HomeMy WebLinkAbout24-19 Site PlanGEODIS TRAILER PARKING ADDITION SITE PLAN (SP #24-19)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
SCALE: 1" = 1000'
PROJECT LOCATION
SHEET DESCRIPTION SHEET NUMBER
COVER SHEET.......................................................................................
EXISTING CONDITIONS.........................................................................
INITIAL E&SC PLAN................................................................................
SITE PLAN...............................................................................................
GRADING AND FINAL E&SC PLAN........................................................
LANDSCAPE PLAN.................................................................................
LIGHTING PLAN......................................................................................
STORMWATER MANAGEMENT PLAN..................................................
LIGHTING DETAILS................................................................................
E&SC NOTES..........................................................................................
E&SC AND CONSTRUCTION DETAILS.................................................
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
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CURRENT OWNER:
REFERENCE:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
FLOODPLAIN:
DISTURBED AREA:
FI DEVELOPMENT SERVICES, L.P.
INST #20426
TM 43-A-63A
STONEWALL MAGISTERIAL DISTRICT
SP #44-06
WAREHOUSE/DISTRIBUTION
29.04 AC.
M1
100 TYSON DRIVE
WINCHESTER, VA 22603
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL
1.46 ACRES
PROJECT CONTACTS:
OWNER/DEVELOPER:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
CONTRACTOR:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
FI DEVELOPMENT SERVICES, L.P.
7101 EXECUTIVE CENTER DRIVE
SUITE 333
BRENTWOOD, TN 37027
(540) 409-3197
EDWARD.CIASTON@GEODIS.COM
EDWARD CIASTON
TBD
DICE ENGINEERING, PLC
101 SHELBY CT.
WINCHESTER, VA 22602
(540) 974-5157
(540) 723-4868
DDUNLAP@DICE-ENG.COM
DENNIE DUNLAP
ELECTRIC COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
WATER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
SEWER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
GAS COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
PHONE COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
SHENANDOAH VALLEY ELECTRIC CO-OP
3463 VALLEY PIKE
WINCHESTER, VA 22602
(540) 450-0111
FREDERICK WATER
P.O. BOX 1877
WINCHESTER, VA 22604
(540) 868-1061
FREDERICK WATER
P.O. BOX 1877
WINCHESTER, VA 22604
(540) 868-1061
SHENANDOAH GAS
350 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 868-7925
VERIZON
404 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 665-3153
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FREDERICK COUNTY
SP #24-19
07-16-2019
PROJECT NOTES:
GENERAL NOTES:
CONSTRUCTION NOTES:
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
EXP. DATE:
PHONE NO.:
THE RESPONSIBLE LAND DISTURBER IS THE PARTY
RESPONSIBLE FOR CARRYING OUT THE LAND
DISTURBING ACTIVITY AS SET FORTH IN THE PLANS.
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FI DEVELOPMENT SERVICES, L.P.
TM 43-A-63A
29.04 ACRES
ZONED: M-1
USE: INDUSTRIAL DE
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FREDERICK COUNTY
SP #24-19
07-16-2019
TYSON DRIVE (RTE. 863)
(80' R/W)
REMOVE EX. (6) TREES WITHIN
LIMITS OF DISTURBANCE
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FREDERICK COUNTY
SP #24-19
07-16-2019
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FREDERICK COUNTY
SP #24-19
07-16-2019
40
HEAVY-DUTY WHEEL STOP
(TYP. OF 40)
10' WIDE CONC.
DOLLY STRIP R25'R25'
E.
P
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E.
P
.
2' WIDE GRAVEL DIAPHRAGM
ALONG EDGE OF EXISTING
PAVEMENT FOR STORMWATER
PRE-TREATMENT (500' LONG)
12'55'
60'
SAW-CUT 12" OF
EX. PAVEMENT
85'
38'HEAVY-DUTY ASPHALT
PAVEMENT
10' x 8' GUARD SHACK
HEIGHT = 8' (±)
CONC. BOLLARD
(TYP. OF 3)
E.P.
LIGHT POLE
(TYP. OF 4)
LIGHT POLELIGHT POLE
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NOTE:
1. NO CURB AND GUTTER IS PROPOSED AROUND THE PERIMETER OF THE TRAILER PARKING
AREA IN ORDER TO IMPLEMENT LOW IMPACT DEVELOPMENT DESIGN AS ALLOWED IN THE
FREDERICK COUNTY ZONING ORDINANCE §165-201.01(D)(3)(c).
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FREDERICK COUNTY
SP #24-19
07-16-2019
10' x 8' GUARD SHACK
F.F. = 716.25
721.60719.20
718.60
718.25
721.00
720.80
720.45
719.00717.00
714.20
716.70 716.70
1.
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FREDERICK COUNTY
SP #24-19
07-16-2019
LANDSCAPING NOTES:
1. OWNER OF PROPERTY SHALL MAINTAIN REQUIRED
LANDSCAPING IN GOOD CONDITION.
2. SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION
WITH THE REQUIREMENT THAT NEWLY SELECTED SPECIES
PROVIDE THE SAME VISUAL EFFECT.
3. PRIOR TO PLANT SPECIES SUBSTITUTION WRITTEN APPROVAL
MUST BE GRANTED BY THE FREDERICK COUNTY PLANNING
DEPARTMENT.
4. ALL PLANTING SHALL CONFORM WITH 165-203.01B OF THE
FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION,
PLANTING PROCEDURE, AND MAINTENANCE).
5. NO TREES OR SHRUBS SHALL BE PLACED WITHIN ANY
FREDERICK WATER EASEMENT.
6. ANY ADDITIONAL EXISTING TREES SHALL BE REPLACED IF
DISTURBED DURING CONSTRUCTION.
QUANT.
PLANT SCHEDULE
COMMON NAMEBOTANICAL NAME REMARKS
Red OakQuercus rubra 2" Caliper11
Thornless Honey LocustGleditsia triacanthos inermis8
TYPE
Interior & Perimeter Tree
PERIMETER LANDSCAPING:
REQUIRED:
·1 TREE FOR EVERY 2,000 SQ. FT. OF IMPERVIOUS AREA
FOR FIRST 100,000 SQ. FT. OF ENTIRE SITE. + 1 TREE FOR
EVERY 5,000 SQ. FT. IN EXCESS OF FIRST 100,000 SQ. FT.
OF ENTIRE SITE.
·CURRENT SITE CONDITIONS EXCEED 100,000 SQ. FT. OF
IMPERVIOUS AREA, THEREFORE 1 TREE REQUIRED FOR
EACH 5,000 SQ. FT. OF NEW IMPERVIOUS AREA
·TOTAL NEW IMPERVIOUS AREA = 41,004 SQ. FT.
·(41,004 / 5,000) = 9 TREES
·6 EXISTING TREES TO BE REPLACED
·THEREFORE 15 TOTAL TREES REQUIRED
PROVIDED:
·15 TREES AROUND PERIMETER OF PARKING AREA
INTERIOR LANDSCAPING:
REQUIRED:
·MINIMUM OF 5% OF INTERIOR PARKING LOTS
SHALL BE LANDSCAPED WITH SHADE TREES.
·TOTAL INTERIOR PARKING AREA = 41,004 SQ. FT.
·(0.05) * 41,004 = 2,050 SQ. FT.
·1 SHADE TREE FOR EVERY 10 PARKING SPACES
·40 SPACES / 10 = 4 REQUIRED TREES
PROVIDED:
·DUE TO NATURE OF TRUCK/TRAILER USE OF
PARKING AREA, NO INTERIOR LANDSCAPING IS
PROVIDED
·4 SHADE TREES (OUTSIDE PARKING AREA)
RED OAK
LEGEND:
THORNLESS HONEY LOCUST
2" Caliper Interior & Perimeter Tree
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0.4 0.8 1.3 1.8 1.8 1.5
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1.5 0.4
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3.4
1.71.3 1.4 1.4
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4.8 3.2 1.7 0.9 0.4
4.1 0.9
4.6 2.2 1.0 0.4
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FREDERICK COUNTY
SP #24-19
07-16-2019
10' x 8' GUARD SHACK
HEIGHT = 8' (±)
NOTES:
1. LIGHTING DESIGN BY RCD, INC.
2. ALL PROPOSED LIGHTING SHALL BE FULL CUTOFF FIXTURES AND
CONFORM TO THE REQUIREMENTS IN THE FREDERICK COUNTY
ZONING ORDINANCE SECTION 165-201.07.
3. LIGHT POLES LESS THAN 20' IN HEIGHT REQUIRE ELECTRICAL
PERMITS. LIGHT POLES EXCEEDING 20' IN HEIGHT REQUIRE A
DESIGN ON THE POLE AND POLE BASE. THE DESIGN SHALL BE BY A
REGISTERED DESIGN PROFESSIONAL IN THE STATE OF VIRGINIA.
LIGHT POLE
LIGHT POLE
LIGHT POLELIGHT POLE
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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FREDERICK COUNTY
SP #24-19
07-16-2019
PRE-DEVELOPMENT PLAN POST-DEVELOPMENT PLAN
FLOW PATH (TYP.)FLOW PATH (TYP.)
SCC #1
A
B
B
C
C
D
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B
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PRE-DEV. 'A'
AREA = 3.46 AC.
CN = 81
Tc = 19 MIN.
PRE-DEV. 'B'
AREA = 2.55 AC.
CN = 84
Tc = 32 MIN.
POST-DEV. 'A'
AREA = 3.22 AC.
CN = 81
Tc = 19 MIN.
POST-DEV. 'B'
AREA = 2.79 AC.
CN = 89
Tc = 30 MIN.
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FREDERICK COUNTY
SP #24-19
07-16-2019
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EROSION CONTROL NOTES:
SHEET NUMBER:
JOB NO.: 18-16
C-10
1. THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION CONFERENCE
WITH THE FREDERICK COUNTY EROSION AND SEDIMENT CONTROL DIRECTOR 48
HOURS PRIOR TO BEGINNING WORK.
2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE
CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE
PRIOR TO ALL CONSTRUCTION.
3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE
CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED
REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED,
SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION).
6. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE
PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET
CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
7. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE
STRUCTURE AND TO PREVENT PONDING IN SWALES.
8. 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 (UNDISTURBED) FOR LONGER THAN 21 DAYS.
9. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
10. VEGETATIVE STABILIZATION SHALL BE UNIFORM AND MATURE ENOUGH TO
SURVIVE AND ADEQUATE TO INHIBIT EROSION.
11. 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.
12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH
AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
13. 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 BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE
REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED 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 PUBLIC ROAD SURFACE, THE ROAD 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.
15. 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 ADMINISTRATOR. TRAPPED SEDIMENT
AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED,
MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING,
LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING
AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING:
A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF
B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZER OR EQUIVALENT
POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING.
C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2
TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING.
D. MULCH-CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED IN PLACE.
HYDRO-MULCH AT RATE OF 30 BALES PER ACRE.
FREDERICK COUNTY
SP #24-19
SEEDING SPECIFICATIONS:
TEMPORARY CONTROL MEASURES:
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED
PRIOR TO ANY MAJOR SOIL DISTURBANCE IN ORDER TO PREVENT ACCELERATED
EROSION AND TRANSPORTATION OF SEDIMENT DURING SITE DISTURBANCE. SILT
FENCE WILL BE USED TO LIMIT SEDIMENTATION FROM SMALL UPHILL AREAS. ANY
DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 DAYS, AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC WILL IMMEDIATELY RECEIVE TEMPORARY
SEEDING AND MULCH. IF THE SEASON PREVENTS ESTABLISHMENT OF TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL AT A RATE OF 2.0 TONS PER ACRE. ALL CRITICAL AREAS (I.E. STEEP SLOPES
AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IMMEDIATELY
FOLLOWING THE ESTABLISHMENT OF FINAL GRADE IN COMBINATION WITH STRAW OR
MULCH, OR A SUITABLE EQUIVALENT AT A RATE OF 2.0 TONS PER ACRE. THE DESIGN
OF THE PROJECT INTENDS TO DISTURB AS LITTLE OF THE SITE AS POSSIBLE.
SEED: FALL - RYE, TWO ½ BUSHELS PER ACRE [SEPTEMBER 1 - NOVEMBER 15]
SPRING - OATS, TWO ½ BUSHELS PER ACRE [MARCH 1 - MAY 15]
MULCH: 2.0 TONS PER ACRE
MULCH BINDER: EMULSIFIED ASPHALT SS-1 AT THE RATE OF 150 GALLONS PER ACRE
FERTILIZER: 3 TON DOLOMITIC LIMESTONE/ACRE; 600 LBS.; 10-10-10/ACRE
SEEDING SPECIFICATIONS (CONT'D.):
PERMANENT CONTROL MEASURES:
PERMANENT CONTROL MEASURES WILL BE INSTALLED IN THEIR PROPER SEQUENCE
THROUGHOUT THE CONSTRUCTION PERIOD. THESE MEASURES WILL PREVENT
EROSION ONCE CONSTRUCTION ACTIVITY IS COMPLETE. PERMANENT CONTROL
MEASURES FOR THIS PROJECT INCLUDE THE ESTABLISHMENT OF PERMANENT COVER
AND INSTALLATION OF RIP-RAP APRONS AT STORM PIPE OUTLETS. ALL AREAS SHALL
BE PERMANENTLY SEEDED AND MULCHED WITHIN ONE WEEK OF REACHING FINAL
GRADE, OTHERWISE TEMPORARY REQUIREMENTS SHALL BE MET. ADDITIONALLY, ALL
AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS IF THE AREA IS TO REMAIN
UNWORKED FOR A PERIOD OF 21 DAYS OR MORE. DURING THE FIRST GROWING
SEASON AFTER REACHING FINAL GRADE, A PERMANENT SEED MIXTURE WILL BE
ADDED. ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT
ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A
WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT
SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE
SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
ALL ROADWAY SLOPES AND DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
GROUND IS TO BE DISCED TO A DEPTH OF SIX (6) INCHES AND SEEDED AS SOON AS
POSSIBLE AFTER GROUND HAS BEEN DISTURBED. 10-20-10 FERTILIZER IS TO BE
APPLIED AT THE RATE OF 1000 LBS PER ACRE AND LIME AT THREE TONS PER ACRE
PRIOR TO DISCING. MULCHING IS TO BE 2.0 TONS OF STRAW WITH 100 GALLONS OF TAR
MIXED PER ACRE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SOIL
CONSERVATION SERVICE STANDARDS.
PERMANENT SEEDING (MARCH 1 -SEPT. 1 ) WILL BE APPLIED AS FOLLOWS:
SEED: 150 LBS/ACRE
KENTUCKY 31 - 90%
RED TOP GRASS - 5%
WHITE CLOVER - 5%
FERTILIZER: 2 TONS DOLOMITIC LIMESTONE/ACRE; 1000 LBS/ACRE OF
10/20/10
MULCH: 2.0 TONS/ACRE OF STRAW
07-16-2019
DUST CONTROL MEASURES
SIDE ELEVATION
PLAN VIEW
SECTION A-A
SECTION B-B
STONE CONSTRUCTION ENTRANCE
SHEET NUMBER:
JOB NO.: 18-16
C-11
FREDERICK COUNTY
SP #24-19
Q2 = 4.52 CFS
2-YR VEL. = 1.68 FT/S
Q10 = 7.48 CFS
10-YR. DEPTH = 0.85'
LINING = GRASS
SCC #1 TYPICAL SECTION
NOT TO SCALE
07-16-2019
PAVEMENT &
SUBGRADE SECTION
CLEAN WASHED
GRAVEL
3" DROP
NON-WOVEN
GEOTEXTILE FABRIC
3'
7'
INTERFACE NEW PAVEMENT WITH EXISTING
PAVEMENT TYPICAL SECTION
WHEEL STOP DETAIL
PLAN VIEW
SECTION B-B
SECTION A-A
BAB
A
TREE PLANTING AND GUYING DETAIL