HomeMy WebLinkAbout13-23 Site PlanJORDAN SPRINGS
ELEM. SCHOOL
TEMP TRAILERS
U:\Accounts\RRMMX\RRMMX23003 - Jordan Springs ES Trailer Expansion\DESIGN\_SHEETS\MSP\CS0000.dwg PLOTTED: 5/25/2023 2:35 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSRRMMX23003
AS NOTED
CJM
04-28-2023
DLFAPPROVED 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 ASSOCIATE; 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 WORKLOCATION MAP
Scale: 1" = 2000'
CALL 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 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH 5-25-2023 APPROVED MINOR SITE PLAN #13-23
PREPARED FOR:
PO BOX 3085
WINCHESTER, VA 22604
(540) 662-3888 EXT. 88249
PIN 44-A-292
JORDAN SPRINGS ELEMENTARY SCHOOL
TEMPORARY CLASSROOM TRAILERS
MINOR SITE PLAN
SITE PLAN #13-23
STONEWALL DISTRICT - FREDERICK COUNTY, VIRGINIA
ORIG SUBMISSION DATE: APRIL 28, 2023
REVISED SUBMISSION DATE: MAY 25, 2023
LOCAL UTILITIES
SHENANDOAH VALLEY ELECTRIC COOPERATIVE (SVEC)
3463 VALLEY PIKE
WINCHESTER, VIRGINIA 22601
(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
PO BOX 1877
WINCHESTER, VIRGINIA 22604
(540) 868-1061 FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3085 | WINCHESTER, VA 22604JORDAN SPRINGS ELEMENTARY SCHOOLTEMPORARY CLASSROOM TRAILERSMINOR SITE PLAN315 FLYFOOT DR. | STEPHENSON, VA. 22656STONEWALL DISTRICTCOVER SHEET CS0000
TOTAL SHEETS 4
DAVID L. FRANK
Lic. No.1061
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 AND SUBDIVISION ADMINISTRATOR
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
________________________________________________________________________________
APPROVED BY DATE
PREVIOUS APPROVALS
SITE PLAN - (SP) #08-18 05-21-2018
REZONING - (RZ) #06-03
GENERAL 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.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.
13.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 FREDERICK WATER UNLESS WRITTEN AUTHORIZATION IS RECEIVED
PRIOR TO COMMENCING WORK.
14.CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN
REQUIREMENTS AND SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO
CONSTRUCTION.
15.CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (ADA)
REQUIREMENTS.
16.REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING INSPECTOR ON A
REGULAR BASIS AS REQUIRED BY FREDERICK COUNTY.
17.ALL UTILITIES WILL BE LOCATED UNDERGROUND.
18.TEST PITS ARE REQUIRED ON ALL FREDERICK WATER SEWER AND WATER LINES AS
NEEDED AND REQUIRED BY FREDERICK WATER INSPECTOR.
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.
SHEET INDEX
SHEET NUMBER SHEET TITLE
CS0000 COVER SHEET
CS4000 TEMPORARY TRAILER PLAN
CS8000 FIRE EXITING & LAFE SAFETY PLAN
CS8100 PHOTMETRIC PLAN & LIGHTING DETAILS
PRE-APPROVAL SUBMISSION TRACKING
04-28-2023 1ST SUB FOR REVIEW PLAN, PW, FW, INSP, GIS, FIRE
05-02-2023 APPROVED GIS
05-09-2023 APPROVED FW, FIRE
05-17-2023 2ND SUB FOR REVIEW PLAN, INSP
05-18-2023 APPROVED PLAN
05-24-2023 APPROVED PW
05-25-2023 APPROVED INSP
05-25-2023 3RD SUB FOR SIGNATURE PLAN
SITE DEVELOPMENT SUMMARY
TAX MAP 44-A-292
ZONING R4
ADDRESS 315 FLYFOOT DR.
CURRENT USE ELEMENTARY SCHOOL
PARCEL AREA 20.09 AC.
EXISTING BLDG (GFA)56,413 SF
EXISTING FAR (1.0 MAX)0.06 FAR
PROPOSED TRAILER (GFA)4,759 SF
(NEW) TOTAL GFA 61,172 SF
(NEW) FAR (1.0 MAX)0.07 FAR
TEMP.
CLASSROOM
TRAILER
20.6'6' GATE6' GATE23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
EX. FREDERICK WATER ESMT.
INST# 200008908
EX. FREDERICK WATER ESMT.INST# 200008908PR. 6' CLFPR. 6' CLF
EXISTING
JORDAN SPRINGS
ELEMENTARY SCHOOL
MAIN ENTRANCE
BUS LOOP
PARKING LOT
TR 4'4'
6' G
A
T
E
1- TRANSFORMER
1 - DISCONNECT
1 - PANEL CTDP
MIXED DRY UTILITY SERV. TO TEMP TRAILERS (SCH-40 PVC )
(E) ELECTRICAL 1 - 3" CONDUIT
(C) FIRE ALARM & COMM 2 - 2" CONDUIT & 1 - 1" CONDUIT
ELEC. SERV. TO TEMP TRAILERS
6 - 1-1/2" SCH-40 PVC CONDUIT
DOOR (TYP.)6' SWLK8' DECK8' RAMPLNDGLNDG8' DECKDUMPSTERLOADING DOCKC.O.C.O.
5+006+007+00
FDC
EX. 8" DIP CL-52 WATERLINE #1
1+28
1+00
30
"
H
D
P
E
EXISTING
JORDAN SPRINGS
ELEMENTARY SCHOOL 171.9' SETBACK828.9' SETB
A
C
K
355.9' SETBACK339.
1
'
S
E
T
B
A
C
K
TM 44E-4-1
SNOWDEN BRIDGE SUBDIVISION
SECTION 4
ZONE R4
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12
LOT 6
LOT 5
TM 44E-4-1-15C
RAMIE CORNER
COMMUNITY ASSOC.
LOT 1
TM 44-A-150
LUTTRELL, BROOKE
INST# 201600116
ZONE RA
TM 44-A-149
GETTS, GERYL S.
INST# 200703383
ZONE RA
TM 44-A-148
PITTMAN, BYRON EARL
INST# 201607822
ZONE RA
TM 44-A-153
DENNIS, REBECCA
INST# 201900715
ZONE RA
TO OLD CHARLES TOWN RD.FLYFOOT DR.333
U:\Accounts\RRMMX\RRMMX23003 - Jordan Springs ES Trailer Expansion\DESIGN\_SHEETS\MSP\CS4000.dwg PLOTTED: 5/25/2023 2:36 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSRRMMX23003
AS NOTED
CJM
04-28-2023
DLFAPPROVED 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 540.665.0493 00 20'40'
GRAPHIC SCALE 1"=20' APPROVED MINOR SITE PLAN #13-23 FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3085 | WINCHESTER, VA 22604JORDAN SPRINGS ELEMENTARY SCHOOLTEMPORARY CLASSROOM TRAILERSMINOR SITE PLAN315 FLYFOOT DR. | STEPHENSON, VA. 22656STONEWALL DISTRICTTEMPORARY TRAILER PLAN CS4000
TOTAL SHEETS 4 NORTHDAVID L. FRANK
Lic. No.1061
TEMPORARY CLASS ROOM TRAILER LAYOUTTEMPORARY CLASS ROOM TRAILER LOCATION
00 80'160'
GRAPHIC SCALE 1"=80'NORTHTEMPORARY TRAILER NOTES
1.TOTAL DISTURBED AREA = 9,350 SF
2.HEIGHT OF TRAILERS = 11'
3.6' CHAIN LINK FENCE (BLACK VINYL COATED) OR AS OTHERWISE
SPECIFIED BY THE OWNER. FENCES TO BE INSTALLED 2' FROM
SIDES OF TRAILERS.
4.NO FENCES. TRAILERS, OR DRY UTILITY LINES OR
APPURTENANCES SHALL BE INSTALLED IN FREDERICK WATER'S
EASEMENTS (WATER & SEWER).
5.NO PLANTINGS WITHIN FREDERICK WATER EASEMENTS
6.RAMP / LANDING CONFIGURATION SHALL BE ADJUSTED AS
NEEDED BY CONTRACTOR BASED ON FINISHED FLOOR
ELEVATIONS AND/OR AS DIRECTED BY THE OWNER.
7.RAMP AND HANDRAIL DETAILS SHALL BE PROVIDED MY THE
MOBILE TRAILER MANUFACTURE OR AS SPECIFIED BY THE
OWNER.
8.HANDRAILS SHALL BE INSTALLED ALONG 8' DECK, RAMP, AND
LANDINGS AS REQUIRED BY BUILDING CODE AND/OR THE
OWNER.
9.TRAILER DIMENSIONS ARE BASED ON A LEASE QUOTE PROVIDED
TO THE OWNER BY MOBILE-MODULAR ON 2-15-2023.
10.WALL-PACK LIGHTS WILL BE INSTALLED ON THE FACE OF EACH
TRAILER TO ILLUMINATE THE DECKS, RAMPS, AND AREA
BETWEEN THE SCHOOL AND THE TRAILERS. SEE SHEET CS8100
FOR MODEL AND SPECIFICATIONS.
PLANNING NOTES
1.NO ADDITIONAL LANDSCAPE SCREENING PLANTS, STREET OR
SHADE TREES ARE REQUIRED OR PROPOSED.
2.NO ADDITIONAL SITE LIGHTING IS REQUIRED OR PROPOSED.
3.NO ADDITIONAL PARKING IS REQUIRED.
BUILDINGS & INSPECTIONS NOTES
1.BUILDINGS SHALL COMPLY WITH THE 2018 VIRGINIA UNIFORM
STATEWIDE BUILDING CODE. OTHER CODES THAT APPLY ARE
ICC / ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES, INTERNATIONAL FIRE CODE 2018, VIRGINIA ENERGY
CODE 2018, THE VIRGINIA MECHANICAL CODE 2018 AND THE NEC.
2.ALL REQUIRED EXITS SHALL MEET ANSI A117.1-2009. EXITS
SHALL TERMINATE AT A PUBLIC WAY. SEE SHEET CS8000 FOR
FIRE EXIT PLAN.
3.AN ACCESSIBLE ROUTE SHALL BE PROVIDED FROM THE
CLASSROOMS TO THE MAIN BUILDING. MAXIMUM THRESHOLD AT
DOOR SHALL NOT EXCEED 1 2". WALKWAYS SHALL NOT EXCEED
5% SLOPE. SLOPES EXCEEDING 5% SHALL BE DESIGNED AS
RAMPS.
4.TRAVEL DISTANCE SHALL NOT EXCEED 500 FEET.
5.CONTRACTOR SHALL MEET REQUIREMENTS IN CHAPTER 17 OF
VCC FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF
STRUCTURE (SOILS, CONCRETE, ETC)TEMPORARY TRAILERSEROSION CONTROL / TRENCHING NOTES
1.TOTAL LENGTH OF DRY UTILITY TRENCHING IS LESS THAN 300 LF.
EXCAVATION, INSTALLATION AND RESTORATION IS EXPECTED TO BE
COMPLETED IN ONE WORK DAY.
2.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
CRITERIA:
·NO MORE THAN 250 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE
TIME.
·EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
·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.
·MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
·STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
THESE REGULATIONS, APPLICABLE SAFETY REGULATIONS SHALL BE
COMPLIED WITH.
UTILITY & TRENCHING NOTES:
DURING TRENCHING ACTIVITY INSTALLER SHALL EXERCISE ADDITIONAL CARE AND
CONSIDERATION FOR THE PRIVATE ROOF DRAINS AND SANITARY LATERAL IN CLOSE
PROXIMITY TO PROPOSED FENCING AND UTILITY TRENCH.
5-25-2023
CONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
TEMP.
CLASSROOM
TRAILER
6' GATE6' GATE23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'23.33'34.00'
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
PR. 6' CLF
MAIN ENTRANCE
BUS LOOP
PARKING LOT
6' G
A
T
E
DOOR (TYP.)6' SWLK8' DECK8' RAMPLNDGLNDG8' DECKEMERGENCY EXIT ROUTE
EMERGENCY EXIT ROUTE
INGRESS / EGRESS FROM & TO TRAILERS
MAIN ENTRANCE &
EMERGENCY EXIT ROUTES ±95 LF TO BLDG±115 LF TO BLDGEX. FIRE
HYDRANT
U:\Accounts\RRMMX\RRMMX23003 - Jordan Springs ES Trailer Expansion\DESIGN\_SHEETS\MSP\CS8000.dwg PLOTTED: 5/25/2023 2:36 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSRRMMX23003
AS NOTED
CJM
05-11-2023
DLFAPPROVED 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 540.665.0493 00 10'20'
GRAPHIC SCALE 1"=10' APPROVED MINOR SITE PLAN #13-23 FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3085 | WINCHESTER, VA 22604JORDAN SPRINGS ELEMENTARY SCHOOLTEMPORARY CLASSROOM TRAILERSMINOR SITE PLAN315 FLYFOOT DR. | STEPHENSON, VA. 22656STONEWALL DISTRICTFIRE EXITING & LAFE SAFETY PLAN CS8000
TOTAL SHEETS 4 NORTHDAVID L. FRANK
Lic. No.1061
5-25-2023
FIRE EXITING & LIFE SAFETY NOTES
1.AN ACCESSIBLE ROUTE SHALL BE PROVIDED FROM THE
CLASSROOMS TO THE MAIN BUILDING.
2.RAMPS, LANDINGS, AND WALKWAYS SHALL MEET ADA
REQUIREMENTS FOR ACCESSIBILITY.
3.TRAVEL DISTANCE TO BATHROOMS SHALL NOT EXCEED 500'
4.MODULAR CLASSROOMS SHALL HAVE A SMOKE DETECTOR
IN EACH UNIT IN ADDITION TO PULL STATIONS. INITIATING
DEVICES AND NOTIFICATION DEVICES SHALL BE
INTERCONNECTED TO THE SCHOOLS FIRE ALARM AND ALL
NOTIFICATION DEVICES SHALL FUNCTION WHEN ANY
INITIATING DEVICE IS ACTIVATED.
TEMP.
CLASSROOM
TRAILER
6' GATE6' GATETEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
TEMP.
CLASSROOM
TRAILER
6' G
A
T
E
DOOR (TYP.)6' SWLK8' DECK8' RAMPLNDGLNDG8' DECKC.O.C.O.
W
5.7
4.4
2.2
4.7
6.8
7.7
6.8
5.9
1.8
4.6
7.4
8.3
7.8
5.9
1.4
4.1
7.6
8.8
9.1
7.63.3
6.8
9.0
8.8
7.4
4.8
2.6
5.9
8.5
8.2
7.1
5.7
2.0
5.0
8.3
9.2
9.1
7.94.1
7.8
9.9
10.2
7.7
7.7
3.2
7.0
9.8
10.2
8.9
6.9
2.4
5.8
9.4
10.1
10.0
7.94.4
8.0
9.5
8.8
7.0
4.3
3.4
6.8
9.1
8.4
7.5
5.9
2.6
5.8
9.1
9.8
9.8
7.54.9
8.8
10.4
10.4
7.04.0
7.9
10.2
10.4
8.6
6.9
2.9
6.7
9.9
10.3
9.8
7.1
2.2
5.3
8.9
9.5
8.5
6.64.2
7.9
9.9
9.3
8.4
6.5
3.4
7.0
10.1
10.8
9.8
7.7
2.5
6.1
9.9
10.9
10.2
7.34.9
9.0
10.7
10.8
9.0
6.4
3.7
7.6
10.4
10.1
8.9
6.0
2.7
6.2
9.8
9.9
8.9
7.35.0
8.8
10.5
10.4
8.23.9
7.9
10.4
10.7
8.1
8.0
2.9
6.7
10.0
10.7
10.2
7.6
2.1
5.4
9.2
10.3
9.9
7.84.0
7.6
9.5
8.5
7.0
4.96.2
9.0
8.9
8.5
6.94.9
8.3
9.5
9.4
6.33.6
7.1
8.7
8.7
5.8
6.5
2.3
5.4
7.7
8.2
7.7
5.43.8
6.4
6.9
6.1
4.22.4
W
W
W
W
W
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire
Lumens
Luminaire
Watts
Total
Watts
6 W Single LSI XWS-LED-06L-SIL-3-40-70CRI, 10'
AFG
0.900 6208 43 258
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
GRADE Illuminance Fc 7.25 10.9 1.4 5.18 7.79
U:\Accounts\RRMMX\RRMMX23003 - Jordan Springs ES Trailer Expansion\DESIGN\_SHEETS\MSP\CS8100.dwg PLOTTED: 5/25/2023 2:37 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSRRMMX23003
AS NOTED
CJM
05-11-2023
DLFAPPROVED 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 540.665.0493 00 10'20'
GRAPHIC SCALE 1"=10' APPROVED MINOR SITE PLAN #13-23 FREDERICK COUNTY PUBLIC SCHOOLSPO BOX 3085 | WINCHESTER, VA 22604JORDAN SPRINGS ELEMENTARY SCHOOLTEMPORARY CLASSROOM TRAILERSMINOR SITE PLAN315 FLYFOOT DR. | STEPHENSON, VA. 22656STONEWALL DISTRICTPHOTMETRIC PLAN & LIGHTING DETAILS CS8100
TOTAL SHEETS 4 NORTHDAVID L. FRANK
Lic. No.1061
TEMPORARY CLASS ROOM TRAILER LAYOUT
5-25-2023
LIGHTING NOTES
1.BUILDING MOUNTED OR WALL-PACK LIGHTING FIXTURES SHALL NOT BE MOUNTED
MORE THAN 25' ABOVE FINISHED GRADE OF THE BUILDING.
2.LIGHTING FIXTURES SHALL BE SHIELDED (FULL-CUTOFF) SO THAT THE LIGHT
SOURCE IS NOT VISIBLE FROM ADJACENT PROPERTIES OR ROAD RIGHTS-OF-WAY.
NON-CUTOFF WALL-PACK LIGHTING FIXTURES SHALL NOT BE PERMITTED.
3.PHOTOMETRIC PLAN AND LIGHTING DETAILS SHOWN HEREON SHALL BE
CONSIDERED SUPPLEMENTAL. FURTHERMORE, THIS PLAN DOES NOT PROPOSE TO
RELOCATE, MODIFY OR REMOVE ANY SITE LIGHTING AS DEPICTED ON THE
APPROVED SITE PLAN #08-18