HomeMy WebLinkAbout016-97 Corrugated Containers - Back Creek - BackfileLEGEND
VICINITY MAP
GENERAL NOTES
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EXISTING INTERMEDIATE CONTOUR_
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Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
EXISTING INDEX CONTOUR —
PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
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be to issuance of the site development permit. The approval of these plans in no way
EXISTING EDGE OF PAVEMENT _
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must provided prior
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
PROPOSED EDGE OF PAVEMENT
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
PROP C&G
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
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required under State law.
TRANSITION FROM CG-6 TO CG-6R = _ _ _
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5.
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The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE T
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if and where guard rail and of paved ditches will be needed. The developer will be
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ditches determined by this joint inspection." Refer to
EXISTING STORM SEWER
EX. 15" RCP
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res responsible for providing guardrail and paved as
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Specifications.
PROP. 15 RCP
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch
PROPOSED STORM SEWER
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6.
An approved set of plans arid all applicable permits must be available at the construction site. Also, a
representative of the develolper must be available at all times.
EXISTING SANITARY SEWER
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7.
barriicades or flagmen should be in accordance with the Manual on Uniform Traffic
Warning signs, markers, g
Control Devices (MUTCD)-
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE P
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embankment.
PLAN SHEET 2 AND -:5 of S
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9.
All pavement sections on th(e approved plans are based on a minimum CBR value of 10. CBR values less
EXISTING GAS LINE
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PROFILES AND DETAILS SHEET -I- OF �� � �'
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than 10 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
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PROPOSED GAS LINE - o
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EFzoSIoN AND SEDIMENT GIN-fI��-- SHEET 5 O� S ���
PLAN p,ND I�AND�iGAPING
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
PROPERTY LINE -
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SUPPI-EMF�ITAL- fPaRT FOP-SWM DI�/II7t✓5f1N� DITGH�OMf�SCt�NGt=1J"t7ED�
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on the plans and as required at the field inspection.
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11.
All springs shall be capped mnd piped to the nearest storm sewer manholes or curb inlet. The pipe shall
FLOW LINE
PROJECT INFORMATION
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be minimum 6" diameter and conform to VDOT standard SB-1.
FENCELINE
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
LOT SHOWN
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one litter receptacle shall bie provided at the construction site.
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STREET ADDRESS 100 DEVELOPMENT LANE
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to���
EXISTING TELEPHONE POLE
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WINGNESTER, VA 22603 PLAN
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
to insure that the streets are maintained in a clean, mud and dust free
EXISTING WATERLINE W/ TEE w
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MAGISTERIAL DISTRICT 5AGK GREEK , APPROVED
PARCEL IDENTIFICATION NO. -15-A-IC 8/
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whatever measures are necessary
PROPOSED WATERLINE W/ TEE
condition at all times.
LOT AREA 113(o'3 AG.
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
EXISTING FIRE HYDRANT
C&
DISTURBED AREA
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sewer lines. Information sh ould also be obtained from the appropriate authority concerning permits, cut
EXISTING WATER VALVE w
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CURRENT ZONING MI
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sheets, and connections to existing lines.
CURRENT USE OFFICE, PRODUCTION ,AND WAREHOUSE
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
PROPOSED WATER METER
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PROPOSED USE OFFICE, PRODUCTION AND WAREHOUSE
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
EXISTING REDUCER w
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
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SETBACKS - BUILDING: FRONT: 15' PARKING: FROM ROAD R/W: ZS
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
STOP SIGN
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SIDE: 25' FROM PROPERTY LINE: S'
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
REAR: 25'
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utility verification and the proposed construction.
HANDICAP RAMP (CC-12)
DENOTES LOCATION OF STD VDOT
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BUILDING HEIGHT: PROPOSED TO MATCH EXISTING - 23'
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17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSIRUC110N
result of his construction project within or contiguous to the existing right-of-way.
SIGNS: EXISTING SIGN IN PLACE
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PARKING INDICATOR
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18.
When grading is proposed wi-thin easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
K4CacJNTeP DETA (l- SHEET 3oF- "f-)
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must be provided to Frederiick County Sanitation Authority prior to issuance of grading and/or site
OUTDOOR LIGHTING: RLtILDING (�iEE
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deve►opment permits.
TEST PIT LOCATION
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
OUTDOOR STORAGE:. NONE PROPOSED
project. The relocation shoiuid be done prior to construction.
HANDICAP PARKING
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F.A.R. CALCULATIONS PARKING CALCULATIONS
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20.
These plans identify the loceution of all known gravesites. Gravesites shown on this plan wiP be protected
the
VEHICLES PER DAY COUNT
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ALLOWED LO C-X.OFFICE : 1,620 SQ 1=T / 250 = 6.48 = 7 SPACES
in accordance with state law. In the event gravesites are discovered during construction, owner and
PROPOSED = 2.4�9 �` 11369 = ®218
engineer must be notified ir-nmediatel
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PROPOSED BUILDING ENTRANCE ®� ® ®®�
EX.MANUFACTURING : 3 SPACES PER 4 EMPLOYEES
015 X 7 = 525 = 6 SPACES
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
G-X . WAREHOUSE : 1 SPACE PER EMPLOYEE
EXISTING STREET LIGHT
11 EMPLOYEES = 11 SPACES
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED STREET NAME SIGN
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LAN175iGAP1NG G.AL4IU LATWH 5 TOTAL SPACES REQUIRED : 3o SPACES
professional engineer and results submitted to Frederick County prior to pavement construction. If a
PROPOSED SANITARY LATERAL CLEANOUT
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TOTAL SPACES PROVIDED =32 SPACES PLUS
2-HANDICAPPED PROVIDED
geotechnical report has ben prepared, it should supersede the requirements in this note.
GFZEEN AP-6A
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDENTIFIER
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or blasting at least two (2)I working days, but not more than ten (10) working days, prior to commencement
G, 51 AGES PP-vP. NGw EMPh`(EC-S ', C>
PRP-KeNG SPAGE5
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of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
18
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in Frederick County appear (below. These numbers shall also be used to serve in an emergency condition.
I TFZ-E E P E (- 40` PER-1 M ETE t2
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EASEMENT LINE - - - -
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PAP-I�ING L-oT=-77e�,=-to = z-o P-G'a.h.
Water/Sewer: Frederick County Sanitation Authority
CENTERLINE
' -T 65 Pp-2�>VIC�lED
P.O. Bcox 1877
Winchester, VA. 22604
EXISTING SPOT ELEVATION
12.0
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( 540) 868-1061
PROPOSED SPOT ELEVATION
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17 F&R- to SPACE 5
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Phone: Bell -Atlantic
EXISTING TREE DRIP LINE
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P.O. Biox 17398
Baltimore, MD 21297
(301) 4954-6282
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EXISTING TREE ��;��
15" OAK � 15" PINE
ToTA� lI2-��5 PC'��/I�EP oN S( (E = ZZ 7E5
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MISS UTILITY 1-800-257-7777
( SGE e HGI=T 5 n F S)
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Power: Allegheny Power
PROPOSED TREE
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Hagerstown, MD 21741
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1-800--654-3317
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Gas: Shenarndoah Gas Co.
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P.O. Bcox 2400
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Winchester, VA 22604
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(540) 869-1111
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COVE SHEET
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Project Name:
CC F�F�L�Gz ATE ED CCNTAINEF�
Project Number:
Na. of elUTSIC>F_ I RAGTcDP- 7P-AIL- EI2•S PE P- PA h x Z = I Z
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MARK D. WITH
b No.022837
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1ti15(DE G�NTHE ROAD SALESMAN IN c�NGE �. WEE K X
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Magisterial District:
Date of Plan: (Month, Day, Year)
OUT`iIDE SALESMAN PEFZ PA'i Z x Z 9
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Owner:
Address, Including Zip Code &Telephone No.
PROFESSIONAL SEAL & SIGNATURE
100 DEVELOPMENT LANE
L-A N D LI i E 140w E E k_DA
GORRUC34TED GONT,4INER WINGNESTER, VA 22603
THESE PLANS ARE IN CONFORMANCE WITH
(540) 8613-5353
i Ra P (✓ N DS V M P L:�`(E E S
FREDERICK COUNTY STANDARDS AND
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ORDINANCES. ANY DEVIATION OR CHANGE
Developer:
Address, Including Zip Code &Telephone No.
100 DEVELOPMENT LANE
IN THESE PLANS SHALL BE APPROVED BY
CORRUG,4TEU CONT,4INER WINGNESTER, VA 22603
DESIGNED BY:
MDS
THE ZONING ADMINISTRATOR PRIOR TO
(540) 865-5353
CONSTRUCTION.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
JOB N0.
C::,gBe)
GREENUJ,4''
ENGINEERING WINGNESTER, VA 22602
(540) 662-4185
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15' SHENANDOAH GAS
CO EASEMENT
IfDB. 84S PG. 1422 SCALE: 1 " = 30'
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DESIGNED BY: MDS
MAURIGE W. PERRY 4 GARLAND E. PERRY
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Nv - 143
7- X. C7V-AVEL- 7 +
A-P
e'-ON
-rP- -e WITH WA4HPAe-K
eW AW,
7 57 4
EX. PAVED ROAD
EX- GRAVEL ROAD
clu'r
•
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PP GUYS EX. CONCRETE P,40
O1 I'�( AP i A
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EX- PAVED
x PARK[W-i
uj�AP
F
N PROP ADDITION I
WAREHOUSE
FF = 158.00
5LDG HT - 23'
FT, I II
EX- CvRA'y`EL
EX.ICONCRETE PAD ' I
r2AS
METER
A===
PROP COVERED
CONCRETE SLA5
EX COVERED
CONCRETE SLAB
s
5111'- t
Fu UJV
67
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Va--
15'6i4ENANDOA44 GAS
CO EASEMENT
DS. 8413 FIG. 1422
�nds�r �h � �� (TO+�(of ZZ-Tres) - N'
-17M. 75-A-
re!e 5; +c, bG q Vt1 1 P, l Yvtum A F, rf (n) MALIRICE W. PERRT- 4 CzARLAND E. PERRY
2- Gal I cr Gt.VVtG of ID5. 312 PGr. 6O8
Ict V1 f i Y� �M Pf"0�70.� �I �� CI �7 (l ( C4 G 1/1) U S
a V A G A N T
PA F- K(q G
3,
L\ 11
EX 5UILDING
PRODUCTION AND WAREHOUSE
FF r 158-00
5LE;iG HT = 23'
7z, � - FT.
r'4
LmP4AArA5-Cd1 i m;nLC9RqQ—"Nl91
L 11
L
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1, All vegetative, Structural erosion, and sediment
-C
L-" C,
control practices will be constructed and maintained
according to minimum standards and specifications of
LL-
the VirginjaIrvsion and Sediment -QQn(rotJl.4nd.WQh
and Virginia VK 625-02-00 Erosion and Sediment
Control Regulations
2', The contractor will install the silt fence, check dams,
a itemporary sediment basin, temporaryr diversion dikes,
add inlet protection for culverts as shown on the site
LU J)
plan prior to or as a first step in clearing
0
.3 Within seven ditvs of'reaching final gradc, the
contractor will install permanent seeding to disturbed
areas,
I
4. The contractor will contact the plan approving
> <
autliority one week prior to commencement of land
> Cr
activity and one week prior to the final
G CCL.
_4jiCurbing
inspection.
ci� Lj- Q-
LO Cl- <
5 The contractor is responsible for installation of 4py
LL
Y < 0
additional erosional control measures necessary to
C) L<
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prevent erosion and sedimentation as determined by the
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plan approving authority
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6 A copy or the approved aroition and sediment control
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>
plan will he maintained on the site at all times
z
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7 The contractor is responsible for drainage of all
<
Ch-
disturbed areas to sediment control measures at all
a. tp
<C x
times
L", "') <
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<
8 The contractor will inspect all erosion control
measures periodically and alter each runoff producing
raint'all event Ativ necessary repair* or cleanup to
maintain the effectiveness of the erosion control devices
will he made immediately.
73c, r-c, vl EFz-- F- tA T
D. 65- P6, 5
tll
4-
L
x 0 iX
C,
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30' SANITARY 6EUER EASEMENT
D5.1211 PCs. W11
re-
`14'
C)
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e n
4
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O Da � ►11
� �C O Fe I��e � �,
AS M,4RKER
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Air
DAT
E: 4/28/97
SCALE: 1" 30'
DESIGNED BY: MDS
JOB NO.
SHEET OF
IM
GENERAL NOTES
LEGEND
VICINITY MAP
w
o
000
EXISTING INTERMEDIATE CONTOUR - - - - - _ 33 _ - - - -
SCALE 1 "__ Z o� r _+
1.
Methods and materials used in the! construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards drid specifications.
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
- - - - --33000
40
_. p - /' e, i
. , -- _ . •;, o, �i j ", 1 ?`' t� Q �'
2
cv
`n
_ „�`� _ s`,,.
- `, Q
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v _E
coo
2.
Measures to control erosion and siiltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
EXISTING EDGE OF PAVEMENT -
EX E/P _ _ _
. {, a `, (�: . , `-;
c
� rn
>
of
N
p
PROP E/P�'
y''. r
_
�
relieves the developer or his agenit of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
PROPOSED EDGE OF PAVEMENT_`•\``
EXISTING CURB AND GUTTER =______________
EX C&G
�'r I r,- - `� -� �` ' �"
ei
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r
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o�
3.
A permit must be obtained from tthe Office of the Resident Engineer, Virginia Department of Transportation
PROP C&G
'-=�^j`.'_ 'A""' - \` -
�` r
�1__l
a`n
VDOT and Frederick Count nor to construction in existingState right-of-way.
PROPOSED CURB AND GUTTER
CG-6R
- -
LO
4.
Approval of this Ian does not u(arantee issuance of an entrance permit b VDOT when such permit is
PP P 9 P Y P
required under State law.
CG-6
TRANSITION FROM CG-6 TO CG-6R = _ _ _
_ _ - - - - - -
_.2/
�'�� ( ��` .. ;�aNr�Rt�+a�c��,`-'. ---,----� `
7
�
'A
EXISTING TELEPHONE LINE
`' c • - .
5.
The exact location of all guard raiils will be determined b VDOT personnel. joint inspection will be held
with the Developer, County Re resientatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
PROPOSED TELEPHONE LINE T
„
EX. 15 RCP
,e
�-r.� _
F
o , _ i - `-/ a(c-4.� _,ti -_
b
c °'
w
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
EXISTING STORM SEWER r
PROP. 15 RCP
- J.
Virginia Department of Transportattion (VDOT) Guard Rail and Paved Ditch Specifications.
_ �
PROPOSED STORM SEWER
,%
- �. -
6.
An approved set of plans and all (applicable permits must be available at the construction site. Also, a
representative of the developer miust be available at all times.
EXISTING SANITARY SEWER
SHEET INDEX
w
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
g
PROPOSED SANITARY SEWER
n 9 39 0
Q
N >
>
Control Devices MUTCD .
( )
EXISTING ELECTRIC SERVICE
���,V e�c'�'�
�;
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
COVER SHEET SHEET 1 OF 6
00
embankment.
a
_
PLAN SHEET 2 A N D 3 vF S�
u7 a Q
.� o 0
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
EXISTING GAS LINE
e
�'" (�
PROFILES AND DETAILS SHEET OF cam' ��
�Sw°s
o
_
Q J U_
0_ Q O
O � >
than 10 will require revised pavemient section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE G
G
EiZa51oNAt4b SEDIMENT CON-f?�a(- SHEET 5 OF S� ��
Q
LU
� J Q
f'!-A N AND LAN P7SGAP1 NG �_ ,,
o Q
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
PROPERTY LINE -
- -- - -
a(�-Spl,/IDE51] ANDITGM H�OhS i'�e °"" f7d
FNTAI- [aERT FWM
SUF'PL-EMP� �� ��
Q Q >
on the plans and as required at the field inspection.
�Q�
> o x o
PROJECT INFORMATION a/�-� 9�
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
FLOW LINE �...�...�...�...� ...� ...�
J
z
-
o
z�a-0
Q 0 Q LL-
be minimum 6" diameter and conform to VDOT standard SB-1.
FENCELINE X # X
x # x x x x X
;
Q
a- L Q
LOT SHOWN
12. Construction debris shall be contaiinerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
V)vi w
one litter receptacle shall be provided at the construction site.
--•,
STREET ADDRESS 100 DEVELOPMENT LANES
'
PY
_z
z
_�
Q v
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE w
T�
WINCHESTER, VA 22603 F q, �, F
1. A�°f'R���E
MAGISTERIAL DISTRICT BACK CREEK TLr-
0
* �'` O
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
PROPOSED WATERLINE W/ TEE w
w T' w
PARCEL IDENTIFICATION NO. �S-A-IG ,
u
condition at all times.
LOT AREA 11369 AG.
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
EXISTING FIRE HYDRANT
`8°
DISTURBED AREA 4 AG.
sewer lines. Information should allso be obtained from the appropriate authority concerning permits, cut
CURRENT ZONING MI
sheets, and connections to existirng lines.
EXISTING WATER VALVE w
e w
�
CURRENT USE OFFICE, PRODUCTION AND WAREHOUSE
15.
All sanitary sewers and water maims and appurtenances shall be constructed in accordance with the current
PROPOSED WATER METER
°
PROPOSED USE OFFICE, PRODUCTION AND WAREHOUSE
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
EXISTING REDUCER w
w
Z
16.
The location of existing utilities sh own in these plans are taken from existing records. It shall be the
PROPOSED REDUCER -
^ w
SETBACKS - BUILDING: FRONT: 15' PARKING: FROM ROAD R/W: 2 r✓'
O
-
r
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
SIDE: 25' FROM PROPERTY LINE: el
(n
O
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
STOP SIGN
REAR: 25'
W
V
utility verification and the proposed construction.
HANDICAP RAMP (CG-12)
_��
DENOTES LOCA11ON OF STD VDOT
-
BUILDING HEIGHT: PROPOSED TO MATCH EXISTING - 23'
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
CG-12 AND JURISDICTIONAL
result of his construction project within or contiguous to the existing right-of-way.
,MP CONSTRUCTION
STANDARD RA
SIGNS: EXISTING SIGN IN PLACE
�OR
PARKING INDICATOR
12
u
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick Cownty Sanitation Authority prior to issuance of grading and/or site
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
OUTDOOR LIGHTING: 13011�AG k4c; lNTED (GiEEDETAPL.- SHEET 3vF- `f-)
N
development
permits.
TEST PIT LOCATION
Q
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
OUTDOOR STORAGE: NONE PROPOSED
project. The relocation should be done prior to construction.
HANDICAP PARKING
H/C
W
r
20.
These plans identify the location oaf all known gravesites. Gravesites shown on this plan will -�e protected
F.A.R. CALCULATIONS PARKING CALCULATIONS
Q
in accordance with state law. In the event gravesites are discovered during construction, the owner and
VEHICLES PER DAY COUNT
100
ALLOWED = 10 EX.OFFIGE 1620 SQ FT / 250 = 6.48 = SPACES
r
engineer must be notified immediately.
PROPOSED BUILDING ENTRANCE
PROPOSED = 2.419 / 11369 = 0.218
EX.MANUFACTURING : 3 SPACES PER 4 EMPLOYEES
21.
The contractor is to verify field comclitions prior to and during construction and notify Greenway Engineering
0.15 X -7 = 5.25 = 6 SPACES
at (540) 662-4185 immediately oif any discrepancies between actual field conditions and the approved plan.
C-X.WAREHOUSE : 1 SPACE PER EMPLOYEE
EXISTING STREET LIGHT
1-1 EMPLOYEES = 1-1 SPADES
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED STREET NAME SIGN
-�
LANd5GAPiNG GALL(.! LAT(Z2N 5 TOTAL SPACES REQUIRED : 3o SPACES
professional engineer and results submitted to Frederick County prior to pavement construction. If a
TOTAL SPACES PROVIDED =3: SPACES PLUS
PACES PROVIDED
geotechnical report has ben prepared, it should supersede the requirements in this note.
PROPOSED SANITARY LATERAL CLEANOUT
-
GP-EEN AP�A PROVIDED
23.
Contractors shall notify operators lwho maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDENTIFIER
12
pEQUIRED Z5% = Z. 84 AG. PP-oP WAF-EEMPLOYEE
or blasting at least two (2) workimg days, but not more than ten (10) working days, prior to commencement
NEw EMPt,oYEC-5 ', U
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
18
P�tR-KrNG SPACES p-EQUIt�ED= d
'.
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
PEP-IMETCl2-
I TF-EE Per- Qom' P E Pz(M E TE f2-
EASEMENT LINE - - - -
- - - - - - - - - - -
PAP -KING LoT= -7-7c2=9-0= Zo f Gz p
Water Sewer: Frederick Cournt Sanitation Authorit
/ Y Y
CENTERLINE
_
Zo -f �-E6 PPS VrOED
P.O. Box 1877
Winchester, VIA. 22604
EXISTING SPOT ELEVATION
12.0
I NTER-(oR '.
(540) 868-1(061
+
1 7E2E6 PCP_ to 5PAGE 5
PROPOSED SPOT ELEVATION
12s
Zo=-lo = 2- {_-EZRu(P-C-D
Phone: Bell -Atlantic
EXISTING TREE DRIP LINE
D 7- TEPE ES P P��lI Q C-
E4
;>
P.O. Box 173'98
Baltimore, MC) 21297
(301) 954-6282
�-.
EXISTING TREE �'���
`
15 OAK 15° PINE
ToTA� ( �S Pf��/(r�Ea oN S(TE = ZZ (ICES
�
r
MISS UTILITY 1-800-257-7777
( SEE SHEET 5 F S)
EW
U);Z
Power: Allegheny Povrver
OAK
P.O. Box 1458
PROPOSED TREE
O
O
Hagerstown, ND 21741
u
1-800-654-.3317
Gas: Shenandoah has Co.
��
�
�U
P.O. Box 24010
Winchester, V'A 22604
a0
�W
(540) 869-11111
�
TtZ I F G E N E i -ATIoN DATA
�w
COVER SHEEP
C INFcP2-MA-rPoN TAKEN Fr�M HJ,51oP-1GAL DATA REPoF--r�D (3(owNCrz)
H F _
BALL NUMdcR-5 A(2E MAXIMUM)
No. of EMPL-o"(EES 3s x
Project Name:
COF;�F;�L�GTATEED CCNTAINEF�
Project Number:
I
-
Na. of oc.1TS1�E. I IZAGTvFL -T1�.I I.ERS PE Imo- DA'i � x Z - 12
S P- DA�( 8 X Z = l to
-fly-A C- R
MARK D SMITH
No.022837
No.
'��
N �o . f lN5(DE -GTC42 R TAII.-ER
I l e�� ��
3
(Ns (PE ON THE P -OAP SALE1it-4AN IN --iHoP c�NGE A WEE K x I�5 = I
� �1
SIGNAL �
Magisterial District:
Date of Plan: (Month, Day, Year)
o(,IT'ifDE. SAL.C-SMAN PER -PA'( ZX Z - �}
5ACK GREEK
183
Owner:
Address, Including Zip Code &Telephone No.
PROFESSIONAL SEAL & SIGNATURE
100 DEVELOPMENT LANE
L-A N D US E C 140) W E C- IGLQA
GORRUC;ATED CONTAINER WINCHESTER, VA 22603
THESE PLANS ARE IN CONFORMANCE WITH
(540) 869-5353
Developer:
Address, Including Zip Code &Telephone No.
100 DEVELOPMENT LANE
Z . 0 8 s TR-(P 5 PE Fz E M PLo �(E E 3 S = %o
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
C0RRUG,4TE D CONT,4INE R WINCHESTER, VA 22603
DESIGNED BY:
MDS
THE ZONING ADMINISTRATOR PRIOR TO
(540) 865-5353
CONSTRUCTION.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
d
151 WINDY HILL LANE
JOB
NO. �88''
GREENl A T'
ENG; INEERING WINCHESTER, VA 22602
(540) 662-4185
SHEET 1 OF 5
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EA'eN40t`(7 P-Et G
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\ ------------- DB. 86 L. WATTS 3 - �{ DEEP D (TG H
\ \ \---------------------------------------- zo N p 112 / �r O1-T FA L_ L- Tfl
i / \
OPt=N F1EL1� / / \ IN I
---------- -- 20 DR41N,4CsD8E E-----------------------
.1N� - - -PGNP ANP
—- PCs. 6 _ 0 i 7--------------- /
4�- --� _ / ------------------------------- / // FuL-1 p AND BE
FF+o P. PA VE NtE NT
(5EE P~T. DETAIL_)IN�/•7q.3 IA
-
if
150—
= -E . -T bG E G fZA V E L _—_ - \ _ — — — —-
EX is GMP r'� �—
Q a
PP20P. bC1MP5TE(Z PAD\�\ \ \ \ `7` PtzOP_
\ 751. e 7 +
PAD \\ \\\ \ 1 1\
W�/ dGE GF�`1`/E[- 1 / \ 7 of + 0 4 74-10
_C- UEXG \\ . RAVEL 5 U Fz-FAGE �\ \\ \ \\ I I I fNV. = 7f3.s I �---, (ScE DET DETAILL-) \ �\ \ / \
5' f2 Z4- / \ \ \ \ \\ \ \ I (To f3E RE MA/E D) / / / / \
SHEET 4oF S \ 1 1
— �.PizohoSEd \ �\ \\ l \ / ALTEP2NATE \
1 / 1�vND 12.OUTING
EX. E.P. LIMITS \ \ \ \\ \ \\\ EXTEND P-I DhAIN / / a / IFEf15ENfENT \ ZA \
\—.E��o V L _ O
7S3 OgTp,IN
EX. PAVED ROAD \ m \. \ \ \ \ \\ \ \ / / Fa \ EA
\ \
_ \ Ex. E.P. l/ \ � � �\\ I \\\\� \�— -•-� L,L / G (pro \ \ \
— - \ -10 .. - - EX. GRAVEL ROAD
\ I \\ \ \ / f / _ �'yL �' \ \ \ \ \
/ \ Mom:. E ------ \�- Izo
� i EX. S WATE(zLINE I I I I 53
EX", 3 " 5 EFZV f G• E L I N >✓ - - WV
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control practices will be constructed and maintained ck:- ;�" c F Q
according to minimum standards and specifications ofthe Virsinta.l�roston and Sediment_( Ontrol Flftindbt>!9k
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I 2. The contractor will install the silt fence, check dams, >
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' plan prior to or as a first step in clearing.
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I 8 The contractor will inspect all erosion control
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maintain the effectiveness of the erosion control devices
will he made immediately
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