HomeMy WebLinkAbout36-18 Site PlanP
A
R
K
C
E
N
T
E
R
D
R
.
PROJECT AREA
R
O
U
T
E
8
1
ROUTE 37
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
0
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
5
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
CS000
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF1 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
JOHNSON DEVELOPMENT ASSOCIATES,INC.
100 DUNBAR STREET, SUITE 400
SPARTANBURG, SC 29306
(864) 594-5812
WINCHESTER INDUSTRIAL PROPERTIES
LOT 27A-2A
SITE PLAN
SP#36-18
FREDERICK COUNTY, VIRGINIA | STONEWALL DISTRICT
SEPTEMBER 12, 2018
REVISED NOVEMBER 2, 2018
LOCATION MAP
Scale: 1" = 2000'
NO
R
T
H
ˆ
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
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
APPROVED PERMIT DRAWNIGS
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 SITE PLAN
7 SITE DETAILS
8 SITE DETAILS
9 GRADING PLAN
10 GRADING PLAN
11 DETAILED GRADING PLAN
12 COMMERCIAL ENTRANCE SITE PLAN
13 ROAD PLAN AND PROFILE
14 ROAD PLAN AND PROFILE
15 SIGHT DISTANCE PLAN AND PROFILE
16 VDOT NOTES AND DETAILS
17 UTILITY PLAN
18 STORM STRUCTURES & PROFILES
19 STORM PROFILES
20 STORM PROFILES
21 STORM PROFILES
22 STORM PROFILES
23 STORM SEWER DETAILS
23A STORM SEWER COMPUTATIONS
23B STORM SEWER COMPUTATIONS
24 WATERLINE PROFILE
24A WATERLINE PROFILE
25 FREDERICK WATER DETAILS
25A FREDERICK WATER DETAILS
26 LIFE SAFETY PLAN
27 LIGHTING PLAN
28 LIGHTING DETAILS
29 LIGHTING DETAILS
30 LANDSCAPE PLAN
31 LANDSCAPE DETAILS
32 BIORETENTION LANDSCAPE PLAN
33 EROSION AND SEDIMENT CONTROL PLAN PHASE I
34 EROSION AND SEDIMENT CONTROL PLAN PHASE II
35 EROSION AND SEDIMENT CONTROL DETAILS
36 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE
37 PRE-DEVELOPMENT DRAINAGE AREA MAP
38 POST DEVELOPMENT DRAINAGE AREA MAP
39 SWM & BMP PLAN
40 BIORETENTION DETAILS
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
VERIZON
WINCHESTER, VA. 22602
404 HILLANDALE LANE
TELEPHONE SERVICE
(540) 665-3156
WINCHESTER, VA. 22604
P.O. BOX 1877
WATER/SEWER DISTRICT
(540) 868-1061
(540) 622-5124
ELECTRIC SERVICE
137 KELLEY COURT
FRONT ROYAL, VA. 22630
COMCAST COMMUNICATIONS
(540) 504-0942
195 RAINVILLE ROAD
CABLE SERVICE
WINCHESTER, VIRGINIA 22602
LOCAL UTILITIES
RAPPAHANNOCK ELECTRIC
WASHINGTON GAS
(540) 869-1111
P.O. BOX 2400
GAS SERVICE
WINCHESTER, VIRGINIA 22604
FREDERICK WATER
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
CO
V
E
R
S
H
E
E
T
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
0
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
6
/
2
0
1
8
1
:
4
2
P
M
,
B
Y
:
Mi
k
e
A
r
t
z
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
CS001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF2 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND
PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETE INSTALLATION OF
THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS
NECESSARY FOR THE COMPLETE FACILITY, READY FOR USE. UNLESS OTHERWISE
NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE
STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, THE CITY OF WINCHESTER PUBLIC UTILITIES AND PUBLIC WORKS
DEPT. AND THE CONTRACT DOCUMENTS.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN
THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE
THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-552-7001.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY
EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE CITY PUBLIC WORKS DEPT.
OR THE ENGINEER WILL APPROVE ALL CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE
WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR
THE OWNER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED FOR THIS WORK
AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION
SHALL BE PROVIDED WITH 4" 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 DISKED LEVELED
AND SEEDED TO ACHIEVE LAWN CONDITIONS.
8. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE
FREDERICK COUNTY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND
8A. CONTRACTOR SHALL PROVIDE THE PUBLIC UTILITIES DEPT. 24 HOUR NOTICE
PRIOR TO TAPPING EXISTING WATER MAINS.
9. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WATERTIGHT. THE
END OF THE LINE SHALL BE MARKED WITH A TREATED 2 INCH X 4 INCH POST
EXTENDING AT LEAST 18 INCHES ABOVE THE GROUND. THE TOP 6 INCHES SHALL
BE PAINTED GREEN, AND THE CUT DEPTH TO THE LINE INVERT SHALL BE SHOWN.
10. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND
SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE
CITY OF WINCHESTER.
11. AFTER REMOVAL OF ALL TOPSOIL, THE SUBGRADE SHOULD BE PROOFROLLED WITH APPROVED
CONSTRUCTION EQUIPMENT PRIOR TO FILL REPLACEMENT. ALL SUBGRADE AREAS SHALL
BE STABLE PRIOR TO FILL PLACEMENT. ALL FILL AND BASE MATERIAL SHALL BE
12. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. TEMPORARY
STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. ACCESS TO FIRE
HYDRANTS IS NOT TO BE IMPEDED AT ANY TIME BY CONSTRUCTION MATERIALS, PARKED
CARS ETC..
13. MANHOLE RIMS, VALVE BOXES, ETC. TO BE ADJUSTED TO MATCH PROPOSED ELEVATIONS
SHOWN IN THESE PLANS.
14. IF BLASTING IS REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE
NECESSARY FIRE DEPARTMENT PERMITS.
15. THIS PROJECT ENTAILS CONSTRUCTION OVER AND IN CLOSE PROXIMITY TO EXISTING
GAS MAIN. THE CONTRACTOR WILL NOTIFY WASHINGTON GAS COMPANY (PHONE NO.
868-7925) BEFORE EXCAVATING NEAR THIS GAS MAIN.
EROSION AND SEDIMENT CONTROL NOTES:
90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD.
ASTM D 698 (STANDARD PROCTOR). LANDSCAPED AREAS SHALL BE COMPACTED TO
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED IN THE COMMONWEALTH OF VIRGINIA OR A QUALIFIED REPRESENTATIVE
UNDER DIRECT SUPERVISION OF THE ENGINEER.
8B. PROPOSED WATER MAINS WILL REQUIRE TESTING IN ACCORDANCE WITH PUBLIC
UTILITY SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE THESE TESTS AND
PROVIDE ASSISTANCE AS NECESSARY.
8C. SHOULD MAINTENANCE OF WATER OR SEWER LINES WITHIN EXISTING EASEMENTS
REQUIRE DISTURBANCE OF PROPOSED IMPROVEMENTS, THE OWNER IS RESPONSIBLE
FOR REPAIR OF THOSE ITEMS.
ARRANGE FOR INSPECTION AS NECESSARY. EXACT LOCATIONS FOR WATER AND SEWER
SERVICES TO BE DIRECTED BY THE CITY OF WINCHESTER INSPECTOR IN THE FIELD.
CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE.
16. BUILDING STORM DRAINS SHALL BE SIZED ACCORDING TO THE 2012 VIRGINIA PLUMBING
CODE AND DISCHARGE INTO A STORM SEWER OR OTHER MEANS TO PREVENT A NUISANCE.
17. PHOTOMETRIC & ENERGY CALCULATIONS INDICATE THAT THE WATTS PER SQ. FT. MEET THE
REQUIREMENTS OF THE 2012 INTERNATIONAL ENERGY CODE. THIS INFORMATION WILL BE
PROVIDED AT THE BUILDING PERMIT STAGE.
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.
ABBREVIATIONS
A ARC
AC ACRE
@ AT
BM BENCH MARK
BLDG BUILDING
BRL BUILDING RESTRICTION LINE
CL CENTERLINE
C RATIONAL RUNOFF COEFFICIENT
CG CURB & GUTTER
CH CHORD
CO CLEAN OUT
CON CONCRETE
CMP CORRUGATED METAL PIPE
CY CUBIC YARDS
XING CROSSING
DI DROP INLET
DIA DIAMETER
DNG DRAINAGE
EL / ELEV ELEVATION
EP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FC FACE OF CURB
FH FIRE HYDRANT
FF FIRST FLOOR OR FINISHED FLOOR
FL FLOW LINE
FM FORCE MAIN
GV GATE VALVE
HP HIGH POINT
IE INVERT ELEVATION
IRF IRON ROD FOUND
IRS IRON ROD SET
LAT LATERAL
LF LINEAR FEET
LOS LANDSCAPE OPEN SPACE
LT LEFT
LTP LIGHT POLE
LP LOW POINT
MAX MAXIMUM
MIN MINIMUM
OS OFFSET
PRL PARKING RESTRICTION LINE
PCC POINT OF COMPOUND CURVATURE
TEST HOLE .........................
PARKING SPACES NUMBER .............
BUILDING WALL .....................
DOOR LOCATION .....................
LIMITS OF GRADING .................
BENCHMARK .........................
77
PROPOSED
CG-6R
TREE LINE .........................
TREE ..............................
SANITARY STRUCTURE LABEL ..........
WATER METER .......................
SPOT SHOT .........................
SIGN ..............................
FIRE HYDRANT ......................
STREET LIGHT ......................
UTILITY POLE ......................
WATER VALVE .......................
TRAFFIC SIGNAL POLE ...............
FENCE LINE ........................
UNDERGROUND TELEPHONE .............
OVERHEAD TELEPHONE ................
UNDERGROUND ELECTRIC ..............
OVERHEAD ELECTRIC .................
STORM STRUCTURE LABEL .............
WATERMAIN .........................
SANITARY SEWER ....................
STORM SEWER .......................
EDGE OF PAVEMENT ..................
CURB AND GUTTER ...................
CONTOURS ..........................
STREET CENTERLINE .................
PROPERTY LINE .....................
24
TRANS.CG-6
EXISTING
24
PAVEMENT BORING .....................
PAVEMENT CORES .....................
FORCE MAIN ..............
PW PWPROCESS WATER ..............
GAS LINE ........................
FIBER OPTIC ........................
FIRE LINE ........................
PW PW
FIRE RISER ......................
POST INDICATOR VALVE ......................
WV
PROJECT SUMMARY
BASIS OF NORTH VA STATE PLANE COORDINATE SYSTEM
PROPOSED UTILITIES SITE WILL BE SERVED BY FREDERICK WATER.
ENVIRONMENTAL FEATURES NO WETLANDS, WET OR INTERMEDIATE STREAMS, CAVES, SPRINGS, SINKHOLES OR SEVERE SLOPES HAVE BEEN IDENTIFIED TO DATE ON THE PROJECT PARCEL AREA.
75'153'+FRONT
FAR PROVIDED
MINIMUM GREENSPACE AREA
GREENSPACE AREA PROVIDED
0.35
5.61472 AC. (26.52%)
5.2933 AC. (25%)
169.7'+
156.4'+
RIGHT SIDE
FAR ALLOWED
25'REAR
1
139.1'+
PROVIDED
DISTURBED AREA
SETBACKS
LEFT SIDE
REQUIRED
23.059 ACRES
DEVELOPED PARCEL AREA 22.26 ACRE
ZONING
ADDRESS
PROPOSED USE
CURRENT USE
BROOKE ROAD
M1
VACANT
INDUSTRIAL & WAREHOUSE
MASTER DEVELOPMENT PLAN 06-07
NUMBER OF STORIES ONE
GROUND FLOOR AREA (BLDG. 1)324,175 SF. (5,000 SF. OFFICE/ 319,175 SF. WAREHOUSE)
25'
25'
PCR POINT OF CURB RETURN
PC POINT OF CURVATURE
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVC POINT OF VERTICAL CURVATURE OR
POLYVINYL CHLORIDE
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
PT POINT OF TANGENCY
PL PROPERTY LINE
PROP PROPOSED
R RADIUS
RED REDUCER
RCP REINFORCED CONCRETE PIPE
RT RIGHT
ROW RIGHT-OF-WAY
PW PROCESS WATER - SANITARY
SAN SANITARY
SEW SEWER
SHLD SHOULDER
SHT SHEET
SD SIGHT DISTANCE
SF SQUARE FOOT
STA STATION
SWM STORMWATER MANAGEMENT
STM STORM
SY SQUARE YARDS
TC TOP OF CURB
TEMP TEMPORARY
TS TOP OF SIDEWALK
TW TOP OF WALL
TYP TYPICAL
UE UNDERGROUND ELECTRIC
UG UNDERGROUND GAS
UT UNDERGROUND TELEPHONE
UTV UNDERGROUND TELEVISION
VC VERTICAL CURVE
W WATER
WL WATERLINE
WM WATER METER
WS WATER SURFACE
WW WASTE WATER
CP CONCRETE POST STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
EM ELECTRIC METER
GA GUY ANCHOR
GM GAS METER
LOT 27A1 21.1732 ACRES
BUILDING HEIGHT 60' (MAX.)42.5'(+/-)
TAX IDENTIFICATION NUMBER 54-A-36T
ABBREVIATION DEFINITION
CORRUGATED METAL PIPE
CONCRETE POST
DRAINAGE MANHOLE
FINISHED FLOOR ELEVATION
FLOOD LIGHT
GUY ANCHOR
GAS METER
GAS VALVE
HANDICAP PARKING SIGN
INVERT
3' LIGHT POST
METAL POST
METAL SIGN POST
METAL TRAFFIC SIGNAL POLE
REINFORCED CONCRETE PIPE
SANITARY MANHOLE
SPEED LIMIT SIGN
TELEPHONE RISER BOX
WATER METER
WOOD POWER POLE
WOOD TELEPHONE POLE
WATER VALVE
MAPLE
PINE
WALNUT
LEGEND
U/G ELECTRIC LINE
FENCE
IRON ROD FOUND
IRON PIPE FOUND
ELECTRIC METER
APPROVED PERMIT DRAWNIGS
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERICK COUNTY AND VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARDS AND SPECIFICATIONS, AND ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS
2.THE PARCEL SHOWN ON THIS SITE PLAN IS IDENTIFIED ON FREDERICK COUNTY PARCEL MAP BY THE TAX MAP
NUMBER 54 A 36T AND ZONED M1 (LIGHT INDUSTRIAL). THE PROPERTY IS OWNED BY WINCHESTER INDUSTRIAL
PROPERTIES LLC AND RYAN LLC AS SHOWN IN INSTRUMENT NUMBER 137.
3.THE PROPERTY LINES DEPICTED HEREON ARE PER A COMPILATION OF INSTRUMENTS OF RECORD OF THE SUBJECT
PROPERTY AND ADJOINING PROPERTIES AND DO NOT REFLECT OR REPRESENT A FIELD RUN BOUNDARY SURVEY
PERFORMED BY PENNONI ASSOCIATES . NO TITLE REPORT FURNISHED.
4.TOPOGRAPHIC INFORMATION SHOWN IS BASED ON FIELD SURVEY PREPARED BY MARSH & LEGGE IN THE SPRING OF
2018. GRID BASED ON VIRGINIA STATE PLAN COORDINATE SYSTEM NORTH ZONE NAD 1983. VERTICAL DATUM BASED
ON NAVD 1988.
5.THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER OR HIS AGENT OF ANY LEGAL
RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY OTHER ORDINANCE ENACTED BY THE
COUNTY OF FREDERICK.
6.STANDARD GUARD AND HAND RAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FINAL
FIELD INSPECTION BY FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION.
7.CONTROLLED FILLS MUST BE COMPACTED TO 95% AS DETERMINED PER STANDARD PROCTOR T-99 OR ASTM D698.
DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER AND RESULTS SUBMITTED TO THE
COUNTY OF FREDERICK PRIOR TO FOOTING CONSTRUCTION. THE COUNTY WILL ONLY INSPECT CONTROLLED FILLS
AS THEY RELATE TO INSTALLATION OF COUNTY MAINTAINED WATERLINES AND SANITARY SEWER LINES.
RESPONSIBILITY FOR INSPECTION ON CONTROLLED FILLS UNDER FOOTING WILL FALL TO THE OWNER'S DESIGNEE.
8.AT LEAST 10 DAYS PRIOR TO CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST OBTAIN ITS TEST PIT DATA AS
INDICATED ON THE PLAN SET AND COORDINATE WITH THE INSPECTOR. IF THE TEST RESULTS SHOW A POTENTIAL
CONFLICT OR NON-COMPLIANCE WITH THE APPROVED PLAN, REVISIONS TO THE PLAN MUST BE SUBMITTED FOR
APPROVAL. IN SUCH INSTANCES, NO WORK SHALL COMMENCE UNTIL CONFLICTS ARE RESOLVED AND REVISIONS
APPROVED.
9.ALL CONTROLLED FILL, BASE, SUBBASE AND SUBGRADE MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL
MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-99 A, WITHIN ±2% OF OPTIMUM MOISTURE FOR THE FILL OF
ANY DEDICATED RIGHT-OF-WAY AND ALL TOWNHOUSE, COMMERCIAL AND INDUSTRIAL PARKING LOTS; PRIVATE
STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS(NOT
INTENDED TO INCLUDE LEADWALKS). DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED
FILLS SHALL BE COMPACTED IN NO GREATER THAN EIGHT-INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED
BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED
SOILS ENGINEER AND THE DIRECTOR OF PUBLIC WORKS. CONTROLLED FILL MATERIAL TO BE SPECIFIED BY
GEOTECHNICAL ENGINEER.
10.ALL EXISTING UNDERGROUND UTILITIES , UNLESS OTHERWISE NOTED ON PLAN SET, SHALL BE PHYSICALLY LOCATED
BY THE CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. WHEN
DURING THE COURSE OF CONSTRUCTION ANY OBSTACLE OF A DUBIOUS NATURE IS ENCOUNTERED, THE
CONTRACTOR SHALL CEASE IN THAT AREA IMMEDIATELY NOTIFY THE PROPER AUTHORITY, FREDERICK COUNTY,
AND/OR THE ENGINEER.
11.NO BLASTING IS PERMITTED WITHIN 25' OF EXISTING WATER AND SEWER UTILITIES.
12.A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED
EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER IN THE
ROADWAY.
13.EMERGENCY VEHICLE ACCESS SHALL BE PROVIDED DURING CONSTRUCTION.
14.ALL EXISTING STRUCTURES, TANKS, FARM DUMPS, ETC., SHALL BE CAREFULLY REMOVED AND DISPOSED OF AT
AN APPROVED WASTE DISPOSAL SITE.
15.THE APPLICANT AND/OR CONTRACTOR SHALL HAVE A CLEARLY READABLE COPY OF THE APPROVED PLANS AND
SPECIFICATIONS AVAILABLE ON THE PROPERTY AT ALL TIMES.
16.ALL DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS TO STREETS, ROADS, HIGHWAYS, SHOULDERS,
DITCHES, EMBANKMENTS, CULVERTS, BRIDGES, SANITARY SEWER, WATER MAINS OR OTHER PUBLIC OR PRIVATE
PROPERTY OR FACILITY, REGARDLESS OF LOCATION OR CHARACTER, WHICH MAY BE CAUSED BY CONSTRUCTION
AND/OR MOVING, HAULING, OR OTHERWISE TRANSPORTING EQUIPMENT, MATERIALS OR MEN TO OR FROM THE
WORK OR ANY PART OF THE SITE THEREOF, SHALL BE THE RESPONSIBILITY OF THE APPLICANT, HIS
CONTRACTOR OR SUBCONTRACTOR.
17.APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION BY THE COUNTY FOR THE DEVELOPER TO
TRESPASS ON OFFSITE PROPERTIES.
18.NO BUILDING OR OTHER STRUCTURE SHALL BE LOCATED IN A MANNER OR BUILT TO A HEIGHT WHICH
CONSTITUTES A HAZARD TO AIR TRAFFIC WITHOUT CERTIFICATION FROM THE FEDERAL AVIATION
ADMINISTRATION.
19.THE APPROVAL OF THIS PLAN SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE
LOCAL, STATE AND FEDERAL REQUIREMENTS.
20.ACCORDING TO THE NATIONAL WETLANDS INVENTORY THERE ARE NO WETLAND AREAS PRESENT ON THIS
PROPERTY.
21.THERE ARE NO FLOODPLAIN AREAS LOCATED ON THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION.
THE CURRENT FLOOD INSURANCE RATE MAP (FIRM) OF FREDERICK COUNTY PANEL NUMBER FOR THE PROPERTY
THAT IS THE SUBJECT OF THIS APPLICATION IS 51069C0209D, EFFECTIVE SEPTEMBER 02, 2009.
22.PLANTING AND MAINTENANCE OF MATERIALS SHALL BE DONE ACCORDING TO GUIDELINES SET FORTH IN THE
VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK AND ALL REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
FREDERICK COUNTY INSPECTION NOTES:
1.BUILDINGS SHALL COMPLY WITH THE 2015 VIRGINIA BUILDING CODE SECTIONS 311, S STORAGE AND THE 2015
INTERNATIONAL FIRE CODE. OTHER CODE THAT APPLIES IS ICC A117.1-3-09. ACCESSIBLE AND USABLE BUILDINGS
AND FACILITIES AND 2015 VIRGINIA ENERGY CODE.
2.PROPOSED UNLIMITED AREA FACILITIES SHALL MEET SECTION 507, UNLIMITED AREA BUILDINGS AND MAINTAIN AN
OPEN PERIMETER OF 60'3.MAXIMUM TRAVEL DISTANCE PER IBC/USBC TO AN EXIT IS 400'. ALL REQUIRED EXITS SHALL MEET ANSI A117.1-09 FOR ACCESSIBILITYAND SLOPES. ACCESSIBLE EXITS LOCATED TO MEET TRAVEL DISTANCE4.MAXIMUM TRAVEL DISTANCE TO RESTROOMS SHALL BE IN ACCORDANCE WITH SECTION 2902.3.2. (MAXIMUM 500' UNLESSOTHERWISE APPROVED BY AHJ)5.STORAGE RACKS EXCEEDING 12' IN HEIGHT REQUIRE FIRE DEPARTMENT ACCESS AROUND PERIMETER OF THE BUILDING AND SHALLCOMPLY WITH THE 2012 VIRGINIA FIRE CODE/INTERNATIONAL FIRE CODE.6.ANSI PARKING SPACES PROVIDED AS REQUIRED PER T1106.1 ACCESSIBLE PARKING AND UNLOADING SHALL NOT EXCEED 2% SLOPE(1:48). ACCESSIBLE SIGNAGE SHALL COMPLY WITH VIRGINIA USBC AND INCLUDE FINE AMOUNT. VAN SPACES REQUIRE MINIMUMUNLOADING AREA 8' WITH 8' OF PARKING OR A MINIMUM OF 11 WIDE PARKING WITH 5' OF UNLOADING SPACE IS REQUIRED.ACCESSIBLE ROUTE SHALL EXTEND FROM PARKING AND UNLOADING AREA TO ACCESSIBLE ROUTE TO MAIN ENTRANCE.7.PUBLIC ENTRANCES INTO SPACES LARGER THAN 3000 SQ FT SHALL BE PROVIDED WITH A VESTIBULE' AS DETAILED PER ANSI A117.1-098.RETAINING WALLS EXCEEDING 3' OF UNBALANCED FILL REQUIRES PERMITS AND ENGINEER DESIGN.9.ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VA DESIGN PROFESSIONAL SPECIAL INSPECTIONREQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, COMPACTION, CONCRETE, STEEL ETC.) AGEOTECH REPORT IS REQUIRED PER UNIFORM STATEWIDE BUILDING CODE, SECTION 1803. AN ENGINEERED DESIGN IS REQUIRED FORTHE CONCRETE SLAB DUE TO THE AMOUNT OF FILL ON THE NW AREA OF THE BUILDING.
MASTER DEVELOPMENT PLAN 05-18
11-21-2018
MONUMENT SIGN NONE PROPOSED
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
NO
T
E
S
A
N
D
L
E
G
E
N
D
S
NOTE: ALL SIGNAGE REQUIRES A SEPARATE
BUILDING PERMIT AND WILL BE CONSISTENT WITH
FREDERICK COUNTY ZONING ORDINANCE.
TOTAL PARCEL AREA 31.68 ACRES
PERIMETER LANDSCAPING
PARKING LOT LANDSCAPE CALCULATIONS:
IMPERVIOUS SURFACE: 360,088 S.F.
TREES REQUIRED AT 1 PER 2,000 S.F. (FOR FIRST 100,00 S.F.): 50
3' HEDGE REQUIRED: YES
3' HEDGE PROVIDED: YES
INTERIOR LANDSCAPING
TREES PROVIDED: 102
TREES REQUIRED AT 1 PER 5,000 S.F. (FOR EXCESS 100,00 S.F.): 52
TOTAL TREES REQUIRED: 102
CAR PARKING AREA:
TRAILER PARKING AREA:
111,568 SF.
92,445 SF.
TOTAL PARKING AREA:204,013 SF.
INTERIOR LANDSCAPING REQ. (CAR PARKING):
INTERIOR LANDSCAPING REQ. (TRAILER PARKING):
5,578 SF. (5.00%)
4,622 SF. (5.00%)
TOTAL INTERIOR LANDSCAPING REQ.:10,200 SF. (5.00%)
INTERIOR LANDSCAPING PROVIDED (CAR PARKING):
INTERIOR LANDSCAPING PROVIDED (TRAILER PARKING):
5,753 SF. (5.16%)
4,981 SF. (5.39%)
TOTAL INTERIOR LANDSCAPING PROVIDED:10,734 SF. (5.26%)
PARKING SPACES PROPOSED (CAR PARKING PH1):
PARKING SPACES PROPOSED (TRAILER PARKING):
56
64
TOTAL PARKING SPACES PROPOSED:347
PARKING SPACES PROPOSED (CAR PARKING PH2): 227
NUMBER OF TREES REQ. (CAR PARKING PH1):
NUMBER OF TREES REQ. (TRAILER PARKING):
6
6
TOTAL NUMBER OF TREES REQ.35 (1/10 SP.)
NUMBER OF TREES REQ. (CAR PARKING PH2):23
NUMBER OF TREES PROVIDED (CAR PARKING PH1):
NUMBER OF TREES PROVIDED (TRAILER PARKING):
6
6
TOTAL NUMBER OF TREES PROVIDED 12 **
NUMBER OF TREES PROVIDED (CAR PARKING PH2): 0 **
** NOTE: 12 INTERIOR PARKING TREES SHALL BE PLANTED WITH PHASE 1.
23 ADDITIONAL INTERIOR TREES SHALL BE PLANTED WITH THE CONSTRUCTION OF
PHASE 2 PARKING.
IMPERVIOUS SURFACE: 40,860 S.F.
3' HEDGE REQUIRED: YES
3' HEDGE PROVIDED: YES*
TREES PROVIDED: 0*
TREES REQUIRED AT 1 PER 5,000 S.F. (FOR EXCESS 100,00 S.F.): 8
TOTAL TREES REQUIRED: 8
PHASE 1
PHASE 2
* NOTE: 8 PERIMETER TREES SHALL BE PLANTED WITH THE CONSTRUCTION
OF PHASE 2 PARKING. IN ADDITION A 3' HEDGE SHALL BE INSTALLED AS
165-202.01 OF THE FREDERICK COUNTY ZONING ORDINANCE.
NECESSARY WITH PHASE 2 PARKING TO MEET THE REQUIREMENTS OF SECTION
TREE PHASING
PERIMETER LANDSCAPING
PHASE 1
102 TREES
TOTAL 145 TREES
PHASE 2 8 TREES
INTERIOR LANDSCAPING
PHASE 1 12 TREES
PHASE 2 23 TREES
AREA: 50 SF. (MAX.) HEIGHT: 12' (MAX.)
PARKING TABULATIONS REQUIRED PROVIDED
PHASE 1
GENERAL OFFICE (5,000 SF @ 1 PER 250 SF)20 20
WAREHOUSE (24 EMPLOYEES @ 1.5 PER 250 SF)36 36
TOTAL PARKING PHASE 1 56 56
HANDICAP PARKING PHASE 1 3 7
LOADING SPACES (324,175 @ 1 PER 40,000 SF)8 8+
PHASE 2
EXPANDED PARKING 0 227
TOTAL PARKING PHASE 2 0 227
HANDICAP PARKING PHASE 2 4 0
TOTAL PARKING PROVIDED
PHASE 1 - 56
PHASE 2 - 227
HANDICAP - 7
LOADING - 8+
CG-6 TYPICAL .....................
CG-6 REVERSE .....................
PRESENT OWNER WINCHESTER INDUSTRIAL PROPERTIES, LLC
INSTRUMENT NUMBER 180010568
FREDERICK WATER - SERVICE DEMANDS
CONNECTION NUMBER OF
CONNECTIONS
GPD / CONNECTION
(AVG. DAY)GPD (AVG. DAY)GPD / CONNECTION
(MAX. DAY)GPD (MAX. DAY)
INDUSTRIAL 1 560 560 560 560
TOTAL 1 560 560 560 560
PIPE SIZE PIPE LENGTH PIPE MATERIAL;
6 INCH 242.5 DIP CL-52
8 INCH 2,755 DIP CL-52
10 INCH 145 DIP CL-52
FIRE HYDRANTS (6" PIPE)8
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
76776
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685 67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
67
4
674
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
678
67
8
6
7
9
6796796
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4684
6846846866
8
6
68
6
686686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
6736
7
3
673
6
8
0
675
680680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
6856
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
675
676
680
6
8
4
678 677
676
6766
7
7
677
676
675675
676
670671672
673
674
674
675
675
680
672
672
673
673
674
674676677
678679
6
7
5
672672
673
6
7
4
674
6
7
4
66
5
67
0
664664
666
66
7
66
7
6
6
7667
6
6
7 66766766
8
669 66
9
6
6
9
6
7
1
670
6
6
6
6
6
7
667 667
6
6
8
669
665
670
666667668669
671672
673
674
670
667667
668669
671672
673
674
670
675
668669671672673674676677
67
5
6
7
5
67
3
67
3
674
67
4
67
6
67
7
67
8
67
9
675
675
672673674
676
676
675
673
674
676
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
C
1
N 38°18'52" E 1491.88'
N 38°18'52" E 149.45'
S
5
1
°
4
1
'
0
8
"
E
2
7
1
.
9
0
'
S 38°18'52" W
S
5
1
°
4
1
'
0
8
"
E
4
6
8
.
8
4
'
S 38°18'52" W 729.42'
N
5
1
°
4
1
'
0
8
"
W
7
9
0
.
1
2
'
5
5
.
5
2
'
S
5
1
°
4
1
'
0
8
"
E
L
8
L1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
37.07'
N
5
1
°
4
1
'
0
8
"
W
5
9
0
.
5
0
'
L11
C2
C1 L10
1032.93'
L
9
L
4
L7
L6 L3
L5
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
35
.
0
0
'
EX. STREAM CENTERLINE
EX
.
S
T
R
E
A
M
C
E
N
T
E
R
L
I
N
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
303,611 SF. GRAVEL TO BE
REMOVED AS NECESSARY
RELOCATE EXISTING GUY
WIRE. CONTRACTOR TO
COORDINATE WITH
RAPPAHANNOCK ELECTRIC.
PORTION OF EX. 10"
WATERLINE TO BE REMOVED
PORTION OF EX. 10"
WATERLINE TO BE RELOCATED
PORTION OF EX.42" STORM
SEWER TO BE REMOVED
DEMOLITION NOTES:
1.THE SITE WAS PREVIOUSLY UNDER CONSTRUCTION AND THERE MAY BE
WATERLINES PARTIALLY INSTALLED. UNLESS OTHERWISE NOTED, THESE
ARE LINES ARE DO NOT PERTAIN TO THIS PLAN.
2.IF ADDITIONAL UTILITY PIPES ARE DISCOVERED ON SITE, BUT NOT SHOWN
HEREON, THE CONTRACTOR SHALL COORDINATE WITH THE FREDERICK
WATER INSPECTOR PRIOR TO REMOVAL OR ABANDONMENT.
CONTRACTOR TO REMOVE ALL
GRATES AND CONFIRM PIPE
SIZES AND INVERT ELEVATIONS
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
7
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
NOT FOR CONSTRUCTION CS100
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF3 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
SP
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
-
D
E
M
O
L
I
T
I
O
N
P
L
A
N
ABBREVIATION DEFINITION
CORRUGATED METAL PIPE
CONCRETE POST
DRAINAGE MANHOLE
FINISHED FLOOR ELEVATION
FLOOD LIGHT
GUY ANCHOR
GAS METER
GAS VALVE
HANDICAP PARKING SIGN
INVERT
3' LIGHT POST
METAL POST
METAL SIGN POST
METAL TRAFFIC SIGNAL POLE
REINFORCED CONCRETE PIPE
SANITARY MANHOLE
SPEED LIMIT SIGN
TELEPHONE RISER BOX
WATER METER
WOOD POWER POLE
WOOD TELEPHONE POLE
WATER VALVE
MAPLE
PINE
WALNUT
LEGEND
U/G ELECTRIC LINE
FENCE
IRON ROD FOUND
IRON PIPE FOUND
ELECTRIC METER
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
11-21-2018
21
7
6
5
4
3
2A
12
13
15
16
EX1
EX2
EX4
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
EX3
8
ES-A
5A
3A
ES-B
23A
ES-G
23
17
18
ES-D
BRF-D
13A
17A
3B
2B 17B
1
6
7
.
2
5
'
TR
A
I
L
E
R
P
A
R
K
I
N
G
5
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
5
7
11
20
25
TR
A
I
L
E
R
P
A
R
K
I
N
G
7
7
3
'
420'
1
3
6
.
6
4
'
150.49'
PR
I
V
A
T
E
R
O
A
D
W
A
Y
W
/
V
A
R
I
A
B
L
E
WI
D
T
H
I
N
G
R
E
S
S
/
E
G
R
E
S
S
P
U
B
L
I
C
AC
C
E
S
S
E
A
S
E
M
E
N
T
C
O
N
N
E
C
T
I
N
G
BR
O
O
K
E
R
O
A
D
T
O
P
A
R
K
C
E
N
T
E
R
DR
I
V
E
.
PRIVATE ROADWAY W/ VARIABLE
WIDTH INGRESS / EGRESS
PUBLIC ACCESS EASEMENT
CONNECTING BROOKE ROAD TO
PARK CENTER DRIVE.
153.93'
4
3
28
32
6
37
59
6
6
4
15
419
16
35
BRF A BRF BBRF C
BRF D
BRF G
20' STORM SEWER EASEMENT
20' STORM
SEWER
EASEMENT
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
C
1
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
35
.
0
0
'
EX. STREAM CENTERLINE
EX
.
S
T
R
E
A
M
C
E
N
T
E
R
L
I
N
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
TP TP
1-FLUSHING ASM.
0+00 1+00 1+50
1-FLUSHING ASM.
C/O C/O
0+001+001+50
NOR
T
H
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
4
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
7
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS400
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF4 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
00 80'160'
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
25
'
R
.
185.00'
70.00'
2
5
'
R
.
130.00'
30
.
0
0
'
24.00'
24.00'
55.00'
55.00'
185.00'
55.00'130.00'
30.00'
3
0
.
0
0
'
60.00'
CONCRETE
PAVEMENT
60.00'
CONCRETE
PAVEMENT
TR
A
I
L
E
R
P
A
R
K
I
N
G
2
5
'
R
.
10'
R
.
2
'
R
.
25
'
R
.
2'
R
.
2'
R
.
9'R.9'
R
.
2'R
.
2
5
'
R
.
2
5
'
R
.
25
'
R
.
9'R
.
2
5
'
R
.
25
'
R
.
PROPOSED STOP SIGN
AND STOP BAR
30.00'
2'
R
.
2'R.
2'
R
.
2'R.
2'R.
5
70.00'
26
.
0
0
'
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
5
7
11
20
25
TR
A
I
L
E
R
P
A
R
K
I
N
G
PRIVATE ROADWAY W/ VARIABLE WIDTH INGRESS / EGRESS
PUBLIC ACCESS EASEMENT CONNECTING BROOKE ROAD TO PARK
CENTER DRIVE.
144 LF. PROP. RETAINING WALL
BY OTHERS
2'
R
.
2'R
.
2'
R
.
2'R.
9'R
.
9'
R
.
2'R.
2'
R
.
4
3
28
32
5'
R
.
5'R.5'R
.
5'R.
4
15
2'R
.
2'
R
.
2'R
.
2'
R
.
2'R
.
2'
R
.
419
16
20
.
0
0
'
.
TY
P
.
5.00'
8.00'
TYP.
8.00'
20
.
0
0
'
.
TY
P
.
9.00'
TYP.
65 LF. PROP. RETAINING WALL BY OTHERS
49 LF. PROP. RETAINING WALL BY OTHERS
14 PROP. CONC.
WHEELSTOPS
PROP.
SECURITY FENCE
SEE ARCH. PLANS
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS(7) PROP. H.C. SIGNS
6' CONC. S/W
8.
5
0
'
9.50'
PROP. CG-12
PROP. TRASH
ENCLOSURE
W/ CONC. PAD
CONC.
CURB
FLUME
CONC. CURB
FLUME
CONC. CURB FLUME
BRF D
BRF G
5' X 5' CONCRETE LANDING
CONC.
CURB FLUME
CONC. CURB FLUME
2'
R
.
2'R
.
2'
R
.
2'R
.
ADAADA
AD
A
15' X 50' RAMP
AD
A
7 PROP. CONC.
WHEELSTOPS (PH. 2)
PHASE 2 PARKING (TYP.)
53 LF. PROP. RETAINING WALL BY OTHERS
CG-6R
CG-6 TYP.
CG-6 TYP.
CG-6 TYP.
CG-6 TYP.
CG
-
6
T
Y
P
.
SWM/BMP ESMT
SWM/BMP ESMT
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=672.55
GRAVEL CHECK DAM
ELEV=677.79
GRAVEL CHECK DAM
ELEV=677.79
OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CONC. CURB
FLUME
CG-6R
CG-6R
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
5
.
5
'
FIRE
ACCESS
FIRE
ACCESS
GRAVEL BUILDING PAD
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
ZONED: M-1
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
INGRESS/EGRESS EASEMENT
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
WATERLINE B - 8" DIP CL-52
STUBOUT - 8" DIP CL-52
ARV
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
C/O C/O
0+001+001+50
21
7
6
5
4
3
12
13
15
16
EX1
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
8
5A
3A
17
18
ES-D
BRF-D
13A
17A
3B
2B 17B
NOR
T
H
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
4
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
7
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS401
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF5 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
00 40'80'
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
SI
T
E
P
L
A
N
MATCHLINE SHEET 6
MA
T
C
H
L
I
N
E
S
H
E
E
T
6
48.00'
25'R
.
1
0
'
R
.
5
0
'
R
.
25'R
.
50'R
.
20'R
.
2
5
'
R
.
25'R
.
2
0
'
R
.
PROPOSED STOP SIGN
AND STOP BAR
PR
O
P
O
S
E
D
CG
-
1
1
E
N
T
R
A
N
C
E
32
.
3
4
'
PROPOSED STOP SIGN
AND STOP BAR
PROPOSED
CG-11 ENTRANCE
CG
-
6
T
Y
P
.
CG-
6
2'
R
.
48.00'
30
.
0
0
'
A MINIMUM OF 18" OF ADJACENT
TRAVEL LANE SHALL BE MILLED
AND RESURFACED WITH 1.5"
SM-12.5A TO EXTEND INTO
PROPOSED ENTRANCE PER WP-2
DETAIL
10
'
R
.
8'
R
.
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
2'
R
.
2'
R
.
5'R
.
2'R.
6
37
59
6
6
15
20
.
0
0
'
.
TY
P
.
20
.
0
0
'
.
TY
P
.
352'R.
2'
R
.
9.00'
TYP.
PROP. TRASH
ENCLOSURE
W/ CONC. PAD
6' CONC. SIDEWALK6' CONC. SIDEWALK
(3) 5' X 5' CONCRETE LANDINGS
CONC. CURB FLUME CONC. CURB FLUME
BRF A BRF BBRF C
2'
R
.
AD
A
ADA
AD
A
ADA
15' X 50' RAMP
6 PROP. CONC.
WHEELSTOPS (PH. 2)
105 LF. PROP. RETAINING WALL BY OTHERS
53 LF. PROP. RETAINING WALL BY OTHERS
62 LF. PROP. RETAINING WALL BY OTHERS
CG
-
6
T
Y
P
.
CG
-
6
T
Y
P
.
CG-6 TYP.
CG
-
6
T
Y
P
.
12 PROP. CONC.
WHEELSTOPS (PH. 2)
PHASE 2 PARKING (TYP.)
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL CHECK DAM
ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=673.00
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CG-6R
CG-6R
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
NATURAL GAS SERVICE
(SEE ARCHITECTURAL
& MEP PLANS)
EX. WATERLINE A - 10" DIP CL-52
TP TP
ARV
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
ARV
3
2A
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R2 R7
ES-A
ES-B
18
2B 17B
75'
R
.
3
0
.
0
0
'
40'R
.
12.5
'
R
.
1
2
.
5
'
R
.
CONC. CURB FLUME
CG-6 TYP.
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=677.79
CG-6R
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
20
23A
ES-G
23
NOR
T
H
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
4
0
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
8
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS402
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF6 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
00 40'80'
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
SI
T
E
P
L
A
N
MATCHLINE SHEET 5
00 40'80'
MA
T
C
H
L
I
N
E
S
H
E
E
T
5
NOR
T
H
CONCRETE WHEEL STOP
CG-6R - REVERSE GUTTER
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
4
1
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
8
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS410
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF7 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
SI
T
E
D
E
T
A
I
L
S
HANDICAP SIGN DETAIL
NOT TO SCALE
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
4
1
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
0
9
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS411
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF8 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
SI
T
E
D
E
T
A
I
L
S
6
7
8
.
1
1
6
7
8
.
0
0
6
7
8
.
0
0
6
7
8
.
0
0
6
7
8
.
0
0
676.86
676.15
676.79
676.18
676.95
676.22
676.62
675.98
676.69
676.01
676.05
681.86
678.00
678.00
678.00
678.00
6
7
6
.
8
7
678.00
6
7
6
.
9
8
680.77680.44
677.39
677.39
677.39
677.39
677.15
677.39
676.78
677.14
677.04
677.06
677.32
676.64
6
8
2
.
5
0
6
7
9
.
6
3
6
7
6
.
7
2
677.41
680.68
679.22
679.97 680.37
679.48
680.07680.07
681.69
679.80
679.08681.16
683.18 680.34
681.01683.85681.35
681.85
679.79
678.74
678.87
6
7
7
.
3
1
679.36
680.60
680.35
679.34 679.29 679.47
680.89
677.82677.02
680.40
676.97676.84678.73
678.61678.90
679.73 677.43678.02680.06
680.14
680.37
680.59
680.95
680.16
680.41
680.81
677.84677.81
677.88678.60
678.00
681.04
678.60
678.73
679.70
676.50
679.83
677.01
677.40
676.97
6
8
3
.
4
1
?
?
?
6
8
3
.
6
3
680.78
679.73
679.34
684.09
676.34
676.12
676.82
676.00
676.51
677.00
677.10
677.61
67
7
680
6
8
0
680
677
6
7
7
678
679
681
682
683
680681682683
681681
68
2
682
683
680 680
6
8
1
681
681 681682
685
682 683 684 686687688
680
679
681
680 681
681
67
7
6
7
7
677
67
7
67
7
677
678
678678
6
7
8
679
679
680
681
682
68
5
68
2
68
3
68
4
68
6
682
6
8
0
68
5
6
8
5
67
7
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
6
7
5
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
6
7
3
6
7
3
6
7
4
6
7
4
6
7
6
6
7
8
6
7
9 679 679 6
7
9
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4
684
684
684 686
6
8
6
68
6
686
686
6
8
6
686686 6
8
7
68
7
688
68
8
67
7
677
677
BW 687.99 BW 687.21BW 687.14TW 688.44 TW 687.80TW 688.74
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
675
680
675
680
685
680
681
682
680
678
679
67
8
6
8
0
67
8 67
9
6
8
1
6
8
2
683
681682
680
6
8
0
6
8
2
68
2
682
682
678
67
9
68
4
68
9
69
4
685
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
67
6
67
6
67
7
678 677.92
LIMITS OF DISTURBANCE
25
'
R
.
2
5
'
R
.
30
.
0
0
'
30.00'
3
0
.
0
0
'
2
5
'
R
.
10'
R
.
2'
R
.
25'R
.
2'
R
.
2'
R
.
9'R.9'
R
.
2'R.
2
5
'
R
.
2
5
'
R
.
25
'
R
.
9'R.
2
5
'
R
.
25'R
.
30.00'
2'
R
.
2'R.
2'
R
.
2'R.
2'R.
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
PRIVATE ROADWAY W/ VARIABLE WIDTH INGRESS / EGRESS
PUBLIC ACCESS EASEMENT CONNECTING BROOKE ROAD TO PARK
CENTER DRIVE.
144 LF. PROP. RETAINING WALL
BY OTHERS
2'
R
.
2'R
.
2'
R
.
2'R.
9'R
.
9'
R
.
2'R.
2'
R
.
5'
R
.
5'R.5'R
.
5'R.
2'R
.
2'
R
.
2'R
.
2'
R
.
2'R
.
2'
R
.
65 LF. PROP. RETAINING WALL BY OTHERS
49 LF. PROP. RETAINING WALL BY OTHERS
14 PROP. CONC.
WHEELSTOPS
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS
PROP. TRASH
ENCLOSURE
W/ CONC. PAD
CONC.
CURB
FLUME
CONC. CURB
FLUME
CONC. CURB FLUME
BRF D
BRF G
CONC.
CURB FLUME
CONC. CURB FLUME
2'
R
.
2'R
.
2'
R
.
2'R
.
ADAADA
AD
A
15' X 50' RAMP
AD
A
7 PROP. CONC.
WHEELSTOPS (PH. 2)
PHASE 2 PARKING (TYP.)
53 LF. PROP. RETAINING WALL BY OTHERS
CG-6R
CG-6 TYP.
CG-6 TYP.
CG-6 TYP.
CG-6 TYP.
CG
-
6
T
Y
P
.
SWM/BMP ESMT
SWM/BMP ESMT
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=672.55
GRAVEL CHECK DAM
ELEV=677.79
GRAVEL CHECK DAM
ELEV=677.79
OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CONC. CURB
FLUME
CG-6R
CG-6R
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
FIRE
ACCESS
FIRE
ACCESS
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
WATERLINE B - 8" DIP CL-52
STUBOUT - 8" DIP CL-52
ARV
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
C/O C/O
0+001+001+50
GRAVEL BUILDING PAD
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
ZONED: M-1
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
INGRESS/EGRESS EASEMENT
21
7
6
5
4
3
12
13
15
16
EX1
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
8
5A
3A
17
18
ES-D
BRF-D
13A
17A
3B
2B 17B
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
5
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
1
0
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF9 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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 40'80'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
GR
A
D
I
N
G
P
L
A
N
MATCHLINE SHEET 10
MA
T
C
H
L
I
N
E
S
H
E
E
T
1
0
6
7
8
.
0
0
6
7
8
.
0
5
6
7
6
.
8
7
678.00
677.49 676.29 676.29676.77 677.34
677.62 678.09 677.61 679.14679.63
676.78
676.64
678.30
682.60 682.60
677.60
676.96
677.36
677.49
677.05
679.02 677.53
676.89
679.36
678.62
678.62
680.03 678.74
678.56
678.17
678.51
676.50
677.40
676.97
677.53
677.59
676.51
677.17
677.96
677.50
677.85
677.00
677.66
678.00 678.00
677.53
678.01
678.00
676.80
678.60
679.27
677.61
67
7
675
673
67
3
674
676
677
678
678
673673 673
674
675
67
2
673 674
675
6
7
2
672
672
673 674
676
6
7
7
67
8
67
6
6
7
6
6
7
7
6
7
8
67
8
680 678679681682
67
5
67
2
67
3
67
4
676
676
6
7
6
6
7
7
67
7
677
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
676
67
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
6
8
0
680
6
8
0
680
680680
675
675
676
680
677
676
676
6
7
7
677
676
675675
676
680
679
68168
2
675
680
680
676
677
677
6
7
8
678
679
679
681
681
68
2
68
2
682
682
674 675 674
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'
MIN. DOWNSTREAM WIDTH = 18.25'
MIN. ROCK SIZE D50 = 9"
MIN. THICKNESS = 13.5"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'
MIN. DOWNSTREAM WIDTH = 18.25'
MIN. ROCK SIZE D50 = 8"MIN. THICKNESS = 13.5"
UNDERLAY WITH GEOTEXTILE
67
6
67
6
67
7
678 677.92
EX. 677.52
678.00
EX. 677.66
678.10
677.25
677.05 677.14677.76 677.13 676.53 676.68677.16
6
7
5
674
675
673
674
676
MIN. 1.0%
LIMITS OF DISTURBANCE
25'R
.
10
'
R
.
5
0
'
R
.
25'R
.
50'R
.
20'R
.
2
5
'
R
.
25'R
.
2
0
'
R
.
PR
O
P
O
S
E
D
CG
-
1
1
E
N
T
R
A
N
C
E
PROPOSED
CG-11 ENTRANCE
CG
-
6
T
Y
P
.
CG-
6
2'
R
.
A MINIMUM OF 18" OF ADJACENT
TRAVEL LANE SHALL BE MILLED
AND RESURFACED WITH 1.5"
SM-12.5A TO EXTEND INTO
PROPOSED ENTRANCE PER WP-2
DETAIL
10
'
R
.
8'
R
.
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
2'
R
.
2'
R
.
5'R
.
2'R.
2'R.
2'
R
.
PROP. TRASH
ENCLOSURE
W/ CONC. PAD
CONC. CURB FLUME CONC. CURB FLUME
BRF A BRF BBRF C
2'
R
.
AD
A
ADA
AD
A
ADA
15' X 50' RAMP
6 PROP. CONC.
WHEELSTOPS (PH. 2)
105 LF. PROP. RETAINING WALL BY OTHERS
53 LF. PROP. RETAINING WALL BY OTHERS
62 LF. PROP. RETAINING WALL BY OTHERS
CG
-
6
T
Y
P
.
CG
-
6
T
Y
P
.
CG-6 TYP.
CG
-
6
T
Y
P
.
12 PROP. CONC.
WHEELSTOPS (PH. 2)
PHASE 2 PARKING (TYP.)
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL CHECK DAM
ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=673.00
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CG-6R
CG-6R
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
FH ASM. (TYP)
WITH BOLLARDS
FH ASM. (TYP)
WITH BOLLARDS
EX. WATERLINE A - 10" DIP CL-52
FH ASM. (TYP)
WITH BOLLARDS
PORTION OF EX. 10" WATER
MAIN TO BE REMOVEDTPTP
ARV
10"x8" REDUCER
CONNECT NEW 8" WATERLINE
TO EX. 10" WATERLINE
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
EX. WATERLINE A - 10" DIP CL-52 ARV
1-10" TEE
3-10" GV
1-10"X8" RED
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
3
2A
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R2 R7
ES-A
ES-B
18
2B 17B
679.24680.50
6
8
1
.
8
2
6
8
0
6
7
7
6
7
8
6
7
9
6
8
1
681
6
8
1
682682
680679
681682
677678
6
7
5
67
5
6
8
0
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
4
6
7
4
6
7
6
676
6
7
7
677
6
7
8
678
6
7
9
6
8
1
6
8
2
683
680
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
673
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE EX. 676.29
EX. 678.18
LIMITS OF DISTURBANCE
75'
R
.
3
0
.
0
0
'
40'R
.
12.5
'
R
.
1
2
.
5
'
R
.
CONC. CURB FLUME
CG-6 TYP.
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=677.79
CG-6R
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
20
23A
ES-G
23
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
5
0
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
1
3
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS502
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF10 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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 40'80'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
GR
A
D
I
N
G
P
L
A
N
MATCHLINE SHEET 9
MA
T
C
H
L
I
N
E
S
H
E
E
T
9
00 40'80'
NOR
T
H
677.49
679.63 682.60677.60
676.96
677.36
677.49
677.05
679.02
676.89
679.36
677.66
678.00
676.80
678.60
679.27
6
7
8
67
8
675
67
6
6
7
7
6
7
8
6
7
9
TC 679.54
TC 679.37TC 679.22
TC 679.53
TC 679.38
TC 679.38
TC 680.23TC 678.68
TC 679.63
TC 677.89
TC 677.64
TC 677.71
TC 678.04
TC 677.56
TC 677.44
TC 677.44
TC 678.65
678.00 678.60
TC 679.27
682.60
TW 681.95
BW 679.67
TW 679.39
680.66 682.55
TW 682.50TW 682.50TC 680.56
TC 680.47
TC 679.22
TC 678.11
TC 678.28
TC 679.36
TC 679.36
682.50
TC 679.54
TC 679.19
TC 677.47
676.50
680.57
680.29
679.53
678.77
TC 679.12
BW 679.51BW 679.61
TW 682.45
TW 682.01
BW 679.70
BW 679.39
680
680
677
677
6
7
8
678
679
679
681
681
68
2 68
2
682
682
678.10
677.76 677.13
CG
-
6
T
Y
P
.
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
EX. WATERLINE A - 10" DIP CL-52
TP
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
2A
R1
6
7
9
.
6
3
6
7
6
.
7
2
680.68
679.22
680.37
679.48
680.07
680.07
681.35
678.74
678.87
677.82
677.02
676.97
676.84
679.34
677.10
680
680
681
682
TW 682.48TW 682.48
TC 681.18TC 680.54TC 680.49TC 680.14
TC 679.89
TC 678.71
TC 678.39
TC 678.39 TC 678.46
TC 679.15
BW 680.32BW 680.27
TC 678.81
678.48
678.33 678.60
682.50
682.50
682.60
682.45
682.45
680.54 680.66 682.60
TC 680.06
TC 680.04
TC 680.01
TC 679.96
TC 679.57
TC 679.57
680.09
680.09
6
7
3
685
6
8
0
67
8
67
9
6
8
1
6
8
2
681
682
WATERLINE B - 8" DIP CL-527
5B1
677.34
679.14
678.30
682.60
678.62
678.62
680.03 678.74
678.56
678.17
678.51
677.53
677
678
678
6
7
7
67
7677
67
8
67
9
TC 680.52
TC 680.36TC 680.36
TC 680.51
TC 680.91
TC 679.91
TC 678.79
TC 678.91TC 679.15
TC 679.50
TC 679.34
TC 679.31
TC 679.23
TC 679.10
TC 679.04
TC 678.88
TC 678.88
TC 679.68
TW 680.65TW 680.75
TW 682.50TW 682.50TC 678.75
680.85682.60
682.60
682.45
682.45
680.77
682.60
682.60
678.60 678.33
678.48
BW 678.72
BW 678.67
BW 678.44BW 678.39
6
8
0
680
680680
680
679
68168
2
677.25
677.05
677.14
2'
R
.
2'
R
.
5'R
.
2'R.
EX. WATERLINE A - 10" DIP CL-52
R6
679.80
679.08
680.34
681.01
679.79
680.35
680.14
680.37
680.59
680.95680.81
677.84677.81
677.88678.60
678.00
681.04
678.60
678.73
679.70
681
TC 678.62
TC 677.92
TC 677.92
TC 678.40 TC 678.40
TC 679.20
TC 680.00
TC 679.20
TC 679.20
TC 679.40
TC 680.45
TC 679.90
TC 679.58
TC 679.58
TC 679.55
TC 679.55
TC 679.48
TC 679.48TC 680.06
TC 680.15
TC 680.18TW 682.43
TW 682.43
TC 680.82TC 681.29
680.85
681.27
681.03
TC 679.62
TW 682.41 TW 679.49
682.41
TC 678.55
TC 679.22
TC 681.04
678.60
678.00
677.59
679.27
682.60
682.60
682.60
BW 680.21BW 680.48
BW 679.49
BW 679.67
BW 679.12TW 682.41
682.60682.60 680.35
685
6
9
0
680
681
682
678
679
680
6
8
0
6
8
2
68
2
682
682
678
680.80
TC 681.79
681.38 680.91681.44
WATERLINE B - 8" DIP CL-52
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
5
0
3
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
1
7
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS503
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF11 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
NOR
T
H
NOR
T
H
NOR
T
H
00 20'40'
00 20'40'00 20'40'NORTHEAST PARKINGNORTHWEST PARKING
SOUTHWEST PARKING SOUTHEAST PARKING
RAMPRAMP
RAMP
RAMP
FIRE ACCESS 3'X5'
CONC. LANDING
(2 STEPS)
25'R
.
1
0
'
R
.
5
0
'
R
.
25'R
.
50'R
.
20'R
.
PROPOSED STOP SIGN
AND STOP BAR
PR
O
P
O
S
E
D
CG
-
1
1
E
N
T
R
A
N
C
E
32
.
3
4
'
PROPOSED STOP SIGN
AND STOP BAR
PROPOSED
CG-11 ENTRANCE
CG
-
6
T
Y
P
.
CG-
6
A MINIMUM OF 18" OF ADJACENT
TRAVEL LANE SHALL BE MILLED
AND RESURFACED WITH 1.5"
SM-12.5A TO EXTEND INTO
PROPOSED ENTRANCE PER
WP-2 DETAIL
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
6
37
59
6
15
2
7
"
H
D
P
E
3
0
"
R
C
P
C
L
I
I
I
30" RCP CL III
3
0
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
2
4
"
H
D
P
E
2
7
"
H
D
P
E
27"
H
D
P
E
15" HDPE
15" HDPE
29' OF 15" HDPE @ 1.22%
30" RCP CL III
3
2A
R1
2
BRF-A
R2
ES-A
3A
145' OF 6" PVC SCH-40 @ 0.50%
3B
2B
3
0
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
10+00 11+00 12+00 13+00
0+
0
0
1+
0
0
2+
0
0
3+
0
0
EX. WATERLINE A - 10" DIP CL-52
TP TP
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
6
7
8
.
0
0
6
7
6
.
8
7
678.00
677.49
679.63 682.60677.60
676.96
677.36
677.49
677.05
679.02
676.89
679.36
676.50
676.51
677.17
677.96
677.50
677.85
677.00
677.66
678.00 678.00
677.53
678.01
678.00
676.80
678.60
679.27
677.61
675
6
7
2
672
672
673
674
676
677
6
7
7
67
7
67
8
67
6
6
7
6
6
7
7
6
7
8
67
8
67
5
67
2
67
3
67
4
676
676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
67
5
6
7
2
6
7
2
6
7
3
67
4
67
6
6
7
7
676
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
TC 679.54
TC 679.37TC 679.22
TC 679.53
TC 679.38
TC 679.38
TC 680.23TC 678.68
TC 679.63
TC 677.89
TC 677.64
TC 677.71
TC 678.04
TC 677.56
TC 677.44
TC 677.44
TC 678.65
678.00 678.60
TC 679.27
682.60
TW 681.95
BW 679.67
TW 679.39
680.66 682.55
TW 682.50TW 682.50TC 680.56
TC 680.47
TC 679.22
TC 678.11
TC 678.28
TC 679.36
TC 679.36
682.50
TC 679.54
TC 679.19
TC 677.47
676.50
680.57
680.29
679.53
678.77
TC 679.12
BW 679.51BW 679.61
TW 682.45
TW 682.01
BW 679.70
BW 679.39
6
8
0
675
680
680
676
677
677
6
7
8
678
679
679
681
681
68
2 68
2
682
682
674
67
6
676
67
7
678 677.92
EX. 677.52
678.00
EX. 677.66
678.10
677.76 677.13
L1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
L
4
L
7
L
5
0+
0
0
1+
0
0
1+
5
0
0+
0
0
1+
0
0
2+
0
0
LP 1+52.68
Elev 676.40
690 690
ENTRANCE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
675
680
675
680
-0+25 0+00
67
7
.
9
67
7
.
8
8
67
8
.
1
67
8
.
1
3
0+50
67
7
.
7
67
7
.
6
9
67
6
.
4
67
6
.
4
3
1+00
67
6
.
0
67
6
.
0
1
67
7
.
3
67
7
.
3
3
1+50
68
0
.
0
67
9
.
9
6
1+75
EXISTING GRADE
FINISHED GRADE
R/
W
L
I
N
E
BROOKE RD.
INTERSECTION
EX. EP
STA:0+47.79
ELEV:677.99
1.28%0.68%
-2.00%
1.70%
15'
TYPICAL SECTION
(NTS)
15'
6" 21-B
WELL COMPACTED SUBGRADE
3.0" BM-25.0
1.5" SM-12.5A
LANELANE
30'
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.
00 20'40'
NOR
T
H
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
6
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
2
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS600
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF12 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
CO
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
S
I
T
E
P
L
A
N
G
R
A
V
E
L
B
U
I
L
D
I
N
G
P
A
D
2
1
.
1
7
3
2
A
C
R
E
S
S
3
8
°
1
8
'
5
2
"
W
7
2
9
.
4
2
'
N
5
1
°
4
1
'
0
8
"
W
7
9
0
.
1
2
'
L
1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
L
4
L7
L
6
L
3
L5
4
8
.
0
0
'
2
4
.
0
0
'
5
5
.
0
0
'
1
8
5
.
0
0
'
5
5
.
0
0
'
1
3
0
.
0
0
'
3
0
.
0
0
'
3
0
.
0
0
'
6
0
.
0
0
'
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
TRAILER PARKINGPROPOSED STOP SIGN
AND STOP BAR
PROPOSED
CG-11 ENTRANCE
32.34'
PROPOSED STOP SIGN
AND STOP BAR
P
R
O
P
O
S
E
D
C
G
-
1
1
E
N
T
R
A
N
C
E
CG-6 TYP.
C
G
-
6
3
0
.
0
0
'
7
0
.
0
0
'
3
2
4
,
1
7
5
S
F
.
B
U
I
L
D
I
N
G
(
5
,
0
0
0
S
F
.
O
F
F
I
C
E
3
1
9
,
1
7
5
S
F
.
W
A
R
E
H
O
U
S
E
)
F
F
E
=
6
8
2
.
6
0
7
11
20
A MINIMUM OF 18" OF ADJACENT
TRAVEL LANE SHALL BE MILLED
AND RESURFACED WITH 1.5"
SM-12.5A TO EXTEND INTO
PROPOSED ENTRANCE PER WP-2
DETAIL
PRIVATE ROADWAY W/ VARIABLE WIDTH INGRESS / EGRESS
PUBLIC ACCESS EASEMENT CONNECTING BROOKE ROAD
TO PARK CENTER DRIVE.
2
8
3
2
6
3
7
5
9
6
15
C
O
N
C
.
C
U
R
B
F
L
U
M
E
B
R
F
A
C
O
N
C
.
C
U
R
B
F
L
U
M
E
ADA
A
D
A
A
D
A
ADA
1
5
'
X
5
0
'
R
A
M
P
5
3
L
F
.
P
R
O
P
.
R
E
T
A
I
N
I
N
G
W
A
L
L
B
Y
O
T
H
E
R
S
6
2
L
F
.
P
R
O
P
.
R
E
T
A
I
N
I
N
G
W
A
L
L
B
Y
O
T
H
E
R
S
5
3
L
F
.
P
R
O
P
.
R
E
T
A
I
N
I
N
G
W
A
L
L
B
Y
O
T
H
E
R
S
S
W
M
/
B
M
P
E
S
M
T
G
R
A
V
E
L
F
L
O
W
S
P
R
E
A
D
E
R
G
R
A
V
E
L
C
H
E
C
K
D
A
M
E
L
E
V
=
6
7
3
.
0
0
G
R
A
V
E
L
C
H
E
C
K
D
A
M
C
L
E
A
N
O
U
T
(
T
Y
P
.
)
O
B
S
E
R
V
A
T
I
O
N
W
E
L
L
(
T
Y
P
.
)
C
O
N
C
.
C
U
R
B
F
L
U
M
E
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
8
+
0
0
9+
0
0
10
+
0
0
11
+
0
0
LP
1
+
5
2
.
6
8
El
e
v
6
7
6
.
4
0
HP
3
+
9
2
.
2
9
El
e
v
6
8
0
.
1
3
LP
4
+
8
2
.
5
4
El
e
v
6
7
9
.
2
2
HP 8+34
.
8
2
Elev 682
.
8
5
LP 10+50.18
Elev 680.71
683.
6
8
678.
1
1
678.
0
0
678.
0
0
678.00678.00678.00678.00676.
8
7
678.00
676.
9
8
677.49
676.29 677.62
679.63
682.60
679.
6
3
676.
7
2
680.68
679.22
679.97
680.37
679.48
680.07680.07
681.35
678.74
678.87
677.
3
1677.60 676.96 677.36
677.49677.05
679.02
677.53
676.89
679.36
677.82
677.02
680.40
676.97
676.84
678.73
678.61
678.90
679.73
677.43
678.02680.06
676.50
683.
4
1
???
683.
6
3
680.78679.73
679.34
676.34676.12 676.82 676.00
676.51677.17
677.96
677.50
677.85
677.00677.66
678.00
678.00677.53
678.01
678.00
676.80
678.60679.27
677.10
677.61
672
67
3
67
5
672
67
2
67
2
67
3
67
4
67
6
68068068
0
67
7
677
67
8
67
9
681
6
8
2
6
8
3
6
8
0
6
8
1
6
8
2
6
8
3
681
6
8
1
6
8
2
6
8
0
6
8
1
677
678
67767
7
677
677
67
7
67
8
67
8
67
8
678
6
7
9
67
9
68
0
68
1
68
2
685
682683684
686
676
676677
678678
68
0
67
8
67
9
68
1
68
2
68
2
67
5
680 68
5
68
5
67
2
67
3
67
4
6
7
6
6
7
6
676
67
7
677
6
7
7
6
7
8
6786
7
8
679 681 682
68
2
68
2683
68
3
68
4
68
4
68
6 68668
7
6
8
7
675
6
7
5
672672
673
674
674
676
676
677
677
6
7
5
675
675
675
674
674
6
7
6
676
676
6
7
6
67
6
676
680
680
6
8
5
68
5
68
5
6
8
5
6
8
5
6
8
5
679
6
7
9
6
7
9
679
68
1
681
68
2
682
6
8
3
6
8
4
6
8
6
68
6
6
7
5
676
6776
7
7
6
7
7
6
7
8
678
680
677
678679
TC 679.54TC 679.37
TC 679.22
TC 679.53
TC 679.38TC 679.38TC 680.23
TC 678.68
TC 679.63
TC 677.89
TC 677.64TC 677.71
TC 678.04TC 677.56
TC 677.44
TC 677.44
TC 678.65 678.00
678.60
TC 679.27682.60 TW 681.95
BW 679.67 TW 679.39
680.66
682.55TW 682.50
TW 682.50
TC 680.56
TC 680.47
TC 679.22
TC 678.11TC 678.28
TC 679.36
TC 679.36
682.50
TC 679.54
TC 679.19
TC 677.47
676.50
680.57680.29
679.53
678.77
TC 679.12
BW 679.51
BW 679.61
TW 682.45TW 682.01
BW 679.70
BW 679.39
TW 682.48
TW 682.48
TC 681.18
TC 680.54
TC 680.49
TC 680.14
TC 679.89
TC 678.71
TC 678.39TC 678.39
TC 678.46
TC 679.15
BW 680.32
BW 680.27
TC 678.81
678.48678.33
678.60 682.50682.50 682.60
682.45682.45680.54
680.66
682.60
TC 680.06TC 680.04
TC 680.01 TC 679.96
TC 679.57
TC 679.57
680.09680.09
673
6
8
0
680
6
7
5
68
0
6
8
5
6
7
6
6
7
6
67
7
6
7
7
67
5
6
8
0
68
0
67
6
6
7
7
6
7
7
678
6
7
8
67
9
6
7
9
6
8
1
68
1
682682 68
2
68
2
680
678
679
681
682
68
1
68
2
67
4
68
5
676
6
7
6
677678
677.92
EX. 677.52
678.00
EX. 677.66
678.10677.76
677.13
676.53
6
7
3
6
7
4
6
7
4
675
67
267
2
67
3
674
67
4
674
67
5
6
7
5
6
7
2
6
7
3
6
7
4
67
6
6
7
6
67
5
6
7
3
6
7
4
6
7
6
1
5
"
H
D
P
E
27" HDPE
36" RCP CL III36" RCP CL III30" RCP CL III
1
5
"
H
D
P
E
2
4
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
1
8
"
H
D
P
E
24" RCP CL III
36" RCP CL III36" RCP CL III30" RCP CL III30" RCP CL III
18" HDPE24" HDPE27" HDPE
27
"
H
D
P
E
15" HDPE
1
5
"
H
D
P
E
1
5
"
H
D
P
E
18" HDPE
1
8
"
H
D
P
E
29' OF 15" HDPE @ 1.22%
3
0
"
R
C
P
C
L
I
I
I
2
4
"
R
C
P
C
L
I
I
I
7
6
54
3
2A
R1
21
A1
BRF-A
A
5B15B
R4
R3R2
8
ES-A
5A3A
145' OF 6" PVC SCH-40 @ 0.50%
3B2B
30" RCP CL III 36" RCP CL III
20' FREDERICK WATER ESMT.
N
A
T
U
R
A
L
G
A
S
S
E
R
V
I
C
E
(
S
E
E
A
R
C
H
I
T
E
C
T
U
R
A
L
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9
+
0
0
10
+
0
0
11
+
0
0
E
X
.
W
A
T
E
R
L
I
N
E
A
-
1
0
"
D
I
P
C
L
-
5
2
WATERLINE B - 8" DIP CL-52
W
A
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
TP
TP
ACCESS ROAD STA 0+00 TO 10+00
HORIZONTAL SCALE 1"=50
VERTICAL SCALE 1"=5.00
670
680
690
700
670
680
690
700
0+00
67
7
.
9
67
7
.
8
5
67
7
.
6
67
7
.
5
5
1+00
67
7
.
0
67
6
.
9
6
67
6
.
6
67
6
.
5
7
2+00
67
7
.
3
67
7
.
2
8
67
8
.
4
67
8
.
3
9
3+00
67
9
.
1
67
9
.
1
5
68
0
.
2
68
0
.
1
8
4+00
68
1
.
2
68
1
.
2
1
68
1
.
5
68
1
.
5
4
5+00
68
2
.
3
68
2
.
2
7
68
5
.
6
68
5
.
5
9
6+00
68
7
.
6
68
7
.
6
2
68
6
.
5
68
6
.
5
1
7+00
68
4
.
4
68
4
.
4
5
68
2
.
4
68
2
.
4
4
8+00
68
2
.
9
68
2
.
9
1
68
1
.
2
68
1
.
1
5
9+00
68
3
.
7
68
3
.
7
1
68
6
.
0
68
5
.
9
9
10+00
68
6
.
5
68
6
.
4
8
-1.58%
1.77%
-1.67%
1.16%
-1.27%
ST
A
0
+
4
8
.
5
2
EL
E
V
6
7
7
.
8
2
PVI STA = 3+91.56
PVI ELEV = 680.35
A.D. = -3.44
K = 14.52
BV
C
S
:
3
+
6
6
.
5
6
BV
C
E
:
6
7
9
.
9
1
EV
C
S
:
4
+
1
6
.
5
6
EV
C
E
:
6
7
9
.
9
3
HIGH POINT ELEV = 680.13
HIGH POINT STA = 3+92.29
50' VC
PVI STA = 8+37.07
PVI ELEV = 683.15
A.D. = -2.43
K = 41.13
BV
C
S
:
7
+
8
7
.
0
7
BV
C
E
:
6
8
2
.
5
7
EV
C
S
:
8
+
8
7
.
0
7
EV
C
E
:
6
8
2
.
5
1
HIGH POINT ELEV = 682.85
HIGH POINT STA = 8+34.82
100' VC
PVI STA = 1+54.43
PVI ELEV = 676.15
A.D. = +3.35
K = 17.91
BV
C
S
:
1
+
2
4
.
4
3
BV
C
E
:
6
7
6
.
6
2
EV
C
S
:
1
+
8
4
.
4
3
EV
C
E
:
6
7
6
.
6
8
LOW POINT ELEV = 676.40
LOW POINT STA = 1+52.68
60' VC
PVI STA = 4+75.33
PVI ELEV = 678.95
A.D. = +2.83
K = 28.25
BV
C
S
:
4
+
3
5
.
3
3
BV
C
E
:
6
7
9
.
6
2
EV
C
S
:
5
+
1
5
.
3
3
EV
C
E
:
6
7
9
.
4
1
LOW POINT ELEV = 679.22
LOW POINT STA = 4+82.54
80' VC
R/
W
L
I
N
E
BROOKE RD.
INTERSECTION
EXISTING GRADE
FINISHED GRADE
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
6
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
2
4
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS601
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF13 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
N
O
R
T
H
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
RO
A
D
P
L
A
N
A
N
D
P
R
O
F
I
L
E
ACCESS ROAD STA 10+00 TO 22+10.05
HORIZONTAL SCALE 1"=50
VERTICAL SCALE 1"=5.00
670
680
690
700
670
680
690
700
10+00
68
6
.
5
68
6
.
4
8
68
6
.
4
68
6
.
3
7
11+00
68
6
.
0
68
6
.
0
0
68
5
.
7
68
5
.
7
2
12+00
68
5
.
3
68
5
.
2
8
68
5
.
4
68
5
.
3
9
13+00
68
6
.
8
68
6
.
8
1
68
7
.
9
68
7
.
9
3
14+00
68
8
.
9
68
8
.
8
5
68
9
.
8
68
9
.
8
0
15+00
68
9
.
7
68
9
.
7
3
68
9
.
5
68
9
.
5
0
16+00
68
8
.
8
68
8
.
8
0
68
7
.
6
68
7
.
6
4
17+00
68
7
.
3
68
7
.
2
9
68
6
.
1
68
6
.
0
6
18+00
68
5
.
1
68
5
.
1
3
68
1
.
8
68
1
.
7
7
19+00
67
9
.
9
67
9
.
8
6
67
9
.
4
67
9
.
4
3
20+00
67
8
.
5
67
8
.
4
6
67
8
.
0
67
7
.
9
8
21+00
67
7
.
3
67
7
.
3
4
67
6
.
6
67
6
.
5
7
22+00
67
6
.
3
67
6
.
2
9
22+10.05
67
7
.
0
67
6
.
9
8
1.70%-1.30%
1.01%-1.20%1.05%
-2.67%
ST
A
2
2
+
0
9
.
9
3
EL
E
V
6
7
6
.
9
8
PVI STA = 12+27.77
PVI ELEV = 683.25
A.D. = -3.00
K = 33.33
BV
C
S
:
1
1
+
7
7
.
7
7
BV
C
E
:
6
8
2
.
4
0
EV
C
S
:
1
2
+
7
7
.
7
7
EV
C
E
:
6
8
2
.
6
0
HIGH POINT ELEV = 682.88
HIGH POINT STA = 12+34.53
100' VC
PVI STA = 17+50.01
PVI ELEV = 681.95
A.D. = -2.21
K = 22.60
BV
C
S
:
1
7
+
2
5
.
0
1
BV
C
E
:
6
8
1
.
7
0
EV
C
S
:
1
7
+
7
5
.
0
1
EV
C
E
:
6
8
1
.
6
5
HIGH POINT ELEV = 681.81
HIGH POINT STA = 17+47.89
50' VC
PVI STA = 20+06.85
PVI ELEV = 682.40
A.D. = -3.72
K = 26.91
BV
C
S
:
1
9
+
5
6
.
8
5
BV
C
E
:
6
8
1
.
8
7
EV
C
S
:
2
0
+
5
6
.
8
5
EV
C
E
:
6
8
1
.
0
6
HIGH POINT ELEV = 682.02
HIGH POINT STA = 19+85.09
100' VC
PVI STA = 10+57.45
PVI ELEV = 680.35
A.D. = +2.97
K = 33.63
BV
C
S
:
1
0
+
0
7
.
4
5
BV
C
E
:
6
8
0
.
9
9
EV
C
S
:
1
1
+
0
7
.
4
5
EV
C
E
:
6
8
1
.
2
0
LOW POINT ELEV = 680.71
LOW POINT STA = 10+50.18
100' VC
PVI STA = 15+12.98
PVI ELEV = 679.55
A.D. = +2.31
K = 43.29
BV
C
S
:
1
4
+
6
2
.
9
8
BV
C
E
:
6
8
0
.
2
0
EV
C
S
:
1
5
+
6
2
.
9
8
EV
C
E
:
6
8
0
.
0
6
LOW POINT ELEV = 679.83
LOW POINT STA = 15+19.14
100' VC
PVI STA = 18+49.98
PVI ELEV = 680.75
A.D. = +2.25
K = 22.22
BV
C
S
:
1
8
+
2
4
.
9
8
BV
C
E
:
6
8
1
.
0
5
EV
C
S
:
1
8
+
7
4
.
9
8
EV
C
E
:
6
8
1
.
0
1
LOW POINT ELEV = 680.89
LOW POINT STA = 18+51.66
50' VC
EXISTING GRADE
FINISHED GRADE
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
30
.
0
0
'
3
0
.
0
0
'
3
0
.
0
0
'
420'
PRIVATE ROADWAY W/ VARIABLE WIDTH INGRESS /
EGRESS PUBLIC ACCESS EASEMENT CONNECTING
BROOKE ROAD TO PARK CENTER DRIVE.
144 LF. PROP. RETAINING WALL
BY OTHERS
65 LF. PROP. RETAINING WALL BY OTHERS
49 LF. PROP. RETAINING WALL BY OTHERS PROP.
SECURITY FENCE
SEE ARCH. PLANS
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS
BRF G
ADAADA
AD
A
15' X 50' RAMP
AD
A
53 LF. PROP. RETAINING WALL BY OTHERS
SWM/BMP ESMT
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK
DAM ELEV=677.79
GRAVEL CHECK
DAM ELEV=677.79
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
FIRE
ACCESSFIRE
ACCESS
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
18+00
19+00
20+00 21+00 22+0022+10
LP
1
0
+
5
0
.
1
8
El
e
v
6
8
0
.
7
1
HP
1
2
+
3
4
.
5
3
El
e
v
6
8
2
.
8
8
LP
1
5
+
1
9
.
1
4
El
e
v
6
7
9
.
8
3
HP
1
7
+
4
7
.
8
9
El
e
v
6
8
1
.
8
1
LP
1
8
+
5
1
.
6
6
Ele
v
6
8
0
.
8
9
HP
1
9
+
8
5
.
0
9
El
e
v
6
8
2
.
0
2
6
7
5
67
5
6
7
5
6
8
0
68
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
4
6
7
4
6
7
6
676
6
7
6
6
7
7
677
67
7
6
7
8
678
67
8
679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
2
68
2
683
683 68
4
684
684684686
6
8
6
68
6
686
686
6
8
6
686686
6
8
7
68
7
68868
8
675
680
673
6
7
3
673
6
8
0
675
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
21
13
15
16
R9
R14A
14
R14B
20
BRF-G
5B1
5B
R4
8
23A
ES-G
23
13A
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
27+00 28+00 29+00
10+00 11+00 12+00 13+00 14+00 15+00 15+26
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
WATERLINE B - 8" DIP CL-52
STUBOUT - 8" DIP CL-52
1-FLUSHING ASM.
0+00 1+00 1+50
1-FLUSHING ASM.
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
6
0
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
2
6
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS602
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF14 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
NOR
T
H
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
RO
A
D
P
L
A
N
A
N
D
P
R
O
F
I
L
E
SIGHT DISTANCE C
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
670
680
690
670
680
690
-0+50 0+00
67
7
.
9
67
7
.
8
9
67
8
.
0
67
8
.
0
0
1+00 2+00 3+00 3+50
HE
I
G
H
T
O
F
EY
E
3
.
5
'
HE
I
G
H
T
O
F
OB
J
E
C
T
3
.
5
'
LINE OF SIGHT
FINISHED GRADE
EXISTING GRADE
SDL/SDR 335'
BROOKE ROAD
DESIGN SPEED = 30 MPH
V
A
.
R
O
U
T
E
1
3
2
8
B
R
O
O
K
E
R
O
A
D
2
5
M
P
H
P
O
S
T
E
D
S
P
E
E
D
L
I
M
I
T
E
X
.
S
T
R
E
A
M
C
E
N
T
E
R
L
I
N
E
3
0
.
0
0
'
TRAILER PARKING
2
'
R
.
2
'
R
.
3
0
.
0
0
'
2'
R
.
7
11
20
1
3
6
.
6
4
'
1
5
0
.
4
9
'
A MINIMUM OF 18" OF ADJACENT
TRAVEL LANE SHALL BE MILLED
AND RESURFACED WITH 1.5"
SM-12.5A TO EXTEND INTO
PROPOSED ENTRANCE PER WP-2
DETAIL
PRIVATE ROADWAY W/ VARIABLE WIDTH INGRESS / EGRESS
PUBLIC ACCESS EASEMENT CONNECTING BROOKE ROAD
TO PARK CENTER DRIVE.
8
'
R
.
2'
R
.
2'
R
.
2
'
R
.
2
'
R
.
8'
R
.
2'
R
.
2
'
R
.
3
2
6
3
7
5
9
6
15 P
R
O
P
.
T
R
A
S
H
E
N
C
L
O
S
U
R
E
W
/
C
O
N
C
.
P
A
D
6
'
C
O
N
C
.
S
I
D
E
W
A
L
K
B
R
F
A
ADA
A
D
A
A
D
A
ADA
1
5
'
X
5
0
'
R
A
M
P
6
P
R
O
P
.
C
O
N
C
.
W
H
E
E
L
S
T
O
P
S
(
P
H
.
2
)
7
P
R
O
P
.
C
O
N
C
.
W
H
E
E
L
S
T
O
P
S
(
P
H
.
2
)
G
R
A
V
E
L
C
H
E
C
K
D
A
M
E
L
E
V
=
6
7
3
.
0
0
O
B
S
E
R
V
A
T
I
O
N
W
E
L
L
(
T
Y
P
.
)
G
R
A
V
E
L
F
L
O
W
S
P
R
E
A
D
E
R
-
B
R
F
C
678.
1
1
678.
0
0
678.
0
0
678.00678.00678.00678.00676.
8
7
678.00
676.
9
8
677.49
679.63
682.60
679.
6
3
676.
7
2
680.68
679.22
679.97
680.37
679.48
680.07680.07
681.35
678.74
678.87
677.
3
1677.60 676.96 677.36
677.49677.05
679.02
676.89
679.36
677.82
677.02
680.40
676.97
676.84
678.73
678.61
678.90
679.73
677.43
678.02680.06
676.50
683.
4
1
???
683.
6
3
680.78679.73
679.34
676.34676.12 676.82 676.00
676.51677.17
677.96
677.50
677.85
677.00677.66
678.00
678.00677.53
678.01
678.00
676.80
678.60679.27
677.10
677.61
67
5
672
67
2
67
2
67
3
67
4
67
6
68068068
0
67
7
677
67
8
67
9
681
6
8
2
6
8
3
6
8
0
6
8
1
6
8
2
6
8
3
6
8
2
6
8
0
677
678
67767
7
677
677
67
7
67
8
67
8
67
8
678
6
7
9
67
9
68
0
68
1
68
2
685
682683684
686
676
676677
678678
67
5
680 68
5
68
5
67
2
67
3
67
4
6
7
6
6
7
6
676
67
7
677
6
7
7
6
7
8
6786
7
8
679 681 682
68
2
68
2683
68
3
68
4
68
4
68
6 68668
7
6
8
7
675
6
7
5
672672
673
674
674
676
676
677
677
6
7
5
675
675
674
674
680
680
679
6
7
9
6
7
9
679
68
1
681
68
2
682
6
7
5
676
6776
7
7
6
7
7
6
7
8
678
680
677
678679
6
7
5
68
0
6
7
5
6
7
6
6
8
0
684
6
7
867
7
6
7
6
6
7
6
67
7
6
7
7
6
8
0
6
7
7
678
67
9
6
8
1
682682 68
2
680
678
679
681
682
67
4
R
O
C
K
O
U
T
L
E
T
P
R
O
T
E
C
T
I
O
N
S
T
A
N
D
A
R
D
E
C
-
1
T
Y
P
E
A
M
I
N
.
A
P
R
O
N
L
E
N
G
T
H
=
1
6
'
M
I
N
.
U
P
S
T
R
E
A
M
W
I
D
T
H
=
6
.
7
5
'
M
I
N
.
D
O
W
N
S
T
R
E
A
M
W
I
D
T
H
=
1
8
.
2
5
'
M
I
N
.
R
O
C
K
S
I
Z
E
D
5
0
=
9
"
M
I
N
.
T
H
I
C
K
N
E
S
S
=
1
3
.
5
"
U
N
D
E
R
L
A
Y
W
I
T
H
G
E
O
T
E
X
T
I
L
E
676
6
7
6
677678
677.92
EX. 677.52
678.00
EX. 677.66
678.10677.76
677.13
675
674
67
4
674
67
5
6
7
5
6
7
2
6
7
3
6
7
4
67
6
6
7
6
M
I
N
.
1
.
0
%
7
6
54
3
2A
R1
21
A1
5B15B
R4
R3R2
ES-A
5A3A
3B2B
F
H
A
S
M
.
(
T
Y
P
)
W
I
T
H
B
O
L
L
A
R
D
S
F
H
A
S
M
.
(
T
Y
P
)
W
I
T
H
B
O
L
L
A
R
D
S
F
H
A
S
M
.
(
T
Y
P
)
W
I
T
H
B
O
L
L
A
R
D
S
20' FREDERICK WATER ESMT.
10
+
0
0
11
+
0
0
12
+
0
0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9
+
0
0
10
+
0
0
WATERLINE B - 8" DIP CL-52
TP
TP
A
R
V
WATERLINE B - 8" DIP CL-52
1
-
1
0
"
T
E
E
3
-
1
0
"
G
V
1
-
1
0
"
X
8
"
R
E
D
LINE OF SIGHT A
LINE OF
S
I
G
H
T
B
5.
0
0
'
L
I
N
E
O
F
S
I
G
H
T
C
-3+36 -3+00
-2+00
-1+00
0+00
1+00
2+002+06
0+
0
0
1+
0
0
2+
0
0
3+
0
0
3+
3
5
A
B
C
SIGHT DISTANCE A TO B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
670
680
690
670
680
690
-3+50 -3+00 -2+00 -1+00
67
7
.
3
67
7
.
3
0
0+00
67
7
.
9
67
7
.
8
9
67
8
.
3
67
8
.
2
8
1+00
67
6
.
2
67
6
.
1
9
2+00
67
7
.
1
67
7
.
1
1
2+50
BROOKE ROAD
DESIGN SPEED = 30 MPH
HE
I
G
H
T
O
F
EY
E
3
.
5
'
HE
I
G
H
T
O
F
OB
J
E
C
T
3
.
5
'
HE
I
G
H
T
O
F
OB
J
E
C
T
3
.
5
'
FINISHED GRADE
EXISTING GRADE
LINE OF SIGHT LINE OF SIGHT
SDL 335'
SDL 335'
(193' TO VISIBILITY BEYOND
TRAILER PARKING)
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
6
0
4
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
2
9
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS604
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF15 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
N
O
R
T
H
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
SI
G
H
T
D
I
S
T
A
N
C
E
P
L
A
N
A
N
D
PR
O
F
I
L
E
CG-6R - REVERSE GUTTER
NOT TO SCALE
STOP SIGN - DETAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION - GENERAL NOTES WITHIN VDOT RIGHT-OF-WAY
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 WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC
CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL
BE IN ACCORDANCE WITH THE CURRENT EDITION OF
VDOT'S WORK AREA PROTECTION MANUAL. A
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 COMPANIES 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, VOIDS, 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 SOIL SAMPLE(S) OBTAINED FOR CBR'S IS
REPRESENTATIVE OF THE LOCATION. 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
TESTING MAY 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 DEVELOPER.
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 LAND 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 OF 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 IN
ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL
APPROVAL OF THE GUARDRAIL LAYOUT TO 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.
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
6
0
5
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
2
9
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS605
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF16 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
VD
O
T
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
GRAVEL BUILDING PAD
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
N 38°18'52" E 1491.88'
N 38°18'52" E 149.45'
S
5
1
°
4
1
'
0
8
"
E
2
7
1
.
9
0
'
S 38°18'52" W
S
5
1
°
4
1
'
0
8
"
E
4
6
8
.
8
4
'
S 38°18'52" W 729.42'
N
5
1
°
4
1
'
0
8
"
W
7
9
0
.
1
2
'
L
8
L1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
ZONED: M-1
37.07'
N
5
1
°
4
1
'
0
8
"
W
5
9
0
.
5
0
'
L11
C2
C1 L10
1032.93'
L
9
L
4
L7
L6 L3
L5
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
BRF A BRF BBRF C
BRF D
BRF G
FH ASM. (TYP)
WITH BOLLARDS
FH ASM. (TYP)
WITH BOLLARDS
FH ASM. (TYP)
WITH BOLLARDS
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
NATURAL GAS SERVICE
(SEE ARCHITECTURAL
& MEP PLANS)
FH ASM. (TYP)
WITH BOLLARDS
FDC CONNECTION
FH ASM. (TYP)
WITH BOLLARDS
DOMESTIC WATER SERVICE SHALL BE PROVIDED WITH A TWO (2) INCH METER AND
FIRE SERVICE SHALL BE PROVIDED WITH AN 8” HP PROTECTUS III METER. FINAL
LAYOUT, MATERIALS AND METHODS SHALL BE PER FREDERICK WATER INSPECTOR
REQUIREMENTS
FH ASM. (TYP)
WITH BOLLARDS
END WATERLINE A
8" STUB OUT
1-8" GV
1-JL
1-8" PLUG
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
18
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
27+00 28+00 29+00
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+
0
0
10+00 11+00 12+00 13+00 14+00 15+00 15+26
75' OF 6" SDR-35 @ 1.00%
SANITARY SERVICE LATERAL
INV=673.08
60' OF 6" SDR-35 @ 0.88%
EX. WATERLINE A - 10" DIP CL-52
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
FH ASM. (TYP)
WITH BOLLARDS
PORTION OF EX. 10" WATER
MAIN TO BE REMOVED
WATERLINE B - 8" DIP CL-52
TP TP
STUBOUT - 8" DIP CL-52
8" STUB OUT
1-8" GV
1-JL
1-8" PLUG
1-FLUSHING ASM.
0+00 1+00 1+50
ARV
ARV
10"x8" REDUCER
CONNECT NEW 8" WATERLINE
TO EX. 10" WATERLINE
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
1-FLUSHING ASM.
C/O
ARV
UTILIZE FLEX-BOOT FOR CONNECTION OF 6" &
8" LATERALS AT EX. MH
79' OF 8" SDR-35 @ 1.00%
PROP. SAN. LATERAL STUBOUT INV=671.86
10" SLEEVE
1-10" TEE
3-10" GV
1-10"X8" RED
1-8" TEE
3-8" GV
GALVANIZED
LANDING & STAIR
C/O
0+001+001+50
PR
I
V
A
T
E
FR
E
D
E
R
I
C
K
W
A
T
E
R
15" HDP
E
2
7
"
H
D
P
E
3
0
"
H
D
P
E
18"
H
D
P
E
24" HDPE
24" HDPE
21
1
2
"
H
D
P
E
18" HDPE
1
5
"
H
D
P
E
3
6
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
15" HDPE
24" RCP CL III
30" RCP CL III
18" H
D
P
E
2
4
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
1
8
"
H
D
P
E
2
4
"
H
D
P
E
2
7
"
H
D
P
E
27"
H
D
P
E
1
8
"
H
D
P
E
2
4
"
H
D
P
E
3
0
"
H
D
P
E
18"
H
D
P
E
24" HDPE
24" HDPE
1
5
"
H
D
P
E
2
4
"
H
D
P
E
18" HDPE
1
2
"
H
D
P
E
15" HDPE
15" HDPE
15" HDPE
1
8
"
H
D
P
E
18" HDPE
29' OF 15" HDPE @ 1.22%
30" RCP CL III 28' OF 18" HDPE @ 0.72%24" RCP CL III24" RCP CL III 28' OF 15" HDPE @ 0.54%
2
4
"
H
D
P
E
30" HDPE 30" HDPE
7
6
5
4
3
2A
12
13
15
16
EX1
EX2
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
EX3
8
ES-A
5A
3A
ES-B153' OF 6" PVC SCH-40 @ 0.50%50' OF 6" PVC SCH-40 @ 0.50%50' OF 6" PVC SCH-40 @ 0.50%145' OF 6" PVC SCH-40 @ 0.50%
23A
ES-G
23
1
5
"
R
C
P
C
L
I
I
I
18
"
H
D
P
E
15" HDPE
17
18
ES-D
179' OF 6" PVC SCH-40 @ 0.50%BRF-D 24' OF 18" HDPE @ 0.50%
24" HDPE
13A
17A
15" HDPE
3B
2B
3
0
"
R
C
P
C
L
I
I
I
1
5
"
H
D
P
E
17B
PROVIDE 60"
BASE
STRUCTURE
3
6
"
R
C
P
C
L
I
I
I
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
C
1
5
5
.
5
2
'
S
5
1
°
4
1
'
0
8
"
E
EX4
EX3
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
0
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS700
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF17 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
INSET "A"
MA
T
C
H
L
I
N
E
IN
S
E
T
"
A
"
-
T
H
I
S
S
H
E
E
T
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
UT
I
L
I
T
Y
P
L
A
N
UTILITY NOTES
1. EXISTING WATER AND SEWER FACILITIES ON THIS SITE HAVE NOT BEEN ACCEPTED INTO FREDERICK WATER'S SYSTEM BOTH
SHALL BE EVALUATED BY THE OWNER FOR COMPLIANCE WITH FREDERICK WATER'S STANDARDS AND SPECIFICATIONS AND
ANY DEFICIENCIES CORRECTED. THE SYSTEM SHALL BE TESTED AND ALL WORK PERFORMED PER THE FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
STORM DRAINAGE STRUCTURE TABLE
ID
1
2
2A
2B
3
3A
3B
4
5
5A
5B
5B1
6
7
8
10
11
12
13
13A
14
15
16
17
17A
17B
18
20
21
23
23A
A
A1
B
BRF-A
BRF-B
BRF-C
BRF-D
BRF-G
C
ES-A
ES-B
ES-D
ES-G
EX1
EX2
EX3
EX4
R1
R2
R3
R4
R6
R7
R8
R9
R14A
R14B
RDRN-1
RDRN-3
RDRN-4
RDRN-5
RDRN-6
RDRN-7
RDRN-8
RDRN-9
RIM / TOP
674.25
676.98
676.50
677.13
676.37
676.00
676.00
676.00
676.00
678.82
678.40
681.48
676.47
679.55
680.34
673.69
674.26
676.03
676.01
678.00
678.40
677.96
679.09
676.04
677.03
676.17
676.50
683.07
678.15
674.67
677.87
674.34
674.45
674.33
673.00
673.75
673.00
672.55
677.79
674.54
674.52
674.72
673.27
673.81
672.59
672.34
672.85
671.27
679.55
678.40
678.40
678.40
678.53
678.40
678.40
678.40
678.40
679.09
675.43
674.53
676.68
676.26
675.64
675.63
675.73
676.65
INV IN (RUN) STR
666.95 (173 LF - 30" RCP CL III) 2
667.90 (102 LF - 30" RCP CL III) 2B
669.65 (45 LF - 15" HDPE) 2A
668.55 (99 LF - 30" RCP CL III) 3
669.15 (52 LF - 36" RCP CL III) 3B
670.70 (65 LF - 15" HDPE) 3A
669.60 (144 LF - 36" RCP CL III) 4
670.70 (134 LF - 36" RCP CL III) 5
671.75 (173 LF - 24" RCP CL III) 6
672.50 (65 LF - 15" HDPE) 5A
671.50 (110 LF - 18" HDPE) 5B
672.60 (167 LF - 18" HDPE) 5B1
673.90 (20 LF - 15" HDPE) RDRN-1
672.95 (133 LF - 18" HDPE) 7
674.10 (173 LF - 15" HDPE) 8
666.55 (210 LF - 30" HDPE) 11
668.00 (125 LF - 24" HDPE) 12
669.55 (167 LF - 24" HDPE) 13
670.90 (124 LF - 24" HDPE) 13A
671.70 (40 LF - 18" HDPE) 14
672.25 (93 LF - 15" HDPE) 15
672.50 (98 LF - 12" HDPE) R14B
672.50 (58 LF - 12" HDPE) R14A
673.45 (89 LF - 15" HDPE) 16
671.80 (33 LF - 15" HDPE) 17A
672.06 (182 LF - 15" HDPE) 17B
673.04 (23 LF - 15" HDPE) 18
672.00 (97 LF - 18" HDPE) BRF-G
672.50 (290 LF - 24" HDPE) 21
673.00 (79 LF - 15" RCP CL III) 23A
666.90 (29 LF - 15" HDPE) BRF-A
666.50 (125 LF - 24" RCP CL III) B
666.10 (74 LF - 30" RCP CL III) A
666.20 (129 LF - 30" RCP CL III) 1
667.10 (125 LF - 24" RCP CL III) C
667.60 (28 LF - 15" HDPE) BRF-C
667.28 (145 LF - 6" PVC SCH-40)
668.00 (153 LF - 6" PVC SCH-40)
667.75 (50 LF - 6" PVC SCH-40)
667.75 (50 LF - 6" PVC SCH-40)
666.40 (179 LF - 6" PVC SCH-40)
667.80 (28 LF - 18" HDPE) BRF-B
672.00 (103 LF - 27" HDPE) R1
672.75 (104 LF - 30" HDPE) R6
671.55 (22 LF - 18" HDPE) 17
671.30 (148 LF - 24" HDPE) 20
666.20 (21 LF - 30" HDPE) 10
666.20 (24 LF - 18" HDPE) BRF-D
665.94 (263 LF - 36" RCP CL III) EX1
664.97 (236 LF - 48" RCP CL IV) EX3
672.50 (216 LF - 27" HDPE) R2
673.50 (156 LF - 24" HDPE) R3
674.11 (20 LF - 15" HDPE) RDRN-6
674.25 (156 LF - 18" HDPE) R4
674.73 (20 LF - 15" HDPE) RDRN-5
673.16 (216 LF - 30" HDPE) R7
673.90 (156 LF - 24" HDPE) R8
674.43 (156 LF - 18" HDPE) R9
674.10 (20 LF - 15" HDPE) RDRN-7
INV OUT (RUN) STR
666.75 (129 LF - 30" RCP CL III) A1
667.70 (173 LF - 30" RCP CL III) 1
672.80 (45 LF - 15" HDPE) 2
668.35 (102 LF - 30" RCP CL III) 2
668.95 (99 LF - 30" RCP CL III) 2B
672.00 (65 LF - 15" HDPE) 3
669.40 (52 LF - 36" RCP CL III) 3
670.20 (144 LF - 36" RCP CL III) 3B
671.25 (134 LF - 36" RCP CL III) 4
672.80 (65 LF - 15" HDPE) 5
672.40 (110 LF - 18" HDPE) 5
673.90 (167 LF - 18" HDPE) 5B
672.45 (173 LF - 24" RCP CL III) 5
673.85 (133 LF - 18" HDPE) 6
675.00 (173 LF - 15" HDPE) 7
666.35 (21 LF - 30" HDPE) EX1
667.80 (210 LF - 30" HDPE) 10
669.35 (125 LF - 24" HDPE) 11
670.70 (167 LF - 24" HDPE) 12
671.50 (124 LF - 24" HDPE) 13
672.00 (40 LF - 18" HDPE) 13A
673.25 (93 LF - 15" HDPE) 13A
674.25 (89 LF - 15" HDPE) 15
671.70 (22 LF - 18" HDPE) ES-D
671.96 (33 LF - 15" HDPE) 17
672.94 (182 LF - 15" HDPE) 17A
673.15 (23 LF - 15" HDPE) 17B
671.90 (148 LF - 24" HDPE) ES-G
673.95 (290 LF - 24" HDPE) 20
676.20 (79 LF - 15" RCP CL III) 23
666.40 (74 LF - 30" RCP CL III) A1
665.87 (50 LF - 42" RCP CL IV)
667.00 (125 LF - 24" RCP CL III) A
667.25 (29 LF - 15" HDPE) A
668.00 (28 LF - 18" HDPE) C
667.75 (28 LF - 15" HDPE) B
666.32 (24 LF - 18" HDPE) EX1
672.40 (97 LF - 18" HDPE) 20
667.60 (125 LF - 24" RCP CL III) B
666.09 (263 LF - 36" RCP CL III) EX2
665.74 (250 LF - 15" RCP CL III)
665.35 (236 LF - 48" RCP CL IV) EX4
664.87 (82 LF - 48" RCP CL IV)
672.40 (103 LF - 27" HDPE) ES-A
673.40 (216 LF - 27" HDPE) R1
674.15 (156 LF - 24" HDPE) R2
674.90 (156 LF - 18" HDPE) R3
673.06 (104 LF - 30" HDPE) ES-B
673.80 (216 LF - 30" HDPE) R6
674.37 (156 LF - 24" HDPE) R7
674.90 (156 LF - 18" HDPE) R8
674.00 (58 LF - 12" HDPE) 14
674.00 (98 LF - 12" HDPE) 14
674.00 (20 LF - 15" HDPE) 5B1
673.10 (20 LF - 15" HDPE)
675.25 (20 LF - 15" HDPE)
674.83 (20 LF - 15" HDPE) R3
674.21 (20 LF - 15" HDPE) R2
674.20 (20 LF - 15" HDPE) R14B
674.30 (20 LF - 15" HDPE)
DESC.
60" MH
48" MH
DI-1
DI-2B (8' LT)
60" MH
DI-2C (6')
DI-1
DI-1
DI-1
DI-2A
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
DI-1
DI-2B (8' RT)
DI-2C (6')
48" MH
48" MH
DI-2C (8')
DI-2C (8')
48" MH
36" NYLOPLAST JUNCTION STRC.
DI-1
DI-2B (8' LT)
DI-2B (10' RT)
48" MH
48" MH
DI-2C (8')
48" MH
DI-1
ES-1 - 15"
ES-1 - 15"
48" MH
48" MH
48" MH
48" MH
48" MH
48" MH
48" MH
48" MH
48" MH
ES-1 - 27"
ES-1 - 27"
ES-1 (18")
ES-1 - 24"
GRATE
GRATE
GRATE
GRATE
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
36" NYLOPLAST JUNCTION STRC.
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
12"X4" DOWN SPOUT
STORM PROFILE - ES1-B TO R9
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
4
.
0
67
4
.
0
4
67
6
.
0
67
6
.
0
3
1+00
67
5
.
3
67
5
.
2
5
68
1
.
1
68
1
.
1
4
2+00
67
6
.
2
67
6
.
2
5
68
0
.
0
68
0
.
0
2
3+00
68
0
.
0
68
0
.
0
2
68
0
.
0
68
0
.
0
4
4+00
68
0
.
1
68
0
.
0
7
68
0
.
0
68
0
.
0
4
5+00
68
0
.
0
68
0
.
0
5
68
0
.
0
68
0
.
0
4
6+00
68
0
.
0
68
0
.
0
4
68
0
.
0
68
0
.
0
2
7+00
EXISTING GRADE
FINISHED GRADE
ST
R
.
E
S
-
B
(
T
Y
P
E
-
E
S
-
1
-
2
7
"
)
IN
V
6
7
2
.
7
5
(
R
6
)
104' OF 30"
HDPE @
0.30%
ST
R
.
R
6
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
5
3
IN
V
I
N
6
7
3
.
1
6
(
R
7
)
IN
V
O
U
T
6
7
3
.
0
6
(
E
S
-
B
)
216' OF 30"
HDPE @
0.30%
ST
R
.
R
7
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
3
.
9
0
(
R
8
)
IN
V
O
U
T
6
7
3
.
8
0
(
R
6
)
156' OF 24"
HDPE @
0.30%
ST
R
.
R
8
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
4
.
4
3
(
R
9
)
IN
V
O
U
T
6
7
4
.
3
7
(
R
7
)
156' OF 18"
HDPE @
0.30%
ST
R
.
R
9
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
O
U
T
6
7
4
.
9
0
(
R
8
)
FORE BAY
BIO-REMEDIATION
FILTER "B"
WATERLINE A - 8" DIP CL-52
27" CLEAR 20" MIN. CLEAR 18" MIN. CLEARWATERLINE A - 8" DIP CL-52 PROP. SAN - 6" SDR-35
STA. 5+88.46 - INV=672.47
STORM PROFILE - 20 TO BRF-G
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
EXISTING GRADE
FINISHED GRADE
STORM PROFILE - ES1-G TO 21
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
8
.
9
67
8
.
9
1
68
3
.
1
68
3
.
0
7
1+00
68
5
.
5
68
5
.
5
3
68
0
.
2
68
0
.
2
3
1+96.98
68
0
.
8
68
0
.
8
2
97' OF 18"
HDPE @
0.41%
ST
R
.
2
0
(
4
8
"
M
H
)
RI
M
6
8
3
.
0
7
IN
V
I
N
6
7
2
.
0
0
(
B
R
F
-
G
)
IN
V
I
N
6
7
2
.
5
0
(
2
1
)
IN
V
O
U
T
6
7
1
.
9
0
(
E
S
-
G
)
ST
R
.
B
R
F
-
G
(
4
8
"
M
H
)
RI
M
6
7
7
.
7
9
IN
V
O
U
T
6
7
2
.
4
0
(
2
0
)
EXISTING GRADE
FINISHED GRADE
ST
R
.
E
S
-
G
(
T
Y
P
E
-
E
S
-
1
-
2
4
"
)
IN
V
6
7
1
.
3
0
(
2
0
)
ST
R
.
2
1
(
D
I
-
1
)
RI
M
6
7
8
.
1
5
IN
V
O
U
T
6
7
3
.
9
5
(
2
0
)
290' OF 24"
HDPE @
0.50%
ST
R
.
2
0
(
4
8
"
M
H
)
RI
M
6
8
3
.
0
7
IN
V
I
N
6
7
2
.
0
0
(
B
R
F
-
G
)
IN
V
I
N
6
7
2
.
5
0
(
2
1
)
IN
V
O
U
T
6
7
1
.
9
0
(
E
S
-
G
)
148' OF 24"
HDPE @
0.41%
PROVIDE 60" BASE
STRUCTURE
STORM PROFILE - CULVERT 23-23A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
650
660
670
680
690
0+00
67
0
.
2
67
0
.
2
0
67
1
.
6
67
1
.
6
3
1+00
67
6
.
2
67
6
.
1
6
67
7
.
0
67
6
.
9
9
2+00
67
7
.
9
67
7
.
9
3
2+00
67
7
.
9
67
7
.
9
3
ST
R
.
2
3
(
T
Y
P
E
-
E
S
-
1
-
1
5
"
)
IN
V
6
7
3
.
0
0
(
2
3
A
)
ST
R
.
2
3
A
(
T
Y
P
E
-
E
S
-
1
-
1
5
"
)
IN
V
6
7
6
.
2
0
(
2
3
)
79' OF
1
5
"
RCP CL
I
I
I
@
4.04%
EXISTING GRADE
FINISHED GRADE
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
0
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS710
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF18 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
S
T
R
U
C
T
U
R
E
S
&
PR
O
F
I
L
E
S
CONSTRUCTION NOTES
1.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE FROM DOWN SPOUTS TO STORM DRAINAGE NETWORK.
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT ON EXACT DIMENSIONS
OF DOWNSPOUTS, PIPING / FITTING SPECIFICATIONS.
STORM PROFILE - A1 TO 8
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
700
650
660
670
680
690
700
0+00
67
3
.
3
67
3
.
2
9
67
3
.
3
67
3
.
2
9
1+00
67
3
.
9
67
3
.
9
5
67
4
.
5
67
4
.
4
6
2+00
67
4
.
4
67
4
.
4
4
67
4
.
7
67
4
.
7
5
3+00
67
5
.
0
67
4
.
9
8
67
5
.
6
67
5
.
5
6
4+00
67
5
.
9
67
5
.
9
0
67
6
.
8
67
6
.
7
8
5+00
67
6
.
7
67
6
.
6
5
67
6
.
8
67
6
.
8
3
6+00
67
6
.
7
67
6
.
6
7
67
6
.
5
67
6
.
5
3
7+00
67
6
.
7
67
6
.
6
7
67
6
.
6
67
6
.
6
0
8+00
67
6
.
5
67
6
.
5
0
67
5
.
6
67
5
.
6
2
9+00
67
4
.
6
67
4
.
6
2
67
9
.
0
67
8
.
9
9
10+00
67
9
.
2
67
9
.
2
4
68
5
.
4
68
5
.
3
9
11+00
68
4
.
2
68
4
.
1
8
68
2
.
8
68
2
.
8
2
12+00
68
3
.
3
68
3
.
2
7
68
4
.
8
68
4
.
7
8
13+00
68
7
.
3
68
7
.
2
8
68
7
.
4
68
7
.
4
2
13+95.59
68
6
.
4
68
6
.
4
0
ST
R
.
A
1
(
4
8
"
M
H
)
RI
M
6
7
4
.
4
5
IN
V
I
N
6
6
6
.
1
0
(
A
)
IN
V
I
N
6
6
6
.
2
0
(
1
)
IN
V
O
U
T
6
6
5
.
8
7
(
)
129' OF 30"
RCP CL III @
0.43%
173' OF 30"
RCP CL III @
0.43%
99' OF 30"
RCP CL III @
0.41%
144' OF 36"
RCP CL III @
0.42%
134' OF 36"
RCP CL III @
0.41%
173' OF 24"
RCP CL III @
0.40%
133' OF 18"
HDPE @
0.68%
ST
R
.
8
(
D
I
-
2
C
(
6
'
)
)
RI
M
6
8
0
.
3
4
IN
V
O
U
T
6
7
5
.
0
0
(
7
)
173' OF 15"
HDPE @
0.52%
ST
R
.
7
(
D
I
-
2
B
(
8
'
R
T
)
)
RI
M
6
7
9
.
5
5
IN
V
I
N
6
7
4
.
1
0
(
8
)
IN
V
O
U
T
6
7
3
.
8
5
(
6
)
ST
R
.
6
(
D
I
-
1
)
RI
M
6
7
6
.
4
7
IN
V
I
N
6
7
2
.
9
5
(
7
)
IN
V
O
U
T
6
7
2
.
4
5
(
5
)
ST
R
.
4
(
D
I
-
1
)
RI
M
6
7
6
.
0
0
IN
V
I
N
6
7
0
.
7
0
(
5
)
IN
V
O
U
T
6
7
0
.
2
0
(
3
B
)
ST
R
.
3
(
6
0
"
M
H
)
RI
M
6
7
6
.
3
7
IN
V
I
N
6
6
9
.
1
5
(
3
B
)
IN
V
I
N
6
7
0
.
7
0
(
3
A
)
IN
V
O
U
T
6
6
8
.
9
5
(
2
B
)
6"
O
R
I
F
I
C
E
6
6
8
.
9
5
ST
R
.
2
(
4
8
"
M
H
)
RI
M
6
7
6
.
9
8
IN
V
I
N
6
6
7
.
9
0
(
2
B
)
IN
V
I
N
6
6
9
.
6
5
(
2
A
)
IN
V
O
U
T
6
6
7
.
7
0
(
1
)
ST
R
.
1
(
6
0
"
M
H
)
RI
M
6
7
4
.
2
5
IN
V
I
N
6
6
6
.
9
5
(
2
)
IN
V
O
U
T
6
6
6
.
7
5
(
A
1
)
EX. 42" RCP CL IV @ 0.26%
EXISTING GRADE
FINISHED GRADE
RE-LOCATED WATERLINE A - 10" DIP CL-52
19" MIN. CLEAR
WATERLINE B - 8" DIP CL-52
18" MIN. CLEAR
ST
R
.
2
B
(
D
I
-
2
B
(
8
'
L
T
)
)
RI
M
6
7
7
.
1
3
IN
V
I
N
6
6
8
.
5
5
(
3
)
IN
V
O
U
T
6
6
8
.
3
5
(
2
)
ST
R
.
3
B
(
D
I
-
1
)
RI
M
6
7
6
.
0
0
IN
V
I
N
6
6
9
.
6
0
(
4
)
IN
V
O
U
T
6
6
9
.
4
0
(
3
)
WATERLINE B - 8" DIP CL-52
18" MIN. CLEAR
102' OF 30"
RCP CL III @
0.44%
52' OF 36"
RCP CL III @
0.48%
ST
R
.
5
(
D
I
-
1
)
RI
M
6
7
6
.
0
0
IN
V
I
N
6
7
1
.
7
5
(
6
)
IN
V
I
N
6
7
2
.
5
0
(
5
A
)
IN
V
I
N
6
7
1
.
5
0
(
5
B
)
IN
V
O
U
T
6
7
1
.
2
5
(
4
)
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
0
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS711
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF19 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
P
R
O
F
I
L
E
S
STORM PROFILE - EX1 TO 16
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
700
650
660
670
680
690
700
0+00
67
3
.
4
67
3
.
4
1
67
2
.
6
67
2
.
5
9
1+00
67
5
.
0
67
5
.
0
0
67
5
.
0
67
4
.
9
8
2+00
67
5
.
5
67
5
.
5
1
67
6
.
1
67
6
.
1
3
3+00
67
6
.
0
67
5
.
9
8
67
6
.
2
67
6
.
2
3
4+00
67
8
.
5
67
8
.
4
8
68
0
.
4
68
0
.
4
3
5+00
68
0
.
3
68
0
.
3
4
69
6
.
9
69
6
.
9
1
6+00
69
0
.
2
69
0
.
2
3
67
8
.
8
67
8
.
7
8
7+00
67
7
.
4
67
7
.
3
7
67
9
.
4
67
9
.
3
6
8+00
68
1
.
1
68
1
.
1
3
68
2
.
8
68
2
.
8
1
9+00
68
3
.
6
68
3
.
5
9
9+04.23
68
3
.
6
68
3
.
6
0
ST
R
.
1
6
(
D
I
-
2
B
(
8
'
L
T
)
)
RI
M
6
7
9
.
0
9
IN
V
O
U
T
6
7
4
.
2
5
(
1
5
)
ST
R
.
1
5
(
D
I
-
1
)
RI
M
6
7
7
.
9
6
IN
V
I
N
6
7
3
.
4
5
(
1
6
)
IN
V
O
U
T
6
7
3
.
2
5
(
1
3
A
)
93' OF 15"
HDPE @
1.07%
89' OF 15"
HDPE @
0.90%
ST
R
.
1
3
(
D
I
-
2
C
(
8
'
)
)
RI
M
6
7
6
.
0
1
IN
V
I
N
6
7
0
.
9
0
(
1
3
A
)
IN
V
O
U
T
6
7
0
.
7
0
(
1
2
)
167' OF 24"
HDPE @
0.69%
ST
R
.
1
2
(
D
I
-
2
C
(
8
'
)
)
RI
M
6
7
6
.
0
3
IN
V
I
N
6
6
9
.
5
5
(
1
3
)
IN
V
O
U
T
6
6
9
.
3
5
(
1
1
)
125' OF 24"
HDPE @
1.08%
ST
R
.
1
1
(
4
8
"
M
H
)
RI
M
6
7
4
.
2
6
IN
V
I
N
6
6
8
.
0
0
(
1
2
)
IN
V
O
U
T
6
6
7
.
8
0
(
1
0
)
210' OF 30"
HDPE @
0.60%
ST
R
.
1
0
(
4
8
"
M
H
)
RI
M
6
7
3
.
6
9
IN
V
I
N
6
6
6
.
5
5
(
1
1
)
IN
V
O
U
T
6
6
6
.
3
5
(
E
X
1
)
21' OF 30" HDPE @ 0.71%
EX. 36" RCP @ 0.06%
ST
R
.
E
X
1
(
G
R
A
T
E
)
RI
M
6
7
2
.
5
9
IN
V
I
N
6
6
6
.
2
0
(
1
0
)
IN
V
I
N
6
6
6
.
2
0
(
B
R
F
-
D
)
IN
V
O
U
T
6
6
6
.
0
9
(
E
X
2
)
EXISTING GRADE
FINISHED GRADE
18" MIN. CLEAR
ST
R
.
1
3
A
(
4
8
"
M
H
)
RI
M
6
7
8
.
0
0
IN
V
I
N
6
7
1
.
7
0
(
1
4
)
IN
V
I
N
6
7
2
.
2
5
(
1
5
)
IN
V
O
U
T
6
7
1
.
5
0
(
1
3
)
124' OF 24"
HDPE @
0.48%
WATERLINE A - 8" DIP CL-52
PROP. SAN - 8" SDR-35
STA. 3+57.38 - INV=672.39
WATERLINE A - 8" DIP CL-52
18" MIN. CLEAR
18" MIN. CLEAR
29" CLEAR
STORM PROFILE - ES-D TO 18
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
660
670
680
690
0+00
67
6
.
2
67
6
.
2
4
67
6
.
2
67
6
.
1
6
1+00
67
6
.
2
67
6
.
1
7
67
6
.
3
67
6
.
2
5
2+00
67
6
.
5
67
6
.
4
6
67
6
.
6
67
6
.
6
0
3+00
67
6
.
4
67
6
.
3
7
68
0
.
0
68
0
.
0
0
3+65.65
68
0
.
0
68
0
.
0
1
ST
R
.
1
8
(
D
I
-
2
C
(
8
'
)
)
RI
M
6
7
6
.
5
0
IN
V
O
U
T
6
7
3
.
1
5
(
1
7
B
)
23' OF 15" HDPE @ 0.48%
ST
R
.
1
7
(
D
I
-
2
B
(
1
0
'
R
T
)
)
RI
M
6
7
6
.
0
4
IN
V
I
N
6
7
1
.
8
0
(
1
7
A
)
IN
V
O
U
T
6
7
1
.
7
0
(
E
S
-
D
)
22' OF 18" HDPE @ 0.68%
ST
R
.
E
S
-
D
(
T
Y
P
E
-
E
S
-
1
(
1
8
"
)
)
IN
V
6
7
1
.
5
5
(
1
7
)
EXISTING GRADE
FINISHED GRADE
ST
R
.
1
7
A
(
4
8
"
M
H
)
RI
M
6
7
7
.
0
3
IN
V
I
N
6
7
2
.
0
6
(
1
7
B
)
IN
V
O
U
T
6
7
1
.
9
6
(
1
7
)
33' OF 15"
HDPE @
0.49%
182' OF 15"
HDPE @
0.48%
ST
R
.
1
7
B
(
4
8
"
M
H
)
RI
M
6
7
6
.
1
7
IN
V
I
N
6
7
3
.
0
4
(
1
8
)
IN
V
O
U
T
6
7
2
.
9
4
(
1
7
A
)
8" SDR-35 @ 0.48%
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS712
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF20 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
P
R
O
F
I
L
E
S
STORM PROFILE - 14 - R14B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
6
.
2
67
6
.
2
0
67
6
.
9
67
6
.
8
6
1+00
67
8
.
7
67
8
.
6
8
68
0
.
1
68
0
.
1
2
2+00
68
3
.
5
68
3
.
4
5
2+00
68
3
.
5
68
3
.
4
5
ST
R
.
1
4
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
2
.
5
0
(
R
1
4
B
)
IN
V
I
N
6
7
2
.
5
0
(
R
1
4
A
)
IN
V
O
U
T
6
7
2
.
0
0
(
1
3
A
)
98' OF 12"
HDPE @
1.54%
ST
R
.
R
1
4
B
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
9
.
0
9
IN
V
I
N
6
7
4
.
1
0
(
R
D
R
N
-
7
)
IN
V
O
U
T
6
7
4
.
0
0
(
1
4
)
EXISTING GRADE
FINISHED GRADE
ST
R
.
1
4
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
2
.
5
0
(
R
1
4
B
)
IN
V
I
N
6
7
2
.
5
0
(
R
1
4
A
)
IN
V
O
U
T
6
7
2
.
0
0
(
1
3
A
)
STORM PROFILE - 13A TO R14A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
8
.
1
67
8
.
1
1
67
6
.
7
67
6
.
7
0
1+00
67
6
.
2
67
6
.
2
0
67
7
.
7
67
7
.
7
3
2+00
68
0
.
0
68
0
.
0
3
ST
R
.
1
4
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
2
.
5
0
(
R
1
4
B
)
IN
V
I
N
6
7
2
.
5
0
(
R
1
4
A
)
IN
V
O
U
T
6
7
2
.
0
0
(
1
3
A
)
58' OF 12"
HDPE @
2.57%
ST
R
.
R
1
4
A
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
O
U
T
6
7
4
.
0
0
(
1
4
)
40' OF 18"
HDPE @
0.74%
EXISTING GRADE
FINISHED GRADE
13
A
4
8
"
M
H
GR
A
T
E
6
7
8
.
0
0
IN
V
I
N
6
7
1
.
7
0
(
1
3
A
T
O
1
4
)
IN
V
I
N
6
7
2
.
2
5
(
1
3
A
T
O
1
5
)
IN
V
O
U
T
6
7
1
.
5
0
(
1
3
T
O
1
3
A
)
STORM PROFILE - 2 TO 2A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
7
.
5
67
7
.
5
2
67
5
.
7
67
5
.
7
1
1+00
67
8
.
6
67
8
.
5
8
1+50
68
0
.
0
67
9
.
9
8
ST
R
.
2
(
4
8
"
M
H
)
RI
M
6
7
6
.
9
8
IN
V
I
N
6
6
7
.
9
0
(
2
B
)
IN
V
I
N
6
6
9
.
6
5
(
2
A
)
IN
V
O
U
T
6
6
7
.
7
0
(
1
)
45' OF 15" HDPE @ 6.93%
ST
R
.
2
A
(
D
I
-
1
)
RI
M
6
7
6
.
5
0
IN
V
O
U
T
6
7
2
.
8
0
(
2
)
EXISTING GRADE
FINISHED GRADE
WATERLINE B - 8" DIP CL-52
18" MIN. CLEAR
STORM PROFILE - 3 TO 3A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
6
.
6
67
6
.
6
3
67
7
.
0
67
6
.
9
6
1+00
67
6
.
7
67
6
.
6
8
1+17
67
6
.
8
67
6
.
8
0
ST
R
.
3
A
(
D
I
-
2
C
(
6
'
)
)
RI
M
6
7
6
.
0
0
IN
V
O
U
T
6
7
2
.
0
0
(
3
)
65' OF 15"
HDPE @
1.99%
ST
R
.
3
(
6
0
"
M
H
)
RI
M
6
7
6
.
3
7
IN
V
I
N
6
6
9
.
1
5
(
3
B
)
IN
V
I
N
6
7
0
.
7
0
(
3
A
)
IN
V
O
U
T
6
6
8
.
9
5
(
2
B
)
EXISTING GRADE
FINISHED GRADE
STORM PROFILE - 5 TO 5A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
5
.
4
67
5
.
4
0
67
4
.
6
67
4
.
6
4
1+00
67
9
.
3
67
9
.
3
4
1+45.53
68
3
.
8
68
3
.
8
0
ST
R
.
5
A
(
D
I
-
2
A
)
RI
M
6
7
8
.
8
2
IN
V
O
U
T
6
7
2
.
8
0
(
5
)
65' OF 15" HDPE @ 0.46%
EXISTING GRADE
FINISHED GRADE
ST
R
.
5
(
D
I
-
1
)
RI
M
6
7
6
.
0
0
IN
V
I
N
6
7
1
.
7
5
(
6
)
IN
V
I
N
6
7
2
.
5
0
(
5
A
)
IN
V
I
N
6
7
1
.
5
0
(
5
B
)
IN
V
O
U
T
6
7
1
.
2
5
(
4
)
STORM PROFILE - 5 TO 5B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
67
9
.
7
67
9
.
6
7
67
4
.
7
67
4
.
6
8
1+00
67
5
.
4
67
5
.
4
3
67
5
.
2
67
5
.
2
4
1+93.68
67
5
.
4
67
5
.
4
3
110' OF 18"
HDPE @
0.82%
ST
R
.
5
(
D
I
-
1
)
RI
M
6
7
6
.
0
0
IN
V
I
N
6
7
1
.
7
5
(
6
)
IN
V
I
N
6
7
2
.
5
0
(
5
A
)
IN
V
I
N
6
7
1
.
5
0
(
5
B
)
IN
V
O
U
T
6
7
1
.
2
5
(
4
)
EXISTING GRADE
FINISHED GRADE
WATERLINE B - 8" DIP CL-52
18" MIN. CLEAR
FFE=682.60
ST
R
.
5
B
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
2
.
6
0
(
5
B
1
)
IN
V
O
U
T
6
7
2
.
4
0
(
5
)
STORM PROFILE - 5B TO 5B1
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
68
0
.
1
68
0
.
1
1
67
4
.
7
67
4
.
6
9
1+00
67
4
.
2
67
4
.
2
1
67
3
.
5
67
3
.
5
1
2+00
67
3
.
8
67
3
.
8
4
2+50
68
0
.
9
68
0
.
8
8
167' OF 18"
HDPE @
0.78%
ST
R
.
5
B
1
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
8
1
.
4
8
IN
V
I
N
6
7
3
.
9
0
(
R
D
R
N
-
1
)
IN
V
O
U
T
6
7
3
.
9
0
(
5
B
)
ST
R
.
5
B
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
2
.
6
0
(
5
B
1
)
IN
V
O
U
T
6
7
2
.
4
0
(
5
)
EXISTING GRADE
FINISHED GRADE
STORM PROFILE - BRF-D TO EX1
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
650
660
670
680
690
0+00
67
4
.
7
67
4
.
7
5
67
2
.
8
67
2
.
7
8
1+00
67
4
.
2
67
4
.
2
3
1+50
67
5
.
3
67
5
.
2
6
ST
R
.
B
R
F
-
D
(
4
8
"
M
H
)
RI
M
6
7
2
.
5
5
IN
V
I
N
6
6
6
.
4
0
(
)
IN
V
O
U
T
6
6
6
.
3
2
(
E
X
1
)
24' OF 18"
HDPE @
0.50%
ST
R
.
E
X
1
(
G
R
A
T
E
)
RI
M
6
7
2
.
5
9
IN
V
I
N
6
6
6
.
2
0
(
1
0
)
IN
V
I
N
6
6
6
.
2
0
(
B
R
F
-
D
)
IN
V
O
U
T
6
6
6
.
0
9
(
E
X
2
)
EXISTING GRADE
FINISHED GRADE
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
3
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS713
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF21 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
P
R
O
F
I
L
E
S
STORM PROFILE - ES1-A TO R4
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
700
650
660
670
680
690
700
0+00
67
4
.
5
67
4
.
4
9
67
4
.
4
67
4
.
4
2
1+00
67
4
.
4
67
4
.
4
4
67
4
.
5
67
4
.
4
7
2+00
67
7
.
1
67
7
.
0
9
68
0
.
0
68
0
.
0
1
3+00
68
0
.
0
68
0
.
0
2
68
0
.
0
68
0
.
0
1
4+00
68
0
.
0
68
0
.
0
2
68
0
.
0
68
0
.
0
3
5+00
68
0
.
1
68
0
.
0
6
68
0
.
1
68
0
.
0
6
6+00
68
0
.
1
68
0
.
0
7
68
0
.
1
68
0
.
0
7
6+98.54
68
0
.
1
68
0
.
1
2
ST
R
.
R
2
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
3
.
5
0
(
R
3
)
IN
V
I
N
6
7
4
.
1
1
(
R
D
R
N
-
6
)
IN
V
O
U
T
6
7
3
.
4
0
(
R
1
)
ST
R
.
R
3
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
I
N
6
7
4
.
2
5
(
R
4
)
IN
V
I
N
6
7
4
.
7
3
(
R
D
R
N
-
5
)
IN
V
O
U
T
6
7
4
.
1
5
(
R
2
)
ST
R
.
R
4
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
8
.
4
0
IN
V
O
U
T
6
7
4
.
9
0
(
R
3
)
156' OF 18"
HDPE @
0.42%156' OF 24"
HDPE @
0.42%216' OF 27"
HDPE @
0.42%
ST
R
.
R
1
(
3
6
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
S
T
R
C
.
)
RI
M
6
7
9
.
5
5
IN
V
I
N
6
7
2
.
5
0
(
R
2
)
IN
V
O
U
T
6
7
2
.
4
0
(
E
S
-
A
)
103' OF 27"
HDPE @
0.39%
ST
R
.
E
S
-
A
(
T
Y
P
E
-
E
S
-
1
-
2
7
"
)
IN
V
6
7
2
.
0
0
(
R
1
)
EXISTING GRADE
FINISHED GRADE
FORE BAY
BIO-REMEDIATION
FILTER "A"
EXISTING WATERLINE A 10" DIP CL-52
63" CLEAR
STORM PROFILE - A1 TO BRF-B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
690
650
660
670
680
690
0+00
67
3
.
6
67
3
.
6
4
67
4
.
1
67
4
.
1
4
1+00
67
5
.
3
67
5
.
3
4
67
5
.
6
67
5
.
5
6
2+00
67
5
.
7
67
5
.
7
5
67
5
.
8
67
5
.
7
9
3+00
67
5
.
3
67
5
.
3
3
67
6
.
1
67
6
.
0
7
4+00
67
5
.
6
67
5
.
6
0
4+20.75
67
5
.
7
67
5
.
6
7
BIO-REMEDIATION
FILTER "B"
ST
R
.
B
R
F
-
B
(
4
8
"
M
H
)
RI
M
6
7
3
.
7
5
IN
V
I
N
6
6
8
.
0
0
(
)
IN
V
O
U
T
6
6
8
.
0
0
(
C
)
125' OF 24"
RCP CL III @
0.40%
ST
R
.
C
(
4
8
"
M
H
)
RI
M
6
7
4
.
5
4
IN
V
I
N
6
6
7
.
8
0
(
B
R
F
-
B
)
IN
V
O
U
T
6
6
7
.
6
0
(
B
)
28' OF 18"
HDPE @
0.72%125' OF 24"
RCP CL III @
0.40%
ST
R
.
B
(
4
8
"
M
H
)
RI
M
6
7
4
.
3
3
IN
V
I
N
6
6
7
.
1
0
(
C
)
IN
V
I
N
6
6
7
.
6
0
(
B
R
F
-
C
)
IN
V
O
U
T
6
6
7
.
0
0
(
A
)
74' OF 30"
RCP CL III @
0.40%
ST
R
.
A
1
(
4
8
"
M
H
)
RI
M
6
7
4
.
4
5
IN
V
I
N
6
6
6
.
1
0
(
A
)
IN
V
I
N
6
6
6
.
2
0
(
1
)
IN
V
O
U
T
6
6
5
.
8
7
(
)
ST
R
.
A
(
4
8
"
M
H
)
RI
M
6
7
4
.
3
4
IN
V
I
N
6
6
6
.
9
0
(
B
R
F
-
A
)
IN
V
I
N
6
6
6
.
5
0
(
B
)
IN
V
O
U
T
6
6
6
.
4
0
(
A
1
)
EXISTING GRADE
FINISHED GRADE
FINISHED GRADE
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
4
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS714
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF22 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
P
R
O
F
I
L
E
S
CONSTRUCTION NOTES
1.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE FROM DOWN SPOUTS TO STORM DRAINAGE NETWORK.
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT ON EXACT DIMENSIONS
OF DOWNSPOUTS, PIPING / FITTING SPECIFICATIONS.
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
5
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS715
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF23 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
S
E
W
E
R
D
E
T
A
I
L
S
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
6
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
2
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS716
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF23A 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
S
E
W
E
R
C
O
M
P
U
T
A
T
I
O
N
S
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
1
7
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
2
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS717
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF23B 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
ST
O
R
M
S
E
W
E
R
C
O
M
P
U
T
A
T
I
O
N
S
WATERLINE A (CONT.)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
24+00
67
7
.
3
67
7
.
6
1
67
8
.
6
67
7
.
6
1
25+00
68
6
.
4
67
7
.
6
3
68
1
.
0
67
8
.
6
6
26+00
68
2
.
2
68
0
.
2
2
68
5
.
2
68
0
.
7
6
27+00
69
0
.
7
67
9
.
8
0
69
0
.
7
67
9
.
5
8
28+00
69
0
.
1
68
0
.
4
4
68
9
.
0
68
0
.
7
7
29+00
68
8
.
1
68
1
.
2
0
WATERLINE "A" - 8" DIP CL-52
FINISHED GRADE
EXISTING GRADE
18" MIN. CLEAR
48" MIN. COVER
PROP. STORM - 24" HDPE
STA. 24+43.74 - INV. 671.31
8"
T
E
E
-
S
T
A
.
2
6
+
3
1
.
4
3
WA
T
E
R
L
I
N
E
B
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
6
+
2
6
.
9
3
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
6
+
3
5
.
9
3
45
°
B
E
N
D
S
T
A
.
2
6
+
6
1
.
0
7
45
°
B
E
N
D
S
T
A
.
2
6
+
7
2
.
3
8
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
8
+
0
0
FL
U
S
H
I
N
G
A
S
M
.
S
T
A
.
2
8
+
2
4
.
3
2
STUBOUT STA.=0+25
END WATERLINE A
8" STUB OUT
1-JL WITH 8" PLUG
WATERLINE A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
10+00
67
5
.
2
67
6
.
8
11+00
67
6
.
8
67
4
.
8
67
7
.
6
9
12+00
67
4
.
5
67
7
.
4
4
67
4
.
3
67
7
.
3
8
13+00
67
4
.
6
67
7
.
1
4
67
5
.
2
67
6
.
9
0
14+00
67
5
.
6
67
6
.
8
1
67
5
.
7
67
7
.
1
7
15+00
67
5
.
1
67
7
.
0
0
67
5
.
3
67
6
.
8
3
16+00
67
5
.
7
67
7
.
1
1
67
6
.
1
67
7
.
3
1
17+00
67
5
.
5
67
7
.
3
2
67
5
.
4
67
7
.
3
2
18+00
67
8
.
8
67
7
.
9
4
67
9
.
1
67
8
.
5
6
19+00
68
0
.
0
67
7
.
8
1
68
0
.
0
67
7
.
2
6
20+00
68
0
.
0
67
7
.
4
5
68
0
.
0
67
7
.
6
1
21+00
68
0
.
0
67
7
.
5
9
68
0
.
0
67
7
.
4
3
22+00
67
9
.
9
67
7
.
6
1
68
0
.
0
67
7
.
6
1
23+00
68
0
.
0
67
7
.
6
1
67
8
.
9
67
7
.
6
1
24+00
67
7
.
3
67
7
.
6
1
24+50
67
8
.
6
67
7
.
6
1
45
°
B
E
N
D
S
T
A
.
1
7
+
6
1
.
7
9
45
°
B
E
N
D
S
T
A
.
1
7
+
7
8
.
1
9
FH
A
S
M
.
-
8
"
X
6
"
T
E
E
-
S
T
A
.
1
8
+
6
6
.
4
3
8"
C
R
O
S
S
(
2
-
6
"
R
E
D
.
)
-
S
T
A
.
2
2
+
1
0
.
4
3
8"
S
E
R
V
.
T
O
B
L
D
G
-
S
T
A
.
2
2
+
2
3
.
8
6
8"
T
E
E
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
2
+
1
9
.
3
6
EX. WATERLINE "A" - 10" DIP CL-52
(BASED ON DESIGN BY OTHERS)
WATERLINE "A" - 8" DIP CL-52
FINISHED GRADE
EXISTING GRADE
FINISHED GRADE
EXISTING GRADE
18" MIN. CLEAR
18" MIN. CLEAR
48" MIN. COVER
PROP. STORM - 30" RCP CL III
STA. 11+30.47 - INV. 667.37
PROP. STORM - 27" HDPE
STA. 12+04.78 - INV. 672.21
PROP. STORM - 30" HDPE
STA. 17+22.50 - INV. 672.92 PROP. SAN LAT - 6" SDR-35 (WITH 10" SLEEVE)
STA. 22+35.86 - INV. 671.71
PROP. STORM - 24" HDPE
STA. 24+43.74 - INV. 671.31
TEST PIT
ST
A
1
1
+
0
7
.
1
1
-
E
X
.
G
A
S
L
I
N
E
TEST PIT
ST
A
1
2
+
0
8
.
4
3
-
V
E
R
I
F
Y
M
I
N
.
C
L
E
A
R
A
N
C
E
(
1
8
"
)
PORTION OF EX. 10"
WATERLINE TO BE REMOVED
RELOCATE EX. 10" WATERLINE
& MAINTAIN 18" MIN. CLEAR TO
PROP. STORM PIPE
PROP. 10" WATERLINE DIP CL-52
WA
T
E
R
L
I
N
E
B
10
"
T
E
E
-
S
T
A
.
1
1
+
5
0
.
4
7
GA
T
E
V
A
L
V
E
-
S
T
A
.
1
1
+
4
5
.
4
7
GA
T
E
V
A
L
V
E
-
S
T
A
.
1
1
+
5
5
.
4
7
8"
T
E
E
-
S
T
A
.
2
3
+
0
8
.
6
2
8"
S
T
U
B
O
U
T
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
3
+
0
4
.
1
2
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
3
+
1
3
.
1
2
FH
A
S
M
.
-
1
0
"
X
6
"
T
E
E
-
S
T
A
.
1
4
+
6
7
.
3
6
GA
T
E
V
A
L
V
E
-
S
T
A
.
2
2
+
0
5
.
9
3
10
"
X
8
"
R
E
D
U
C
E
R
-
S
T
A
.
1
6
+
7
7
.
3
9
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
-
S
T
A
.
1
6
+
8
1
7" CLEAR TO SLEEVE
18" MIN. CLEAR
STUBOUT
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+00
68
0
.
0
67
7
.
8
6
67
9
.
7
67
7
.
3
3
1+00
68
0
.
2
67
6
.
5
1
1+50
68
0
.
5
67
5
.
7
0
8"
T
E
E
-
S
T
A
.
0
+
2
5
WA
T
E
R
L
I
N
E
A
GA
T
E
V
A
L
V
E
-
S
T
A
.
0
+
9
5
WATERLINE "STUBOUT"
8" DIP CL-52
FINISHED GRADE
EXISTING GRADE
END STUBOUT
1-JL WITH 8" PLUG
FL
U
S
H
I
N
G
A
S
M
.
S
T
A
.
1
+
4
4
.
5
4
PROP. STORM - 24" HDPE
STA. 1+10.78 - INV. 669.77
18" MIN. CLEAR
18" MIN. CLEAR
SANITARY SERVICE LATERAL
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
660
670
680
690
-0+50 0+00
67
6
.
3
67
6
.
2
8
67
6
.
2
67
6
.
2
2
1+00
67
9
.
7
67
9
.
7
5
68
0
.
0
68
0
.
0
4
2+00
68
0
.
1
68
0
.
0
5
2+50
60' OF 6" SDR-35 @ 0.88%
RI
M
6
7
7
.
8
6
CO
2
C
L
E
A
N
O
U
T
IN
V
I
N
6
7
1
.
9
3
(
)
IN
V
O
U
T
6
7
1
.
9
3
(
C
O
1
)
75' OF 6" SDR-35 @ 1.00
%
RI
M
6
7
7
.
0
1
EX
S
M
H
1
4
8
"
M
H
IN
V
I
N
6
7
1
.
2
7
(
C
O
1
)
IN
V
I
N
6
7
1
.
7
1
(
)
IN
V
O
U
T
6
7
1
.
0
7
(
)
79' OF 8" SDR-35 @ 1.
0
0
%
PROP. STORM - 24" HDPE
STA. 0+10.83 - INV. 668.83
PROP. STORM - 18" HDPE
STA. 2+02.65 - INV. 674.61
18" MIN. CLEAR
10" PVC SLEEVE
PROP. WATERLINE A - 8" DIP
STA. 1+23.69
7" CLEAR TO SLEEVE
FINISHED GRADE
EXISTING GRADE
10' OF 6" SDR-35 @ 1.31%
RI
M
6
7
7
.
0
8
CO
1
C
L
E
A
N
O
U
T
IN
V
I
N
6
7
1
.
4
0
(
C
O
2
)
IN
V
O
U
T
6
7
1
.
4
0
(
E
X
S
M
H
1
)
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
2
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
2
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS720
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF24 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
WA
T
E
R
L
I
N
E
P
R
O
F
I
L
E
WATERLINE B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
660
670
680
690
700
660
670
680
690
700
0+30
67
4
.
7
67
7
.
4
5
67
4
.
8
67
7
.
6
9
1+00
67
5
.
3
67
7
.
4
9
67
6
.
0
67
6
.
9
2
2+00
67
6
.
1
67
7
.
5
3
67
6
.
4
67
7
.
6
5
3+00
67
6
.
7
67
7
.
2
0
67
6
.
8
67
6
.
9
4
4+00
67
7
.
2
67
6
.
8
7
67
7
.
3
67
7
.
0
5
5+00
67
7
.
5
67
6
.
8
7
67
7
.
4
67
6
.
9
1
6+00
67
6
.
7
67
7
.
0
2
67
5
.
4
67
6
.
7
3
7+00
67
4
.
2
67
7
.
4
5
67
6
.
3
67
7
.
8
6
8+00
67
9
.
3
67
7
.
0
0
68
1
.
8
67
8
.
0
3
9+00
68
4
.
7
67
9
.
3
2
68
6
.
9
67
9
.
9
2
10+00
68
5
.
1
68
0
.
2
6
68
2
.
8
68
0
.
4
1
11+00
68
3
.
0
68
0
.
8
6
68
3
.
2
68
1
.
2
6
12+00
68
3
.
5
68
1
.
6
1
68
3
.
5
68
1
.
7
1
13+00
68
3
.
2
68
1
.
2
7
68
3
.
4
68
0
.
9
2
14+00
68
4
.
0
68
0
.
8
1
68
3
.
4
67
9
.
4
5
15+00
68
2
.
7
68
0
.
1
4
15+30
WA
T
E
R
L
I
N
E
A
10
"
T
E
E
-
S
T
A
.
0
+
5
0
45
°
B
E
N
D
S
T
A
.
9
+
2
3
.
6
3
45
°
B
E
N
D
S
T
A
.
8
+
9
4
.
0
1
FH
A
S
M
.
-
8
"
X
6
"
T
E
E
-
S
T
A
.
4
+
7
9
.
9
5
FH
A
S
M
.
-
S
T
A
.
1
+
5
3
.
4
5
GA
T
E
V
A
L
V
E
-
S
T
A
.
0
+
5
4
.
9
8
WATERLINE "B" - 8" DIP CL-52
FINISHED GRADE
EXISTING GRADE
18" MIN. CLEAR
48" MIN. COVER
18" MIN. CLEAR
18" MIN. CLEAR
PROP. STORM - 18" HDPE
STA. 6+57.61 - INV. 671.71
PROP. STORM - 18" HDPE
STA. 8+59.64 - INV. 673.36
PROP. STORM - 15" HDPE
STA. 1+30.33 - INV. 671.06
45
°
B
E
N
D
S
T
A
.
9
+
2
3
.
6
3
45
°
B
E
N
D
S
T
A
.
8
+
9
4
.
0
1
8"
T
E
E
-
S
T
A
.
1
5
+
2
6
.
0
1
WA
T
E
R
L
I
N
E
A
FH
A
S
M
.
8
"
X
6
"
T
E
E
-
S
T
A
.
1
4
+
5
1
.
9
8
GA
T
E
V
A
L
V
E
-
S
T
A
.
1
5
+
2
1
.
5
1
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
-
S
T
A
.
1
2
+
4
3
.
7
9
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
-
S
T
A
.
1
+
7
8
.
8
1
FH
A
S
M
.
-
8
"
X
6
"
T
E
E
-
S
T
A
.
9
+
4
7
.
6
2
PROP. STORM - 15" HDPE
STA. 10+09.63 - INV. 674.35
18" MIN. CLEAR
48" MIN. COVER
WATER SEVICE TO BLDG.
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
670
680
690
700
670
680
690
700
0+00
67
9
.
5
67
7
.
3
0
68
0
.
0
67
7
.
8
6
1+00
68
0
.
1
67
8
.
3
6
1+49.93
68
0
.
1
68
2
.
6
0
PROP. WATERLINE A - 8" DIP
STA. 0+25 - INV. 672.88
PROP. STORM - 18" HDPE
STA. 1+03.93 - INV. 674.57
PR
I
V
A
T
E
FR
E
D
E
R
I
C
K
W
A
T
E
R
GA
T
E
V
A
L
V
E
-
S
T
A
.
1
+
1
2
.
9
4
20" CLEAR
TE
E
-
S
T
A
.
0
+
2
5
GA
T
E
V
A
L
V
E
-
S
T
A
.
0
+
2
9
.
5
0
7' GALVANIZED
LANDING
5' TO VALVE
4' TO ESMT
FFE
FINISHED GRADE
EXISTING GRADE
8" DIP CL-52
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
2
0
A
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
2
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS720A
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF24A 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
WA
T
E
R
L
I
N
E
P
R
O
F
I
L
E
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
2
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
3
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS721
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF25 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
FR
E
D
E
R
I
C
K
W
A
T
E
R
D
E
T
A
I
L
S
8" DIP CL52
WATERMAIN
FIRE
HYDRANT
NO. 2
6" GATE
VALVE
NO. 1
6" GATE
VALVE
8" X 6"
TEE6" DIP CL52
20 FT
IF OVERALL LENGTH OF FIRE HYDRANT ASSEMBLY IS 20' OR
LESS, GATE VALVE NO. 2 IS NOT REQUIRED.
5 FT
FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
7
2
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
4
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS722
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF25A 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
FR
E
D
E
R
I
C
K
W
A
T
E
R
D
E
T
A
I
L
S
GRAVEL BUILDING PAD
30
.
0
0
'
30.00'
3
0
.
0
0
'
3
0
.
0
0
'
30.00'
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS
BRF A BRF BBRF C
BRF D
BRF G
AD
A
ADA
AD
A
ADA
ADAADA
AD
A
15' X 50' RAMP
15' X 50' RAMP
AD
A
SWM/BMP ESMT
SWM/BMP ESMT
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK
DAM ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=672.55
GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK
DAM ELEV=677.79
GRAVEL CHECK
DAM ELEV=677.79
OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
FIRE
ACCESS
FIRE
ACCESS
EX. WATERLINE A - 10" DIP CL-52
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
WA
T
E
R
L
I
N
E
B
-
8
"
D
I
P
C
L
-
5
2
WATERLINE B - 8" DIP CL-52
TP TP
STUBOUT - 8" DIP CL-52
WA
T
E
R
L
I
N
E
A
-
8
"
D
I
P
C
L
-
5
2
0+001+001+50
PROPOSED FIRE
LANE SIGN
TYPE "C"
PROPOSED FIRE
LANE SIGN
TYPE "D"
PROPOSED FIRE
LANE SIGN
TYPE "D"
PROPOSED FIRE
LANE SIGN
TYPE "C"
PROPOSED FIRE
LANE SIGN
TYPE "A"
PROPOSED FIRE
LANE SIGN
TYPE "D"
PROPOSED FIRE
LANE SIGN
TYPE "C"
PROPOSED FIRE
LANE SIGN
TYPE "D"
PROPOSED FIRE
LANE SIGN
TYPE "C"
PROPOSED FIRE
LANE SIGN
TYPE "A"
PROPOSED FIRE
LANE SIGN
TYPE "D"
PROPOSED FIRE
LANE SIGN
TYPE "D"
PROPOSED FIRE
LANE
PROPOSED
FIRE LANE
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
8
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
4
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS800
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF26 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
LI
F
E
S
A
F
E
T
Y
P
L
A
N
2'
R
.
2'R.
2'R.
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
10
'
R
.
8'
R
.
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
2'
R
.
2'
R
.
5'R
.
2'R.
2'R.
2'
R
.
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS
BRF A BRF BBRF C
BRF D
BRF G
2'
R
.
2'R
.
AD
A
ADA
AD
A
ADA
ADAADA
AD
A
15' X 50' RAMP
15' X 50' RAMP
AD
A
20' STORM SEWER EASEMENT
SWM/BMP ESMT
SWM/BMP ESMT
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=672.55
GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=677.79
GRAVEL CHECK DAM
ELEV=677.79
OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
20' STORM
SEWER
EASEMENT
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
FIRE
ACCESS
FIRE
ACCESS
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
TP TP
1-FLUSHING ASM.
0+00 1+00 1+50
1-FLUSHING ASM.
C/O C/O
0+001+001+50
PR
I
V
A
T
E
FR
E
D
E
R
I
C
K
W
A
T
E
R
GRAVEL BUILDING PAD
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
35.
0
0
'
EX
.
S
T
R
E
A
M
C
E
N
T
E
R
L
I
N
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
7
0
.
6
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
4
0
.
5
0
.
5
0
.
7
1
.
1
1
.
6
1
.
1
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
5
0
.
6
0
.
7
0
.
9
1
.
0
1
.
3
1
.
8
2
.
8
4
.
1
1
.
8
0
.
4
0
.
4
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
2
0
.
5
0
.
9
0
.
8
0
.
8
1
.
1
1
.
4
1
.
8
2
.
2
2
.
7
4
.
1
6
.
7
9
.
2
2
.
4
0
.
4
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
6
1
.
6
1
.
5
1
.
1
1
.
1
1
.
5
2
.
0
2
.
6
3
.
5
4
.
2
5
.
5
7
.
9
1
0
.
9
1
1
.
3
1
.
5
0
.
3
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
5
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
3
0
.
6
3
.
3
3
.
5
2
.
1
1
.
6
1
.
6
1
.
9
2
.
4
3
.
2
4
.
4
6
.
0
6
.
9
7
.
9
9
.
9
1
0
.
3
7
.
1
0
.
9
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
7
1
.
0
0
.
9
0
.
7
0
.
5
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
3
0
.
4
0
.
6
6
.
2
7
.
6
4
.
9
3
.
1
2
.
5
2
.
3
2
.
2
2
.
6
3
.
4
4
.
5
6
.
2
7
.
7
7
.
6
7
.
3
6
.
8
5
.
2
2
.
8
0
.
5
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
7
1
.
6
1
.
6
1
.
4
1
.
1
0
.
8
0
.
6
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
6
.
7
1
1
.
6
9
.
1
6
.
2
4
.
5
3
.
7
3
.
1
2
.
6
2
.
5
3
.
0
4
.
0
5
.
2
6
.
5
7
.
1
5
.
7
4
.
3
3
.
2
2
.
2
1
.
1
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
1
.
2
2
.
2
2
.
3
2
.
2
2
.
1
1
.
8
1
.
2
0
.
8
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
3
.
4
1
0
.
0
1
0
.
2
8
.
7
6
.
9
6
.
3
4
.
9
3
.
5
2
.
7
2
.
3
2
.
4
3
.
1
4
.
2
5
.
0
5
.
5
4
.
7
3
.
1
2
.
1
1
.
4
0
.
9
0
.
6
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
3
.
8
5
.
4
4
.
1
3
.
5
3
.
2
2
.
8
2
.
2
1
.
5
1
.
0
0
.
6
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
1
.
4
4
.
5
6
.
7
7
.
4
7
.
3
7
.
6
6
.
8
4
.
9
3
.
5
2
.
4
1
.
8
1
.
8
2
.
3
3
.
0
3
.
8
4
.
0
3
.
7
2
.
8
1
.
7
1
.
0
0
.
7
0
.
6
0
.
4
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
2
.
3
8
.
4
1
2
.
0
7
.
1
5
.
5
4
.
0
2
.
8
2
.
1
1
.
5
1
.
0
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
7
1
.
8
2
.
9
4
.
0
5
.
2
6
.
6
7
.
0
5
.
7
4
.
3
3
.
0
2
.
0
1
.
5
1
.
5
1
.
9
2
.
4
2
.
8
3
.
2
3
.
2
2
.
6
1
.
7
1
.
0
0
.
7
0
.
6
0
.
6
0
.
7
0
.
5
0
.
2
0
.
0
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
1
.
0
3
.
0
6
.
5
1
1
.
2
1
4
.
3
7
.
8
3
.
9
2
.
6
1
.
7
1
.
2
0
.
8
0
.
6
0
.
4
0
.
3
0
.
3
0
.
2
0
.
4
0
.
6
0
.
5
0
.
5
0
.
9
1
.
3
1
.
8
2
.
6
3
.
9
5
.
4
5
.
2
4
.
4
3
.
2
2
.
2
1
.
5
1
.
4
1
.
6
2
.
1
2
.
4
2
.
7
3
.
1
3
.
2
2
.
8
2
.
0
1
.
3
0
.
9
0
.
9
1
.
0
1
.
1
1
.
1
0
.
5
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
1
.
0
1
.
9
3
.
1
4
.
5
8
.
8
1
2
.
7
8
.
6
4
.
4
2
.
4
1
.
3
0
.
8
0
.
6
0
.
5
0
.
5
0
.
4
0
.
3
0
.
6
1
.
3
1
.
2
0
.
8
0
.
7
0
.
7
0
.
9
1
.
3
2
.
1
3
.
1
3
.
7
3
.
7
3
.
2
2
.
3
1
.
6
1
.
3
1
.
6
2
.
0
2
.
5
2
.
8
3
.
2
3
.
3
3
.
2
3
.
0
2
.
4
1
.
8
1
.
4
1
.
4
1
.
6
1
.
7
1
.
8
1
.
3
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
1
2
.
8
4
.
3
5
.
1
5
.
7
6
.
0
4
.
3
2
.
6
1
.
2
0
.
6
0
.
5
0
.
6
0
.
6
0
.
5
0
.
9
3
.
2
3
.
0
1
.
7
1
.
1
0
.
9
0
.
8
0
.
9
1
.
2
1
.
7
2
.
3
2
.
6
2
.
5
2
.
1
1
.
7
1
.
5
1
.
6
1
.
9
2
.
4
2
.
7
2
.
4
3
.
4
3
.
2
3
.
0
3
.
2
2
.
9
2
.
4
2
.
1
2
.
2
2
.
4
2
.
5
2
.
3
2
.
3
1
.
6
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
3
0
.
5
0
.
7
1
.
0
1
.
4
2
.
0
3
.
0
3
.
6
3
.
4
3
.
2
4
.
4
4
.
5
2
.
4
1
.
2
0
.
7
0
.
6
0
.
7
0
.
7
1
.
7
8
.
4
6
.
9
4
.
1
2
.
5
1
.
8
1
.
5
1
.
2
1
.
1
1
.
1
1
.
4
1
.
7
1
.
8
1
.
7
1
.
5
1
.
5
1
.
7
2
.
0
2
.
5
2
.
7
2
.
4
2
.
4
1
.
9
3
.
3
3
.
2
2
.
9
3
.
3
2
.
9
2
.
8
2
.
8
3
.
0
3
.
4
3
.
5
3
.
9
4
.
1
3
.
7
0
.
5
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
4
0
.
7
0
.
8
0
.
8
0
.
9
1
.
3
1
.
9
2
.
7
2
.
9
2
.
8
6
.
4
7
.
0
4
.
3
2
.
4
1
.
5
1
.
1
0
.
9
0
.
8
1
.
9
1
1
.
3
1
1
.
2
8
.
1
5
.
3
3
.
6
2
.
9
2
.
2
1
.
6
1
.
2
1
.
1
1
.
2
1
.
3
1
.
3
1
.
3
1
.
3
1
.
5
1
.
9
2
.
3
2
.
5
2
.
6
3
.
6
3
.
5
4
.
0
3
.
7
2
.
7
3
.
2
3
.
0
2
.
9
3
.
1
3
.
9
5
.
4
6
.
2
1
0
.
6
9
.
1
2
.
7
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
5
1
.
1
1
.
3
1
.
1
1
.
0
1
.
1
1
.
3
1
.
7
2
.
1
2
.
9
1
1
.
4
1
1
.
8
8
.
0
4
.
7
3
.
0
2
.
2
1
.
7
1
.
3
2
.
0
7
.
8
1
0
.
6
1
0
.
3
8
.
0
6
.
4
5
.
3
3
.
9
2
.
7
1
.
9
1
.
3
1
.
0
1
.
0
1
.
1
1
.
2
1
.
2
1
.
2
1
.
4
2
.
0
2
.
2
2
.
1
3
.
0
3
.
9
3
.
6
2
.
4
2
.
6
2
.
7
2
.
6
2
.
9
4
.
0
7
.
3
1
4
.
0
1
1
.
7
8
.
4
3
.
5
0
.
6
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
7
1
.
5
2
.
0
1
.
8
1
.
6
1
.
4
1
.
3
1
.
3
1
.
5
2
.
7
9
.
2
1
2
.
1
1
1
.
1
8
.
0
5
.
7
4
.
2
3
.
3
2
.
4
2
.
2
4
.
2
5
.
8
7
.
3
7
.
7
7
.
7
7
.
4
5
.
9
4
.
1
2
.
8
1
.
8
1
.
2
0
.
9
1
.
0
1
.
2
1
.
5
1
.
6
1
.
4
1
.
1
1
.
4
1
.
9
1
.
7
2
.
0
1
.
8
2
.
1
2
.
0
2
.
0
2
.
8
4
.
9
8
.
7
1
3
.
0
9
.
7
4
.
8
3
.
1
1
.
5
0
.
4
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
3
0
.
7
2
.
8
3
.
2
3
.
0
2
.
6
2
.
6
2
.
4
2
.
0
1
.
6
1
.
5
2
.
2
4
.
9
7
.
3
8
.
7
8
.
7
7
.
6
6
.
9
5
.
5
3
.
8
2
.
9
2
.
8
3
.
0
3
.
7
4
.
8
6
.
3
7
.
4
6
.
5
5
.
1
3
.
7
2
.
5
1
.
5
1
.
0
0
.
9
1
.
2
1
.
6
2
.
0
2
.
1
1
.
8
1
.
0
0
.
7
1
.
0
1
.
2
1
.
2
1
.
1
1
.
5
2
.
9
4
.
6
6
.
3
5
.
8
5
.
4
4
.
0
2
.
7
2
.
0
1
.
1
0
.
4
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
6
5
.
6
9
.
0
6
.
6
4
.
4
4
.
0
3
.
6
3
.
1
2
.
6
2
.
1
2
.
0
2
.
5
3
.
5
4
.
6
5
.
9
7
.
1
7
.
8
6
.
9
5
.
1
3
.
8
2
.
8
2
.
2
2
.
1
2
.
6
3
.
6
5
.
2
5
.
7
5
.
0
3
.
9
2
.
8
1
.
9
1
.
3
1
.
1
1
.
3
1
.
6
2
.
1
2
.
5
2
.
3
2
.
0
1
.
2
0
.
5
0
.
5
0
.
8
1
.
6
2
.
7
3
.
7
3
.
8
3
.
5
3
.
5
3
.
4
2
.
5
1
.
8
1
.
3
0
.
7
0
.
3
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
7
2
.
5
5
.
6
1
2
.
6
1
1
.
1
7
.
7
5
.
4
4
.
0
3
.
4
2
.
9
2
.
3
2
.
0
2
.
0
2
.
4
3
.
2
4
.
5
6
.
2
6
.
4
5
.
3
4
.
2
3
.
1
2
.
1
1
.
6
1
.
6
2
.
0
3
.
0
3
.
7
3
.
9
3
.
6
2
.
8
1
.
9
1
.
4
1
.
2
1
.
4
1
.
8
2
.
1
2
.
7
2
.
3
2
.
1
1
.
7
1
.
2
1
.
1
2
.
0
2
.
5
2
.
9
2
.
9
2
.
8
2
.
7
2
.
8
2
.
4
1
.
6
1
.
1
0
.
8
0
.
5
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
1
.
0
1
.
9
3
.
1
4
.
9
9
.
5
1
6
.
0
1
1
.
1
5
.
8
4
.
4
3
.
7
3
.
0
2
.
3
1
.
7
1
.
6
1
.
8
2
.
6
3
.
8
4
.
5
4
.
5
4
.
0
3
.
0
2
.
1
1
.
5
1
.
1
1
.
2
1
.
6
2
.
1
2
.
5
2
.
6
2
.
3
1
.
8
1
.
4
1
.
2
1
.
3
1
.
7
2
.
2
2
.
6
2
.
4
3
.
1
3
.
2
1
.
8
2
.
2
2
.
7
2
.
7
2
.
7
2
.
6
2
.
4
2
.
0
1
.
4
1
.
0
0
.
8
0
.
6
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
9
1
.
6
2
.
2
3
.
0
4
.
8
7
.
1
1
0
.
6
1
0
.
1
7
.
2
5
.
1
4
.
0
3
.
1
2
.
2
1
.
6
1
.
3
1
.
6
2
.
2
2
.
8
3
.
1
3
.
0
2
.
6
1
.
8
1
.
3
0
.
9
0
.
8
0
.
9
1
.
2
1
.
5
1
.
7
1
.
7
1
.
5
1
.
4
1
.
2
1
.
1
1
.
3
1
.
8
2
.
2
2
.
1
2
.
7
3
.
6
2
.
7
2
.
5
3
.
0
2
.
8
2
.
6
2
.
2
1
.
7
1
.
3
1
.
0
0
.
9
0
.
9
0
.
8
0
.
4
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
0
.
7
1
.
1
1
.
6
2
.
3
3
.
4
4
.
5
5
.
3
6
.
5
8
.
2
7
.
5
6
.
1
4
.
7
3
.
4
2
.
2
1
.
5
1
.
3
1
.
4
1
.
7
2
.
0
2
.
1
1
.
9
1
.
5
1
.
1
0
.
8
0
.
6
0
.
6
0
.
7
0
.
9
1
.
0
1
.
1
1
.
1
1
.
2
1
.
4
1
.
5
1
.
3
1
.
1
1
.
4
1
.
9
1
.
8
2
.
1
3
.
7
3
.
3
2
.
5
3
.
0
2
.
7
2
.
2
1
.
7
1
.
4
1
.
2
1
.
2
1
.
2
1
.
3
0
.
9
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
4
0
.
7
0
.
8
0
.
9
1
.
1
1
.
6
2
.
4
3
.
4
4
.
1
4
.
7
5
.
7
7
.
0
7
.
5
7
.
2
5
.
7
3
.
8
2
.
5
1
.
7
1
.
5
1
.
5
1
.
4
1
.
4
1
.
3
1
.
1
0
.
9
0
.
7
0
.
5
0
.
5
0
.
5
0
.
5
0
.
6
0
.
7
0
.
8
1
.
1
1
.
4
1
.
8
2
.
0
1
.
7
1
.
1
0
.
8
1
.
1
1
.
3
3
.
4
2
.
3
2
.
6
2
.
6
2
.
1
1
.
7
1
.
6
1
.
7
1
.
8
1
.
8
1
.
9
1
.
7
0
.
7
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
3
1
.
0
1
.
2
1
.
1
1
.
1
1
.
2
1
.
7
2
.
3
3
.
1
3
.
8
4
.
5
5
.
4
6
.
8
8
.
0
7
.
9
6
.
6
4
.
9
3
.
5
2
.
7
2
.
4
1
.
6
1
.
2
1
.
0
0
.
9
0
.
7
0
.
6
0
.
5
0
.
4
0
.
4
0
.
4
0
.
5
0
.
6
0
.
7
1
.
0
1
.
4
1
.
8
2
.
3
2
.
3
2
.
1
1
.
3
0
.
6
1
.
9
2
.
2
2
.
2
1
.
9
1
.
8
1
.
9
2
.
2
2
.
5
2
.
7
2
.
5
2
.
6
2
.
3
0
.
8
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
3
1
.
1
1
.
8
1
.
7
1
.
6
1
.
5
1
.
5
1
.
7
2
.
2
2
.
8
3
.
4
4
.
0
5
.
0
6
.
6
7
.
6
8
.
0
8
.
5
7
.
4
6
.
7
5
.
9
2
.
6
1
.
5
1
.
1
0
.
9
0
.
7
0
.
6
0
.
5
0
.
4
0
.
4
0
.
3
0
.
4
0
.
5
0
.
7
1
.
0
1
.
5
1
.
9
2
.
5
2
.
5
2
.
1
1
.
8
1
.
4
1
.
4
1
.
3
1
.
6
2
.
0
2
.
4
2
.
6
2
.
9
3
.
3
3
.
8
3
.
9
4
.
6
6
.
1
1
.
1
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
1
.
9
2
.
4
2
.
4
2
.
4
2
.
3
2
.
0
1
.
8
1
.
8
2
.
0
2
.
3
2
.
7
3
.
3
4
.
0
5
.
0
6
.
9
9
.
3
1
1
.
6
1
6
.
4
1
2
.
4
4
.
9
2
.
7
1
.
8
1
.
3
1
.
0
0
.
8
0
.
6
0
.
5
0
.
4
0
.
4
0
.
4
0
.
4
0
.
6
0
.
9
1
.
4
1
.
9
2
.
5
2
.
4
2
.
7
3
.
0
1
.
9
0
.
7
0
.
9
1
.
7
2
.
5
2
.
7
2
.
8
3
.
0
3
.
5
5
.
1
7
.
2
1
1
.
1
1
0
.
3
5
.
3
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
1
.
0
6
.
4
5
.
0
4
.
1
3
.
5
3
.
3
3
.
0
2
.
4
2
.
0
1
.
9
1
.
8
1
.
9
2
.
0
2
.
3
2
.
8
3
.
9
6
.
2
1
1
.
3
2
2
.
3
1
7
.
2
8
.
9
5
.
5
3
.
5
2
.
5
1
.
9
1
.
3
1
.
0
0
.
7
0
.
5
0
.
4
0
.
4
0
.
5
0
.
6
0
.
8
1
.
0
1
.
6
2
.
1
2
.
2
2
.
3
3
.
6
3
.
8
1
.
1
2
.
0
2
.
4
2
.
8
2
.
8
3
.
0
3
.
8
6
.
4
1
4
.
2
1
2
.
0
8
.
9
3
.
9
1
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
5
4
.
5
9
.
9
1
1
.
6
6
.
7
5
.
4
3
.
8
2
.
9
2
.
4
2
.
5
2
.
2
1
.
7
1
.
5
1
.
5
1
.
6
2
.
0
3
.
1
6
.
6
1
4
.
2
1
2
.
4
1
0
.
7
8
.
5
6
.
3
4
.
8
3
.
6
2
.
5
1
.
7
1
.
1
0
.
7
0
.
5
0
.
5
0
.
6
0
.
9
1
.
0
1
.
1
1
.
0
1
.
4
1
.
9
1
.
8
2
.
1
1
.
7
2
.
2
2
.
5
3
.
0
3
.
3
4
.
7
7
.
7
1
1
.
1
9
.
8
5
.
1
3
.
5
2
.
0
0
.
8
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
5
1
.
8
3
.
7
7
.
9
1
1
.
9
1
4
.
1
6
.
3
3
.
7
2
.
9
4
.
0
3
.
7
2
.
2
1
.
6
1
.
3
1
.
2
1
.
3
1
.
8
3
.
3
5
.
8
5
.
9
7
.
2
8
.
0
7
.
9
7
.
3
5
.
8
4
.
0
2
.
7
1
.
8
1
.
2
0
.
7
0
.
5
0
.
7
1
.
0
1
.
4
1
.
7
1
.
6
1
.
0
0
.
8
1
.
2
1
.
4
3
.
2
2
.
8
2
.
8
3
.
6
4
.
6
5
.
8
5
.
4
4
.
9
4
.
4
2
.
9
2
.
1
1
.
4
0
.
6
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
7
1
.
5
2
.
3
3
.
6
5
.
5
1
0
.
4
1
1
.
5
7
.
4
4
.
9
9
.
1
6
.
8
4
.
0
2
.
5
1
.
8
1
.
5
1
.
3
1
.
3
1
.
8
2
.
3
2
.
5
3
.
5
5
.
0
6
.
7
7
.
6
6
.
7
5
.
1
3
.
7
2
.
5
1
.
6
1
.
1
0
.
8
0
.
8
1
.
1
1
.
6
2
.
0
2
.
2
2
.
0
1
.
3
0
.
6
0
.
5
3
.
9
3
.
7
2
.
5
3
.
1
3
.
6
3
.
7
3
.
4
3
.
4
3
.
4
2
.
8
1
.
9
1
.
4
0
.
9
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
7
1
.
2
1
.
8
2
.
4
3
.
3
4
.
7
5
.
0
6
.
1
7
.
6
1
4
.
5
1
2
.
2
7
.
8
4
.
7
3
.
2
2
.
5
2
.
0
1
.
6
1
.
4
1
.
3
1
.
4
1
.
7
2
.
6
4
.
0
5
.
6
5
.
9
5
.
0
4
.
1
2
.
9
1
.
9
1
.
3
1
.
0
1
.
0
1
.
3
1
.
7
2
.
1
2
.
6
2
.
1
1
.
9
1
.
5
3
.
3
2
.
3
2
.
3
2
.
6
2
.
5
2
.
4
2
.
6
2
.
8
2
.
5
1
.
8
1
.
2
0
.
8
0
.
6
0
.
3
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
5
0
.
6
0
.
7
0
.
9
1
.
3
1
.
8
2
.
5
3
.
3
3
.
4
3
.
4
5
.
3
1
1
.
4
1
2
.
5
1
0
.
6
7
.
8
5
.
9
4
.
6
3
.
4
2
.
4
1
.
7
1
.
3
1
.
0
1
.
0
1
.
4
2
.
2
3
.
3
3
.
9
4
.
1
3
.
7
2
.
8
2
.
0
1
.
4
1
.
1
1
.
0
1
.
3
1
.
8
2
.
3
2
.
6
2
.
4
2
.
6
2
.
0
1
.
6
1
.
8
1
.
8
1
.
6
1
.
9
2
.
3
2
.
4
2
.
1
1
.
5
1
.
1
0
.
8
0
.
7
0
.
5
0
.
3
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
6
1
.
0
1
.
0
1
.
0
1
.
1
1
.
4
1
.
9
2
.
5
3
.
0
3
.
0
3
.
5
5
.
5
7
.
2
8
.
2
8
.
1
7
.
7
7
.
2
5
.
4
3
.
7
2
.
5
1
.
7
1
.
2
0
.
9
0
.
9
1
.
2
1
.
8
2
.
3
2
.
7
2
.
7
2
.
3
1
.
7
1
.
3
1
.
1
1
.
0
1
.
1
1
.
6
2
.
1
2
.
3
2
.
1
3
.
4
3
.
6
1
.
0
0
.
9
1
.
1
1
.
8
2
.
3
2
.
2
1
.
8
1
.
4
1
.
0
0
.
9
0
.
9
0
.
9
0
.
6
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
6
1
.
5
1
.
7
1
.
6
1
.
6
1
.
6
1
.
8
2
.
1
2
.
5
2
.
7
2
.
9
3
.
1
3
.
4
4
.
2
5
.
4
6
.
9
7
.
6
6
.
4
4
.
8
3
.
4
2
.
2
1
.
4
0
.
9
0
.
7
0
.
8
1
.
0
1
.
3
1
.
6
1
.
7
1
.
6
1
.
4
1
.
2
1
.
2
1
.
2
1
.
2
1
.
1
1
.
4
2
.
0
2
.
0
2
.
1
3
.
4
0
.
6
1
.
4
2
.
3
2
.
5
2
.
4
1
.
9
1
.
4
1
.
2
1
.
2
1
.
3
1
.
4
1
.
2
0
.
4
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
2
0
.
7
1
.
8
2
.
3
2
.
4
2
.
4
2
.
4
2
.
3
2
.
3
2
.
5
2
.
5
2
.
5
2
.
3
2
.
1
2
.
2
2
.
9
4
.
3
5
.
8
5
.
9
4
.
9
3
.
8
2
.
6
1
.
7
1
.
0
0
.
7
0
.
6
0
.
6
0
.
8
0
.
9
1
.
1
1
.
0
0
.
9
1
.
0
1
.
2
1
.
5
1
.
7
1
.
6
1
.
1
0
.
9
1
.
3
1
.
6
0
.
9
1
.
8
2
.
4
2
.
8
2
.
7
2
.
3
1
.
8
1
.
7
1
.
8
1
.
9
2
.
0
2
.
0
1
.
2
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
4
1
.
5
4
.
0
3
.
6
3
.
5
3
.
4
3
.
5
3
.
5
3
.
4
3
.
3
3
.
2
2
.
8
2
.
4
1
.
9
1
.
7
1
.
8
2
.
5
3
.
5
4
.
1
4
.
1
3
.
5
2
.
6
1
.
7
1
.
1
0
.
7
0
.
5
0
.
5
0
.
5
0
.
6
0
.
7
0
.
7
0
.
7
0
.
8
1
.
1
1
.
5
1
.
9
2
.
2
2
.
1
1
.
5
0
.
7
0
.
6
1
.
7
2
.
3
2
.
6
3
.
1
2
.
6
2
.
4
2
.
3
2
.
5
2
.
8
2
.
7
2
.
9
2
.
7
1
.
7
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
1
.
2
8
.
1
9
.
7
6
.
4
5
.
3
4
.
8
4
.
3
4
.
4
4
.
6
4
.
5
4
.
1
3
.
4
2
.
5
1
.
8
1
.
5
1
.
6
2
.
1
2
.
6
2
.
8
2
.
7
2
.
2
1
.
6
1
.
0
0
.
7
0
.
5
0
.
4
0
.
4
0
.
4
0
.
5
0
.
5
0
.
6
0
.
8
1
.
1
1
.
6
1
.
9
2
.
5
2
.
3
2
.
0
1
.
6
0
.
8
3
.
3
3
.
2
2
.
9
3
.
2
2
.
8
2
.
8
2
.
9
3
.
3
4
.
1
4
.
2
5
.
1
6
.
9
3
.
2
0
.
3
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
6
3
.
0
7
.
3
1
3
.
1
1
2
.
6
8
.
2
5
.
5
4
.
9
5
.
2
5
.
7
5
.
7
5
.
3
4
.
0
2
.
7
1
.
8
1
.
6
1
.
6
1
.
8
1
.
9
1
.
9
1
.
7
1
.
3
1
.
0
0
.
7
0
.
5
0
.
4
0
.
3
0
.
3
0
.
4
0
.
4
0
.
5
0
.
7
1
.
1
1
.
6
2
.
0
2
.
6
2
.
4
2
.
3
2
.
1
1
.
3
3
.
7
2
.
8
2
.
8
2
.
9
2
.
8
2
.
8
3
.
4
4
.
8
7
.
6
1
0
.
4
1
2
.
3
7
.
1
1
.
0
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
6
1
.
6
3
.
0
5
.
0
1
0
.
2
1
5
.
9
1
0
.
7
6
.
3
5
.
6
5
.
9
6
.
6
7
.
4
6
.
4
4
.
6
3
.
3
2
.
4
2
.
3
1
.
9
1
.
5
1
.
4
1
.
2
1
.
0
0
.
8
0
.
6
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
4
0
.
5
0
.
6
0
.
8
1
.
3
1
.
9
2
.
4
2
.
2
3
.
1
3
.
6
3
.
4
2
.
5
2
.
3
2
.
5
2
.
4
2
.
5
3
.
5
5
.
7
1
2
.
5
1
4
.
3
9
.
1
4
.
5
2
.
1
0
.
4
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
3
0
.
6
1
.
3
2
.
1
2
.
9
4
.
4
6
.
4
8
.
3
8
.
7
7
.
0
6
.
0
6
.
4
7
.
8
7
.
9
7
.
2
6
.
3
4
.
9
4
.
8
3
.
2
1
.
9
1
.
3
1
.
1
0
.
9
0
.
8
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
4
0
.
6
0
.
8
0
.
9
0
.
9
1
.
3
2
.
0
2
.
1
2
.
1
3
.
4
1
.
5
1
.
8
1
.
8
1
.
6
2
.
3
3
.
9
6
.
6
9
.
5
9
.
4
5
.
7
3
.
6
2
.
3
1
.
2
0
.
4
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
9
1
.
5
2
.
0
2
.
9
4
.
0
4
.
3
4
.
6
5
.
5
5
.
5
5
.
4
6
.
2
7
.
2
8
.
0
9
.
2
9
.
4
1
1
.
4
7
.
0
3
.
2
1
.
9
1
.
4
1
.
1
0
.
9
0
.
7
0
.
6
0
.
4
0
.
3
0
.
3
0
.
2
0
.
3
0
.
6
1
.
0
1
.
3
1
.
4
1
.
1
0
.
9
1
.
4
1
.
7
1
.
6
1
.
0
0
.
9
1
.
0
2
.
2
3
.
8
5
.
1
5
.
2
4
.
5
4
.
4
3
.
1
2
.
2
1
.
7
0
.
9
0
.
3
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
6
0
.
9
1
.
3
2
.
0
2
.
8
3
.
2
3
.
2
3
.
1
3
.
3
3
.
6
3
.
9
4
.
5
5
.
9
8
.
5
1
2
.
1
2
1
.
2
1
4
.
3
6
.
4
3
.
8
2
.
6
2
.
0
1
.
5
1
.
1
0
.
8
0
.
6
0
.
5
0
.
4
0
.
3
0
.
4
0
.
6
1
.
1
1
.
6
1
.
9
2
.
0
1
.
5
0
.
7
0
.
6
0
.
6
1
.
2
2
.
3
3
.
2
3
.
7
3
.
5
3
.
4
3
.
2
2
.
9
2
.
0
1
.
4
1
.
0
0
.
5
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
5
0
.
6
0
.
8
1
.
0
1
.
3
1
.
8
2
.
4
2
.
6
2
.
4
2
.
1
1
.
9
2
.
0
2
.
3
3
.
1
4
.
8
8
.
9
1
9
.
0
1
6
.
9
1
0
.
3
7
.
0
4
.
9
3
.
7
2
.
8
2
.
0
1
.
4
1
.
0
0
.
7
0
.
5
0
.
4
0
.
5
0
.
8
1
.
2
1
.
6
2
.
2
2
.
3
2
.
0
1
.
7
0
.
9
0
.
1
1
.
5
2
.
1
2
.
5
3
.
1
3
.
0
3
.
0
2
.
9
2
.
6
1
.
9
1
.
2
0
.
8
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
0
.
9
1
.
0
1
.
1
1
.
3
1
.
4
1
.
6
1
.
9
1
.
9
1
.
7
1
.
4
1
.
1
1
.
1
1
.
4
2
.
2
4
.
6
9
.
6
1
0
.
3
9
.
7
8
.
8
7
.
5
6
.
4
4
.
9
3
.
3
2
.
2
1
.
5
1
.
0
0
.
7
0
.
6
0
.
6
0
.
9
1
.
3
1
.
8
2
.
3
2
.
4
2
.
1
2
.
0
1
.
5
1
.
2
2
.
0
2
.
3
2
.
7
3
.
1
3
.
0
2
.
8
2
.
2
1
.
6
1
.
0
0
.
7
0
.
5
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
7
1
.
4
1
.
5
1
.
7
1
.
8
1
.
7
1
.
6
1
.
5
1
.
4
1
.
2
0
.
9
0
.
7
0
.
7
1
.
1
2
.
1
3
.
9
4
.
3
5
.
3
6
.
7
7
.
5
7
.
9
6
.
6
4
.
7
3
.
3
2
.
1
1
.
3
0
.
9
0
.
7
0
.
7
0
.
8
1
.
2
1
.
8
2
.
3
2
.
3
2
.
6
3
.
5
2
.
9
3
.
0
3
.
6
2
.
9
2
.
9
3
.
1
2
.
7
2
.
0
1
.
4
0
.
9
0
.
7
0
.
5
0
.
4
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
1
.
1
1
.
9
2
.
1
2
.
4
2
.
3
1
.
9
1
.
5
1
.
3
1
.
0
0
.
9
0
.
7
0
.
5
0
.
6
1
.
0
1
.
6
1
.
8
2
.
4
3
.
5
5
.
1
6
.
8
6
.
5
5
.
2
4
.
0
2
.
7
1
.
7
1
.
1
0
.
9
0
.
9
0
.
9
0
.
9
1
.
3
1
.
9
2
.
1
2
.
0
3
.
2
4
.
5
3
.
6
2
.
5
2
.
9
2
.
6
1
.
9
1
.
3
0
.
9
0
.
7
0
.
6
0
.
5
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
1
.
7
2
.
5
2
.
9
3
.
2
2
.
6
2
.
0
1
.
4
1
.
0
0
.
8
0
.
6
0
.
5
0
.
4
0
.
5
0
.
7
0
.
9
1
.
1
1
.
7
2
.
7
4
.
1
4
.
9
4
.
7
3
.
9
2
.
9
1
.
9
1
.
3
1
.
1
1
.
1
1
.
3
1
.
4
1
.
1
1
.
0
1
.
4
1
.
8
1
.
7
1
.
4
3
.
8
3
.
1
2
.
5
2
.
6
2
.
3
1
.
7
1
.
2
1
.
0
0
.
9
0
.
9
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
8
3
.
2
3
.
9
4
.
3
3
.
9
2
.
7
1
.
8
1
.
1
0
.
7
0
.
5
0
.
5
0
.
4
0
.
4
0
.
5
0
.
5
0
.
6
0
.
8
1
.
4
2
.
2
3
.
0
3
.
3
3
.
2
2
.
6
1
.
9
1
.
3
1
.
0
1
.
3
1
.
6
1
.
9
2
.
0
1
.
5
0
.
8
0
.
7
1
.
1
0
.
0
2
.
7
2
.
9
3
.
1
2
.
8
2
.
5
2
.
1
1
.
6
1
.
3
1
.
2
1
.
3
1
.
4
1
.
4
1
.
2
0
.
9
0
.
6
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
4
.
0
7
.
7
7
.
4
7
.
3
4
.
8
3
.
1
1
.
8
1
.
0
0
.
6
0
.
5
0
.
4
0
.
4
0
.
6
0
.
7
0
.
6
0
.
6
0
.
8
1
.
1
1
.
7
2
.
1
2
.
2
2
.
0
1
.
7
1
.
3
1
.
2
1
.
4
1
.
7
2
.
1
2
.
4
2
.
2
1
.
8
1
.
0
0
.
4
0
.
0
3
.
5
3
.
0
2
.
5
2
.
7
2
.
4
2
.
0
1
.
5
1
.
2
1
.
3
1
.
7
2
.
0
2
.
2
2
.
1
1
.
7
1
.
2
0
.
7
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
6
.
6
1
1
.
6
1
1
.
7
1
5
.
0
8
.
2
4
.
5
2
.
4
1
.
2
0
.
7
0
.
5
0
.
5
1
.
3
1
.
5
1
.
1
0
.
7
0
.
6
0
.
7
1
.
0
1
.
3
1
.
5
1
.
5
1
.
3
1
.
2
1
.
2
1
.
4
1
.
8
2
.
2
2
.
7
2
.
2
2
.
0
1
.
6
1
.
5
2
.
6
2
.
8
2
.
4
2
.
8
2
.
4
1
.
9
1
.
5
1
.
3
1
.
4
1
.
8
2
.
5
3
.
2
3
.
4
3
.
1
2
.
4
1
.
5
0
.
8
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
3
.
5
6
.
0
9
.
3
1
1
.
4
7
.
6
4
.
7
2
.
6
1
.
2
0
.
7
1
.
0
4
.
1
4
.
1
2
.
5
1
.
4
1
.
0
0
.
8
0
.
8
0
.
9
1
.
0
1
.
1
1
.
0
1
.
0
1
.
0
1
.
3
1
.
8
2
.
2
2
.
6
2
.
5
3
.
2
3
.
0
1
.
1
1
.
7
2
.
0
2
.
3
2
.
7
2
.
2
1
.
8
1
.
4
1
.
3
1
.
4
1
.
9
2
.
8
3
.
8
4
.
6
4
.
9
4
.
4
3
.
0
1
.
8
1
.
0
0
.
6
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
7
2
.
4
3
.
7
5
.
1
4
.
9
4
.
1
3
.
1
1
.
9
1
.
0
3
.
0
1
0
.
5
9
.
1
5
.
5
3
.
2
2
.
0
1
.
5
1
.
2
1
.
0
0
.
9
0
.
9
0
.
9
1
.
0
1
.
0
1
.
1
1
.
4
1
.
9
2
.
2
2
.
1
3
.
0
3
.
7
0
.
0
0
.
4
0
.
9
1
.
8
2
.
2
2
.
3
2
.
0
1
.
6
1
.
2
1
.
1
1
.
2
1
.
7
2
.
6
3
.
8
5
.
0
6
.
3
6
.
9
5
.
4
3
.
6
2
.
4
1
.
4
0
.
9
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
1
.
1
2
.
1
2
.
7
3
.
8
3
.
4
2
.
7
1
.
8
1
.
3
4
.
1
1
0
.
4
1
1
.
5
9
.
4
6
.
3
4
.
2
3
.
0
2
.
3
1
.
6
1
.
2
1
.
0
0
.
9
1
.
1
1
.
3
1
.
4
1
.
2
1
.
1
1
.
6
2
.
0
1
.
8
1
.
2
1
.
2
0
.
8
0
.
8
1
.
4
1
.
9
1
.
8
1
.
5
1
.
1
0
.
8
0
.
9
1
.
3
2
.
0
3
.
0
4
.
4
6
.
2
7
.
6
7
.
4
6
.
5
5
.
3
3
.
6
2
.
4
1
.
0
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
1
.
2
1
.
8
2
.
3
3
.
0
2
.
7
2
.
2
1
.
8
3
.
1
5
.
8
8
.
2
8
.
9
8
.
1
6
.
8
5
.
6
4
.
2
2
.
9
2
.
0
1
.
4
1
.
1
1
.
2
1
.
5
1
.
9
2
.
0
1
.
6
0
.
9
0
.
8
1
.
2
2
.
5
1
.
8
1
.
9
1
.
7
1
.
1
1
.
1
1
.
3
1
.
3
1
.
0
0
.
8
0
.
8
1
.
0
1
.
4
2
.
0
3
.
0
4
.
3
5
.
9
7
.
0
8
.
2
9
.
2
8
.
3
5
.
7
1
.
8
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
0
.
9
1
.
3
1
.
8
2
.
3
2
.
4
2
.
2
2
.
3
2
.
9
3
.
9
5
.
5
6
.
6
7
.
5
7
.
5
6
.
1
4
.
3
3
.
0
2
.
1
1
.
6
1
.
4
1
.
7
2
.
0
2
.
4
2
.
3
2
.
0
1
.
1
0
.
5
4
.
0
3
.
4
2
.
1
2
.
2
2
.
1
1
.
5
1
.
1
1
.
0
1
.
0
0
.
9
0
.
8
0
.
8
1
.
0
1
.
3
1
.
7
2
.
4
3
.
2
4
.
3
6
.
4
9
.
4
1
1
.
6
1
0
.
0
2
.
6
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
4
0
.
6
0
.
9
1
.
3
1
.
7
1
.
9
2
.
0
2
.
0
2
.
2
2
.
9
4
.
1
5
.
8
6
.
9
6
.
2
5
.
0
3
.
8
2
.
7
2
.
0
1
.
8
1
.
9
2
.
1
2
.
7
2
.
5
2
.
1
1
.
7
1
.
3
0
.
0
2
.
7
3
.
3
2
.
7
2
.
5
2
.
4
1
.
9
1
.
5
1
.
1
1
.
0
1
.
1
1
.
1
1
.
0
0
.
9
0
.
9
1
.
0
1
.
2
1
.
6
2
.
1
3
.
2
5
.
5
9
.
0
1
0
.
1
2
.
1
0
.
4
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
0
.
9
1
.
3
1
.
5
1
.
6
1
.
7
1
.
9
2
.
5
3
.
6
4
.
6
5
.
0
4
.
6
3
.
7
2
.
8
2
.
1
1
.
8
2
.
0
2
.
3
2
.
7
2
.
5
2
.
9
2
.
9
0
.
9
1
.
5
2
.
0
2
.
1
2
.
6
2
.
4
1
.
9
1
.
6
1
.
3
1
.
3
1
.
4
1
.
5
1
.
5
1
.
3
1
.
0
0
.
8
0
.
7
0
.
8
0
.
9
1
.
4
2
.
3
4
.
0
4
.
3
0
.
8
0
.
4
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
1
1
.
3
1
.
6
1
.
8
2
.
0
2
.
4
2
.
9
3
.
3
3
.
5
3
.
2
2
.
5
1
.
8
1
.
6
1
.
8
2
.
2
2
.
4
2
.
3
2
.
7
3
.
5
0
.
4
0
.
9
1
.
7
2
.
1
2
.
4
2
.
3
1
.
8
1
.
5
1
.
3
1
.
5
1
.
8
2
.
1
2
.
3
2
.
1
1
.
7
1
.
1
0
.
7
0
.
5
0
.
5
0
.
6
1
.
0
1
.
5
1
.
4
0
.
3
0
.
2
0
.
3
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
7
1
.
0
1
.
4
1
.
9
2
.
1
2
.
2
2
.
2
2
.
2
2
.
3
2
.
3
2
.
0
1
.
6
1
.
4
1
.
5
2
.
0
2
.
3
2
.
1
1
.
9
2
.
4
1
.
1
0
.
7
0
.
7
1
.
4
2
.
0
2
.
0
1
.
8
1
.
4
1
.
2
1
.
5
2
.
0
2
.
8
3
.
4
3
.
4
3
.
0
2
.
1
1
.
3
0
.
7
0
.
5
0
.
4
0
.
5
0
.
6
0
.
6
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
5
0
.
7
1
.
1
1
.
7
2
.
4
2
.
6
2
.
5
2
.
1
1
.
9
1
.
7
1
.
5
1
.
4
1
.
4
1
.
6
2
.
1
2
.
1
2
.
2
2
.
6
0
.
0
1
.
7
1
.
7
1
.
6
1
.
1
1
.
2
1
.
4
1
.
4
1
.
3
1
.
2
1
.
4
2
.
1
3
.
1
4
.
1
4
.
9
4
.
9
3
.
9
2
.
5
1
.
5
0
.
9
0
.
6
0
.
4
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
0
.
8
1
.
3
2
.
0
2
.
8
3
.
1
2
.
9
2
.
5
2
.
1
1
.
6
1
.
2
1
.
1
1
.
4
1
.
9
2
.
3
2
.
2
2
.
6
3
.
7
3
.
6
2
.
2
2
.
1
2
.
1
1
.
5
1
.
1
1
.
0
1
.
0
1
.
1
1
.
3
1
.
9
2
.
9
4
.
3
5
.
5
6
.
8
6
.
6
4
.
8
3
.
2
2
.
1
1
.
3
0
.
8
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
0
.
9
1
.
6
2
.
1
3
.
1
3
.
9
3
.
8
3
.
6
3
.
4
2
.
4
1
.
3
1
.
0
1
.
2
1
.
8
2
.
3
2
.
3
2
.
7
3
.
6
2
.
5
3
.
6
3
.
1
2
.
2
2
.
5
2
.
1
1
.
5
1
.
0
0
.
9
0
.
9
1
.
1
1
.
5
2
.
3
3
.
4
4
.
9
6
.
9
7
.
7
7
.
2
6
.
4
4
.
9
3
.
3
1
.
9
0
.
7
0
.
3
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
5
1
.
4
2
.
3
3
.
3
5
.
0
6
.
0
6
.
7
5
.
6
3
.
4
1
.
7
0
.
9
0
.
9
1
.
4
2
.
0
2
.
6
2
.
4
3
.
1
3
.
0
1
.
3
1
.
9
2
.
2
2
.
3
2
.
6
2
.
1
1
.
7
1
.
2
0
.
9
0
.
8
0
.
9
1
.
1
1
.
6
2
.
3
3
.
4
4
.
9
6
.
3
7
.
2
8
.
7
9
.
3
7
.
7
4
.
1
0
.
9
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
6
2
.
1
4
.
0
6
.
1
1
2
.
9
1
1
.
7
6
.
8
3
.
4
1
.
7
0
.
9
0
.
7
1
.
0
1
.
6
2
.
1
2
.
7
2
.
1
2
.
0
1
.
4
0
.
3
0
.
7
1
.
6
2
.
0
2
.
3
2
.
5
2
.
0
1
.
6
1
.
2
1
.
0
0
.
8
0
.
8
0
.
9
1
.
1
1
.
4
1
.
9
2
.
7
3
.
5
4
.
8
7
.
2
1
0
.
0
1
1
.
6
7
.
6
0
.
9
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
1
.
3
5
.
1
1
1
.
5
1
1
.
6
1
1
.
4
5
.
2
3
.
1
1
.
9
1
.
3
0
.
9
0
.
8
1
.
2
1
.
7
2
.
2
2
.
3
2
.
1
1
.
5
0
.
7
1
.
0
0
.
7
0
.
6
1
.
3
2
.
0
2
.
1
2
.
0
1
.
6
1
.
2
0
.
9
0
.
9
0
.
9
0
.
9
0
.
9
0
.
9
1
.
0
1
.
3
1
.
7
2
.
3
3
.
7
6
.
4
9
.
8
7
.
2
0
.
7
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
5
.
3
9
.
2
7
.
9
5
.
5
4
.
6
3
.
2
2
.
3
1
.
7
1
.
2
0
.
9
1
.
0
1
.
3
1
.
7
2
.
0
1
.
9
1
.
1
0
.
5
1
.
6
1
.
6
1
.
5
1
.
0
1
.
1
1
.
5
1
.
6
1
.
5
1
.
3
1
.
1
1
.
1
1
.
2
1
.
2
1
.
1
0
.
9
0
.
7
0
.
7
0
.
8
1
.
0
1
.
6
2
.
8
4
.
3
2
.
9
0
.
5
0
.
4
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
7
3
.
9
3
.
7
3
.
5
3
.
4
3
.
1
2
.
5
1
.
9
1
.
4
1
.
1
1
.
0
1
.
0
1
.
2
1
.
4
1
.
2
0
.
9
0
.
8
1
.
1
3
.
6
2
.
2
2
.
0
2
.
1
1
.
5
1
.
1
1
.
1
1
.
2
1
.
2
1
.
4
1
.
6
1
.
8
1
.
9
1
.
7
1
.
3
0
.
9
0
.
6
0
.
5
0
.
5
0
.
7
1
.
1
1
.
6
1
.
0
0
.
3
0
.
2
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
6
1
.
9
2
.
3
2
.
3
2
.
4
2
.
2
1
.
8
1
.
4
1
.
2
1
.
0
0
.
9
0
.
9
0
.
9
1
.
0
1
.
2
1
.
7
1
.
8
1
.
6
2
.
4
3
.
6
3
.
2
2
.
2
2
.
4
2
.
0
1
.
5
1
.
1
1
.
0
1
.
1
1
.
5
2
.
0
2
.
6
2
.
9
2
.
9
2
.
4
1
.
7
1
.
0
0
.
6
0
.
4
0
.
4
0
.
5
0
.
6
0
.
5
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
7
1
.
6
1
.
7
1
.
7
1
.
7
1
.
6
1
.
5
1
.
4
1
.
2
1
.
0
0
.
8
0
.
7
0
.
9
1
.
4
2
.
0
2
.
1
2
.
1
3
.
3
1
.
3
1
.
9
2
.
3
2
.
3
2
.
6
2
.
1
1
.
7
1
.
2
1
.
0
1
.
1
1
.
5
2
.
1
3
.
0
3
.
9
4
.
4
4
.
2
3
.
2
2
.
0
1
.
1
0
.
7
0
.
5
0
.
4
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
9
1
.
2
1
.
2
1
.
2
1
.
4
1
.
6
1
.
7
1
.
6
1
.
2
0
.
8
0
.
6
0
.
8
1
.
3
1
.
9
2
.
4
2
.
2
3
.
3
3
.
7
0
.
7
1
.
5
1
.
9
2
.
2
2
.
5
1
.
9
1
.
5
1
.
2
0
.
9
1
.
0
1
.
3
2
.
0
3
.
1
4
.
2
5
.
4
6
.
3
5
.
7
3
.
8
2
.
5
1
.
6
1
.
0
0
.
6
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
0
.
8
0
.
9
1
.
1
1
.
5
2
.
0
2
.
3
2
.
1
1
.
6
1
.
0
0
.
6
0
.
6
0
.
9
1
.
5
2
.
0
2
.
6
2
.
4
2
.
8
0
.
6
0
.
6
1
.
3
2
.
0
2
.
0
1
.
8
1
.
4
1
.
0
0
.
7
0
.
7
1
.
0
1
.
6
2
.
6
3
.
8
5
.
3
7
.
0
7
.
5
6
.
6
5
.
2
3
.
7
2
.
5
1
.
4
0
.
6
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
0
.
8
1
.
2
1
.
6
2
.
3
2
.
9
2
.
6
2
.
2
1
.
6
1
.
2
0
.
7
0
.
7
1
.
0
1
.
5
2
.
2
2
.
4
2
.
0
1
.
6
1
.
3
1
.
4
1
.
3
0
.
9
1
.
0
1
.
4
1
.
5
1
.
2
0
.
9
0
.
5
0
.
5
0
.
7
1
.
1
1
.
8
2
.
7
4
.
0
5
.
7
7
.
0
7
.
5
8
.
3
7
.
9
6
.
1
3
.
4
0
.
8
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
7
1
.
3
1
.
8
2
.
4
3
.
4
3
.
6
3
.
3
3
.
1
2
.
6
1
.
4
0
.
6
0
.
6
1
.
1
1
.
7
2
.
1
2
.
1
1
.
7
0
.
9
3
.
5
2
.
3
1
.
9
2
.
0
1
.
4
1
.
0
0
.
9
0
.
9
0
.
7
0
.
5
0
.
4
0
.
5
0
.
7
1
.
1
1
.
6
2
.
4
3
.
5
4
.
5
5
.
8
8
.
1
1
0
.
4
1
1
.
1
6
.
9
0
.
9
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
9
1
.
9
2
.
6
3
.
8
5
.
5
6
.
0
6
.
3
4
.
2
2
.
2
0
.
9
0
.
5
0
.
7
1
.
2
1
.
7
1
.
8
1
.
3
0
.
7
0
.
5
3
.
7
3
.
5
2
.
3
2
.
2
2
.
0
1
.
6
1
.
0
0
.
7
0
.
5
0
.
4
0
.
3
0
.
4
0
.
5
0
.
7
0
.
9
1
.
3
1
.
8
2
.
4
3
.
1
4
.
9
7
.
9
1
0
.
9
8
.
9
0
.
8
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
1
.
2
2
.
8
4
.
7
8
.
9
1
4
.
2
9
.
4
4
.
9
2
.
4
1
.
1
0
.
6
0
.
6
0
.
9
1
.
1
1
.
2
1
.
0
1
.
0
1
.
3
1
.
2
1
.
8
2
.
6
2
.
5
2
.
3
2
.
4
1
.
8
1
.
3
0
.
7
0
.
5
0
.
3
0
.
3
0
.
3
0
.
3
0
.
4
0
.
6
0
.
7
1
.
0
1
.
2
1
.
6
2
.
3
3
.
7
6
.
3
4
.
6
0
.
6
0
.
4
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
3
.
0
7
.
6
1
2
.
2
1
3
.
5
8
.
0
3
.
9
2
.
5
1
.
5
1
.
0
0
.
7
0
.
8
0
.
9
1
.
0
1
.
3
1
.
8
2
.
0
1
.
7
0
.
5
1
.
3
1
.
7
2
.
0
2
.
4
2
.
2
1
.
7
1
.
2
0
.
8
0
.
5
0
.
3
0
.
3
0
.
3
0
.
3
0
.
4
0
.
5
0
.
6
0
.
7
0
.
8
0
.
9
1
.
2
1
.
7
2
.
6
1
.
6
0
.
4
0
.
3
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
1
.
4
8
.
7
1
0
.
1
6
.
1
5
.
4
3
.
8
2
.
7
2
.
0
1
.
4
1
.
0
0
.
9
0
.
9
1
.
0
1
.
5
2
.
0
2
.
2
2
.
1
3
.
3
0
.
5
0
.
5
1
.
1
1
.
9
2
.
1
2
.
0
1
.
6
1
.
1
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
6
0
.
7
0
.
8
0
.
9
1
.
0
1
.
1
1
.
2
0
.
8
0
.
3
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
2
.
4
3
.
9
3
.
8
3
.
4
3
.
3
2
.
8
2
.
2
1
.
7
1
.
2
1
.
0
0
.
9
1
.
0
1
.
3
1
.
8
2
.
4
2
.
2
3
.
0
3
.
5
1
.
3
1
.
1
0
.
7
0
.
9
1
.
4
1
.
6
1
.
4
1
.
0
0
.
5
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
5
0
.
6
0
.
8
1
.
1
1
.
3
1
.
4
1
.
3
1
.
1
0
.
8
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
1
.
2
2
.
2
2
.
3
2
.
4
2
.
4
2
.
0
1
.
6
1
.
3
1
.
1
1
.
0
0
.
9
1
.
0
1
.
4
1
.
9
2
.
5
2
.
2
2
.
5
1
.
9
2
.
2
1
.
8
1
.
9
1
.
4
0
.
9
1
.
0
1
.
0
0
.
8
0
.
5
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
7
1
.
0
1
.
4
1
.
8
2
.
1
2
.
0
1
.
7
1
.
2
0
.
7
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
1
.
2
1
.
8
1
.
7
1
.
7
1
.
6
1
.
5
1
.
4
1
.
3
1
.
1
0
.
9
0
.
7
0
.
9
1
.
4
2
.
0
2
.
4
2
.
0
1
.
7
1
.
2
3
.
7
3
.
5
2
.
4
2
.
0
2
.
1
1
.
6
1
.
0
0
.
7
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
7
1
.
1
1
.
7
2
.
4
3
.
0
3
.
2
2
.
9
2
.
2
1
.
4
0
.
8
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
5
1
.
1
1
.
2
1
.
2
1
.
3
1
.
5
1
.
7
1
.
7
1
.
5
1
.
0
0
.
6
0
.
5
1
.
0
1
.
6
2
.
0
2
.
1
1
.
8
1
.
0
1
.
8
2
.
9
2
.
7
2
.
2
2
.
4
1
.
9
1
.
4
0
.
8
0
.
5
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
7
1
.
1
1
.
8
2
.
7
3
.
7
4
.
5
4
.
7
4
.
1
2
.
7
1
.
6
0
.
9
0
.
5
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
6
0
.
9
1
.
0
1
.
2
1
.
6
2
.
1
2
.
3
2
.
0
1
.
4
0
.
8
0
.
5
0
.
7
1
.
1
1
.
5
1
.
6
1
.
2
0
.
6
0
.
5
1
.
3
1
.
7
2
.
0
2
.
3
2
.
4
1
.
8
1
.
4
0
.
9
0
.
5
0
.
3
0
.
3
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
5
0
.
7
1
.
0
1
.
6
2
.
6
3
.
9
5
.
0
6
.
3
6
.
6
5
.
0
3
.
3
2
.
1
1
.
3
0
.
8
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
6
0
.
9
1
.
3
1
.
8
2
.
5
2
.
9
2
.
6
2
.
0
1
.
5
1
.
1
0
.
7
0
.
8
0
.
9
1
.
0
0
.
9
1
.
0
1
.
2
1
.
3
0
.
5
1
.
2
1
.
9
2
.
1
2
.
2
1
.
7
1
.
2
0
.
8
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
5
0
.
7
0
.
9
1
.
3
2
.
1
3
.
2
4
.
6
6
.
4
7
.
7
7
.
2
6
.
2
4
.
8
3
.
3
2
.
1
0
.
9
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
8
1
.
4
1
.
9
2
.
6
3
.
6
3
.
6
3
.
3
3
.
1
2
.
4
1
.
3
0
.
7
0
.
6
0
.
8
1
.
1
1
.
6
2
.
0
1
.
8
1
.
9
1
.
3
1
.
2
0
.
8
0
.
9
1
.
6
1
.
8
1
.
6
1
.
1
0
.
6
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
5
0
.
6
0
.
7
0
.
9
1
.
1
1
.
5
2
.
2
3
.
2
4
.
7
6
.
3
7
.
2
8
.
2
8
.
8
7
.
6
4
.
9
1
.
6
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
1
.
1
2
.
0
2
.
9
4
.
3
5
.
8
6
.
6
6
.
1
3
.
7
1
.
9
0
.
8
0
.
5
0
.
7
1
.
2
1
.
8
2
.
2
2
.
0
3
.
0
3
.
8
2
.
3
1
.
7
1
.
9
1
.
5
1
.
1
1
.
1
1
.
1
0
.
9
0
.
6
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
5
0
.
6
0
.
8
0
.
9
1
.
0
1
.
0
1
.
2
1
.
4
1
.
9
2
.
7
3
.
5
4
.
7
6
.
8
9
.
8
1
1
.
6
9
.
7
2
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
1
.
6
3
.
2
5
.
4
1
1
.
3
1
3
.
7
8
.
1
4
.
0
2
.
0
1
.
0
0
.
6
0
.
7
1
.
1
1
.
7
2
.
3
2
.
5
2
.
7
3
.
5
3
.
6
2
.
9
2
.
0
2
.
1
1
.
8
1
.
2
0
.
8
0
.
6
0
.
5
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
7
1
.
0
1
.
2
1
.
4
1
.
4
1
.
2
1
.
1
1
.
2
1
.
4
1
.
8
2
.
3
3
.
6
6
.
1
9
.
6
1
0
.
6
2
.
0
0
.
4
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
6
4
.
1
9
.
8
1
1
.
9
1
2
.
8
6
.
2
3
.
5
2
.
2
1
.
4
0
.
9
0
.
8
0
.
9
1
.
3
1
.
8
2
.
5
2
.
3
2
.
3
2
.
1
2
.
8
3
.
0
2
.
4
2
.
5
2
.
1
1
.
5
1
.
0
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
8
1
.
2
1
.
7
2
.
0
2
.
1
1
.
9
1
.
4
1
.
1
0
.
9
0
.
9
1
.
1
1
.
6
2
.
6
4
.
4
4
.
9
0
.
8
0
.
4
0
.
4
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
2
.
7
8
.
8
9
.
0
5
.
5
4
.
9
3
.
5
2
.
5
1
.
9
1
.
3
1
.
0
0
.
8
1
.
0
1
.
4
1
.
9
2
.
5
2
.
2
1
.
8
1
.
4
1
.
1
1
.
6
2
.
0
2
.
1
2
.
5
2
.
0
1
.
5
1
.
0
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
6
0
.
8
1
.
3
2
.
0
2
.
7
3
.
1
3
.
1
2
.
5
1
.
7
1
.
1
0
.
7
0
.
7
0
.
8
1
.
1
1
.
7
1
.
6
0
.
4
0
.
2
0
.
3
0
.
3
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
2
.
9
3
.
6
3
.
6
3
.
3
3
.
2
2
.
7
2
.
1
1
.
5
1
.
1
0
.
9
0
.
8
1
.
0
1
.
5
1
.
9
2
.
1
1
.
9
1
.
1
0
.
5
0
.
4
1
.
0
1
.
8
2
.
1
2
.
3
1
.
9
1
.
4
0
.
9
0
.
6
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
5
0
.
8
1
.
3
2
.
1
3
.
1
4
.
1
4
.
5
4
.
3
3
.
2
2
.
0
1
.
3
0
.
9
0
.
7
0
.
6
0
.
7
0
.
6
0
.
2
0
.
2
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
1
.
5
2
.
2
2
.
3
2
.
4
2
.
3
1
.
9
1
.
5
1
.
3
1
.
0
0
.
9
0
.
8
1
.
1
1
.
4
1
.
6
1
.
3
0
.
8
0
.
6
0
.
7
1
.
1
0
.
7
0
.
8
1
.
5
1
.
8
1
.
7
1
.
3
0
.
8
0
.
4
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
5
0
.
8
1
.
2
1
.
9
3
.
1
4
.
3
5
.
5
6
.
5
5
.
7
4
.
0
2
.
7
1
.
8
1
.
3
0
.
7
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
1
.
4
1
.
8
1
.
7
1
.
7
1
.
6
1
.
5
1
.
4
1
.
3
1
.
0
0
.
8
0
.
7
0
.
9
1
.
0
1
.
0
1
.
1
1
.
4
1
.
5
1
.
7
1
.
8
1
.
4
1
.
0
1
.
1
1
.
2
1
.
1
0
.
8
0
.
4
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
4
0
.
6
0
.
7
1
.
0
1
.
6
2
.
5
3
.
8
5
.
2
7
.
0
7
.
6
6
.
7
5
.
8
4
.
4
3
.
2
1
.
3
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
6
1
.
2
1
.
2
1
.
2
1
.
4
1
.
6
1
.
8
1
.
7
1
.
4
0
.
9
0
.
6
0
.
6
0
.
8
1
.
1
1
.
6
2
.
0
1
.
9
2
.
1
4
.
0
3
.
3
2
.
0
2
.
1
1
.
9
1
.
3
0
.
9
0
.
8
0
.
7
0
.
5
0
.
3
0
.
2
0
.
2
0
.
3
0
.
3
0
.
4
0
.
5
0
.
6
0
.
8
1
.
0
1
.
3
1
.
8
2
.
7
3
.
9
5
.
6
6
.
9
7
.
4
8
.
4
8
.
7
7
.
3
2
.
9
0
.
5
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
7
0
.
9
1
.
0
1
.
4
1
.
9
2
.
3
2
.
2
1
.
8
1
.
2
0
.
7
0
.
6
0
.
7
1
.
1
1
.
7
2
.
2
2
.
1
2
.
8
3
.
7
3
.
0
3
.
5
2
.
7
2
.
4
2
.
3
1
.
8
1
.
3
0
.
8
0
.
6
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
4
0
.
5
0
.
7
0
.
8
1
.
0
1
.
1
1
.
2
1
.
4
1
.
8
2
.
4
3
.
4
4
.
3
5
.
6
7
.
7
1
0
.
4
1
1
.
5
6
.
5
0
.
5
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
0
.
7
1
.
1
1
.
5
2
.
1
2
.
8
2
.
8
2
.
4
1
.
9
1
.
5
1
.
0
0
.
7
0
.
9
1
.
5
2
.
0
2
.
5
2
.
5
3
.
4
4
.
2
1
.
5
2
.
1
2
.
2
2
.
6
2
.
5
1
.
9
1
.
5
1
.
0
0
.
8
0
.
6
0
.
5
0
.
5
0
.
4
0
.
4
0
.
5
0
.
6
0
.
8
1
.
1
1
.
3
1
.
5
1
.
5
1
.
4
1
.
4
1
.
5
1
.
8
2
.
3
2
.
9
4
.
3
7
.
0
1
0
.
3
7
.
8
0
.
7
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
1
.
1
1
.
7
2
.
2
3
.
1
3
.
8
3
.
6
3
.
4
3
.
1
2
.
0
0
.
9
0
.
7
1
.
0
1
.
6
2
.
2
2
.
5
2
.
3
2
.
9
3
.
0
2
.
7
2
.
5
2
.
3
1
.
8
1
.
5
1
.
1
0
.
9
0
.
8
0
.
7
0
.
7
0
.
6
0
.
5
0
.
6
0
.
7
0
.
9
1
.
4
1
.
8
2
.
2
2
.
3
2
.
0
1
.
6
1
.
3
1
.
1
1
.
2
1
.
4
1
.
9
3
.
1
5
.
0
4
.
5
0
.
5
0
.
4
0
.
4
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
6
1
.
5
2
.
4
3
.
4
5
.
3
6
.
4
7
.
1
5
.
2
2
.
9
1
.
3
0
.
5
0
.
6
1
.
1
1
.
7
2
.
4
2
.
4
2
.
5
2
.
9
2
.
7
2
.
2
1
.
8
1
.
5
1
.
1
1
.
1
1
.
1
1
.
2
1
.
1
0
.
9
0
.
8
0
.
7
0
.
8
1
.
0
1
.
5
2
.
3
3
.
0
3
.
4
3
.
2
2
.
7
1
.
8
1
.
2
0
.
9
0
.
8
0
.
9
1
.
3
2
.
1
1
.
9
0
.
4
0
.
2
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
7
2
.
3
4
.
3
7
.
1
1
4
.
3
1
1
.
3
5
.
9
2
.
9
1
.
5
0
.
7
0
.
5
0
.
8
1
.
3
1
.
9
2
.
2
2
.
3
2
.
1
1
.
8
1
.
7
1
.
5
1
.
4
1
.
4
1
.
6
1
.
8
1
.
8
1
.
6
1
.
2
0
.
9
0
.
9
1
.
1
1
.
6
2
.
5
3
.
5
4
.
5
4
.
8
4
.
6
3
.
3
2
.
1
1
.
3
0
.
9
0
.
7
0
.
7
0
.
9
0
.
8
0
.
3
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
1
.
6
6
.
2
1
2
.
3
1
1
.
7
9
.
6
4
.
6
2
.
9
1
.
8
1
.
2
0
.
8
0
.
8
1
.
0
1
.
4
1
.
7
1
.
6
1
.
3
1
.
2
1
.
3
1
.
5
1
.
7
2
.
3
2
.
8
2
.
9
2
.
7
2
.
1
1
.
5
1
.
1
1
.
1
1
.
5
2
.
3
3
.
5
4
.
7
6
.
0
6
.
8
5
.
7
4
.
0
2
.
7
1
.
7
1
.
2
0
.
7
0
.
5
0
.
4
0
.
3
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
6
.
0
8
.
8
6
.
6
5
.
1
4
.
2
3
.
0
2
.
2
1
.
6
1
.
2
0
.
9
0
.
9
1
.
0
1
.
1
1
.
0
0
.
9
1
.
1
1
.
4
2
.
0
2
.
7
3
.
6
4
.
3
4
.
3
3
.
8
2
.
8
1
.
8
1
.
4
1
.
4
1
.
9
2
.
8
4
.
1
5
.
8
7
.
5
7
.
4
6
.
6
5
.
7
4
.
1
2
.
9
1
.
2
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
8
3
.
4
3
.
4
3
.
3
3
.
2
3
.
0
2
.
4
1
.
8
1
.
4
1
.
1
1
.
0
0
.
9
0
.
9
0
.
8
0
.
9
1
.
2
1
.
8
2
.
8
3
.
9
4
.
9
5
.
9
6
.
1
4
.
7
3
.
1
2
.
1
1
.
6
1
.
7
2
.
1
2
.
9
4
.
1
5
.
7
6
.
8
7
.
7
8
.
9
8
.
6
6
.
8
2
.
3
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
6
1
.
8
2
.
2
2
.
3
2
.
3
2
.
1
1
.
7
1
.
4
1
.
2
1
.
1
1
.
0
0
.
9
0
.
8
1
.
1
1
.
5
2
.
3
3
.
4
4
.
8
6
.
5
7
.
7
7
.
0
5
.
6
4
.
0
2
.
8
2
.
1
1
.
8
1
.
9
2
.
4
3
.
3
4
.
1
5
.
8
8
.
5
1
1
.
1
1
1
.
2
4
.
0
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
7
1
.
6
1
.
7
1
.
6
1
.
6
1
.
5
1
.
5
1
.
5
1
.
4
1
.
1
0
.
9
0
.
9
1
.
1
1
.
6
2
.
3
3
.
5
5
.
1
6
.
7
7
.
4
7
.
8
7
.
6
6
.
1
4
.
1
2
.
3
1
.
3
1
.
3
1
.
6
2
.
1
2
.
9
4
.
7
7
.
9
1
0
.
1
3
.
9
0
.
5
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
9
1
.
2
1
.
1
1
.
2
1
.
4
1
.
7
1
.
9
1
.
8
1
.
4
1
.
0
0
.
8
1
.
0
1
.
4
2
.
0
2
.
9
3
.
9
5
.
4
7
.
6
1
0
.
1
1
0
.
6
8
.
6
3
.
3
0
.
9
0
.
6
0
.
7
0
.
9
1
.
3
2
.
0
3
.
5
4
.
9
1
.
8
0
.
4
0
.
4
0
.
3
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
0
.
8
0
.
9
1
.
1
1
.
5
2
.
1
2
.
4
2
.
3
1
.
8
1
.
3
1
.
0
0
.
9
1
.
1
1
.
4
1
.
9
2
.
7
4
.
5
7
.
6
1
1
.
1
1
1
.
2
2
.
7
0
.
5
0
.
4
0
.
4
0
.
4
0
.
5
0
.
8
1
.
4
1
.
8
0
.
7
0
.
2
0
.
3
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
0
.
8
1
.
2
1
.
6
2
.
3
3
.
0
2
.
9
2
.
5
2
.
0
1
.
6
1
.
1
0
.
9
1
.
0
1
.
3
2
.
0
3
.
6
6
.
4
5
.
8
1
.
1
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
3
0
.
5
0
.
7
0
.
4
0
.
1
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
6
1
.
2
1
.
8
2
.
4
3
.
4
4
.
0
3
.
7
3
.
7
3
.
1
1
.
9
0
.
9
0
.
7
0
.
9
1
.
5
2
.
3
1
.
4
0
.
4
0
.
4
0
.
4
0
.
4
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
7
1
.
7
2
.
7
3
.
8
5
.
9
7
.
2
7
.
2
4
.
8
2
.
6
1
.
1
0
.
6
0
.
7
0
.
9
0
.
5
0
.
3
0
.
3
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
9
2
.
7
4
.
9
9
.
1
1
5
.
4
1
0
.
1
4
.
8
2
.
5
1
.
3
0
.
8
0
.
6
0
.
5
0
.
3
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
2
.
6
7
.
8
1
2
.
7
1
1
.
9
7
.
6
4
.
0
2
.
6
1
.
7
1
.
1
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
8
7
.
7
8
.
3
5
.
6
4
.
9
3
.
9
2
.
8
2
.
1
1
.
5
1
.
1
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
1
.
2
3
.
3
3
.
4
3
.
1
3
.
1
2
.
8
2
.
2
1
.
7
1
.
3
1
.
0
0
.
7
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
8
1
.
9
2
.
2
2
.
2
2
.
2
2
.
0
1
.
6
1
.
3
1
.
1
0
.
9
0
.
6
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
9
1
.
6
1
.
6
1
.
6
1
.
5
1
.
5
1
.
4
1
.
4
1
.
2
0
.
8
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
1
.
0
1
.
2
1
.
1
1
.
2
1
.
5
1
.
8
1
.
8
1
.
6
1
.
1
0
.
6
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
5
0
.
8
0
.
9
1
.
2
1
.
6
2
.
2
2
.
4
2
.
1
1
.
5
0
.
9
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
0
.
9
1
.
3
1
.
8
2
.
5
3
.
0
2
.
7
2
.
3
1
.
8
1
.
3
0
.
6
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
7
1
.
4
2
.
0
2
.
6
3
.
7
4
.
0
3
.
7
3
.
7
2
.
8
1
.
4
0
.
5
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
9
1
.
9
3
.
0
4
.
3
6
.
6
8
.
0
6
.
9
4
.
1
2
.
0
0
.
7
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
1
.
3
3
.
2
5
.
9
1
1
.
4
1
5
.
1
8
.
4
4
.
0
2
.
1
1
.
0
0
.
5
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
4
.
1
9
.
7
1
2
.
5
1
1
.
3
6
.
1
3
.
6
2
.
3
1
.
5
1
.
0
0
.
7
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
1
.
6
8
.
2
7
.
4
5
.
0
4
.
6
3
.
6
2
.
6
2
.
0
1
.
4
1
.
0
0
.
7
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
3
1
.
6
3
.
1
3
.
3
3
.
0
3
.
1
2
.
7
2
.
2
1
.
6
1
.
2
0
.
9
0
.
6
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
1
.
0
2
.
0
2
.
2
2
.
2
2
.
2
2
.
0
1
.
6
1
.
4
1
.
1
0
.
7
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
1
.
1
1
.
6
1
.
6
1
.
6
1
.
6
1
.
6
1
.
6
1
.
4
1
.
0
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
5
1
.
0
1
.
2
1
.
2
1
.
5
1
.
8
2
.
0
1
.
8
1
.
4
0
.
8
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
6
0
.
9
1
.
1
1
.
5
2
.
1
2
.
5
2
.
4
2
.
0
1
.
5
1
.
2
0
.
8
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
7
1
.
1
1
.
5
2
.
2
3
.
0
3
.
1
2
.
9
2
.
9
2
.
8
2
.
0
0
.
9
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
1
.
1
1
.
6
2
.
2
3
.
1
4
.
4
4
.
7
5
.
8
5
.
3
3
.
1
1
.
5
0
.
6
0
.
3
0
.
3
0
.
3
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
6
1
.
4
2
.
2
3
.
4
5
.
0
9
.
8
1
1
.
5
7
.
2
3
.
5
1
.
8
1
.
0
0
.
7
0
.
5
0
.
5
0
.
4
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
1
.
6
3
.
4
7
.
2
1
1
.
5
1
4
.
1
6
.
4
3
.
5
2
.
3
1
.
6
1
.
2
0
.
9
0
.
8
0
.
7
0
.
6
0
.
4
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
3
.
7
9
.
0
1
1
.
9
6
.
7
5
.
3
3
.
7
2
.
7
2
.
1
1
.
6
1
.
2
1
.
1
1
.
0
0
.
9
0
.
6
0
.
4
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
7
5
.
8
5
.
4
4
.
1
3
.
4
3
.
1
2
.
8
2
.
3
1
.
7
1
.
4
1
.
3
1
.
3
1
.
3
0
.
9
0
.
5
0
.
3
0
.
2
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
4
1
.
7
2
.
3
2
.
3
2
.
2
2
.
1
1
.
9
1
.
6
1
.
5
1
.
6
1
.
9
1
.
8
1
.
4
0
.
9
0
.
5
0
.
3
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
9
1
.
7
1
.
7
1
.
5
1
.
4
1
.
3
1
.
5
1
.
9
2
.
4
2
.
4
2
.
1
1
.
6
1
.
4
1
.
1
0
.
6
0
.
3
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
7
1
.
1
1
.
0
1
.
0
1
.
1
1
.
5
2
.
0
2
.
8
3
.
1
3
.
0
2
.
9
3
.
1
2
.
6
1
.
3
0
.
5
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
5
0
.
6
0
.
7
1
.
0
1
.
5
2
.
0
2
.
7
4
.
0
4
.
7
5
.
4
6
.
3
4
.
2
2
.
1
0
.
9
0
.
4
0
.
3
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
1
.
2
2
.
0
2
.
8
4
.
0
7
.
5
1
2
.
8
9
.
6
4
.
6
2
.
4
1
.
4
0
.
9
0
.
6
0
.
5
0
.
4
0
.
3
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
1
.
1
2
.
6
5
.
0
1
0
.
4
1
4
.
0
9
.
6
4
.
4
2
.
8
2
.
0
1
.
5
1
.
0
0
.
7
0
.
6
0
.
4
0
.
4
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
1
.
5
6
.
8
1
2
.
0
9
.
3
5
.
6
4
.
4
3
.
1
2
.
4
1
.
8
1
.
3
1
.
0
0
.
7
0
.
6
0
.
5
0
.
4
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
2
.
6
7
.
0
4
.
4
3
.
6
3
.
0
2
.
9
2
.
4
1
.
9
1
.
4
1
.
1
0
.
9
0
.
8
0
.
7
0
.
5
0
.
3
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
8
2
.
0
2
.
3
2
.
2
2
.
1
1
.
9
1
.
6
1
.
3
1
.
2
1
.
2
1
.
1
1
.
0
0
.
6
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
3
1
.
1
1
.
7
1
.
5
1
.
3
1
.
2
1
.
2
1
.
3
1
.
6
1
.
6
1
.
4
0
.
9
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
8
1
.
0
1
.
0
1
.
0
1
.
2
1
.
6
2
.
1
2
.
2
1
.
9
1
.
3
0
.
7
0
.
4
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
5
0
.
7
1
.
0
1
.
3
1
.
8
2
.
5
2
.
9
2
.
5
2
.
0
1
.
5
1
.
0
0
.
5
0
.
3
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
9
1
.
5
2
.
0
2
.
7
3
.
7
3
.
7
3
.
3
3
.
2
2
.
3
1
.
1
0
.
4
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
1
.
2
2
.
1
3
.
0
4
.
5
6
.
0
6
.
9
6
.
0
3
.
6
1
.
7
0
.
6
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
1
.
7
3
.
4
5
.
7
1
2
.
1
1
3
.
4
7
.
6
3
.
7
1
.
8
0
.
9
0
.
4
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
7
4
.
5
1
0
.
6
1
1
.
8
1
2
.
2
5
.
8
3
.
3
2
.
1
1
.
3
0
.
8
0
.
6
0
.
4
0
.
3
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
3
.
1
8
.
8
8
.
3
5
.
3
4
.
8
3
.
3
2
.
5
1
.
8
1
.
2
0
.
9
0
.
6
0
.
4
0
.
3
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
4
2
.
9
3
.
5
3
.
5
3
.
2
3
.
2
2
.
6
2
.
0
1
.
5
1
.
1
0
.
8
0
.
5
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
1
.
5
2
.
2
2
.
3
2
.
3
2
.
2
1
.
9
1
.
5
1
.
2
0
.
9
0
.
6
0
.
4
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
4
1
.
4
1
.
7
1
.
6
1
.
6
1
.
6
1
.
4
1
.
3
1
.
1
0
.
8
0
.
5
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
7
1
.
2
1
.
2
1
.
2
1
.
4
1
.
6
1
.
6
1
.
5
1
.
1
0
.
6
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
7
0
.
9
1
.
0
1
.
4
1
.
9
2
.
2
2
.
0
1
.
5
0
.
9
0
.
5
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
8
1
.
1
1
.
5
2
.
2
2
.
7
2
.
6
2
.
1
1
.
6
1
.
3
0
.
7
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
0
.
6
1
.
2
1
.
7
2
.
3
3
.
2
3
.
5
3
.
3
3
.
2
2
.
9
1
.
7
0
.
7
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
4
1
.
0
1
.
8
2
.
4
3
.
4
5
.
1
5
.
8
6
.
7
4
.
9
2
.
7
1
.
1
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
1
.
1
2
.
4
4
.
1
6
.
7
1
3
.
6
1
0
.
9
5
.
7
2
.
8
1
.
4
0
.
7
0
.
4
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
2
.
0
5
.
0
1
1
.
8
1
2
.
5
1
0
.
3
4
.
6
2
.
9
1
.
8
1
.
2
0
.
7
0
.
5
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
6
6
.
9
1
0
.
2
8
.
0
5
.
4
4
.
4
3
.
0
2
.
2
1
.
6
1
.
0
0
.
6
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
3
1
.
2
4
.
8
3
.
8
3
.
5
3
.
2
3
.
0
2
.
3
1
.
7
1
.
1
0
.
7
0
.
4
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
1
.
9
2
.
3
2
.
2
2
.
1
1
.
9
1
.
4
0
.
9
0
.
6
0
.
4
0
.
2
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
5
1
.
4
1
.
6
1
.
4
1
.
2
0
.
9
0
.
7
0
.
4
0
.
3
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
6
1
.
0
0
.
9
0
.
7
0
.
5
0
.
4
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
4
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
8
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
4
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS801
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF27 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts
26 Forward throw wall shoebox SINGLE N.A.0.900 LSI cat # SLM-LED-12L-SIL-FT-40-70CRI-BRZ-BKS-XBO WM 93.1
18 XLCL-3-LED-HO-CW-HSS SINGLE N.A.0.900 XLCL-3-LED-HO-CW-HSS 542.7
13 XLCL-FT-LED-HO-NW-HSS SINGLE N.A.0.900 XLCL-FT-LED-HO-NW-HSS 543.8
2 Twin XLCL-FT-LED-HO-NW-HSS BACK-BACK N.A.0.900 XLCL-FT-LED-HO-NW-HSS 543.8
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
CalcPts_1 Illuminance Fc 1.55 22.3 0.0 N.A.N.A.
NOTES:
1. ALL LIGHTING SHALL BE DOWN CAST AND FULL CUT-OFF.
2. SITE LIGHTING WILL BE IN COMPLIANCE WITH SECTION 165-201.07
OUTDOOR LIGHTING OF THE FREDERICK COUNTY ZONING ORDINANCE.
3. LIGHT POLES SHALL BE A MAXIMUM OF 25' IN HEIGHT.
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
LI
G
H
T
I
N
G
P
L
A
N
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
8
0
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
5
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS802
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF28 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
LI
G
H
T
I
N
G
D
E
T
A
I
L
S
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
8
0
3
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
6
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS803
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF29 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
LI
G
H
T
I
N
G
D
E
T
A
I
L
S
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
678
67
8
6
7
9
679 679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4684
684684686
6
8
6
68
6
686
686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
676
675675
676
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'
MIN. DOWNSTREAM WIDTH = 18.25'
MIN. ROCK SIZE D50 = 9"
MIN. THICKNESS = 13.5"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'
MIN. DOWNSTREAM WIDTH = 18.25'
MIN. ROCK SIZE D50 = 8"MIN. THICKNESS = 13.5"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
6
7
5
672672
674
675
673
674
676
TR
A
I
L
E
R
P
A
R
K
I
N
G
2'
R
.
2'R
.
2'R.
5
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
5
7
11
20
25
TR
A
I
L
E
R
P
A
R
K
I
N
G
10
'
R
.
8'
R
.
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
2'
R
.
2'
R
.
5'R
.
2'R.
4
3
28
32
6
37
59
6
6
4
15
419
16
352'R.
2'
R
.
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS
BRF A BRF BBRF C
BRF D
BRF G
2'
R
.
2'R
.
AD
A
ADA
AD
A
ADA
ADAADA
AD
A
15' X 50' RAMP
15' X 50' RAMP
AD
A
20' STORM SEWER EASEMENT
SWM/BMP ESMT
SWM/BMP ESMT
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=672.55
GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=677.79
GRAVEL CHECK DAM
ELEV=677.79
OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
20' STORM
SEWER
EASEMENT
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
FIRE
ACCESS
FIRE
ACCESS
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
TP TP
1-FLUSHING ASM.
0+00 1+00 1+50
1-FLUSHING ASM.
C/O C/O
0+001+001+50
PR
I
V
A
T
E
FR
E
D
E
R
I
C
K
W
A
T
E
R
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
35.
0
0
'
EX
.
S
T
R
E
A
M
C
E
N
T
E
R
L
I
N
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
9
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
7
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS900
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF30 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
LEGEND
PROP. SHADE TREE
PLANT LABEL
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
LA
N
D
S
C
A
P
E
P
L
A
N
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
EVERGREEN TREE PLANTING
SHRUB PLANTING
TREE PLANTING
TYPICAL MULCH EDGING DETAIL
PARKING LOT LANDSCAPE CALCULATIONS:
GENERAL PLANT LIST
OR PERENNIAL PLANTING DETAIL
GROUNDCOVER, ORNAMENTAL GRASS
PLAN VIEW
"D"
"D"
"D"
PLANTING SECTION
BIORETENTION PLANT LIST
BIORETENTION PLANTING CALCULATIONS:
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
9
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
3
8
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS901
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF31 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
LA
N
D
S
C
A
P
E
D
E
T
A
I
L
S
352'R.
2'
R
.
CONC. CURB FLUME CONC. CURB FLUME
CG-6 TYP.
PHASE 2 PARKING (TYP.)
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL CHECK DAM
ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
675
6
7
5
675
6
7
5
67
4
6
7
4
6
7
4
676
67
6
67
6676676
6
7
6
675
676
675675
676
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'
6
7
5
675
676
TP
BIO-RETENTION FILTER A BIO-RETENTION FILTER C BIO-RETENTION FILTER B
CONC. CURB
FLUME
CONC. CURB FLUME
SWM/BMP ESMT
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADERGRAVEL CHECK DAM
ELEV=677.79
GRAVEL CHECK DAM
ELEV=677.79
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
20' STORM
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
685
690
1-FLUSHING ASM.
BIO-RETENTION FILTER G
SWM/BMP ESMT
GRAVEL CHECK DAM
ELEV=672.55
OBSERVATION WELL
(TYP.)CLEANOUT (TYP.)
6
7
5
6
7
3
6
7
3
6
7
4
6
7
4
6
7
6
675
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"
79' OF 8" SDR-35 @ 1.00%
PROP. SAN. LATERAL STUBOUT INV=671.86
BIO-RETENTION FILTER D
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
9
1
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS910
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF32 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
BIORETENTION FILTERS A, B, AND C
SCALE: 1" = 20'
BIORETENTION FILTER D
SCALE: 1" = 20'
BIORETENTION FILTER G
SCALE: 1" = 20'
LEGEND
PROP. PERENNIALS/
PLANT LABEL
PROP. SHRUBS
GROUNDCOVER
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
BI
O
R
E
T
E
N
T
I
O
N
L
A
N
D
S
C
A
P
E
P
L
A
N
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
67
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
67
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
678
67
8
6
7
9 679 679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 684684
6846846866
8
6
68
6
686686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
676
675675
676
6
7
5
672672
673
6
7
4
674
6
7
4
675
673
674
676
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
N 38°18'52" E 1491.88'
N 38°18'52" E 149.45'
S
5
1
°
4
1
'
0
8
"
E
2
7
1
.
9
0
'
S 38°18'52" W
S
5
1
°
4
1
'
0
8
"
E
4
6
8
.
8
4
'
S 38°18'52" W 729.42'
N
5
1
°
4
1
'
0
8
"
W
7
9
0
.
1
2
'
L
8
L1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
37.07'
N
5
1
°
4
1
'
0
8
"
W
5
9
0
.
5
0
'
L11
C2
C1 L10
1032.93'
L
9
L
4
L7
L6 L3
L
5
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
SSF
SSF
LOD
LOD
LOD
LOD
DD
CE
BAFFLE
SB
668 670
674
SSF
OP
CIP
SSF SSF
SSF
SSF
DD
DD
DD
DD
74' OF 30" RCP CL III @ 0.40%
STR BRF-A 48" MH
RIM 673.00
INV IN 667.28 ()
INV OUT 667.25
29' OF 15" HDPE @ 1.22%
125' OF 24" RCP CL III @ 0.40%
TO BE PLUGGED
STR A1 48" MH
RIM 674.45
INV IN 666.10 (A)
INV IN 666.20 (1)
INV OUT 665.87
129' OF 30" RCP CL III @ 0.43%
STR 1 60" MH
RIM 674.25
INV IN 666.95 (2)
INV OUT 666.75
173' OF 30" RCP CL III @ 0.43%
ST
17.28' WEIRELEV. 675
672673 674 676675
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
PRE DEV.
DA B
1.3156 AC FOREST
CN = 55
PRE DEV.
DA A
5.7698 AC. IMPERVIOUS
8.9367 AC. MANAGED TURF
CN = 76
PRE DEV
DA D
0.0426 AC IMPERVIOUS
3.5459 AC MANAGED TURF
0.0381 AC FOREST
CN = 61
PRE DEV.
DA E
1.7202 AC IMPERVIOUS
6.4917 AC MANAGED TURF
CN = 69
PRE DEV.
DA F
0.3024 AC IMPERVIOUS
2.7225 AC MANAGED TURF
CN = 65 PRE DEV
DA G
0.2987 IMPERVIOUS
0.7106 MANAGED TURF
CN = 72
PRE DEV
DA H
0.3110 IMPERVIOUS
1.1498 MANAGED TURF
CN = 69
PRE DEV.
DA C
0.2893 AC MANAGED TURF
0.7667 AC FOREST
CN = 57
PRE DEV DA AREA A
TC FLOW PATH
PRE DEV DA AREA D
TC FLOW PATH
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
0
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
2
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1000
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF33 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
EROSION AND SEDIMENT
CONTROL LEGEND
SB
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
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
Table 3.29.2 Sediment Trap Key
Design Aspects
Trap Number ST-1
Type (stone weir/pipe)stone
Drainage area 2.88 Ac.
Wet Storage Req 193 CY
Wet Storage Prov 193 CY
Dry Storage Req 193 CY
Dry Storage Prov 248 CY
Weir Width 17.28'
Pipe Diameter N/A
Weir/Pipe Elevations 675.00
Storage Depth 1.50
Cleanout Ele 672.75
Embankment ele 676.00
Trap Bottom Ele 672.00
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
6
7
8
.
1
1
6
7
8
.
0
0
6
7
8
.
0
0
6
7
8
.
0
0
6
7
8
.
0
0
6
7
8
.
0
0
6
7
8
.
0
5
676.86
676.15
676.79
676.18
676.95
676.22
676.62
675.98
676.69
676.01
676.05
681.86
678.00
678.00
678.00
678.00
6
7
6
.
8
7
678.00
6
7
6
.
9
8
677.49 676.29 676.29676.77 677.34
677.62 678.09 677.61 679.14679.63
680.77680.44
677.39
677.39
677.39
677.39
677.15
677.39
676.78
677.14
677.04
677.06
677.32
676.64
678.30
682.60 682.60
6
8
2
.
5
0
6
7
9
.
6
3
6
7
6
.
7
2
677.41
680.68
679.22
679.97 680.37
679.48
680.07680.07
681.69
679.80
679.08681.16
683.18 680.34
681.01683.85681.35
681.85
679.79
678.74
678.87
6
7
7
.
3
1
679.36
680.60
680.35
679.34 679.29679.47
680.89
679.24680.50
677.60
676.96
677.36
677.49
677.05
679.02 677.53
676.89
679.36
677.82677.02
680.40
676.97676.84678.73
678.61678.90
679.73 677.43678.02680.06
680.14
680.37
680.59
680.95
680.16
680.41
680.81
677.84677.81
677.88678.60
678.00
681.04
678.62
678.62
680.03 678.74
678.56
678.17
678.51
678.60
678.73
679.70
676.50
679.83
677.01
677.40
676.97
677.53
677.59
6
8
3
.
4
1
?
?
?
6
8
3
.
6
3
6
8
1
.
8
2
680.78
679.73
679.34
684.09
676.34
676.12
676.82
676.00
676.51
677.17
677.96
677.50
677.85
677.00
677.66
678.00 678.00
677.53
678.01
678.00
676.80
678.60
679.27
677.10
677.61 67
7
675
673
67
3
674
676
677
678
678
673673 673674
675
67
2
673 674675
6
7
2
672672
673 674
676
680
6
8
0
680
677
6
7
7
678
679
681
682
683
680681682683
681681 68
2682
683
6
8
0
680 680
6
7
7
6
7
8
6
7
9
6
8
1
681
681 681
6
8
1
682682
682
680679681682 677678
685682683684686687688
680
679
681
680 681
681
67
7
67
8
6
7
7
677
67
7
67
7
677678
678678
6
7
8
679679
680681
682
68
5
68
2
68
3
68
4
68
6
67
6
6
7
6
6
7
7
6
7
8
67
8
680 678679681
682
682
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
67
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
67
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
678
67
8
6
7
9 679 679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 684684
6846846866
8
6
68
6
686686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
BW 687.99 BW 687.21BW 687.14TW 688.44 TW 687.80TW 688.74
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
676
675675
676
680
681
682
680
678
679
67
8
680
679
681
68
2
675
680
680
676
677
677
6
7
8
678
679
679
681
681
68
2
68
2
682
682
6
8
0
67
8 67
9
6
8
1
6
8
2
683
681682
680
6
8
0
6
8
2
68
2
682
682
678
67
9
68
4
68
9
69
4
674 675 674
685
673
67
6
67
6
67
7
678 677.92
EX. 677.52
678.00
EX. 677.66
EX. 676.29
EX. 678.18
678.10
677.25
677.05 677.14677.76 677.13 676.53 676.68677.16
6
7
5
672672
673
6
7
4
674
6
7
4
675
673
674
676
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
BRF A BRF BBRF C
BRF D
BRF G
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
N 38°18'52" E 1491.88'
N 38°18'52" E 149.45'
S
5
1
°
4
1
'
0
8
"
E
2
7
1
.
9
0
'
S 38°18'52" W
S
5
1
°
4
1
'
0
8
"
E
4
6
8
.
8
4
'
S 38°18'52" W 729.42'
N
5
1
°
4
1
'
0
8
"
W
7
9
0
.
1
2
'
L
8
L1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
37.07'
N
5
1
°
4
1
'
0
8
"
W
5
9
0
.
5
0
'
L11
C2
C1 L10
1032.93'
L
9
L
4
L7
L6 L3
L
5
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
21
7
6
5
4
3
2A
12
13
15
16
EX1
EX2
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
EX3
8
ES-A
5A
3A
ES-B
23A
ES-G
23
17
18
ES-D
BRF-D
13A
17A
3B
2B 17B
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
20
'
F
R
E
D
E
R
I
C
K
W
A
T
E
R
E
S
M
T
.
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+0
0
10+00 11+00 12+00 13+00 14+00 15+00 15+26
TP TP
1-FLUSHING ASM.
0+00 1+00 1+50
1-FLUSHING ASM.
C/O C/O
0+001+001+50
PR
I
V
A
T
E
FR
E
D
E
R
I
C
K
W
A
T
E
R
SSF
SSF
LOD
LOD
LOD
LOD
DV
CE
OP OP
OP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
OP
B/M
B/M
B/M
CIP
OP
B/M
B/M
B/M
B/M B/M B/M
B/M
OP
B/M
LOD
IP
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
0
0
2
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
3
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF34 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
NOTE:
1. PROVIDE EC-2 ON ALL SLOPES 4:1 OR STEEPER.
2. CRITICAL SLOPES TO BE STABILIZED
IMMEDIATELY AFTER REACHING FINAL GRADE.
EROSION AND SEDIMENT
CONTROL LEGEND
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
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
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
0
0
3
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
4
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF35 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
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
SEEDING REQUIREMENTS
2 TONS STRAW MULCH PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
1000 LBS. 10-20-20 FERTILIZER PER AC.
PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE
200 LBS. TALL FESCUE PER AC.
20 LBS. ANNUAL RYE PER AC.
AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS:
60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER)
60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU 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 CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE.
TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
0
0
4
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
5
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1004
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF36 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NO
R
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
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
A
N
D
NA
R
R
A
T
I
V
E
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
67
8
67
8
6
7
9
679 679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4
684
684684686
6
8
6
68
6
686
686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
676
675675
676
6
7
5
672672
673
6
7
4
674
6
7
4
675
673
674
676
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
PRE DEV.
DA B
1.3156 AC FOREST
CN = 55
PRE DEV.
DA A
5.7698 AC. IMPERVIOUS
8.9367 AC. MANAGED TURF
CN = 76
PRE DEV
DA D
0.0426 AC IMPERVIOUS
3.5459 AC MANAGED TURF
0.0381 AC FOREST
CN = 61
PRE DEV.
DA E
1.7202 AC IMPERVIOUS
6.4917 AC MANAGED TURF
CN = 69
PRE DEV.
DA F
0.3024 AC IMPERVIOUS
2.7225 AC MANAGED TURF
CN = 65 PRE DEV
DA G
0.2987 IMPERVIOUS
0.7106 MANAGED TURF
CN = 72
PRE DEV
DA H
0.3110 IMPERVIOUS
1.1498 MANAGED TURF
CN = 69
PRE DEV.
DA C
0.2893 AC MANAGED TURF
0.7667 AC FOREST
CN = 57
PRE DEV DA AREA A
TC FLOW PATH
PRE DEV DA AREA D
TC FLOW PATH
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
1
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
6
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1100
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF37 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
PR
E
-
D
E
V
E
L
O
P
M
E
N
T
D
R
A
I
N
A
G
E
AR
E
A
M
A
P
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
67
8
67
8
6
7
9
679 679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4684
684684686
6
8
6
68
6
686
686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
676
675675
676
6
7
5
672672
673
6
7
4
674
6
7
4
675
673
674
676
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
C
1
ZONED: M-1
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
5
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
5
7
11
20
25
4
3
28
32
6
37
59
6
6
4
15
419
16
35
BRF A BRF BBRF C
BRF D
BRF G
A BC
POST DEV.DA A
3.08 AC.
CN = 91
POST DEV.DA B
3.15 AC.
CN = 90
POST DEV.DA C
2.17 AC.
CN = 86
TO STR 8
AREA: 0.39 AC
C: 0.74
TO STR 7
AREA: 0.50 AC
C: 0.78
TO STR 6
AREA: 0.91 AC
C: 0.66
TO STR 5A
AREA: 0.29 AC
C: 0.63 TO STR 5
AREA: 0.76 AC
C: 0.86
TO STR 4
AREA: 0.64 AC
C: 0.87
TO STR 3A
AREA: 0.47 AC
C: 0.71
TO STR 3B
AREA: 0.81 AC
C: 0.85
TO STR 2A
AREA: 0.13 AC
C: 0.77
TO STR 18
AREA: 0.49 AC
C: 0.90
TO STR 17
AREA: 0.52 AC
C: 0.90
TO STR 12
AREA: 0.63 AC
C: 0.90
TO STR 13
AREA: 0.92 AC
C: 0.85
TO STR 16
AREA: 0.46 AC
C: 0.80
TO STR 21
AREA: 0.66 AC
C: 0.63
TO STR 15
AREA: 0.23 AC
C: 0.73
TO BRF G
AREA: 0.93 AC
C: 0.52
TO BRF D
AREA: 1.82 AC
C: 0.35
TO BRF C
AREA: 2.03 AC
C: 0.74
TO BRF B
AREA: 0.64 AC
C: 0.35
TO BRF A
AREA: 0.58 AC
C: 0.35
ROOF TO BRF B
AREA: 2.50 AC
C: 0.90
ROOF TO BRF A
AREA: 2.50 AC
C: 0.90
ROOF TO STR 5B
AREA: 1.21 AC
C: 0.90
ROOF TO STR 14
AREA: 1.21 AC
C: 0.90
TO STR 23A
AREA: 2.20 AC
C: 0.35
TO STR 2B
AREA: 0.34 AC
C: 0.82
TO GUTTER
AREA: 0.23 AC
C: 0.90
15" HD
P
E
2
7
"
H
D
P
E
3
0
"
H
D
P
E
18"
H
D
P
E
24" HDPE
24" HDPE
21
1
2
"
H
D
P
E
18" HDPE
1
5
"
H
D
P
E
3
6
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
15" HDPE
24" RCP CL III
30" RCP CL III
18" H
D
P
E
2
4
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
3
6
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
3
0
"
R
C
P
C
L
I
I
I
1
8
"
H
D
P
E
2
4
"
H
D
P
E
2
7
"
H
D
P
E
27"
H
D
P
E
1
8
"
H
D
P
E
2
4
"
H
D
P
E
3
0
"
H
D
P
E
18"
H
D
P
E
24" HDPE
24" HDPE
1
5
"
H
D
P
E
2
4
"
H
D
P
E
18" HDPE
1
2
"
H
D
P
E
15" HDPE
15" HDPE
15" HDPE
1
8
"
H
D
P
E
18" HDPE
29' OF 15" HDPE @ 1.22%
30" RCP CL III 28' OF 18" HDPE @ 0.72%24" RCP CL III24" RCP CL III 28' OF 15" HDPE @ 0.54%
2
4
"
H
D
P
E
30" HDPE 30" HDPE
7
6
5
4
3
2A
12
13
15
16
EX1
EX2
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
EX3
8
ES-A
5A
3A
ES-B153' OF 6" PVC SCH-40 @ 0.50%50' OF 6" PVC SCH-40 @ 0.50%50' OF 6" PVC SCH-40 @ 0.50%145' OF 6" PVC SCH-40 @ 0.50%
23A
ES-G
23
1
5
"
R
C
P
C
L
I
I
I
18
"
H
D
P
E
15" HDPE
17
18
ES-D
179' OF 6" PVC SCH-40 @ 0.50%BRF-D 24' OF 18" HDPE @ 0.50%
24" HDPE
13A
17A
15" HDPE
3B
2B
3
0
"
R
C
P
C
L
I
I
I
1
5
"
H
D
P
E
17B
PROVIDE 60"
BASE
STRUCTURE
3
6
"
R
C
P
C
L
I
I
I
67
5
6
8
0
6
8
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685
67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
67
8
67
8
6
7
9
679 679 6
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4684
684684686
6
8
6
68
6
686
686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
673
6
7
3
673
6
8
0
675
680
680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
685
6
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
676
675675
676
6
7
5
672672
673
6
7
4
674
6
7
4
675
673
674
676
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
1
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
4
8
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1101
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF38 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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'
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
NOR
T
H
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
PO
S
T
D
E
V
E
L
O
P
M
E
N
T
D
R
A
I
N
A
G
E
AR
E
A
M
A
P
67
5
6
8
0
68
5
6
8
5
67
2
67
3
67
4
676676
6
7
6
6
7
7
67
7
677
678
6
7
8
678
6
7
9
6
8
1
6
8
2
6
8
2
682
68
3
683
6
8
4
6
8
4
686
68
6
687
687
67
5
67
5
6
7
2
6
7
2
6
7
3
6
7
4
6
7
4
67
6
6
7
6
6
7
7
6
7
7
675
6
7
5
6
7
5
675
6
7
5
67
5
6
7
4
67
4
6
7
4
6
7
4
67667
6
67
6676676
6
7
6
6
7
6
6
7
6
676
6
7
6
67
6
6
7
7
6
7
7
67
7677
6
7
8
67
8 67
9
6
7
9
67
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
67
5
675
6
8
0
68
0
6
8
0
6
8
5
685
685685685685685685 67
1
6
7
1
6
7
1
6
7
1
67
2
6
7
2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
67
4
6
7
4
6
7
4
67
4
674
676
67
6
6
7
6
676
6
7
6
6
7
6
6
7
7
677
67
7
6
7
8
678
67
8
6
7
9 6796796
7
9
6
7
9
679
6
7
9
6
8
1
68
1
6
8
1
6
8
2
68
268
2
683
683 68
4684
6846846866
8
6
68
6
686686
6
8
6
686686
6
8
7
68
7
68868
8
675
67
6
67
7
677
677
678
6
7
8
6
8
0
6
7
7
6
7
8
6
7
9
675
680
6736
7
3
673
6
8
0
675
680680
6
8
0
680
6
8
0
680
680680
680
6
8
0
6
8
5
6
9
0
69
5
680675
680
6856
9
0
685
690
680
675
680
675
675
680
685
675
6
7
0
6
7
0
6
7
6
6
7
2
6
7
0
67
5
675
677
680
67
3
675
676
680
6
8
4
678 677
676
6766
7
7
677
676
675675
676
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'
MIN. DOWNSTREAM WIDTH = 18.25'
MIN. ROCK SIZE D50 = 9"
MIN. THICKNESS = 13.5"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTIONSTANDARD EC-1 TYPE A
MIN. APRON LENGTH = 16'
MIN. UPSTREAM WIDTH = 6.75'MIN. DOWNSTREAM WIDTH = 18.25'MIN. ROCK SIZE D50 = 8"MIN. THICKNESS = 13.5"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE AMIN. APRON LENGTH = 10'MIN. UPSTREAM WIDTH = 6'
MIN. DOWNSTREAM WIDTH = 12'
MIN. ROCK SIZE D50 = 6"MIN. THICKNESS = 9"UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
STANDARD EC-1 TYPE A
MIN. APRON LENGTH = 10'
MIN. UPSTREAM WIDTH = 4.5'
MIN. DOWNSTREAM WIDTH = 11.5'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 9"
UNDERLAY WITH GEOTEXTILE
670671672
673
674
674
675
675
680
672
672
673
673
674
674676677
678679
6
7
5
672672
673
6
7
4
674
6
7
4
66
5
67
0
664664
666
66
7
66
7
6
6
7667
6
6
7 66766766
8
669 66
9
6
6
9
6
7
1
670
6
6
6
6
6
7
667 667
6
6
8
669
665
670
666667668669
671672
673
674
670
667667
668669
671672
673
674
670
675
668669671672673674676677678
67
5
6
7
5
67
3
6
7
3
674
67
4
67
6
67
7
67
8
67
9
675
675
672673674
676
676
675
673
674
676
185.00'
70.00'
130.00'
48.00'
30
.
0
0
'
24.00'
24.00'
55.00'
55.00'
185.00'
55.00'130.00'
30.00'
3
0
.
0
0
'
3
0
.
0
0
'
60.00'
CONCRETE
PAVEMENT
60.00'
CONCRETE
PAVEMENT
TR
A
I
L
E
R
P
A
R
K
I
N
G
2'
R
.
2'R
.
32
.
3
4
'
30.00'
2'R.
48.00'
5
70.00'
26
.
0
0
'
30
.
0
0
'
PROPOSED
324,175 SF. BUILDING
(5,000 SF. OFFICE
319,175 SF. WAREHOUSE)
FFE = 682.60
5
7
11
20
25
TR
A
I
L
E
R
P
A
R
K
I
N
G
A MINIMUM OF 18" OF ADJACENTTRAVEL LANE SHALL BE MILLEDAND RESURFACED WITH 1.5"SM-12.5A TO EXTEND INTO
PROPOSED ENTRANCE PER
WP-2 DETAIL
PR
I
V
A
T
E
R
O
A
D
W
A
Y
W
/
V
A
R
I
A
B
L
E
WI
D
T
H
I
N
G
R
E
S
S
/
E
G
R
E
S
S
P
U
B
L
I
C
AC
C
E
S
S
E
A
S
E
M
E
N
T
C
O
N
N
E
C
T
I
N
G
BR
O
O
K
E
R
O
A
D
T
O
P
A
R
K
C
E
N
T
E
R
DR
I
V
E
.
PRIVATE ROADWAY W/ VARIABLE
WIDTH INGRESS / EGRESS
PUBLIC ACCESS EASEMENT
CONNECTING BROOKE ROAD TO
PARK CENTER DRIVE.
144 LF. PROP. RETAINING WALL
BY OTHERS
10'
R
.
8'
R
.
2'R.
2'R.
2'
R
.
2'
R
.
8'R.
2'R.
2'R
.
2'
R
.
2'
R
.
5'R
.
2'R.
4
3
28
32
6
37
59
6
6
4
15
419
16
20
.
0
0
'
.
TY
P
.
5.00'
8.00'
TYP.
8.00'
20
.
0
0
'
.
TY
P
.
20
.
0
0
'
.
TY
P
.
20
.
0
0
'
.
TY
P
.
352'R.
2'
R
.
9.00'
TYP.
65 LF. PROP. RETAINING WALL BY OTHERS
49 LF. PROP. RETAINING WALL BY OTHERS
14 PROP. CONC.
WHEELSTOPS
PROP.
SECURITY FENCE
SEE ARCH. PLANS
400 SF. PROP.
GUARD SHACK
SEE ARCH PLANS
6' CONC. S/W
8.
5
0
'
9.50'
PROP. CG-12
9.00'
TYP.
PROP. TRASH
ENCLOSURE
W/ CONC. PAD
PROP. TRASH
ENCLOSURE
W/ CONC. PAD
6' CONC. SIDEWALK6' CONC. SIDEWALK
(3) 5' X 5' CONCRETE LANDINGS
BRF A BRF BBRF C
BRF D
BRF G
5' X 5' CONCRETE LANDING
2'
R
.
2'R
.
AD
A
ADA
AD
A
ADA
ADAADA
AD
A
15' X 50' RAMP
15' X 50' RAMP
AD
A
6 PROP. CONC.
WHEELSTOPS (PH. 2)
7 PROP. CONC.
WHEELSTOPS (PH. 2)
105 LF. PROP. RETAINING WALL BY OTHERS
53 LF. PROP. RETAINING WALL BY OTHERS
62 LF. PROP. RETAINING WALL BY OTHERS
53 LF. PROP. RETAINING WALL BY OTHERS
12 PROP. CONC.
WHEELSTOPS (PH. 2)
20' STORM SEWER EASEMENT
SWM/BMP ESMT
SWM/BMP ESMT
SWM/BMP ESMT
GRAVEL FLOW SPREADER
GRAVEL FLOW
SPREADER
GRAVEL FLOW
SPREADER
GRAVEL CHECK DAM
ELEV=673.75GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=672.55
GRAVEL CHECK DAM
ELEV=673.00
GRAVEL CHECK DAM
ELEV=677.79
GRAVEL CHECK DAM
ELEV=677.79
OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)
CLEANOUT (TYP.)CLEANOUT (TYP.)
CLEANOUT (TYP.)
OBSERVATION WELL
(TYP.)OBSERVATION WELL
(TYP.)
OBSERVATION WELL
(TYP.)
20' STORM
SEWER
EASEMENT
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF C
Q=4.38 CFS; V=5.81 FPS
D50=6"; DEPTH=18"
L=8'
GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'GRAVEL FLOW SPREADER - BRF G
Q=1.03 CFS; V=3.38 FPS
D50=6"; DEPTH=18"
L=6'
5
.
5
'
FIRE
ACCESS
FIRE
ACCESS
21
7
6
5
4
3
2A
12
13
15
16
EX1
EX2
EX4
R1
2
1 A1
BRF-A
A
BRF-C
B C
BRF-B
R6
R8
R9
R14A
14
R14B
11 10
20
BRF-G
5B1
5B
R4
R3
R2 R7
EX3
8
ES-A
5A
3A
ES-B
23A
ES-G
23
17
18
ES-D
BRF-D
13A
17A
3B
2B 17B
GRAVEL BUILDING PAD
P
A
R
K
C
E
N
T
E
R
D
R
I
V
E
LOT 27A-2A
PIN 54-A-36T
21.1732 ACRES
C
1
N 38°18'52" E 1491.88'
N 38°18'52" E 149.45'
S
5
1
°
4
1
'
0
8
"
E
2
7
1
.
9
0
'
S 38°18'52" W
S
5
1
°
4
1
'
0
8
"
E
4
6
8
.
8
4
'
S 38°18'52" W 729.42'
N
5
1
°
4
1
'
0
8
"
W
7
9
0
.
1
2
'
5
5
.
5
2
'
S
5
1
°
4
1
'
0
8
"
E
L
8
L1
L2
N
5
1
°
4
1
'
0
3
"
W
3
6
5
.
8
6
'
ZONED: M-1
VA. ROUTE 1328
BROOKE ROAD
25 MPH POSTED SPEED LIMIT
VA
.
R
O
U
T
E
1
3
2
3
PA
R
K
C
E
N
T
E
R
D
R
I
V
E
37.07'
N
5
1
°
4
1
'
0
8
"
W
5
9
0
.
5
0
'
L11
C2
C1 L10
1032.93'
L
9
L4
L7
L6 L3
L
5
LOT 27A-2B
PIN 54-A-36T
10.5090 ACRES
ZONED: M-1
35
.
0
0
'
EX. STREAM CENTERLINE
EX
.
S
T
R
E
A
M
C
E
N
T
E
R
L
I
N
E
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
BRF:A
5,800 S.F.
Outlet RIM= 673.00
Underdrain INV.= 667.25
Mulch Surface El = 672.00
Mulch Surface Area= 5,764 ft2
FORE BAY
INV. = 672.00
FORE BAY
INV. = 672.00
BRF:C
3,700 S.F.
Outlet RIM= 673.00
Underdrain INV.= 667.75
Mulch Surface El = 672.00
Mulch Surface Area=3,679 ft2
FORE BAY
INV. = 672.75BRF:B
5,900 S.F.
Outlet RIM= 673.75
Underdrain INV.= 668.00
Mulch Surface El = 672.75
Mulch Surface Area= 5,858 ft2
FORE BAY
INV. = 676.79 FORE BAY
INV. = 676.79
BRF:G
2,100 S.F.
Outlet RIM= 677.79
Underdrain INV.= 672.40
Mulch Surface El = 676.79
Mulch Surface Area=2,069 ft2
FORE BAY
INV. = 671.55
BRF:D
4,300 S.F.
Outlet RIM= 672.55
Underdrain INV.= 666.32
Mulch Surface El = 671.55
Mulch Surface Area=4,276 ft2
A
A
B
BC
D
D
G
D.A. TO BRF B = 3.15 Ac.
D.A. TO BRF A = 3.08 Ac.
D.A. TO BRF C = 2.17 Ac.
D.A. TO BRF D = 2.57 Ac.
INCLUDES VOLUME FOR FUTURE DEVELOPMENT
D.A. TO BRF G = 1.43 Ac.
INCLUDES VOLUME FOR FUTURE DEVELOPMENT
NORTH
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
2
0
0
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
5
0
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1200
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF39 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
00 80'160'
11-21-2018
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
SW
M
&
B
M
P
P
L
A
N
K:
\
P
r
o
j
e
c
t
s
\
J
O
H
D
\
J
O
H
D
1
7
0
1
-
W
i
n
c
h
e
s
t
e
r
I
n
d
u
s
t
r
i
a
l
P
r
o
p
e
r
t
i
e
s
\
D
E
S
I
G
N
\
_
P
U
B
L
I
S
H
\
S
i
t
e
P
l
a
n
\
C
S
1
2
0
1
.
d
w
g
PL
O
T
T
E
D
:
11
/
2
1
/
2
0
1
8
1
1
:
5
1
A
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
M
u
l
h
o
l
l
a
n
d
PL
O
T
S
T
Y
L
E
:
Pe
n
n
o
n
i
N
C
S
.
s
t
b
PR
O
J
E
C
T
S
T
A
T
U
S
:
--
-
-
APPROVED PERMIT DRAWNIGS
CS1201
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
JOHD1701
AS NOTED
TEAM
2018-09-12
MMA
SHEET
APPROVED BY
OF40 40
DRAWN BY
DRAWING SCALE
DATE
PROJECT
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
ˆ
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
d
i
l
l
y
S
t
r
e
e
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
11-21-2018
P
No. 20674
RONALD A. MISLOWSKY, JR.
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
WI
N
C
H
E
S
T
E
R
I
N
D
U
S
T
R
I
A
L
P
R
O
P
E
R
T
I
E
S
LO
T
2
7
A
-
2
A
SP
#
3
6
-
1
8
BR
O
O
K
E
R
O
A
D
|
S
T
O
N
E
W
A
L
L
D
I
S
T
R
I
C
T
|
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
.
JO
H
N
S
O
N
D
E
V
E
L
O
P
M
E
N
T
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
10
0
D
U
N
B
A
R
S
T
R
E
E
T
,
S
U
I
T
E
4
0
0
|
S
P
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
6
BI
O
R
E
T
E
N
T
I
O
N
D
E
T
A
I
L
S