HomeMy WebLinkAbout025-98 Milam's Landscape & Garden Center - Gainesboro - Backfile (2)10
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"LU-0006"
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LAM a n
1�'$ LANDSCAPING;, APINCI -GAIRPE 'CENTER
2286. N PIKE
W1. HE-$- tR, VIRGINIA 2Z,693,
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11-311 T iHTLL'0RdHAAb
P X 2-3:68
WINCHES ST ER, VIRGINIA 22-604,
540) 661-33,9-10
APPLICANT/ MILAMIS LANDSCAPING and GARDEN CENTER
21:8j6 NORTHWESTERN PIKE,
WINCIMfitER, VIRGINIA 2.2603
(540) 722 , -3004,
contact: MR. MICHAEL MILAM
P,NGIN9,tR/ PAINTER - LEWIS,, P.L.C.
LANDSCAPE 302 SQUT11 BRAODOCK STREET, SUITE 200
ARCHITECT: WINCHE$TER, VIRGINIA 21-2601
(5140) 6,621-579,2
contact: 1r--JMOT,1fY G. PAINTER, P.E.'
PARCEL INFORMATION:
PIN: 52-A-B
SITE AREA: 67.0960 Acres
ZONING: RURAL AREAS DISTRICT
RA RURAL AREAS DISTRICT
PROPOSED USE: ORCHARD, LANDSCAPE CONTRACTING & RETAIL
CURRENT USE: ORCHARD & FARM
ZONING REQUIREMENTS:
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75%
COVERAGE (BUILDINGS & DRIVE AREAS < 2.4030 Ac.)
FLOOR
AREA/LOT AREA RATIO:
(F.A.R.) </= 1.0
SETBACKS: FRONT:
60 Ft.
REAR:
RESIDENTIAL:
50 Ft.
AGRICULTURAL:
100 Ft.
ORCHARD:
20D Ft.
SIDE:
RESIDENTIAL:
50 Ft.
AGRICULTURAL:
100 Ft.
ORCHARD:
200 Ft.25 Ft.
BUILDING HEIGHT: 35 Ft.
PARKING:
ENCLOSED DISPLAY AREA: 1 SPACE PER 400 Sq. Ft.
OPEN DISPLAY AREA: 1 SPACE PER 3000 Sq. Ft.
OFFICE AREA: I SPACE PER 250 Sq. Ft.
PARKING REQUIRED:
ENCLOSED DISPLAY AREAS: 1,983 Sq. Ft./400 = 4.96 5 SPACES
OPEN DISPLAY AREAS: 19,228 Sq. Ft./3000 = 6.41 6 SPACES
OFFICE AREA: 400 Sq. Ft./250 = 1.60 2 SPACES
TOTAL SPACES REQUIRED: 13 SPACES
LANDSCAPING AND
SCREENING: RA DISTRICTS: NO BUFFERS REQUIRED
LANDSCAPING FOR PARKING LOT REQUIREMENTS
PROPOSED DEVELOPMENT: LANDSCAPE CONTRACTING .& RETAIL
- ALL BUILDING TO BE USED CURRENTLY EXIST:
GREENHOUSE: 1,983 Sq_ Ft. (ENCLOSED)
POLE SHED: 4,934 Sq. Ft. (GROWING AREA ONLY)
- 1 STORY, HGT.: 241-0,11 Max.
FRONTAGE: 550.48 Ft.
PARKING- 15 SPACES
(2 RDCP ACCESSIBLE SPACES)
OPEN SPACE: N/A
LANDSCAPING:
PARKING AREAS: I Tree Per 401 Perimeter
(2821 Perimeter/401 = 7.05 Trees -> 7 Trees
31 Hedge Along R-O-W & Adjacent Properties
(01 Perimeter Hedge:)
5% Interior Landscaping Islands
Proposed Parking Area: 7,249 Sq. Ft.
(7,249 x 5% = 363 Sq. Ft.)
1 Tree Per 10 Parking Spaces
(15 $pace,s/10 1.5 Trees -> 2 Trees)
PROVIDED: PERIMETER: THE LANDSCAPING DISPLAY AREAS
AND EXISTING ORCHARDS SURROUND
THEPARKINGAREAS AND ARE TO
SERVE AS THE LANDSCAPING.
INTERIOR
ISLANDS: 700 Sq. Ft.
INTERIOR
TREES: SAMEAS ABOVE
ZONING NOTES:
1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS
TIME. ALL LIGHTING SHALL BE ATTACHED TO THE BUILDING.
2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED
ON THE PLAN.
3. NO AREAS OTHER THAN THE OUTDOOR DISPLAY AREAS AS INDICATED ON THE SITE
PLAN SHALL BE USED AS OUTDOOR STORAGE AREAS.
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES
ACT, WHERE APPLICABLE.
2. EROS:C A
()N AND SED OT WN!1�961, S4, 'I, - CONFORM O. �THE STANDARDS AND
SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF,
FREDERICK, VIRGINIA, WHERE APPLICABLE.
W DISTRICT I PTMz* MmA. I F:ManI
COOUNTY OOF
RGINIA
EDERICK. VI
MINI
at
INDEX TO COUNTY LOCATION
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS
UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE
THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE
INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT
SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE
ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER,
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN
APPROVED SET OF CONSTRUCTION DOCUMENTS, SHALL 9E'P.R,$SE$T ON TRE SITE AT
ALL TIMES.
7.-
TOPOGRAPHIC NFORMATIO IN WAS DERIVED FROM A TOPOGRAPHIC SURVEY
PROVIDED BY THE APPLICANT AND AERIAL INFORIKATION PROV',IDtD BY THE MARSH;
and LEGGE LAND SURVEYORS, P.L.C. AN ADDI1r1pNA,L'VI,9LTD ORV9Y TO VERIFY
PY
THE EXISTING ROADWAY CONDITIONS AND TOPOGRAPHY WAS P9RFOR14ED, BY MARSH
& LEGGE LAND sumy6Rs, P.L.C. THE TOPOGRAPHIC- Ia'ORMA ION 1,8 BAsEbOgt
U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF FIVE (5) FOOT HAS BEEN
ESTABLISHED FOR THIS PROJECT.
8. NO'SOIL8 REPORT WAS FURNISHED FOR, THES PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF E. CURB, EDGE OF PAVEMENT, OR
EDGE OF STONE PAVEMENT, WHERE APPLICABLE-. I
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE
CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY,
WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE, INSTALLED, PRIOR
TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE
H WITTHE CURRENT EDITION OF THE COMMONWEALTH, Of VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION.
FOR THIS PROJECT, THE LIMITS OF CONSTRUCT -ION ARE DEFINED AS THE
PROPERTY' BOUNDARIES AND THE ROUTE 50 R-O-W.
3. NO,,,DI STURBED AREAS SHALL BE, DENUDED FOR MORE THAN THIRTY (3,0-) DAYS.
THE CONTRACTOR,, SHALL STABILIZE ALL DENUDED AREA5 -WITH-IN SEVEN' (7) DAYS
AFTER THE END OF CONSTRUCTION.
4. THE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AN A, 109, AID
MAINTENANCE 'OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURE.S.
SHALL BE INSPECTED DAILY AND AFTER EACH SIGN' FICANTt _J, L T RA NFAL I BY RE
'SITE SUPERINTENDENT OR HIS REPRESENTATIVE. My DAMAGED STR00TURES S'HALL
BE - REPAIRED OR REPLACED BY THE, 9 "D OF WORK THAT DAY..
VICINITY MAP
1 " = 2000'
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
AND ANY DAMAGED AREAS SHALL, BE REPAIRED, FERTILIZED, REPLANTED, AND
MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING
SPECIFICATION:
SEEDBED PREPARATION:
A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE
BEEN ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb
/1000 sf).
SEED TYPE: RATE: 'MIN. PURITY(%) MIN. GERM.(--.-)
KENTUCKY BLUEGRASS 45 lb/Ac. 97% 8.5%
RHODE ISLAND BENT 10 lb/Ac. 95%. 65,%
X-31 TAU 2
FESCUE. 27 lb/Ac95% 65,
ANNUAL RYEGRASS 9 lb/Ac. 98%, 85%
MULC-i: 1.5 Toha/Ac. 'SMALL. GRAIN STRAW
FERTILIZER- 1000 lb ,/Ad. 10-10-10
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS, OF,CLEANING TRUCKS AND
'OTHER, CONSTRUCTION OT
EQ ' UIPMENT='-TO, M-EkXNG T'HE PUBLIC R-0,Wi IT IS
THE RESPONSIBILITY OF'THE CO _,O MAINTAIN CLEAN STREET OR T AND TO
ALLAY DU9T, AT
EXCAVATION AND GRADING
I.. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND
GRUBBED M4-T9 RIALS SHALL BE PROPERLY POSED OF OFF -SITE.
2. ALL TOPSOIL SHALL BE P TO EXCAVATE FULL DEPTH. AND STOCKPILED ON-
�
ITS
,SITE- AS 'DIRECTED By ioi PROPERTY
OWNER, OR HIS Riv, SEN,.TA±1VE.
3. ALL BORROW FILL 1-MATERIAL, IF 0' CESSARY, SHALL 13E OBTAINED BY THE
I , 1 ". 1r.5.1 �. MATERIAL, E
CONTRACTOR AND APPROV, CIVAT''
BY A I,F19D GEOTECHNICAL ENGINEER. ALL FILL
MATERIAL, PHAL BE PL�"D IN LIFTS OF 8!k Ot, AN 8
-A' b SHALL B COMPACTED
TO' 95% OF. A9TM D-69�8 MAXIMUM DRY DENSITY, OR AS 'DIRECTED BY THE
CEOTECHNICAL ENGINEER.
4. NO BLA9TIN0 SHALL BE.PERMITTED
.PERMITTEO WITTHTN25 FEET OF EXISTING UTILITIES
OR STRUCTURES*ItROUT PERMISSION OF THE OWNER.
5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A
MINIMUM 00 61' TOPSOIL OBTAINED, OFF -SITE, GRADED AND RAKED, PRIOR TO
I ITEI G, RAKED,
APPLICATION OF-PEP14AWENT VEGETATIVE COVER.
6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED
AS NEEDED.
STORM WATER -MANAGEMENT:
T" ST76MM WATM, RUNOFF SHALL BE CONTROLLED BY THE Pi2OP.OSED STORM
CULVERT AT THE, ENTRANCE, AS DETAILED 014 THE PLANS,. NO Off-81TE STORM
:WATER .MANAGEMENT FACILITY HAS BliEWOOP'"
OSED FOR'THIIS SITE. NO INCREASE
IN' 'THE STORM, WATER RUNOFF WILL RESULT By THE DEVELOPMENT OF THIS
PROJECT
2. Alot -SURFACE WATER SHALL SE-C6NVt-VtD, OFF -,,SITE BY THE EXISTING
SWAL-V$, AND d,1:.LVM-T8V
AND BY SHEET FLOW; "S
INDICATED ON, tfiksz, DkAvfwS.
F 3 -OU H415S� K MWo SURE 200,
022, T_ WOM
WINONESTEA NIA
ASSY. ASSEMBLY
B.F. BASEMENT FL
OOR
LO1OR
BLKi BLOCK
BC 'BOTTOM OF CURB
BP BREAK P*01,NT
CG- 2 CURB
CG-6 CURB & GUTTER
CO - 6,R REVERSED PITCH CURB & GUTTER
QMF CONCRETE MONUMENT FOUND
CPP CORRUGATED POLYETHYLENE PIPE
CMPA CORRUGATED METAL PIPE ARCH
C.O. CLEAN OUT
0 DIAMETER
EOP EDGE OF PAVEMENT
F.F. FIRST FLOOR
F. C. FIRE CONNECTION
FG FACE OF GUTTER
Go, GAUGE
GV GATE VALVE
HDCP HANDICAP
HP HIGH POINT
HTR. HEATER
IPF IRON PIPE FOUND
IPS IRON PIPE SET
INV INVERT
LIP LOW POINT
MPD MULTI -PRODUCT DISPENSER
MH MANHOLE
NDC NOSE DOWN CURB
N.T.S. NOT TO SCALE
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PL PROPERTY LINE
PVMT. PAVEMENT
RCP REINFORCED CONCRETE PIPE
RED. REDUCER
R-O-W RIGHT-OF-WAY
R.O. ROCK OUTCROP
STD. STANDARD
T.B.D. TO BE DEMOLISHED
T. B. R. TO BE REMOVED
T.B.P. TO BE PRESERVED & PROTECTED
T.B. THRUST BLOCK
TEL. TELEPHONE
TC TOP OF CURB
TYP. or Typ. TYPICAL
UGE UNDERGROUND ELECTRIC
WL WATER LINE
WM WATER METER
5'R RADIUS IN FEET
PAVING AND CONCRETE,:
1, THE PROPOSED ENTRANCE AND PARKING AREAS SHALL, RECEIVE THE MINIMUM
PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CQNNECTJON
WITH TRE EXISTING PAVEMENT SHALL BE SAW=CUT TO PROVIDE A SMOOTH
TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF V.D.O.T.
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED,
LINFATED, AS DIRECTED BY THE; COUNTY OF
FREDERICK, VIRGINIA FIRE MARSHAL.
2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE
ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION
PROCESS.
Virginia Department of Transportation
Staunton District
Rev 7/55 page 1 of 1
GENERAL NOTES FOR ENTRANCE PLANS
10�Loj agAffal 9-9tes
V1. All work on this project shall conform to the latest
editions. of the Virginia Department of Transportation
(VDQT) Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable., In the avent of conflict between any of
these standards,, specifications or plans, the most
stringent shall govern.
V2. All construction :shall comply with the latest U.S.
Department of ' b ' abor Occupational Safety & Health
A&i1nistration and VOSffRules '&' Regulations.
V3. When, working on VDOT right of way, all traffic
control, whether permanent, or temporary, shall be in
4ccord4.,nce with the current piditibnof VDOT's work,
area protection manual. ftermore, alrth l'traffic
, I
,control flagqors must be certified- in accordance with
VDMI's Tapu4.',i,.y,' 104 (or- latepi edition of) goad 4
gridg6 Specif"qat ions, !SgCt,,JoTi
V4. Design fe:.itu,ro relating, to, construction or to
regulation, controland safety of t�rak'f;cmay be
sLibj.eL-t to change as de�emed necessary by VD6T.
VIS. Prior to initiation of work, Contractor shall he
responsible for acquiring &II necessary V.00T'land use
permits fear any work, on VMot right Of way.
V6. If required by the local VDOT'Residency Office, a
pre6opor-ru must 'be arranged' and held
_ _0t;Lon cop;ference, mup
by the en'giij)eer an or d6velop&r with the attendance
of the contractor, various county agencies, utility
companies and VbOT prior to initiation of wotk,-
V?(tontractQr shall notify the local VDOT Residency
Offlqe when work is to begin, or cease for any
y
undetermined length of time. VDOT will also require
48 hours notice for any inspection.
Va. The Contractor will be responsible for maintaining
adequate access, to the projf-cr-'f-rom the adjacent
public roadway through construction and maintenance of
a construction entrance in. qccordance with the
Virginia f3ros_a_qa &. Sedimerit., C QI 'a db Sec 3.02.
Vurt�IhPrmon��, access to ot�ber prape, ies affected by
this project shall be maintained through construction.
on.
MILAM LANDSCAPING and
GARDEN CENTER
LIST OF DRAWING
INAE SME PIU"N)
SHT. 1/3: COVER SHEET
`ED APPROV5/( g1q. 8
SHT. 2/3: SITE PLAN
SHT. 3/3: STORM SEWER PROFILE and
MISCELLANEOUS DETAILS
APPROVED B .: E201 DMINISTRAT-OR
(MUNTY OF REDER RGINIA
CIA
SITE PLAN SHALL BE VALID FOR A PERIOD OF
(5) FIVE YEARS FROM DATE OF APPROVAL.
SHEET: 1/3
_J
FILE NO.: 97000,0
BENCHMARK -�-
CHISELED AT CORNER
OF CONC. HEADWALL I
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STANDARD STREET /
CONNECTION ENTRANCE
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HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROUP
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E Inv.=833.22
ex. 8'wX4'h wood sign
top of sign 0 25'
above ground-, (3)EX. WOOD SIGN POSTS
ykt ABOVE GROUND
4 `-Lex.'wXB'h wood sigr
PROP. ES-1 f sign cl? 25'
INV OUT=83 .00 ground 50' B.R.L.
�' OP 50.0 '
TO PS MU DRIVEWAY TRANSITION
38 ,--USE LIGHT PAVEMENT SECTION
3.9. - -- _
LIMITS FHEAVY r— �-
PAVEMENT SECTION;' GRAVEL ROUNDHILL ROAD
40'-15"0 RCP 0 1.00%
36
—
IP S�'31'S6"IIN " 185.77'
PROP. EW-1
i INV IN=834.40b
�_ -- TO PS MU
NOTE:
CURB & GUTTER HAS
BEEN WAIVED BY V.D.O.T.
ENTRANCE DETAIL
SCALE: 1" =30'
HANDICAP PARKING DETAIL
N.T.S.
HANDICAP SIGN
3' Min.
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
* 8' TYPICAL FOR VAN ACCESSIBLE SPACES &
5' TYPICAL FOR OTHERS.
HANDICAP SIGN DETAIL
N.T.S.
12" x 18" STD.
12" x 6" STD.
STD. U-CHANNEL POST
PROP. GROUND
RESORVED
PARKING
VAN
ACCESSIBLE
SIGN MAY BE
ATTACHED TO POLE BARN
EX. RTE.150(WBL)
1 4"; 1'
TURN LANE & 4' SHOULDER SECTION
N.T.S.
2" SM-2A J
3" BM-2
8" 21-B
COMPACTED SUBGRADE
�r111i-rTll:i,��'r-.I.e, � ��: I•,�.L:•rI ��„ :-,
PAVEMENT DETAILS
N.T.S.
— 3'7
�3 3
1 1
2" SM-2A BIT. CONC. OVERLAY HEAVY PRIME & SEAL PENETRATION LIGHT
SURFACE TREATMENT TREATMENT SURFACE COURSE
3 BM-2 BIT. CONC.
BASE COURSE
8" 21- A
8" 21- A
STONE BASE STONE BASE
COMPACTED SUBGRADE �_' �'_T� !, COMPACTED SUBGRADE
Il,;,fli-
NOTE:
THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED
IN THE ENTRANCE ROADWAY AS INDICATED ON THE PLAN.
THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED
IN THE PARKING STALL AREAS AND ALL DRIVEWAY AREAS
TO BE USED BY THE LANDSCAPING BUSINESS.
PRIME AND SEAL PENETRATION TREATMENT:
PRIME: #78 AGGREGATE ® 30 LBS/SY WITH RC-250 ® 0.35 GAL/SY
SEAL: #8 AGGREGATE ® 25 LBS/SY WITH RC-250 ® 0.25 GAL/SY
SILT FENCE CULVERT INLET
PROTECTION
e+arAu
TOE or nLL i ' .. CILVENr
,
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L-- Tcc Of ru
""06TAWCE K 6' IMRRA IF :1DM
1 5 TOWARD EI�0#00AENT
OPTIONAL STONE COMBINATION
VDOT 13, #357 OR /s COARsf
TO REPLACE SILT rEMCE IN " H
HIGH VELOCITY OF FLOW IS E%P
STONE CONSTRUCTION ENTRANCE
7W l6k
CXISTKi
A
rAV(1p/t
fd1ER CLVT►+ f MM. A
�TI1NE> IM
7
SIDE ELEVATION
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(UPTI0I111.)
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,EAiSA VEI`EIfT
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Cnulaf AGGREGATE
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• WA; E)CMNU FULL MOTH
OF 080mm o '"" EcaEss
PLAN VIEW
,
EWA
��'r►�. ��Ir7`A.!5.'�..��ii� pair•
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES
WMAX.
Flow
3 STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCF
FLo•
4 BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVt VIEW)
POINTS A SHOULD BE HIGHER THAN POINT E
DRAINAGEyYAY INSTALLATION
(FRONT ELEVATION)
PROPOSED STORM SEWER PROFILE
SCALES: (H)
1" =50.0'
(V)
1" = 5.0'
850
850
845
i
I
845
PROPOSED
GRADE
840
840
EXISTING
GRADE
835
835
-PROP.
40.00'
15"0
830
P ® 1.00%
830
825
825
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PIPE OUTLET CONDITIONS
A A
'IPE OUTIAT TO FLAT
JREA WITH NO DErINED
*HAMMEL
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DEFINOD CHANNEL
PLAN VIEW
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��Z ITH OF D
GIL y"
TIMOTHY PAINTER
No. 18260
SURVEY:
C.I.:
Marsh &
Legge N/A
Land Surveyors
DRAWN:
JOB NO.:
TGP
9709009
SCALE:
DATE:
AS SHOWN 3-13-98
SHEET:
3/3
r.
14AM' S LANDOCAPING and GA DEN CENTER
ROP®BElD LA3IDSCAP3NCi B.i Stt49.0 and RETAT'L SALES
PROJECT:
MILAM'S LANDSCAPING and GARDENr CENTER
2.1,$6 NORTHWESTERN PIKE
WINCHESTER, VIRGINIA 22-603
OWNER:
W,W.W., L.C.
c/o -FRUIT HILL ORCHARD
P. .0. BOX 236.9
WINCHESTER, VIRGINIA 2.2604
(540) 667-3390
APPLICANT/
MILAN'S LANDSCAPING and GARDEN CENTER
DEVELOPER:
2186 NORTHWESTERN PIKE'
WINCHESTER, VIRGINIA 2Z603
(540) 722-3004
COntact:, MR. MICHAEL MILAM
ENGINEER/
PAINTER - LEWIS', P.L.C.
LANDSCAPE
302 SOUTH BRADDOCK STREET, SUITE 20O
ARCHITECT-4
WINCHESTER, VIRGINIA 2260i
(540) 662-5792
Contact: TIMOTHY G. PAINTER, P.E.
.PARCEL, INFORMATION:
PIN: 52-A-B
SITE AREA: 67.0960 Acres
ZONING-: RURAL AREAS DISTRICT
RA RURAL AREAS DISTRICT
PROPOSED USE: ORCHARD, LANDSCAPE CONTRACTING & RETAIL
CURRENT USE: ORCHARD & FARM
.ZONING, REQU•IREMENT'S:
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75%
COVERAGE (BUILDINGS & DRIVE AREAS < 2.40.30 Ac.)
FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0
SETBACKS: FRONT: 60 Ft.
REAR,: RESIDENTIAL: 50 Ft.
AGRICULTURAL: 100 Ft.
ORCHARD 200 Ft.
SIDE: RESIDENTIAL: 50 Ft.
AGRICULTURAL: 100 Ft.
ORCHARD: 200 Ft.25 Ft.
,BUILDING REFIGHT'':.
35 Ft.
PARKING:
ENCLOSED DISPLAY AREA: 1 SPACE PER 400 Sq. Ft.
OPEN DISPLAY AREA:
1 SPACE PER 3000 Sq. Ft.
OFFICE AREA:
1 SPACE P--EA 250 Sq,,, Ft.
I'ARKZNG REou'zREQ`
ENCLOSED D1ISPLAY AREAS: 1,,983 Sq. Ft./400 = 4.9.6 -> 5 "SPACES
OPENDISPLAY A"AS:.
191,228 Sq. Ft. /3000 = 6.41 -> 6 SPACES
OFFICE AREA:
4D0` Sq. F't./250 = 1.60 > 2 SPACES
TOTAL SPACES' REQUIRED: -> 13 SPACE'S
LANDSCAPING AND:
SCREENING:
RA DISTRICTS: NO BUFFERS REQUIRED
LANDSCAPING FOR PARKING LOT REQUIREMENTS
PROPOSED DEVELOPMENT:
LANDSCAPE, CONTRACTING & RETAIL
.„
- ALL BUILDLN.'TO BE USED CURRENTLY EXIST:
• 83' 5,,.. '-Ft. L'O-,ED GREENHOUSE,:,1, 9 q ( )a,l!kC )
POLE SHED:: 4,934 Sq. Ft. (GROWING AREA ONLY)
L )
- 1 .STORY, HCT.: 24'-0^0 Max.
FRONTAGE:
550.4.8 Ft,
PARKING':
15 'SPACES
•2' HD CP ACC SSIBLE SPACES)
E CES
( __ )
OPEN SPACE:
N/A
LANDSCAPING:
PARKING AREAS:
1 Tree Per 4,0: Perlydeter
'(282' Perirntter/40' Y,7.,05 Trees -> 7 Trees
3' He.d9-e Along R-O-W 4Adjacent Properties
('0'' Perimeter Hedge)
5% Interior Landscaping Islands
Proposed Parking Area: 7,249 Sq. Ft.
7 �49 X 5% - 3.63 S ,. Ft.)
( � q
Pe Pa kin • aCe; 'Tree 1, r S s
p
(1$: Spa'ce.s/10 = 1.5 Trees -> 2 Tre-es,).
PROVIDED
P RIETER THE LANDSCAPING DISPLAY DISPLAY AREAS
AI3,Q EX1I1STIN0. ORCHARDS SUitROUND
THE PAlwliN- G AREAS I�ND. ARE TO
E 'S T ., L, , ..,, CAPING. S�EPU . A _ RE ANDS
INTERIOR
ISLANDS- 7b-0 sq. Ft,
IN : RI -OR - TE _
TREES:' SAME AS:ABOUE
,1NZG T"
N Es:
T1I, MNEO. . EAXLTLE O.R,L,I_GHTING FACILITIES RE PROPOSEDFOR THISADDITIONA,T THIS
OTLCAHE`BUIDXW.G.LGGiiINI4
Q $4 TO TH'S SITE, UE BEEN INDIGO Eb
2 L; EASEMENTS W ICH A . E APP 1. I,E T E HA , T
AL. L _.. _
ON A .
E P�
.. T �N
AY EA- S,,INDICATED ON TH.E SITE
3.. NO AREAS OTHER tH N THE OUT,
DtSPL AR S A
PLAN "SHALL BE USED' AS- OUTDOOR STORGE. AREAS,, G , RERAL .NO tS,,
, , S O F T CONFORM TO HE NT A D RD WO AND T RIALs. SH 1t1R S n7 A , E
1. MA . L _ _ T T R E A G RE AL L L .
M T OI?
TY F FR D:ER Cx V RGINIA, TlE VIRG NIA EPART.E CUN. � I O o �, . �
TRANSPORTATION: AND THE REGULATIONS OF TIIh ANfERIC.ANS• i!1I,TH` PTiiBI-L1�'I.ES
ACT, WHERE APPLICA0)r
EIOS QN A . SEDThi NT CONTR .. S` . ; ,
2 I •, NTJ .. OL .H-ALL- CONFO , TO THE STANDARD AN
S
SP Cfi•F 'CA'X'IONS OF TH' ' 60M, MONWEALT� OF 'V ItG
E; L r E H L, ,INIA, AND TiiE COUNTY .OF
_r
R; C :i V A, Fj ,
F': EDt t, K. RG:7NI HER APPLICAB'LE'.
R.. , ... _ ., . .
MILAM LANDSCAPING and
5G6,ARDEN CENTER
117LNIESBOOROO MLMAAGISTERIAL DISTRICT
&CSUNTY OOF FREDERICK. VIRGINIA
INDEX TO COUNTY LOCATION
:J14
654
d
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,W.
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HILL CR
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i`J'lifALL a Hill
3
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2260,
ourrQg
VICINITY MAP
1 " = 2000'.
„.,
3 . IT SHALL BE THE RESPONSIBILITY OF TH CO .TRAC> . TO NO IVY M 5
A H,N. TOR .` IS 5, UPO,, COMPLSTION,OF CONSTRUCTION ALL PERMANENT EROSION D SE :I •;
_ AN, D . MENT
„ . r, _
- _ ,
UTILITY AT 1 $00 257. 7777 AT LEAST TWO .(2,) WORKING DAYS, .BUT NOT MORE CONTROT, MEASURES SHALL 13E INSTALLED. AFTER. STAT3ILIZATION
,_. 'DI
, .. , . r THE TEMPORAR�I
T T N 10 AYS PRIOR TO TH COMMEN EME.•T O ANY LAN DISTURBING HAN E ( ) D , E C....N F D EROSION CONTROL DEVICES SHALL BE REMOVED, AS APF.RO.VED BY THE LOCAL
ACTIVITY. ZNSPECT'ION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
AND. ANY DAMAGED AREAS" SMALL 'BE REPAIRED, FERTILIZED, REPLANTED, AND
4. ALL EXISTING •UTILITIES HAVE BEEN,SHOWN BASED UPON THE BEST AVAILABLE MULCHED, AS. NE I� , NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING
INFORMATION HOWEVER, THERE MAY BE EXISTING` UTILITIES WHICH ARE NOT SPECIFICATION,
SON Q, O H AND S.H L BE LOCATED. TH REFORE IT SHALL E THE RESPONSTB1L TV ' B W. L: E H B 1u SEED ED„PgEPA`AATI_0N
F THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES A. 5CAt-IFY THE TOP 1 r 2 OF TOPSOIL AFTER THE FINAL GRADES HAVE
PRIOR" TO CONSTRUCTION. ANY DISCREPANCIES 'BETWEEN THtSE'PLANS AND: THE BEEN ACHIEVED,.
ACTUALFIELD CONDITIONS SHALL L IMMEDIATELY L- O • TI HAL BE REPORTED IMME I TE Y T THE ENGINEER, B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.. /1000 sf);.
SEED `HYPE: RATEi MIN. PURITY('%)
_S ,..BE IN TAKE;INTUCK
Y BLUEGRAS
S:MIN. GERM.(%:)
5. ALL PROPOSED UTILTIESHALLLED (NDERGROUND97% 85%
RH00 ISLAND BENT 10 1b/Ao. 95% 651%
K-3
6. IT S BE - S .O S .B O CO . TALL E .HALL THE: RE P N.I ILITY F THE CONTRACTOR TO OBTAIN ALL �. .�A_ FESCUE 27 lb/Ad. 951 65%
PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN ANNUAL RYEGRASS 9 lb Ac 9=8% 85
APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT MULCH
_. E 1.5 Tans/:Ae. SMALL',GRAIN' STRAW
ALL TIMES. FERTILr2ER: 1000 lb/Ad. 10-10-10
,: ' 6; ,
7,. TOPOGRAPHIC INFORMATION SDERIVED, O A O V THE CONTRACTOR
RMA WAS 'FROM T POGRAPHIC SURVEY C RACTOR SHALL P:R �' -
..., - , .. , t H L OVID..E ADEQUATE MEANS OF `CLEANING TRUCKS AND
PRO VIDE- B T APPLICANT N. O'i' V E Y - LI ANT AND AERI L INFORMATION PROVIDED BY THE MARSH HER CO ST C THE A. A,_. H N..-_RU,TION EQUIPMENT PRIOR TO ENT-ERING THE PUBLIC R 'O-W. IT IS
and LEGGE LAND SURVEYORS. P.L.C. AN ADDITIONAL FIELD SURVEY TO VERIFY THE R SPONSTB.ILiTY OF
THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO
'THE EXISTING ROADWAY CONDITIONS, AND TOPOGRAPHY WAS PERFORMED BY MARSH ALLAY DUST AT ALL TT ME$._
& LEGGE LAND-SUR�7E ORs" R.L.,C. -THE TOPOGRAPHIC INFORMATION 1;S BASED ON
U.. S'. C'.. & G.S.DATUM AND A CONTOUR' INTERVAL OF FIVE' S' FOOT HAS BEEN EXCAV' TIOId AND GRADING:
( ) A
'ES TA D RO • S : O: . ,
BLISHE R THI PR. ECT. "
1, ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS.; AND CLEARED AND
GR 9AED MATERIALS SHALL 'BE PROPERLY DISPOSED -OF OFF -SITE.
8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT.
2.,ALL TOPSOIL 'SHALL BE EXCAVATED TO ITS FULL -DEPTH AND STOCKPILED ON-
9�. ALL DI D IG • ` ONS C •. C C' RA I ES NAT.I. INDI ATE -FACE CURB, EDGE OF PAVEMENT, OR SITE AS DIRECTED'BY THt PROPERTY OWNER OR HIS REPRESENTATIVE.
EDGE OF STONE• PAVEMENT,, WHERE IAPPJICABLE,
` ALL SORROW Fi$,'L 'MAT RIAL, ' F' NEG:ESSARY, . SHALL BE OBTAINED BY THE
- ,,.,
l E CON RAC T R AND A P THE, T TOR SHALL COORD.1 A E 'THE R LOCATIO F N TH RA O PRO ED Y A CE , , `; , 0 ..•. _ :A _ N T E E, N O A .Tj E . ,.• ��.; �,, . RTTFIED GEOTECH�TIGAL ENGLNEIR. ALL FILL
,: , , ,`
;. , ,MAT . , :
ERI L
CONNECTION -
A HA I, E TO L B P XISTTN:G iiTIL T S T THE A O ._ $ C D IN I? I I WITH E P R PRIATE UTILITY MPANY r ITS OF 8 O P CO L R SS I _ L D SH LL CO
__ E. _ E A BE COMPACTED
,. E , _ � , E AN
TO 5 ,
WHERE APPLICABLE.. 9 OF ASTM D 698 MAXIMUM DRY DENSITY OR S , A DIRECTED BY THE
GEOTECHNICAL ENG,INEER:.
CONST •UCTI N0.
- R ON _TES:: ,
NO B,LASTING •SHALL �E PE.RNI1[TTE� WI.THI,N 25 FEET OF EXISTING UTILITIES
,SRO` ..O SI N ANTI ;S; „ .
ED MEN O L O :.,
- _._ . T O. N RO R S R• C ES. •WITH TfT , <; ,,. ,. ..,
V ,. I ._ _ T,. , T N .. UR -- 0 PR . ZS,SION OF TH• OWNER:.
.E _ .
ALL TRO . , '
1 STON AND S' IMENT CONTROL MEANU E S:H LL T�iE INS A D PR
R S. A T.LLE FOR
TO AN Y LAN D STUR V D I BIND .ACTT TILES. LL WO BRAE DON , IN C O NC: 5•. A '
A RK L T3E A C RDA E LL LANDSCA . u __ ED IS ' NDS. _ , . ,. .
,..E P SLO ESQ , W
_ ..:. , - _ - .... _ , , .. . .. LA,,_ � _ P - , AND LA N. ,AREAS SHALL RECEIVE A
141. TH;
I TIME CURRENT EDITION OF THE Ca)MMONWEALTH, 0 VIRGINIA EROSION AND, NI -MU ` .
F V,_. MI MUM OF 6'!'` TOP$0I'L OBTAINED OPF'-:SITE GRADED AND RA{ED` PRIOR, TO
SEDIMENT CONTROL. HANPROOK, AP•PLICATIOIS OF I?ERMAN,ENT VEGETATIVE COOVER,.
da.
-ALL W S HA L, B A , . r , O E ONF ...E TO lI Es G A IM S Cdi . CT. LL S L D D N T D I O.F N .ION. 1 T L E E L T U. D Eb W N. _, ARE S
RE _ O` T T 6, NR A SHA .t S _ . _ B LL RESE .. I , - BE D� R I : R. F o A N _ E gE T I LE IJb C _. . _ E L D A .MUL. H D
FOR TH1 ROJ A EE IGT' THE LIMITS OF CON•ST UC TON A DEFT ED AS FiE= N ELF•.
S P s R, T,. RE T,,... S D
PROPERTY BOUNDARIES . AND: THE ROUTE 5-0' R=O-W. STORM WATER.MAN AGE
M
En
3 . -O D STU EAREAS,
IRB . D ,SHALL BE DENUDED •FOR MORE THAN TARTY 30, DAYS, 1. T•M , STORM ->WATER RUNOFF SHAL E CO T . O
_i. ) . _ L $. , N R LLED gY _ THE PROPOSER STORM
THE CONTRACTO L ST IL C R SHAL A IZ ALL. D NUDED AREAS WITHIN. SEVE �/ DAYS U E T • ,
B. E .. , . ; E y .. .- . N ( } LV R AT TIDE ENTRANCI: AS DETAILED ON THE PLANS, NO ON�SITE STO °
-TER
A THE ND DF ONSTRUCTLON,. E G _ _ , WATER �MANA6VfENT �''AC:II,�I-Y HAS BEEN PROPOSED F'OR. THIS 51TL: NO INCREASE
IN THE' :STORM WATER RUNOFF WILL •R'E
ESULT BY T. E D IELOPMENT OF TH- S
4. THE •CONTRACTOR SHALL BE RESPOT�SIBLE' FOR THE •INSTALLATION A'ND. PROJECT:. H I MAINTENANCE OF ALL EROSION
ION AND SE
DIMENT MENT CONTROL MEASU
RES ALLMEASURES
SHALLL BE INSPECTED DAILY .AND AFTER' EACH SIGNIFICANT RAINFALL BY 2• ALL SURFACE WATER SHALL B<E CONY YED O.FF-SITE
;- H. E BY THE EXISTING
SITE SUPERINTENDENT'ORPHIS R:EP,RESENTATIVE ANY DAMAGED STRUCTURES SHALL CONVEYANCE CHANNELS, SWALHS, AND CULVERTS, ,AND BY SHEET FLOW., A:S.
BE ;REPAIRED 69 At BY, TIDE END' OF WORK THAT DAY. IiI.1ICATf)r ON'. THESE 0RAWI4GS.
° TiMV `PAID
P A N T ER"- L E W 8 Jr' oLo`Jo Ma182�0
,: SI14-I9�
302 SOUTH BRADDOCK STREET, SUITE 200 ' c
(540) 662-5792
ABBREVIATIONS
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BP
BREAK POINT
CG-2
CURB
CG-6
CURB & GUTTER
CG-6R
REVERSED PITCH CURB & GUTTER
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMPA
CORRUGATED METAL PIPE ARCH
C.O.
CLEAN OUT
0
DIAMETER
EOP
EDGE OF PAVEMENT
F.F.
FIRST FLOOR
F.C.
FIRE CONNECTION
FG
FACE OF GUTTER
Ga.
GAUGE
GV
GATE VALVE
HDCP
HANDICAP
HP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
MPD
MULTI -PRODUCT DISPENSER
MH
MANHOLE
NDC
NOSE DOWN CURB
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PL
PROPERTY LINE
PVMT.
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RED.
REDUCER
R-O-W
RIGHT-OF-WAY
R.O.
ROCK OUTCROP
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED & PROTECTED
T.B.
THRUST BLOCK
TEL.
TELEPHONE
TC
TOP OF CURB
TYP. or Typ.
TYPICAL
UGE
UNDERGROUND ELECTRIC
WL
WATER LINE
WM
WATER METER
5'R
RADIUS IN FEET
PAVING AND CONCRETE:
1. THE PROPOSED ENTRANCE
AND PARKING AREAS SHALL RECEIVE THE MINIMUM
PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION
WITH THE EXISTING PAVEMENT SHALL BE SAWS -CUT TO PROVIDE A SMOOTH
TRANSITION BETWEEN PAVEMENT SECTIONS.
2, ALL WORK SHALL BE
DONE IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF V.D.O'.T.
MISCELLANEOUS:
1. -FIRE LANES SHALL BE DELINEATED1 AS DIRECTED BY THE COUNTY OF
FRED.ERICK, VIRGINI:A VI,RE MARSHAL..
2. -ALL EXISTING FIRE
LANES SHALL REMAIN • IN PLACE AND SHALL BE
ACCESSIBLE TO EMERGENCY
VEiICLES.AT ALL TIMES DURING THE: CONSTRUCTION
..
PROCESS..
Virginia Department of Transportation
Staunton District
Rev 7/95 page 1 of 1
QENERAL NOTES FOR ENti'Rl11C8 BIEAN3
VAOT Genera 'Nqt,
V All work on this pro ec•t shall conform to the latest
edition of the Vir_lnia Department of Transportation
s e 9 p
(vbov Road and Bridge Specifications, and Standards,
Tile Virginia Etrosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable. In the event of conflict between any of
thesestandards, specifications or plans, the most
stririgen.t shall ga'vern.
V2. All construction shall comply with the latest U.S.
Department of Labor Occupational Safety & Health
Administration and VOSH Rules & Regulations.
V3. When working on VDOT right of way, all traffic
control, whether permanent or temporary, sha11 be in
accordance with the current edition of VDOT's work
area protection manual. Furthermore,, all traffic
fla r s,t . e certified in accordan with
control 6 Ue e m bc
9g
VOOT's.January, 1994 (or latest edition of) Road &
Bridge Specifications, 104.04-C.
p Section i ,
V4. Design features rela=tift9 to construction or to
regulation, control and safety of traffic may be
subjebt to change as deemed necessary by VDOT.
V5. -Prior to initiation of work, Contractor shall be
responsible for acquiring all necessary VDOT land use
permits for any work on VDOT right of way.
V6. If required by the local VDOT Residency Office, a
preconatruction be
must 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.
V7.ontractar she'll notify the local VDOT Residency
when work i t b in or cease for an`
,Office en o k s o e
undetermined length of time. VDOT will also require
g 4u
4:8' hours notice for any inspection..
V8. the Contractor w3.1 be res, onsible for maintaining
ad.:0quat'a access t0 the pro] ct from .the adjacent
t ro`' c ru tin n in' ance (if
u1i roadway u on c and en
a cansttucti n eptrande %n accordance with the
ed�, t. •-on r H Se 3' rir l tib o c
a
F Ttiyermore access t'o o-b6t Pro P ,erties affected b
Y
this project shs11 be maintained through comstrucCiofi.
MILA M LANDSCAPING and
GARDEN CENTER
LIT of DRAWINGS
S C'SITE PLAN
s a 'PROVED
SHT. 1 /3: COVER SHEET d _L611 s 9g
SHT. 2/3: SITE PLAN
SHT. 3/ 3: STORM SEWER PROFILE and
MISCELLANEOUS DETAILS
APPROVED THE ZONING ADAABBdISYFOIR
COlDN1Y ME D E WK-)VBRW PIIA
SITE PLAN SHALL BE VALID FOR A PERIOD OF
(5) FIVE YEARS FROM DATE OF APPROVAL.
SHEET: 1/3
FILE NO.: 9709009
BENCHMARK -
CHISELED AT CORNER
OF CONC. HEADWALL
Z ELEV.=835.71
x 0
ITI C
O � 0 J
/
r� 4 o IP
\ jTj k D
R
\all, ?
0
rn I ;
o II
TO PS MU
12�
m -� • IQ4
o a $42 .r
r- TTI - 1
ao ri
rn
n t
� r
cr 1
-Bo
/ STANDARD STREET \ i'
CONNECTION ENTRANCE
0 c: MB �" 9
0 2.0 f
j
0 " n
i'l rn
Z o I
o I
"0 b f -83& +
I m
I
HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROU�
I
Inv.=833.22
ex. 8'wX4'h wooa sigr,
top of sign 0 25'
above ground `-(3)EX. WOOD SIGN POSTS
yIlk 6 3 ABOVE GROUND
ex. 8'wX8'h wood sign
PROP. ES-1 top o
50. o ,f sign 0 25'
INV OUT=83 .00 above ground 50' B.R.L.
�' OP
TO PS MU DRIVEWAY TRANSITION
38 --USE LIGHT PAVEMENT SECTION
39 - -
LIM OF HEAVY
PAVEMENT SECTION; GRAVEL ROUNDHILL ROAD
j o 40'-15" 0 RCP 0 1.00%
36
—
IP S1,9'31'56"W" 185.77'
PROP. EW-1
J i INV IN=834.40t,
TO PS MU
NOTE:
CURB & GUTTER HAS
BEEN WAIVED BY V.D.O.T,
0
D
ENTRANCE DETAIL
SCALE: 1" =30'
HANDICAP PARKING DETAIL
N.T.S.
HANDICAP SIGN
3' Min.
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
* 8' TYPICAL FOR VAN ACCESSIBLE SPACES &
5' TYPICAL FOR OTHERS.
HANDICAP SIGN DETAIL
N.T.S.
12" x 18" STD.
12" x 6" STD.
STD. U—CHANNEL POST
PROP. GROUND
RESERVED
PARKING
VAN
ACCESSIBLE
SIGN MAY BE
ATTACHED TO POLE BARN
TURN LANE & 4' SHOULDER SECTION
N.T.S.
---EX. RTE. 50(WBL)
1 /4": 1'
2" SM-2A
3" BM-2
8" 21- B
COMPACTED SUBGRADE
PAVEMENT DETAILS
N.T.S.
—3'-7
\ 11 11 /
2" SM-2A BIT. CONC. OVERLAY HEAVY PRIME & SEAL PENETRATION LIGHT
SURFACE TREATMENT TREATMENT SURFACE COURSE
3 BM-2 BIT. CONC.
BASE COURSE
8" 21-A
8" 21-A
STONE BASE
STONE BASE
_'llillf
COMPACTED SUBGRADE I1 f-` COMPACTED SUBGRADE
I,7T _ I-..
NOTE:
THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED
IN THE ENTRANCE ROADWAY AS INDICATED ON THE PLAN.
THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED
IN THE PARKING STALL AREAS AND ALL DRIVEWAY AREAS
TO BE USED BY THE LANDSCAPING BUSINESS.
PRIME AND SEAL PENETRATION TREATMENT:
PRIME: #78 AGGREGATE ® 30 LBS/SY WITH RC-250 ® 0.35 GAL/SY
SEAL: #8 AGGREGATE ® 25 LBS/SY WITH RC-250 0 0.25 GAL/SY
SILT FENCE CULVERT INLET
PROTECTION
IS 4, tlr11 m w
I5 TORM T
FLPW
f OPTIONAL STONE COMBINATION
•VDO113.W7ORnCow
�
To Raves SILT FIm • N
HIGH VELOCITY OF FLOW IS MO
STONE CONSTRUCTIONENTRANCE
U AXE KW
SIDE ELEVATION
EXISTING WaND
to, ilk
4.
�`.
..
MUST ❑ eFULL .
OF maim r a
PLAN VIEW
CIPm"
12,
♦'M's �:h` !
+ I1'w"� • ram,. `
#i
CLOTHFILTER
SECTION ■ •
CONSTRUCTION OF
A SILT FENCE
(WITHOUT WIRE
SUPPORT)
I. SET THE STAKES
2 EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES
8•w�x..
/j
4•
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
4 BACKFILL AND COACT
THE EXCAVATED SOIL,
IT INTO THE TRENCH.
FLOW /� Gd✓/
SHEET FLOW INSTALLATION
(PERSPEMIA VIEW)
I
I F
I
I
A rr
POINTS A SHOULD BE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
PROPOSED STORM SEWER PROFILE
SCALES: (H)
1" =50.0'
(V)
1" = 5.0'
850
850
845
845
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840
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-PROP.
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TIMOTHY AIMER 9
No. 18260
ON' AL
SURVEY:
C.I.:
Marsh &
Legge N/A
Land Surveyors
DRAWN:
JOB NO.:
TGP
9709009
SCALE:
DATE:
AS SHOWN 3-13-98
SHEET:
3 /3
11_