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SEPT. 1, 2003
N/A
ME
PROPOSED R LINE
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The a mp ae s st. fl te cle arly
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n a rcea anx r �ae re" � �r aerc r g_ ry e a � project, W ni e r W w �, � G' r ce r c Y v u u
to V�OT
r-
Proposed d A ea 9, 0 00 s f + 10 000 s � 1 9 r 7C? ��
aSe d
# of Ha ndicap ndrea Spaces es Pr o p
i , ti
Seals Signatures
PROPCSED SPOT ELEVATION ,r �
6.
The con � t or will ea responsible for adcq°1oats and positive drains � of this site.
and ti t testing steal be conducted
according all standards,
Height Maximum 3 5 feet
of Loading S pa res Proposed G
STORM SEWER ��O�. � ��,
»
The contractor WBII obtain Disturbance rCe FrT1t prior t� any site work or construction.
V All r0 dWd Y fll. base, subsurface
1f ;a''
compacted
f 7r t material, b �rJ of utllot stor m sewer trenches shall be in
Height Proposed 2U feet
n iata
,
C�a and f�,l�aX� Wr�ira any dedicated street ir� t i f wa shall meet t VaOT
Ir to 95 of tleoret r ea
.
maxim density as determined b AAS�T�T 7 �e� h Qd � within plus o r
.,
,...,
pavement 'aaust e inspected and dl' p rou`te `db y � professional ran�r soils engineer. A sate c ten r ca report rt supersedes
PROPOSE L SANITARY �� / ER
t,
All co nst r uc t i o n will be following laws and ur guidelines set b CS h� and VOS
aJnu � /, f optimum rm ro,s
ore for the full width of an dedicated street right-of-way. wa Y fit the direction of a
Sign Area Allowed e d 100 sf
Sign Ar Proposed 100 f
.
._...ft . . _
�.
.
PROPOSED TELEPHONE f T �T
�.
'
The contractor notify of r ��� rd of an et w e e n t h e approved plans and existing s to
l?O T ns p ec tarr, denslt Y tee
'OT
s pet-formed b a Ua l fe d , n de independent c shall be conducted as required d rn
`
ea s
f ,
,t.
contacting Jn MISS UTI"L1TY trot to an site work. All utrhtles shown on Liars ran
The contractor is responsible for ,a tact 0 X p y p
`' conditions.
the Road Bridge Specifications.
be submitted to V7OT prior to final VDOT
� copy o � II tests shall
_
Sign Hei ht A /la w ed 3 feet
l l
„
PROPOSED ELECTRIC
m
CC7M1�'rC�N LABELS Lac i'�A4TUI�
'
a Rpr a al.
Sign Height tt Pro p aSed �� feet
t
G�'re Wolfe, inc. (5"40) 54578
Y
�anln nforG'e'a7e t
10.
The developer is responsible for the relocation of any utilities es re t dr e d b this site plan.
14.
The contractor will contain all litter and dcatarrs on arts. The work must b raft in are :orderly manner at the and
I
edge f avernent and the
� p „,
PROPOSED C A LINE
Department of Planning (540) x`65 - x'65.1
°
a Standard C� and U�
`
°
n d er dr 1 ss h r l be in „ta lie d w r e rnd indicated a nt h e e Ia rs a further h e r where
of each work-day.
•
shall e of a type found in
sect/ : Contact the local V
I I
All Erosion and Sediment Control devices shown on this p I a shall be rn installed p rr r t o construction.
,t
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.t 5.
SEPT. 1, 2003
N/A
ME
PROPOSED R LINE
deter reed necessary by V
OT Inspector.
Contact Numbers
Seals Signatures
12.
All controlled fill must be compacted to a m1nrlarm of 95 ! density following Meth od A of the Standard
A
PROPOSED WATER METER
Proctor ASTM D693 , AA S1 T O T 99, or V1 i applicable. a s Any fall placed under buildings, structures, or
V1 6.
entC�
C�a and f�,l�aX� Wr�ira any dedicated street ir� t i f wa shall meet t VaOT
.
pavement 'aaust e inspected and dl' p rou`te `db y � professional ran�r soils engineer. A sate c ten r ca report rt supersedes
mini J1 deSJ n Standards
nd is the developer's
PROPOSED F,1r2E HYDRANT PROP. FH
this note if provided.
_
rn ten Ffrm;
En ee
%” le°
,t.
contacting Jn MISS UTI"L1TY trot to an site work. All utrhtles shown on Liars ran
The contractor is responsible for ,a tact 0 X p y p
V.1,%.
.
Prior a G'?C�'e tcilaCe b VE;�C)
p Y
�
/ n and or pavement markin s must be
of an streets, an required Street S r"r ale .% p �
Y Y
an basis, Stop shall
I�'laratgon�ery 8r Associates (�„�(�;� O'69�0.3C!5'
l l
m
CC7M1�'rC�N LABELS Lac i'�A4TUI�
„ r
area approximate locations and not al/ Utilities n7a be shown.
Pp Y
ev In a
dnstar d by the d e per
.:
Lao Liar t 30 rracraes tan wit
Y f �
at VOOT s discretion, b VOOT on account receivable signs
r Y
a lare/a intensity sheeting. The bottom of tied sign shall be slx'(6) feet above the
G�'re Wolfe, inc. (5"40) 54578
Y
�anln nforG'e'a7e t
�.
'OAT
14.
The contractor will contain all litter and dcatarrs on arts. The work must b raft in are :orderly manner at the and
edge f avernent and the
� p „,
r the'ed e of pavement. Sign posts
from
st shall be a na,nir�aum of four 4 feet f stir � p p
C .� «
Department of Planning (540) x`65 - x'65.1
RY , E'S'
MONTGOMERY
PROPERTY LINE= OF PROJECT
of each work-day.
•
shall e of a type found in
sect/ : Contact the local V
OT's approved list. A copy of this list may be obtained from district
n
OT Resddenc Office With an” questions re ardrng sign material and placeme t
Y 9
Site .Ina cctrons.
N0, q 0 4 cc, Nta. 0
•.
.t 5.
construction > r ces.s.
An approved set of site plans must be on-site during the process,
Department of Ins Inspections (540 665 -565th
p ,�
O � �
NEIGHBORING PROPE =RTY LINES
, ,
The rector Wrr/ notify all utility cares elates riot to excavation within easements,
V18.
The veloper must provide
to the /Deal Vi�C�T Office a /rat afall ma:tenal sources riot to oanatouctran,
P
Eraslan ar�d Sediment +�`ontrCal.
�5
�` <'
S Ca
T Ca �J
���
.16x
y Y p p
C."apfe o�"all rravoices for 1a�a
rrar within an dedicated street right-of-way must be provided to the local
er s t y q Y p
Department of Works -5643
p
O �,
NA
UR�
-NT LINE
EASEMENT
17.
The contractor will seed and straw, f o r sold stabilization, any disturbed areas that will be left for more than thirty
VDO Residency Ofce prior
to acceptance of that work. Unit and total prices may be obscured.
r `rid trVate .
Sa tartar ,Sawa a
CORNER FOUND
Y s,
Fred; Co. Sanitation Authority ("540) 869 -1061
V19.
A ' r ate bases and sub -b
00
.'
m' an of a mechanical spreader.
see shall be placed on the sub -grade by means �
054 -
Tele hone, VeriZO17 (30.1) 6 8
._.�....,..,p.,�..._w.�...
`0
.
THESE PLANS ARE IN CONFORMANCE l�ti'ITH COUNTY OF
PARKING SPACE TOTALS
�ensr yw 1r be determined
ern the density strip as specified in VCOTs "Road and BridgeElectric:
.c�.., . AJl e 1 an Power ` C 80 ) 65 4- 33 1
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
DEPARTMENT OF INSPECTION GENERAL NOTES
S ecr rcatrons (Section ,304
P
rfr coma actJOn technrcran shall perform t'hes'e tests ,�
and ` VT�'l .i 0. ,� certified p p
Co. 540 91111
�'aS. Shenandoah a� ��
(` )
OR C'h#ANt:,F IN THESE PLANS SHALL E3E' APPROVED BY THE
" "
AOA HANDICAP PARKING STALL
cer d ca PY of the test results
ne
s s. h e // be provided yr ded t o the e Re a d e n c Y Offi ce. ce. I� addi tion t r n to ch ecking eckrn s to
MISS UTILITY: 1800 5
ZONING ADMINISTRATOR PRIOR T O CONSTRUCTION.
dept a f)tT Inspector s
all be notified and given opportunity to be' risen t dt rrn the construction and
SIGNS
1
Building(s) � s rust Comply With the Virginia Uniform Statewide EUI/drnp Cade Sections 304 (Business) � i
test in o f the densrt coati
1 strip.
;
(Storage) and the BOCA National Budidin Code /L 906. Other codes that apple are CABO Al 17.1-92 Accessibility
SANITARY MAN
2:
and the e sable Building 1 Facilities.
The requirements rr �OCA mandate either r a fire wall Section i07 ) or a fire suppression system if height and
V 0
t e p ave men't
as'p h I t concrete
e
is lat est tes dition of ? O s "Road and Bridge d
be placed in a ccor danc` e , t t e 0
p.
Maximum
1. tnor lighting W_ i n be pr ovided b wa ll-pack
e
area limitations ore exceeded far the type o f construction under Tab l e 50 % of 3OCA.
5 eci atrons r� Sect ion 3.�
�wrt,l
and VTN 7t. A certified compaction technician sh ll aria r m these tests.
'
Enveranmental EkFStrn 9Disturbance Proposed
,.
lights attached t4 the building 8 /d ht p eras,
R
STORM DRAIN STRUCTURE IDENTIFIER
..
`
A design rofessronrl licensed of the Carrnmonea /t h of �rr late shall seal the structural l plans submitted for
ce d copy of � test
hall provided to Residency Office -A ��O T Inspector h l 1 be notified
'
Filatures Ace�e Allowed Disturbance
'Ex
2. A 11 lights will e shielded or directed t o prevent
a
building permits. Plans mast show "gin In tress / e res locations to the exterior" per CA6O ,11 .1 9 and meet
:
and van the opp oltUnit t
be resent Burin the construction a n testing of the co ntrol strip,
Flood p tarn 0 acres 0 o /0
0 /
glare on neighboring properties.
rytCMT P L. ES
re q Urrerrents of Chapter 17 of OCOA>
3, Outdoor trash receptacles will be in n enclosed
Maximum slope across handicap par k nq stalls shall not exceed � /,
V� 1;
App vet of Lirs /an shalt expire
. .arr
three 3 1Y eats from the date of the approval letter,
Lakes &Ponds 0 acres 0 /
0
six (6) foot fence.
5.
A greasa %r/ eperator s tee be r Hate Ir ed rf a floor drainage system is installed within the repair area.,
Wetlands >1AC 0 sates 0% '
0 /
4. This project will not disturb er environmental
L CA TI O N O F T E S T P f TS
F
"h� arn 7nharrt�r'ftr�! drr, irrrtr' ("tro ~�rn lip tai,t7M n"9er,rttnt tiFqirI?:
f strae ,7 o /
it /
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SEPT. 1, 2003
N/A
ME