HomeMy WebLinkAbout37-17 Site PlanSITE
NOT FOR CONSTRUCTION CS0001
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HOSH1701
AS SHOWN
JDS
MMA
SHEET OF1 28
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.
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PREPARED FOR:
OWNER/DEVELOPER
SHENANDOAH UNIVERSITY
1460 UNIVERSITY DRIVE
WINCHESTER, VIRGINIA 22601
(540) 665-4527
SHENANDOAH UNIVERSITY PARKING STRUCTURE SP #37-17
¬
SITE PLAN
¬
SHAWNEE DISTRICT, FREDERICK COUNTY, VIRGINIA
SEPTEMBER 28, 2017
¬
LOCATION MAP
Scale: 1" = 2000'
USGS MAP
Scale: 1" = 2000'
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
TMP 54-A-141A
Property Zoned: HE
Proposed Use: Parking Garage
1025 RALPH SHOCKEY DRIVE
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
REVISED: OCTOBER 25, 2017
Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 NOTES AND LEGENDS
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 OVERALL SITE PLAN
5 SITE PLAN
6 GRADING PLAN
7 UTILITY PLAN
8 UTILITY PROFILES
9 UTILITY PROFILES
10 UTILITY DETAILS
11 STORM SEWER CALCULATIONS
12 ENTRANCE ROAD PLAN & PROFILE
13 EROSION & SEDIMENT CONTROL PH.1
14 EROSION & SEDIMENT CONTROL PH.2
15 EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS
16 ON-SITE PRE AND POST DEVELOPMENT DRAINAGE AREA MAP
17 ON-SITE OFF-SITE POST DEVELOPMENT DRAINAGE ANALYSIS
18 STUDY POINT WATERSHED
19 BIORETENTION PLAN
20 BIORETENTION DETAILS
21 BIORETENTION CALCULATIONS
22 LIGHTING PLAN
23 FIRE LANE AND SIGNAGE PLAN
24 FIRE LANE DETAILS
25 LANDSCAPE PLAN
26 LANDSCAPE DETAILS
27 SITE DETAILS
28 SITE DETAILS
NOT FOR CONSTRUCTION
CS0002
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HOSH1701
1"=
JDS
MMA
SHEET OF2 28
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.
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HY D
*A Waiver is required from the Board of Supervisiors for any building proposed to be
higher than forty five (45) feet. In no case shall any structure exceed seventy-five (75)
feet in height.
1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE
NECESSARY TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING
WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED EROSION AND
SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE
SCHEDULED PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR
THE SUBJECT PROJECT. THE LAND DISTURBANCE PERMIT WILL BE ISSUED
BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS.
2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO
SCHEDULE THE REQUIRED EROSION AND SEDIMENT CONTROL MEASURES
INSPECTIONS AS INDICATED BY THE PROGRAM ADMINISTRATOR. IF THE
EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC
WORKS WILL GRANT APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL
BE COMPLETED: A) SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE
WITH THE APPROVED PLAN (I.E., ROAD SURFACE, STORMWATER
CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL
LININGS, VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED
AS-BUILT OF THR SUBDIVISION WHICH CONTAINS THE FOLLOWING ITEMS:
STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, DRAINAGE
CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE
ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH
STATES THAT THE SUBDIVISION HAS BEEN CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL SUBDIVISION LOT
GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF
THE BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR
CONSTRUCTION.
4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND
METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL
GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE
CONSTRUCTION PERIOD.
5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING
CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT
THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE
SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST
POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN
DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS
NOT IN PROGRESS.
6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS
IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS
CONSTRUCTION SHALL BE PROVIDED WITH 6" TOPSOIL, FERTILIZED,
SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND
CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS
COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO
ACHIEVE LAWN CONDITIONS.
EXIS
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EXISTING WATERLINE
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50' B
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35
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B
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25' BRL
EXISTING SCOREBOARD
TO BE REMOVED
EXISTING SPRINKLER CONTROL
BOXES TO BE REMOVED
EXISTING WELL CAP
TO BE REMOVED
& ABANDONED
NOT FOR CONSTRUCTION CS0201
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HOSH1701
1"=40'
JDS
MMA
SHEET OF3 28
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.
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00 40'80'
NORTH
ABBREVIATION DEFINITION
CORRUGATED METAL PIPE
DRAINAGE MANHOLE
ELECTRIC MANHOLE
INVERT
METAL LIGHT POLE
METAL POST
METAL SIGN POST
SANITARY MANHOLE
SPRINKLER CONTROL BOX
WATER METER
WATER VALVE
LEGEND
FENCE
18 SPACES
18 SPACES
21 SPACES
24 SPACES
20.00'
2
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20.00'
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24" SWSC
50'R.
50'R.
5
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R
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12" STORM PIPE (WITH PARKING GARAGE)12" STORM PIPE
E
PROPOSED
ELECTRIC SERVICE
ELECTRIC SERVICE TO BE
EXTENDED FROM EXISTING
SERVICE AT FOOTBALL
STADIUM.
20 FT. WATER
EASEMENT
PROPOSED STOP SIGN
AND STOP BAR
PROPOSED
BIORETENTION
BASIN B
PROPOSED
BIORETENTION BASIN A
8.0'
2' X4' CONCRETE
FLUME
2' CURB CUT
M
METAL PLATE COVER OVER
FLUME. SEE DETAIL-SHEET 27.
20 FT. WATER
EASEMENT
4.00'4.00'
4 FT. CONC. SIDEWALK
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EXISTING WATERLINE
AB
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25' BRL
0+0
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5
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NOT FOR CONSTRUCTION CS1001
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HOSH1701
1"= 40'
JDS
MMA
SHEET OF4 28
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
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00 40'80'
PE
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S
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S
I
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C
.
ABBREVIATION DEFINITION
CORRUGATED METAL PIPE
DRAINAGE MANHOLE
ELECTRIC MANHOLE
INVERT
METAL LIGHT POLE
METAL POST
METAL SIGN POST
SANITARY MANHOLE
SPRINKLER CONTROL BOX
WATER METER
WATER VALVE
LEGEND
FENCE
NORTH
18 SPACES
18 SPACES
21 SPACES
24 SPACES
20.00'
2
2
.
0
0
'
2
0
.
0
0
'
2
0
.
0
0
'
2
2
.
0
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'
2
0
.
0
0
'
20.00'
20.00'
2
0
.
0
0
'
9'
9'
22.00'
2
0
.
0
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'
22.00'
5
0
'
C
L
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24" SWSC
50'R.
50'R.
5
0
'
R
.
12" STORM PIPE (WITH PARKING GARAGE)12" STORM PIPE
E
PROPOSED
ELECTRIC SERVICE
ELECTRIC SERVICE TO BE
EXTENDED FROM EXISTING
SERVICE AT FOOTBALL
STADIUM.
20 FT. WATER
EASEMENT
PROPOSED STOP SIGN
AND STOP BAR
PROPOSED
BIORETENTION
BASIN B
PROPOSED
BIORETENTION BASIN A
8.0'
2' X4' CONCRETE
FLUME
2' CURB CUT
M
METAL PLATE COVER OVER
FLUME. SEE DETAIL-SHEET 27.
20 FT. WATER
EASEMENT
4.00'4.00'
4 FT. CONC. SIDEWALK
INT
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EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
10
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
EXISTING WATERLINE
AB
R
A
M
S
C
R
E
E
K
50' B
R
L
35
'
B
R
L
25' BRL
0+0
0
1
+
0
0
2+0
0
3+00 4+00 5+00
5
+
8
1
2
0
.
5
9
'
1
4
8
.
9
9
'
6
6
.
0
6
'
8
3
.
7
0
'
3
7
.
9
5
'
287.33'
1
2
2
.
8
3
'
187
.
5
9
'
NOT FOR CONSTRUCTION CS1002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
SI
T
E
P
L
A
N
HOSH1701
1"=30'
JDS
MMA
SHEET OF5 28
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'
NORTH
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
Maximum cross slope of a walking
surface is 1:48, per ANSI A117.1
Section 403.3.
ASPHALT PAVEMENT
SECTION FOR STD. DUTY
CONCRETE SIDEWALK
SECTION
ASPHALT PAVEMENT
SECTION FOR HEAVY DUTY
INT
E
R
S
T
A
T
E
8
1
RA
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
10
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
EXISTING WATERLINE
AB
R
A
M
S
C
R
E
E
K
50' B
R
L
35
'
B
R
L
25' BRL
18 SPACES
18 SPACES
21 SPACES
24 SPACES
20.00'
2
2
.
0
0
'
2
0
.
0
0
'
2
0
.
0
0
'
2
2
.
0
0
'
2
0
.
0
0
'
20.00'
20.00'
2
0
.
0
0
'
9'
9'
22.00'
2
0
.
0
0
'
22.00'
5
0
'
C
L
R
A
D
I
U
S
24" SWSC
50'R.
50'R.
5
0
'
R
.
12" STORM PIPE (WITH PARKING GARAGE)12" STORM PIPE
E
20 FT. WATER
EASEMENT
PROPOSED STOP SIGN
AND STOP BAR
PROPOSED
BIORETENTION
BASIN B
PROPOSED
BIORETENTION BASIN A
8.0'
2' X4' CONCRETE
FLUME
2' CURB CUT
M
METAL PLATE COVER OVER
FLUME. SEE DETAIL-SHEET 27.
20 FT. WATER
EASEMENT
4.00'4.00'
4 FT. CONC. SIDEWALK
670
674
672
674
64
8
646
6
5
0
652
676
6
4
4
64
6
668
x672.5
x
672.5
0.9
5
%
672
672
671
Point of Analysis
Q2 Peak = 11.98 CFS
Q10 Peak = 30.09 CFS
V2 = 3.77 ft/s
Q10 confined in channel
0+00
1+00
1+38
0+0
0
1
+
0
0
2+
0
0
3+00 4+00 5+00
5
+
8
1
0
+
0
0
1
+
0
0
1
+
1
0
0+
0
0
1+
0
0
2+
0
0
3+
0
0
3+
2
2
0
+
0
0
1+
0
0
1+
2
4
2
0
.
5
9
'
NOT FOR CONSTRUCTION CS1501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
GR
A
D
I
N
G
P
L
A
N
HOSH1701
1"=30'
JDS
MMA
SHEET OF6 28
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'
NORTH
NOTE:
Retaining Walls that support 3 ft. or more
of unbalanced fill require a building permit
and inspections. 2012 VCC 108.2(7).
FEMA FLOODWAY & 100 YEAR FLOOD PLAIN SHOWN
HEREON IS TAKEN FROM FREDERICK COUNTY G.I.S. NO
LAND DISTURBANCE OR IMPROVEMENTS ARE PROPOSED
WITHIN THE FLOODWAY.
[%(1'
1-8"X22 1
2%(1'
24" SWSC
50'R.
50'R.
5
0
'
R
.
RELOCATED WATER VALVE
EXTEND NON-POTABLE WATER
SERVICE FOR IRRIGATION ONLY
12" STORM PIPE (WITH PARKING GARAGE)12" STORM PIPE
[%(1'
1-8"TAPPING SLEEVE
SEE DETAIL
ON SHEET 9
E
RELOCATED STREET LIGHT
AND ELECTRICAL MANHOLE
8" DI CL52
WATER LINE
PROPOSED
ELECTRIC SERVICE
ELECTRIC SERVICE TO BE
EXTENDED FROM EXISTING
SERVICE AT FOOTBALL
STADIUM.
20 FT. WATER
EASEMENT
PROPOSED
BIORETENTION
BASIN B
PROPOSED
BIORETENTION BASIN A
1-FIRE HYD.
ASSEMBLY
M
20 FT. WATER
EASEMENT
INT
E
R
S
T
A
T
E
8
1
RA
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
10
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
EXISTING WATERLINE
AB
R
A
M
S
C
R
E
E
K
50' B
R
L
35
'
B
R
L
25' BRL
0+00
1+00
1+38
0+0
0
1
+
0
0
2+0
0
3+00 4+00 5+00
5
+
8
1
0
+
0
0
1
+
0
0
1
+
1
0
0+
0
0
1+
0
0
2+
0
0
3+
0
0
3+
2
2
0
+
0
0
1+
0
0
1+
2
4
2
0
.
5
9
'
NOT FOR CONSTRUCTION CS1701
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
UT
I
L
I
T
Y
P
L
A
N
HOSH1701
1"=30'
JDS
MMA
SHEET OF7 28
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'
NORTH
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
PROPOSED WATER LINE 5+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
635
640
645
650
655
660
665
670
675
635
640
650
660
670
-0+25 0+00
64
5
.
2
64
5
.
2
2
64
6
.
7
64
6
.
6
9
1+00
64
6
.
1
64
6
.
1
4
65
3
.
5
65
3
.
4
7
2+00
66
4
.
4
66
4
.
4
1
66
7
.
0
66
6
.
9
7
3+00
67
1
.
9
67
1
.
8
8
67
2
.
6
67
2
.
5
8
4+00
67
2
.
9
67
2
.
8
8
67
3
.
5
67
3
.
5
5
5+00
67
3
.
4
67
3
.
4
2
67
3
.
3
67
3
.
3
0
5+85
STA:0+14.93
EX. 8" WATER LINE
TAPPING SLEEVE
2-8" GATE VALVES
8" DI CL52 WATER LINE
MI
N
.
3
'
C
O
V
E
R
FINISHED GRADE
EXISTING GROUND
RALPH
SHOCKEY
DRIVE
STA:0+48.15
;%(1'
TWO-24" HDPE PIPES
18
"
MI
N
.
STA:1+32.51
;%(1'
STA:1+36.73
;%(1'
STA:1+91.67
;%(1'
STA:5+80.83
1-FIRE HYD. ASSEMBLY
6" DI CL52 WATER LINE
MI
N
.
3
'
C
O
V
E
R
FINISHED GRADE
EMERGENCY ACC. RD.
STA:2+42.26
;%(1'
STA:2+16.40
1-8"x8" TEE
3-8" G.V.'s
1-8"X6" REDUCER
STA:1+98.21
1-FIRE HYD. ASSEMBLY
STA:5+46.97
6" ROOF DRAIN
STA:5+53.11
;%(1'
C-WATER-LATERAL TO GARAGE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
645
650
655
660
665
670
675
680
645
650
660
670
680
0+00
66
4
.
9
66
4
.
8
9
0+50
5
8" WATER LINE
GARAGE STRUCTURE
WALL
GARAGE FLOOR
5
8" WATER METER
1-8"X8" TEE
3-8" GATE VALVES
STA:0+17.60
1-8"X5/8"TEE
1-5/8" G.V.
1-5/8" G.V.
6" ROOF DRAIN
5
8" WATER LINE
PROPOSED GRADE
EXISTING GROUND
NOT FOR CONSTRUCTION
CS4001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
UT
I
L
I
T
Y
P
R
O
F
I
L
E
S
HOSH1701
1"=30'
JDS
MMA
SHEET OF8 28
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'
STORM PROFILE 1 5+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
648
650
660
670
680
0+00
65
0
.
3
65
0
.
3
3
65
6
.
8
65
6
.
7
9
1+00
66
3
.
4
66
3
.
3
9
66
9
.
2
66
9
.
2
3
2+00
67
4
.
5
67
4
.
5
1
67
5
.
2
67
5
.
1
8
3+00
67
5
.
7
67
5
.
7
4
3+75
EXISTING GROUND
157' OF 15" ADS N-12 @ 0
.
6
7
%
67' OF
1
5
"
A
D
S
N
-
1
2
@
3
.
0
0
%
FINISHED GRADE
ST
R
2
1
8
"
N
Y
L
O
P
L
A
S
T
D
R
A
I
N
B
A
S
I
N
GR
A
T
E
6
6
4
.
3
0
IN
V
O
U
T
6
6
0
.
3
5
(
S
T
R
1
T
O
S
T
R
2
)
ST
R
1
1
8
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
GR
A
T
E
6
6
4
.
0
0
IN
V
I
N
6
5
8
.
3
5
(
S
T
R
1
T
O
S
T
R
2
)
IN
V
O
U
T
6
5
1
.
7
5
(
1
5
E
N
D
S
E
C
T
I
O
N
T
O
S
T
R
1
)
STA:0+99.82
INV.OUT:654.60
CULVERT 6
15
E
N
D
S
E
C
T
I
O
N
1
5
I
N
C
M
F
E
S
IN
V
I
N
6
5
0
.
7
0
(
1
5
E
N
D
S
E
C
T
I
O
N
T
O
S
T
R
1
)
24
"
STA:1+90.76
ELEV:658.50
STA:1+90.76
ELEV:656.00FO
O
T
E
R
93' OF
8
"
H
D
P
E
@
3
.
9
7
%
ST
R
3
(
1
)
1
0
"
N
Y
L
O
P
L
A
S
T
D
R
A
I
N
B
A
S
I
N
RI
S
E
R
S
T
R
U
C
T
U
R
E
#
3
W
I
T
H
L
O
C
K
I
N
G
DO
M
E
T
R
A
S
H
R
A
C
K
GR
A
T
E
6
6
8
.
5
0
IN
V
O
U
T
6
6
4
.
2
5
(
S
T
R
2
(
2
)
T
O
S
T
R
3
(
1
)
)
IN
V
.
I
N
6
6
4
.
2
5
STORM 2 4+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
635
640
645
650
655
635
640
650
0+00
64
4
.
9
64
4
.
8
8
64
6
.
3
64
6
.
3
2
1+00
64
6
.
0
64
5
.
9
7
1+25
EXISTING GROUND
FINISHED GRADE
STORM 3 4+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
650
655
660
665
670
650
660
670
-0+100+00
66
3
.
1
66
3
.
1
2
66
6
.
0
66
6
.
0
4
1+00
67
2
.
8
67
2
.
7
9
1+25
EXISTING GROUND
FINISHED GRADE
80' OF 15" HDPE @
1
.
0
2
%
END SECTION
INV. OUT=654.60
43' OF 6" PVC @ 1
.
0
0
%
RO
O
F
D
R
A
I
N
F
R
O
M
P
A
R
K
I
N
G
G
A
R
A
G
E
18
"
M
I
N
.
CL
E
A
R
TWO - 9
5
'
O
F
2
4
"
H
D
P
E
@
2
.
6
2
%
ST
R
5
2
4
I
N
C
M
F
E
S
IN
V
I
N
6
4
3
.
5
0
(
S
T
R
5
T
O
S
T
R
4
)
ST
R
4
2
4
I
N
C
M
F
E
S
IN
V
O
U
T
6
4
6
.
0
0
(
S
T
R
5
T
O
S
T
R
4
)
ST
R
6
4
8
"
M
H
GR
A
T
E
6
5
9
.
4
4
IN
V
I
N
6
5
6
.
1
6
(
S
T
R
6
T
O
I
-
2
8
)
IN
V
I
N
6
5
5
.
5
0
(
1
2
"
F
R
O
M
G
A
R
A
G
E
)
IN
V
O
U
T
6
5
5
.
4
1
(
2
4
E
N
D
S
E
C
T
.
T
O
S
T
R
6
)
6" WATER
EX STORM EXT 4+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
660
665
670
675
680
660
670
680
0+00
66
6
.
9
66
6
.
9
5
67
4
.
1
67
4
.
0
6
1+00
67
5
.
2
67
5
.
2
2
1+50
101 L.F. 24
"
C
M
P
S
T
O
R
M
P
I
P
E
FINISHED GRADE
16' OF 24" CMP @ 1.93%
EN
D
S
E
C
T
I
O
N
2
4
I
N
C
M
F
E
S
IN
V
I
N
6
7
1
.
3
0
(
T
O
E
N
D
S
E
C
T
I
O
N
)
EXISTING GROUND
NOT FOR CONSTRUCTION
CS4001A
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
UT
I
L
I
T
Y
P
R
O
F
I
L
E
S
HOSH1701
1"=30'
JDS
MMA
SHEET OF9 28
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'
NOT FOR CONSTRUCTION
CS4002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
HOSH1701
NO SCALE
JDS
MMA
SHEET OF10 28
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
UT
I
L
I
T
Y
D
E
T
A
I
L
S
NOT FOR CONSTRUCTION
CS6022
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
HOSH1701
NO SCALE
JDS
MMA
SHEET OF11 28
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
ST
O
R
M
S
E
W
E
R
C
A
L
C
U
L
A
T
I
O
N
S
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
E
X
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
1
0
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
A
B
R
A
M
S
C
R
E
E
K
3
5
'
B
R
L
5
0
'
C
L
R
A
D
I
U
S
24"
S
W
S
C
50
'
R
.
50'R
.
50'R
.
12"
S
T
O
R
M
P
I
P
E
(
W
I
T
H
P
A
R
K
I
N
G
G
A
R
A
G
E
)
12"
S
T
O
R
M
P
I
P
E
E
ELE
C
T
R
I
C
S
E
R
V
I
C
E
T
O
B
E
EXT
E
N
D
E
D
F
R
O
M
E
X
I
S
T
I
N
G
SER
V
I
C
E
A
T
F
O
O
T
B
A
L
L
STA
D
I
U
M
.
20
F
T
.
W
A
T
E
R
EAS
E
M
E
N
T
PR
O
P
O
S
E
D
S
T
O
P
S
I
G
N
AN
D
S
T
O
P
B
A
R
PR
O
P
O
S
E
D
BIO
R
E
T
E
N
T
I
O
N
BAS
I
N
B
2' C
U
R
B
C
U
T
M
FLU
M
E
.
S
E
E
D
E
T
A
I
L
-
S
H
E
E
T
2
7
.
4.0
0
'
648
64
6
650
652
644
6
4
6
66
8
0
.
9
5
%
0+00
1
+
0
0
2+00
3+
0
0
3+6
2
STA 0+14.93
ELEV. 645.44
0+
0
0
1+0
0
0+0
0
1+0
0
0+00
1+0
0
2
+
0
0
0
+
0
0
1
+
0
0
2
+
0
0
0+00
1+00
1+10
0+00
1+00
1+24
0
+
0
0
0
+
4
8
CL ENTR ROAD 6+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
640
645
650
655
660
665
670
675
640
650
660
670
-0+20 0+00
64
5
.
8
64
5
.
7
9
64
7
.
3
64
7
.
3
4
1+00
64
7
.
8
64
7
.
7
8
64
6
.
9
64
6
.
9
2
2+00
65
3
.
1
65
3
.
1
2
65
9
.
5
65
9
.
4
8
3+00
66
4
.
4
66
4
.
3
8
67
3
.
7
67
3
.
7
0
3+75
LE
V
E
L
O
N
E
-
-
P
A
R
K
I
N
G
G
A
R
A
G
E
-1.98%
4.79%
1.00%
ST
A
0
+
1
4
.
9
3
EL
E
V
6
4
5
.
4
4
ST
A
3
+
5
4
.
9
6
EL
E
V
6
6
0
.
0
0
PVI STA = 3+36.32
PVI ELEV = 659.81
A.D. = -3.79
K = 6.59
BV
C
S
:
3
+
2
3
.
8
2
BV
C
E
:
6
5
9
.
2
1
EV
C
S
:
3
+
4
8
.
8
2
EV
C
E
:
6
5
9
.
9
4
25' VC
PVI STA = 0+30.07
PVI ELEV = 645.14
A.D. = +6.77
K = 3.69
BV
C
S
:
0
+
1
7
.
5
7
BV
C
E
:
6
4
5
.
3
9
EV
C
S
:
0
+
4
2
.
5
7
EV
C
E
:
6
4
5
.
7
4
LOW POINT ELEV = 645.31
LOW POINT STA = 0+24.88
25' VC
RALPH
SHOCKEY
DRIVE
PROPOSED
ROAD GRADE
EXISTING GROUND 660 ELEV.
NOT FOR CONSTRUCTION CS3501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
EN
T
R
A
N
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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.
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HOSH1701
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JDS
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SHEET OF13 28
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.
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00 30'60'
NORTH
Table 3.13 Sediment Trap Key Design
Aspects
Trap Number A B
Drainage area 0.88 Ac.2.45 Ac.
Wet Storage Req 59 cy 164 cy
Wet Storage Prov 64 cy 171 cy
Dry Storage Req 59 cy 164 cy
Dry Storage Prov 66 cy 167 cy
Weir Width 2.00 feet 2.00 feet
Storage Depth 2.25 2.25
Cleanout Ele 666.38 650.13
base stone outlet ele 667.50 651.25
Trap Bottom Ele 665.25 649.00
crest stone outlet ele 669.00 653.00
Weir Length 2.25 14.60
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35
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B
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25' BRL
41E29
24" SWSC
12" STORM PIPE (WITH PARKING GARAGE)12" STORM PIPE
E
PROPOSED
BIORETENTION
BASIN B
PROPOSED
BIORETENTION BASIN A
M
670
674
672
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64
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6
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652
676
6
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672.5
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LIMITS OF DISTURBANCE
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HOSH1701
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JDS
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SHEET OF14 28
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.
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NORTH
29
NOTES:
SOIL DATA
SCALE: 1"=30'
NOT FOR CONSTRUCTION
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NO SCALE
JDS
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SHEET OF15 28
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.
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Permanent Stabilization: A permanent vegetative cover shall be established on denuded
areas not otherwise permanently stabilized. Permanent stabilization shall not be considered
established until a ground cover is achieved that, is uniform, mature enough to survive and
will inhabit erosion (4VAC50-30-40 Minimum Standard No. 3).
3HUPDQHQW6WDELOL]DWLRQ $OOGLVWXUEHGDUHDVQRWSDYHGZLOOUHFHLYHDWDPLQLPXP´RIWRSVRLO
if required (see Topsoiling STD &SPEC 3.30) and be seeded as follows:
125 lbs. Minimum of three (3) up to five (5) varieties of bluegrass from the approved list for
use in Virginia.
20 lb. Annual Rye per ac.
1000 lbs. 10-20-10 Fertilizer per ac.
3 tons agricultural limestone per ac
2 tons straw mulch per ac.
Permanent seeding will occur as a final phase of construction.
Temporary Stabilization: Seeding to stabilize areas left denuded for more than seven days,
but not yet at final grade shall be as follows:
60 lbs. German Millet per ac. (May through August 15)
60 lb. Annual Rye per ac. (August 15 through April)
450 lbs. 10-20-20 Fertilizer per ac.
3 tons agricultural limestone per ac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
F.Description of Controls
Control will be exercised through sequence of land disturbing operations, limiting duration of
exposure of unstabilized areas and installation and maintenance of physical control devices
coordinated with sequence of construction. Details for the standards referenced below are
included on the plans. The devices to be used on the site are also shown on the drawings
and include the following:
1. &RQVWUXFWLRQ6DIHW\)HQFH 67' 63(& ±2UDQJHZDUQLQJIHQFHVKDOOEH
placed around the perimeter of the construction site in locations as directed by University
Physical Plant staff.
2. &RQVWUXFWLRQHQWUDQFHV± 67' 63(& 7KHUHLVDKLJKSRWHQWLDOIRUWUDFNLQJ
mud on to adjacent pavement during wet site conditions. Construction entrances are needed
at the location shown on the plans to clean the tires of vehicles and equipment exiting the job
site.
3. 6LOW)HQFH± 67' 63(& 6LOWIHQFLQJVKDOOEHSODFHGDVVKRZQRQWKHSODQLQ
order to filter sediments before runoff exits the construction area.
4. Storm Drain Inlet Protection- (STD &SPEC 3.07) Storm drain inlet protection shall be
installed immediately following installation of stormwater diversion to prevent sediment from
entering the storm drains.
5. Culvert Inlet Protection- (STD & SPEC 3.08) Culvert inlet protection shall be installed
as shown on the plan to prevent sediment from entering storm culverts.
6. Temporary Diversion Dike - (STD & SPEC 3.09) Temporary Diversion Dike shall be
placed as shown on the plan to divert sediment-laden runoff to the proposed Temporary
Sediment trap.
7. Temporary Sediment Traps - (STD & SPEC 3.13) Temporary Sediment Traps shall be
installed as shown on plans to collect run-off during constuction and prevent sediment from
depositing downstream.
8. Outlet Protection - (STD & SPEC 3.18) EC-1 required at outlet of Culvert 1, west of
the site.
9. Rock Check Dams - (STD & SPEC 3.20) Rock Check Dams shall be installed as
shown on the plans to prevent swale erosion.
10. Soil Stabilization Blankets and Matting - (STD & SPEC 3.36) Erosion Control Matting
shall be installed on all slopes 4:1 or greater as shown on the plans to stabilize the soil and
prevent erosion.
G.Sequence of Land Disturbing Activities:
1.General: All applicable mechanical controls are to be constructed as the first item of
work. Following their completion, rough grade, finish grade, and install appropriate erosion
and sedimentation aids. Before newly constructed stormwater conveyance channels or
pipes are made operational, adequate outlet protection and any required temporary or
permanent channel lining shall be installed in both the conveyance channel and receiving
channel (4VAC50-30-40 Minimum Standard No. 11). Retain control devices until final
stabilization of all areas or as directed by the County Representative.
Sequence of Construction:
CONSTRUCTION PHASES:
a.First Phase:
1.Install Construction Entrance.
2.Install diversion dike, R/W diversion and silt fence as shown on plan
3.Install Inlet protection for existing culverts.
4.Construct sediment traps.
5.Install construction safety fence where appropriate.
6.Begin demolition and removal of existing paved surfaces.
b.Second Phase:
1.Maintain all measures installed in First Phase
2.Install storm sewer.
3.Install inlet protection, outlet protection.
4.Upon construction of travelways, replace diversion dike with silt fence.
c.Third Phase
1.Maintain all measures installed in First and Second Phases
2.Finish grade.
3.Stabilize as necessary.
d.Fourth Phase:
1.Remove temporary sediment control measures on transition to site development per
approved plan and construction bioretention facility.
H.Maintenance Program: All control measures are to be inspected daily by the site
superintendent or his representative. Any damaged structure should be repaired at the close
of the day. Inlet protection devices and silt fencing should be cleaned at 50% capacity and
spread on-site where practical. Control structures shall not be removed until all areas above
have been finally stabilized and seeded areas established. No control shall be removed
without the site inspector's prior approval. The daily control measure inspections by the
contractor shall be documented to indicate findings and corrective action taken. These
UHSRUWVVKDOOEHVXEPLWWHGWRWKH&LW\RQFHHYHU\WZRZHHN¶VEDVLV:KHUHVHGLPHQWLV
transported onto a paved or public road surface, the road surface shall be cleaned
thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling
or sweeping and transported to stockpile areas. Street washing shall be allowed only after
sediment is removed in this manner. (4VAC50-30-40 Minimum Standard No. 17).
Stormwater Management:
The stormwater quantity is met by confirmation that the post development does not exceed
pre-development for the 10-year storm. See the Stormwater Plan Narrative for supporting
documentation.
Water Quality:
The stormwater quality is met by Level Two Bioretention filters. See the Stormwater Plan
Narrative for supporting documentation.
Compacted Soil
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
4.5' min.
18" min.
Flow
PLATE 3.09-1
FILTER CLOTH
70' MIN.
STONE CONSTRUCTION ENTRANCE
SIDE ELEVATION
(WITH WIRE SUPPORT)
CONSTRUCTION OF A SILT FENCE
FLOW
FLOW
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
PIPE OUTLET CONDITIONS
KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETERSECTION A-A
PLAN VIEW
SECTION A-A
BASKET, OR CONCRETE.
USING PLATES 3.18-3 AND 3.18-4.
LESS THAN 6 INCHES.
Source: Va. DSWC
d o
A
FILTER CLOTH
FILTER CLOTH
L a
PLAN VIEW
A
od
o3d
0 %
Plate 3.18-1
PIPE OUTLET TO WELL
0 %
d
DEFINED CHANNEL
A (MIN.)o3d
AREA WITH NO DEFINED
A
CHANNEL
PIPE OUTLET TO FLAT
L a
d
WASHRACK
(OPTIONAL)
POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
VDOT #1
COURSE AGGREGATE
FILTER CLOTH
REINFORCED CONCRETE
12' MIN.
EXISTING GROUND
B
DRAIN SPACE
MIN.10'
10' MIN.
EXISTING
PAVEMENT
10' MIN.
SECTION B-B
SECTION A-A
PLAN VIEW
B
TEMPORARY SEDIMENT TRAP
CROSS SECTION OF OUTLET
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
**COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
ROCK CHECK DAM
2 ACRES OR LESS OF DRAINAGE AREA:
2-10 ACRES OF DRAINAGE AREA:
(DOWNSTREAM VIEW)
(DOWNSTREAM VIEW)
FILTER CLOTH
(OPTIONAL)
COARSE AGGREGATE
VDOT #1
SOURCE: VA. DSWC
FLOW
6"
FILTER CLOTH
(OPTIONAL)
COARSE AGGREGATE
VDOT #1
FLOW
6"
PLATE. 3.20-1
CLASS I RIPRAP
2:
1
3'
3'
2:
1 3'
3'
SILT FENCE CULVERT INLET
PROTECTION
OPTIONAL STONE COMBINATION*
PLATE. 3.08-1
Shenandoah University
Parking Structure
Frederick County
Erosion and Sediment Control Narrative and
Stormwater Management Plan
Project Description
The purpose of this project is the construction of a multi-level parking garage and respective
walkways and utilities. It will require the removal of an athletic field. The site is located in the
northeastern area of the University campus, just north of Ralph Shockey Drive. Interstate 81 lies to
the west of the site. A site map is included on the plans.
About 4.00 acres will be disturbed during construction of the project.
Existing Site Conditions
The site of the proposed construction currently has an athletic field, access drive and pavillion. The
topography varies greatly on the site. Slopes on the site range from 2.0 in the athletic field area to
66.0% in the adjacent ravine area. The site is partially wooded. The 100-year floodplain does exist
on the southern portion of the site towards Abrams Creek.
Adjacent Areas
The site is located entirely on the property of Shenandoah University. I-81 lies to the west of the
property. Winchester golf club is to the east, and Ralph Shockey Drive and Abrams Creek are to the
south.
Offsite Areas
No offsite areas will be disturbed during construction.
Soils
According to the USDA Web Soil Survey the soils within the limits of disturbance are 29 Massanetta
Loam and Weikert-Berks Channery Silt Loam. Massanetta Loam is in the hydrologic soil group C
and no slope description is given for this soil. Weikert -Berks Channery Silt Loam is in the hydrologic
soil group D with slopes of 25 to 65 percent.
Erosion and Sediment Control Measures
1.0 General
1.1 Description:
A.Work Included: Erosion and sediment control operations and devices required for this work are
indicated on the drawings and include but are not necessarily limited to:
1. Installation of temporary control devices;
2. Maintenance of temporary control devices;
3. Temporary forms of stabilization;
4. Installation of permanent control devices;
5. Removal of devices and site restoration.
1.2 Standards:
A.The following codes and standards, latest editions form a part of this specification, to the
extent of all provisions applicable to the work required for this project, and as specifically referenced
herein.
1. All work shall comply with the Virginia Erosion and Sediment Control Handbook and as
amended by local codes and regulations.
2. VDOT Specifications and Standards.
3.City of Winchester Specifications and Standards.
1.3 Protection:
A. Use all means necessary to protect all materials incorporated into the work of this section
before, during and after installation. In the event of damage, immediately make all repairs and
replacements necessary to the approval of the Owner's Representatives and at no additional cost to
the Owner.
B. Maintain and protect all benchmarks, monuments and similar reference points and, if they are
displaced or destroyed by these operations, replace same as directed at no additional cost to the
Owner.
1.4 Permits:
A.The Contractor will secure certificates and permits and pay for all fees required by local codes
and regulations. The Contractor shall ensure that value of the erosion and sediment control work to
include maintenance and all seeding of disturbed areas shall be included in the overall project
performance bond.
2.0 Execution
2.1 General Requirements:
A. Limit grading to only those areas involved in current construction activities. Limit length of time
for exposure of unprotected graded areas. Permanent stabilization of graded areas shall be done
within seven days after construction. If permanent stabilization cannot be provided, temporary
seeding, mulching or other forms of stabilization shall be provided.
B. The construction entrance, construction safety fence (if required), diversion, silt fence, inlet
protection, and sediment traps shall be constructed as part of the initial phase of construction and
shall be made functional as soon as possible. These improvements are shown on the Erosion and
Sediment Control Plan. Other sedimentation control devices, silt fence and inlet/outlet protection, will
be installed as construction progresses. Construction of the devices shall agree with the details
shown on the plan subject to modifications thereof that the City Inspector deems advisable.
Regardless, the sediment control devices shall comply with all requirements of the Virginia Erosion
and Sediment Control Handbook. They shall remain in place until all surfaces within the project are
stabilized such that siltation will not occur; i.e., all upstream areas from the control devices have
vegetation established, mulch in place or furnished pavement completed. All temporary erosion and
sediment control measures shall be removed within 30 days after final site stabilization or after the
temporary measures are no longer needed, unless otherwise authorized by the local program
authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary
measures shall be removed off site or permanently stabilized to prevent further erosion and
sedimentation (4VAC50-30-40 Minimum Standard No. 18).
C. The Contractor agrees to hold the Owner or any of its agents harmless from any and all liability
or damage that may arise from a violation of the siltation ordinance and agrees to indemnify them
against any loss.
D.Storm and Utility lines shall be installed in accordance with the following standards in addition
to other applicable criteria (4VAC50-30-40 Minimum Standard No. 16):
1.No more than 500 linear feet of trench may be opened at one time.
2.Excavated material shall be placed on the uphill side of trenches.
3.Effluent from dewatering operations shall be filtered or passed through an approved sediment
trapping device, or both, and discharged in a manner that does not adversely affect flowing streams
or off-site property.
4.Restabilization shall be accomplished in accordance with these regulations.
5.Applicable safety regulations shall be complied with.
E. Soil Stabilization: Permanent or temporary soil stabilization shall be applied to denuded areas
within seven days after final grade is reached on any portion of the site. Temporary soil stabilization
shall be applied within seven days to denuded areas that may not be at final grade but will remain
dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that
are to be left dormant for more than one year (4VAC50-30-40 Minimum Standard No. 1).
During construction of the project, soil stockpiles and borrow areas shall be stabilized or
protected with sediment trapping devices (i.e., silt fence). Contractor is responsible for the temporary
protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil
intentionally transported from the project site (4VAC50-30-40 Minimum Standard No. 2).
Stabilization measures shall be applied to earthen structures such as dams, dikes, and
diversions immediately after installation (4VAC50-30-40 Minimum Standard No. 5).
PROTECTION
SILT FENCE DROP INLETSILT FENCE DROP INLET
PROTECTION
PERSPECTIVE VIEWSPERSPECTIVE VIEWS
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
SPECIFIC APPLICATIONSPECIFIC APPLICATION
ELEVATION OF STAKE ANDELEVATION OF STAKE AND
FABRIC ORIENTATIONFABRIC ORIENTATION
IN STREET OR HIGHWAY MEDIANS.IN STREET OR HIGHWAY MEDIANS.
FABRICFABRIC
11
AA
STAKESTAKE
2 X 4" WOOD FRAME
1.5' MAX.1.5' MAX.
3' MIN.3' MIN.
PLATE 3.07-1
DETAIL ADETAIL A
1' MIN.1' MIN.
AT CORNERSAT CORNERS
WITH GRATEWITH GRATE
DROP INLETDROP INLET
GATHER
EXCESS
GATHER
EXCESS
FRAMEFRAME
INTE
R
S
T
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8
1
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AB
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C
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E
K
29
1C
41E
41E
41E
29
41E
PRE-DEVELOPMENT CDA:
ON-SITE LOD
AREA: 4.0 ACRES
FOREST: 0.46 ACRES
MANAGED TURF: 3.22 ACRES
IMPERVIOUS: 0.32 ACRES
ORIGINAL CN: 81
ON-SITE POST-DEV. WQ.
CDA: B
1.22 ACRES
CN: 92
ON-SITE POST-DEV. WQ
CDA: D
0.11 ACRES
CN: 77
POST DEVELOPMENT CDA:
ON-SITE LOD
LIMITS OF DISTURBANCE
LIMITS OF
DISTURBANCE
2
0
.
5
9
'
E
M
670
674
672
674
64
8
646
6
5
0
652
676
6
4
4
64
6
668
x672.5
x
672.5
0.9
5
%
672
672
671
NOT FOR CONSTRUCTION
CS9201
BY
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HOSH1701
1"=40'
JDS
MMA
SHEET OF16 28
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
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W
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W
O
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K
00 40'80'
NORTH
SYMBOL
1B Berks Channery Silt Loam, 3 to 8
Percent slopes
DESCRIPTION
1C Berks Channery Silt Loam, 8 to 15
Percent slopes
29 Massanetta Loam
41D Weikert-Berks Channery Silt Loams,
15 to 25 Percent Slopes
41E Weikert-Berks Channery Silt Loams,
25 to 65 Percent Slopes
SOIL TYPES
1C
1C
41E
41E
41E
29
41E
10
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
AB
R
A
M
S
C
R
E
E
K
E
670
674
672
674
64
8
646
6
5
0
652
676
6
4
4
64
6
668
672
671
POST-DEVELOPMENT CDA: ON-SITE OFF-SITE ANALYSIS
AREA: 5.77 ACRES
PRE-DEVELOPMENT CDA: TOTAL DRAINAGE AREA
ON-SITE & OFF-SITE ANALYSIS
AREA: 5.77 ACRES
FOREST: 1.29 ACRES
MANAGED TURF: 4.16 ACRES
IMPERVIOUS: 0.32 ACRES
ORIGINAL CN: 76
LIMITS OF DISTURBANCE
LIMITS OF
DISTURBANCE
NOT FOR CONSTRUCTION CS9401
BY
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.
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HOSH1701
1"=40'
JDS
MMA
SHEET OF17 28
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
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N
S
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T
B
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B
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C
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D
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G
W
I
T
H
W
O
R
K
00 40'80'
NORTH
SYMBOL
1B Berks Channery Silt Loam, 3 to 8
Percent slopes
DESCRIPTION
1C Berks Channery Silt Loam, 8 to 15
Percent slopes
29 Massanetta Loam
41D Weikert-Berks Channery Silt Loams,
15 to 25 Percent Slopes
41E Weikert-Berks Channery Silt Loams,
25 to 65 Percent Slopes
SOIL TYPES
STUDY POINT
TOTAL STUDY POINT ANALYSIS
WATERSHED AREA = 22.08 AC.
1B
1C
29
41D
41E
1C
1C
41E
41E
41E
29
1C 41E
41E
41E
41E
1C
1C
41E
41E
1B
1B
NOT FOR CONSTRUCTION CS9501
BY
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HOSH1701
1"= 80'
JDS
MMA
SHEET OF18 28
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
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00 80'160'
NORTH
SYMBOL
1B Berks Channery Silt Loam, 3 to 8
Percent slopes
DESCRIPTION
1C Berks Channery Silt Loam, 8 to 15
Percent slopes
29 Massanetta Loam
41D Weikert-Berks Channery Silt Loams,
15 to 25 Percent Slopes
41E Weikert-Berks Channery Silt Loams,
25 to 65 Percent Slopes
SOIL TYPES
NOT FOR CONSTRUCTION CS9001
BY
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HOSH1701
1"= 20'
JDS
MMA
SHEET OF19 28
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
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B
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00 20'40'
NORTH
BI
O
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P
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A
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BIORETENTION BASIN PLAN
BASIN A
SCALE: 1" = 20'
BIORETENTION BASIN PLAN
BASIN B
SCALE: 1" = 20'
LEVEL 2 BIORETENTION
TOP 3" MULCH=668.25
TOP 3' SOIL MEDIA=668.00
TOP 3" PEA GRAVEL=665.00
TOP 12" GRAVEL SUMP=664.75
BOTTOM 12" GRAVEL SUMP=663.75
INV. 6" UNDER DRAIN @ UPPER END=664.33
INV. 6" UNDER DRAIN @ LOWER END=664.25
INV. OUT OF 6" OUTFALL PIPE = 663.93
CLEANOUT ELEV.=668.75
WIDTH OF SPILLWAY=11'
TOP OF SPILLWAY = 669.50
LEVEL 2 BIORETENTION
TOP 3" MULCH=652.25
TOP 3' SOIL MEDIA=652.00
TOP 3" PEA GRAVEL=649.00
TOP 12" GRAVEL SUMP=648.75
BOTTOM 12" GRAVEL SUMP=647.75
INV. 6" UNDER DRAIN @ UPPER END=648.31
INV. 6" UNDER DRAIN @ LOWER END=648.25
INV. OUT OF 6" OUTFALL PIPE = 647.75
CLEANOUT ELEV.=652.75
WIDTH OF SPILLWAY=11'
TOP OF SPILLWAY = 654.00
BIORETENTION BASIN PLAN
BASIN E
SCALE: 1" = 20'
LEVEL 2 BIORETENTION
TOP 3" MULCH=668.25
TOP 3' SOIL MEDIA=668.00
TOP 3" PEA GRAVEL=665.00
TOP 12" GRAVEL SUMP=664.75
BOTTOM 12" GRAVEL SUMP=663.75
INV. 6" UNDER DRAIN @ UPPER END=664.33
INV. 6" UNDER DRAIN @ LOWER END=664.25
INV. OUT OF 6" OUTFALL PIPE = 664.15
CLEANOUT ELEV.=668.75
NOT FOR CONSTRUCTION
CS9002
BY
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NO SCALE
JDS
MMA
SHEET OF20 28
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
BI
O
R
E
T
E
N
T
I
O
N
D
E
T
A
I
L
S
BIORETENTION AREA
OBSERVATION WELL
PROVIDE BASE PLATE
GRAVEL SUMP
6" PVC SCHED. 40
PERFORATED PIPE
3" MULCH
LAYER
PROVIDE
CAP
6"
NOT TO SCALE
´
´´
³
´
NOT FOR CONSTRUCTION
CS9003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
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A
H
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R
S
I
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Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
HOSH1701
AS SHOWN
JDS
MMA
SHEET OF21 28
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
BI
O
R
E
T
E
N
T
I
O
N
C
A
L
C
U
L
A
T
I
O
N
S
NOT FOR CONSTRUCTION
CS1001-LITE
BY
NO
.
DA
T
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RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
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N
I
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R
S
I
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Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
HOSH1701
1"= 30'
JDS
MMA
SHEET OF22 28
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
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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'
NORTH
LI
G
H
T
I
N
G
P
L
A
N
PROPOSED LIGHTING FIXTURE
NOTE: PROVIDE MIN. 3'
SEPARATION FROM LIGHT
POLE BASE TO FACE OF CURB
OR TRAVELWAYS.Lighting Notes:
1.All lighting will conform to the Zoning Ordinance Section 165-201.07 requirements.
2.The height of all pole-mounted fixtures (including base) shall not exceed 25 feet as allowed
under the Zoning Ordinance.
3.Light fixtures shall be placed outside of the paved areas of a site either within landscaped
islands or in the perimeter green space of the site.
4.Building-mounted or wall-pack lighting fixtures shall not be mounted more than 25 feet above
the finished grade of the building.
24" SWSC
50'R.
50'R.
5
0
'
R
.
12" STORM PIPE (WITH PARKING GARAGE)12" STORM PIPE
E
PROPOSED
ELECTRIC SERVICE
ELECTRIC SERVICE TO BE
EXTENDED FROM EXISTING
SERVICE AT FOOTBALL
STADIUM.
20 FT. WATER
EASEMENT
PROPOSED
BIORETENTION
BASIN B
PROPOSED
BIORETENTION BASIN A
M
20 FT. WATER
EASEMENT
INT
E
R
S
T
A
T
E
8
1
RA
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
EX
I
S
T
I
N
G
F
L
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O
D
W
A
Y
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
EXISTING WATERLINE
AB
R
A
M
S
C
R
E
E
K
50' B
R
L
35
'
B
R
L
25' BRL
FIRE LANE SIGN
TYPE "A"
FIRE LANE SIGN
TYPE "B"
FIRE LANE SIGN
TYPE "B"
FIRE LANE SIGN
TYPE "A"
FIRE LANE SIGN
TYPE "C"
FIRE LANE SIGN
TYPE "A"
FIRE LANE SIGN
TYPE "C"FIRE LANE SIGNS
TYPE "D"
FIRE LANE SIGNS
TYPE "D"
FIRE LANE SIGNS
TYPE "D"
FIRE DEPT.
CONNECTION
FIRE HYDRANT
FIRE HYDRANT
FIRE LANE
MARKING
FIRE LANE
MARKING
FIRE LANE
MARKING
FIRE LANE SIGN
TYPE "C"
FIRE LANE SIGNS
TYPE "D"
FIRE LANE SIGNS
TYPE "D"
FIRE HYDRANT
FIRE LANE SIGN
TYPE "A"
FIRE LANE SIGN
TYPE "C"
6" YELLOW STRIPE
FOR FIRE LANE
6" YELLOW STRIPE
FOR FIRE LANE
FIRE LANE SIGN
TYPE "D"
(BUILDING MOUNTED)
NOT FOR CONSTRUCTION
CS1001-FIRE
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
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A
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P
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SP
#
3
7
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1
7
10
2
5
R
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D
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WI
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14
6
0
U
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D
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,
V
I
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2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
FI
R
E
L
A
N
E
A
N
D
S
I
G
N
A
G
E
P
L
A
N
HOSH1701
1"=30'
JDS
MMA
SHEET OF23 28
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
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B
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C
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T
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A
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AN
D
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N
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M
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B
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N
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D
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P
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C
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B
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P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 30'60'
NORTH
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
NOT FOR CONSTRUCTION CS1002-FIRE
BY
NO
.
DA
T
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RE
V
I
S
I
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N
S
SH
E
N
A
N
D
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A
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P
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SP
#
3
7
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1
7
10
2
5
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P
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D
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WI
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,
V
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I
N
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A
14
6
0
U
N
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S
I
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D
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I
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WI
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C
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S
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,
V
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I
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A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
FI
R
E
L
A
N
E
D
E
T
A
I
L
S
HOSH1701
NO SCALE
JDS
MMA
SHEET OF24 28
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
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D
B
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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
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
INT
E
R
S
T
A
T
E
8
1
RA
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
10
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
EX
I
S
T
I
N
G
F
L
O
O
D
W
A
Y
EXISTING WATERLINE
AB
R
A
M
S
C
R
E
E
K
50' B
R
L
35
'
B
R
L
25' BRL
E
M
670
674
672
674
64
8
646
6
5
0
652
676
6
4
4
64
6
668
x672.5
x
672.5
672
671
0+0
0
1
+
0
0
2+
0
0
3+00 4+00 5+00
5
+
8
1
2
0
.
5
9
'
NOT FOR CONSTRUCTION CS2001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
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U
N
I
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E
R
S
I
T
Y
P
A
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K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
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S
H
O
C
K
E
Y
D
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WI
N
C
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S
T
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R
,
V
I
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G
I
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A
14
6
0
U
N
I
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R
S
I
T
Y
D
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I
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WI
N
C
H
E
S
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,
V
I
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I
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A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
LA
N
D
S
C
A
P
E
P
L
A
N
HOSH1701
1"=30'
JDS
MMA
SHEET OF25 28
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'
NORTH
LEGEND
NOT FOR CONSTRUCTION
CS2002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
P
A
R
K
I
N
G
S
T
R
U
C
T
U
R
E
SP
#
3
7
-
1
7
10
2
5
R
A
L
P
H
S
H
O
C
K
E
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
14
6
0
U
N
I
V
E
R
S
I
T
Y
D
R
I
V
E
WI
N
C
H
E
S
T
E
R
,
V
I
R
G
I
N
I
A
2
2
6
0
1
SH
E
N
A
N
D
O
A
H
U
N
I
V
E
R
S
I
T
Y
LA
N
D
S
C
A
P
E
D
E
T
A
I
L
S
HOSH1701
NO SCALE
JDS
MMA
SHEET OF26 28
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
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SHRUB PLANTING
TREE PLANTING
"D"
"D"
"D"
OR PERENNIAL PLANTING DETAIL
GROUNDCOVER, ORNAMENTAL GRASS
TYPICAL MULCH EDGING DETAIL
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
PARKING LOT LANDSCAPE CALCULATIONS:GENERAL PLANT LIST
BIORETENTION PLANTING CALCULATIONS:
EVERGREEN TREE PLANTING
BIORETENTION / BIO-SWALE PLANT LIST
FREDERICK COUNTY REQUIREMENTS:
NOT FOR CONSTRUCTION CS6001
BY
NO
.
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HOSH1701
NO SCALE
JDS
MMA
SHEET OF27 28
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.
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Maximum cross slope of a walking surface
is 1:48, per ANSI A117.1 Section 403.3.
NOT FOR CONSTRUCTION CS6002
BY
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.
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SI
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E
D
E
T
A
I
L
S
HOSH1701
NO SCALE
JDS
MMA
SHEET OF28 28
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
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4" 21A
1/4" DIAMOND PLATE ALUMINUM
32" WIDE
SECTION THRU CONCRETE FLUME
24"6"6"
6"
LENGTH AS REQUIRED
7"
2'-0"6"
13
"
4"
6"
1":1'
CG-6R - REVERSE GUTTER NOT TO SCALE
STOP SIGN - DETAIL