HomeMy WebLinkAbout52-04 Titan VA Ready-Mix Railroad R-W, Mining - Stonewall - BackfileCURE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
TANGENT
CHORD
CHORD BEARING
Cl
205.62'
1150.00'
10*14'40"
103.09'
205.35'
NO3'40'36"W
C2
244.65'
600.00'
23'21'44"
124.05'
242.96'
S02'52'56"W
C3
1103.07'
5759.65'
10'58'23"
553.23'
1101.39'
N27'02'35"E
C4
155.37'
2185.01'
4'04'27"
77.72'
155.34'
N58'25'07"W
C51
92 82T
83.00'
4'04'24"
51.94'
88.06'
S88'25'06"E
IIGHTING PLAN NOTFS:
1. LIGHTING FOR ILLUSTRATIVE PURPOSES. DESIGN SHALL BE CONFIRMED
BY PROJECT ELECTRICAL ENGINEER PRIOR TO CONSTRUCTION.
2. POLE MOUNTED FIXTURE HEIGHIT = 30ft. LIGHTING TO BE 400W, HIGH PRESSURE SODIUM.
3. ALL POLES SHALL BE MOUNTED ON A CONCRETE BASE, 3' IN HEIGHT.
STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS.
4. POLE MOUNTED FIXTURES SHALL BE HUBBELL LIGHTING MODEL NO. RCS-A400H
"SHOEBOX" STYLE OR APPROVED EQUAL.
5. BUILDING MOUNTED FIXTURES SHALL BE HUBBLE LIGHTING MODEL NO. PVL-150S-128 OR APPROVED EQUAL.
7. FIXTURES SHALL BE CONTROLLED BY DUSK TO DAWN PHOTOCELLS, DESIGNED BY OTHERS.
SITE PLAN NOTES:
CD 00
TION OF PLAN SEE SHEET 4 =NNW, 8
FOR CONTINUA J �,
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PROP W Z
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EX CONRAIL RAILROAD wz
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—
�yti ESS NOTE:
� I
ALL VEHICLE TRIPS, INCLUDING EMPLOYEE VEHICLES, HEAVY COMMERCIAL
,/ , .�•'� DELIVERY VEHICLES (CONCRETE MIXER TRUCKS, AGGREGATE DELIVERY TRUCKS,
CEMENT/FLY ASH DELIVERY TANKER TRUCKS) RELATED TO THE DELIVERY OF
RAW MATERIALS AND THE MANUFACTURING AND DELIVERY OF READY -MIX
CONCRETE WILL BE RESTRICTED FROM USING WOODSIDE ROAD FOR ACCESS.
ALL VEHICLE TRIP ACCESS WILL BE ALONG THE INDUSTRIAL ACCESS DRIVEWAY,
WHICH CONNECTS TO BRUCETOWN ROAD.
LOCKED GATES ON WOODSIDE ROAD SHA ._B€- X FEET IN HEIGHT WITH
BARBED WIRE TO MA T ENCING OF THE SITE.
1. THE DRIVER'S BLDG. AND BATCH HOUSE/ADMIN BLDG. SHOWN ON THE PLANS ARE 14'X24' / U
MODULAR SPACES MANUFACTURED BY DESIGN SPACE, INC. OF HOMERVILLE, GEORGIA AND J
DISTRIBUTED BY GE MODULAR SPACE OF BRANDYWINE, MARYLAND. COMPLIANCE CERTIFICATIONS
ALONG WITH DESIGN/FOUNDATION PLANS WILL BE SUBMITTED WITH THE APPLICAITON FOR J
BUILDING PERMIT.
2. CONTRACTOR SHALL NOT DISTURB THE DRAINFIELD AREA. HEAVY EQUIPMENT SHALL NOT
>< N
TRAVERSE IT, NOR SHALL EQUIPMENT OR MATERIALS BE STORED ON IT.
--- BENCHM A
2 NA wpp AN GRADING
ELEV.= LIMITS of CLEARING A TEMP. TANKER _ .
NT p�H ELECTRIC TRANSMISSION 1-INES PROP. BLDG. TRUCK PARKING
�., FOR UNLOADING
150 EASEME MOUNTED LIGHT EX. 6 CHAIN LINK FENCE WITH � � � �
�h OVERHEAD LIMITS OF (TYP.) BARBED WIRE ALONG WOODSIDE
PROP. 5' PRESSURE TREATED CEMENT SILO X _ I I ROAD FRONTAGE (TYP.) W N O
WOOD ACCESSIBLE ROUTE PROP. EG
MAX.HANDRAILS AT 5% PROP. GRAVEL ~
/ 10.86 MASLOPE w x I E-
/ N23'42'47"E 731.75' -25' BRL
5CICL
o,`b BATCH HOUSE/
5' CO CN S W = ADMIN BLDG. 4" ROLLED EX O I W
1`� mac' / �♦ — �, ------
� �'� o CONC PEIR (TYP) - WASHDOWN CURB ti, OUT v�o EX. LOCKING GATE W
SEE STRUCTURAL PLANS / ti o
9' i _------- 1 WITH BARBED WIRE,
N STATION PROP. Q WHICH WILL REMAIN > O
�- (TYP)-------- m 4 CONC BE ` �OCKED CONSISTENT �
375 TON CEMENT SILO o 4 CONIC BERM -----'-- PROP. POLE WITH THE ACCESS
H IGHT = 63 0 -STATION MOUNTED LIG T � OTE SET FORTH z
�....---•- "' (TYP.)
TRAILER � S' �-STATION_ A BO
DR
14'X24' ' Q AGGREGATE BINOLLECTO� � U NC S W __ FRESH WATER
( ) F- x ®ION__4 (TYP)
HEIGHT = 48 H A JUSTM�c
o LDG 8'X10' ; GATE NOTE:
Est" — ( ) PIT 4 8x14x44 0
4' s 20.0' 32,000 GAL. �
28.4 30 44.2 p w .-----------; a; c, DURING EMERGENCY
' 4'x14'x50' " m SITUATIONS THE GATES WILL
AGGREGATE HOPPER 123 FEED I PROP. ;� , ' ::: m o n '
/ '• m 13,000 GAL. o EXTENDED BRL* PROP. DRAINFIELD HEIGHT = 11.95' CONVEYOR WELL ;• TRUCK I x I I BE UNLOCKED TO ALLOW
ACCESS BY EMERGENCY
OVERHEAD DOOR ,..I ti' STATIONS I �- ( o RESPONSE PERSONNEL.
PROP. GRAVEL SURFACE ti
75 BRL ______
DOOR LOC. TYP �; _ m
\ :.... .
AGGR. STORAGE \ �• ____ __ ' I "'
UTILITY ROOM
---- �.
BINS (6' HIGH 1,000-GAL.\(10'X20') ' ••.�.� : •.... -r
vioo_GAL. I KEYBLOCK WALLS) 1' WALL FUEL TANK c°
LIMITS OF CLEARING AND GRADING DOUBLE -WALLED 5 0 (nP) (64" DIA.X6') FRESH WATER PROP. 16' WIDE
—\ l FUEL TANK n ArrorrATU ArrRFrATF ArrRFrATF A(;(;RF(,ATF en��ivri inr (TYP) I BYPASS/EXIT LANE
HILIUM I =b.,56 o . ,
X PROP. 6' �:�3o NOTE SET FORTH
a fBOARD-ON-BOARD ti`'' � 2 ABOVE -i
I PRO. H FENCE c� Q� C w
INV.=617.94 PROP. EP �' �5R o.
_ 1 10"_ _ _ � _ _ �s �,
w
EX ADUSTRIAL ACCESS—BRIVEWA1= EP o vPROP, FP co PROP. EP PRO �� N
a OP. 6 SHOULDER 20 R 31+25
M ON 28.46'
�� -- -- S31'36'25"W 282.35' -- '25
g S31'15'14"W 769.82' INV=619.38
LIMITS OF CLEARING AND GRADING O
* EXTENDED BRL — SECTION 165-24 (7)
PROP RIP -RAP FOR SILOS, 1' EXTENSION FOR EVERY 1' ABOVE 45' PROP RIP -RAP
IRS MAX SILO HEIGHT = 63', EXTENDED BRL = 18'
NOTE: OFF -SITE GRADING
_ TO BE KEPT TO A MINIMUM. 40 20 0 40 80
NOTE: OFF -SITE GRADING
/ \\\ TO BE KEPT TO A MINIMUM. SCALE: 1 " = 40'
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DATE: APRIL 2019
SCALE: 1"=40'
DESIGNED BY: MSS
FILE NO. 6777
SHEET 5 OF 8
o.
OWNER'S SIGNATURE
FREDERICK LAND COMPANY, LC
BRI
LEGEND
EXISTING
BOUNDARY & R/W LINE
EASEMENT LINE
EDGE PAVEMENT
CENTERLINE
^-X-X-X
FENCE LINE
------ ----
GAS LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC LINE
OVERHEAD TELEPHONE LINE
UNDERGROUND TELEPHONE LINE
w EX " . 81411MI
WATER MAIN
BUILDINGS
RETAINING WALL
SIDEWALK
EX. ASP! iALT TRAIL
0""
ASPHALT TRAIL
X X
G G
OHE OHE
UGE - UGE - UGE
_0HT-0HT-0HT
UGE - UGE - UGE
PROP. 8- WZM
4
HEADER CURB
EX. H.Ik"',
CURB & GUTTER ----------
EX, CcSG CG_6 TRANS CG-6R
A 8" '3411, 8" sm.
SANITARY SEWER
A-
E'_X. 214r" RAP 24" RCP
STORM SEWER 7777
DITCH, SWALE OR
SMALL STREAM
--- --- CONCRETE DITCH
,�:� -A R 0@ C' 0
S� VF. @
TREES
_10" '0AK:
O
AZ
(DRIP LINE OF TREES)
LIMITS OF CLEARING & GRADING mmmomm
390
CONTOUR LINE 389
388
0
X SPOT ELEVATION +8650 +87 OTC
P, -4 P- -9
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OWNER
MANAGER:
W.S. FREY COMPANY, INC.
P.O. B 0 X 1 624
YORK, PA 17404
TELEPHONE: (717) 848-2369
A P P L I k-0 A N T
TITAN 0/IRGINIA READY -MIX LLC
22963 CONCRET PLAZA
STERLING, VA 20166
TELEPHONE: (703) 234-1314
FAX: (703) 471-9348
Associates,
William H. Gordon Inc.
Engineers Land -Planners. Landscape Architects- Surveyors
24 West Piccadilly Street, Suite A
Winchester, Virginia 22601
(540) 542-1737
(540) 542-1923 Fax
PROJECT MANAGER.
SCOTT STICKLEY, P.E.
APPROVAL BLOCK
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
Z
THE FREDERICK COUNTY ZONING ADMINISTRATOR DATE
_w m 1-11 1 91 1 R, A
1. COVER SHEET
2. GENERALNOTES
3. OVERALL PLAN VIEW
4. WOODSIDE ROAD PLAN
5. SITE PLAN
6. GRADING PLAN
7. EROSION & SEDIMENT CONTROL PLAN
VICINITY MAP
SCALE: 1 "= 1000'
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PDULY 30, 2004
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LICENSE No.
00 3XI 16AL,
10,
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2090-0101
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GENERAL NOTES
1. THE PROPERTY DELINEATED (ON THIS PLAN IS LOCATED IN INSTRUMENT NUMBER 020002262,
PIN 33-A-133.
2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY MARSH AND
LEGGE LAND SURVEYORS, PLC IIN AUGUST/SEPTEMBER 2003. CONTOUR INTERVAL IS TWO FEET.
3. THE BOUNDARY INFORMATION) IS TAKEN FROM AVAILABLE RECORDS.
4. ALL SPOT SHOTS ARE TO THE TOP OF CURB OR FINISHED GRADE UNLESS OTHERWISE NOTED.
5. SEE COVER SHEET FOR LEGEND OF SYMBOLS USED HEREON.
6. CHANGES OR REVISIONS IN (CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE
UNLESS FIRST APPROVED BY THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND
DEVELOPMENT AND/OR OTHER [REGULATORY AGENCIES.
5 N
1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN
CONFORMANCE WITH CURRENT FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARDS AND SPECIFICATIONS.
2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION.
REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF
ANY CHANGES OR CONDITIONS ,ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.
4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT
OF MUD AND DEBRIS, PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL
APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST
FREE CONDITION AT ALL TIMES.
5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO
STARTING CONSTRUCTION ACTIVITIES.
6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN
THE LIMITS OF CONSTRUCTION ,AND SHALL BE RESPONSIBLE FOR COORDINATING ANY
DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS
AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT.
7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT
UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND
SEDIMENTATION.
8. CONTACT "MISS UTILITY" AT 1-800-522-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY
EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND
UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
9. WILLIAM H. GORDON ASSOCIATES INC. DOES NOT CERTIFY TO THE LOCATION OF OR THE
EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN
HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES
NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO
BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS
BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE
FOUND IN THE FIELD, WHICH AIRE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR
SHALL NOTIFY WILLIAM H. GORDON ASSOCIATES, INC. SO THAT APPROPRIATE REVISIONS IF
WARRANTED CAN BE MADE TO THE PLANS.
10. CONTROLLED FILLS AND SUIB GRADES:
A) CONTROLLED COMPACTIION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHE'
FOR UTILITIES, AND IN ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS.
B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS
DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT
(8) INCHES OF SOILS BELOW T-HE PAVEMENT SUB BASE STONE, WHICH SHALL BE COMPACTED TO
100% OF THIS STANDARD AS DIIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER.
C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO
THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE
APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER.
11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE
CONTRACTOR.
12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH
OTHER APPLICABLE LOCAL, STAIfE AND FEDERAL REQUIREMENTS.
13. CONSTRUCTION BLASTING IS> LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS
OTHERWISE PERMITTED.
14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE
NOTED.
15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN
CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED.
16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION
FOR PAVEMENT AREAS. SOILS TEESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL
DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUB GRADE
TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99
METHOD UNLESS OTHERWISE DIIRECTED BY AN APPROVED GEOTECHNICAL REPORT.
17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE
UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES.
VDOT GENERAL NOTES
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE
VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR
LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS
AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND
REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY,
SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 104.04(C)
OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES,
INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE /
PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY
UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT
APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS
A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY
VDOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY.
V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE
ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.
V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE
FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE
PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE
ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH
CONSTRUCTION. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED
BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (VDCR) IN EROSION AND SEDIMENT
CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS
BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING
AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A
MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY
DRAINAGE FACILITIES AT CONFLICT POINTS.
V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES,
ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ENGINEER AND T VDO . WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN
CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A
VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT
REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION.
WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE
CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT
TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACK FILL IN UTILITY/STORM SEWER TRENCHES SHALL
BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2 % OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF
ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED
BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS.
CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.
V15. VDOT STANDARD CD AND UD UNDER DRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
0
V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY
SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER.
V17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT
MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT
RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES
PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY
DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO
ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED.
V19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE
WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED
COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A
VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE
CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.
V20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS
SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE
TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED
OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT
DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP.
V21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES
AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND
CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO
THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION
IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE
DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER.
V23. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V24. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE
PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO
BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. MAY 1, 2004
PROJECT DESCRIPTION
THE PROPERTY IS LOCATED APPROXIMATELY 5.7 MILES NORTH EAST OF THE CITY OF WINCHESTER, 0.36 MILES EAST OF
MARTINSBURG PIKE (US ROUTE 11) ON WOODSIDE ROAD. THE SITE AREA IS 5.5 ACRES OF WHICH APPROXIMATELY 4.12 ACRES
WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A READY MIX CONCRETE PLANT.
EXISTING SITE CONDITIONS
THE EXISTING SITE IS UNDEVELOPED AND OCCASIONALLY USED FOR AGRICULTURAL PURPOSES.
ADJACENT PROPERTY
THE SITE IS BOUNDED ON ALL SIDES BY PROPERTIES ZONED EM (EXTRACTIVE MANUFACTURING). THE PROPERTY OF THE GLOBE
STONE CHEMSTONE CORP. LIES TO THE EAST OF THE SUBJECT PROPERTY.
REQUIREMENTSZONING
CURRENT ZONING: EM EXTRACTIVE MANUFACTURING
PROPOSED USE: READY -MIX CONCRETE PLANT
ZONING REQUIREMENTS:
MINIMUM SETBACKS: ADJUSTED SETBACK
FOR 63 FT SILO
FRONT: 75 FT MINIMUM 93 FT
SIDE: 25 FT MINIMUM 43 FT.
REAR: 25 FT MINIMUM 43 FT.
PARKING TABULATIONS:
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
PROP. NUMBER OF CONCRETE MIXING TRUCKS TO SERVE FACILITY
CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
= 10
SEDIMENT CONTROL HANDBOOK.
PROP. NUMBER OF EMPLOYEES = 12
STRUCTURAL MEASURES
PROVIDED PARKING:
PHASE I:
35 FOOT TRUCK SPACES = 10
A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING PARKING
20 FOOT SPACES = 12
LOT TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES.
HANDICAP SPACES REQUIRED = 1 SPACE
SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO INTERCEPT AND DETAIN SEDIMENT AND REDUCE FLOWS
HANDICAP SPACES PROVIDED = 1 SPACE
ACROSS THE SITE.
BUILDING HEIGHT:
CHECK DAMS (3.20) SHALL BE PROVIDED AS INDICATED ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS PRIOR TO IT
LEAVING THE SITE
MAXIMUM ALLOWED = 45'
PROPOSED HEIGHT = 12'
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR
EXCEPTION FOR SILO, 1' ADDITIONAL SETBACK FOR EACH 1' ABOVE 45'
GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
SECTION 165-24 (7)
ADDITIONAL SETBACK REQUIREMENTS WITHHELD - SEE ABOVE TABLE
, 3
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. SIGNS:
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR ALL SIGNAGE, BUILDING MOUNTED AND FREESTANDING,
SHALL REQUIRE A PERMIT FROM THE COUNTY AND COMPLY
GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
WITH THE ZONING ORDINANCE
VEGETATIVE MEASURES OUTDOOR LIGHTING:
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS ON ADJOINING PROPERTIES, RIGHT-OF-WAYS, AND
TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. APPROACHING AIRCRAFT
PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6)
MONTHS.
BUILDING INSPECTION DEPARTMENT NOTES:
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY
VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, 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.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE (5) DAYS AFTER BACKFIILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME
THE CHECK DAMS SHALL BE REMOVED.
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.
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.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS.
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
7. FINAL GRADING.
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR.
SEEDING NOTES:
1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH.
2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
(TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE).
4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL
RYE GRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE.
6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL), 304, B (BUSINESS) FOR THE
OFFICE AND 312, U (UTILITY) FOR TANKS, STORAGE BINS AND OTHER STRUCTURES, OF
THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
r
I
2. H., PARKING SHALL BE LABELED AND STRIPED 8r FOR VAN ACCESSIBLE. PLEASE NOTE THAT THE SPACE AND UNLOADING AREA SHALL NOT SLOPE MORE THAN 2% AND THE
SIDEWALK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION
CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER CABO A117.1-98.
3. DESIGN PROFESSIONAL LIC. IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR
PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC
SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.)
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
Power: Allegheny Power Phone: Bell -Atlantic
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
FIRE MARSHALS NOTE
FIRE LANE MARKINGS AND SIGNAGE:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE FLOW DATA:
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW = _
SOURCE:
DATE: _
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FREDERICK LAND COMPANY L.C. 69%
WILLIAM S. FREY & PURDON W. FREY (31 7)
INST. # 020002262
ZONE: EM
PARCEL 133
TOTAL AREA
197389413.59 SF
39.90848 AC
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MAIN ACCESS TO SITE
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
TANGENT
CHORD
CHORD BEARING
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205.62'
1150.00'
1014'40"
103.09'
205.35'
NO3'40'36"W
C2
244.65'
600.00'
23'21'44"
124.05'
242.96'
S02'52'56'W
C3
1103,07'
5759.65'
10*58'23"
553.23'
1101.39'
N27'02'35"E
C41
155.37'
2185.01'
1 4'04'27"
1 77.72'
1 155.34' 1
N58'25'07"W
C5
1 92.82'
1 83.00'
1 64'04'24"
1 51,94'
1 88.06'
1 S88'25'06"E
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CHANGE BASED ON FINAL TEST
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COIMPACTED TO 95% DENSITY
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VD(OT VTM-1 METHOD)
TYPICAL PAVEMENT SECTION
(NOT TO SCALE)
DT-PVMT2
VDOT NOTES:
1. THE DEVELOPER WILL BE RESPONSIBLE FOR MAINTAINING THE ROUTE 671
GRAVEL ROADWAY (BETWEEN ROUTE 11 AND THE PROPOSED ENTRANCE) TO AN
ACCEPTABLE SURFACE, INCLUDING DUST CONTROL CONSISTENT WITH VDOT'S
PRACTICES UNTIL SUCH TIME IT IS PAVED AND/OR REALIGNED.
2. ROUTE 671 IS TO REMAIN A GRAVEL ROAD FOR A MAXIMUM PERIOD OF 2
YEARS FROM THE TIME THE OCCUPANCY PERMIT IS ISSUED. AT THE END OF 2
YEARS, THE DEVELOPER WILL BE REQUIRED TO EITHER PAVE THE ROAD FROM
ROUTE 11 THROUGH THE PROPOSED ENTRANCES OR PARTICIPATE IN A
REALIGNMENT OF ROUTE 671 IF ADDITIONAL INDUSTRIAL DEVELOPMENT OCCURS.
3. TITAN WILL ESTABLISH A $100,000 BOND WITH FREDERICK COUNTY TO BE
UTILIZED FOR PAVING WOODSIDE ROAD OR AS A MATCHING FUND FOR REVENUE
SHARING IMPROVEMENTS ON THE ROADWAY AS DEEMED APPROPRIATE BY
FREDERICK COUNTY AND AS IS REASONABLY REQUIRED.
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1150).00'
1 Ol 4'40"
103.09'
205.35'
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124.05'
242.96'
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57591.65'.
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LIGHTING PLAN NOTES:
1. LIGHTING FOR ILLUSTRATIVE PURPOSES. DESIGN SHALL BE CONFIRMED
BY PROJECT ELECTRICAL ENYGINEER PRIOR TO CONSTRUCTION.
2. POLE MOUNTED FIXTURE HElIGHT 30ft. LIGHTING TO BE 400% HIGH PRESSURE SODIUM.
3. ALL POLES SHALL BE MOUNITED ON A CONCRETE BASE, 3' IN HEIGHT.
STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS.
4. POLE MOUNTED FIXTURES SMALL BE HUBBELL LIGHTING MODEL NO. RCS-A400H
"SHOEBOX" STYLE OR APPROVED EQUAL
5. BUILDING MOUNTED FIXTURES SHALL BE HUBBLE LIGHTING MODEL NO. PVL-150S-128 OR
APPROVED EQUAL.
7. FIXTURES SHALL BE CONTR(DLLED BY DUSK TO DAWN PHOTOCELLS, DESIGNED BY OTHERS.
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SITE PLAN NOITES:
1. THE DRIVER'S BLDG. AND BATCH HOUSE/ADMIN BLDG. SHOWN ON THE
PLANS ARE 14'X24' MODULAR SPACES MANUFACTURED BY DESIGN SPACE,
INC. OF HOMERVILLE, GEORGIA AND DISTRIBUTED BY GE MODULAR SPACE
OF BRANDYWINE, MARYLAND. COMPLIANCE CERTIFICATIONS ALONG WITH
DESIGN/FOUNDATION PLANS WILL BE SUBMITTED WITH THE APPLICAITON FOR
BUILDING PERMIT.
2. CONTRACTO)R SHALL NOT DISTURB THE DRAINFIELD AREA. HEAVY
EQUIPMENT SHALL NOT TRAVERSE IT, NOR SHALL EQUIPMENT OR MATERIALS
BE STORED OIN IT.
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WOOD ACCESSIBLE ROUTE P: EG
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STORM CULVERT RUN 11-1 4
Culvert Report Summary
STORM WATER MANAGEMENT NARRATIVE:
Storm water management and related drainage solutions are proposed with the Titan Virginia Ready -Mix LLC site
development. In order to not only maintain the pre -development discharge rates, but also to obtain a higher
storm water run-off quality, utilization of the downstream reservior is proposed as part of the storm water
management plan. Run-off which is not routed through the reservior is limited to parking areas and is kept at
the pre -development rate.
The reservior to be utilized for storm water management and quality control is to the south-east on the
property of the Global Stone Chemstone Corporation and is being used for extractive manufacturing processes.
Currently approximately 50% of the pre -developed storm water volume from the Titan site is discharging into the
reservior. For post -development conditions, this will be increased to approximately 85%. Currently approximately
50% of the site run-off is discharging to the north toward Woodside Road into a vacant lot. For
post -development conditions, this area will receive only 15% of site run-off. The increased run-off coefficient
however allows the pre- and post -development discharge rates to remain the same.
Structure #
Length
Constructed Slope
Upstream Invert
Downstream Invert
Velocity Downstream I Discharge
Computed HW Elevation
Section Size
Section Shape
Section Material
# of Pipes
Inlet/Outlet Control
(ft)
(ft / ft)
(ft)
(ft)
(ft per. sec)
(cfs)
(ft)
(in)
10 - 9
50
0.0044400
617.94
617.72
2.63 8.11
619.21
18
Circular
Concrete
1
Outlet
12 - 11
50
0.005000
619.63
619.38
_
2.25 3.41
620.79
18
Circular
Concrete
2
Outlet
STONE CONSTRUCTION ENTRANCE
EXISTING
PAVEMENT
• S 1. 1
a
12
II-11=11=II-II-II-� �, ••� � , •• ••70216A•�
11=II-II-I = 1= -
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1=n= n=u= au --ul I. 111111� 'L4 L•• L%• I.
1 1 1 1 1 1.I 1
I 1• 1 . •
FILTER CLOTH
REINFORCED CONCRETE
EM-302
12' MIN.
SECTION A -A
SECTION B-B DRAIN SPACE
3" MIN.
CONSTRUCTION OF A SILT .FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
=1 I
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
PIPE OUTLET PROTECTION
A A
SECTION A -A
FILTER CLOTH
A
L
La
a% -�
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
I-i -�
rII�II II- d
-KEY IN6"-9";
RECOMMENDED FOR
ENTIRE PERIMETER
r_1
PIPE OUTLET TO WELL
DEFINED CHANNEL
o% 1
II II II- d
SECTION A -A
FILTER CLOTH KEY IN 6" - 9";
RECOMMENDED FOR
ENTIRE PERIMETER
NOTES:
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 & 3.18-4.
3. d=1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
ESD-318
FINISHED GRADE, a SEE PLANS FOR
SEE SITE PLAN REINFORCEMENT
o a o o
6 - CONCRETE BERM (SECTION)
NOT TO SCALE
FINISHED GRADE,
SEE SITE PLAN
FINISHED GRADE,
SEE SITE PLAN
5'-0"
SEE PLANS FOR
REINFORCEMENT
10�1 _47�7
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7 - CONCRETE SWALE (SECTION)
NOT TO SCALE
SEE PLANS FOR REINFORCEMENT
'j>
'I=ill=1 ���.,•®.,•e ,•p.,,•o.,,•� ,.e ,.�
CONC. SLAB ROLLED CURB (SECTION)
NOT TO SCALE
Discharge to North Woodside Road
1
Ru
Rainfall
Area
Coefficient
Intensi
Discharge
ac.
in/ttr
cfs
Pre -Development
1.61
0.31
6.8
3.39
Post -Development
0.57
0.86
6.8
3 33
NOTE: OPTIONAL STONE COMBINATION IS REQUIRED
BY THE FREDERICK COUNTY ENGINEERING DEPT.
FLOW
SILT FENCE CULVERT INLET
PROTECTION
IF FLOW
o} IS TOWARD EMBANKMENT
_1
sL
OPTIONAL STONE COMBINATION
VDOT #3, #357 OR #5 COARSE AGGREGATE
TO REPLACE SILT FENCE IN HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
CLASS 1 RIPRAP
CIP
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OWNER'S SIGNATURE:
FREDERICK LAND COMPANY, LC D
TE
LEGEND
EXISTING
--
BOUNDARY & R/W LINE
EASEMENT LINE
EDGE PAVEMENT
-
CENTERLINE
x x
x - x
FENCE LINE
GAS LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC LINE
OVERHEAD TELEPHONE LINE
- UNDERGROUND TELEPHONE LINE
F.
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WATER MAIN
y yyI
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Vj X C
PROPOSED
X X
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UGE UGE UGE
❑HT ❑HT ❑HT
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PROP. 8m W M
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EX, ASPHALT TRAIL
ASPHALT TRAIL
�l`,`�.Fre,� �W HEADER CURB
H.C.
CURB & GUTTER , 1 : , ,
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"X`�
EX. 6" Sia4, omkA
8 SAN.
SANITARY SEWER
1 r EX \
3 A!3
EX. 241" RCP I 24° RCP
STORM SEWER
DITCH, SWALE OR —�
SMALL STREAM --��—
_. CONCRETE DITCH —#-
' SAVE TREES AR CC
',n' f^hK
(DRIP LINE OF TREES)
LIMITS OF CLEARING & GRADING
390
- - CONTOUR LINE 389
388
SPOT ELEVATION +86 50 +87 OTC
fI IL
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22963 CONCRETE PLAZA
STERLING, VA 20166
TELEPHONE: (703) 234-1314
FAX: (703) 471-9348
William H. Gordon Associates, Inc.
Engineers Land •Planners•Landscape Architects- Surveyors
24 West Piccadilly Street, Suite A
Winchester, Virginia 22601
(540) 542-1737
(540) 542-1923 Fax
PROJECT MANAGER.
SCOTT STICKLEY, P.E.
APPROVAL BLOCK
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DAI
5p *5 Q- �
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GENERAL NOTES
1. THE PROPERTY DELINEATED ON TfHIS PLAN IS LOCATED IN INSTRUMENT NUMBER 020002262,
PIN 33-A-133.
2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY MARSH AND
LEGGE LAND SURVEYORS, PLC IN AIUGUST/SEPTEMBER 2003. CONTOUR INTERVAL IS TWO FEET.
3. THE BOUNDARY INFORMATION IS TAKEN FROM AVAILABLE RECORDS.
4. ALL SPOT SHOTS ARE TO THE TOP OF CURB OR FINISHED GRADE UNLESS OTHERWISE NOTED.
5. SEE COVER SHEET FOR LEGEND OF SYMBOLS USED HEREON.
6. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE
UNLESS FIRST APPROVED BY THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND
DEVELOPMENT AND/OR OTHER REGULATORY AGENCIES.
1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN
CONFORMANCE WITH CURRENT FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARDS AND SPECIFICATIONS.
2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION.
REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF
ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.
4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT
OF MUD AND DEBRIS, PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL
APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST
FREE CONDITION AT ALL TIMES.
5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO
STARTING CONSTRUCTION ACTIVITIES..
6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN
THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY
DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS
AND COORDINATING THEIR ABANDONIMENT WITH THE HEALTH DEPARTMENT.
7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT
UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND
SEDIMENTATION.
8. CONTACT "MISS UTILITY" AT 1-8100-522-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY
EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND
UTILITIES. THE CONTRACTOR IS RESPPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
9. WILLIAM H. GORDON ASSOCIATES„ INC. DOES NOT CERTIFY TO THE LOCATION OF OR THE
EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN
HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES
NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN
SHOWN. THE CONTRACTOR SHALL BIE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO
BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS
BETWEEN NEW AND EXISTING FACILITHES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE
FOUND IN THE FIELD, WHICH ARE WATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR
SHALL NOTIFY WILLIAM H. GORDON ,ASSOCIATES, INC. SO THAT APPROPRIATE REVISIONS IF
WARRANTED CAN BE MADE TO THE PLANS.
10. CONTROLLED FILLS AND SUB GRADES:
A) CONTROLLED COMPACTION 'SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES
FOR UTILITIES, AND IN ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS.
B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS
DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT
(8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE STONE, WHICH SHALL BE COMPACTED TO
100% OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER.
C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO
THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE
APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER.
11. ALL TESTS, STUDIES, ETC., REWIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE
CONTRACTOR.
12. THE APPROVAL OF THESE PLANIS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH
OTHER APPLICABLE LOCAL, STATE AIND FEDERAL REQUIREMENTS.
13. CONSTRUCTION BLASTING IS LIWITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS
OTHERWISE PERMITTED.
14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE
NOTED.
15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN
CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED.
16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION
FOR PAVEMENT AREAS. SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL
DETERMINATION OF REQUIRED SUB (BASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUB GRADE
TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99
METHOD UNLESS OTHERWISE DIRECTFED BY AN APPROVED GEOTECHNICAL REPORT.
17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE
UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES.
VDOT GENERAL NOTES
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE
VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR
LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS
AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND
REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY,
SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 104.04(C)
OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES,
INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE /
PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY
UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT
APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS
A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY
VDOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY.
V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE
ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.
V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE
FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE
PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE
ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH
CONSTRUCTION. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED
BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (VDCR) IN EROSION AND SEDIMENT
CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS
BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING
AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A
MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY
DRAINAGE FACILITIES AT CONFLICT POINTS.
V12. ANY UNUSUAL SUBSURFACE CONDITIONS UNSUITABLE (E.G.,
NS BLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES,
ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN
CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A
VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT
REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION.
WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE
CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT
TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACK FILL IN UTILITY/STORM SEWER TRENCHES SHALL
BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2 % OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF
ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED
BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS.
CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.
V15. VDOT STANDARD CD AND UD UNDER DRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY
SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER.
V17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT
MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT
RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES
PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY
DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO
ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED.
V19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE
WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED
COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A
VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE
CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.
V20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS
SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE
TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED
OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT
DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP.
V21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES
AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND
CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO
THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION
IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE
DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER.
V23. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V24. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE
PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO
BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. MAY 1, 2004
PROJECT DESCRIPTION.
THE PROPERTY IS LOCATED APPROXIMATELY 5.7 WILES NORTH EAST OF THE CITY OF WINCHESTER, 0.36 MILES EAST OF
MARTINSBURG PIKE (US ROUTE 11) ON WOODSIDE ROAD. THE SITE AREA IS 5.5 ACRES OF WHICH APPROXIMATELY 4.12 ACRES
WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A READY MIX CONCRETE PLANT.
EXISTING SITE CONDITIONS
THE EXISTING SITE IS UNDEVELOPED AND OCCASIONALLY USED FOR AGRICULTURAL PURPOSES.
ADJACENT PROPERTY
THE SITE IS BOUNDED ON ALL SIDES BY PROPERTIES ZONED EM (EXTRACTIVE MANUFACTURING). THE PROPERTY OF THE GLOBE
STONE CHEMSTONE CORP. LIES TO THE EAST OF THE SUBJECT PROPERTY.
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
PHASE I:
A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING PARKING
LOT TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES.
SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO INTERCEPT AND DETAIN SEDIMENT AND REDUCE FLOWS
ACROSS THE SITE.
ZONING REQUIREMENTS
CURRENT ZONING: EM EXTRACTIVE MANUFACTURING
PROPOSED USE: READY -MIX CONCRETE PLANT
ZONING REQUIREMENTS:
MINIMUM SETBACKS: ADJUSTED SETBACK
FOR 63 FT SILO
FRONT: 75 FT MINIMUM 93 FT.
SIDE: 25 FT MINIMUM 43 FT.
REAR: 25 FT MINIMUM 43 FT.
PARKING TABULATIONS:
PROP. NUMBER OF CONCRETE MIXING TRUCKS TO SERVE FACILITY
= 10
PROP. NUMBER OF EMPLOYEES = 12
PROVIDED PARKING:
35 FOOT TRUCK SPACES = 10
20 FOOT SPACES = 12
HANDICAP SPACES REQUIRED = 1 SPACE
HANDICAP SPACES PROVIDED = 1 SPACE
BUILDING HEIGHT:
CHECK DAMS (3.20) SHALL BE PROVIDED AS INDICATED ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS PRIOR TO IT MAXIMUM ALLOWED = 45°
LEAVING THE SITE
PROPOSED HEIGHT = 12'
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR EXCEPTION FOR SILO, 1' ADDITIONAL SETBACK FOR EACH 1' ABOVE 45'
GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. SECTION 165-24 (7)
ADDITIONAL SETBACK REQUIREMENTS WITHHELD - SEE ABOVE TABLE
PHASE II:
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. SIGNS:
ALL SIGNAGE, BUILDING MOUNTED AND FREESTANDING,
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR SHALL REQUIRE A PERMIT FROM THE COUNTY AND COMPLY
GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. WITH THE ZONING ORDINANCE
VEGETATIVE MEASURES OUTDOOR LIGHTING:
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS ON ADJOINING PROPERTIES, RIGHT-OF-WAYS, AND
TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. APPROACHING AIRCRAFT
PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6)
MONTHS.
BUILDING INSPECTION DEPARTMENT -NOTES:
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY
VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED
(HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
AS POSSIBLE.
I NQUICKLY
C N AND END AS
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEG
Q
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.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME
THE CHECK DAMS SHALL BE REMOVED.
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.
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.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS.
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
7. FINAL GRADING.
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR.
SEEDING NOTES:
1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH.
2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
(TOP 4-6 INCHES) AT A RATE OF 90 LBS_ PER 1000 S.F. (2 TONS PER ACRE).
4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL
RYE GRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE.
6. STRAW MULCH SHALL BE APPLIED TO ALL 'SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL), 304, B (BUSINESS) FOR THE
OFFICE AND 312, U (UTILITY) FOR TANKS, STORAGE BINS AND OTHER STRUCTURES, OF
THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
2. HC PARKING SHALL BE LABELED AND STRIPED 8 FOR VAN ACCESSIBLE. PLEAS
E NOTE
THAT THE SPACE AND UNLOADING AREA SHALL NOT SLOPE MORE THAN 2% AND THE
SIDEVVr:LK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION
CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER CABO A117.1-98.
3. DESIGN PROFESSIONAL LIC. IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR
PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC
SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.)
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
Power: Allegheny Power Phone: Bell -Atlantic
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 21741 Baltimore, MD 21297
1-800-654-3317 (301) 954-6282
IRE MARSHAL'S NOTE
FIRE LANE MARKINGS AND SIGNAGE:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE FLOW DATA:
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW = _
SOURCE:
DATE:
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PROPOSED LEASE AREA
244,126.41 SF
5.60437 AC
257.91'
S31'27'49
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N/F
PIN 33-A-133
FREDERICK LAND COMPANY, L.C. (69%)
WILLIAM S. FREY & PURDON W. FREY (31 7)
INST. # 020002262
ZONE: EM
PARCEL 133
TOTAL AREA
1,738,413.59 SF
39.90848 AC
MAIN ACCESS TO SITE
S33'50'50"W 34$
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
TANGENT
CHORD
CHORD BEARING
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205.62'
1150.00'
1014'40"
103.09'
205.35'
NO3'40'36"W
C2
244.65'
600.00'
23'21'44"
124.05'
242.96'
S02'52'56"W
C3
1103.07'
5759.65'
10*58'23"
553.23'
1101.39'
N27'02'35"E
C4
1 155.37'
2185.01'
4704'27"
77.72'
155.34'
N58'25'07"W
C51
92.82'
83.00
64'04'24"
1 51.94'
1 88.06'
S88'25'06"E
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AREA TABULATIONS
PARCEL 133 TOTAL AREA 1,738,413.59 SF 39.90848 AC
PROPOSED LOT 244,126.41 SF 5.60437 AC w
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1 1 /2" SM-2A (ASPHALT)
4" BM-2 (ASPHALT)
8" 21-A (STONE BASE)
,N BASED ON CBR VALUE
SECTION SUBJECT TO
""-COMPACTED CHANGE BASED ON FINAL TEST
SUBGRADE OF ACTUAL SUBGRADE MATERIALS.
COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM -1 METHOD)
TYPICAL PAVEMENT SECTION
(NOT TO SCALE)
DT-PVMT2
VDOT NOTES:
1. THE DEVELOPER WILL BE RESPONSIBLE FOR MAINTAINING THE ROUTE 671
GRAVEL ROADWAY (BETWEEN ROUTE 11 AND THE PROPOSED ENTRANCE) TO AN
ACCEPTABLE SURFACE, INCLUDING DUST CONTROL CONSISTENT WITH VDOT'S
PRACTICES UNTIL SUCH TIME IT IS PAVED AND/OR REALIGNED.
2. ROUTE 671 IS TO REMAIN A GRAVEL ROAD FOR A MAXIMUM PERIOD OF 2
YEARS FROM THE TIME THE OCCUPANCY PERMIT IS ISSUED. AT THE END OF 2
YEARS, THE DEVELOPER WILL BE REQUIRED TO EITHER PAVE THE ROAD FROM
ROUTE 11 THROUGH THE PROPOSED ENTRANCES OR PARTICIPATE: IN A
REALIGNMENT OF ROUTE 671 IF ADDITIONAL INDUSTRIAL DEVELOPMENT OCCURS.
3. TITAN WILL ESTABLISH A $100,000 BOND WITH FREDERICK COUNTY TO BE
UTILIZED FOR PAVING WOODSIDE ROAD OR AS A MATCHING FUND FOR REVENUE
SHARING IMPROVEMENTS ON THE ROADWAY AS DEEMED APPROPRIATE BY
FREDERICK COUNTY AND AS IS REASONABLY REQUIRED.
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CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
TANGENT
CHORD
CHORD BEARING
C1
205.62'
1150.00'
1O'14'40"
103.09'
205.35'
NO3'40'36"W
C2
244.65'
600.00'
23'21'44"
124.05'
242.96'
S02'52'56"W
C3
1103.07'
5759.65'
10*58'23"
553.23'
1101.39
N27'02'35"E
C4
155.37'1
2185.01'
4'04'27"
77.72'
155.34'
N58'25'07"W
C5
92.82'
83.00'
64'04'24"
51.94'
88.06'
S8825'06"E
LIGHTING PLAN NOTES:
1. LIGHTING FOR ILLUSTRATIVE PURPOSES. DESIGN SHALL BE CONFIRMED
BY PROJECT ELECTRICAL ENGINEER PRIOR TO CONSTRUCTION.
2. POLE MOUNTED FIXTURE HEIGHT = 30ft. LIGHTING TO BE 40OW, HIGH PRESSURE SODIUM.
3. ALL POLES SHALL BE MOUNTED ON A CONCRETE BASE, 3' IN HEIGHT.
STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS.
4. POLE MOUNTED FIXTURES SHALL BE HUBBELL LIGHTING MODEL NO. RCS-A400H
"SHOEBOX" STYLE OR APPROVED EQUAL.
5. BUILDING MOUNTED FIXTURES SHALL BE HUBBLE LIGHTING MODEL NO. PVL-150S-128 OR
APPROVED EQUAL.
7. FIXTURES SHALL BE CONTROLLED BY DUSK TO DAWN PHOTOCELLS, DESIGNED BY OTHERS.
SITE PLAN NOTES:
FOR CONTINUATION OF PLAN SEE SHEET 4
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1. THE DRIVER'S BLDG. AND BATCH HOUSE/ADMIN BLDG. SHOWN ON THE
PLANS ARE 141)X24' MODULAR SPACES MANUFACTURED BY DESIGN SPACE,
INC. OF HOMERVILLE, GEORGIA AND DISTRIBUTED BY GE MODULAR SPACE
OF BRANDYWINE, MARYLAND. COMPLIANCE CERTIFICATIONS ALONG WITH
DESIGN/FOUNDATION PLANS WILL BE SUBMITTED WITH THE APPLICAITON FOR
BUILDING PERMIIT.
2. CONTRACTOR SHALL NOT DISTURB THE DRAINFIELD AREA. HEAVY
EQUIPMENT SHALL NOT TRAVERSE IT, NOR SHALL EQUIPMENT OR MATERIALS
BE STORED ONI IT.
LIMITS OF CLEARING AND GRADING
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LINES
IF PROP. BLDG. TRUCK PARKING
,EASEMENT O�N ELECTRIC FOR UNLOADING PROP. 6' BOARD-ON-BOARD
150 MOUNTED LIGHT ._
w� 4 FENCE ALONG WOODSIDE
OVERHEAD LIMITS OF (TYP.)
l ('r►„UKIT cu 1)7 �— -� ROAD FRONTAGE (TYP.)
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DRIVERS BLDG.
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PROP. MONUMENT SIGN,
AREA=27.77 SQ. FT.,
HEIGHT=6.33' + o
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STORM DRAIN INLET PROTECTION
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LIMITS OF CLEARING & GRADING
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Culvert Report Summary
STORM WATER MANAGEMENT NARRATIVE:
Storm water management and related drainage solutions are proposed with the Titan Virginia Ready —Mix LLC site
development. In order to not only maintain the pre —development discharge rates, but also to obtain a higher
storm water run—off quality, utilization of the downstream reservior is proposed as part Of the storm water
management plan. Run—off which is not routed through the reservior is limited to parking areas and is kept at
the pre —development rate.
The reservior to be utilized for storm water management and quality control is to the south—east on the
property of the Global Stone Chemstone Corporation and is being used for extractive manufacturing processes.
Currently approximately 50% of the pre —developed storm water volume from the Titan site is discharging into the
reservior. For post —development conditions, this will be increased to approximately 85%. Currently approximately
50% of the site run—off is discharging to the north toward Woodside Road into a vacant lot. For
post —development conditions, this area will receive only 15% of site run—off. The increased run—off coefficient
however allows the pre— and post —development discharge rates to remain the some.
Structure #
Length
Constructed Slope
Upstream Invert
Downstream Invert
Velocity Downstream
Discharge
Computed HW Elevation
Section Size
Section Shape
Section Material
# of Pipes
Inlet/Outlet Control
(ft)
(ft / ft)
(ft)
(ft)
(ft per. sec)
(Cfs)
(ft)
(in)
10 - 9
50
0.00W0
617.94
617.72
2.631
8.11
1 619.21
18
Circular
Concrete
1
Outlet
12 - 11
1 50
0.005(000
619.63
619.38
Z25
1 3.41
620.79 118
Circular
Concrete
2
Outlet
STONE CONSTRUCTION ENTRANCE
FILTER CLOTH 6" MIN. J
A
SIDE ELEVATION
EXISTING 75' MIN.
GROUND
B WASHRACK 10' MIN.
(OPTIONAL)
12' MIN*
POSITIVE DRAINAGE
VDOT #1 COURSE B TO SEDIMENT
AGGREGATE TRAPPING DEVICE
* MUST EXTEND FULL WIDTH OF
INGRESS AND EGRESS OPERATION PLAN VIEW
"` SECTION A -A
REINFORCED CONCRETE
EM-302
Jtl� I IUIV t�-�
EXISTING
PAVEMENT
BERM (OPTIONAL)
"w --EXISTING
PAVEMENT
10' MIN.
T
DRAIN SPACE
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
Ir IIIIII■
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
—I�
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
URC : Ada J —tnpted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
PIPE OUTLET PROTECTION
A A
1 L/11Y YII-.�
SECTION A -A
FILTER CLOTH
A
L
La
a% -3
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
A11�11 1P d
_KEY IN 6" - 9";
RECOMMENDED FOR
ENTIRE PERIMETER
I1
PIPE OUTLET TO WELL
DEFINED CHANNEL
0% 1 -�-
II II II- d
SECTION A -A
FILTER CLOTH KEY IN 6" - 9";
RECOMMENDED FOR
ENTIRE PERIMETER
NOTES:
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2_ La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 & 3.18-4.
3. d=1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
Em-318
FINISHED GRADE, SEE PLANS FOR
SEE SITE PLAN
REI'NDFO_ RCE' MD E_ NT
ic,D' o o
6 CONCRETE BERM (SECTION)
NOT TO SCALE
'
5'-0'
FINISHED GRADE,
SEE SITE PLAN
SEE PLANS FOR
REINFORCEMENT
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CONC. SLAB ROLLED CURB (SECTION)
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f
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Area Coefficient Intensity Discharge
ac. nthr) (`Cfs
Pre -Development 1.61 0.31 6.8 3.39
Post -Development 0.57 1 0.86 6.8 3.33
NOTE: OPTIONAL STONE COMBINATION IS REQUIRED
BY THE FREDERICK COUNTY ENGINEERING DEPT.
SILT FENCE CULVERT INLET
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O
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