HomeMy WebLinkAbout052-98 Bo's at Kernstown - Back Creek - Backfile (2)FREDERICK COUNTY, VIRGINIA
ABBREVIATIONS
ASSY.
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD.
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FFE
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
iPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED
TB
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
X00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1 /2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
Virginia Department of Transportation
Staunton District.
Rev 7/95 page 1 of I
GENERAL NOTES FOR ENTRANCE PLANS
VDOT Genera Notes
vn. All work on this project shall conform to the latest
editions of the Virginia Department of Transportation
(VDOT') Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable. In the event 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 Labor Occupational Safety & Health
Administration and VOSH Rules & Regulations.
',r{ When working on VDOT right of way, all traffic
control, whether permanent or temporary, shall he in
accordance with the current edition of VDOT's work
area protection manual. Furthermore, all traffic
control flaggers must be certified in accordance with
VDOT's January, 1994 (or latest edition of) Road &
Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to
regulation, control and safety of traffic may be
subject 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
preconstruction conference 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. Contractor shall notify the local VDOT Residency
Office when work is to begin or cease for any
undetermined length of time. VDOT will also require
48 hours notice for any inspection.
V8. The Contractor will be responsible for maintaining
adequate access to the project from the adjacent
public roadway through construction and maintenance of
a construction entrance in accordance with the
Virginia Erosion & Sediment Control liandbook,Sec 3.02.
Furthermore, access to other properties affected by
this project shall be maintained through construction.
BO'S AT ER STOO � N
EMMART • IL COO MPIIQNY
BACK CRE K DISTRICT
jMREDERIC<k*CP1*1 UNTY, VIRGINIA
GENERAL NOTES
1. The property delineated on this plan is located on Route I 1 tit the Back Creek Magisterial District in the
Counly of Frederick, Virginia The owner proposes to construct a 1,678 square foot, one story
convenience store on an existing gasoline sales site.
2. Owner/Developer: Contact: Mr. James Enunart
EMMART Olt. COMPANY
P 0. Box 2247
Winchester, Virginia 22604 Telephone (540) 662-8445
3. Engineer/Landscape Architect-
PAINTER-LEWIS, P.L.C. Contact John Lewis
102 South Braddock Street, Suite 200
Winchester, Virginia 22601 "Telephone: (540) 662-5792
4 "The proposed building will be coustnacled on a parcel of land which contains 0 846 acres. 'The parcel
Properly Identification Nuntber is 63-A-66 1'he property is recorded among the land records of
Frederick County in the name of W. H. Emniart & Soti, Inc.
5. Survey information shown on these plans is based on U.S, C. & G. Datum and was provided by Ritchie
Surveys, Inc. A reference benchmark has been established at a nail on ,tit exisfuag power pole located
near the northeast corner of the property. The elevation is 752.12.
6 Site Data:
Parcel Area. 0.846 acres
Zoning: B-2, Business General District
Use: Convenience Store/Petroleunt Sales
Arterial Street Setback Required - 50' Provided - 90'-i
Rear Yard Setback: Required - 0'
Side Yard Setback: Required - 0'
Business Sign Setback Required - 10' Provided - 10'
Maximum Sign Height: Required - 35'
Maxinnum Building l!eight Required - 35' Proposed - 16'
Maxiu►um FAR: Allowed - L0
Proposed Total Floor Area = 1,08 SF = 0.0455
Mininnnn Landscape Area: Required - 15%,
Proposed Building/Paycnncnt Area = 30,408 -1/- SF or 17.5%, landscalpe area
7. Parking Lot Requirements
Property Line Setback: Rcxluned - 5' ill uyided - 5' r -
Pchnieler Landscaping Required - I shrine free per 40' of perimeter
Proposed parking, perimeter length = %0`1-/- "frees Required - 14
Interior Landscaping Required - i shade tree per 10 spaces
Proposed spaces = 10 "Trees Required - I
"Trees Provided - 15 shade trees (sex site plan)
The required trees trill coamst ul /4 twit trees/clans hro e:vistiny trees to be pre.scrrrc/
Interior Landscape Area: Required - 5°/0 of parking lot
Proposed parking area = 29.720 SF Area Required - 1,486 SF
Area provided - 1,390't1
8. Parking Space Requirements:
Retail - 1,678 SF Required - I per 200 square feel= 9 spaces
Provided - 9 regular spaces plus I ADA space
9. Handicap Accessibility:
HC parking spaces shalt have a inaxin►uul slope of l io
HC ramps on (lie site shall have detectable warning surface pet ADAAG 4 ' and -f ")
HC ranips off site shall be constnicied per VDOT standards.
10. Buffering Requirements:
Tile adjacent parcel to the west is zoned M I which requires a Category A buffer. A landscape screen will
be provided
Landscaping Re(luired: 165' between parcels less a 45' entrance 120' - 3 plants per 10 feet = 30 plants
Landscaping Provided: 10 Austrian panes, 8 Forsythia, 8 EtionyniuS, 11) Holly
It, Tile site contains nb significant environn►ental features. FiRM Conunuuio Panel No. 510063 02008
shows [lie site to be in Zone C, outside the limits of flood plain.
12. The site contains no outdoor storage areas other than a trash storage arena. Trash will be contracted for
removal by the individual tenants.
CONSTRUCTION NOTES
1. The existing utilities shown on These plans arc based on available information. The CONTRACTOR
shall be responsible for determining (lie exact location of all utilities before; coniniencing work and for
any damages which occur by (lie failure to locate and preserve these utilities. it' Ilae CONTRACTOR
should encounter utilities other than those shown on these plans, late CONTRACTOR shall ini tediateh•
notify the engineer and take the necessary and proper steps to protect the f ,►alit) and ass►tre the
continuance of service.
2 The CONTRACTOR shall have approved construction drawings prior to the slari of construction At
least one copy of approved plans all(] revisions shall be kept on -sue at all times.
3. Cut and fill slopes shall not exceed 2-horizontal to I -vertical unless otherwise called for on the plans.
4. Controlled Fills:
A. Controlled connpac(ion shall occur in all fill sections for pavement, trenches for utilities and in
other areas as designated on the plans.
B Controlled fills shall be, compacted to 98%, density its determined bv inethods per standard proctor
ASTM D 698. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifis (loose thickness) to the specified de:nsily,
beginning front the existing ground surface, tudess otherwise approved in writing by a qualified
soils engineer.
D. Tile surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed. and
stripped of topsoil. 'The area is Then to be scarified and compacted to a depth of 6 Inches to the
same density as Ube controlled fill to be placed thereon.
E. Fill material shall be taken from approved borrony areas. It shrill be clean soil, free of roots, woody
vegetation, oversized stones, rocks, sandy soil, or other objectionable material
5. Blasting is not pci milled within 25 feet of cxuung utilities without owner permission
6. Pavement materials called for on the plans refer to standard VDOT designations.
7. BENCHMARK: n ail in power pole - elevation = 752.12
8. All radii indicate urge of gravel, edge of pavement or face of curb as applicable.
9 Where plans call kr matching existing pavement in (lie public right of way, the CONTRACTOR shall
provide cut joint of iasphill overlay as directed by VDOT.
10 All disturbed R (a W. montinients are to be replaced ,and verified by a certified lane{ surveyor at the
CONTRACTOR's expense.
I I All construction aid niaterials inoposcd for lice public right of way shall coufor i to VDOT standards
and specifications
12. Fire lanes shall b, .lelincaled as directed by the Frederick County Fire Marshal.
13. The CONTRACTOM shrill obtain pernussioan from adjoining property owners prior to conducting any offs
site construction ildlklitieS.
14. The CONTRACTOR shall coordinate the relocation of line existing utilities with the appropriate utility
conipany as necessary.
15. All site and Wildin !, lighting shall be installed to avoid spill -over onto adjoining properties.
16. All sanitary sewer at►d water supply construction shall conform to the cnrrem standards of the Virginia
Departnnent of health and the City of Winchester.
SILTATION AND EROSION CONTROL NOTES
1, Erosion control practices shall conform to the requirements of late Virginia Erosion and Sedinient control
Handbook.
i
2. All perimeter control devices shall be erected prior to any land disitirbing activities and shall
remain in place wi+ , late site is fully stabilized.
? The cutra-tor shall -rovi e adecInte naca s c t cicaninb trucks and/or other e1ui naet prior to enierul
b
lite public right-0 wa1. It is the contractor's responsibility to clean the streets, allay dust and take
whatever measurt. , �11-1cessnry to insure that public roads are inaintained iu a clean and dust -lice condition
at all times.
4. The contractor shrill' perforin overlot grading to provide positive drainage and preclude ponding of waier.
All off site grsdin and construction is to be done with the property owner's consent.
5 The contractor shall s(abahze all denuded land witl►in 7 days tiler the end of consiruclion Embankment
or excavated slopes denuded for a period of- greater than 1.1 days shall be leinporaid'v seeded and
nudched. Cut and till slopes shall be graded it a inax►murm of 2 horizontal to 1 verlical unless otherwise
specified on the plans
6. Erosion control des r.es shall be inspected daily and damaged devices shall be repaired by the close of the
day
7 The contractor shall establish vegetation on all areas not otherwise stabilized according tine following
specification
Seedk-d Preparation
a. Scarifv top I" to r" of soil after final grades haye been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).
SEED TYPE RATE hilN_PURITY(%) MIN_GERM.j'%iq
Tall fescue 6o lb.ac 97 85
Red clover 8 tb/ac 95 03
Ladino clover 8 lb/ac 95 65
Annul ryegrass 12 Ib/ac 98 85
Mulch: f +ton/ac snnall grant straw
Fertilizer: 1000 lb/ac 10-10-10
SEQUENCE OF CONSTRUCTION
I. establish construction entrarace(if required)
2, establish perimeter controls as required
3, clear and grub site
4, strip, stockpile and stabilize top soil
5. perforin rough grading
6, construct drainage controls
7. begin facilities construction
8 perform fiord grading and site slabilizalion
8. The Contractor shall obtain a Land Disturbance Permit front the Frederick County Public Works
Departnienl prior to initiating any site work.
$!Prft_Wr�(er_Managenieni Considerations
Storm wafer nuloff froin the proposed building area flows toward the Route 1 1 tight -of -way. -This ninofl• will be
conveyed beneath Route 1 i through an existing 15" storm sewer. No increase in peak runoff rates are anticipated
as a result of lite proposed construction
C6S)
W. �; I Lam/
i I �t '•� t�l ���, l r�ii
� (n) ) �'
r p ' ' � 1 l ��j �� VIA 1 •�
S) t ,, j•� ,(,
i /� Via• / � � � .� 95 _ � ,{%- 1 � �\, �f { /��('�
f'
7.
VICINITY MAP 1" = 2000'
LANDSCAPE NOTES
I . See the landscape Plan for the plant list.
2. Conffrnn the locations of any utilities above or tsciow ground prior to conunencing work. Contact tilt
Landscape Architect in the event that utilities rn m.v other st uclii e conflicts with lite layout shown on
tine plan.
3. Verify the quantities shown on itte plant list wth tot.its, indicated on the plan Contact the LaudscN)c
Architect in the event that discrepancies exist. S; ;tla!v unit prices to the (tunerr at limc of biddin►,
4. All nnaterials are subject to appiuval by the 0\\ ,,, or 0%%ner's represeuiative Provide the Owner acr111 a
lag froin each plant species and a list of the plant suppliers. Where any requirements are omitted front
the Plant List, use plants which meet the normal requirements for the variety ,according to the American
Association of Nurseryinen.
5. Plants shall be sound, health}, vigorous, well branched, lice of disease, insect eggs roil larvae, and shall
have adequate root systems.
6, Sizes specified in the Plant List are naininunti sizes against which the plants will be judged. Failure to
meet mininitnn size on any plant will result tit rejection of that plant
7. Groups of shrubs shall be placed to a continumms mulched bed with sntoull►, connnnous edges as shown
on the plan All mulched beds shall be can ihne,ai Ili shape following the contour of the plant mass.
Apply a ntininiti m of 4 Inches of nu►lch uniforntl� over beds. Trees located nwitlun liver feel of any shrub
bed shall share the samc bed. Grade finished planting beds so as not to Impede surface drainage.
8. Locale trees it ntinirntina of .3 feet front walls or walks, if possible
9 Slake and guy all trees according with standard practice andJor the suppliers reconunenda(ious. At it
minimtrni, all deciduous trees shall be double-goyed with 72" hardwood stakes driven lirinly into the
ground. Secure tree to stakes with 41) galvatti ed wire guys with rubber hose connections Stakes shall be
2" x 2„ x 72"
Io Use shredded hardwood Bark mulch in all plawing beds
1I Rentove all lags .twine and containers from installed plants. Roll back burlap one third on all B&B
plants.
12 Phut substitutions are peruutled will► consent front the Landscape Architect and the C•orllm
13 Prepare the soil in all bedding areas by mixing into the lop six Inches of soil one cubic yard of n►anure,
pert and 104)-4 granular fertilizer per 100 square feet of area. Renwvc rim turf. weeds or other
vegetation completely prior to installation.
14. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and
workmanship fora period of one Near front lime of installation.
°s2 -�?2r
•- 12
1
ZONING ADMINISTRATOR DA T t
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
LIST OF DRAWINGS:
SHT. 1/3: COVER SHEET
SHT. 2/3: CONSTRUCTION DETAILS
SHT. 3/3: SITE PLAN
NU
RECF-i
AEPT. OF. PI
'AND DE1fL
4
Ile,M15
No.021621 ,c�
�9t1VAL E�dti
[PA0H`Mfi=LEW18a, RUG'a
302 South Braddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO.: 9804002 SHEET:
27MAY98 1 /3
8" GRADE 1 SUBBASE AGG.
8" FIBERMESH CONCRETE
ON SITE PAVEMENT DETAILS
NOT TO SCALE CONTROL JOINT SPACING: 16' CC
CONTROL JOINTS ® 1/4 PVMT DEPTH
WATEI
BOOT
4" PVC
City of Winchester
Standard Utility Detail
Department of Public Utilities
n
4 2„ R
71 Q0
SURFACE
00
6"
CG-2: STANDARD 6" CURB
NOT TO SCALE
(SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION)
HOLDING TANK DETAIL
NOT TO SCALE
1) All fire hydrants shall be traffic models.
2) Restrains can either be all thread rods (stainless
steel) or Meg -a -lug flanges.
3) Lead valve shall be restrained to the main fine
4) 4 1/2steamer nozzle facing roadway.
I i
3 WAY
FIRE HYCRANT
i
f
V I r GROUNC—
rst FIRE HYDRO-17
S CU. YD. 157 STONE —,
qw _
CONIC THRUST et_OCx
l2 CU FT MIN I
ALP
M J.
— AD.USTABLE VALVE 8CX
AND COVER
L24 SQ.4"7n!CX
C.ONCRSTE AEi;UIRE
1 I N UNPAVE'_ AREAS
D.I.R
M.J.
I
6e GATE VALVE
= Rf HYDRANT—
?E_
Standard Detail Revised:
Detail No. Fire Hydrant Installation Date:_
Approval:
OVER
:OND TANK
6" CRUSHED STONE
COMPACTED SUBGRADE
--- PER PLANS
4" VDOT 21—A STONE
(3000 PSI) 6" CONC
6 X 6-2.9 WWF(1.5" MIN CLEAR)
TYPICAL CONCRETE SLAB DETAIL
NOT TO SCALE
4'
I (OR AS SHOWN ON PLANS) I
4" CRUSHED STONE
(3000 PSI) 4" CONIC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK DETAIL
I
DI-1
Ssia an to w n.oe,ad
./ten H cs 4`0 w w6ow _
Fv datuils eo SYd ST-I
NOTES
3'Oa twep ter
afaowserr, deMh ,M to W 10 For yeah Oprn ues
a
-�--7--
•
sraaere OI-IA
I '� 3
t2�rssn.
' Cgta
Mar+ wecAwo mplain the must MI. be shaped
In accordahce T Slar %n The
I�A�
Mlorc IS-:. cool of
oo
�„rxsnmg
•
(
-i
I 1
A N
-�
I
1
.
• andeMt
and oncrng oll mowros incidental to ft
snaprq ,. l. ae mc,n d m the pme Wd to, the drop
1
I
L ,� din
IY-•y j l7-IS'- e a 24'
•
, rt compete
N N N A
, I
Ttes oern moy be or"cost o. CObt n o1Cce
�—
I _,i•
--
4n car n pl.ee cons reN to be sloes A For nrpas+
b,
See Sheet 103 03
f •^
I
L_ •
SECTION A -A
The'H" anrns,on "Aden on ft Sl.ndu,ds ono s w H,eo
On the pionl will be meoeurW f.an, hhe i—,I Of the cW
fan W" to trr Ioo of the slnctsre Plan'H "dwr,t,ons
--� 9 }------2 7 y�
me oWO-Imle Only f0e est~-hq 0.1poNt and IN,
_—.—»a
octwo d._ns,Ohi sh011 be det"rm,nea bt the Contra.lor
from 6410 tnndlilons
PLAN
1 G,o,e Realo"ed;
e 4 . 6' Smooth Down LO am— 12'
CONCRETE Ol1ANTITIES FOR MIN DEPTH
In tie es�anf the "teem of Ilse moray one a rqr "r`
WNp hole Mtn 12's 12' plostic ha dears
C-C lob* paced n oIl ores odracem
to aaatitg Conowet a to pnwnt 12 c. orK ppe - 440 Cu Tdt Caetpwre
the botton of the sIn ches Thee heir at ft sey,care
sM, be shoaod eah cenen, —tor a pr honl skaldng
cwft 1/4* "It or gows ed side..till,
settlelneM 15"con: npe 1.528 Cu.'re Concnw
at ps,6 I CO dada In the strycllee TM cat for
nteHMem ere do 0 03 inch. ntrelbes 4
In I,eu of daedis a 2"s4 naW my be IC cons ptpe - L620 Cu Vs. Cattle"
eet71 ShMN Dan be nestled In the o the bw to,
mesh hordes" cloth or,ctr"e frmly to
O 1IM. Se"1wele T-DI-3.4 24-cOnc DOs- Ibi7 Gs Yes CbeKtp"
•m 0 440 C..V& W eddMutral low Of •410L
re strucnae
outs,de of sth"Chr"
aMerrot"
j SECTION STEEL —t--j SECTION
------
CAS- IRON
NOTES
I0-4"Ip9-_- --r- —'�
Lugs to be
—
Catenh coil.,
I«m..
`
i
C
I
C I
olto,,nW* methods of anChorage.
l
J Y
meeAny
rinQ rise aMmIllf Of the Ehq,n—.
mar be euDsrnu+ee fo he cot non
Word
4,5.•ty 66.3 tbs. I
r_ Oar a e,
^ brace eNM
O
I
N
lugs as shorn hspr.
to color _ �.
�{
n<IL
f s l u9M�9
L..
n'
ei.
91
-..
L. Cast
I IRON
Ja4" Stun Sheolo. -
1"I#a 4" lugs I} J
7
U L .�1
... LIB• ?
corewctas
1T
4 lI�t
�
__-
Itr
SECTION C - C
TJ
SECTION B-B
APPROXIMATE WEIGH'
DItE106101"S
CAS, OIILYj .ease nw
DETAILS OF COLLAR AND GRATE
STANDARD DROP INLET SPECIFICATION
12 -2d PIPE MAXIMUM DEPTH (H)=10' — 233
302
—_� V IRGINIA�� �DEPARTMENT
BrE PAR THE N T 202
104,01 TRANSPORTATION
NOT TO SCALE
4 tSM—L I ,
8" 21—B
COMPACTED SUBGRADE ---�
ENTRANCE SECTION
NOT TO SCALE
—12" x 18" STND.
STND, U—CHANNEL POST
�— PROP. GROUND
RESEIZ VED
PARKING
LLj
VAN
ACCESSIBLE
rvrAlr roo-goo
TOah-AIMAY Z01[
VAN
ACCESSIBLE
SIGN
1
12"
TS 5x5x3/8" CONC.—FILLED STEEL PIPE
PAINT RED
FINISHED GRADE
18" DIA. CONCRETE(3000 PSI)
TYPICAL BOLLARD DETAIL
NOT TO SCALE
DIA. STANDARD STEEL PIPE
INTED RED
-INISHED GRADE
18" DIA. CONCRETE(3000 PSI)
ISLAND BOLLARD DETAIL
NOT TO SCALE
VAN ACCESSIBLE SIGN—
—END OF STALL — STRIPE OR CURBING
— SOLID BLUE
,�, ---- --- WHITE SYMBOL PER ADA
CL
d II v-II II WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS SHOWN ON PLANS
RESERVED L I II
PARKING (�u
—16.00' 16.00'
OR 5.00'
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ritfxr5oo ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
HC
SIGN SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
ACCESSIBLE PARKING LAYOUT
NOT TO SCALE
4x4 POS
BOARD ON BOARD
FENCE(TYP)
PROPOSED DUMPSTER AREA DETAIL
NOT TO SCALE
2x4 TOP RA
1 x6 BOARD,
FRONT & B�
TOE NAIL Et
W/2-8d(EA.
2x4 MID RAI
8'-4x4 POS
2x4 BOT. R,
ATTACH RAI
W/3-1Od(E�
12" DIA. PO
FILL W/CON
ALL LUMtiLK IU bL F`lKLJSUKL IKLAILU TLLLUW f II\1L NU. L.
ALL HARDWARE TO BE HOT —DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
WHERE FENCE IS LOCATED ON PROPOSED RETAINING
WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH
PL 1 /2"x8"x8" AND 4-3/4" DIA. x 6" HILTI BOLTS.
CONSTRUCT (2) 4' GATES SIMILAR.
PROPOSED FENCE DETAIL
NOT TO SCALE
z
0
4
E2
U
LU
,o
Z
3a
W
�
Z
�
Z
W
Y
�
V
Q
�
tl'1F-
r •
w
w
Z
—� GOD
O
~
U
Z
a
ry
0
Q
Z
U
Q
�
y �
w
0
rn
V
Z
J
0
W
c
U
V
U
Q
�
U
�
m
LAJ
W
G
W
GC
U
Li
w
0
ry
Cl-
O
�J
0
0
O
N
N '-
•'J
l)
a
V) N
N
Ln
in
�J(J
V V
N
I
N
N
(n C
cD
U ,0)
0
00
(j
CJ
0
�
-0 L.
0
mm
a�
O
a
PAa)
W to
a'cn
-*' U
p
Il
cn
N
O
�
Q
r
Tx op `f�c
t
o. - Z
JOHN C. LEWIS ''
No. 21621
pep v
��SSIONAL
DATE:
SURVEY:
27MAY98
N/A
SCALE:
DRAWN:
N/A
JCL
C.I.:
N/A
JOB NO.:
SHEET:
9804002
2/3
NOTE:
TEMPORARY PUMP & HAUL PERMIT ISSUED 6/29/98.
PROPERTY OWNER IS RESPONSIBLE FOR /
CONNECTING TO PUBLIC SEWER AS SOON
AS SEWER SERVICE IS AVAILABLE TO THIS SITE. SCHENCh� FOODS CGai/PANY. INC
Fi'N / 6J A 66A / / SCNEA4X F009S COMPANY, INC.
ZONING' M-1
L2.B. 550 P 197 I / / ZONNC M- I
CONSTRUCT GRAVEL DRIVE
AS SHOWN. GRADE TO MATCH
PROPOSED PVMT ELEVATIONS
8" COMPACTED 21-B ON
COMPACTED SUBGRADE /
REMOVE E PVMT.
BACKFILL C�RB W/TOP SOIL
' 1" ND�` � PROPERTY �NE , \_ \
�. EX. PGYE
I EX Pa r L7HE� \ OHE 1 r
�„ W 16 5.6 5' \ � �.
ice+
N 0510 5 ' BLOcu bUILD/NG
\ i CONCRETE PVMT --
� E9: LiCNT
/ TC CK CG-6T I
5'pgR�ING S BA /
I 53 " 514 ° 53.70 54 20 10, 5 0 _4 !C
r %q fzJs✓ 54.00 (TYP) I- �* R
n T 'I
/ / 4 86' LG 2 `
/ W ,_V r c4 SON, /NC i R
rYN / 6J A 66
T. G R054L/E 4mos ZONNVC.' 8-2
PYN / 6J A 65 I / 1 AR C1.9 550 - P 197 _ PUMP /SLANOjTB..)
ZONING' 9-2 C/l,NT
09 485 - P. 562
fILIE-�*
R.
(I / 12'X45 53. 9 IC
LOP CII E� EX FICLW8,9p, ' \
REMOVE EX. PVMT. SCHENCk' FOODS COMRUVY, 1NC
f F UST BACKFILL CURB W/TOP SOIL P/N / 6,J A 67
/ 2-1500 GALLON /
PREZ1*S SEPTIC TC gpX� R� EX. FILLER(TB.R TC ZONING' 9-2
TANKS(SEE T2) 15' /
A \ 53.40 40 53.00
45'-10%te SC 40 PVC TC 5 /�€X 6p p0 TC
INV = 750.60 53.20 EX.� �L 5t
SLEFA WITH ND DAPS \ // hWLr r4 S2.9
9PICK BU/LL�NG i / `��SO• Q Q DUMPSTER " 5 R 52.80 ti8TIC�o EX kamT 78
ECHO kkLACE MOTEL / INV = 750. REA� \
FT = 75J78 G� r' Q ,,CANOPY/
I / 53.00 r' �p0� HEIGHT \
ll 0' i� 43. 9' EX. (T.B.RJ 15'-0"
EX_ SEPAL' 4 7 JC
TANAYr,0RA, / 52.70 1�j �0
! PROPOSED/ C VENIENCiE STORE" � � - EX ASP%T
EX 00' `� F 7 53.201
r�EE(T11 78 SF J �
PROP 4' EX ,PUMPS�IB.R.� E`r �NG;fTCPJ - 2 IC
S/W / ` 73.82'1 TC 1 P OP. 4'
EX GR(5S 2. 0 /W
/
CG-2 55• 8'
s
�Ff TC \\
T 50 AR 1 STGVPY FRAME BU/LOING
52.30 10 2 IC LO951TR HOUSE RESTAUR0r
EX ASPIi4CT TC 5 .0 AR 10' ~ OD AR R FI = 75226+
(TYp,. EX. PU�A96(TB.R.
TAR /
TC �
51.90 / o 10 TBR \ .5'R 39•?7^ /
/
- / v 8" 8' 2.30 � 52 0
1, WARP PVM T MATCH /
TOP OF CUR 0
1'1C P.°Y/TB
UST /
� 50' BurLG4'ibtS 5E7846)((
�5 1 2.20
-_TC
5 / / 51.90 CE
AR 1O'R
i CG-6R
CANOPY
HEIGHT r7RE
15'- 0" Ht7.i4ANT
INSTALL NEW 1 "0 TYPE K �
\APPROX ZOC4)70N COPPER WATERLINE FROM
WL EXISTING METER
10 JC
" C) SF
X. SMV I
Z (P / - 20' PUMP 517340( - - - - - - . 4.>-
/1 EX lNv= LID IT DI-1 REMOVE EX. CURB AS
/ I SIGN / 749.1 . OP 750.8p MATCH EX. CURS REQ'D. MATCH W/CG-2 I
4 & GRADE(TYP} " a � 3 IC
EX WATER / _ " _ `
• ,. 5' i.4NOPY SE784L�V' _ � ,a NA44RK
�.•' ® 43.00 TC -- - � >• '- `� � o " '' �£�: �'E��R% �. C <`- \ rV.4/C-
-- _ PNCRETE PVMT. EC R ME7�JQ" I A776W = 75212
OHE A5EHALT PVMT EX. COn ! - - - -
0 PROP. F 25'R 5' EX ICE Er. ASPH&T .CX WATERU417P - 0
EX. /
INSTALL CG-6 IN ROW q !NV- NCET
SIGN C� - T(�:7f9.94 `
MATCH EX. PVMT.- " EP RIGHT EEP R/6HT CG- \ J -= 2- J 41�_15 C ' INV 748.49
REMOVE EX. CURB EX. !2" A44TEIFCi1VE
c
EX Gl5 SAL 6
__ -- 5 _
_ �4866
5 ,
r� � _.. __ . <:_4. ,,.._max.. ;...,•Fi _ _ ,..-,.,L ,fir . _ _ �_ �. _ ... _ __ ...J�'a.:-�e'_.�lz'_ -mac -.� ' .7i.�'-__ ._ ._ . -.._ _4t'i'j-_ - -- - _ �-e�- ___ _ - >^_�F _._ _-._-�li.J4- _. .. _ _ _✓L.4_ __ _ -- - -.. _ _
12' x6" TAPPING REPLACE EX. CG-6 V -
\ MIN. 1" SPHALT OVERLAY
VALVE & SLEEVE MIN. 1" ASPHALT OVERLAY MAINTAIN CURB CUTS
MATCH EX. ELEVATIONS DIRECTION OF SURFACE FLOW
_ V
- .. - - _--_ ._ ._::r. _:�_:___' ._...._•_::_- ._. __-.::_._<.__-- ......,__.__. -.__: sc. _ -_ _:.=� r _:_�:-.. �:__::r_r_ ..___r--=-. _vim-.R_ ....___._._ _ _._._
US ROUTE 11 80' ROW _
f, (SPEED LIMIT = 45 M.P.H.)
k...._ Sfi.tM S-^ter►- _... }1�` 4.7,1 ... J
EX /NV
70.09
Paz-
/ ✓LYYN LEE t
/ W/LLC4M E !• HELEN ✓0 FUNk ANN LEE
l IN / 6J A BJ FRYE
L/N/ L. 4 84 ZGW/NG.- B-J / ✓S. COGYEY PIN / 6J A 84 '� PIN 6J A 62
C/o MARSjWZ NAnONAL a VA / 08 991 - :� 1917 zaViNc B-
PIN / 6J A 65 ZONING 96 5 99 7 JB - Pr JO?
ZON/NL` B-J / 0B 790 - f'G 556
PLANT LIST
Z
20 0 20
Scale 1 " = 20 ft
TC
51.70
Ii
TC
i
TC
!r
am_
. .i
•
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
15
Acer rubrum
Red Maple
2 1/2"-3 cal.
30' cc
EA
8
Euonymus alatus
Winged Euonymus
5 gallon cont.
6' cc
F/
8
Forsythia intermedia
Border Forsythia
3 gallon cont.
6' cc
4' in height at planting
/C
40
Ilex crenato
Japanese Holly
3 gallon cont.
4' cc
6' in height at maturity
PIV
10
Pinus nigra
Austrian Pine
5'-6'
10, cc
✓C
29
Juniperus Communis T
Common Juniper
3 gallon Cont.
4' cc
TBR
29
Taxus baccata "Repandens"
Dwarf English Yew
3 gallon Cont.
4' cc
EROSION & SEDIMENT CONTROL KEY
3.02 TEMPORARY STONE
CONSTRUCTION
ENTRANCE
3.05 SILT FENCE
SIF
R--T
3.07 INLET PROTECTION
3.08 CULVERT INLET
PROTECTION -SILT FENCE
3.30 TOPSOILING
3.31 TEMPORARY SEEDING
TS
3.32 PERMANENT SEEDING
pS
3,35 MULCHING
Mu -----
3.38 TREE PROTECTION---
PZ0
GDR)
j.S5
Sl0
PLAN VIEW
ATTACH FILTER FABRIC
SECURILY TO 2X4 WOOD
TOP FRAME NECESSARY
FRAME, OVERLAPPING
FOR STABILITY
FABRIC TO NEXT STAKE -�
/
PONDING HT.
2.4 WOOD FRAME
Ig MAX
4 SIDES OF D.i-
36" MAX
-}
I DROP
INLET
SECTION A
- A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY-
SILT FENCE
DROP
INLET
PASSING THE INLET A TEMPORARY DIKE MAY
BE NECESSARY ON THE DOWNSLOPE SIDE OF
T R C
SEDIMENT
BARRIER
O
cii
z
W
LL
]leW
Q
N
O
00
i=
Z
Q
0�
0
HE sT u Tu R E Q
� H �
EXTRA STRENGTH FILTER FABRIC �r
NEEDED WITHOUT WIRE MESH SUPPORT .�
EEL OR
WTOOD POST \ O Q w
L)
r- _j
V
10 FT MAX RwrtH
wlFENCE
- -- aE surQosT FEN FENCE V i 6 FT MAX SPACING WRHOUT
SUPPORT FENCE
W m W
PONDING HT. PONDING HT, A�
STEEL OR FILTER FABRIC LA_
WQOD HIGH
✓ TTOf Up CURE;_Y U
3es SIDE OF POST W
RUNOFF E� J pp�E RUNOFF 0
(RSTOHT�)
12" MIN I IMIN -L o
4" x6' TRENCH 1
LWITH COMPACTED GRAVEL
- BACKFILL --- O
0
STANDARD DETAIL ALTERNATE DETAIL n� N
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 'u` -
: O m
NOTE: a In N r- r1_
I- INSPECT AND REPAIR FENCE AFTER EACH
N
STORM-F?/JybtT .AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED N N
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY 4`
STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE Cn C:
CONTOURS TO MAXIMIZE PONDING EFFICIENCY 1 01 0 0
0 '- L0 Lo
DIVERSION RIDGE REQUIRED 0 •�
WHERE GRADE EXCEEDS 2X
2� GREATER'a
O Q) C
EXI�iTING PA
O
C
- � c
R - U1
OA 011uY �
_ L .
FILTER FABRIC -4-.1 U _� 0
SECTION A - A :3 C: °' u
O f-
NOTE: /
SPILLWAY USE ������AAAAAANOBAGS, STRA
TO HANNELIZE RW BALES (�J
SEDIMENT BARRIER \ OR ER APPROVED METHODS 0
(STRAW BALE TYPE SHOWN) RUNOFF TO BASIN
AS EQUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY 0
Op
njDW
Q 4 A Y-3" COURSE �� V J�N LEWIS
AGGREGATE
O MIN 6" THICK
' I ONAL
Z - DIVERSION RIDGE
1=
In
w 6A' �AIPJ.
PLAN DATE: SURVEY:
NOTES. 27MAY98 SURVEYS
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR SCALE: DRAWN:
FLOWING OF IC RIGHTS -
OF WAY. THIS �MAY'EREQUIRE TOP NT ONTO �DRESSING, 1 " = 20' JCL
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT,
2 WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY C.I.:
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GRAVEL 2'
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA WITH CRUSHED STONE
THAT DRAINS INTO IANEAPPROVED SEDIMENT TRAP CONSTRUCTION
OR SEDIMENT BASIN. ENTRANCE/EXIT JOB NO.: SHEET:
9804002 3/3
FREDERICK COUNTY, VIRGINIA
ABBREVIATIONS
ASSY.
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD.
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA.
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
IDS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FFE
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED
TB
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGEL
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
X00.00
PROPOSED SPOT ELEVATION
X(00.00) EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1 /2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
Virginia Department of Transportation
Staunton District
Rev 7/95 page 1 of 1
GENERAL NOTES FOR ENTRANCE PLANS
VI) G0n2X_aA Notes
V1. All work can this project, shall conform to the latest
editions of the Virginia Department of Transportation
(VDOT) Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable. In the event 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 Labor Occupational Safety & Health
Administration and VOSH Rules & Regulations.
V3. When working on 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
VDOT's January, 1994 (or latest edition of) Road &
Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to
regulation, control and safety of traffic may be
subject 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
prec:onstruction conference 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. Contractor shall notify the local VDOT Residency
Office when work is to begin or cease for any
undetermined length of time. VDOT will also require
48 hours notice for any inspection.
V8. The Contractor will be responsible for maintaining
adequate access to the project from the adjacent
public roadway through construction and maintenance of
a construction entrance in accordance with the
Virginia Erusion & SedimenL Control HandbQok, Sec 3 .02 .
Furthermore, access to other properties affected by
this project. shall be maintained through construction.
BO'S AT KER STOWN
EMMART O L COMPANY
BACK NNE4K DISTRICT
FREDERICK COUNTY, 11RGINIA
GENERAL NOTES
I. The properly delineated oil this plan is located oil Roule I 1 fit the Back Creek Magisterial District in the
County of Frederick, Virginia. The owner proposes to consituo it 1.679 square foot, one story
convenience store oil aill existing gasoline sales site.
2. Owner/Developer: Contact: Mr. James Eninuirt
EMMART OIL COMPANY
P. O. Box 2247
Winchester, Virginia 22604 'Telephone (540) 662-8445
3 Engineer/Landscape Architect:
PAINTER-LEWIS, P.L C. Contact John Lewis
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone. (540) 662-5792
4. Theproposed building v- t � p posed bu Id rip, %ill be constructed on a parcel of land which contains 1.84 ,acres. The parcel
Property identification Number is 63-A-66. Mite property is recorded among life land records of
Frederick County in the name of W. H. Elliman & Son, Inc.
5. Slit", information shown on these plans is based on U.S. C. & G Datum aild %vas provided by Ritchie
Surveys, Inc. A reference benchmark has been established al it nail on all existing power pole located
near the northeast cornier of (lie properly. The elevation► is 752.12.
6. Site Data:
Parcel Area: 0,846 acres
zoning: B-2, Business General District
Use: Convenience Store/Pelrolettni Sales
Arterial Street Setback Required - 50' Provided-'90'4
Rear Yard Setback: Required - 0'
Side Yard Setback: Required - 0'
Business Sign Setback. Required • to' Provided - 10'
Maximum Sign Height: Required - 35'
Maxintunl Building Height: Required - 35' Proposed - 16'
Maxinwrn FAR: Allowed - 1.0
Proposed Total Floor Area = 1,078 SF = 0.0455
Mininuun Landscape Area: Required - 15'%
Proposed Building/Pavernent Area = 30,408 1/ SF or 17.5%, landscape area
7 Parking Lot Requirements
�+ g I
Properly Line Setback: Required - 5' Novided - 5'+--
Perimeler Landscaping Required - l shade tree per 40of perimeter
Proposed parking perimeter length = 560'+/- 'frees Required - 14
Interior Landscaping Required - I shade tree per Ili spaces
Proposed spaces �- 10 Trees Required - I
Trees Provided - 15 shade trees (see site plan)
the required trees wi/I consist o/ /.? new trees phis tnvo e.xi.stin,t= trees to be preserved.
Interior Landscape Area: Required - 5%r of parking lot
Proposed parking area = 29,720 SF Area Required - 1,486 SF
Area provided - 1,590'1/-
8. Parking Space Requirements
Retail - 1,678 SF Required - I per 200 square feet = 9 spaces
Provided - 9 regular spaces plus 1 ADA space
9. Handicap Accessibility:
NC parking spaces shall have a maxinutin slope of 1:50.
HC. ramps on lute site shall have detectable warning surface per ADAAG 4.7 and 4,29
HCraanps off site shall be constructed per VDOT standards.
10. Buffering Requirements.
The adjacent parcel to the west is zoned M1 which requires a Category A buffer. A landscape screen will
be provided.
Landscaping Required. 165' bem-een parcels less a 45' entrance = 120' - 3 plants per 10 feet = 36 plants
Landscaping Provided 10 Austrian pines, 8 Forsythia, 8 EuonyniuS, 10 holly
11. Tile site contains no significant environmental feattlres. FIRM Con1n►llnity Panel No. 510063 0200B
shovs the site to be in Lone C, outside the limits of florid plain.
12. Tile site contains no outdoor storage areas either than it trash storage area. Trash %will be contracted for
removal by the individual tenants.
CONSTRUCTION NOTES
1. The existing uttli(ies shown on these plans arc based on available information. 'The CONTRACTOR
shall be responsible for determining the exact location of all utilities before commencing work and for
any damages which occur by the failure to locate and presene these utilities II file CONTRACTOR
should encounter utilities other than Ihose sho%%n on these plans, the CONTRACTOR shall immediately
notify the engineer and lake the necessary and proper steps to protect the facility and ,assure tine
continuance of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start of construclion At
least one copy of approved plans and revisions shall he kept on -site al ail tinics.
3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans.
4. Controlled Fills:
A. Controlled compaction shall occur in all fill sections for pavement, Irenches for utilities and in
other areas as designated on the plans
B. Controlled fills shall be compacted to 98"'„ density as determined by methods per standard proctof
ASTM D 698 Density shall be verified by it qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to (he specified density,
Beginning front the existing ground surface, unless otherwise approved in writing by it qualified
soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed. and
stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to [lie
snipe density as the controlled fill to be placed thereon.
E. Fill material shall be taken froin approved borrow areas. It shall be clean soil, free of roots, woody
vegetation, oversized stones, rocks, sandy soil, or other objec►ionable material.
5 permission.
b f existing IItlI111CS %'llhotll owner t,f 11SS 5. Blasting i5 not pernultcd within 2. feel o c st g % p
6. Pavement iaterials Wiled for on the plans refer to standard VDOT designations.
7. BENCHMARK: nail in power pole - elevation = 752.12
8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable.
9. Where plans call for matching existing pavement in like public right of way, lute C ON'TRAC TOR shall
provide cut joint or asphalt overlay as directed by VDOT.
10. All disturbed R.O.W.monuments are to be, replaced and verified by it certified land surveyor at file
CONTRACTOR's expense.
11 All construction andmaterials proposed for the public right of way shall conform to 'VDOT standards
and specifications.
12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal.
13. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off
site construction aoivilies.
14 The CONTRACTOR shall coordinate the relocation of the existing utilities %vita the appropriate utility
company as necessary
15. All site and building fighting shall be installed to avoid spill -over onto adjoining properties.
16. All sanitary sewer and water supply construction shall conforiu to the current standards of the Virginia
Departriten► of Ilealtlr and the City of Winchester.
SILTATION AND EROSiON'CONTROL. NOTES
I. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control
Ilandbook.
2. All perimeter sedii-eut control devices shall he erected prior to any land disturbing actiwitics and shall
rernain in place unI0 the site is fully stabilized.
3. The contractor shall Provide iadc(luaw means of cleaning trucks and/or olfici equipment prior to entering
h public ill i o clean l t' :II' u t tile utl rc. r tot ► it i the ennui ctor's res nslbil t t � e..f 1 tile streets, allay dust and lake
l 8 s t po % y
whatever lneasures 114cc5sar) to insure that public roads are maintained in it clean and dusl4rce condition
at all times.
4. The contractor shall perform overlot grading to provide positi%e drainage and preclude bonding of water
All off site gr.atiirig and construction is to be done witli the property owner's cousenl.
5. The contractor shall stabilize all denuded land %within 7 days atler the end of construction Fillbanknlcnl
or excavated slopes denuded for a period of greater lit an 14 days shall be temporarily seeded and
mulched. Cut and fill slopes shall be graded at it maxinmm of 2 horizontal to I vertical unless othcnvise
specified on the plans.
6. Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of the
day.
7 The contractor shall establish vegetation on all areas not othcnvise stabilized according the following
specification'
Seedbed Preparation:
it. Scarify top I" to 2" of soil alter final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/10044).
SEED TYPE RATE MIN, PURI"tY(,%„) MIN. GERM.('%
Tall fescue 60 )b.ac 97 85
Red clover 8 Ib/ac 95 05
Ladino clover 8 Ib/ac 95 65
Annual ryegrass 12 ib/ac 98 85
Mulch: 1.5 lon/ac sulall grain straw
Fertilizer. 1000lb/ac 10-10-10
SEQUENCE OF CONSTRUCTION
I establish construction entrance(if required)
2. establish perimeter controls as required
3. clear and grub site
4. strip, stockpile and stabilize top soil
5. perform rough grading
6. construct drainage controls
7. begin facilities construclion
S. perforin final grading and site stabilization
K. The Contractor shall obtain it Land Disturbance Permit front the Frederick County Public Works
Department prior to initiating any site %vork.
Spun Water_Mani1 gfri i Copsiderttions
Slotin walei runoff front Cite proposed building area flows toward the Route I 1 right-uf %wa} This runolT will be
conveyed beneath Route 1 I through inn extsting 15" slorm sewer No increase in peak riulofl rites arc anticipated
as a result of the proposed const ruction
N.
� �r ;�, i ►��al �,;�i'+ / �. 11 61'}�,,�_' r I , ,4`r;'c
1 - l5V
VY•
31
��T xl
at
1 1
VICINITY MAP 1" = 2000'
LANDSCAPE NOTES
I. See the Landscape Plan for the plant list.
2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the
Landscape Architect in the event that utilities or mY outer structure conflicts with the layout sho%vn on
the plan.
3. Verify the quantifies shown oil lire plant list will. totals indicated on the plan. Contact tic Landscape
Architect in the event that discrepancies exist. Supply unit prices to lite Owner at little of bidding
4. All materials are subject to approval by the Owner or Owner's representative. Provide. the Owner %%,fill a
tag from each plant species and a list of life plant suppliers. Where anY requirements are omilted from)
the Plant List, use plants which nice( the normal iequircnlenls lot the variety according to the Aiucrican
Association of Nurserymen.
5. Plants shall be sound, healthy, vigorous, well brandied. free of disease, insect eggs and larvae. and shall
have adequate root systems.
6 Sizes specified in the Plant List arc nlinunun► Si/es agailast %%Inch the plants will tic: judged. Fnilurc to
meet minimum side on any plant wilt result in rejection of that plant.
7. Groups of shrubs shall be placed in a continuous mulclicd bed %%uh sinooth. continuous edges as shown
on the plain. All n1111LI I beds shall be curwilirlCM nil shape follo%%'iilg the contour of the plant mass.
Apply a ►nininninn of 4 inches of mulch unifornilY over beds. "Trees located within lour feet of any shrub
bed shall share the same bed. Grade finished planting beds so its not to impede surface drainage.
8. Locate trees it nrininuun of 3 feet front walls or %walks, if possible.
9 Stake and guy all trees according %with standard practice and/or the suppliers recommendations. At it
nlininitnnt, all deciduous trees shall be double-gnycd %with 72" hardwood stakes driven firmly into the
ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be
2" x 2" x 72".
10, Use shredded hardwood bark inulch in all planting beds.
I . Ren►ove all labs , %%vine and containers front installed plants. Roll back burlap one third on all B&B
plants.
12. Plant substitutions are permitted with consent from the Landscape .Architect and the County.
13 Prepare the soil in all bedding areas b. razing iaio the lop six inches of soil one cubic vard of natanure,
peat and 104)-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other
vegetation completely prior to installation.
14, Plant all materials in their appropriate season. 'I'hc Contractor shall guarantee all plant materials and
%workunanship for it period of one year front lime of installation.
'1N�^l::S T-
AP
ZONING AD FINIS T RAI-OR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
LIST OF DRAWINGS:
SHT. 1/3: COVER SHEET
SHT. 2/3: CONSTRUCTION DETAILS
SHT. 3/3: SITE PLAN
OHN C. LEWIS
tc (C-1 4e)
0.021621 w�
w
SIONAI. � �
1PbUH`Mfi=LEW1@3, PaLCo
302 South Braddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO.: 9804002
27MAY98
SHEET:
1 /3
8" GRADE 1 SUBBASE AGG.
8" FIBERMESH CONCRETE
ON SITE PAVEMENT DETAILS
NOT TO SCALE
CONTROL JOINT SPACING: 16' CC
CONTROL JOINTS @ 1/4 PVMT DEPTH
WATEF
BOOT
4" PVC
[Stan,d.,d
ity of Winchester
utility Detail
enrtment of Public Utilities
4'
2" R
Q0
a�
SURFACE
.,_- 6e,
CG-2: STANDARD 6" CURB
NOT TO SCALE
(SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION)
HOLDING TANK DETAIL
NOT TO SCALE
1) All fire hydrants shall be traffic models.
2) Restrains can either be all thread roots (stainless
steel) or Meg -a -lug flanges.
3) Lead valve Shall be restrained to the main line.
4) a 1 /2 ' steamer nozzle facing roadway
2
I
!
3 'wAY
CiRE HYCRANT-- �`
I
I
o
GROUNC � ADJUSTABLE JALVE 3CX
AND COVER
C-5 CLu YD.'ss STCNE
CONC THRUST BLOCK
(2CU,FT. NON, )
FIRE HYQRANT\
�24 S9-4,•-;;;CK
CG7Nf}QETE n'E4liIRE�
N uNP11VEC AREAS
DIP
DI.P
M. J.
:•A
I�i 9 � 11 ii
6' GATE VALVE
^^ F' HYDRANT --
Standard Detail Revised:
Detail No. Fire Hydrant Installation Date:
Approval:
4" VDOT 21—A STONE
(3000 PSI) 6" CONC
6 X 6-2.9 WWF(1.5" MIN CLEAR)
TYPICAL CONCRETE SLAB DETAIL
NOT TO SCALE
f— ----4)
I (OR AS SHOWN ON PLANS) I
4" CRUSHED STONE '
,OVER (3000 PSI) 4" CONC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK D ETAI L
NOT TO SCALE
'.OND TANK
6" CRUSHED STONE
COMPACTED SUBGRADE
DI -I I
Stops ar• to M pt ded
~ H o 4!% oSolr
NOTES
For 6*101% sae Std ST-I ��-2•—`'I
YY-~
0,
e . -
T.._T T-r"
3•Dn weep n+ol•
eeese,wttn Woth (H) to be q' For e,•aer apth us
StWWG,d DI -[A
- -
17• mn
- ! S E S
•G
Wlyn spsctf"eo on plops me meat Is fo be moped
�n acconkmce mtn Slorgpre Plan IS- � Tle cos,
•�
o
_
of
furmshmp ono aonep
A
a
A g a' e ! I
e68 y
• 8s6',wdlth
all mdkrbts mewenroi to Ifp
shopetp Is fo be Inc,uded m the DrKq bid for the drop
I
.� ff �E 12•' 117-t5•-6 or 24'
mkt compote
L
ilIV �s1 1V It
it If
IAll
This to. roy be D,•cost a, Castm b,,
Cosl � oboe concr•e M be CIM. A3 Far ar"ast
1h
Se• Sop, 10303
4---
T1e -H` dmensgn shorn an the Staumros and specified
1�iipTT� SECTION A -A
on tho plvn m will be eosurW ur from tao.hoo of the o
fall to III by the Pion
! • i
Ptpe of structure. H"Oxt�,nlons
-•i 9� �---2'-7"--�{ �
�«.
are onh q purposes ow the
oppoelmate for esnrrohn
cclW! (Il,h* Mons shall be deter l .d by Ise tgntra;to,
horn sold condlhons
PLAN
(Grove R•mo.edl
. a . S Stnootn r u.ek p ap soa 12•
C-C to be plocad m of Door odtocwnt CONCRETE QUANTITIES FOR MIN DEPTH
"cant.
1 the 1,Wl "ne t w, cl the -flao am a ty w ern
to bottom o" ms s,ruc*un the'%W a me sstesse
* Weep „ae wih 17"a 12" pirl wawa.
to~fN Concrete to pry,IefH 12 pot 1440 Cu Yd► Con[,ete
VIM be ehopad wds c•trwt man. to pre.rd stot!Lq,
Cato lie' mesh d, Qal.ow d steel w,ra.
seftleatent. IS core. oleo - 1.529 Cu Yds Concrete
ar POWN a war m ttw shts:hoo The cost fv
"twnu,h✓n. wee did 0 03 Manbr 4
la Iq of duwMsa 2"e4 holes,"b• le co -ow 1620 Cu Yell, co'c"
-1 shlpep shdI be r,Ch ded n 1ho P,a• tod fo,
;Ch.
-W hordwtee ctah Pntltaraa fpmly la
pro,,lddd, SNStarlddrd T-DI-3,4 ht,tdnC.oloo- 1.81, Ci ytk Cor-of
the straCtu.e
awtstde a shm ck-
so YeaWn Add 0 40 Cu Ws. Per add"t1onN fool
of dwlh
g SECTION STEEL-t-- SECTIde
CAST IRON
L2}rtZt.# '---7-T=
1_ --- -2 6•.-. _.--__
� 3"--�
N
NOTES
7M Do
or .el0ea._
Ar
cos" wtm cater
T
T
In"7
g
C F1 C
IUI I
My o+,a,nafe motnoaa pr oncfnrope.
moW.9 the optol of tht EN.rssor,
C
i
Dpt w o!
moy be wbst.taled for the Cast tap
dll CdnMatats� K� 3 tW.
^ arm* Rtas _ N
eN
Iuas a5 esown hr•or.
r01ln Mm y
iL
Jt�7jp
g r 4- STW Sndo WON_
1 }. I� ■ 4" sop{-
cmwceors
.
r
SECTION L•C
TE2#'
SECTION B-B
APPROXIMATE WEIGHT
/
DtMENS10045 FOR
CAST IRON ONLY midst troll,
6,ae 563, Islas
DETAILS OF COLLAR AND GRATE
S DROP INLET
LSPECREFIFICATIOERENCEN
,VDARD
12'- PIPE MAXIMUM DEPTH (H)=10'
233 —
_
10401
VIRGINIA DEPARTMENT
30c
TRANSPORTATION
i
8" 21— B
COMPACTED SUBGRADE --
ENTRANCE SECTION
NOT TO SCALE
c
--12" x 18" STND.
STND. U—CHANNEL POST
_.— PROP. GROUND
RESERVED
PARKING
VAN
ACCESSIBLE
polALtY free-aoo
TOM -AWAY ZOIi
VAN
ACCESSIBLE
SIGN
12"
TS 5x5x3/8" CONC.—FILLED STEEL PIPE
PAINT RED
FINISHED GRADE
18" DIA. CONCRETE(3000 PSI)
TYPICAL BOLLARD DETAIL.
NOT TO SCALE
DIA. STANDARD STEEL PIPE
INTED RED
71NISHED GRADE
8" DIA. CONCRETE(3000 PSI)
ISLAND BOLLARD DETAIL
NOT TO SCALE
VAN ACCESSIBLE SIGN---�
z
w
a
�-- END OF STALL — STRIPE OR CURBING
SOLID BLUE
—WHITE SYMBOL PER ADA
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS SHOWN ON PLANS.
RESERVED
PARKING Uu
OR 5.00'
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
TOM-ANrY aNE PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
HC TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGN SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
ACCESSIBLE PARKING LAYOUT
NOT TO SCALE
4x4 POST
BOARD ON BOARD
FENCE(TYP)
PROPOSED DUMPSTER AREA DETAIL
NOT TO SCALE
2x4 TOP RA
1 x6 BOARD,
FRONT & Bf
TOE NAIL E�
W/2-8d(EA.
2x4 MID RAI
8'-4x4 POS
2x4 BOT. R)
ATTACH RAI
W/3-1Od(EA
12" DIA. PO
FILL W/CONI
ALL LUMBEN 1 U HE HNLS`jUKt l KtA l tU TLLLUVV 1-'IINL INU. L.
ALL HARDWARE TO BE HOT —DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
WHERE FENCE IS LOCATED ON PROPOSED RETAINING
WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH
PL 1/2"x8"x8" AND 4-3/4" DIA. x 6" HILTI BOLTS.
CONSTRUCT (2) 4' GATES SIMILAR.
PROPOSED FENCE DETAIL
NOT TO SCALE
Z
—j
Q
o
I--
W
�
Z
�
Z
W
O
Y
�
a�
w
m
O
z
c�
a
z
Q
U
�
0-
�
1.—
0
w
_j
W
O
I
U
ULa
U
Q
m
W
10
W
Lr�
U
w
0
a-
0
0
�j
0
N
N
nO
O
V
N
�
�
�
�/1
N
N
Ln
In
N
N
N
+,
cD
cD
O
0
D
��
Q
N
D
N
ram^^
Vl
J
U
w
i--
0
LL
'o^^ >C
VI
rw=
Q
N
0
T H OF 6r
JOHN C. LEWIS 9
No. 21621
11�
�,SSIONAL
DATE:
SURVEY:
27MAY98
N/A
SCALE:
DRAWN:
N/A
JCL
C. I.:
N/A
JOB NO.:
SHEET:
9804002
2/3
EROSION & SEDIMENT CONTROL_ KEY
NOTE:
TEMPORARY PUMP & HAUL PERMIT ISSUED 6/29/98.
PROPERTY OWNER IS RESPONSIBLE FOR
CONNECTING TO PUBLIC SEWER AS SOON
AS SEWER SERVICE IS AVAILABLE TO THIS SITE.
CONSTRUCT GRAVEL DRIVE
AS SHOWN. GRADE TO MATCH
PROPOSED PVMT ELEVATIONS
8" COMPACTED 21-B ON
COMPACTED SUBGR.ADE
1
EX POLE
S0*70GY FOWS 6WPANY, /NC l
P✓N f 6J 4 664
ZCW4W- M-1
9..8 550 )0.197
I / REMOVE EA PVMT.
NOft` ®PROPERTY /1NEBACKFILL C�RB W/TOP SOIL
\_ \
/ P
BOA � --_ _ EX CxE OHIE-�` �-�
"W 165.65'
SCNENCK F0005 00A/P400Y, INC
PIN/6JA 1
ZGW/NG'- #-1
CANOPY
HEIGHT �bPf
15' - 0" HYLi44NT
INSTALL NEW 1"0 TYPE K I /�
\APPROX CGC4770N COPPER WATERLINE FROM
Y EXISTING METER
10 JC_ /
X q
f%GiV - - - U
--
- _ -20,' PUMP SE7B4CK�
0 9E-�PEL �p �
ow) /Nv= LD IT DI-1 o REMOVE EX. CURB AS I(
I SIGN a9>F d 750.8� MATCH EX, CURD -- REQ'D. MATCH W/CG-2
& GRADE(TYP�' a "� 3 IC
0CA
27L�ICY
3.00
5' Y
I rho -
-t -r- - - -- = - • �.. ` �'
4_ C NCRETE PVMT. Ll R Af727P�, ELEYA71OiW = 752 J2
TC
UHE 51-� GWE -�_ T PVMT. £.k' CO.
0 op.
ASSY. J/ 25'R 5' EX f�LE T OIRNfX f�LE EX WATER A14 - OHS I
56.55' �0 , , EX' /NLET i�
(STALL CG-6 IN ROW EP RIGHT LEP R' fX /NV=
_ . _ TOP-749.94
MATCH EX. PVMT. SIGN /. CG- " \ 2 sl,_15" C /NV-74Y49
a 42EMOVE EX. CURB \ --
96
EX. GAS ►?IC - -
CIP
iL
-_- - - - - -
exi -4
\ 12"x6" TAPPING _ REPLACE EX. CG-6 MIN. 1" SPHALT VERLAY �t _
\ VALVE & SLEEVE --.- MIN. 1" ASPHALT OVERLAY MAINTAIN CURB CUTS
MATCH EX. ELEVATIONS DIRECTION OF SURFACE FLOW
0 It -
US ROUTE 11 80' ROW �>
(SPEED LIMIT = 45 M.P.H.)
it. Ile
...__
" N05'10 57
�- - Blair BlircrrNc
CONCRETE PVMTix LCHT
5
.5• - a� yTC CG-6T -r- - -
53 1114
� �K F/ 53.70 5420 10, 5 4. 0
I f4' 4.
n 6 IC. 54.00 (TYP) R
�-
% 46 B6 CG,2 a \\
/ W /EMMART & SON, INC. i R
TC & k09L/E A04MS I RaNkWC. 8-2
PIN / &T A 55I / O.B550 - P. 197 PUaP 1&4W(TBR.) a�,o LGHTGP AR / 5 52 XRj,+7QB 48 a
12'X451 53• 9 IC
L�p dI E LX F/LLER(IB.R.J!, \
REMOVE EX. PVMT. SCNENCK F0005 COMPANY, /NC
/ 5 2-1500 GALLON / \ UST BACKFILL CURB W/TOP SOIL PN ON 6JA 67
/PREt'*S PTIC TC X(7 RJ1 �. EX F✓LLER(TBRJ L' TC
0. B. 509 - P. J26
TANKS(SEE T2) 53.40 53.00 \ /
/A � ;`� 40
45'-10%TD SC 40 PVC INV = 750.60 TC 5 /'�Y�£C 00 TC 6 TBR /
SLE)<VE WITH �ND /�APS -, . 0 [ S,RX � ?:' or 52.9 {
BR1CK BUILLWNG / 1 4 Sp. 0 Q DUMPSTER . 52 EX Y£NT5(T.BR
ECHO 4LAGE MOTEL INV = 50. READ 52.80
- 7� I J O G\ CANOPY
53.00 p0 HEIGHT
43 9' B.RJ 15'-0" <;
�/ es V� EX SEPI✓C� O I C 2 It J
��� 1 �✓.\ TANK(TBR� �� 52.70 `�� (0
/VC
ti PROPOSED! C VENIENCE STORE - - fASPI
LT
� Q
753.20
EX IREE(r�IP�7 1 1 78 SF
PROP. 4'- / I EX. A&015(%'BR.) Q a FX. C}O,yC�BP� 2 IC
S/W %.� /,..- 73.82'1 C P OP. 4'
/
EX. 6R455 41 2.90
/W
TC CG-2 TC 55 5e 50 1 STORr FRAME 9U,�LWNG
TC 52.30 / 7 N 10 AR R 2 IC LOa95ra HOSE RESTAMWr
EX A9;YWT / 52.0 AR 10 a4 AR \ FF = 75228
(TYP _ EX PC/,N(IBR. \
TC
/ 5 51.90 / 0
TC 5'R 39'27( 10 TBR
8' \2,30 _ C 11
WARP PVM TQ MATCH q 52 0
/ , v UST / EX 7REE(hB.R. TOP OF CUR ® SP.�'''yrB-
/ 6 JC j
A/50' BU✓LLWNC SETB4CK
I /5 I 2.20 /
51.90 E
/ AR O'R
'G-6R
is Cooffy
C/0 MARS1 &Z 44/7ON4L 84W
PIN / 6J A 85
M
20 0 20
Sco% 1 " = 20 ft
.•
EX /Nv
748.09
HiLE
W/LLCM/ E. �
L1N04 L LAY
H'N / 6J A 94
l ICMNNC B-J
OB 790 - PG 556
✓LW/N LEE ct
HELEN ✓0 FUNK
CAS E & AAW LEE
P/N ,f 0 A BJ
f)?,T
ZOIWNG' B-J
PIN / 5J A 82
Lag 881 - PC 1917 /
ZQWINC B-J
09 7T9 - PC J02
PLANT LIST
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
15
Acer rubrum
Red Maple
2 1/2"-3 Cal.
30' cc
EA
8
Euonymus alotus
Winged Euonymus
5 gallon Cont.
6' cc
-_
F/
8
Forsythia intermedia
Border Forsythia
3 gallon cont.
6' cc-
4' in height at planting
/C
40
Ilex crenata
-
Japanese Holly
3 gallon cont.
4' cc
6' in height at maturity
PW
10
Pinus nigra
Austrian Pine
5'-6'
10' cc
✓C
29
Juniperus Communis
Common Juniper
3 gallon cont.
4' cc
TBR
29
Taxus baccata "Repandens"
Dwarf English Yew
3 gallon Cont.
4' cc
3.02 TEMPORARY STONE
CONSTRUCTION
ENTRANCE
�
3.05 SILT FENCE
3.07 INLET PROTECTION
3.08 CULVERT INLET
PROTECTION -SILT FENCE
3.30 TOPSOILING
TO
3.31 TEMPORARY SEEDING
3.32 PERMANENT SEEDING
pS
3.35 MULCHING--_-
3.38 TREE PROTECTION
Tp
GRATE
i
S SLO
L•
PLAN VIEW
ATTACH FILTER FABRIC
SECURILY TO 2X4 WOOD TOP FRAME NECESSARY
FRAME. OVERLAPPING FOR STABILITY
FABRIC TO NEXT STAKE i
l� PONDING HT.
2x4 WOOD FRAME
18 4 SIDES OF 0.1.
36' MAX � r :�
v ✓
12" MIN
�� DROP
�;.. INLET
SECTION A - A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY,
4. THE TOP OF THE FRAME (PONOING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION /�
DOWNSLOPE TO PREVENT RUNOFF FROM BY- SILT FENCE DROP INLET
PASSING THE INLET A TEMPORARY DIKE MAY
BE NECESSARY ON THE DOWNSLOPE SIDE OF SEDIMENT BARRIER
THE STRUCTURE,
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT -�
STEEL OR
WOOD POST
vtov
p'li0w
10 FT kW SPACING WTTM
_ - VANE SUPPORT F04CE
_ • Fr MAX SPACM V MOUT
/ W#K SUPPORT FEMM
DST
Tppl ITE F CURELY
HIGH MAX-\SIDDDDE
/�/�
OF P
RUNOFF
I
RUNOFF
�
�
(RSTDHTD)
;
12, MIN.
'V
12" MIN
BACKFILL
GRAVEL
STANDARD
DETAIL
ALTERNATE
DETAIL
TRENCH WITH NATIVE BACKFILL
TRENCH WITH GRAVEL
NOTE:
1. INSPECT AND REPAIR (FENCE AFTER EACH
STORM ZAENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
3. SIILTZFEED iNCE SHALL BE PLACED ON SLOPE SILT FENCE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 x OR GREATER
EXISTING
RO
FILTER FABRIC
SECTION A - A
NOTE:
SPILLWAY USE $$$$$$AAAAAANNNNNNDRAGS, STRAW BALES
SEDIMENT BARRIER OR 9THER APPROVED METHODS
(STRAW BALE TYPE SHOWN) TO kcHANNELIZE RUNOFF TO BASIN
AS EOUIRED
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
r
Q
3 e
O
or !>o�
COD - o
a A A 2'-3' COURSE
d` AGGREGATE
0 MIN. 6" THICK
0
Of I '
z DIVERSION RIDGE
W .
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2 WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY
PRIOR TO GHT-OF-WAYE ONTO PUBLIC
3. WHEN WASEN HING ISREOU ED, FTRISHALL BE DONE GRAVEL
ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN. ENTRANCE/EXIT
0I_-) I _j �_ I
0 7I CD
m
H I-_
a_ W
0 0
00
00
\
\
00
LLJ
00
O
\
Q
\
O
o\
O
9
O
O
O
N
n
r-,
,
O
N
I")
O►
(n c�
N
rn
In
Cn
I
n^
N
In
n �
a)
I
N
I
N
Cf) C
00
It
tn
It
In
n
�J
-0
n
-0L
Q)Q)
o
-
0
m�
0
U
U
C
Q)
LL
0
0
�-
N
O
a
'l)
OF
r
. 2
,OHN LEWI`, a
No.
Nv
�`SSI0NA,L -
DATE:
SURVEY;
271vIlAY98
RITCHIE
SURVEYS
SCALE:
DRAWN:
1 " = 20'
JCL
C. I.:
2'
JOB NO.:
SHEET:
9804002
3/3
EROSION & SEDIMENT CONTROL KEY
I
I
TC. & ROSALIE AD40S I /
P/N , f 6J A 65 I /
ZON/NG' 9-2 I
0. B. 495 - P 562 /
1 `
i
45'-10%rb SC 40 PVC <
SLEF-VE WITH END / APS /
BRICK BUILDING
ECHO 17LL46E MOTEL I N V _ /750.
FF = 75J79
e�
EX TREE(T�IP)
y
`V EX GRASS
/ TC
EX. ASPI4LT / ' 52.0
EX/1JPEE(T�P.� a
.40 /UST EX
1 � �
1 1 � 45. '
rf r EX. SIGN
(TO BE !rL`L"
/ AR El
SCHENCK F0005 COMPANr, INC
PIN i 5J A 6B4
50
CONSTRUCT GRAVEL DRIVE O.B 5P1ZO50 .197
AS SHOWN. GRADE TO MATCH
PROPOSED PVMT ELEVATIONS
8" COMPACTED 21-8 ON
COMPACTED SUBGRADE
1' NDIC/® PROPER
EX. POLE /
OHE
I
J / i
100.00
TC TC
TC
51�, 80 51. 80 30.00
51.70
0.00 0
TC N
51.60.
TC
;
1.60
1.50
5..
INSTALL NEW 1"0 TYPE K
COPPER WATERLINE FROM
EXISTING METER
REMOVE EX. PVMT,
BACKFILL CURB W/TOP SOIL
SCHENCK FOODS COMPANY, INC.
P/N 1 6J A 1
ZONING.• V-1
s BLOCK BUILDING ~~`
L/CHT /
SCh'ENCK FOOD5 COWPANr, INC.
PIN / 6J A 67
ZONING.' 8-2
D B 509 - P J26
i
I
1 �
I STORr fR WE BU/LD/iVG
LOBSTER /IOUS£ RESTAURANT
FF = 752.28
I
I �
I
��-
i HYDRANT
I
I
/ I - - IP - /( 20, PUMP 517m� x--
i' / SIGN EX. SIGN
/NY= ; LD FIT DI-1 -- _o REMOVE EX. CURB AS j
I OP = 750.80 l / - REQ'D. MATCH W/CG-2
® S00 7 12- r sETa4c _ - - ,, BENCHMARK
RELOG4TFD� 5' cANOP -
36.11T > >r � - � � - - E.Y POLEId z-
C E MT. R M RtIIAPON = 75212
OHE -
TALL CG-6 IN ROW-\
MATCH EX. PVMT.
' 24" WATERL/iy�
£X. G45 V
24"x6" TAP
VALVE & 5
1Lz i Si
Z
20 0 20
Scale 1 " = 24 ft
m
-.• P T. EX. co
EX. ADZE EX IYATER - 0
EX. POLE
hEfP RIGHT" q0 EX INLET
0 Bf RFLOLY4TE0 EX /NV r ky TOP=749.94
{REMOVE EX 41'-15`C /NV=74B49 �\
aP EX. 24f' #1 f1 L/N
EX 6451INE
REPLACE EX. CG-6
MAINTAIN CURB CUTS MIN. 1" ASPHALT OVERLAY ------
MIN. 1" ASPHALT OVERLAY y MATCH EX. ELEVATIONS DIRECTION OF SURFACE FLOW
US ROUTE 11 80' ROW
h
--'�•:+..`--.. - _ �:,._. _ :;_.-4f-.•---_. - -;51�._._.... -__.- --�,.h /-.f+3._ -7-1.}�.- ..--!F»-%*r --. .r,.�.�. -`YYs. *a._ _. __. 4�-�--_ -. __�'. �i-.. __._ _1,1.r'a __.. _---- - - - _. __.---��-----.___._..----------..__._ _.-�-------------..__..._..... _--_.--.-----._ _. ..-------------------_... .._...
EX /NV=
748.09
POLE
PRoPoSICD
PLANT LIST
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
Al?
13
Acer rubrum
Red Maple
2 1/2"-3 cal.
30' cc
EA
8
Euonymus alatus
Winged Euonymus
5 gallon cont.
6' cc
F/
8
Forsythia intermedia
Border Forsythia
3 gallon cont.
6' cc
/C
10
Ilex crenato
Japanese Holly
3 gallon cont.
4' cc
PAI
10
Pinus nigra
Austrian Pine
5'-6'
10, cc
3.02 TEMPORARY STONE
CONSTRUCTION
ENTRANCE
3.05 SILT FENCE
SF
x -x X
3.07 INLET PROTECTION
3.08 CULVERT INLET
PROTECTION -SILT FENCE
3.30 TOPSOILING
3.31 TEMPORARY SEEDING
TS
3.32 PERMANENT SEEDING
pg
3.35 MULCHING
MV
3.38 TREE PROTECTION
Tp
Px0_1
DRATE
5 76 SLOP
0
0
w
z
Y
a
0
a
ATTACH FILTER FABRIC
SECURILY TO 2X4 WOOD
FRAME, OVERLAPPING
FABRIC TO NEXT STAKE
16" MAX.
36" MAX I
' 12" MIN'
f
L♦
PLAN VIEW
DROP
INLET
TOP FRAME NECESSARY
FOR STABILITY
PONDING HT.
2x4 WOOD FRAME
F 4 SIDES OF D.I.
SECTION A - A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY- SILT FENCE DROP INLET
PASSING THE INLET. A TEMPORARY DIKE MAY
BE NECESSARY ON THE DOWNSLOPE SIDE OF SEDIMENT BARRIER
THE STRUCTURE.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR --�
WOOD POST
10 FT MAX SPACING WITH
WIRE SUPPORT FENCE
- 6 FT MAX SPACING WITHOUT
WIRE SUPPORT FENCE
STEEL OR F1 ROARELYW DPOST TTC
HIGHUFS
SIDE OF POST.
RUNOFF g M1AX R� UNOFF
(RECOMMENDED)
STORAGE HT li:iii
r
I Vy I
12" MIN 12" MIN._
4"xC TRENCH GRAVEL
WITH COMPACTED
BACKFILL
STANDARD DETAIL ALTERNATE DETAIL
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL
NOTE'
1. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND RF.MOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 % OR GREATER
EXI S
RDA -_�I`
it -
FILTER FABRIC
SECTION A - A
NOTE:
SPILLWAY USE NDBAGS, STRAW BALES
SEDIMENT BARRIER OR HER APPROVED METHODS
(STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN
AS EQUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
r
o
Q o
Of
Q
0_ A ; A 2" -3" COURSE
AGGREGATE'
Or MIN. 6" THICK {
O aj a
<�>
z DIVERSION RIDGE
X
W '
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY
PRIOR 3. WHEN DWASHINGCS REQUIRED, E ONTO LIT SHALL BE DONE GRAVEL
ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN. ENTRANCE/EXIT
3
0
Cn
Z
W
a-
Y
W
~
a
N
N
w
O
J
m
c�
z
Q
C)
Q
Z
Z
U �
C
V I w
J
Z
W
O
Uj U
-
�aW
W
m W
O
2 �O
V
O
O
O
O
N
n
0
r-,
�
O
N
N
N
I\
Ln
�
I
N
Q�
'C
CD
(/7
..
'-
O
n
U
0
•�
>
L0
.�
r
p
-0
L
a�
0
C
L
m
F
(�
O
a
-C
N
0
F-
(n
N
Q
O
�
nQ
r-,
�yTx of
0
JOHN C. LEWIS
No. 21621
o��sSIONAL ��„�
DATE:
SUR`
27MAY98
RUT'
SCALE:
DRA'
1 " = 20'
JCL
C. I.:
2'
JOB NO.:
SHE
9804002
3/