HomeMy WebLinkAbout46-87 Site PlanC*__ EX. GAS MARKER
0.ww.KO:aaoP:.:.�`:.B..wmac'RWM .R9➢0" :rVO�OfR'a:r�/nY..:. +as'.if+....: :.�::.: ,.,: .: .'. '. ...:::: .. " '.::. .. .. iv.:-.:':'.:.. :-:-::..., , ., ,.., s .e.N :sv.., in, Gro:. , .. :>:+Yev+BOV'ux.,"^^_a. e .
PARKING SCHEDULE SPECIAL NOTES:
SF BLDG = 7053
SPACES REO'D = 71 1) Contractor to confine work to
Site provided unless otherwise
- SPACES PROVIDED = 73
--._. noted.
2 Topographicma in y
) mapping & boundary
0 survey provided by others.
;,..^'' EX. GAS MARKER
\ 1 ERsT
ATE 81
CL \
3/4": 1 '
x :a116a1t10R \
Min. 8" - 21-A Stone
XISTING CURG & GUTTER
-- -, • `" """ Min. 2 - S5 Plant Mix
.
ERO�1�
EQNTROLT
EPVIGHT DISTgN
.-,_,_ -, ,.• ,,~ �.�,,. ., ,_, ..�,-' .., i TYPICAL HALF SECTION OF RTE. 1012
.....,,,
E
ip2$11,
�rgir ro R
_... e
.. a � 17
...� VA E z
� I012
2P TE�EpH
55 O� ESM\ � \
1
SILT FENCE REQ'D• r
EX. GAS C '
{..
f J
a
EX. GAS
1 ,
7
k
{ T:. ; •o
t
F' EX. GA$'�/ALVE 0 la)
car
t ^ f
Stephens City Motel
Associates
~ DB 6� 0, P -o.,351 �` c
i z
0,{w
AV _ STRAW BALE
*, .. BARRVER ..R -O'
1 R E D
�,.'-.,.s...w,•N w•r.,�"„`_•+rte`-j{ (f` �-
9 / 3S /
Mp/7�
C
24
ao
AA
0
R
•'••wwwr.w„
Is EX. POOL I _ v �' ' 'w•
1
ExISPERMANENT PARKING
TING { EASEMENT FROM /
f
0 /
COURT COMFORT INN
1 . .
_.
M-•.. I 5' TEMPORARY , r
1 j CONSTRUCTION
I EASEMENT _•ry
1 XACT L
i I I , l �. / r •r
TO BED
0, ,(fY f 0 r/ ' AND REL
w.'• EX. POOL PUMP ' a
`""-►I,.., •.., .�f Y E L O W
STRIP) J A Pbo—t..-
! UTLr`Z
PI
#56 STONE 46W
TO SURFACE I W —
I �� EX. 30' UTILITY €S"MT DEI
' RtoPt=2TY LN
\' 0
E x N // ,•• N
MATERLAL PIPE ELEV. �� \ •s
.•.•., •:
''' '" •S 31 ° 5
'•'•'•• 810
• •• •• OW FTG EX PP IRF
•,• 'BEL
4 f
7p -x-
. 8" San. Sewer _ _----- _-- -..
CONNECTION TO
BUILDING
Scully Ltd.
TYPICAL UNDERDRAIN DETAIL ' ` �' DB 575, Pg. 540
Not.to Scale PRESEAI.TUSE: TQNEY'5- UPERMARKET
18 CMP REQ
CONNECT TO
EX. PIPE
' f
1 GRADE. TO DRAIN
—FOLIAGE TO BE- SELECTED,
BY OWNER-•.
\\ r
NOTE:
For Roof Leaders &
Area Lighting, See
Architectural Dwgs.
by others.
CARIFUL(r CONFACIE
IsCIF III 'IVP1I C A I I
T,
VARIES As REQUIRED
Ex TERMAL CAMG Snail
(bAcREt[ SOZIDIAYETEI
�-I PORO 50 MONITOR COVER
I i/2• METES SETTING - FORD YODEL NO. WFG4-12 . LENGTH
r METER SETTING - FOOD YODEL NO VVITT-12 . LENGTN
-T-['x•COPPEa TUBING AMO ExhWfION Loop
(CONTIMOUS FROM MAIM TO METER WITH90 JOINTS)
SO4-21 Pvc P"It LAY Be USED FOR 2 LIME.
2" WATER METER DETAIL
Stepon 1 be Plorlded
'
Cor'oacted Soil
Staked
r- - _
t ruti ' r
Stray Ba'e
..._... ..........-.._.__.1,1_.._1
€10 Cite
ilQlt�;
..........
-
_Kt _................. ... ..
I €9/2ti�AK/�EviSED BLasLaulC� 1.AuouT1 UTILI?IESr�TG•
�w.p C.EM.aFtt:
D
SEPTEMBER 1987
2- :/O�1Z/87 :ADDED
_........-.. _ - - ----------- --
t=tsve'�.,,..� Exi-r SIGNS 12 VDO I
......... .
----- P�... _ .
r
'" E• M
Q
as 6•rdRl
ee
s °p'^O 's a oe included In nM price bb to, the drop
'lel complete
: t
11\1J/`I
_- 1
n' 'i v �—
_
q }
C E M
M.
,y..., ••.r.aw..: w rr..•,. ui '�• W
L_ - _-- -
P •
:dl coat n place CO -01- a be Class A 3 For Drecaf,
See Shot, 103 01
..........
._-,.
.__....................It
_ :......... ._....__...................................................
-
. ...
a
W. P.
': r
--Ilrl. I' l A N r •. r r al.
I
91 —z -y-- _1 9
2 —1
SECTION A -A
on tri! plons 11 be
tett p a"N"'OP f lehe sM1urtWe pea' OlminalMs'
..
I
•'_r-- --�
apploN+cd
orf oppotlmor. orvylar es'"nah" purpous and the
?crWl
?.�•�hr),h`y/r .�}�% ��"i/�rol% 'Nle W!•>r',OWr• ,�tiF iI'v :•�Y7•CD 13- LI
tit`
(Groh Removed) C'N 0 a El" .01trn :w.ell Q apps 12 -
a b n CONCRETE iUA FOR MIN DEPTH
arlanyw'I Stall be determ'ned by lh fonlr ,
I•Cm "I'd commons - o< or
n me event rM —t d Re -tk* Me e let. W_ Itm
carnerahl
KA wayl ,Amer,
10 O rds Cpic
• WfeD ,OI! ran 12"-12*' pa fl'C ladMO. IO pDyIIrN CdeeN KryMOYa br aerel 12 "C M% Poe 1840 C. Yds ConcR1!
18 CMP REQ
CONNECT TO
EX. PIPE
' f
1 GRADE. TO DRAIN
—FOLIAGE TO BE- SELECTED,
BY OWNER-•.
\\ r
NOTE:
For Roof Leaders &
Area Lighting, See
Architectural Dwgs.
by others.
CARIFUL(r CONFACIE
IsCIF III 'IVP1I C A I I
T,
VARIES As REQUIRED
Ex TERMAL CAMG Snail
(bAcREt[ SOZIDIAYETEI
�-I PORO 50 MONITOR COVER
I i/2• METES SETTING - FORD YODEL NO. WFG4-12 . LENGTH
r METER SETTING - FOOD YODEL NO VVITT-12 . LENGTN
-T-['x•COPPEa TUBING AMO ExhWfION Loop
(CONTIMOUS FROM MAIM TO METER WITH90 JOINTS)
SO4-21 Pvc P"It LAY Be USED FOR 2 LIME.
2" WATER METER DETAIL
Stepon 1 be Plorlded
'
Cor'oacted Soil
Staked
r- - _
:o pre.ent piping
Stray Ba'e
'I�I
niter P {' F • I teres
ilii •5e�i en•I t �b te'
_
'_
NOTES
sr
fi��t Old •- li
--
-'ll
D
-COYPACI(O
YAIERIAI ...�
CLASS 'B" '=^ =--.;es
::a•as 'el Ea _
NOTE: STONE AGGREGATE FOR PVC PIPING ::e -i is %•colica tion
TO BE ROCK DUST SAND, PEA GRAVEL, -3 -e] -- "'2: protection is aoplicable where the inlet
OR APPROVED EOIIAI. -e'';W7
_ area (slopes no greater than 5 percent) where
BEDDING DETAIL 9eE - - .t ex:ee_'": ).5 cis) are typical, The
" 'Ats oncentrated flows. scU•
STRAW BALE DETAIL
\„ ?77
Alla Food Service Inc.
IB 482, Pg. 229
Z" 7- Ex.G.v.
M� ee
Ex Fire Hyd. Ass'y
EX L.P
vl `"
EX. PP
M11
...........:.
lnv, 733.4
EX. '.W/M ' d'
Ex. Vyatdr Main
f (n
ri
� M1�
Ex. v. 731."1-4
f '
Se, posts and excavate a 4"x4" 2. Staple wire fencing to
:Tench Jpslope along the line the posts.
:)f posts.
4"
,ttacn the filter fabric to 4. Backfill and compact the
the wire fence and extend it excavated soil.
'nto the trench.
Extension of fabric and
wire into the trench.
Filter Fabric —
x )III=1IIf�
CONSTRUCTION OF A SILT FENC
SILT FENC D TA
J*
QStephens City ° ~ •]� �, �� 4
Warr y / ..;//, •_•!
�• ; •�-• �: IBM 7811 ��++tt .'e Radio
f eM i lr , Facility -
°, tag l .�,..� f. '•' .o••°//
WT
�� Qulr Gren Hil �N r, a ° 1 /� • _ ':` +n C
1
Cern
EltCyl/{TrIGIi 4f •.o• 7f3 •/ 0 /� �
\' •// / 6• - 1' v + 1' ADO
M
o
4 752'.
lip
n° /� - _ + ���•'1 A
7.5"3
l oy •
50 0
V
VICINITY MAP
Scale: 1 "=2000'
GENERAL NOTES
The contractor shall furnish all materials, labor and equipment and
perform all work including restoration for the completed installation of
the utility system, and all other improvements shown or implied as
necessary for the completed facility ready for use. Unless otherwise
noted, spiscifiurtons for all work to be in accordance with applicable
'l irglnu Department of Highways and Trans ortation V
gilbert we cliff
150-C Olde Greenwich Drive
Fredericksburg, Virginia 22401 (703) 898.211
ro ona•ne <onc •.r RrYMa. a erlw�m.ew of arel"hat",•.wIiy0.nrro Spee} I Of 2
_ .rf b..•'e.r�rla.e ... osero•rw er Ir err• , � u
1 , E sE• .. n.te
Fa detOdf I Inlet Frame b Coen GdMnreo pate lobe Deni -""'• I j' - t
1-- -.
on 0�, rf'1 Ff set SI'd IC -2 on on ^hr of 66'30 aM IS ro
ar' ♦ - , - BAl c be anchored . rh {'. q' %tw %rror
T - - r2• -GNe Fint a - - -- COIGYcivf MlidM to bent dare •�' , -; .i sew +Ira caries lay
ot2'C-C , •t, IV, o'r-
Mia
I, a E Tpae A Two a
1 I I �}-}�{y }}--{}-}} ;}--{}_.}� y�.y�. yy_��_y� y��yE ±±f:::I-i 3=0' 7� NOSE ILS
id -A
I- - II 4 -- --- • -
-Bos A Fess M c.e-
Y 11 -Slere D E•oelanaAt
-aM E
EyeMian J06M '
-�,a-- n WI M reatMlrlM In Ytfal cwt °r zIft No" cars, 60tw Is to be Moted(ses Mbn I�
J PLAN s.o 3'Cr-_ a
IECTION B -B
f -- ------ - L - Y&OW - We. 20' - -
Al-{e1, 3-0 glrso CnlMlat 5-0I I
B . ,� Aeeroorh cvHM
a�s�� - ------ -- - - --- --- ----- -Bar G Or
_ .
Sen t B 2• Ylin - -F -_ cow "Al.
I I aIle F 11} To. A Fav ft.." cion,
a ..en lH , � jfdrGMOr• cion,
y r e 7 nail -ter w CG -3 a Cc I Sl or•da e:
I woo Tal. p
l wrv• s v anal,loll u. wed 1
FRONT ELEVATION M rG-i a cc a Soa+.e.ss o• '
,me) G i •l r.t,'•. ,
_ n otra.n ..Gold• Io br arose Gere w
M,y P'p. u"'v"" 'rani rN taloT d'o ewateN —.1 awo G• ' • i drrb"'o1• .•.
�A d r,•t"'S r." 'r'.r•e.tlr 'n•il.r rx M. • r! ,nal to -Ned- hw .' 12•.12 D bJ.o•t , 1 sin ST
•AZ eine•, '.o.ar a ere..nl peMrr a _n , d, .Toler n „r , - - : '- •'r .
. an ro'I,a'n mil rrar W .nS, .�rr.l . .Fre Ira Co., ,a 'nrP' N•..•W — hr •r•rlWdre �, Ili• W.
era o 07 n¢n, �rrnber'• ' yI _ .r—
Yxx v. u -radar• .'M M•' e`a ew�.'nT•Ir •r Kr s•d Int rM syr -1 - 03
.•ondo-e oro..,q n' MH •-'•• rl^
DI -38 -
r 7
I I
N
. 11 rn. w 'w 'eM•
n. .•.•... r m..,,. I- .n M With n ., ora- ' +..' w ti •wePrJ - rr.aa.• -n
.n a'M'11�• r prv,'••'M'n br mro•••••.I ',,.w 91arle sM�s I ti r ' N' Kn""�r tM par •`f a -rr.rM
•N �'vrr N Mr n,r l�.l lyr „Sae r. .A ar.MNr M,mrwf w M+d Yore n M d b Map .a.r,a•IwI•
mr •rr,.rlwe Pion- H- donln•rms , pro,•.••'r
In' r• 'Ileth" prses•, .rid Is, .1 -
Isla, M M,nn• h, Ila ,intra a• 1 rrq,n N 40, I 1 • •.r, Co... Or I A iia
Iron IMJ roed'rwn• W,.w Il,r.i •sN- t 1l1 U.darl, ••r, h.�, • �• ro n• r,nMJ 'u core.+. �•, n oM
fr.• '«•. n.r; e. t•.r coir. rn•I ,n prP. a ,
DI -38 DETAIL
USE 8" 21�A — ---- ---- -- — _ — --j
& 2" S-5 SURFACE
I
FOR VD&T --NTRANCE— C&G (typ)
PERMIT
I �
7 3 6 +L It 7 3 16
0
O
O.
'- / / EX. GRADE PIPE
11 c- o
00Cl) 1 =
I
E-
732 --- - I I �/ 3 12 �� Ir
z _
00 co z z I, 0 0
�.
c\j •– v v P
i
T RM MAIN "A
z �/ cafe: 1"=40' HOR. z O I
728
72
,..,.,,:. »,..,:..,.. .,,,.._.,..:... ..O.. .. ...... ....O.a�cli 728 :.M1"=4' VER.
O
op r
N
0 O,Mwirr, .,.ens.wVOiu
a.»..
0
ssociates, inc.
M
ENGINEERS — LAND PLANNERS
SURVEYORS
20 South Cameron Street
Winchester, Virginia 22601 (703) 667-2139
740
I irgmta
Department of Heath and the Frederick County Sanitation Authority
and the etrRtract documents.
The engineer has attempted to locate existing subsurface utilities;
however, such may exist that are not shown. The contractor shall
exercise care in this work so as to avoid damage to any utilities. Any
damage shall be the contractors responsibility The contractor shall
notify all utility companies 72 hour prior to constructton.
7 Any unusual subsurface conditions shall be reported Immediately to the
cngmew
a ,he owner has provided a base line surrey and bench marks The
contractor shall be responsible for all construction stakeout. All
dimensionselevatiuns and locations shall be verified in the field by
each contractor prior to beginning the work,
Water and sewer lines are to be constructed in accordance with these
plans and specifications and shall additionally meet all requirements
of the Frederick County Sanitation Authority The contractor shall
coordinate with this agency and arrange for inspection by the
Authority as necessary
h The contractor shall obtain all Permits required for this work and pay
All
assocated fees. R
Base lines and control survey by Gilbert W Clifford A Associates, Inc. $$
H Thecontractor shall employ erosion control devices and methods as
required to meet the intent of the Frederick County Erosion Control
,rdmance. %o area shall be left denuded for more that 60 calendar
days
" Contractor to dean up and restore disturbed areas immediately upon
complenon of pipelaying in the affected area
10 All grading and improvements to be confined to the project area unless I
otherwise indicated
1: All!ill material shall be compacted to 95% of theoretical maximum
denstty as determined by A S.H.O. T-99 Method A, within plus or =
minus 2 percentage points of optimum moisture for the full width of fill
fK-tiOn
- Exact locanons for sewer and water services to be a directed by the
Frederick County Sanitation Authority Inspector in the field.
Contractor to provide assistance as the Inspector may require in this {
effort
1' R. 41
44
1/4":1'
6 •' JOINT
MAT'L
6" 6r'
4' 21-A
I
6x6 -10 GAUGE WWF f
6
TYP. SIDEWALK DETAIL s
750 Not toSdWe 750'
Z / Z
r z
LIJ
W / w {
7.46 U) -- --- a 746;
r £
r
742 - - 742
/ F. F.
740.00
738
734
730
Prop. Grade ,
r I I
/ Ex. Grade
3
734
SECTION A -A
Scale: 1 "=40'Hor•
t "=4' Ver, 730
0 0 p 0 0 > AT AT >
Ar
0 61X
73$ 0° - Ar xao_ x110 0 0 -- 0 0 0 0-- 738
C&G(typ)
0
0
E' n
N O �
734-_- �- z 734
_ '- USE 6" 21-A AGGREGATE
in a 2" S-5 BIT. CONC.
O IN -PARKING AREAS
Z_ EX. GRADE @ CL PIPE -y
T3 6730_ —_-- -- —T- �
--- --- -----� _ 15SMP 4.09°/ 7 3 0
STORM LATERAL "A-1"
Scale: 1"=40' HOR. coy coo
732
o+• + 0 1 "=4' VER.
PROPOSED RESTAURANT sc alty
Site Development Plan 1<e.V1c/07
E114AL SITE PLAN
PWVED )
Town of Stephens City, Virginia
I
Sheet
of
Stepon 1 be Plorlded
Thal Iia o"orWeOln
Tor 601misw S, it ST,
-0-2"- -- -.
NOTES
/\/
_
TII�— } - -
G --__..— M
A
.
-. n
1
xx .
d S g Ldar • ' 12' m
'V m
•
1' ;)a rfep tali MDulnym depm (Nl a Oe 10 Far Wearer depth uG,
Standard -
a U
Neely spas Algid an porn Hr Invert Fro be %hoped
q-deWn A n attordance rllh Slplddy 1'111, IS- I The C., of
T6,dOV=,
plocNlp oil MOWMN ra100,101 to
- ...rw. •.. n :^w :. .•.r
/ \
I i
tar In olrr 117 -IS•- p Or 2•'
as 6•rdRl
ee
s °p'^O 's a oe included In nM price bb to, the drop
'lel complete
•
.`
11\1J/`I
_- 1
n' 'i v �—
_
Thr% Item ,,, be precosl pr cosy �n once
,y..., ••.r.aw..: w rr..•,. ui '�• W
L_ - _-- -
P •
:dl coat n place CO -01- a be Class A 3 For Drecaf,
See Shot, 103 01
. r
The _Wdswtr rsa' )horn on er standards and spec't:ed
': r
--Ilrl. I' l A N r •. r r al.
I
91 —z -y-- _1 9
2 —1
SECTION A -A
on tri! plons 11 be
tett p a"N"'OP f lehe sM1urtWe pea' OlminalMs'
..
I
•'_r-- --�
orf oppotlmor. orvylar es'"nah" purpous and the
?crWl
?.�•�hr),h`y/r .�}�% ��"i/�rol% 'Nle W!•>r',OWr• ,�tiF iI'v :•�Y7•CD 13- LI
tit`
(Groh Removed) C'N 0 a El" .01trn :w.ell Q apps 12 -
a b n CONCRETE iUA FOR MIN DEPTH
arlanyw'I Stall be determ'ned by lh fonlr ,
I•Cm "I'd commons - o< or
n me event rM —t d Re -tk* Me e let. W_ Itm
carnerahl
KA wayl ,Amer,
10 O rds Cpic
• WfeD ,OI! ran 12"-12*' pa fl'C ladMO. IO pDyIIrN CdeeN KryMOYa br aerel 12 "C M% Poe 1840 C. Yds ConcR1!
" botom of r he %Nuc Ne,Iti r,Nrt Of tti s►hen.e
Cbin I/•- rI1l5, pl GalYgrvred steel Tire, means OI,IMelnp tNlle meM cool 1j <OK ppf ' 1526 Cu Yds LOnCrtI!
SMI be shooed .dh ^erinen rat, a amwM, S tr161:
• --�.I{
malmYn Fre dna 0 03 "Ch. manber q IB'Cc:: ape 1620 Cu Yds Corer ere
be wDahl, red.rhM opp[•wd t3. I!,e
rMsn Md14! CIOIn anchored }tinny 10 Ergr 2q CTc pro!' 1e17 0. Yds rMKrel.
o p�'9 d rorty the Ibvchas The coat for
lxsr shop" .1"I De o'chded n !r once bd kr
•.•.I
outside of struchh
Ada 0.69 Cu Ylae per adm,Ionol too,
of depth
Mr StruCSV!
MAN
�EC TION$TEFL-}- fSECTTION rCa.ST IF"
_
L_21! .2111 2'7" ..r
10-a'a^9-- i •Lops to 14
z '-
6
3
1
NOTES
rr. I f oo•
ow reesed I Cost Mall of,
p"" 'i l
1�
1
1
II I
.I. • • ' .Gra e•r n r•Iu
�, b, a
Tr I rr'u�•, •""' tX
' '�UN
$ECT
i
I 1r.•M•'
weld •a•IW 66.30. I•n'•,,.r
1
II11 rl (�
IIIJI U fl 'o
Ill
I
mNllpdn <A rlge.
Il
era: IM opgofol t NYflights.
may De 0,0110ed forrM cosy n
ro o ref
.
ry
lois ns Ino., herein
corNdort URI
-- - - -�v
$TEFL AST
1 .
o
.,J- •.Ful 'nWrr ----- }I/
s,coP. �,q ra.Nrsu—_ - -
r 9i •}- II
%f
.tri -•
� _11 `1f 11
1 )
SECTION C f.
SECTION 8-0
rat swrt tlws {_t=•C c �-
LNAa• , fico
SUS (»KY
`
DEEP SERVICE LATERAL •S•• }' _. i{'-"- r • u
-
1
DETAILS
OF COLLAR AND GRATE
SANITARY LATERAL DETAIL
DI -1 DETAIL
gilbert we cliff
150-C Olde Greenwich Drive
Fredericksburg, Virginia 22401 (703) 898.211
ro ona•ne <onc •.r RrYMa. a erlw�m.ew of arel"hat",•.wIiy0.nrro Spee} I Of 2
_ .rf b..•'e.r�rla.e ... osero•rw er Ir err• , � u
1 , E sE• .. n.te
Fa detOdf I Inlet Frame b Coen GdMnreo pate lobe Deni -""'• I j' - t
1-- -.
on 0�, rf'1 Ff set SI'd IC -2 on on ^hr of 66'30 aM IS ro
ar' ♦ - , - BAl c be anchored . rh {'. q' %tw %rror
T - - r2• -GNe Fint a - - -- COIGYcivf MlidM to bent dare •�' , -; .i sew +Ira caries lay
ot2'C-C , •t, IV, o'r-
Mia
I, a E Tpae A Two a
1 I I �}-}�{y }}--{}-}} ;}--{}_.}� y�.y�. yy_��_y� y��yE ±±f:::I-i 3=0' 7� NOSE ILS
id -A
I- - II 4 -- --- • -
-Bos A Fess M c.e-
Y 11 -Slere D E•oelanaAt
-aM E
EyeMian J06M '
-�,a-- n WI M reatMlrlM In Ytfal cwt °r zIft No" cars, 60tw Is to be Moted(ses Mbn I�
J PLAN s.o 3'Cr-_ a
IECTION B -B
f -- ------ - L - Y&OW - We. 20' - -
Al-{e1, 3-0 glrso CnlMlat 5-0I I
B . ,� Aeeroorh cvHM
a�s�� - ------ -- - - --- --- ----- -Bar G Or
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DI -38 DETAIL
USE 8" 21�A — ---- ---- -- — _ — --j
& 2" S-5 SURFACE
I
FOR VD&T --NTRANCE— C&G (typ)
PERMIT
I �
7 3 6 +L It 7 3 16
0
O
O.
'- / / EX. GRADE PIPE
11 c- o
00Cl) 1 =
I
E-
732 --- - I I �/ 3 12 �� Ir
z _
00 co z z I, 0 0
�.
c\j •– v v P
i
T RM MAIN "A
z �/ cafe: 1"=40' HOR. z O I
728
72
,..,.,,:. »,..,:..,.. .,,,.._.,..:... ..O.. .. ...... ....O.a�cli 728 :.M1"=4' VER.
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ssociates, inc.
M
ENGINEERS — LAND PLANNERS
SURVEYORS
20 South Cameron Street
Winchester, Virginia 22601 (703) 667-2139
740
I irgmta
Department of Heath and the Frederick County Sanitation Authority
and the etrRtract documents.
The engineer has attempted to locate existing subsurface utilities;
however, such may exist that are not shown. The contractor shall
exercise care in this work so as to avoid damage to any utilities. Any
damage shall be the contractors responsibility The contractor shall
notify all utility companies 72 hour prior to constructton.
7 Any unusual subsurface conditions shall be reported Immediately to the
cngmew
a ,he owner has provided a base line surrey and bench marks The
contractor shall be responsible for all construction stakeout. All
dimensionselevatiuns and locations shall be verified in the field by
each contractor prior to beginning the work,
Water and sewer lines are to be constructed in accordance with these
plans and specifications and shall additionally meet all requirements
of the Frederick County Sanitation Authority The contractor shall
coordinate with this agency and arrange for inspection by the
Authority as necessary
h The contractor shall obtain all Permits required for this work and pay
All
assocated fees. R
Base lines and control survey by Gilbert W Clifford A Associates, Inc. $$
H Thecontractor shall employ erosion control devices and methods as
required to meet the intent of the Frederick County Erosion Control
,rdmance. %o area shall be left denuded for more that 60 calendar
days
" Contractor to dean up and restore disturbed areas immediately upon
complenon of pipelaying in the affected area
10 All grading and improvements to be confined to the project area unless I
otherwise indicated
1: All!ill material shall be compacted to 95% of theoretical maximum
denstty as determined by A S.H.O. T-99 Method A, within plus or =
minus 2 percentage points of optimum moisture for the full width of fill
fK-tiOn
- Exact locanons for sewer and water services to be a directed by the
Frederick County Sanitation Authority Inspector in the field.
Contractor to provide assistance as the Inspector may require in this {
effort
1' R. 41
44
1/4":1'
6 •' JOINT
MAT'L
6" 6r'
4' 21-A
I
6x6 -10 GAUGE WWF f
6
TYP. SIDEWALK DETAIL s
750 Not toSdWe 750'
Z / Z
r z
LIJ
W / w {
7.46 U) -- --- a 746;
r £
r
742 - - 742
/ F. F.
740.00
738
734
730
Prop. Grade ,
r I I
/ Ex. Grade
3
734
SECTION A -A
Scale: 1 "=40'Hor•
t "=4' Ver, 730
0 0 p 0 0 > AT AT >
Ar
0 61X
73$ 0° - Ar xao_ x110 0 0 -- 0 0 0 0-- 738
C&G(typ)
0
0
E' n
N O �
734-_- �- z 734
_ '- USE 6" 21-A AGGREGATE
in a 2" S-5 BIT. CONC.
O IN -PARKING AREAS
Z_ EX. GRADE @ CL PIPE -y
T3 6730_ —_-- -- —T- �
--- --- -----� _ 15SMP 4.09°/ 7 3 0
STORM LATERAL "A-1"
Scale: 1"=40' HOR. coy coo
732
o+• + 0 1 "=4' VER.
PROPOSED RESTAURANT sc alty
Site Development Plan 1<e.V1c/07
E114AL SITE PLAN
PWVED )
Town of Stephens City, Virginia
I
Sheet
of