HomeMy WebLinkAbout048-98 Trex Company, L.L.C. - Back Creek - Backfile (2)10
CENERAL NOTES VD0T CENERAL NOTES LEGEND VICINITY MAP �
----
EXISTING INTERMEDIATE CONTOUR -- _ _.... 33 _. _ - - SCALE 1"__ 2000 L-M N 00
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR"'- "�" "" - .".--330 Q, �
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion00
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 Q% : o N
2. Measures to control erosion and siltation, including detention ponds :serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E P a
must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. ~ " / ___... __._.___ ..... �k
J o, `0 rn
P p PROP E/P (1
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT
EX C&G � _ > o N
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER == -=_= _=== =-== _ === ==- ==== ===- 7=
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G �` a a _c o
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER SNYDER LN '�� C
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, '� '0
CG-6R � a� Q
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CC TO CG-6R _, .µNCG-6yy AwF .' Trv�.pT ry ay _ �g �� ® q�� r-
required under State law. 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. EXISTING TELEPHONE LINE
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held y, __...__.______..r_..a.____............._..___....___........ ..___...__..._._.._._.._..__... qj
Representatives of the Virginia Department of Transportation L
with the Developer-, County Representatives, and Repre g p p PROPOSED TELEPHONE LINE T T SITS '•�� �p•'��
VDOT to di termine if and where guard rail and/of paved ditches will be needed: The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP
(VDOT)
for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER e- r: L
o
,< w co c
PROP. 15" RCP:3
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER CAPITOL LN `�
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER.,--_._...___.._._.__._.___..._�._____...,________.....-._____,..w._...._. I
representative of the developer must be available at all times. PROJECT NFORYATION
barricades or flagmen should be in accordance with the Manual or Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER
7. Warning signs, markers, arranged and held by the engineer and/or developer with the attendance of the
Control Devices (MUTCD). EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE P STREET ADDRESS _ 158 CAPITOL LANE
embankment. WINCHESTER, VA. 22602 Z
., any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE---------------�-----_---------�x-----------_--------_-_.______.__...__.._ 0
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection.
MAGISTERIAL DISTRICT BACK CREEK
than 10 will require revised pavement section prepared by Greenway Engineering and apprcved by the owner. PROPOSED GAS LINE
PARCEL IDENTIFICATION N0_ 63-A-110A
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to tie limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE - - - - LOT AREA 16.1184 AC >
j
adjacent public roadwaythrough construction and maintenance of a construction entrance W
on the plans and as required at the field inspection. in accordance with theVirginia Erosion & Sediment Control Handbook, Sec 3.02. DISTURBED ARE020 AC 1h
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained FLOW LINE ,; vY'A_r _..__-.__
be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE ___ _„_,__, CURRENT ZONIN- M2
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE CURRENT US'� MANUFACTURING
one litter receptacle shall be provided at the construction site.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during PROPOSED US__ MANUFACTURING
and at the end of construction. EXISTING TELEPHONE POLE µ _. _r,..___._..___
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to SETBACKS - BUILDING: FRONT: 380'
entering public streets, and it is the contractors responsibility to clean streets, allay dust; and to take V10. All water and sewer lines within existing or proposed) VDOT right-of-way are to have EXISTING WATERLINE W/ TEE - ---T - - -- SIDE: 115'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installled under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -�"+ w--T� w REAR: 280' �
condition at all times.
BUILDING HEIGHT: MAXIMUM 60' (26' PROPOSED) Q
0
V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT ��"�-�
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary `--`-'-1
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE SIGNS: NONE PROPOSEDsheets, and connections to existing lines. ._.__._-__..___.-___-_.___.�.-.._...._.__._..�,�..____._._____.___
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ofl OUTDOOR LIGHTING: NONE PROPOSED
standards and specifications of City of Winchester. prior to placement of fill. EXISTING REDUCER ----__.____._.._____.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER OUTDOOR STORAGE: NONE I"ROPOSED
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfiill of utility/storm sewer trenches shall _,-
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 959� of theoretical maximum density as determined by STOP SIGN
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) F.A.R. CALCULATIONS PARKING CALCULATIONS
utility verification and the proposed construction. •� :-:'`�-s` w = ""
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT f LOT AREA = 16.1164 AC = 128,253.50 SR REQUIRED: OFFICE - 1 SPACE PER 250 S-F.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 ANDIOR JURISDICTIONAL EX. 5LDG = 10,025 S.F. MANUFACTURING - 3 PER 4 EMPLOYEES
STANDARD RAMP CONSTRUCTION <C
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROP ADDITION= 8,120 S.F. >
final VDOT approval. PARKING INDICATOR Al2 TOTAL = 11045 S.F. OFFICE = 4,000 S.F.
18. When grading is proposed within easements of utilities, letters of permission from all involeed companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 110,145 / 128,253.50 = 0.15 (FAR.) l(o SPACES REQUIRED
must be provided to City of Winchester prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans E'
development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION TOTAL EMPLOYEES = 35 PER SHIFT
19. The developer will be responsible for the relocation of any utilities which is required as a result of his 2 SHIFTS * 35 EMPLOYEES = 10 EMPLOYEES
ro ect. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes withiin any dedicated street right-of-way 10 EMPLOYEES * 0.15 SPACES = 54 SPACES REQUIRED O
P j P shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected TOTAL REQUIRED SPACES = -10 O
in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 EXl.SITING SPACES = 88 O �'
engineer must be notified immediately. any dedicated street right-of-way must be provided) to the VDOT Inspector prior to
acceptance of work. Unit and total prices may be obscuredPROPOSED BUILDING ENTRANCE
.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering W
4 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan. E- Q
at (5 0) y Y P V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT _". HANDICAP PARKING
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at `VDOT s discretion, by VDOT on an `y
account receivable basis. 51-15 SPACES = 3 HANDICAP SPACES REcQ.
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN
EXIST. 3 HANDICAP SPACES
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has ben prepared, it should supersede the requiirements in this note. PROPOSED SANITARY LATERAL CLEANOUT l2 VAN ACCESSIBLE) N C C
23. Contractors shall notify operators who maintain underground utility Mines in the area of proposed excavating TRIP CENERATIOJVr DATA SANITARY MANHOLE INDENTIFIER 12 O
1 HANDICAP SPACE PROVIDED Q
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines TOTAL HANDICAP SPACES 4 Q �_
in Frederick County PP condition. appear below. These numbers shall also be used to serve in an emergency STORM DRAIN STRUCTURE IDENTIFIER O
U� �D Q
TH15 R VISION LUILI EASEMENT LINE - - - - - - - - - - - - - - -
Water Sewer: City of Winchester CENTERLINE - -
/ Y NOAFFECT
TRIPGENERATION EXISTING SPOT ELEVATION 12.0 I�
PROPOSED SPOT ELEVATION 7151
Phone: Bell -Atlantic
EXISTING TREE DRIP LINE .......
P.O. Box 17398._.:...._._,.._.�....=,Y,__:•�.,..,...,,�,:.._,.._._._��-.� �
Baltimore, MD 21297
(301) 954-6282 EXISTING TREE 't' '" '; 15 OAK -=� -'K 15" PINE
MISS UTILITY 1-800-257-7777
Power: Allegheny Power I qF, t�. �,x.,;
P.O. Box 1458 PROPOSED TREE
Hagerstown, MD 21741
1-800-654-3317 _.
Gas: Shenandoah Gas Co.
P.O. Box 2400Winchrl SHEET
(540)e869� 111VA 22604 crEAL C®YEp� iJ11EET
/J Project Name: lb
T FEX
F�
Owner: Address, Including Zip Code & Telephone No.
158 CAPITOL LANE
MARK D. SMITH TR X CC" IPAWT , L.L.C. WINCHESTER, VA 22601
618-8100
No.022837
O Developer: Address, Including Zip Code & Telephone No,
SHEET INDEX SIoNAL SAME AS A50VE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
COVER SHEET SHEET 1 OF 2 151 WINDY HILL LANE
PLAN SHEET 2 OF 2 GREENWAA ' ENGINEERING WINCHESTER, VA 22602
(E,40) 662-4185
PROFESSIONAL SEAL & SIGNATURE A P P R O VA LQ, - Cl DATE: 1/14/98
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND / SCALE:
ORDINANCES. ANY DEVIATION OR CHANGE CD
IN THESE PLANS SHALL BE APPROVED BY ` DESIGNED BY:
THE ZONING ADMINISTRATOR PRIOR TO AS
CONSTRUCTION. ZONING ADMINISTRATOR DATE
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. I
h
* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF ,APPROVAL SHEET I OF 2 I
N.G. G,45LER, INC.
D15. 261 PG. 159
ZONED: M-2
USE: TRUCKING
A—
A
0'45" E
C5x R/R 6 55'2
01
213,5
............
...........
.—x-----P
PF
F, 4N1Az
P
__-------
-.emu
')00
T
E:X
eF
FAD
all Ex 4
. .........
uz�
INV-1 -3-6.
"A
'14520
JY
5L
X 5LCX_;%
U1,
f l4 _aiOP pT ION :4,4�5 METER 0
PROP WVALVE
AND FIRE HYDRANT
a/120 5,F-,
_X r-;, E
FF -14eda
L
7777
41
RET WALL
C;4441N LiNK
=NCE
-A
(S)
4,
EX EDCJOR
=3
A,
EY DCIOR
W F-JEL ------
W
-- — -- --------
CON
4(
CTUFING 5LC)(2;
Fx j,,4
FF-
41�
-ANY L
..... . ....
TREX COMf
y
[)5, 9O-j PG. 1040
fj
ZONEr->. M2
x
U1
'Nr CC —RITE PAvEMENT
EX ------- NOTE OF COORDINATION OUTDOOR STORAGE
-------- By way of this rote, this plan acknowledges previously approved site plan #035-97
Outdoor Storage, and understands the requirements of screening and entrances serving
li
it
"REA,
(P
M
It
t
LU
Ft
C14
the outdoor storage area must be complete prior to VDOT acceptance of a new Captiol
M
Lane road. The Capitol Lane road construction is anticipated to be completed by
December 1998.
i
NOTE: PARING LINES
TO EM=- RESTRIPED
5FF'
FI
PROF' HANDICAP C
PARKING SIGN
KX
NCE
LU
Al
_J_
?NCrasa CHEW'?"
H/r_" RAM
dt
RA ON,
R Y
N
0
44
-,r x
r
L2
4 ------
7l-
Lu
If i
- -------- ------
*11- - -
325611W - --
EITOL x ANE
Q 14) 1
Ex i2
-- ---- PROP 12"Xa" TAPPING
U)v
SLEEVE 4 VALVE
---
V
-1EN
Ink
------------- - ----- - —
A•
74
5ATTAILE DF—
R7F_- 51(0
O
4
M
M
Dz GN
M
z
zap 4
LO (-)
M
z
M
A
M
F-E L7
F
a
I
LU
Z
eq
00
f=4 4
00
Z
() 0
x
LU
CD
(S)
Z
(S)
0
t=4
6
0
6
U_
W
W
CL
00
0
IDATE: 1/14/90
SCAIR I " = 30'
IDESIGNED BY: A5
SHEET 2 OF 2
m
ti
m
0
Cv
m
Q
3
Cl-
X
L1J
cc
to
CD
CJ
3L
0
N.C. GA5LER, INC-
�i
DB. 281 PCB. 159
ZONED. M-2 _
USE: TRUCKING
�'2 2 µ
��� . �
8 1' , N 33"11'21" E
_ _ 32* __.__— -u' 29.5m'
-
�C
_
i
i
r
r '4
kj
GUY
I
_
,
{,
-
�,�,...
�_ �4"-.Y _. ..__ ._.-. __._ _-- jfP _ a ...,•...,.,. �«++o"° _ • �...-_..--_._--.-._..-.---.,_.-.___..._,_-._.__._ �^ �t�
___ _.._ -._ LL _-.— _.-. _- "- p
r
1
,l
1 `L-
f
520
aL
- E-X AS
i
� I
�.
PROP V VALVE � PROF
I 4 ! tt AND FIRE HYDRANT r &,120
f\11J FF
� I ` • , i, y � ^ ! 3 j i ,�,a,,, ,.a„,,..,.� ,,,a...-,«^ is I k 4 %%�� `S
41
IL
r i
48
= W
Z
W �
w
_---------
i
EX M,4NUFAG7Ui�iNC�
FF = 145.18
AREA
1
TREX COMPAN`(
I
r I s
i D13. 1040
c ikO` M2
�F ZONED=
l�
t
,
z
Ex
NOTE OF C00
By way of this note, this plan
I ; Outdoor Storage, and underste
the outdoor storage area mus
Lane road. The Capitol Lane r
' 1 I December 1998.
NOTE: PARKING LINES f
TO BE RESTRIPED
I � �
! I
___._......•___..{ PROP HANDICAP
PARKING SIGN 1
1 yq jj
--
tt
ij
I
�r
I ,
RA
r
r ,
fi' J
f .
��! _..�{_........_,,..,, a f F l
( i '_-
_
�� __ V �fti� 1^e• i~. iwFi� --_ ____ _ ..� 1 �--I�-�� i� •_" 7i7 a� _ � 1 V` _- ..._-.-_ r - .. .._ _.__ _.-_ � ,.__ ....._ � .,� t _
r
1
ILI
a
tUi
& C{
�-i� i .,7,�1'~.{ --�aA�.pa�•v '�t.�i'itc�l�'.xrq ,..Y�'" - ..� ..� ,
32 *50,11111, L - -
j � t
� 1 ,
F_ i lu .tr b
SLEEVE t VALVE
•r
r
i
i
i
BATTAILE OR-
RTE. 51(o
� I
`
ff i
1, !
AREA
I ,
I
�
1 I
t
14
`
I
t
N =
} i
S 3301171" W
I o N
I 1
,
19.5
4
-A O -A
mz��
Drni�'
I
10
+
Z
t
LO
�m
►�
,: UA/
_ m
I
m
l
f
w 4
1{ I
Z
1
} I{
, I
s
' I
64
{
I
W ,-
I
W
Z
W
00
q�
�`\
W
®® bb
>
N
Z
� O
O
O
Z
Q
W
LJ
'H1 z
1/—ytI
Q
W
�
W
w
�
DATE: 1 /14/98
SCALE: 1" = 30'
DESIGNED BY: AS
SHEET 2 OF 2
0
M
0
Q
a
w
x
w
F
co
R
LD
0
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
I�
EXISTING INTERMEDIATE CONTOUR
- - - - __ 33 ,_ -� - " "� `� -.._
SCALE 1"= 2000'
o
`0
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of�--
EXISTING INDEX CONTOUR
"-�`�°°-•---• -330
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
a� a
�
N N
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
J S
co
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
issuance the development The approval these in no way
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
EX E P
�k
-
o
must be provided prior to of site permit. of plans
plans, the most stringent shall govern.
PROP E/P
U
_ >
� N
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
r
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
EX C&G
n :; _::: :::_:::__.::...-_w :: u :_ w _-: _:: r _.:
�'
o
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROP C8cG
�
�
�
.-
a�
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
SNYDER LN
,�'�� �p
�
L
-�, xa
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
be in the
CG-6 CC-6R
P
.�
<
shall accordance with current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
�'
required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
EXISTING TELEPHONE LINE ---
------_._______. r___._.____._.__._.___.___._-____.____.__.
��
i L
Q)
-
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
SITE
�a�
0 C
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
T T
>
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EXISTING STORM SEWER
EX. 15" RCP
���
C Z3
w CO
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
__--._:�::.
> ; -;:--; - �::-_:
CAPITOL L N
C
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
�
Lo
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING __._.______._.._._-____._.�___________._._____
._.____...... _
PROJECT INFORMA TION
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
P
STREET ADDRESS
CAPITOL LANE
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
Z
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
EXISTING GAS LINE
------------_._._____...__._._;..__.______.._._____.._._.____..._._._.._.__._
MAGISTERIAL DISTRICT
WINCHESTER, VA. 22602
WIN
BACK CREEK
0
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
PARCEL IDENTIFICATION N0.
63-A-110A
j
10,
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
LOT AREA
1�0.1184 AC
W
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
- - - v o
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
DISTURBED AREA
020 AC
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
CURRENT ZONING
M2
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE-_--w-__Nf-__.,.<_.-_.-..-__-..__..x_____:___-._
____._.___;.__...__..
CURRENT USE
MANUFACTURING
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
PROPOSED USE
MANUFACTURING
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
q 9 9
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
�,..:%
SETBACKS - BUILDING:
FRONT: 380'
enteringpublic streets, and it is the contractors responsibility to clean streets, alla dust, and to take
P P Y Y
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
- - -¢- ------ ----..T�_._----"--
SIDE: 115'
W
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE -w
w !Ti W
REAR: 250
condition at all times.
BUILDING HEIGHT: MAXIMUM 60' (2(o' PROPOSED)
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
An unusual subsurface conditions encountered during the course of construction shall be
y g
EXISTING FIRE HYDRANT
�-�•-�'
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
SIGNS: NONE PROPOSED
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
m
OUTDOOR LIGHTING: NONE PROP06ED
standards and specifications of City of Winchester.
prior to placement of fill.
EXISTING REDUCER
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
OUTDOOR STORAGE: NONE PROPOSED
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
_
rior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
p 9 Y 9 g
the
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CG-12)
=
F.A.R. CALCULATIONS
PARKING CALCULATIONS
utility verification and proposed construction.
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
- ,n,_ ...
LOT AREA = 16,7184 AC =
i28,253.50 SF. REQUIRED: OFFICE - I SPACE PER 250 SR
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
EX. BLDG = 102,025 S.F. MANUFACTURING - 3 PER 4 EMPLOYEES
�
>
result of his construction project within or contiguous to the existing right-of-way.
P j g g g y,
Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to
g p copy p
final VDOT
PARKING INDICATOR
Al2
PROP ADDITION = 8,120 S.F.
TOTAL = 110,145 SR OFFICE = 4,000 S.F.
o
approval.
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
g g p p P P
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
110,145 / 128,253.50 =
0.15 (F.A.R.) 16 SPACES REQUIRED
must be provided to City of Winchester prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans"
`'%'t
o
�
Z
development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
'" _.��
TOTAL EMPLOYEES = 35 PER SHIFT
-10
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
2 SHIFTS • 35 EMPLOYEES = EMPLOYEES
o
�
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING
H/C
�0 EMPLOYEES 0.-f5 SPACES 54 SPACES REQUIRED
Z
shall meet VDOT minimum design standards and is the developer's responsibility.
TOTAL REQUIRED SPACES 70
O
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan wili be protected
=
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
EXISITING SPACES = 88
�'
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
acceptance of work. Unit and total pricers may be obscured.
PROPOSED BUILDING ENTRANCE
U) Z
O
W
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.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
EXISTING STREET LIGHT
HANDICAP PARKING
Z E +
I
Q
22.
»
Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
Density be b
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis.
51-15 SPACES = 3 HANDICAP SPACES REQ.
a Q
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. shall certified a registered
PP Y Y 9
PROPOSED STREET NAME SIGN
professional engineer and results submitted to Frederick County prior to pavement construction. If a
report has ben it should supersede the requirements in this note.
PROPOSED SANITARY LATERAL CLEANOUT
EXIST. 3 HANDICAP SPACES
(2 VAN ACCESSIBLE)
mow,,
�
geotechnical prepared,
lines in the
TRIP GENERATION DATA
SANITARY MANHOLE INDENTIFIER
12
1 HANDICAP SPACE PROVIDED
z
23.
Contractors shall notify operators who maintain underground utility area of proposed excavating
(14
CLASS
USE
PER PERSON
N0. EMPLOYEES
TRIP RATE
VPD
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
O
TOTAL HANDICAP SPACES = 4
Q Q
W ,--- ,
E
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
�D
Q
THIS R
VISION WILI
EASEMENT LINE -
- - - - - - - - - - - - - -
W
W
Water Sewer: City of Winchester
/ Y
NO
�I=FECT
CENTERLINE
- -
W
TRIi= GENERATION
EXISTING SPOT ELEVATION
12.0
�
PROPOSED SPOT ELEVATION
715 3
Phone: Bell -Atlantic
EXISTING TREE DRIP LINE
P.O. Box 17398
Baltimore, MD 21297
"{
(301) 954-6282
EXISTING TREE
-.
15" OAK -==� 15" PINE
MISS UTILITY 1-800-257-7777
E=;1YVM S,,rrsus .;
Power: Allegheny Power
P.O. Box 1458
PROPOSED TREE
OAK
Hagerstown, MD 21741
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
SEAL
�r V U
[I f E SIl EET
(540) 869-1111
Project Name:
TE �/ /\
Owner: Address, Including Zip Code & Telephone No.
158 CAPITOL LANE
MARK D. SMITH
TREX CCl Ii AWT , L.L.C. WINCHESTER, VA 22607
610-0100
No.022837
O
Developer: Address, Including Zip Code &Telephone No.
SHEET
INDEX
S10NAL
5AME ,45 ,ABOVE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
COVER SHEET
SHEET 1 OF 2
151 WINDY HILL LANE
GREENWA T' ENGINEERING UJINCHESTER, VA 22602
PLAN
SHEET 2 OF 2
(540) 662-4185
PROFESSIONAL SEAL &SIGNATURE
APPROV .t;t_0,y-S -0/e;
DATE:
1/14/98
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE]
I q�
SCALE:
IN THESE PLANS SHALL BE APPROVED BY
DESIGNED
BY.
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
ZO G ADMINISTRATOR DATE
AS
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
JOB NO,
# F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL
SHEET
I OF
2
m
rn
IT
m
0
#n
ti
0j
a-Y
QI
Q
3
a,
w
x
w
F
ICU
c9
Cu
0
N.C. CCzABLER, INC.
DB. 281 PCB, 159 -_
ZONED: M-2 -_ -- —._ - - ? _ 1 I
I i _
-._ -
-r-
i
:_
_, i--- -� -`� r 1 Ii
' i
I
w
USE: TRUCKING i I -,-- _ __--.. -. f.__ _y I
__,- — r a i
! __i_--- �-•--_.- 4, f --fi t
:
_ I
1.
11
I 11
T - _ _., - .._. _ 4-._....f - l S 58 20'45" E
I
_..._ --
?
x RJR
t I i
Y, ,~ P- N 33'1'1' "
_. - - aF -. __.. _ I- C.u-1 ,
'tea + + + + ....,.�.._ j--'�i-'-___74"'...,_.'�f_---_ - - _� !
�r _ai,-.._c-31 -ri -"- fit- ---_ . _4- =r- -_ /
--- -fit
71{-_-.--- -, ___ _ __
_y __._
----- x -- y( %
u
--_
- F. , a F T - _. _ _._ Y _.-- -__ - --- -- — - _,- .._ -' _ _ . - - _ . - ,-_ _ _. __-
t( -
- _- _w,.-_fit _- �.�„�,,,.," .- .. _„ ----�-.-..11
...___ * ._.____'Yc-__...f.--i�'-'- ;c"' - . = ., . ..-. -__ _.-.. _. ��1.._.,..__._-- ------ - M jib 4
_ PAF�
-77
_-
1117�
�,,, _._ _
'- - _
11.
— _ I__�
—
1.
II
1.
- I � I ) I 1. !------'-'_-,_--f --- ALE DR.
t ___.__ _
I �,�`
i i ' ... ,wrL
-m 1(o
,
__.. - �1
_--,- _, — — ___-- R F _,
—__ _ _ _ _ ---.
_. ._x 1 _.._ /� -�^ A
I"�
TE
_ _
-�l
—
..-_... `.^,— dam.—= _.—.m..,. exs_.r,v : i - .—_:—,.— ._..---�!^..-.. ,_. f �l ^ _
1 1 Y+1.t _
.. a ✓ L
,
, ,'
- -.__.�
_ ' �'' -____ 1 ..
-� _ --
t...-...„__.. ! Y �. e _.....-.- __._,._._.._.
\ 14
? 7•Y'
,
6
-.._ .
11
, #.,,d�11; ,
_ i_...
• � -,1., I
i
-
, ac•1tir E;T'
_"
. ,.. _-- — -_ - _..-. ._------- _
` i./i.Jlw I^ �
w.,. y . I ___._.,. _... .. '6
1 t
�y »S t 1 _ 4rJ '" _._-._ _ f _._. \ , 4't II '0
.,..., _._ _._, ___ ..._, .__. ._,._ ._._ ._.i, , .� -
1
- ------..._., -_ -- ---
:IV, - 1>_.'.r:.r.,j-.,i-.f ... .._.._ _,.___ ..__ _._- _"__ _'._ -- _ .—. tea_ -;.r \. , I I E
1 I :- � �
- _- _-_____� _ _,_,
ia`
�- J
1
3 -. . _ _
y-
IC, i� ic, ., c _ _ - -- _ _ - - -- --- -- \ i;Z4,/EL I11
-
,
P.,,c. .
__ .__ W
___
_ �.
I
Y
,
I I "I,, --_ — ---- --- .— _— _ _.. -._- _�
r:.
1 F-- --- .- _ ,
-" - 1
I I
!= d Ya z E.
D's �
i II I i
1 - �� ' .�I _ -- -- ,_ --. -_ ,__ -_ --. _--- -% ��Q _
f / r.s/, l
I ( - p �4DDTION A t T Lj ��f �; 1
-
1 ; ( ({ OPOSE S i I
11
` I 150--- ! / t j PROP VIE °•. PI� __ , Z,1�: � , '1 1 j i
t
�.
I. 1 � j '' AND FIB HYDRANt 12O , -� -.••Y "" ' _ j
r
! I a `!1 1 ! _ - r`:: Ji ;C. t > --, EX: G'EI ,
r -�I6
I_
L I I , , FF , - ---, I E ' ,
,_
/ ,�;,, _
I-- X i:`
'�y� i � r ; � II i
1
: `Y ! i � J li 11 ' 'I 4 :°w...r^ �� \ # '°�, t -•._'�.:.i ` �, r! ' 't t.--, 71 l (_".�.____..r,._� _ _,_v"'.._._'.csr.�. _ _ _``} ._.._..-__..a�( ? '. _ - -_ _-�_._-""'' }
__
.IL
I
1
I
,Y M
1
Ex S _. o
t " I It ` , .. .- �,__"-,.�.,.«,..w. --_.t r•, t %'.'i�i?"'IJ. _ �iT I-%iL'»L..I.. f f
i 49 5END u;
( Ems- t--e`4 ,j
L
--- FENCE
11
v -j x � .-
r
, a
!i
m
Q
_ ._.. ! t7
cn — 1 ^p4J i/
Q ..: 4 I \ �S_ I t Y i I 1
= W n 2 ; r,ic� 1
ZZ i
<,
�%��L _ _
Sfi
rr il R _, _ - — I 1 0
I'
Z 1� Sp` `4 ,�� , .�'i' I ,% tom`"`- ( { i (P Z
\ '\ - ,-__ --'- _, _ - '� %' i i j ( Ii 1 1 d '00{
a.: ` 1 ;�`,-�,------,/
i ' \ , 0 S 33 1` ,2"11, W I n " - r-
,.-- - I19,5
___.___
,
_ _ ___..,__._. I
I `` _ ._;.l ° ` If . '� � i Dm�(11 _ -.. _ .,. _
_I t---__ ._ .: ; I( / f I e ' 1 0 0 z
IN
M .
— - «.
_..___-.___. ____ I I __... f
C :r
( 0' z3��
i �� 1 ( 1
I _-'- I ` MANUFACTURING BLDC, 11 � �tyf i I � ! � i �� I � � M
X Q I I1 i r U' z
II. - ,� P .._. -i,; ____.,.- "",_ I fj � I^I- � �i"h�.ICJ 1}`I� J I (i l,[� {} <. tiiV ( � � '�
I m
�A -- _ - j 1 ! I -
& - 1 ?
,
, a
AAA
__ ` �I
}� #i �i i { Y W I1j
__..,-_._._ �i
T
_.._
J I f 1
...______. I
I '
_ .:.-_
� I NY L L.G I
r __._; ,_ -,; X
I 'Y
! ___. I THE GO P 1
I ° ! Cam. 1040 I i i I I
iiz-� t e
t J
�;,
t. �;_ ? -_'
r_____,a
�� : -�._----�-..__ , D ZONED. _ - _�_ _._-_,__._ --___-
�„ ...._.-_.. r
I
\ i W
I ATE
lip /
! 1 ,
i ii
4 _.
\ {. � I
,I
------.-- I
I
k )-
i� i i I
IY I I
1
---
(V
QZ ;
#
` 0�
l 9 i u11 1 I
_ j �Gh! 1.
ter E F 1 iEh1T j I 1 I
ia ._.__..._......,.._..__..�
04
3 { I I
_-_,__„
----- ;
�`
;I
_ __
1 ;
I'. �, I
EX ".f JC a _ ____ -I j —
NOTE OF COORDINATION OUTDOOR STORAGE ; �' _ - ,_ _
i cjC'L� f;t=
``' _-_-.-.._--, j � By way of this note, this plan acknowledges previously approved site plan #035-97 '"' i' t
jig
{,I , Outdoor Storage, and understands the requirements of screening and entrances serving } � ���� ,,;
' I+ the outdoor storage area must be complete prior to VDOT acceptance of a new Captiol F-=�^ __., _- _- - --- -- °� _ ` m
Lane road. The Capitol Lane road construction is anticipated to be completed by �, f I 1
w ��
..
n ,w _, r�.w �_,:,__. __-.. __- _ - ----- _t.1 December 1998. ST D - { i i I
I "'
-Iig } 4 {' Ii�CH �r. i ,#
NOTE: PARKING LINES I ti ( -` P1r' I k �% !
TO BE RESTRIPED _._� '( GC?I I 11 RE+ ,:1 {
I f
1
i i I /,
1 f i .1 f i
i (/�- 111 � PROP HAND ICAP -.4-,5 i~ ww __ --- I ,-.1 fl �,, �« !
{ y.lr 9 i --°- - " a .._, _ :'�'_..,__ 1...._., ^"w7r"" ...++".• .. - !I , r { i
d: / ' - i .,,.
f# PARKING SIGN t I { ! S�;GN, I I
_--."*
_:
mow.•,
.P-�-I — it ,,,,
�i , �' I iY y;r,1 '8 ; , I I /' I .y"°� ______; { I j. f \Q ; i ' i I , •J'�"I
?'S� 1. ". r j ✓{ ij,/- i _ I y^ _ 1-- ---ii S�EL"IE E �. - _ a--_� ',�(? 07 1 I
_ ___
(i t i r'` I / Ll I `/,`i - - i r f wOi11d. t - yF - jc _ .,_ + .' , r
I IE 1 ar t l} #i i 1 1. - ricE i I i ; /
� I
r 1 1 t,` j d
2 �
k '
1 - : 1 ':i II I f \" 1 i I rI ., (':_ - 'rrf.'a ( ,- __ - - i / I it / : 11 r
7 i i i
I ;
t
1
f
-
-- - 1 r r .. I `�� 1 _..a .`"1'_ ,f at i .a'' %,' �, I - 1 - __ _- fr
.:. .. .._ _.__. ._ , E.e;.E ta,�,�iw. �. ._ _.._.___._m_.,-._..... AIL....., 11 / - ,t
__ _._ i 1 __ __ }
._ -._. _. J . r -
I w' _I'-- i `• / 11 ii1 to �! i78i 41i !
H' BAN
i r ._._ \ ....., ,- Ic- iN AR 4--} 10 .:.NEB:.'+� � �f a--
1,
_ ( { a. d "rakes- $ I4! r C•h4 f i, I
I G
r`
�- '*_ '__. _.--'.-.___•_ -.__.__------I-' i; .-. ' } ._.. ___. ^'}, - .y -
_
f1 ! �,.,. 11 , . __� _ _ - _ -'_ 4a" f2t OF t ,i, FL �,C�r �?LE i �'J' '� YI -- „ ate` - r
'"
x-- Y r c, C� I }
f
._.. ..,,..... .. , 1 i ---- -
>E._.' r.__..,.-__'. ..C.,A "'t .: a R. r r... - ,; , I%' ....._. e '.w•'"'" "-- f - ,I A'}
,
A.... _,._._ iy. , y, .�; PI .�,. II ..f..'..'11:1t { .._<<- . ,I ._-- k t; _..-_ _, to 4.`'' r 'li 1.... ..� '#I, �," i {
-,r . a I 4
h . - .._.. 1 - .__. ./'� __ _..
7Y�.._,,,, -.- ��. _.
a.
4,1i miI
Nn1 *'------- I r1 �✓ ram.'_.-.,._»._--.-'__.- �_..-... ._ - -._ -._ _ _ ._. _.... -i:..._..:aan.. ..
I4 -
Ib. � \ _ S3'6 ✓~ " "" SALL" ,,ww f! - _ __.._..__ _ - i-' N i
# i I J - --- -- -- „1' :; m - I ,t _ f i'
I �-- , .._.,.__ t
r
1.
-
r
_.. t r
I'll` �- 3
, _ -- -- - 1 \ _ _ - - - +�
r" _ -
, 1` -- -_-._. _. -_ - _-- -_- - _ ._..__. -_ -- -' -_ _ _ --- `--
E- n - ii' , t - __ - -_-
_. _. _. _ II - _ _ - ,
_ _
h� ---- , #.... , 'i. ,.r ,� _ .. - , --`--- tea"`' ,. �- {�..
t
1
,
�� __ '
2 - --- -
--- — - - -
s, '` -
,_ ,„ 1 __ - - -- %
_ - _
__ _
- r — -., -
_ ._._
_ — , qb + ,s i + _ _ -- - W -
t._ C~ ' aFrt — _ — _ — __ _ ---- ' I I
.-``, - _ ,I ` -- -- - -
u r _._ .. _ _� - — t rzR �L%` I j eta
#- -F { - _-- -_ ch
--. _, ,--
_.._ _
s
-_-_,_-;r --L _ -
910 - -- ,;1: i, - .- 1_,. - Y X G,Q L-- --- _--- ------ C _ H' -� :,-
_ �_,
- _ _
PROP 12"XS" TAPPING
_-..._-.-_-___._, _ -._.- _ t t�i
I �,.._:.
_ t _ - 7 J ,
_ -r
SLEEVE VALVE _____ _,___,�.._. _ Y
�y___._-_-... _._._,_ _. _ i-- __. _--._-..__ .. _ _ __.--_ _.__-______. __ _. 1_-_____. -ilk N i
--.,.. _, _._._ ,.. ,;
Y'I WAKy^ E' W ,,
_,. r'
_ ,,.__..---.._._. .._ r ,
- - .-.-. f ''ram -'_-
"
_ t
t __ __ __ _
J '- _ _ _ i, 1 • ' '� t% 1
- �° I _ ,_
r
_ ..
, -. _..__,-._.k �._,_. f
_ _
11
7 �,-. .. _.� _....._.__-L-•--__--,-- _-____- _+;,e,"w'.._..._=.....�__•_ _--__ _' --- ,�" ;� ; 1 l` i I • 1 f,
I,f __,_.__.-.__ ._---~:-T:_r -_-_,_ _ _{ __-- - �----_._ -� I it
: Iii
- - --,--- _ -
___-,_
_ �_,
_ - - - __.
r
�i
I I 1,' i` i > .. _..._ - - ----'- ------ �'`� __ -' o .�'
% f i �t
z
W
W
W
0
N
a
N
00 A
1
W
Wes®
( i�
e.O CA
4)�
W®
Z
®O
WNe
UW
04 v�
Ln
i
W 6�
rrLn
r*N -0 I�
kv ,I fl W)
t-
z
W
J
Z z
® ly
�
OA
W F
_�
iL
6
tuQ
t
LL
ft
W
a
ZA
%�
=
10
, -
0A
") ��
o
-
N N
o_Y,'�11
Qtf
-�01
z.�
o0R
Q-� °
�17 N
O O-
�rl ��
O
H ��
Q
1:1-P d 2�
E
P-" Z
H ~
M�D
1-1 QL�
W
124
DA'II'JE: 1/14/98
SCAJLE: 1" = 30'
DESIGNED BY: ,45
z
O
U
U
P-"
W
I14
4.
-
(U
#y,
{ - l
W
X
U
U
0