HomeMy WebLinkAbout32-17 Site PlanSITE
S
T
E
P
H
E
N
S
O
N
R
O
A
D
U.S
.
R
O
U
T
E
1
1
MAR
T
I
N
S
B
U
R
G
P
I
K
E
INT
E
R
S
T
A
T
E
8
1
SITE
32C
5C
32B7C
34
29
5C
32B
SITE
CS0001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
CO
V
E
R
S
H
E
E
T
FRED1701
AS SHOWN
KLM
DLF
SHEET OF1 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
PREPARED FOR:
OWNER/DEVELOPER
FREDERICK COUNTY DEPT. OF PUBLIC WORKS
107 NORTH KENT STREET
WINCHESTER, VIRGINIA 22601
540-665-5643
STEPHENSON CONVENIENCE CENTER¬
SITE PLAN¬
FREDERICK COUNTY, VIRGINIA
AUGUST 11, 2017
REVISED SEPTEMBER 1, 2017
REVISED SEPTEMBER 13, 2017
REVISED OCTOBER 2, 2017
REVISED OCTOBER 11, 2017
REVISED NOVEMBER 1, 2017
LOCATION MAP
Scale: 1" = 2000'
USGS MAP
Scale: 1" = 2000'
SOILS MAP
Scale: 1" = 1000'
CALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:
PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
SP# 32-17
STONEWALL MAGISTERIAL DISTRICT
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
IFB# 2018-02C
Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 NOTES & LEGENDS
2A MAINTENANCE OF TRAFFIC PLAN
3 EXISTING CONDITIONS PLAN
4 OVERALL PLAN
5 SITE PLAN
6 STEPHENSON ROAD ENTRANCE SITE PLAN
7 GRADING PLAN
8 STEPHENSON ROAD ENTRANCE GRADING PLAN
9 UTILITY PLAN
10 STEPHENSON ROAD UTILITY PLAN
11 WATERLINE PROFILE
12 WATER DETAILS
13 STEPHENSON ROAD WIDENING SECTIONS
14 PROPOSED ACCESS ROAD PLAN AND PROFILE
15 SIGHT DISTANCE PLAN AND PROFILE
16 PREDEVELOPED DRAINAGE PLAN
17 POST DEVELOPED DRAINAGE PLAN
18 POST DEVELOPED DRAINAGE STRUCTURE PLAN
19 STORMWATER MANAGEMENT CALCULATIONS
20 STORMWATER MANAGEMENT CALCULATIONS
21 STORMWATER MANAGEMENT CALCULATIONS
22 BIORETENTION PLAN
22A BIORETENTION DETAILS
23 EROSION AND SEDIMENT CONTROL PLAN PHASE I
24 EROSION AND SEDIMENT CONTROL PLAN PHASE II
25 EROSION AND SEDIMENT CONTROL DETAILS
26 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE
27 LANDSCAPE PLAN
28 LANDSCAPE DETAILS
29 PHOTOMETRIC PLAN
30 SITE DETAILS
31 SITE DETAILS
CS0002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
FRED1701
AS SHOWN
KLM
DLF
SHEET OF2 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
NO
T
E
S
&
L
E
G
E
N
D
S
Page 1 of 1
Virginia Department of Transportation
Staunton District
Rev. June 19, 2013
VDOT General Notes
V1.All work on this project shall conform to the current editions of and latest revisions to the
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern.
V2.All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3.When working withinVDOT right-of-way, all traffic control, whether permanent or temporary,
VKDOOEHLQDFFRUGDQFHZLWKWKHFXUUHQWHGLWLRQRI9'27¶V:RUN$UHD3URWHFWLRQ0DQXDO$
transportation management plan needs to be submitted for approval and land use permit issued
prior to any execution of work within the VDOT right of way.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility
companies. It is the sole responsibility of the developer to locate and identify utility facilities or
items that may be in conflict with the proposed construction activity. VDOT approval of these
plans does not indemnify the developer from this responsibility.
V5.Design features relating to field construction, regulations, and control or safety of traffic may be
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision shall be the responsibility of the developer.
V6.If required by the local VDOT Land Development Office, a pre -construction conference shall be
arranged and held by the engineer and/or developer with the attendance of the contractor (s),
various County agencies, utility com panies and VDOT prior to initiation of work.
V7.The contractor shall notify the local VDOT Land Development Office when work is to begin or
cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance
notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332 -9500 for any traffic control
plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of
the installation and removal of the work zone.
V9.The contractor shall be responsible for maintaining a VDOT permitted temporary construction
entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
Handbook. Furthermore, access to other properties affected by this project shall be maintained
through construction.
V10.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11.All water and sewer lines within existing or proposed VDOT right -of -way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage
facilities at conflict points.
V12.Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voi ds, caves, etc.)
encountered during the course of construction shall be 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.
V13.All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement of fill. A VDOT representative shall be present to insure the
VRLOVDPSOH V REWDLQHGIRU&%5¶VLVUHSUHVHQWDWLYHRIWKHORFDWL on. When soil samples are
submitted to private laboratories for testing, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be performed in accordance
with all applicable VDOT standards and procedures.
V14.All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in accordance with the lift thicknesses, density and moisture requirements as
specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise.
V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or
as specified by VDOT.
V16.A post installation visual/video camera inspection shall be conducted by the Contractor on all
pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe
culverts, a minimum of one pipe installation for each size of each material type will be inspected
or ten percent of the total amount for each size and material type summarized. All pipe
installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe
for inspection purposes. Additional testingmay be required as directed by the Area Land Use
Engineer or their representative.
V17.The installation of any entrances and mailboxes within any dedicated street right-of-way shall
meet VDOT minimum design standards and is the responsibility of the dev eloper.
V18.Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings
shall be installed by the developer in accordance with the Manual On Uniform Traffic Control
Devices.
V19.The developer shall provide the VDOT Land Development Office with a list of all material
sources prior to the start of construction. Copies of all invoices for materials utilized within any
dedicated street right-of-way must be provided to the local VDOT L and Development Office
prior to acceptance of the work. Unit and total prices may be obscured.
V20.Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with Section
304 of the VDOT Road and Bridge Specifications and VTM -10. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT
daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of
the density control strip.
V21.Asphalt concrete pavements shall be placed in accordance with Section 315 o f the VDOT Road
and Bridge Specifications. Density shall be determined using the density control strip as specified in
Section 315 and VTM -76. A certified compaction technician shall perform these tests. Certified copies
of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of
the control strip.
V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition
of the foundation. The contractor shall report findings of foundation exploration to the engineer
and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT
Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall be determined
by the engineer and approved by VDOT.
V23.VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans
LQDFFRUGDQFHZLWK9'27¶VLQVWDOODWLRQFULWHULD)LQDODSSURYDORIWKHJXDUGUDLOOD\RXWto be
given by VDOT after grading is mostly complete.
V24.Approval of these plans shall expire five (5) years from the date of the approval letter.
V25.VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V26.The foundations for all box culverts shall be investigated by means of exploratory borings
advanced below proposed foundation elevation to determine the type and condition of the
foundation. The contractor shall submit copies of borehole logs and report findings of foundation
exploration to the engineer and VDOT for approval prior to constructing box. Foundation
designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the Standard,
where rock is encountered and cast-in-place box is proposed, the thickness of bedding shall be
six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the
foundation design and/or need for foundation stabilization shall be determined by the engineer
and approved by VDOT.
LEGEND ABBREVIATIONS
CO CO
SITE DEVELOPMENT SUMMARY
PARKING SCHEDULE
12'
NOTE:
PAVEMENT THICKNESS SHOWN ARE BASED ON AN
ASSUMED CBR VALUE OF 6. SOIL TESTS OF
SUBGRADE MUST BE PERFORMED TO DETERMINE THE
CBR FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT THICKNESS PRIOR TO CONSTRUCTION.
ALL SUBGRADE TO BE COMPACTED TO 95% DENSITY
AT + 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
CONTENT PER AASHTO-T99 METHOD.
12'
4'4'
8" 21-B
WELL COMPACTED SUBGRADE
2.5" BM-25.0A
1 1
2 SM-12.5D
DITCH
LANE
DITCH
LANE
24'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
1 1/2" SM 9.5AVDOT STD. UD-4
WRAP WITH GEOTEXTILE
4" OUTLET @ 3%
EXISTING LANE
WIDTH VARIES
PROPOSED PAVEMENT WIDTH - VARIES
2.08%
ED
G
E
T
R
A
V
E
L
W
A
Y
ED
G
E
P
A
V
E
M
E
N
T
GRAVEL
1'
3:13:1
NOTE:
PAVEMENT THICKNESS SHOWN ARE BASED ON AN
ASSUMED CBR VALUE OF 6. SOIL TESTS OF
SUBGRADE MUST BE PERFORMED TO DETERMINE THE
CBR FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT THICKNESS PRIOR TO CONSTRUCTION.
ALL SUBGRADE TO BE COMPACTED TO 95% DENSITY
AT + 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
CONTENT PER AASHTO-T99 METHOD.
(OUTLET TO ENDWALL)
8.33%
2.08%
3" BM-25A
CL
EX
.
E
D
G
E
O
F
PA
V
E
M
E
N
T
EXISTING LANE
WIDTH VARIES
MILL INTO EXISTING PAVEMENT TO
A MINIMUM DEPTH OF 1.5" AND
OVERLAY WITH FINAL SURFACE MIX
TO PROVIDE A SMOOTH LAP JOINT.
ED
G
E
O
F
G
R
A
V
E
L
SH
O
U
L
D
E
R
8" 21B OR MATCH EXISTING
PAVEMENT SECTION,
WHICHEVER IS GREATER
EXISTING PAVEMENT SECTION
4" 21B
COMPACTED
SUBGRADE
5'4'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS0003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
FRED1701
NO SCALE
KLM
DLF
SHEET OF2A 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
MA
I
N
T
E
N
A
N
C
E
O
F
T
R
A
F
F
I
C
P
L
A
N
CS0201
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
WO
R
K
S
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
FRED1701
1"=80'
KLM
DLF
SHEET OF3 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 80'160'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS1001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
OV
E
R
A
L
L
P
L
A
N
FRED1701
1"=60'
KLM
DLF
SHEET OF4 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 60'120'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
MATCH LINE - THIS SHEET
MATCH LINE - THIS SHEET
1
(
1
:
1
(
1
:
1
(
CSX RAILROAD
L
I
M
I
T
S
O
F
D
I
S
T
U
R
B
A
N
C
E
L
I
M
I
T
S
O
F
D
I
S
T
U
R
B
A
N
C
E
9+0
0
10+
0
0
1
1
+
0
0
1
2
+
0
0
1
2
+
7
5
PT
8
+
9
9
.
0
7
PC
1
0
+
1
4
.
3
9
Mi
d
1
0
+
4
3
.
6
9
P
T
1
0
+
7
3
E
P
1
2
+
7
4
.
5
2
L
P
S
T
A
9
+
6
3
.
0
4
H
P
S
T
A
1
1
+
9
3
.
4
8
3
6
'
2
5
'
6
5
'
150
'
24'
3
0
'
3
0
'
3
0
'
2
4
'
5
0
'
2
4
'
1
1
4
'
3
0
'
3
0
'
2
4
'
3
0
'
1
2
'
R
1
2
0
'
MAR
A
T
H
O
N
R
J
-
5
7
5
H
D
COM
P
A
C
T
O
R
MAR
A
T
H
O
N
R
J
-
5
7
5
H
D
COM
P
A
C
T
O
R
5'R.
17.5'R.
1
7
.
5
'
R
.
1
7
.
5
'
R
.
17.5'R.
4
1
.
5
'
R
.
1
0
'
R
.
5'R.
10'R.
3'R.
5
'
R
.
3
5
'
R
.
5
'
R
.
5
0
'
R
.
25'R.
5
8
'
R
.
4
0
'
R
.
3
5
'
R
.
35'R.
3
5
'
R
.
9
'
T
Y
P
.
1
8
.
5
'
T
Y
P
.
1
0
'
T
Y
P
.
2
0
'
T
Y
P
.
CON
C
R
E
T
E
R
E
C
Y
C
L
I
N
G
A
R
E
A
CON
C
R
E
T
E
R
E
C
Y
C
L
I
N
G
A
R
E
A
S
H
E
D
C
O
N
T
R
O
L
J
O
I
N
T
S
(
T
Y
P
.
)
E
X
P
A
N
S
I
O
N
J
O
I
N
T
S
(
T
Y
P
.
)
R
E
T
A
I
N
I
N
G
W
A
L
L
(
3
)
C
O
N
C
R
E
T
E
W
H
E
E
L
S
T
O
P
S
18.5'TYP.10'TYP.
F
U
T
U
R
E
P
A
R
K
I
N
G
L
O
T
E
X
P
A
N
S
I
O
N
F
U
T
U
R
E
P
A
R
K
I
N
G
L
O
T
E
X
P
A
N
S
I
O
N
3
0
'
P
R
O
P
O
S
E
D
F
E
N
C
E
P
R
O
P
O
S
E
D
3
0
'
D
O
U
B
L
E
S
W
I
N
G
G
A
T
E
P
R
O
P
O
S
E
D
3
0
'
D
O
U
B
L
E
S
W
I
N
G
G
A
T
E
5
.
1
3
'
9
'
1
0
'
5
6
'
P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
5
0
'
P
R
O
P
.
I
N
G
R
E
S
S
/
E
G
R
E
S
S
E
S
M
'
T
PROP. 3,280 SF. LEVEL II BIORETENTIO
N
B
A
S
I
N
P
R
O
P
.
1
,
0
5
9
C
U
.
F
T
.
F
O
R
E
B
A
Y
B
O
T
T
O
M
=
6
0
4
.
7
5
T
O
P
=
6
0
6
.
0
0
PROP. STORMWATERMANAGEMENT POND
14
3
13
100
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
100' BUILDING SETBACK
E
X
P
A
N
S
I
O
N
J
O
I
N
T
S
(
T
Y
P
.
)
C
O
N
T
R
O
L
J
O
I
N
T
S
(
T
Y
P
.
)
2
0
'
P
R
O
P
.
V
E
R
I
Z
O
N
E
S
M
'
T
3
0
.
0
0
'
4
"
W
A
T
E
R
S
E
R
V
I
C
E
L
I
N
E
PROPOSED20' STORM ESM'T.
C
S
1
0
0
2
BYNO.DATE REVISIONS
STEPHENSON CONVENIENCE CENTER
STEPHENSON ROAD
FREDERICK COUNTY, VIRGINIA
107 NORTH KENT STREET
WINCHESTER, VIRGINIA 22601
FREDERICK COUNTY DEPT. OF PUBLIC WORKS
SITE PLAN
F
R
E
D
1
7
0
1
1
"
=
3
0
'
K
L
M
D
L
F
S
H
E
E
T
O
F
5
3
1
A
L
L
D
O
C
U
M
E
N
T
S
P
R
E
P
A
R
E
D
B
Y
P
E
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
A
R
E
I
N
S
T
R
U
M
E
N
T
S
O
F
S
E
R
V
I
C
E
I
N
R
E
S
P
E
C
T
O
F
T
H
E
P
R
O
J
E
C
T
.
T
H
E
Y
A
R
E
N
O
T
I
N
T
E
N
D
E
D
O
R
R
E
P
R
E
S
E
N
T
E
D
T
O
B
E
S
U
I
T
A
B
L
E
F
O
R
R
E
U
S
E
B
Y
O
W
N
E
R
O
R
O
T
H
E
R
S
O
N
T
H
E
E
X
T
E
N
S
I
O
N
S
O
F
T
H
E
P
R
O
J
E
C
T
O
R
O
N
A
N
Y
O
T
H
E
R
P
R
O
J
E
C
T
.
A
N
Y
R
E
U
S
E
W
I
T
H
O
U
T
W
R
I
T
T
E
N
V
E
R
I
F
I
C
A
T
I
O
N
O
R
A
D
A
P
T
A
T
I
O
N
B
Y
P
E
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
F
O
R
T
H
E
S
P
E
C
I
F
I
C
P
U
R
P
O
S
E
I
N
T
E
N
D
E
D
W
I
L
L
B
E
A
T
O
W
N
E
R
S
S
O
L
E
R
I
S
K
A
N
D
W
I
T
H
O
U
T
L
I
A
B
I
L
I
T
Y
O
R
L
E
G
A
L
E
X
P
O
S
U
R
E
T
O
P
E
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
;
A
N
D
O
W
N
E
R
S
H
A
L
L
I
N
D
E
M
N
I
F
Y
A
N
D
H
O
L
D
H
A
R
M
L
E
S
S
P
E
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
F
R
O
M
A
L
L
C
L
A
I
M
S
,
D
A
M
A
G
E
S
,
L
O
S
S
E
S
A
N
D
E
X
P
E
N
S
E
S
A
R
I
S
I
N
G
O
U
T
O
F
O
R
R
E
S
U
L
T
I
N
G
T
H
E
R
E
F
R
O
M
.
ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR
AND OWNER MUST BE NOTIFIED OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH WORK
0
0
3
0
'
6
0
'
NO
R
T
H
P
T
M
N
O
M
A
E
W
L
OC
G
F
O
H
R
I
V
A
I
N
I
R
O
F
F
S
S
I
O
N
A
L
E
N
G
I
N
E
EE
R
9-1-2017 1 dlf
9-13-2017 2 KLM
10-02-2017 3 KLM
10-11-2017 4 KLM
11-01-2017 5 KLM
MATC
H
L
I
N
E
-
S
E
E
S
H
E
E
T
6
6
:
1
:
5
0
'
R
.
50'R.
11
'
11
'
11
'
11
'
11
'
11
'
293
'
T
R
A
N
S
I
T
I
O
N
75'
150
'
T
A
P
E
R
100
'
L
E
F
T
T
U
R
N
L
A
N
E
150
'
T
A
P
E
R
100
'
R
I
G
H
T
T
U
R
N
L
A
N
E
293
'
T
R
A
N
S
I
T
I
O
N
7
5
.
2
3
'
30'
24
'
R26
0
'
PR
O
P
O
S
E
D
5
'
S
H
O
U
L
D
E
R
24' WIDE
PROPOSED ACCESS DR
I
V
E
(HOT RUN DRIVE)
I
56'
P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
50
'
P
R
O
P
.
IN
G
R
E
S
S
/
E
G
R
E
S
S
ES
M
'
T
56
'
60'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
100'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
60
'
B
U
I
L
D
I
N
G
SE
T
B
A
C
K
WP
-
2
WP
-
2
PR
O
P
O
S
E
D
C
G
-
6
PR
O
P
O
S
E
D
C
G
-
6
EXI
S
T
I
N
G
O
V
E
R
H
E
A
D
U
T
I
L
I
T
Y
LIN
E
T
O
B
E
R
E
L
O
C
A
T
E
D
EXI
S
T
I
N
G
E
N
T
R
A
N
C
E
TO
B
E
R
E
M
O
V
E
D
CG
-
1
1
E
N
T
R
A
N
C
E
PR
O
P
O
S
E
D
A
M
E
R
I
C
A
N
WI
R
E
F
E
N
C
E
MIL
L
A
N
D
O
V
E
R
L
A
Y
P
E
R
VD
O
T
W
P
-
2
D
E
T
A
I
L
(SE
E
S
H
E
E
T
C
S
0
0
0
2
)
LIMITS O
F
D
I
S
T
U
R
B
A
N
C
E
0+0
0
1+0
0
2+00
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+0
0
9+00
BP
0
+
0
0
PC
1
+
1
4
.
9
6
Mid 2
+
3
7
.
9
6
P
T
3
+
6
0
.
9
6
P
C
5
+
5
3
.
8
6
Mid
7
+
2
6
.
4
7
LP STA 1+17.53
HP STA 3+23.70
R12
0
.
0
0
'
EN
D
T
A
P
E
R
BE
G
I
N
T
A
P
E
R
CG
-
1
1
E
N
T
R
A
N
C
E
ED
G
E
O
F
P
A
V
E
M
E
N
T
PR
O
P
O
S
E
D
ST
O
P
S
I
G
N
1,7
7
4
F
T
.
T
O
RT.
1
1
I
N
T
E
R
S
E
C
T
I
O
N
20'
P
R
O
P
.
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20'
P
R
O
P
.
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20
.
0
0
'
20
.
0
0
'
CO
N
N
E
C
T
T
O
E
X
.
1
0
"
P
V
C
W
L
1-1
0
"
M
E
C
H
A
N
I
C
A
L
J
T
.
S
O
L
I
D
S
L
E
E
V
E
1-1
0
"
M
E
C
H
A
N
I
C
A
L
J
T
.
G
.
V
.
%
(
1
'
%
(
1
'
CO
N
N
E
C
T
T
O
E
X
.
1
0
"
PV
C
W
A
T
E
R
L
I
N
E
1-1
0
"
M
E
C
H
N
I
C
A
L
J
T
.
SO
L
I
D
S
L
E
E
V
E
1-1
0
"
M
E
C
H
A
N
I
C
A
L
JT.
G
.
V
.
2"
W
A
T
E
R
M
E
T
E
R
4"
T
O
2
"
R
E
D
U
C
E
R
S
H
A
L
L
B
E
INS
T
A
L
L
E
D
A
M
I
N
.
O
F
3
'
B
E
Y
O
N
D
WM
V
A
U
L
T
4"
W
A
T
E
R
S
E
R
V
I
C
E
L
I
N
E
1-F
.
H
.
A
S
S
Y
.
WI
T
H
1
-
1
0
"
X
6
"
T
E
E
1-6
"
G
.
V
.
AIR
R
E
L
E
A
S
E
VA
L
V
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
CS1003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
E
P
H
E
N
S
O
N
R
O
A
D
E
N
T
R
A
N
C
E
SI
T
E
P
L
A
N
FRED1701
1"=30'
KLM
DLF
SHEET OF6 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
5
LIM
I
T
S
O
F
D
I
S
T
U
R
B
A
N
C
E
LIM
I
T
S
O
F
D
I
S
T
U
R
B
A
N
C
E
M
A
R
A
T
H
O
N
R
J
-
5
7
5
H
D
C
O
M
P
A
C
T
O
R
M
A
R
A
T
H
O
N
R
J
-
5
7
5
H
D
C
O
M
P
A
C
T
O
R
SHE
D
RET
A
I
N
I
N
G
WAL
L
56' P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
50'
P
R
O
P
.
ING
R
E
S
S
/
E
G
R
E
S
S
ESM
'
T
PRO
P
.
3
,
2
8
0
S
F
.
L
E
V
E
L
I
I
B
I
O
R
E
T
E
N
T
I
O
N
B
A
S
I
N
PRO
P
.
1
,
0
5
9
C
U
.
F
T
.
F
O
R
E
B
A
Y
BOT
T
O
M
=
6
0
4
.
7
5
TOP
=
6
0
6
.
0
0
PRO
P
.
S
T
O
R
M
W
A
T
E
R
MAN
A
G
E
M
E
N
T
P
O
N
D
1
0
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
100
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
620
.
9
6
L
P
617
.
0
8
I
N
V
.
622
.
8
2
614
.
0
0
4.37%
6
2
0
61
5
617
6
1
4
618
61
2
61
3
620
620
612
.
7
2
PRO
P
.
4
5
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
2
.
0
0
%
617
617
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
1
6
.
8
4
PRO
V
I
D
E
E
C
-
1
PRO
P
.
4
8
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
0
.
5
0
%
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
I
N
=
6
1
7
.
0
8
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
1
0
.
5
0
PRO
V
I
D
E
E
C
-
1
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
I
N
=
6
1
1
.
1
4
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
1
9
.
0
0
PRO
V
I
D
E
E
C
-
1
OUT
F
A
L
L
P
I
P
E
PRO
P
.
2
3
2
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
0
.
5
0
%
618
.
5
0
615
.
0
0
615
.
0
0
618
.
7
0
619
.
5
0
619
.
5
0
619
.
5
0
619
.
0
0
619
.
2
5
620
.
5
0
619
.
5
2
619
.
0
0
611
.
1
4
605
.
5
0
1
(
1
:
1
(
1
:
1
(
C
S
X
R
A
I
L
R
O
A
D
20' P
R
O
P
.
V
E
R
I
Z
O
N
E
S
M
'
T
30.0
0
'
4" W
A
T
E
R
SER
V
I
C
E
L
I
N
E
PRO
P
O
S
E
D
8
'
X
6
'
V
A
U
L
T
W
I
T
H
4" G
.
V
.
4"X
2
"
R
E
D
U
C
E
R
2"X
1
"
T
E
E
2"
C
H
E
C
K
V
A
L
V
E
1"
C
H
E
C
K
V
A
L
V
E
HO
S
E
A
D
A
P
T
O
R
PRO
P
O
S
E
D
1" W
A
T
E
R
L
I
N
E
W
I
T
H
YAR
D
H
Y
D
R
A
N
T
PRO
P
O
S
E
D
20'
S
T
O
R
M
E
S
M
'
T
.
CS1501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
GR
A
D
I
N
G
P
L
A
N
FRED1701
1"=30'
KLM
DLF
SHEET OF7 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
N
O
R
T
H
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
8
PR
O
P
O
S
E
D
5
'
S
H
O
U
L
D
E
R
24' WIDE
PROPOSED ACCESS DR
I
V
E
(HOT RUN DRIVE)
56'
P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
50
'
P
R
O
P
.
IN
G
R
E
S
S
/
E
G
R
E
S
S
ES
M
'
T
56
'
60'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
100'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
60
'
B
U
I
L
D
I
N
G
SE
T
B
A
C
K
WP
-
2
WP
-
2
EXI
S
T
I
N
G
O
V
E
R
H
E
A
D
U
T
I
L
I
T
Y
LIN
E
T
O
B
E
R
E
L
O
C
A
T
E
D
EXI
S
T
I
N
G
E
N
T
R
A
N
C
E
TO
B
E
R
E
M
O
V
E
D
CG
-
1
1
E
N
T
R
A
N
C
E
PR
O
P
O
S
E
D
A
M
E
R
I
C
A
N
WI
R
E
F
E
N
C
E
MIL
L
A
N
D
O
V
E
R
L
A
Y
P
E
R
VD
O
T
W
P
-
2
D
E
T
A
I
L
(SE
E
S
H
E
E
T
C
S
0
0
0
2
)
627.20
632.03 H
P
630.75
6
3
3
631.11
628.00
630.37 L
P
628.94
6
2
1
6
3
2
6
3
1
6
3
6
6
3
4
6
3
5
6
3
7
6
3
8
6
2
9
6
2
8
6
2
7
6
2
6
6
2
4
6
2
3
6
2
2
6
1
9
6
1
8
6
1
7
63
0
63
5
6
1
7
631.50 H
P
PR
O
P
.
9
0
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
0
.
5
0
%
PR
O
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
I
N
=
6
2
7
.
3
2
PR
O
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
2
6
.
8
7
PR
O
V
I
D
E
E
C
-
1
633.91 T
C
630.54 T
C
631.70 T
C
629.60 T
C
6
:
1
:
IRT
w
/
C
A
P
9
2
0
3
N=
7
1
3
3
7
9
2
.
8
2
9
E=
1
1
5
9
4
9
4
4
.
8
7
3
EL
E
V
.
=
6
3
3
.
2
3
20'
P
R
O
P
.
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20'
P
R
O
P
.
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20
.
0
0
'
20
.
0
0
'
CO
N
N
E
C
T
T
O
E
X
.
1
0
"
P
V
C
W
L
1-1
0
"
M
E
C
H
A
N
I
C
A
L
J
T
.
S
O
L
I
D
S
L
E
E
V
E
1-1
0
"
M
E
C
H
A
N
I
C
A
L
J
T
.
G
.
V
.
%
(
1
'
%
(
1
'
CO
N
N
E
C
T
T
O
E
X
.
1
0
"
PV
C
W
A
T
E
R
L
I
N
E
1-1
0
"
M
E
C
H
N
I
C
A
L
J
T
.
SO
L
I
D
S
L
E
E
V
E
1-1
0
"
M
E
C
H
A
N
I
C
A
L
JT.
G
.
V
.
2"
W
A
T
E
R
M
E
T
E
R
4"
T
O
2
"
R
E
D
U
C
E
R
S
H
A
L
L
B
E
INS
T
A
L
L
E
D
A
M
I
N
.
O
F
3
'
B
E
Y
O
N
D
WM
V
A
U
L
T
1-F.
H
.
A
S
S
Y
.
WI
T
H
1
-
1
0
"
X
6
"
T
E
E
1-6"
G
.
V
.
AIR
R
E
L
E
A
S
E
VA
L
V
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
CS1004
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
E
P
H
E
N
S
O
N
R
O
A
D
E
N
T
R
A
N
C
E
GR
A
D
I
N
G
P
L
A
N
FRED1701
1"= 30'
KLM
DLF
SHEET OF8 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
N
O
R
T
H
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
7
M
A
R
A
T
H
O
N
R
J
-
5
7
5
H
D
C
O
M
P
A
C
T
O
R
M
A
R
A
T
H
O
N
R
J
-
5
7
5
H
D
C
O
M
P
A
C
T
O
R
SHE
D
RET
A
I
N
I
N
G
WAL
L
(3)
C
O
N
C
R
E
T
E
WHE
E
L
S
T
O
P
S
56' P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
50'
P
R
O
P
.
ING
R
E
S
S
/
E
G
R
E
S
S
ESM
'
T
1
0
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
100
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
1
(
1
:
1
(
1
:
LIM
I
T
S
O
F
D
I
S
T
U
R
B
A
N
C
E
20' P
R
O
P
.
V
E
R
I
Z
O
N
E
S
M
'
T
PRO
P
O
S
E
D
P
O
W
E
R
P
O
L
E
(BY
O
T
H
E
R
S
)
PRO
P
O
S
E
D
P
O
W
E
R
P
O
L
E
(BY
O
T
H
E
R
S
)
PRO
P
O
S
E
D
SER
V
I
C
E
POW
E
R
P
O
L
E
PRO
P
O
S
E
D
P
O
W
E
R
P
O
L
E
(BY
O
T
H
E
R
S
)
PRO
P
O
S
E
D
LIG
H
T
P
O
L
E
PRO
P
O
S
E
D
LIG
H
T
P
O
L
E
PRO
P
O
S
E
D
LIG
H
T
P
O
L
E
PRO
P
O
S
E
D
1
"
ELE
C
T
R
I
C
C
O
N
D
U
I
T
PRO
P
O
S
E
D
1
"
ELE
C
T
R
I
C
C
O
N
D
U
I
T
PRO
P
O
S
E
D
1
"
ELE
C
T
R
I
C
C
O
N
D
U
I
T
PRO
P
O
S
E
D
ELE
C
T
R
I
C
M
E
T
E
R
(2)
P
R
O
P
O
S
E
D
2
"
ELE
C
T
R
I
C
C
O
N
D
U
I
T
S
.
STU
B
F
O
R
F
U
T
U
R
E
CON
N
E
C
T
I
O
N
PRO
P
O
S
E
D
4
"
ELE
C
T
R
I
C
C
O
N
D
U
I
T
30.0
0
'
4" W
A
T
E
R
SER
V
I
C
E
L
I
N
E
PRO
P
O
S
E
D
P
A
N
E
L
B
O
X
PRO
P
O
S
E
D
8
'
X
6
'
V
A
U
L
T
W
I
T
H
4" G
.
V
.
4"X
2
"
R
E
D
U
C
E
R
2"
X
1
"
T
E
E
2"
C
H
E
C
K
V
A
L
V
E
1"
C
H
E
C
K
V
A
L
V
E
HO
S
E
A
D
A
P
T
O
R
PRO
P
O
S
E
D
1" W
A
T
E
R
L
I
N
E
W
I
T
H
YAR
D
H
Y
D
R
A
N
T
PRO
P
O
S
E
D
20'
S
T
O
R
M
E
S
M
'
T
.
PRO
P
.
4
5
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
2
.
0
0
%
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
1
6
.
8
4
PRO
V
I
D
E
E
C
-
1
PRO
P
.
4
8
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
0
.
5
0
%
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
I
N
=
6
1
7
.
0
8
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
1
0
.
5
0
PRO
V
I
D
E
E
C
-
1
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
I
N
=
6
1
1
.
1
4
PRO
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
1
9
.
0
0
PRO
V
I
D
E
E
C
-
1
OUT
F
A
L
L
P
I
P
E
PRO
P
.
2
3
2
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
0
.
5
0
%
CS1700
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
UT
I
L
I
T
Y
P
L
A
N
FRED1701
1"= 30'
KLM
DLF
SHEET OF9 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
1
0
6
:
1
:
EXI
S
T
I
N
G
1
0
"
P
V
C
WA
T
E
R
M
A
I
N
T
O
B
E
AB
A
N
D
O
N
E
D
I
N
P
L
A
C
E
EXI
S
T
I
N
G
1
0
"
P
V
C
WA
T
E
R
M
A
I
N
T
O
B
E
AB
A
N
D
O
N
E
D
I
N
P
L
A
C
E
PR
O
P
O
S
E
D
5
'
S
H
O
U
L
D
E
R
24' WIDE
PROPOSED ACCESS DR
I
V
E
(HOT RUN DRIVE)
56'
P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
50'
P
R
O
P
.
IN
G
R
E
S
S
/
E
G
R
E
S
S
ES
M
'
T
56
'
60'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
100'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
60
'
B
U
I
L
D
I
N
G
SE
T
B
A
C
K
EXI
S
T
I
N
G
E
N
T
R
A
N
C
E
TO
B
E
R
E
M
O
V
E
D
CG
-
1
1
E
N
T
R
A
N
C
E
PR
O
P
O
S
E
D
A
M
E
R
I
C
A
N
WI
R
E
F
E
N
C
E
LIMITS O
F
D
I
S
T
U
R
B
A
N
C
E
20'
P
R
O
P
.
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20'
P
R
O
P
.
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
'
T
20
.
0
0
'
20
.
0
0
'
%
(
1
'
%
(
1
'
CO
N
N
E
C
T
T
O
E
X
.
1
0
"
PV
C
W
A
T
E
R
L
I
N
E
1-1
0
"
M
E
C
H
N
I
C
A
L
J
T
.
SO
L
I
D
S
L
E
E
V
E
1-1
0
"
M
E
C
H
A
N
I
C
A
L
JT.
G
.
V
.
2"
W
A
T
E
R
M
E
T
E
R
4"
T
O
2
"
R
E
D
U
C
E
R
S
H
A
L
L
B
E
INS
T
A
L
L
E
D
A
M
I
N
.
O
F
3
'
B
E
Y
O
N
D
W
M
V
A
U
L
T
1-F.
H
.
A
S
S
Y
.
WI
T
H
1
-
1
0
"
X
6
"
T
E
E
1-6
"
G
.
V
.
AIR
R
E
L
E
A
S
E
VA
L
V
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
RE
L
O
C
A
T
E
D
P
O
L
E
PR
O
P
.
9
0
L
F
.
1
5
"
H
D
P
E
S
T
O
R
M
P
I
P
E
@
0
.
5
0
%
PR
O
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
I
N
=
6
2
7
.
3
2
PR
O
P
.
H
D
P
E
E
N
D
S
E
C
T
I
O
N
INV
.
O
U
T
=
6
2
6
.
8
7
PR
O
V
I
D
E
E
C
-
1
R12
0
.
0
0
'
1
+
0
0
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+00
9+
1
1
P
I
0
+
4
1
.
7
5
P
I
1
+
0
2
.
7
2
PI
8
+
0
2
.
0
2
PC 8+
3
2
.
8
2
Mid 8+5
4
.
0
7
PT 8+75.
3
2
PI 9+06.7
0
EP
9
+
1
0
.
7
0
1
:
1
(
EXI
S
T
I
N
G
1
0
"
P
V
C
WA
T
E
R
M
A
I
N
T
O
B
E
AB
A
N
D
O
N
E
D
I
N
P
L
A
C
E
56'
P
R
O
P
.
R
/
W
D
E
D
I
C
A
T
I
O
N
EXI
S
T
I
N
G
O
V
E
R
H
E
A
D
U
T
I
L
I
T
Y
LIN
E
T
O
B
E
R
E
L
O
C
A
T
E
D
CO
N
N
E
C
T
T
O
E
X
.
1
0
"
P
V
C
W
L
1-1
0
"
M
E
C
H
A
N
I
C
A
L
J
T
.
S
O
L
I
D
S
L
E
E
V
E
1-1
0
"
M
E
C
H
A
N
I
C
A
L
J
T
.
G
.
V
.
20'
P
R
O
P
.
V
E
R
I
Z
O
N
E
S
M
'
T
2"
W
A
T
E
R
M
E
T
E
R
4"
T
O
2
"
R
E
D
U
C
E
R
S
H
A
L
L
B
E
INS
T
A
L
L
E
D
A
M
I
N
.
O
F
3
'
B
E
Y
O
N
D
W
M
V
A
U
L
T
4"
W
A
T
E
R
S
E
R
V
I
C
E
L
I
N
E
PROPOS
E
D
P
O
W
E
R
P
O
L
E
(BY OTH
E
R
S
)
30.00'
RE
L
O
C
A
T
E
D
P
O
L
E
0
+
0
0
1
+
0
0
B
P
0
+
0
0
P
I
0
+
4
1
.
7
5
P
I
1
+
0
2
.
7
2
CS1701
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
E
P
H
E
N
S
O
N
R
O
A
D
U
T
I
L
I
T
Y
P
L
A
N
FRED1701
1"=30'
KLM
DLF
SHEET OF10 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
MA
T
C
H
L
I
N
E
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
T
H
I
S
S
H
E
E
T
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
9
WATERLINE PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
600
610
620
630
640
650
0+00
61
6
.
4
61
6
.
3
5
62
3
.
5
62
3
.
4
7
1+00
62
7
.
6
62
7
.
5
9
62
8
.
8
62
8
.
8
3
2+00
62
9
.
6
62
9
.
5
9
63
0
.
2
63
0
.
1
8
3+00
63
0
.
1
63
0
.
1
0
63
1
.
2
63
1
.
1
8
4+00
63
2
.
2
63
2
.
2
2
63
3
.
3
63
3
.
3
1
5+00
63
4
.
6
63
4
.
6
1
63
5
.
6
63
5
.
6
3
6+00
63
6
.
8
63
6
.
8
2
63
7
.
8
63
7
.
7
6
7+00
63
7
.
8
63
7
.
8
1
63
6
.
9
63
6
.
9
3
8+00
63
5
.
5
63
5
.
5
1
63
6
.
4
63
6
.
3
8
9+00
63
8
.
1
63
8
.
1
3
9+25
%(1'
PROPOSED 10" DI CL52 WATERLINE
PROPOSED ENTRANCE
HOT RUN DRIVE
FINISHED GRADE
EXISTING GRADE
8+02.02
%(1'
9+06.70
%(1'
48
"
C
O
V
E
R
M
I
N
.
48
"
C
O
V
E
R
M
I
N
.
%(1'
CONNECT TO EX. 10" WL
0+90.99
1-2" WM.
CONNECT TO EX. 10" PVC WL
10" MECHANICAL JT. SOLID SLEEVE
1-10" MECHANICAL JT. G.V.
CONNECT TO EX. 10" PVC WL.
10" MECHANICAL JT. SOLID SLEEVE
1-10" MECHANICAL JT. G.V.
6+69.56
AIR RELEASE VALVE
5+10.27
1- F.H. ASSY. WITH
1- 10"X6" TEE
1-6" G.V.
CS1702
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
WO
R
K
S
WA
T
E
R
L
I
N
E
P
R
O
F
I
L
E
FRED1701
1" = 30'
KLM
DLF
SHEET OF11 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
00 30'60'
CS6041
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
WO
R
K
S
WA
T
E
R
D
E
T
A
I
L
S
FRED1701
AS SHOWN
KLM
DLF
SHEET OF12 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
SECTION A-A'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
630
640
650
630
640
650
-0+50 0+00
63
8
.
9
63
8
.
9
5
1+00
+1
6
=
E
G
6
3
8
.
3
7
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
CL
O
F
R
O
A
D
FINISHED GRADE
EXISTING GRADE
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
+1
2
=
E
P
6
3
8
.
7
0
SECTION B-B'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
630
640
650
630
640
650
-0+50 0+00
63
8
.
4
63
8
.
3
6
1+00
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
S
T
R
I
P
E
D
M
E
D
I
A
N
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
PR
O
P
.
R
I
G
H
T
T
U
R
N
L
A
N
E
(
W
I
D
T
H
V
A
R
I
E
S
)
CL
O
F
R
O
A
D
FINISHED GRADE
EXISTING GRADE
EX. 10" PVC
WATERMAIN
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
+2
5
.
2
7
=
E
G
6
3
7
.
6
1
+2
0
.
2
7
=
E
P
6
3
7
.
9
4
SECTION C-C'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
630
640
650
630
640
650
-0+50 0+00
63
7
.
0
63
6
.
9
6
63
7
.
9
63
7
.
8
6
1+00
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
S
T
R
I
P
E
D
M
E
D
I
A
N
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
PR
O
P
.
R
I
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
PR
O
P
.
R
I
G
H
T
T
U
R
N
L
A
N
E
(
1
1
'
W
I
D
T
H
)
CL
O
F
R
O
A
D
FINISHED GRADE
EXISTING GRADE
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
+3
1
.
3
6
=
E
P
6
3
6
.
3
0
STA:0+32.36
ELEV:636.63
SECTION D-D'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
625
630
640
650
625
630
640
650
-0+50 0+00
63
4
.
3
63
4
.
2
8
63
6
.
3
63
6
.
3
1
1+00
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
S
T
R
I
P
E
D
M
E
D
I
A
N
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
R
I
G
H
T
T
U
R
N
L
A
N
E
(
1
1
'
W
I
D
T
H
)
CL
O
F
R
O
A
D
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
R
I
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
FINISHED GRADE
EXISTING GRADE
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX.TELEPONE LINE
TO BE RELOCATED
+3
5
.
3
7
=
E
P
6
3
3
.
5
4
STA:0+36.37
ELEV:633.87
SECTION E-E'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
620
630
640
620
630
640
-0+50 0+00
62
9
.
8
62
9
.
7
5
63
2
.
7
63
2
.
6
9
1+00
FINISHED GRADE
EXISTING GRADEPR
O
P
.
R
I
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
L
E
F
T
T
U
R
N
L
A
N
E
(
1
1
'
W
I
D
T
H
)
CL
O
F
R
O
A
D
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPONE LINE
TO BE RELOCATED
+2
3
.
6
4
=
E
P
6
2
9
.
2
5
STA:0+24.66
ELEV:629.56
SECTION F-F'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
620
630
640
620
630
640
-0+50 0+00
62
7
.
1
62
7
.
0
8
63
0
.
3
63
0
.
2
6
1+00
CL
O
F
R
O
A
D
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
L
E
F
T
T
U
R
N
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
R
I
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPONE LINE
TO BE RELOCATED
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
FINISHED GRADE
EXISTING GRADE
+2
8
.
4
5
=
E
G
6
2
6
.
2
6
+2
3
.
4
5
=
E
P
6
2
6
.
5
9
SECTION G-G'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
615
620
630
640
615
620
630
640
-0+50 0+00
62
4
.
8
62
4
.
7
8
62
8
.
4
62
8
.
3
7
1+00
SECTION H-H'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
610
620
630
640
610
620
630
640
-0+50 0+00
62
1
.
8
62
1
.
8
5
1+00
SECTION I-I'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
610
620
630
610
620
630
-0+50 0+00
61
8
.
7
61
8
.
7
0
1+00
CL
O
F
R
O
A
D
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
L
E
F
T
T
U
R
N
L
A
N
E
T
A
P
E
R
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
S
T
R
I
P
E
D
M
E
D
I
A
N
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
PR
O
P
.
R
I
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
FINISHED GRADE
EXISTING GRADE
EX. TELEPHONE LINE
TO BE RELOCATED
CL
O
F
R
O
A
D
PR
O
P
.
S
T
R
I
P
E
D
M
E
D
I
A
N
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
FINISHED GRADE
EXISTING GRADE
CL
O
F
R
O
A
D
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
W
I
D
T
H
V
A
R
I
E
S
)
CL
P
R
O
P
.
S
W
A
L
E
(
W
I
D
T
H
V
A
R
I
E
S
)
FINISHED GRADE
EXISTING GRADE
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
+2
5
.
7
7
=
E
G
6
2
4
.
0
4
+1
9
.
7
7
=
E
P
6
2
4
.
3
7
+2
0
.
9
7
=
E
G
6
2
1
.
1
9
+1
5
.
9
7
=
E
P
6
2
1
.
5
2
+1
7
=
E
G
6
1
8
.
1
2
+1
2
=
E
P
6
1
8
.
4
5
SECTION H-H'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
610
620
630
640
610
620
630
640
-0+50 0+00
62
1
.
8
62
1
.
8
5
1+00
CL
O
F
R
O
A
D
PR
O
P
.
S
T
R
I
P
E
D
M
E
D
I
A
N
(
W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
5
'
W
I
D
T
H
)
CL
P
R
O
P
.
S
W
A
L
E
(
F
I
L
L
S
L
O
P
E
4
'
W
I
D
T
H
)
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
FINISHED GRADE
EXISTING GRADE
+2
0
.
9
7
=
E
G
6
2
1
.
1
9
+1
5
.
9
7
=
E
P
6
2
1
.
5
2
SECTION I-I'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
610
620
630
610
620
630
-0+50 0+00
61
8
.
7
61
8
.
7
0
1+00
CL
O
F
R
O
A
D
PR
O
P
.
T
H
R
U
L
A
N
E
(
1
1
'
W
I
D
T
H
)
PR
O
P
.
G
R
A
V
E
L
S
H
O
U
L
D
E
R
(
W
I
D
T
H
V
A
R
I
E
S
)
CL
P
R
O
P
.
S
W
A
L
E
(
W
I
D
T
H
V
A
R
I
E
S
)
FINISHED GRADE
EXISTING GRADE
EX. 10" PVC WATERMAIN TO
BE RELOCATED
(APPROX. LOCATION)
ASSUMED 48" COVER
EX. TELEPHONE LINE
TO BE RELOCATED
+1
7
=
E
G
6
1
8
.
1
2
+1
2
=
E
P
6
1
8
.
4
5
CS1005
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
E
P
H
E
N
S
O
N
R
O
A
D
W
I
D
E
N
I
N
G
SE
C
T
I
O
N
S
FRED1701
AS SHOWN
KLM
DLF
SHEET OF13 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS3501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
PR
O
P
O
S
E
D
A
C
C
E
S
S
R
O
A
D
PL
A
N
A
N
D
P
R
O
F
I
L
E
FRED1701
1"=50'
KLM
DLF
SHEET OF14 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 50'100'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS3502
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
SI
G
H
T
D
I
S
T
A
N
C
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
FRED1701
1"=50'
KLM
DLF
SHEET OF15 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 50'100'
N
O
R
T
H
P
T
M
NOM
AEW L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONAL E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
5C
32B
7C
34
5C
32B
00 60'120'
N
O
R
T
H
PRE-DEV. 'A'
AREA = 3.27 AC.
CN = 75
Tc = 20 MIN.
Q1 = 1.96 CFS
Q2 = 3.10 CFS
Q10 = 6.65 CFS
PRE-DEV. 'B'
AREA = 6.03 AC.
CN = 74
Tc = 13 MIN.
Q1 = 4.26 CFS
Q2 = 6.81 CFS
Q10 = 14.71 CFS
A
BC
A
B
C
TOTAL COMBINED PRE-DEV. FLOWS FROM PROJECT AREA
Q1 = 6.00 CFS
Q2 = 9.65 CFS
Q10 = 21.03 CFS
Q100 = 44.49 CFS
FLOW PATH (TYP.)
CS9001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
PR
E
D
E
V
E
L
O
P
E
D
D
R
A
I
N
A
G
E
P
L
A
N
FRED1701
1"=60'
KLM
DLF
SHEET OF16 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
621
62
0
615
6
1
7
633632
631 634 635 636 637 638
61
4
618
612
613
629628
627626624623
622619618617
6
3
0
6
3
5
6
2
0
6
2
0
6
1
7
6
1
7
5C
32B
7C
34
5C
32B
1
4
3
1
3
00 60'120'
N
O
R
T
H
A
B
D
A
B
TOTAL COMBINED POST-DEV. FLOWS FROM PROJECT AREA
Q1 = 3.90 CFS
Q2 = 5.42 CFS
Q10 = 16.74 CFS
Q100 = 44.08 CFS
C
B
C
D
A
C
D
POST-DEV. 'A'
AREA = 2.71 AC.
CN = 80 (1, 2, & 10-YR)
Tc = 14 MIN.
Q1 = 2.66 CFS
Q2 = 3.85 CFS
Q10 = 7.41 CFS
POST-DEV. 'B'
AREA = 4.64 AC.
CN = 72 (1-YR)
CN = 74 (2-YR)
CN = 76 (10-YR)
Tc = 13 MIN.
Q1 = 2.68 CFS
Q2 = 5.24 CFS
Q10 = 12.35 CFS
POST-DEV. 'C'
AREA = 1.60 AC.
CN = 84 (1 & 2-YR)
CN = 85 (10-YR)
Tc = 14 MIN.
Q1 = 2.05 CFS
Q2 = 2.83 CFS
Q10 = 5.21 CFS
POST-DEV. 'D'
AREA = 0.35 AC.
CN = 74 (1, 2, & 10-YR)
Tc = 5 MIN.
Q1 = 0.31 CFS
Q2 = 0.48 CFS
Q10 = 1.02 CFSDISCHARGE FROM SWMB
Q1 = 1.28 CFS
Q2 = 3.03 CFS
Q10 = 8.98 CFS
Q100 = 30.02 CFS
FLOW PATH (TYP.)
CS9002
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
PO
S
T
D
E
V
E
L
O
P
E
D
DR
A
I
N
A
G
E
P
L
A
N
FRED1701
1"=60'
KLM
DLF
SHEET OF17 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONAL E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
621
62
0
615
6
1
7
633632
63
1 634 63
5 636
637 638
61
4
618
612
613
629628
627626624623
622619
618617
6
3
0
6
3
5
6
2
0
6
2
0
6
1
7
6
1
7
5C
32B
7C
34
5C
32B
1
4
3
1
3
00 60'120'
N
O
R
T
H
A
B
D
A
B
C
B
C
D
A
C
D
POST AREA #2
AREA = 1.85 AC.
C = 0.50
Tc = 14 MIN.
Q2 = 2.89 CFS
Q10 = 3.97 CFS
FLOW PATH (TYP.)
A
B
C
D
BC
D
A
B
C
POST AREA #1
AREA = 0.86 AC.
C = 0.51
Tc = 5 MIN.
Q2 = 2.06 CFS
Q10 = 2.82 CFS
POST AREA #3
AREA = 1.31 AC.
C = 0.42
Tc = 10 MIN.
Q2 = 2.02 CFS
Q10 = 2.77 CFS
POST AREA #4
AREA = 1.45 AC.
C = 0.39
Tc = 14 MIN.
Q2 = 1.78 CFS
Q10 = 2.44 CFS
POST AREA #5
AREA = 0.78 AC.
C = 0.62
Tc = 5 MIN.
Q2 = 2.26 CFS
Q10 = 3.09 CFS
POST AREA #6
AREA = 0.62 AC.
C = 0.58
Tc = 7 MIN.
Q2 = 1.52 CFS
Q10 = 2.07 CFS
POST AREA #7
AREA = 1.14 AC.
C = 0.56
Tc = 14 MIN.
Q2 = 1.99 CFS
Q10 = 2.73 CFS
CS9003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
PO
S
T
D
E
V
E
L
O
P
E
D
D
R
A
I
N
A
G
E
ST
R
U
C
T
U
R
E
P
L
A
N
FRED1701
1"=60'
KLM
DLF
SHEET OF18 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
THIS SPREADSHEET USES ONLY THE PROJECT AREA TO
DETERMINE THE AMOUNT OF TP REMOVAL REQUIRED
THIS SPREADSHEET INCORPORATES ADDITIONAL CONTRIBUTING
DRAINAGE AREAS TO DETERMINE PERFORMANCE OF BMPs
THIS IS THE REQUIRED
TP REMOVAL
THIS IS THE ACTUAL TP REMOVAL
(4.81 > 4.76, THEREFORE OK)
CS9004
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
C
A
L
C
U
L
A
T
I
O
N
S
FRED1701
NO SCALE
KLM
DLF
SHEET OF19 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONAL E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS9005
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
C
A
L
C
U
L
A
T
I
O
N
S
FRED1701
NO SCALE
KLM
DLF
SHEET OF20 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS9006
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ST
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
C
A
L
C
U
L
A
T
I
O
N
S
FRED1701
NO SCALE
KLM
DLF
SHEET OF21 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS9007
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
BI
O
R
E
T
E
N
T
I
O
N
P
L
A
N
FRED1701
1"=20'
KLM
DLF
SHEET OF22 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 20'40'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
N
O
R
T
H
BIORETENTION PLAN
SCALE: 1" = 20'
BIORETENTION PLANTING PLAN
SCALE: 1" = 20'
BIORETENTION PLANT LIST
LEGEND
NOTE:
OBSERVATION WELLS AND CLEANOUTS SHALL BE 6" SOLID
SCH. 40 PVC WITH WATERTIGHT CAPS.
LEVEL 2 BIORETENTION FILTER
TOP 3" MULCH=605.00
TOP 3' SOIL MEDIA=604.75
TOP 3" PEA GRAVEL=601.75
TOP 12" GRAVEL SUMP=601.50
BOTTOM 12" GRAVEL SUMP=600.50
INV. 6" UNDERDRAIN @ UPPER END=601.00
INV. 6" UNDERDRAIN @ OUTLET STR.=598.70 SHRUB PLANTING
MAT
C
H
L
I
N
E
THIS
S
H
E
E
T
MAT
C
H
L
I
N
E
THIS
S
H
E
E
T
CS9008
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
BI
O
R
E
T
E
N
T
I
O
N
D
E
T
A
I
L
S
FRED1701
NO SCALE
KLM
DLF
SHEET OF22A 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
MAINTENANCE PLAN FOR BIORETENTION FILTERS
´
´´
³
´
CS8001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
P
H
A
S
E
I
FRED1701
1"=60'
KLM
DLF
SHEET OF23 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 60'120'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
EROSION AND SEDIMENT
CONTROL LEGEND
SEDIMENT TRAP COMPS.
CS8002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
P
H
A
S
E
I
I
FRED1701
1"=60'
KLM
DLF
SHEET OF24 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 60'120'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
NOTES:
EROSION AND SEDIMENT
CONTROL LEGEND
SOIL DATA
VDOT Erosion and Sediment Control
Contractor Certification is Required.
CS8003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
WO
R
K
S
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
D
E
T
A
I
L
S
FRED1701
1"=80'
KLM
DLF
SHEET OF25 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS8004
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
DE
T
A
I
L
S
A
N
D
N
A
R
R
A
T
I
V
E
FRED1701
1"=80'
JDS
DF
SHEET OF26 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
EROSION AND SEDIMENT CONTROL NARRATIVE
SEEDING NOTES:
STORM WATER STRUCTURES
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
MA
R
A
T
H
O
N
R
J
-
5
7
5
H
D
CO
M
P
A
C
T
O
R
MA
R
A
T
H
O
N
R
J
-
5
7
5
H
D
CO
M
P
A
C
T
O
R
SHED
RETAINING
WALL
50' PROP.
INGRESS/EGRESS
ESM'T
62
0
615
61
4
6
1
8
612 613
6
2
0
6
2
0
6
1
7
1
(
1
:
1
(
C
S
X
R
A
I
L
R
O
A
D
48 - EVERGREEN
SCREEN YARD
PLANTINGS
14 - EVERGREEN
SCREEN YARD
PLANTINGS
13 - EVERGREEN
SCREEN YARD
PLANTINGS
10 - EVERGREEN
SCREEN YARD
PLANTINGS
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
PROPOSED
20' STORM ESM'T.
CS2001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
LA
N
D
S
C
A
P
E
P
L
A
N
FRED1701
1"=30'
KLM
DLF
SHEET OF27 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS2002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
LA
N
D
S
C
A
P
E
D
E
T
A
I
L
S
FRED1701
NO SCALE
KLM
DLF
SHEET OF28 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
EVERGREEN TREE PLANTING
TYPICAL MULCH EDGING DETAIL
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
PARKING LOT LANDSCAPE CALCULATIONS:
MA
R
A
T
H
O
N
R
J
-
5
7
5
H
D
CO
M
P
A
C
T
O
R
MA
R
A
T
H
O
N
R
J
-
5
7
5
H
D
CO
M
P
A
C
T
O
R
SHED
RETAINING
WALL
50' PROP.
INGRESS/EGRESS
ESM'T
1
(
1
:
PROPOSED POWER POLE
(BY OTHERS)
PROPOSED
SERVICE
POWER POLE
PROPOSED POWER POLE
(BY OTHERS)
PROPOSED
LIGHT POLE
PROPOSED
LIGHT POLE
PROPOSED
LIGHT POLE
PROPOSED 1"
ELECTRIC CONDUIT
PROPOSED 1"
ELECTRIC CONDUIT
PROPOSED 1"
ELECTRIC CONDUIT
PROPOSED
ELECTRIC METER
(2) PROPOSED 2"
ELECTRIC CONDUITS.
STUB FOR FUTURE
CONNECTION
PROPOSED 4"
ELECTRIC CONDUIT
PROPOSED PANEL BOX
PROPOSED
20' STORM ESM'T.
CS2201
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
W
O
R
K
S
PH
O
T
O
M
E
T
R
I
C
P
L
A
N
FRED1701
1"=30'
KLM
DLF
SHEET OF29 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
N
O
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
CS6001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
WO
R
K
S
SI
T
E
D
E
T
A
I
L
S
FRED1701
AS SHOWN
KLM
DLF
SHEET OF30 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
2'
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
54'12'12'61'10'15'10'
619.00
620.00
623.50
622.00
623.50
622.00
623.50
620.00
0+
1
0
0+
0
0
0+
2
5
0+
7
9
0+
9
1
1+
1
7
1+
2
9
1+
9
0
2+
0
0
200'
0+28
619.00
1+
0
4
CE
N
T
E
R
O
F
ST
R
I
P
E
D
SP
A
C
E
0+68
619.50
1+38
619.50 1+78
618.70
614.50
614.50
613.50
TOP OF FOOTER
FINISHED GRADECONCRETE
RETAINING WALL
9'8.5'8.5'
623.50
619.50
8"
CS6002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
ST
E
P
H
E
N
S
O
N
C
O
N
V
E
N
I
E
N
C
E
C
E
N
T
E
R
ST
E
P
H
E
N
S
O
N
R
O
A
D
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
10
7
N
O
R
T
H
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
D
E
P
T
.
O
F
P
U
B
L
I
C
WO
R
K
S
SI
T
E
D
E
T
A
I
L
S
FRED1701
AS SHOWN
KLM
DLF
SHEET OF31 31
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
concrete footing
12"12"
3/8" minimum
round rod
3'-0"
3'-6"
8'-0"
latch
as required
1'-0"
DOUBLE SWING GATE
finished
grade
NO SCALE
SCALE: 1"=10'
RETAINING WALL ELEVATION (LOOKING WESTWARD)
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
9-
1
-
2
0
1
7
1
dl
f
9-
1
3
-
2
0
1
7
2
KL
M
10
-
0
2
-
2
0
1
7
3
KL
M
10
-
1
1
-
2
0
1
7
4
KL
M
11
-
0
1
-
2
0
1
7
5
KL
M
3 strands class III
12"
ground clearance 3" max. 1" min.
height of brace shall be
in accordance with
manufacturer's specifications
12"
10' (max)
gate post
12"
one tension wire
clip each line pole
(No. 6 gauge min.)
3/8" min. round rod
with turnbuckle
end corner or
8'-0"
3'-6"
concrete footing
No. 11 gauge & 1"
beveled galvanized
steel band with
bolt and nut
1-5/8" SS-15 top rail
2" OD SS-40 line post
2-1/2" mesh, 9 gauge galvanized wire fabric
tension wire no. 7 gauge galvanized
coil spring wire stretched out
typical spacing between all line posts
- shall be used at fence end (as shown above) and gate locations
&RUQHUEUDFHVKDOOEHXVHGZKHQKRUL]RQWDODOLJQPHQWFKDQJHVRUPRUH
- shall be used as detailed above with bracing in both directions
2-1/2"OD
SS-40
terminal
post
barbed wire angled
3'-0"
10' (max)
finished
grade
(Barbed wire shall be angled inward toward site)
inward toward site.
CHAINLINK FENCE
NO SCALE
3 strands class III
barbed wire angled
inward toward site.
RETAINING WALL DETAIL
NO SCALE
CONSTRUCTION JOINT DETAIL
NO SCALE
6" PROTECTIVE BOLLARD DETAIL
NO SCALE