
CONTRACTOR SHALL COORDINATE SERVICE
INTERRUPTION AND CUT-IN WITH OWNER AND
FREDERICK WATER'S INSPECTOR
ARV
FHYD
(FRED. WATER)
FHYD &
BOLLARDS
20' FREDERICK WATER ESMT
FDC
EX. METERS AND BACKFLOW PREVENTION TO REMAIN.
DOMESTIC WATER METER (3" NEPTUNE R-900V4)
DOMESTIC BACKFLOW (ZURN 375AST)
FIRE BACKFLOW (10" AMES 3000SS)
167
172
182
166
165
171
221
203
163
223 222
164
143
162
202
125
142
140
201
161
212
211
104
103
102
101
204
144
181 183
141
116
115
114
112
124
122
123
128
168
145
147
113
111
121
3.3
106105
148
F
D
C6" SDR
-
3
5
A6"
SDR
-35
(PR
IVATE
)
B
4" PVC SAN LATERAL
3.0' BELOW FIN GRADE
(SEE PLUMBING P-101)C/OC/OT
P
6" SDR-35 6" SDR-35
6
"
S
D
R
-
3
5
CUT-IN MH
4" PVC SAN LATERAL
(KITCHEN)
3.0' BELOW FIN GRADE
(SEE PLUMBING P-107)
4" PVC SAN LATERAL
3.0' BELOW FIN GRADE
(SEE PLUMBING P-107)GIU:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS5000 Utility Plan (Overall).dwg PLOTTED: 4/11/2022 11:20 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
11-18-2021
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604UTILITY PLAN (OVERALL)PNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS5000
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
SANITARY E TO A (PRIVATE)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
870
880
890
900
910
920
930
940
950
870
880
890
900
910
920
930
940
950
9+50 10+00894.6901.011+00904.3907.112+00909.5909.46911.8911.7113+00913.7913.97913.9916.1814+00915.8917.97918.8919.3115+00921.3920.78925.9921.5416+00928.7924.57930.0930.3717+00
SANITARY LATERAL #1 (PRIVATE)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
890
900
910
920
930
940
890
900
910
920
930
940RIM=930.36F - 48" MHINV IN 927.20 (BLDG.)INV OUT 917.88 (E)16+49.74RIM=918.11D - 48" MHINV IN 908.40 (E)INV OUT 908.20 (C)14+03.8580.16' OF 6" SDR-35
@ 2.50%RIM=915.20C - 48" MHINV IN 906.20 (D)INV OUT 906.00 (B)13+23.69119.90' OF 6" SDR-35 @
2
.
5
0
%RIM=909.61B - 48" MHINV IN 903.00 (C)INV OUT 902.80 (A)12+03.79178.79' OF
6"
S
D
R-
3
5
@
6.
1
4
%RIM=899.06A - CUT-IN - 48" MH (DROP)INV IN 891.83 (B)INV IN 882.44 ()INV OUT 882.24 ()10+258" SDR-35
@ 1.00%
FIN. GRADE
EX. GRADE
ELEC XING STA=10+92.67EX. GASLINE XING STA=11+51.57TEST PIT REQ. - STA. 11+51.5741" CLEAR
48" CLEAR
ASSUME 36" COVER
7.99' OF
4" PVC CL-II
@ 2.00%
173.89' OF 6"
S
D
R
-
3
5
@
4.
9
0
%STRM XING STA. 12+98.1315" HDPE INV=909.26-0+50 0+00919.9920.531+00RIM=920.53E - 48" MHINV IN 915.72 ()INV IN 909.36 (F)INV OUT 909.36 (D)0+0042.01' OF
4" PVC CL-II
@ 4.00%
72.00' OF 6" SDR-35
@ 1.33%RIM=920.53E - 48" MHINV IN 915.72 ()INV IN 909.36 (F)INV OUT 909.36 (D)14+75.84STRM XING STA. 14+53.0515" HDPE INV=912.78STRM XING STA. 14+86.8215" HDPE INV=913.77WATR XING STA. 14+21.048" PVC CL-II INV=913.68EXISTING UP STREAM INVERT
CANNOT BE OBTAINED.
ASSUME EX. RUN IS FALLING AT 1.0%
WITH 6' MIN COVER TO EX SMH.
37" CLEAR34"
CLEAR
55"
CLEAR
37" CLEAR79" COVER
36" MIN
COVER
FIN. GRADE
EX. GRADE
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS5100 Sanitary Sewer Profiles.dwg PLOTTED: 4/11/2022 11:20 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
12-30-2021
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SANITARY SEWER PROFILESPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS5100
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
WATER LINE (FREDERICK WATER)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
870
880
890
900
910
920
930
940
870
880
890
900
910
920
930
940
9+50 10+00 11+00923.6922.012+00919.0915.613+00911.2901.214+00897.0897.56892.4897.1115+00895.9895.10899.616+00902.8905.6904.2717+00911.7910.89916.4916.8818+00918.9918.16919.6919.6519+00919.820+00 20+50
EX. 12" WATER MAIN
FFE=920.50EX BLDG FACESECURE FENCE37'MECH YARD
EX.
1
2
"
W
A
T
E
R
M
A
I
N
TO EX. WATER TANK
(FRED. WATER OWNED)CUT-IN CONNECTION45° BEND STA. 12+97.1845° BEND STA. 13+37.4645° BEND STA. 14+51.02CUT-IN CONNECTION45° BEND STA. 18+32.02PR. 12"
C
L
-
5
2
D
I
P
W
A
T
E
R
M
A
I
N
PR. 12" CL-
5
2
DI
P
W
A
T
E
R
M
AI
NFHYD. ASSM. STA. 14+43.5048" MIN
COVER
ASSUME
48" BELOW FFE
EX. GRADE
FIN. GRADE
1. CONNECTIONS TO EXISTING MAIN SHALL BE CUT-IN
2. CONNECTIONS TO EXISTING MAIN SHALL BE AS REQUIRED BY
THE FREDERICK WATER INSPECTOR. WATER SERVICE
INTERRUPTION TO SCHOOL, WHILE CONNECTING PROPOSED
MAIN, SHALL BE COORDINATED WITH FCPS, FREDERICK WATER
INSPECTOR, AND THE FIRE MARSHAL.
3. NEW 12" WATER MAIN SHALL BE SANITIZED AND TESTED IN
ACCORDANCE WITH FREDERICK WATER'S INSPECTOR PRIOR
TO REMOVAL OF EXISTING MAIN.
4. RESTRAINED JOINTS SHALL BE UTILIZED IN ACCORDANCE WITH
FREDERICK WATER'S REQUIREMENTS.
5. EXISTING FREDERICK WATER FACILITIES SHALL BE REMOVED
AND FURNISHED TO THE FREDERICK WATER'S INSPECTOR AS
REQUIRED.WATR XING STA. 17+86.408" PVC CL-II FIRELINE INV=913.73COMCAST UTILITY XING STA. 17+66.63VERIZON UTILITY XING STA. 17+64.6318" MIN
CLEAR
STRM XING STA. 14+24.40EX 24" RCP INV=881.39STRM XING STA. 17+85.2815" HDPE INV=910.69FCPS OWNERSHIPFREDERICK WATER OWNERSHIP
STRM XING STA. 15+12.6615" HDPE INV=887.8948" MIN
COVER
FILL TO BE PLACED WITH WATERLINE.
PROVIDE MIN. 48" COVER .
29"
CLEAR
20" CLEAR GATE VALVE - STA. 18+35.52FHYD. ASSM. STA. 17+50.63FIRELINE (PRIVATE)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
880
890
900
910
920
930
940
950
960
880
890
900
910
920
930
940
950
960
9+50 10+00918.6917.90917.2917.5611+00917.7917.44916.8917.8712+00917.8919.83919.0921.4713+00924.2926.35924.6926.7414+00927.4931.10928.6930.1015+00928.0931.33927.1930.0816+00925.5927.99923.5924.0317+00920.8920.64918.1918.5618+00914.9916.70914.2915.1819+00 19+5022.5° BEND STA. 18+31.7645° BEND STA. 18+27.098" CUT IN TEE - STA. 18+51.82GATE VALVE - STA. 18+48.82FHYD. ASSM. STA. 15+66.55GATE VALVE - STA. 15+62.718" C900 FIRE LINE (PRIVATE)AIR RELEASE VALVESTA. 14+87.01AIR RELEASE VALVESTA. 17+22.1222.5° BEND STA. 13+72.3548" MIN
COVER
22.5° BEND STA. 11+17.7045° BEND STA. 12+50.5445° BEND STA. 10+13.6645° BEND STA. 10+08FHYD. ASSM. STA. 12+20.298" CUT IN TEE - STA. 10+00GATE VALVE - STA. 12+23.79GATE VALVE - STA. 10+03.508" C900 FIRE LINE (
P
R
I
V
A
T
E
)
48" MIN
COVER
DURING PHASED CONSTRUCTION, THE FIRE LINE MAY BE BURIED WITH A MIN OF
36" COVER FROM THE EXISTING GRADE. THE ULTIMATE CONDITION SHALL HAVE
A MIN. 48" COVER OVER ALL FIRE LINES, AS MEASURED FROM FINAL GRADE.
EX. GRADE
FIN. GRADE
45° BEND STA. 17+5445° BEND STA. 17+48.3722.5° BEND STA. 15+11.27STRM XING STA. 17+03.0815" HDPE INV=914.51STRM XING STA. 18+43.1315" HDPE INV=909.58SSWR XING STA. 17+51.38
6" SDR-35 INV=908.63
STRM XING STA. 11+27.0115" HDPE INV=912.1418" MIN
CLEAR 18" MIN
CLEAR
20" CLEAR 55" CLEAR
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS5200 Water Line Profiles.dwg PLOTTED: 4/11/2022 11:20 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
12-30-2021
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604WATER LINE PROFILESPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS5200
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FOR FREDERICK WATER DETAILS SHOWN,
PRIVATE FIRE AND SANITARY SEWER,
SUITABLE ALTERATIONS MAY BE USED AS
APPROVED BY OWNER
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS5500 Utility Details.dwg PLOTTED: 4/11/2022 11:20 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604UTILITY DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS5500
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
SANITARY SEWER IMPROVEMENTS ARE PRIVATE. CONTRACTOR
MAY SUBSTITUTE MATERIALS AT THE OWNER'S DISCRETION.
SANITARY SEWER IMPROVEMENTS ARE PRIVATE. CONTRACTOR
MAY SUBSTITUTE MATERIALS AT THE OWNER'S DISCRETION.
SANITARY SEWER IMPROVEMENTS ARE PRIVATE. CONTRACTOR
MAY SUBSTITUTE MATERIALS AT THE OWNER'S DISCRETION.
SANITARY SEWER IMPROVEMENTS ARE PRIVATE. CONTRACTOR
MAY SUBSTITUTE MATERIALS AT THE OWNER'S DISCRETION.U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS5501 Utility Details.dwg PLOTTED: 4/11/2022 11:19 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604UTILITY DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS5501
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
870868872874880
890
874
876
878
882
884
886
888
892
894 922932
934
936
940
950
938 942 944 946 948
940
934
936938
942
944
946
93
0
922924926
92
8
9
3
2
912
910
906908
912
914 918900910920
892894896898
902904906908912914916918
910
902
904
906 908
912 914 916 918
9
2
0
920
8
7
2
RIP
RAPRIP RAPRI
P
R
A
P
RIP RAP RIP
RAP
RI
P
R
A
P
41 48
32 45
EP
14 33
29 65
EP
05 74
Sag05 31
EP
69 31
Top
73 55
TB
69 47
TC
70 51
TC
68 59
TC
71 32
TC
24 81
TC
06 03
TC
11 26
TC
05 22
TC
12 77
TC
16 54
TC
07 65
TC 08 02
TC
10 73
TC
69 50
69 14 69 61
TC
76 65
66 86
20 32
20 35
27 91
TC
19 90
TC
14 74
TC
26 72
TC
28 30
TC
24 85
TC
23 70
TC
29 39
29 18
TC
28 07
TC
22 51
TC
17 43
TC
27 54
TC
29 12
TC
28 39
28 92
26 23
TC
29 51
TC
28 37
TC
26 45
TC9767
LP
32 88
HP
27 77
TC2724
TC
18 59
TC
19 64
TC
20 42
TC2032
TC
17 04
TC
15 30
TC
16 71
TC 15 56
TC
18 27
TC
15 73
EP
15 42
16 66
49 82
15 09
EP
17 68 20 15
76 00
66 56
66 18
Grate
88 26
96 35
88 26
11.2
11.1
11.3
11.6
11.5 11.4
1.2
1.1
1.7
1.3
1.6
1.5
1.4
3.1
3.2
6.1
5.1 5.2
4.1
4.2 4.3
4.4
4.5
4.6
4.7
2.1
2.2
12.1
11.0
4 Ø CMP SWM RiserTop of Riser = 872.70Inv. In 12" CMP = 868.47Inv. Out 30" RCP = 868.48
20.59' - 30"RCP @ 4.03%
DA 1.5
(To Ex. Storm 1.5)DA = 0.25 Ac.CN = 98
177.13' - 24" RCP @ 5.50%
DA 1.6
(To Ex. Storm 1.6)DA = 2.36 Ac.CNW = 72
StudyPoint 1
DA 1.7
(To Ex. Storm 1.7)DA = 0.32 Ac.CN = 98
DA 1.4
(To Ex. Storm 1.4)DA = 0.17 Ac.CN = 98
DA 2.2(To Ex. Storm 2.2)DA = 2.40 Ac.CNW = 66
DA 1.3
(To Ex. Storm 1.3)DA = 0.28 Ac.CN = 61
DA 1.2
(To Ex. Storm 1.2)DA = 1.03 Ac.CN = 61
DA 3.2
(To Ex. Storm 2.2)DA = 3.84 Ac.CNW = 83
DA 4.2
(To Ex. Storm 4.2)DA = 0.06 Ac.CN = 98
DA 4.3
(To Ex. Storm 4.3)DA = 0.34 Ac.CNW = 79
DA 4.4
(To Ex. Storm 4.4)DA = 0.08 Ac.CN = 61
DA 5.2
(To Ex. Storm 5.2)DA = 0.47 Ac.CNW = 94
DA 11.5
(To Ex. Storm 11.5)DA = 0.56 Ac.CNW = 94
DA 11.6
(To Ex. Storm 11.6)DA = 0.24 Ac.CN = 98
57.00' - 18"RCP @ 0.42%
108.40' - 30" CMP @ 1.73%
60.48' - 18"RCP @ 2.98%
13.19' - 18"RCP @ 1.97%
Ex. DI (Grate)Top = 897.30Inv. Out = 887.60Depth = 9.70 vf
Unkown' - 15" CPP(Crushed) @ Unknown%
33.42' - 18"RCP @ 2.18%
32.33' - 18"CMP @ 4.61%
Sheet Flow
100 lf @ 2.82%Shallow Flow
260 lf @ 3.85%
AB
C
DE
Total Flow Path
Tc = 5.0 Mins.
(Minimum Assigned)
Shallow Flow
87 lf @ 10.85%
Shallow Flow
25 lf @ 1.52%
Sheet Flow
100 lf @ 8.09%
Shallow Flow
154 lf @ 7.96%
A
B
Total Flow Path
Tc = 11.0 Mins.
C
D
Shallow Flow
235 lf @ 16.32%
DA 2.2
DA 1.2
DA 3.2 DA 11.4
DA 5.2
DA 1.6
DA 1.7
DA 1.5DA 1.4
DA 1.3
DA 4.4
DA 11.5
DA 11.6DA 4.2
DA 4.3
DA 12.1
16.87' - 15"RCP @ 1.54%
32.12' - 15"RCP @ 8.04%
52.29' - 15"RCP @ 1.87%
16.49' - 15"RCP @ 4.73%
99.61' - 15"RCP @ 2.03%
97.15' - 15"RCP @ 3.24%
89.60' - 15"RCP @ 0.88%
Ex. Basin 1
Ex. Basin 2
StudyPoint 2
StudyPoint 3
DA 11.4
(To Ex. Storm 11.4)DA = 3.09 Ac.CNW = 85
DA 11.1
(To Ex. Storm 11.1)DA = 1.16 Ac.CNW = 72
DA 11.2
(To Ex. Storm 11.2)DA = 1.16 Ac.CNW = 76
229.11' - 24"RCP @ 2.00%
171.68' - 24"RCP @ 1.54%
176.30' - 30"RCP @ 0.99%
RD 4.5.C DA
Imp. DA = 0.23 Ac.
RD 11.3.A DA
Imp. DA = 1.02 Ac.
RD 4.6 DA
Imp. DA = 0.45 Ac.
RD 4.7 DA
Imp. DA = 0.25 Ac.
RD 4.7.B DA
Imp. DA = 0.41 Ac.RD 11.1.A DA
Imp. DA = 0.35 Ac.
RD 4.5.B DA
Imp. DA = 0.12 Ac.
RD 4.5.A DA
Imp. DA = 0.26 Ac.
RD 11.1.B DA
Imp. DA = 0.22 Ac.
RD 11.1.C DA
Imp. DA = 0.09 Ac.
RD 4.7.C DA
Imp. DA = 0.09 Ac.
95.30' - 24"RCP @ 17.04%
109.30' - 15"RCP @ 2.31%
41.30' - 15"RCP @ 1.89%
DA 12.1
(To Ex. Storm 12.1)DA = 0.77 Ac.CNW = 81
LODLOD
LODLOD
LOD LODLOD
LODLOD
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6000 Pre Dev Drainage Map.dwg PLOTTED: 4/11/2022 11:22 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604PRE RE-DEVELOPMENT DRAINAGE MAPPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6000
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
870868872874880
890
874
876
878
882
884
886
888
892
894 922932
934
936
940
950
938 942 944 946 948
940
934
936938
942
944
946
93
0
922924926
92
8
9
3
2
912
910
906908
912
914 918900910920
892894896898
902904906908912914916918
910
902
904
906 908
912 914 916 918
9
2
0
920
8
7
2 920930
922
924
926
928
932 934936910920904906908912914916918890900910884886888892894896898902904906908 9209229
2
4 926926926940
934936
938
88089090087687888288488688889289489689890290
0 90290490690891
0
910920920930930904
906
908
9
1
2
912
914
9
1
4 916916918918922922924924926926928928920
930
916
918
922
924
926928932
91691691890091
0 898902904
906
908
9129149
1
6
9
1
8
910 912 914 9168708728748
7
6
8
7
8 922924926928932930
932
930928932920922924926928930928932920920922924926
928
938 21
EP
939 21
EP
929 52
930 20 929 41
929 72
928 99
929 74
930 43
929 51
930 49
930 7393069
929 42
929 91 930 44930 57
928 7592818
928 72
920
920
922
924
926
920930922924926928910908908912914916918 66
2.4%91719EP917419175691733EP91719EP91825EP917.21
917.02
917.06
917.11
11.2
11.1
11.3
1.2
1.1
1.7
1.3
1.6
1.5
1.4
3.1
3.2
4.6
4.7
2.1
2.2
12.1
73 55
TB
76 65
76 00
66 56
66 18
Grate
88 26
96 35
StudyPoint 1
StudyPoint 2
StudyPoint 3
4 Ø CMP SWM RiserTop of Riser = 872.70Inv. In 12" CMP = 868.47Inv. Out 30" RCP = 868.48
20.59' - 30"RCP @ 4.03%
177.13' - 24" RCP @ 5.50%
57.00' - 18"RCP @ 0.42%
108.40' - 30" CMP @ 1.73%
60.48' - 18"RCP @ 2.98%
13.19' - 18"RCP @ 1.97%
Prop. SWM Basin
Top of Berm = 908.50
Top of Riser = 906.00
Bottom of Pond = 896.00
33.42' - 18"RCP @ 2.18%
32.33' - 18"CMP @ 4.61%
97.15' - 15"RCP @ 3.24%
89.60' - 15"RCP @ 0.88%
Ex. Basin 1
STM 11.2 DATurf DA = 0.75 Ac.Imp. DA = 0.69 Ac.Total DA = 1.44 Ac.
STM 11.1 DATurf DA = 0.82 Ac.Imp. DA = 0.34 Ac.Total DA = 1.16 Ac.
TOTAL DA 161Turf DA = 0.72 Ac.Imp. DA = 2.85 Ac.Total DA = 3.57 Ac.
TOTAL DA 141Turf DA = 0.35 Ac.Imp. DA = 1.45 Ac.Total DA = 1.80 Ac.
TOTAL DA 121Turf DA = 0.17 Ac.Imp. DA = 2.43 Ac.Total DA = 2.60 Ac.
STM 1.7 DAImp. DA = 0.32 Ac.Total DA = 0.32 Ac.
TOTAL DA 111Turf DA = 0.36 Ac.Imp. DA = 0.49 Ac.Total DA = 0.85 Ac.
TOTAL DA 101Turf DA = 0.31 Ac.Imp. DA = 0.16 Ac.Total DA = 0.47 Ac.
TOTAL DA 1.1Turf DA = 2.11 Ac.Imp. DA = 0.40 Ac.Total DA = 2.51 Ac.
TOTAL DA 2.2Turf DA = 1.50 Ac.Total DA = 1.50 Ac.
C
D
Shallow Flow
87 lf @ 10.85%
Shallow Flow
25 lf @ 1.52%
Sheet Flow
100 lf @ 8.09%
Shallow Flow
154 lf @ 7.96%
A
B
Total Flow Path
Tc = 11.0 Mins.
DA 1.2
STM 1.2 DATurf DA = 1.03 Ac.Total DA = 1.03 Ac.
TOTAL DA 141
Turf DA = 0.35 Ac.Imp. DA = 1.45 Ac.Total DA = 1.80 Ac.
TOTAL DA 121Turf DA = 0.17 Ac.Imp. DA = 2.43 Ac.Total DA = 2.60 Ac.
TOTAL DA 111Turf DA = 0.36 Ac.Imp. DA = 0.49 Ac.Total DA = 0.85 Ac.TOTAL DA 101
Turf DA = 0.27 Ac.Imp. DA = 0.16 Ac.Total DA = 0.43 Ac.
STM 11.3 DAImp. DA = 1.02 Ac.Total DA = 1.02 Ac.
TOTAL DA 211Turf DA = 0.08 Ac.Imp. DA = 0.83 Ac.Total DA = 0.91 Ac.
TOTAL DA 12.1Turf DA = 0.34 Ac.Imp. DA = 0.01 Ac.Total DA = 0.35 Ac.TOTAL DA 161Turf DA = 0.85 Ac.Imp. DA = 3.94 Ac.Total DA = 4.79 Ac.
TOTAL DA 201Turf DA = 0.44 Ac.Imp. DA = 1.19 Ac.Total DA = 1.63 Ac.
SWM BASIN DA
Turf DA = 0.87 Ac.Imp. DA = 0.00 Ac.Total DA = 0.87 Ac.
Raise Ex. Str. 3.2 Top
Demolish Ex. Grate Inlet
Raise Structure Top = 902.00
Provide Manhole Cover???CATCH BASIN DATurf DA = 0.34 Ac.Imp. DA = 0.00 Ac.Total DA = 0.34 Ac.
STM 1.3 DA
DA = 0.14 Ac.
STM 1.4 DA
DA = 0.04 Ac.
STM 1.5 DA
DA = 0.04 Ac.
STM 1.6 DA
DA = 0.65 Ac.
229.15' - 24"RCP @ 2.00%
171.68' - 24"RCP @ 12.19%
137.70' - 30"RCP @ 0.99%
96.30' - 24"RCP @ 16.86%
LODLOD
LODLOD
LOD LODLOD
LODLOD
60.00'70.50'35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'R=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
R=3'
R=2
5
'
R=5'R=25'R=15 'R=61'
R=7'R=3'R=3'R=7'
R=10'R
=15'R=3'R=9'
R=6'R=3'R=3'R=
2
5'
R=7'R=3'R=10'
R=3'
R=3'
R=7'R=3'R=10'
R=7'R=2'
R=3'R=
25'
R=2'
R=2'R=3'
R=3'
R=3'
R
=15'R =5 0 'R=12 'R=5'R
=25'R=111'R=2 5 'R=50'R=266'R=240'R=187'R=5'
R=7'R=3'
R=3'R=3'R=100'
R=3'R=3'
SWM
FACILITY
CATCH
BASIN
PR. GEN10" W/MAPPLE PIE RIDGE RD.VA S.R. 739VARIABLE WIDTH ROWNorth Frederick Pike.U.S. Route 522U.S
.
Rou
te
37
S
.B
.
(O
f
f
Ramp
)
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-A-212ANTHONY & KARA CIBOTTIINST# 1900002335.06 AC.ZONE RA
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
P
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6001 Post Dev Drainage Map.dwg PLOTTED: 4/11/2022 11:22 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604POST RE-DEVELOPMENT DRAINAGE MAPPNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS6001
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6010 VRRM Compliance Summary.dwg PLOTTED: 4/11/2022 11:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SWM COMPLIANCE SUMMARY & MISCELLANEOUSDETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS6002
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICTTrash Rack Openings ≈ 7" x 8"
STORM 101-104
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
855
860
865
870
875
880
885
890
895
855
860
870
880
890
60' - 15" HDPE
@ 1.67%34' - 15" HDPE @ 1.45%
8' - 15" HDPE @ 3.77%RIM=876.26102 - DI-3B (8' RT)INV IN 871.20 (103)INV OUT 871.00 (101)10+6010+00871.3871.32876.8876.8311+00876.9876.93880.9880.93RIM=877.01104 - DI-1INV OUT 872.20 (103)11+02.36RIM=876.56103 - DI-3B (6' LT)INV IN 871.90 (104)INV OUT 871.70 (102)10+94.413' MIN
COVER
FIN. GRADE
EX. GRADE
STORM 111-116
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
875
880
885
890
895
900
905
910
915
875
880
890
900
910
WATR XING STA. 10+94.1212" DIP INV=890.809+50876.4876.3910+00880.1880.11888.5888.5511+00897.8897.78903.9903.8512+00903.0903.0012+50111 - ES-1 (15")INV 879.00 (112)10+0041' - 15" HDPE@ 14.64%RIM=893.91112 - DI-3B (8' RT)INV IN 885.00 (113)INV OUT 885.00 (111)10+4134' - 15" HDPE
@ 5.05%RIM=893.93113 - DI-3B (6' LT)INV IN 886.72 (114)INV OUT 886.72 (112)10+74.9735' - 15" HDPE@ 6.12%RIM=896.85114 - DI-3B (6' LT)INV IN 888.86 (115)INV OUT 888.86 (113)11+09.9830' - 15" HDPE @ 8.31%RIM=897.05115 - DI-3B (8' RT)INV IN 891.35 (116)INV OUT 891.35 (114)11+39.9832' - 15" HDPE@ 8.23%RIM=899.09116 - DI-3B (6' LT)INV OUT 894.00 (115)11+72.153' MIN
COVER
FIN. GRADE
EX. GRADE
FIN. GRADE
EX. GRADE 18" MIN
CLEAR
STORM 121-4.6
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
890
895
900
905
910
915
920
925
930
890
900
910
920
930
STORM 123-128
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
895
900
905
910
915
920
925
930
935
895
900
910
920
930
WATR XING STA. 12+65.1412" DIP INV=907.18WATR XING STA. 12+65.998" PVC CL-II FIRELINE INV=913.739+50896.7896.7010+00894.9894.89905.0904.9911+00912.5912.54914.1914.1412+00918.0917.97917.7917.7013+00919.5919.4813+50920.1920.11RIM=912.21122 - DI-3B (6' RT)INV IN 904.00 (123)INV OUT 903.80 (121)10+64.15RIM=912.17124 - DI-3B (8' LT)INV IN 907.20 (125)INV OUT 907.00 (123)11+14.78117' - 18" HDPE @ 0.68%RIM=916.12125 - DI-3B (6' LT)INV IN 908.25 (4.6)INV OUT 908.00 (124)12+31.7397' - 15" HDPE @ 7.30%RIM=920.784.6 - EX STORM MHINV IN 915.45 (4.7)INV OUT 915.35 (125)13+28.969+50 10+00912.6912.59916.0916.0511+00RIM=912.18123 - DI-3B (6' RT)INV IN 906.45 (128)INV IN 906.40 (124)INV OUT 906.20 (122)10+0038' - 15"
H
D
P
E
@ 4.09%RIM=913.94128 - DI-3B (8' LT)INV OUT 908.00 (123)10+37.8734' - 18" HDPE@ 6.51
%RIM=912.18123 - DI-3B (6' RT)INV IN 906.45 (128)INV IN 906.40 (124)INV OUT 906.20 (122)10+97.9617' - 18" HDPE @ 3.59%64' - 18" HDPE @ 13.72%RIM=896.97121 - EW-1 (18")INV IN 895.00 (122)10+0018" MIN
CLEAR
22" CLEAR 3.8' COVER4' COVER
FIN. GRADE
EX. GRADE
FIN. GRADE
EX. GRADE
RIM=931.61144 - 30" Ø DRAIN BASININV IN 924.00 (148)INV IN 924.00 (145)INV OUT 919.00 (143)10+00STORM 140-145
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
900
905
910
915
920
925
930
935
940
900
910
920
930
940
STORM 143-147
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
900
905
910
915
920
925
930
935
940
900
910
920
930
940
STORM 144-148
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
910
915
920
925
930
935
940
945
950
910
920
930
940
950
WATR XING STA. 10+74.628" PVC CL-II FIRELINE INV=909.28STORM 204-182 (TEMP)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
912
915
920
925
930
935
940
912
920
930
940
9+50907.0906.9910+00913.5913.51913.5913.5311+00921.5921.53925.3925.2512+00928.6928.61930.7930.6613+00933.1933.08RIM=909.72140 - ES-1 (18")INV IN 908.65 (141)10+0023' - 15" HDPE
@ 7.88%RIM=916.82142 - DI-3B (6' RT)INV IN 911.50 (143)INV OUT 911.50 (141)10+48.8768' - 15" HDPE
@ 2.49%RIM=917.95143 - 30" Ø DRAIN BASININV IN 913.20 (144)INV IN 913.20 (147)INV OUT 913.20 (142)11+17.1279' - 15" HDPE @ 7.37%RIM=931.61144 - 30" Ø DRAIN BASININV IN 924.00 (148)INV IN 924.00 (145)INV OUT 919.00 (143)11+95.7966' - 15" HDPE @ 5.31
%
9+50917.1917.0910+00922.4922.37920.2920.1611+00 9+50924.9924.9410+00928.4928.40929.2929.2511+00
50' - 15" HDPE
@ 1.60%RIM=917.95147 - 30" Ø DRAIN BASININV OUT 914.00 (143)10+5048' - 8" HDPE
@ 2.09%
21"
CLEAR
3' MIN
COVER
3' MIN
COVER
6.8' COVERFIN. GRADE
EX. GRADE
FIN. GRADE
EX. GRADE
FIN. GRADE
EX. GRADE
RIM=933.28 145 - 30" Ø DRAIN BASININV OUT 927.50 (144)12+61.66RIM=927.91148 - FLOOR DRAININV OUT 925.00 (144)10+47.93RIM=916.28141 - DI-3C (6')INV IN 910.50 (142)INV OUT 910.50 (140)10+23.4825' - 15"
HDPE @ 3.94%
-0+50 0+00920.6921.161+00RIM=921.16204 - DI-3B (6' LT)INV IN 915.00 (182)INV OUT 915.00 (203)0+00RIM=927.02182 - DI-3B (8' LT)INV IN 920.75 (183)INV OUT 920.75INV OUT 920.750+46.8915" HDPE @ 12.26%(181) - ULTIMATE(204) - TEMPORARY U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6100 Storm Sewer Profiles.dwg PLOTTED: 4/11/2022 11:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604STORM SEWER PROFILESPNo. 20674RONALD A. MISLOWSKY, JR.
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SSIONA L E N G INE EERCS6100
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
STORM 162-183
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
900
905
910
915
920
925
930
935
940
900
910
920
930
940
STORM 161-163
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
895
900
905
910
915
920
925
930
935
895
900
910
920
930
STORM 162-164
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
895
900
905
910
915
920
925
930
935
895
900
910
920
930
STORM 166-172
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
905
910
915
920
925
930
935
940
945
905
910
920
930
940
STORM 201-204
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
900
905
910
915
920
925
930
935
940
900
910
920
930
940
STORM 201-212
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
895
900
905
910
915
920
925
930
935
895
900
910
920
930
STORM 203-223
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
900
905
910
915
920
925
930
935
940
900
910
920
930
940
SSWR XING STA. 11+24.896" SDR-35 INV=909.06WATR XING STA. 11+65.518" PVC CL-II FIRELINE INV=911.75WATR XING STA. 10+14.458" PVC CL-II FIRELINE INV=907.01SSWR XING STA. 10+15.556" SDR-35 INV=905.36SSWR XING STA. 10+16.706" SDR-35 INV=909.909+50 10+00908.2908.19917.9917.8611+00919.7919.7411+50 9+50913.9913.9410+00918.7918.72918.3918.3111+00916.4916.449+50913.9913.9410+00918.7918.72921.0920.9511+00923.1923.05924.2924.1612+00925.3925.30926.6926.5713+00927.6927.58928.8928.7714+00929.3929.29927.9927.8515+00925.2925.20924.4924.4016+00921.5921.45922.4922.4217+00
9+50925.0924.9710+00926.4926.37923.6923.6411+00923.3923.3411+5075' - 24" HDPE @ 5.97%RIM=916.67162 - DI-3B (8' RT)INV IN 911.00 (165)INV IN 911.25 (164)INV IN 911.25 (163)INV OUT 910.50 (161)10+75.4022' - 15" HDPE@ 12.58%RIM=920.21163 - DI-3B (10' LT)INV OUT 914.00 (162)10+97.25RIM=916.67162 - DI-3B (8' RT)INV IN 911.00 (165)INV IN 911.25 (164)INV IN 911.25 (163)INV OUT 910.50 (161)10+00RIM=917.98164 - DI-3B (6' RT)INV OUT 913.00 (162)10+52.72RIM=916.67162 - DI-3B (8' RT)INV IN 911.00 (165)INV IN 911.25 (164)INV IN 911.25 (163)INV OUT 910.50 (161)10+0093' - 18" HD
P
E
@
3.
2
2
%RIM=923.37165 - DI-3B (8' LT)INV IN 914.00 (166)INV OUT 914.00 (162)10+93.18RIM=925.83166 - DI-3B (8' RT)INV IN 917.70 (167)INV IN 917.95 (171)INV OUT 917.70 (165)12+35.8775' - 18" HDPE
@ 1.33%RIM=927.98167 - DI-3B (8' RT)INV IN 918.70 (168)INV OUT 918.70 (166)13+10.8347' - 18" HDPE
@ 0.96%RIM=928.98168 - DI-3B (6' LT)INV OUT 919.15 (167)13+57.68RIM=925.83166 - DI-3B (8' RT)INV IN 917.70 (167)INV IN 917.95 (171)INV OUT 917.70 (165)10+00RIM=926.01171 - DI-3B (6' LT)INV IN 920.50 (172)INV OUT 920.50 (166)10+46.0346' - 15" HDPE
@ 5.54%
48' - 15" HD
P
E
@ 3.12%RIM=927.06172 - DI-3B (6' RT)INV OUT 922.00 (171)10+94.11143' - 18" HD
P
E
@
2.
5
9
%
9+50912.9912.9510+00913.9913.92915.0915.0311+00916.0916.04920.4920.3912+00 9+50912.9912.9510+00913.9913.92913.5913.5411+00915.6915.56918.5918.5312+00 9+50915.3915.3010+00920.3920.29922.4922.4011+00926.7926.66930.0930.0312+00RIM=914.47201 - DI-3B (8' RT)INV IN 909.10 (211)INV IN 909.10 (202)INV OUT 908.88 (11.3)10+0036' - 15" HDPE @ 3.34%
109' - 15" HD
P
E
@
2.
5
6
%RIM=920.73203 - DI-3B (6' RT)INV IN 913.50 (221)INV IN 913.50 (204)INV OUT 913.30 (202)11+45.40RIM=916.59202 - DI-3B (8' RT)INV IN 910.50 (203)INV OUT 910.30 (201)10+35.95RIM=914.47201 - DI-3B (8' RT)INV IN 909.10 (211)INV IN 909.10 (202)INV OUT 908.88 (11.3)10+0039' - 15" HDPE
@ 1.03%RIM=914.08211 - DI-3B (10' LT)INV IN 909.50 (212)INV OUT 909.50 (201)10+38.7780' - 15" HDPE @
1
.
8
8
%RIM=916.00212 - DI-3B (10' LT)INV OUT 911.00 (211)11+18.71RIM=920.73203 - DI-3B (6' RT)INV IN 913.50 (221)INV IN 913.50 (204)INV OUT 913.30 (202)10+0043' - 15" HDPE @ 1.62%RIM=918.75221 - 30" Ø DRAIN BASININV IN 914.20 (222)INV OUT 914.20 (203)10+43.1950' - 15" HDPE
@ 1.61%RIM=919.00222 - 30" Ø DRAIN BASININV IN 915.00 (223)INV OUT 915.00 (221)10+92.7929' - 15" HDPE
@ 1.73%RIM=919.30223 - 30" Ø DRAIN BASININV OUT 915.50 (222)11+21.7653' - 15" HD
P
E
@ 3.32%3.8' COVER3' MIN
COVER 5.8' COVER3.6' COVER3' MIN
COVER
23" CLEAR
21" CLEAR
37" CLEAR
4' COVER
37" CLEAR
39" CLEAR4' MIN
COVERRIM=921.16204 - DI-3B (6' LT)INV OUT 915.00 (203)11+75.40RIM=928.46181 - DI-3B (8' RT)INV IN 920.30 (182)INV OUT 920.05 (168)15+32.22RIM=927.02182 - DI-3B (8' LT)INV IN 920.75 (183)INV OUT 920.75INV OUT 920.7516+03.8672' - 15" HDPE
@ 0.63%
33' - 15" HDPE
@ 1.06%RIM=927.14183 - DI-3B (8' RT)INV IN 922.02 (11)INV OUT 921.10 (182)16+36.78175' - 18" HDPE @ 0.52%
FIN. GRADE
EX. GRADE FIN. GRADE
EX. GRADE FIN. GRADE
EX. GRADE
FIN. GRADE
EX. GRADE
FIN. GRADE
EX. GRADE FIN. GRADEEX. GRADE
FIN. GRADE
EX. GRADE
5' - 4" PVC SCH-40 @ 3.42%3.5' COVER30" RCP CL III
@ 0.99%
30' - 15" HDPE @ 5.00%RIM=908.24161 - EW-1 (24")INV IN 906.00 (162)10+00(181) - ULTIMATE(204) - TEMPORARY(TEMPORARY INV IN=915.00) U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6101 Storm Sewer Profiles.dwg PLOTTED: 4/11/2022 11:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604STORM SEWER PROFILESPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6101
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6200 Storm Comps.dwg PLOTTED: 4/11/2022 11:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604STORM SEWER COMPUTATIONSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6200
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6201 Inlet Comps.dwg PLOTTED: 4/11/2022 11:23 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604STORM SEWER INLET COMPUTATIONSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6201
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6202 HGL Comps.dwg PLOTTED: 4/11/2022 11:24 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604HYDRAULIC GRADE LINE (HGL) COMPUTATIONSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6202
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6500 Storm Sewer Details.dwg PLOTTED: 4/11/2022 11:22 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604STORM SEWER DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6500
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6501 Storm Sewer Details.dwg PLOTTED: 4/11/2022 11:22 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
2021-08
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493CD - 1/31/2022
01-31-2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604STORM SEWER DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6501
TOTAL SHEETS 41JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
24"
18"
D
LP
LP LPLPLPLP
9'20'
PROPOSED BUILDING
ADDITION
ARCH VER. 01-17-2022\FFE=919.24'(ULE -14.67')(SEE ARCHITECTURE)STUDENT DROP-OFF(ONE WAY)STU
D
E
N
T
D
R
O
P
-
O
F
F
(ON
E
W
A
Y
)
MAIN EN
T
R
A
N
C
E
R
O
A
D
R =2 5 'R
=
25
'R=3'
CG6
CG6 CG6CG6CG6CG6CG6CG6SWM
FACILITY
880
890
874
876
878
882
884
886
888
892
9109209049069089129149169189209229
2
4 92688089090088288488688889289489689890290
0 902904906908910904
906
908
9008989029
1
8 920922924926928143
147
142
141
161
140
116
115
114
112
113
111
9109089089129149163.2
3.3
917 70
CL
916 60
LP
917 66
EP
916 41
EP
926
920 58
BW
918 26
EP
918 07
EP
919 43
EC
920 20
EP91998
EP
918 14
EP
896 53
EP
895 25
EP
893 97
EP
896 53
EP
897 56
EP
898 60
EP
917 95
TOP
917 95
TOP
918 50
OLR
918 08
EP 918 81
OLR 919 09
EC
919 24
BW
918 94
EC
918 68
EP8.3%2.7%
7.7%
928 95
BW
930 09
BW
935 80
TW
935 80
TW
931 21
BW
919 24
EC
-3.0:1
-3.0:1-3.0:1-3.0:
1
89100
Weir
100 Yr. WSE= 906.33'
PRINCIPAL RISER STR 3.3
(See Details - Sh CS6600)
To
p
B
e
r
m
=
9
0
8
.
5
0
'
EX OUTFALL STR 3.2
Modify Existing Structure.
Demolish Ex. Grate, Provide
MH Cover & Raise the Top 8' Wide Bench = 908.50'SWM Facility - Principal Riser Section
Not to Scale
Trash Rack (See Note 5)
Earthen Berm
(See Note 4)
9' Ø x 8" Thick Conc. Base
(See Note 1)
3:
1
M
a
x
.
S
l
o
p
e
Ex. Structure
Ex. Grade
Ex. Outlet Protection
@ Ex. Str. 3.1
4" Ø Orifice = 896.00'
Top of Embankment = 908.50
100 Yr. W.S.E. = 906.33'
177.1' - 24" RCP C
L
.
I
I
I
@
5
.
5
0
%
(Ex. Basin Outfall
S
t
r
u
c
t
u
r
e
)
Debris Cage (See Note 2)
Fill Riser w/
Concrete to the
Flow Line
Inv. = 894.00'
10' Embankment
Rectangular Weir = 903.50'
[12" (W) x 30" (H)]
Rectangular Weir = 902.00'
[6" (W) x 18" (H)]
Principal Riser Crest = 906.00'
25 Yr. W.S.E. = 905.16'
10 Yr. W.S.E. = 904.26'
2 Yr. W.S.E. = 902.61'
1 Yr. W.S.E. = 901.78'5' Ø Riser
Structure per
AASHTO M199
Ex. Top = 897.30'
Ex. Inv. Out = 877.86'
Principal Riser Bottom = 893.00'
17.51' - 24"
HDPE @ 5.71%
Inv. = 893.00'
Prop. Top = 902.00'
EX OUTFALL STR 3.2
Modify Existing Structure.
Demolish Ex. Grate, Provide
MH Cover & Raise the Top
Ex. Inv. In = 887.60'
Notes:
1. Concrete Base & Inside Concrete Fill Provide Anti- Floatation Anchoring.
Embed the Principal Riser at least 6" into the Concrete Base.
2. Plastic Solutions Inc. Stormrax Flush Mount Debris Cage or Approved Equal
(See Detail Sheet CS6002)
3. Connect the Concrete Slab, at Low Flow Trash Rack, to Principal Riser using
1" Ø Steel Rod Dowel @ 4" O.C.
4. Install the Riser Outfall Pipe per ASTM C-361 (Rubber Gaskets W.T. Joints)
5. Plastic Solutions Inc. Round Series Trash Rack, Part #RS 60 (Bolted to
Structure W/ 2" SS Anchor Bolts) (See Detail Sheet CS6002)
Concrete Slab (See Note 3)
6" Topsoil Cap
8" Impermeable Liner
(Installed to the 10 Yr. WSE)
4" Low Flow Orifice
(Debris Cage
Omitted for Clarity)
SWM Facility - Principal Riser Plan
Not to Scale
5' Ø Riser
Structure per
AASHTO M199
17.51' - 24" HDPE @ 5.71%
(See Note 5)
Plastic Solutions Inc. Round Series
Trash Rack, Part # = RS 60
(See Detail Sheet CS6002)
SWM- Facility - Principal Riser Elevation
Not to Scale
4" Low Flow Orifice
(Debris Cage Omitted
for Clarity)
17.51' - 24" HDPE @ 5.71%
(See Note 5)
Rectangular Weir
[6" (W) x 18" (H)]
Plastic Solutions Inc.
Round Series Trash Rack,
Part # = RS 60
(See Detail Sheet CS6002)
6" Minimum Wall Thickness
6" Minimum Wall Thickness
Note:
All References to Note Numbers in this Detail are shown
on the "Wet Facility Principal Riser Section", on this Sheet.
9' Ø x 8" Thick Conc. Base (See Note 1)
Rectangular Weir
[12" (W) x 30" (H)]
Fill Riser w/ 2.0' Concrete
to the Flow Line
Rectangular Weir
[12" (W) x 30" (H)]
Rectangular Weir
[6" (W) x 18" (H)]
Note:
All References to Note Numbers in this Detail are shown
on the "SWM Facility Principal Riser Section", on this
Sheet.U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6600 SWM Pond.dwg PLOTTED: 4/11/2022 11:25 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604SWM FACILITY PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6600
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
18"
RIP RAP
LP
LP LPLPLPLP
LP
LP
20'9'20'
9'20'9'
R =2 5 'R=25'R=47'R =3'R=3'R=3'
R=5'
R=3'
R=5'
R=5'
R=3'
CG6
CG6
CG6CG6CG6CG6 CG6CG68728748
7
2
890900910884886888892894896898902904906908880876878882884886888 90091
0 898902904
906
908
9129148748
7
6
8
7
8
141
125
128
123
122
124
114
121
112
113
104
103
102 910908908912914916917 52
EP
917
916 41
EP
917
911 83
EP
913 20
EP
912 47
EP
912 66
EP
912 26
EP
912 02
EP
911 75
LP
912 65
EP
912 87
EP
909 56
EP
912 37
HP
917 72
EP
912 15
EP
917 33
EP91702
FC
916 64
EP
917 09
FC
916 38
EP
917 82
EP
896 53
EP
895 25
EP
893 97
EP
877 01
TOP
2.7%
7.7%7.7%913 87
TC
914 76
EP
913 33
TC
913 14
TC
912 93
TC
912 19
TC
912 08
TC
914 98
EP
2.0%
2
.
0%
-2.
5
:
1 -2.5:1-3.0:1
915 52
TC
913 41
TC
912 51
TC
911 97
EP
895 00
INV
891 00
Weir
89100
Weir
888 00
INV
888 00Top
Be
rm
=
893
.50
'
PRINCIPAL OUTFALL
45' - 12" PVC SDR26 @ 6.67%
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
WEIR OUTFALL
Weir Invert = 891.00
4' Width & 20' Breadth
100 Yr. WSE= 892.24'U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS6601 Catch Basin Plan.dwg PLOTTED: 4/11/2022 11:26 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 20'40'
GRAPHIC SCALE 1"=20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604CATCH BASIN PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS6601
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
FH
WV
FH
MLP MLP MLP MLP MLP
MLP
MLP
MLP
18"
EHH
24"
12" TR.
18"
WPP
WPP
WPP
WPP
WPP
WPPGA
GA
GA
8"
12"
36"
24"36"
10"10"12"10"
WV
WM
RIM (895.27)GREENHOUSE15"
FL
15"
DENSE VEGETATION BRICK BUILDINGEHH
WM
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
P
Dense Vegetation
EX. 12" WATERLINEEX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)
LP
LP
LP LPLPLP
LPLPLPLPLP
LP LP
LP
LP
LP LPLP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSESTUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD REPLACE 195 LFFENCERESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
STACKING - 1,170 LF60.00'70.50'35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'SOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)180' RET. WALLMAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
SWM
FACILITY REPLACE. 50 LF FENCE12' DOUBLE SWING GATECATCH
BASIN
PR. GEN870868872874880
890
874
876
878
882
884
886
888
892
894 922932
934
936
940
950
938 942 944 946 948
940
934
936938
942
944
946
93
0
922924926
92
8
912
910
906908
912
914 918900910920
892894896898
902904906908912914916918
910
902
904
906 908
912 914 916 918
9
2
0
920
8
7
2 920930
922
924
926
928
932 934936910920904906908912914916918890900910884886888892894896898902904906908 9209
22
9
2
4 926926926940
934
936
938
88089090087687888288488688889289489689890290
0 90290490690891
0
910920920930930904
906
908
9
1
2
912
914
9
1
4 916916918918922922924924926926928928920
930
916
918
922
924
926928932
91691691890091
0 898902904
906
908
9129149
1
6
9
1
8
910 912 914 9168708728748
7
6
8
7
8 922924926928932930
932
930928932920922924926928930928932920920922924926
928
920
920
922
924
926
920930922924926928910908908912914916T
P
ARV
20' FREDERICK WATER ESMT
FDC
NO TREES OR SHRUBS TO BE PLANTED
IN FREDERICK WATER EASEMENTS.
MEMORIAL
LANDSCAPE GROVE
COORDINATED WITH OWNER
3' HEDGEROW3' HEDGEROW 3' HEDGEROWPARKING LOT LANDSCAPING
PERIMETER LANDSCAPING
PARKING LOT IMPERVIOUS AREA (NEW)108,464 SF
REQUIRED PROVIDED
PERIMETER PARKING LOT SHADE TREES (1 / 2,000 SF) = 50
(1 / 5,000 SF) = 2 52
3' HIGH HEADLIGHT SCREENING YES YES
INTERIOR LANDSCAPING
TOTAL PARKING LOT AREA (NEW)108,464 SF
PARKING SPACES 235 (NEW)
REQUIRED PROVIDED
PARKING LOT LANDSCAPED AREA (NEW)5,423 SF (5.00%)9,745 SF (8.98%)
INTERIOR PARKING LOT SHADE TREES 24
(1 PER 10 SPACES)24
NOTE: THE PARKING LOT SPACES INCLUDED FOR PLANTING CALCULATIONS ARE BASED ON ONLY NEW
PARKING ADDED TO THE SITE.
TREE PLANTING LIST
SYMBOL BOTANICAL COMMON NAME DESCRIPTION QUANTITY
AC ACER GINNALA AMUR MAPLE STREET, SHADE, CANOPY,
ORNAMENTAL 18
CB CARPINUS BETULUS
EUROPEAN
HORNBEAM
STREET, SHADE, CANOPY,
ORNAMENTAL 16
OV OSTRYA VIRGINIANA HOP HORNBEAM
STREET, SHADE, CANOPY,
ORNAMENTAL 21
CJ CERCIDIPHYLLUM
JAPONICUM KATSURA TREE STREET, SHADE, CANOPY,
ORNAMENTAL 21
HEDGE JUNIPERUS
(ALL VARIETIES)JUNIPER SCREEN, ORNAMENTAL,
SHRUB 94
NOTE:
OF THE REQUIRED 76 TREES, 31 SHALL REPRESENT MEMORIAL TREES WHICH
COULD NOT BE SAVED OR RELOCATED AS PART OF THIS REDEVELOPMENT
PROJECT. OWNER TO DETERMINE WHICH NEW TREES ARE TO BE DEDICATED AS
MEMORIAL TREES.
"HEDGE" = 3' HIGH HEDGEROW (HEADLIGHT SCREEN)U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS7000 Landscape Plan.dwg PLOTTED: 4/11/2022 11:29 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604LANDSCAPE PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS7000
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
*
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
GENERAL LANDSCAPING NOTES:
L
OR PERENNIAL PLANTING DETAILGROUNDCOVER, ORNAMENTAL GRASS
PLAN VIEW
"D"
"D"
"D"
SCHEDULE
VARIES
SEE PLAN
PLANTING SECTION
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS7500 Landscape Notes & Details.dwg PLOTTED: 4/11/2022 11:29 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604LANDSCAPE NOTES & DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS7500
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
FH
FH
WV
FH
MLP MLP MLP MLP MLP
MLP
MLP
MLP
EHH
WPP
WPP
WPP
WPP
WPP
WPPGA
GA
GA
WV WM
GREENHOUSEFL BRICK BUILDINGEHH
WM
TM 42-A-213SARA Y. SMITHINST# 1300001475.67 AC.ZONE RA - RESIDENTIAL
TM 42-5-D2FREDERICK COUNTY VIRGINIADB 508 PG 5930.23 AC.ZONE RA
RIP RAP RIP
RAP
RI
P
R
A
PEX. 12" WATERLINEEX. 8" FIRE LINE (PRIVATE)EX. 8" FIRE LINE (PRIVATE)EX. 2" WATERLINE(PRIVATE)
EX. 4" W
A
T
E
R
LI
N
E (
P
RI
V
A
T
E)
WATER TANK
(FREDERICK WATER OWNED)PR. WATERLINE - 12" CL-52 DIPPR. FI
R
E
L
I
N
E
-
8
"
C
9
0
0
(
P
R
I
V
A
T
E
)
FHYD
FHYD
(FRED.WATER)
FHYD
CONNECTION (EX. FIRE LINE)
1 - 8" TEE (CUT IN)
2 - 8" GATE VALVES
1 - 8" PLUG
CONNECTION (EX. FIRE LINE)
1 - 8" TEE (CUT IN)
2 - 8" GATE VALVES
1 - 8" PLUG10+0011+00
12+0013+0014+001
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
CONNECTION (EX. WATER MAIN)
1 - CUT-IN 45° BEND
CONTRACTOR SHALL COORDINATE SERVICE
INTERRUPTION AND CUT-IN WITH OWNER AND
FREDERICK WATER'S INSPECTOR
CONNECTION (EX. WATER MAIN)
1 - CUT-IN 45° BEND
1 - 12" GATE VALVE
CONTRACTOR SHALL COORDINATE SERVICE
INTERRUPTION AND CUT-IN WITH OWNER AND
FREDERICK WATER'S INSPECTOR
ARV
FHYD
(FRED. WATER)
FHYD &
BOLLARDS
FDC
EX. METERS AND BACKFLOW PREVENTION TO REMAIN.
DOMESTIC WATER METER (3" NEPTUNE R-900V4)
DOMESTIC BACKFLOW (ZURN 375AST)
FIRE BACKFLOW (10" AMES 3000SS)
FHYD
FHYD
FHYD
EX
FHYD
EX.
FHYD
EXISTING
2-STORY SCHOOL
PROPOSED
ADDITIONS
A
CD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
C
A
D
D
D
D
C
C
A
D
A
D
C
C
D
D
D
D
D
D
A
C
D D
D
D
D
A
C
DC
A
D
D
D
D
C
A
A
D
D
D
D
D
D D
D DA
D
C
AD
EX.
FHYD
FHYD
C
FDC
LP
LP
LP LPLPLP
LPLPLPLPLP
LP LP
LP
LP
LP LPLP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
EXISTING BUILDING
JAMES WOOD HIGH SCHOOL EXISTING ATHLETICFIELD HOUSE30' FC26' FC22'
FC
26' FC1
5
'
FC
34'
FC
26'
FC
24'FC
26' FC30'
FC
22'
FC
8' SIDEWALK22'
STUDENT & VISITOR PARKING
336 STUDENT SPACES
15 VISITOR SPACES
(351 STD / 12 HC )
BUS LOOP
BUS PARKING &
OVER FLOW PARKING
34 BUS / 102 STD
22'FC
SAW-CUT / MATCH
EX. PVMT & CURB REPLACE 195 LFRESERVE AREA FOR
BAND PRACTICE
(NO PAINT STRIPES PROVIDED)
NORTH
EMPLOYEE
PARKING LOT
37 SPACES (33 STD / 4 HC )
PROPOSED
BUILDING ADDITION
ARCH VER. 01-17-2022
22'
FC
2
6
'
FC 22'FC22'
FC
22'
FC
22'
FC
22'
FC
60.00'70.50'35.00'24.00'35.00'24.00'35.00'
35.00'24.00'24.00'26'
FC
26' FCSOUTH
FACULTY
PARKING LOT
140 SPACES
(136 STD / 4 HC)
26'
FC22'
FC 22'FC22'FC180' RET. WALL15' FC
MAIN E
NT
RA
N
CE
ROAD COMMERCIA
LACCESS ROAD
SAW-CUT / MATCH EX.
PVMT
BEG. MILL & PAVE EX.
ROAD
R=25'R=47'R =3'R=3'R=3'
R=5'
R=5'
R=5'
R=5'
R=3'
R=3'
R=3'
R=3'R=62'R=50'R=5'
R=5'
R=5'
R=5'
R=5'
R=2'
R=3'R=100'R=3'
R=3'
R=2
5
'
R=5'R=25'R=15 'R=61'
R=7'R=3'R=3'R=7'
R=10'R
=15'C
G
-
1
2
C
CG-12C
R=3'R=9'
R=6'R=3'R=3'R=
2
5'
R=7'R=3'R=10'
R=3'
R=3'
R=7'R=3'R=10'
R=7'R=4'R=2'
R=3'R=
25'
R=2'
R=2'R=3'
R=3'
R=3'
R
=15'C
G
-
1
2
C
CG-12C
R =5 0 'R=12 'R=5'R
=25'R=111'R=2 5 'R=50'R=266'R=240'R=187'R=5'
R=7'R=3'
R=3'R=3'R=100'
R=3'R=3'
SWM
FACILITY
CATCH
BASIN
PR. GENSAW-CUT / MATCH EX. PVMT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS8000 Life Safety Plan.dwg PLOTTED: 4/11/2022 11:29 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'
GRAPHIC SCALE 1"=50'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604LIFE SAFETY PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS8000
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
PHOTOMETRIC PLAN NOTES:
1.SITE CONTAINS A MIXTURE OF NEW LIGHT FIXTURES (BUILDING WALL PACKS) AND EXISTING
LIGHT FIXTURES WHICH WILL BE RELOCATED AS SHOWN ON THE SITE, PHOTOMETRIC AND
ELECTRICAL PLANS.
2. ALL PROPOSED "NEW" LIGHTING WILL BE FULLY DOWNCAST, SHIELDED, AND FULL CUTOFF, IN
ACCORDANCE WITH FREDERICK COUNTY CODE (§165-201.07).
3. ALL FIXTURES SHALL CONFORM TO FREDERICK COUNTY CODE (§165-201.01(C)(2)(B))
4. MAKE / MODEL OF EXISTING LIGHT POLE HEADS IS UNKNOWN AT THE TIME OF SITE PLAN
APPROVAL. THE PHOTO BELOW DEPICTS 2 STYLES OF EXISTING POLES / HEADS TO BE
RELOCATED ACROSS THE SITE.U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS8100 Photometric Plan.dwg PLOTTED: 4/11/2022 11:30 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604PHOTOMETRIC PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS8100
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS8101 Electrical Site Plan.dwg PLOTTED: 4/11/2022 11:30 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
1/31/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604ELECTRICAL SITE PLANPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS8101
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT
U:\Accounts\RRMMX\RRMMX21002 - James Woods HS Renovation\DESIGN\_SHEETS\02-Design Development\CS8102 Lighting Details.dwg PLOTTED: 4/11/2022 11:30 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION DRAWINGSBYNO.DATEREVISIONSRRMMX21002
AS NOTED
CJM
02/02/2022
RAMAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
4/11/2022
FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3508 | WINCHESTER, VA. 22604LIGHTING DETAILSPNo. 20674RONALD A. MISLOWSKY, JR.
T
MNOMAEW L
OCGFOH
R
IV
AINI
RO
F
F
SSIONA L E N G INE EERCS8102
TOTAL SHEETS 55JAMES WOOD HIGH SCHOOL ADDITIONS AND RENOVATIONSCONSTRUCTION DRAWINGS161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604GAINESBORO MAGISTERIAL DISTRICT