HomeMy WebLinkAbout66-05 Gas Mart No. 6 - N Fred. Pike - Service Station - Gainesboro - Backfilevata Dep arhaext of Transpartatio=
wma DlvWd
May 1, 2004
IOT GenemlNaies
All work on ti:is project stun conform to the current editions of and lateA revisions to the
VingniaDepementofTransp�orWion(VDOT) RoadandBridge Specificatioruarx4Standards,
the VirginiaRrosion arldSedimer:tCor:txol Regulations, and anyotimt applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
andRegdetimx% the most stringent. shall govern.
All construction st1a11 damply withthe latest U.S. Department of Labor, Occupational Safety and
HeolthAdministration (OSHA), and Virginia Occupational Safety& Health(VOSH) Rules and
Regulations.
t. When working within VDOT ri&-of--wax all traffic control, whether permeneit or temporary,
smll be in accordance with the cant edition of V DOT's Work Area Protection ivlu mal-
Furthermore, all traffic control flaggersmudbe ceMiedin accordance with Section 104.04(c) of
the VDOT Road and Bridge Specifications.
t The developer shall be responsible for relocating athis expense, any end all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned byVDOT or private f public utility
companies. It is the sole responsibihty of the developer to locate and identify tutilityfacilities or
b ' inflict with the proposed construction activity. V DOT approval of these
Y21. In accord c „- `_ -_7 -tictri?J2.03, the foundadions fa pipe cdvertsthirty-six f361 inches and
larger shall be explored below the bottom of the excavation
o toddtior} exm o e type
and on the addition
of the founndation. The contractor shell report findinga of fpl
and VDOT for approval prior to placing pipe. F oundation designs shall comply with VDOT
Road and Bridge Standard PS-1. Where soft, yielding or otherwise unsuitable foundation is
encountered, 11he foundation design orator sued for foundation stabilization shall be determined
by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from she date of the approval Ietter,
V223. VDOT Standard CO-12 Curb Ramps shall be installed where indicated on these plans and/or as
spocifledby VDOT.
!V224. VDOT Sundard.Ouardrail shall be installedwhare warranted and/or w proposed onthese plans
in accordance with VDOT'sinstaflation criteria Final approval of the guardrail layoutto be 6venby
MOT eftar grading is mostly complete
items Met may a In CO -
plans does not indem rify the develop or from tlisresponsibility. "> 1) O O Q
3, Design features relating to field construction, regulations, and control ar safety of iraflic maybe O O Q C 61; 21 - A O O Q
subject to change as doomed necessary by VDOT. Any additional expense incurred as aresult of STONE O n O
Q 0O
anyfieldravision shall be the responsibihtyof the dove oper.
be responsible for acquiring all necessaryVDOT
S
prior to initiation of work, the contractor shall
landuse permits for anywork within V DOT rigbir of -way.
ZONED B - 2
7.
IfragWredbythe local VDOT RoddencyOffice, apre-construction conference shall be arranged
and held by the engineer andfaf developer with the attendance of the contractor, various c ourtg
PIN # 4 2 - ((A)) -- 2 5 3
B.
agerxies, utility companies andV DOT price toinitiation of work.
The cunUdctor shall notify the local VDOT Residency Office wheuwork is to begin or cease far
EXISTING AREA = 1,141 ACRES
anyundetermir*dlength of time. VDOT requires and shall receive 48 hours advance notice prior
inspection.
4 8 ACRES
to any required or requested
ADDED P R O P E �'. T Y =
?9.
The contractor shall be responsible for maintaining adequate access to the project from the
adjacent public roadway via a construction entrance that is constructed and maintained in
Virginia an
Erosion and Sediment Control Handbook -TOTAL
-
T p T A L AREA - 1.621 ACRES
accordance with Section 3,02 of the
Furthermore, access to oiler properties affected by 1.1is project shall be mairtained througb
construction The Developer sb.allhave, witlinthe limits of the project~ an employee eertifiedby
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and sediment
on a continuous
THIS PROJECT C p N S I S T S ❑ E ADDING
Control who shell inspect erosion and siltation control devices and meamlues
basisfoi proper installation and operation Deficiencies sell be pr=ptlyrectified.
the site during and at
A PAVED DRIVE E ❑ R S T A C K I N G
Vlo.
Cordractor shall ensure adequate drainage is adhered andmairfained on
We end of construction.
lines within existing or proposedVDOT ngit.oRway shell have amirumun
AND M A N U V E R I N G F- ❑ R LARGE TRUCKS,
V11.
All water and sewer
thirty-six p6) inches cover and when possible shall be installed under roadway drainage
fecilities at conflict paint.;.
V12.
Any urnusud subsurface conditions (erg., unsuitable soils, springs, sinkholes, voids, caves, etc)
shall be immediately brougiht to the atterdion of
TRIP G E N E R A T I ❑ N
aracaurtered awing the course of construction
the engineer and V DOT. Work shall cease in that vicinity until an adequate design can be
PER I T E MANUAL
determinedby the engineer and -approved byVDOT.
V13.
All fill areas, borrow material and under cut areas shall be inspected and approve d by a VDOT
reprecantativepriortoplacemantondfill, VdhereCHRtestingisrequirect aVDOTrepraserittive
8 PUMPS 6
2,400 SQ. FT! (GROSS)
shall be presort to insure the sample obtained is represerta:tive Of the location When soil
laboratories for tasting the samples shall be clearly identified
WEEKDAY TRIPS
samples are submitted to private
and labeled as belor4ng to a project to be accepted by VDOT and that testing shall be
7o m-gam i80
p erf orm e d in accordance with all applic abl e V D OT standards andpro c edure s.
4 p m- 6 p m 220
VI 4.
All roadway fill, base, subgrede material, and backfill inutilityfstmm sewer trenches she& be
compacted in six (6) inch lifts to 93% of theoretical maximum density as determined by
AM PEAK HOUR 1.90
PM PEAK HOUR 230
AASHTO T-99 Method A, within. plus or minus 2% of optimum moisture for the full width of
dedicated streetrish"f--way. A tthe direction of VDOT, density tests shell be performed by
any
a qualified independent agency in accordance with VDOT Road and Bridge Specifications.
Certified copies of testreports shall be submittedto V DOT daily, unless specifiedotheswisa-
V13.
VDOT Standard.CD andUD underdrains shall be instailedwhora indicated ontbeseplet,s andlor
as specified byV DOT.
LAND OWNER & DEVEL❑PER
Vld.
The installation of any entrances and m ailboxes within any dedicated street rigiirof-way shall
m eetVDOT minimtm d.6dgn standards andisthe responsibility of the developer.
HIGH UP DAIRY MART 1 IN L !
V17. Prior toVDOT acceptance of any streets, all required street signage anNor pavement marldngs
shall be installed by the developer or, at VDOT's discretion, byVDOT on anaocourli receivable
4780-NORTHWEST PIKE
WINCHESTER, VA 22603
be.sisfollowingthe MarualOnUlf cemTrafficControlDevices.
MR I AIL
Yl$, The develooer shillzrovidetheVDOT ResidencyOffice withalist of all materiel �urcesprior
invoices for materials utilized within arhy dedicated
ri 'An) 877-2622
-Litt
to the IWA of constructaaa. Copies of all
axe at rig of-waymustbe pro Tided to the local VDCT ResidencyO f'fice prior to acceptance of
CONTRACTOR:
the work Unit and total pricesmaybe obscured.
be on subgrade by means of it mechanical
J ❑ N E S & FRANK
V19. Aggregate but and subbase materials shall placed
spreader. Densitywill be determined using the densitycontxai strip in accordance withSoction
3130 Er BRIGST❑CK ROAD
304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction
these tests. Certified copies of test reports shall be submittedto VDOT
MIDL❑THIAN, VA 23113
TEL# (804) 794-0771
tecYmiciansholl perform
daily, ualess specified otherwise. In addition to checking stone deptly, a VDOT representative
the to be present during the a onstruction and testing of
FAX # (8 0 4) 7 9 4 - 0 7 71
shall be notified and given opportunity
C❑ N C T I
the density cants of strip.
_TA
FRED ROBINSON
van. Aspbett concret-epavemerts shall be placedinacccrdance withSection 315 of the VDOT Road
Density shall be determined using the density control strip as
C E L # (8 0 4) 7 2 0 - 6 9 0 3
and Bridge Specifications.
specified in Section 315 and VTM-76. A certified compaction tecY"cian shall perform these
be submitted to VDOT daily, unless specified
MAGISTERIAL DISTRICT
testcopies of Certified copiof test reports shall
otherwise. A V DOT r epresoft14&ve shall be notified and given the opportunity to be present
G A I N E S B❑ R❑
during the construction and testing of the control strip.
TABLE OF CONTENTS
SITE PLAN SHEET 1 OF 2
DETAILS SHEET 2 OF r
---�,_COMPACTED
SUB -BASE
GRAVEL PAVING DETAIL
NTS^�
--2" SM 9.5 ASPHALT
--4" BM 2.5 ASPHALT
�0-0
00Qoc 81
1 21-A �'000
0-0-. STONE On0
--,,_COMPACTED
SUB -BASE
ASPHAULT PAVING DETAIL
NTS
s
-fl
d
SITE NO
22 �n
'�%VDrA/V N��C
2118 N RTH FEDRICK P
K 37
PROPOSED EXISTING
TURN LANE PAVEMENT
2' 1'
0,2' SLOPE
" 21-A STONE
RAVEL " BM 2.5 ASPHALT
SHOULDER 2" SM 9.5 ASPHALT
CROSS SECTION L N)
A M DESIG A
NTS
701' MIN. EXISTING T
PAVEMENT
�•.-.,..
1-11-11-11=II-II:�.��t�r�z�r�tILTER �(�t�f�r�!t�f�f�r�r�t�_(�t�r!r�(�t'►t�r�r� '
11=11=11=II=11- - ,
(OPTIONAL)
GROUND
SIDE ELEVATION
70' MIN.
B WASHRACK
I I- (OPTIONAL)
r
1 �5�•]� 1 ltl•
L VDOT #1 1 I .---\ PDSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
bF U 1 1UIN A -A
T
10' MIN,
EXISTING
-PA-VEMENT
10' MIN.
/ DRAIN SPACE
REINFORCED CONCRETE
�9r fit;. SECTION B-B
oo
SOURCE: ADAPTED from 1983 Madand Standards for Soil erosion and Sediment Control, and Va. DSWC
0
\
e s 08; \ ORPPOSED APPROVED
REVISION TO SITE PLAN # 50-04 k-,br
PLAN # 50-04 .
3j .1"1. \ 4 NEW 1 �
\ \ \ \ \ 66gS, PROPERTY O��j�
\ \ \ \ LINE /
89 \\\`\ \\\`,,, \\\\\ MDVE AND O
\ \ \ ABANDON
- \ \ PROPERTY LIN n�
` \ n N101 ` t -\ tU
\ 'i ry�� ". \ w v
LAIL \ M MR, LAIL \ N
ZONED,,B-3 \ \ ZONED B-3
SF
1
a
WH TER PA K DOUGLAS PARK
VICINITY MAP 'Pl?
1N = 2,000' A\
CONSTRUCTION OF A SILT FENCE
i'WTT UO UT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW r /
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
• 4•
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
Ili Jj-�-
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
Plate 3.02-1 DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from lotalla 'onoionof traw and Fabric FUter Barriers t Co tro ,VA. DSWC
Sherwood and Ilyant
VICINITY MAP
1" = 1000"
APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRAT
ZONING ADMINISTRATOR
DPTE
SITE PLAN VALID FOrR (5) \'E^RS
FPOM APPROVAL DATE,
' `~\00
�\co
!
�_
= his�.COOPER,
t'� , . r
ZCINED RA
101
r �
�/ .► / %/Ir�i�� �,��''„�"'.►'
X. DITCH
--^�
LINE
ENTRANC
U,& RTr 522
�'---N T
CROSS -OVER
BY OTHERS
EXISTING
CROSS -OVER
- - - -
-.
250.00'
U.S. R T r 522
-_--�50'00'
TAPER
ECEL LAN
64 LF 18" RCP
FUTURE
SOUTH
CL III Q 1.0%u
DECELERATION
TYPICAL PROPOSED
INV IN 890.74
LANE BY OTHER
DECELERATION
V OUT 890.1
LAN
� a
SITE PLA
1" = 60'� 0
m
60 30 U bu 120 180
-----894
Tong- - - - _ - - -� � E ISTING
- -9_ - _ ,52_ ,
8' �7- _ �5Z - -
r ENTRANCE
DECELARATIOW PER
1jNG VDOT STANDARDS
LEDGEND/E&S ESTIMATE
CE CONSTRUCTION ENTRANCE 1 EA
SF SILT FENCE 490 LF
LD DISTURBED AREA 2.04 AC
250,00'
rF*L LA
PLATE. 3.05-2
250'
-APER
STOP EXIS SIGN EXIT 1 _
25
\ \ , in V.- -
.� _ DECEL AN • ►-
522 \ PROPOSED
U.S R T , DECEI FRATION
-- --� LAN
PROPOSED
DECELERATION
NOTES
1, TANKS, PIPING, AND DISPENSERS WILL
BE DETAILED WITH APPLICATI❑N FOR
BUILDING PERMI
2r T❑TAIL DISTURBED AREA - APPRX,
1z40Q`_5=ARE --F€-
f
3. NO LAND DISTURBANCE PERMIT IS.
nrrrnllTncTt r!-14? I C-c,c THAN 10,000
VV
r
SQUARE FEET OF DISTURBANCE.
4. WELL AND SEPTIC SYSTEMS ARE
o
EXISTING,
THIS CHANGE WILL NOT EFFECT
EXISTING SYSTEM,
5. ALL TANKS ARE UNDERGROUND,
3 9/7/05 FJK PER COMMENTS
2 8/3/05 FJK PER VDOT COMMENTS
1 5/27/05 FJK CH/.NGE SCALE & DESIGN NEW CROSS -OVER
N0, DATI_ I BY REVISION
SITE PLAN
GASMART #6
2118 NORTH FREDRICK PIKE
WINCHESTER, MRGINIA 22603
Keith Enaineerinq, Inc.
P.O.Box 113
Crozier, VA. 23039
(804) 784-3633
(804) 784-3669 FAX
E-Mail: JKelth46200aol.com
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898.0
89710
896.0
895.0
894.0
893.0
892.0
891.0
890.0
889.0
888r
887.0
8861
885.
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e
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�J
�s
�I
I,
I
8'
8'
s
8
(
8
8
8
8
8
8
0
SIGHT DISTANCE Pm
0FILEv° RT.
1" = 50'
1" = 2'
904.0
903.0
902.0
90110
900.0
899,0
898.0
897.0
896.(
895.(
894.(
893.1
892.1
891.(
H11RZ, 1" = 10'
SIGHT DISTANCE PROFILE
CULVERT COMPUTATION SHEET
PROJECT GASMART 16 BY JK DISCHARGES USED ALLOWABLE HEADWATER CONTROLS
JOB NO. 12.84-A CHECKED FJK Q2= NIA -100yr. Flood Plain Elev.=�--�
ROAD NAME j DATE 31 MARCH 05 Q 10= 2.83 G a :S Design AHW Elev. _
5;,�, lON SHEET 1 OF 1 Q25 = N/A 1 Structure Elev. _
H®RZ.
VERT,
1 " = 5 0'
1 " = 2'
TAILWATER ELEVATIONS
storm =
r. storm
I _ 892 9 Shoulder
Elev. -- Elev.= 892.7
Skew = 0 Cover = 1p
Inv. Elev.= 890.44� So
Orig. Gr. Elev. = 890.74 Length = 64
Elev.= 889.80
Orig. Gr. Elev. = 890l10
- WATER COMPUTATIONS CONT OUTLET
CULVERT TYPE AND SIZE Q Q/B INLET CONTROL OUTLET CONTROL HW VELOCITY END TREAT. COMMENTS
ELEV,
HW/D HW Ke do do+D/2 ho H LSo HW C.M. SMOOTH
18" RCP 2.83 0.57 0.86 0.5 1 0.6 1 1.05 1.2 0.2 0.64 1 0.76 891.5 1.6 N A OK
SUMMARY AND RECOMMENDATIONS:
OUTLET PROTECTION VALUES ARE BELOW THE MINIMUM IN THE 1992 VA Ens HANDBOOK
-1~A T H Ok
o�
F. J. KEITH
O
U LICENTSE N
�lop 51088
, IONAL -Z;�GF-.
2
9/7/05
FJK
1
e/3/05
FJK
NO.
DATE
BY
PER COMMENTS .
PER VDOT COMMENTS
REMSION
SITE PLAN
8204
GASMART #6
�'KBCKM ®TF
FJK
2118 NORTH FREDRICK PIKE
WINCHESTER, VIRGINIA 22503
oMWM as
Keith Engineering, Inc.
' ,q 4
P.O.Box 113
Crozier, VA. 23039
A
(804) 784-3633
(804) 784-3669 FAX
20F_Z..SHTS
E-Mail: JKelth46200aol.com