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AS SHOWN
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2018-01-10
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APPROVED BY
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DRAWN BY
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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.
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DAVID L. FRANK
Lic. No.1061
Page 1 of 1
Virginia Department of Transportation
Staunton District
Rev. June 19, 2013
VDOT General Notes
V1.All work on this project shall conform to the current editions of and latest revisions to the
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern.
V2.All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3.When working withinVDOT right-of-way, all traffic control, whether permanent or temporary,
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 com panies and VDOT prior to initiation of work.
V7.The contractor shall notify the local VDOT Land Development Office when work is to begin or
cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance
notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332 -9500 for any traffic control
plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of
the installation and removal of the work zone.
V9.The contractor shall be responsible for maintaining a VDOT permitted temporary construction
entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control
Handbook. Furthermore, access to other properties affected by this project shall be maintained
through construction.
V10.Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11.All water and sewer lines within existing or proposed VDOT right -of -way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage
facilities at conflict points.
V12.Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voi ds, caves, etc.)
encountered during the course of construction shall be immediately brought to the attention of
the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be
determined by the engineer and approved by VDOT.
V13.All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement of fill. A VDOT representative shall be present to insure the
soil sample(s) obtained for CBR’s is representative of the locati on. When soil samples are
submitted to private laboratories for testing, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be performed in accordance
with all applicable VDOT standards and procedures.
V14.All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in accordance with the lift thicknesses, density and moisture requirements as
specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise.
V15.VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or
as specified by VDOT.
V16.A post installation visual/video camera inspection shall be conducted by the Contractor on all
pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe
culverts, a minimum of one pipe installation for each size of each material type will be inspected
or ten percent of the total amount for each size and material type summarized. All pipe
installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe
for inspection purposes. Additional testingmay be required as directed by the Area Land Use
Engineer or their representative.
V17.The installation of any entrances and mailboxes within any dedicated street right-of-way shall
meet VDOT minimum design standards and is the responsibility of the 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 L and Development Office
prior to acceptance of the work. Unit and total prices may be obscured.
V20.Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with Section
304 of the VDOT Road and Bridge Specifications and VTM -10. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT
daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of
the density control strip.
V21.Asphalt concrete pavements shall be placed in accordance with Section 315 o f the VDOT Road
and Bridge Specifications. Density shall be determined using the density control strip as specified in
Section 315 and VTM -76. A certified compaction technician shall perform these tests. Certified copies
of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of
the control strip.
V22.In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition
of the foundation. The contractor shall report findings of foundation exploration to the engineer
and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT
Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall be determined
by the engineer and approved by VDOT.
V23.VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans
in accordance with VDOT’s installation criteria. Final approval of the guardrail layoutto 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.
CG-6
SIDEWALK
LIMITS OF CLEARING AND GRADING
STORM SEWER
WATERLINE
SPOT ELEVATION
CONTOURS
UNDERGROUND ELECTRIC SERVICE
SANITARY SEWER WITH MANHOLE
PROPERTY LINE
SIGN POST
LEGEND
GATE VALVE
FIRE HYDRANT ASSEMBLY
BUILDING
CG-6R (REVERSE GUTTER SLOPE)
ABBREVIATIONS
SS
WATER METERM
SANITARY SEWER WITH CLEANOUTCOCO
UTILITY POLE
SITE LIGHTING
STORM SEWER STRUCTURE
GAS LINE
OVERHEAD ELECTRIC SERVICE
UNDERGROUND TELEPHONE
FENCE LINE
1717 STORM STRUCTURE LABEL
1717 SAN. SEWER LABEL
PROPOSED MONUMENT SIGN
TREE LINE
GRAVEL FLOW SPREADER
RIP RAP
WELLTOWN ROAD AND MERCEDES COURT
43-A-52A
HOTEL
3.73 ACRES
3.73 ACRES
YARDS/SETBACKS
FRONT 35'
REQUIRED PROVIDED
49'+/-
TAX IDENTIFICATION NUMBER
TOTAL PROJECT DEVELOPED AREA
SITE DEVELOPMENT SUMMARY
SITE ADDRESS
CURRENT USE
PROPOSED USE
TOTAL PROJECT DISTURBED AREA
VACANT
OCCUPANCY CLASSIFICATION
BUILDING DATA
B2; IA (INTERSTATE OVERLAY DISTRICT)EXISTING ZONING
3.71 ACRESON-SITE DISTURBED AREA
1.67 ACRESTOTAL PROJECT IMPERVIOUS AREA
REAR
SIDE
0'
0'
132'+/-
70'+/-
R-1
CONSTRUCTION TYPE
VA
TOTAL GROSS BUILDING AREA
43,800 SF.
FIRST FLOOR AREA
11,121 SF.
0.02 ACRESDISTURBED AREA WITHIN R/W
43-A-52C
2.3118 AC.
1.3981 AC.
SITE AREA 3.7099 AC.----
0.06 ACRESOFF-SITE IMPERVIOUS AREA
1.61 ACRESON-SITE IMPERVIOUS AREA
PARKING SPACES REQUIRED
PARKING SCHEDULE
90 SPACES
PARKING SPACES PROVIDED 94 SPACES
H.C. SPACES REQUIRED 4
H.C. SPACES PROVIDED 6
* ALL OTHER DELINEATED SPACES ARE FOR LOADING/UNLOADING OF
REFUSE/RECYCLING ONLY.
SECOND FLOOR AREA
10,893 SF.
THIRD FLOOR AREA
10,893 SF.
FOURTH FLOOR AREA
10,893 SF.
STORIES
4 STORIES
BUILDING HEIGHT
+/- 53'-5"
TOTAL NUMBER OF ROOMS
90 GUEST ROOMS
SPRINKLER SYSTEM
FULLY SPRINKLERED - NFPA 13-R
TRIP GENERATION
ITE, 7TH EDITION ESTIMATES THIS
SITE AT FULL DEVELOPMENT
WOULD GENERATE 802 T.P.D.
USE CODE: 210
1.00MAX. FAR ALLOWED
0.43PROPOSED FAR
(95.08%) 57,905.11 SF.LANDSCAPED AREA PROVIDED
(15.00%) 9,135.21 SF.MIN. LANDSCAPED AREA REQUIRED:
IMPERVIOUS AREA
DISTURBED AREA
FLOOR AREA RATIO
LANDSCAPED AREA
53.5'BUILDING HEIGHT PROPOSED
60' (HOTEL)MAX. BUILDING HT. ALLOWED
BUILDING HEIGHT
LOADING SPACES REQUIRED 2 SPACES
LOADING SPACES PROVIDED 2 SPACES
WATER AND SANITARY
SEWER USAGE
11,700 GPD ESTIMATED
SIGNAGE:
43-A-52A 43-A-52C
(33.48%) 33,712.08 SF.
(15.00%) 15,104.56 SF.
1.THIS PROPERTY IS WITHIN THE IA (INTERSTATE OVERLAY AREA
DISTRICT)
2.ALL FUTURE SIGNAGE SHALL CONFORM TO SECTION 165.201 OF
THE FREDERICK COUNTY ZONING ORDINANCE. MONUMENT
SIGNAGE REQUIRES A SEPARATE BUILDING PERMIT.
3.ONE (1) MONUMENT STYLE SIGN IS ALLOWED - NOT TO EXCEED
15' IN HEIGHT AND NOT TO EXCEED 100 SF IN AREA.
4.ONE (1) INTERSTATE OVERLAY SIGN IS ALSO ALLOWED - A
MINIMUM SIGN HEIGHT OF 25' IN HEIGHT, (NOT TO EXCEED A
MAXIMUM SIGN HEIGHT OF 815' FEET ABOVE MEAN SEA LEVEL)
AND NOT TO EXCEED 300 SF IN AREA.
5.ALL SIGNS WILL BE SETBACK 10' FROM PROPERTY LINES/THE
EDGE OF ROW.
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1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF3 27
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.
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6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
G
TWO
S
T
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BLO
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&
M
A
S
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BUIL
D
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.
6
6
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
N
1
1
°
3
6
'
5
6
"
E
L1
N
1
3
°
3
3
'
0
4
"
E
C1
C2
C
3
N 75°23'
4
6
"
E
1
0
5
.
7
6
'
S
5
2
°
4
2
'
0
1
"
E
1
0
5
.
3
8
'
N 56
°
0
6
'
3
3
"
E
1
0
8
.
5
4
'
S 56
°
0
6
'
3
3
"
W
8
7
.
0
0
'
S
1
2
°
5
0
'
0
5
"
W
1
3
1
.
8
0
'
S
3
3
°
2
2
'
0
7
"
E
7
5
.
6
6
'
S 60
°
4
9
'
3
0
"
W
3
3
6
.
3
9
'
48
.
8
9
'
N
1
1
°
3
8
'
3
1
"
E
3
0
0
.
0
0
'
N
1
3
°
3
3
'
0
4
"
E
9
9
.
7
1
'
63
.
0
1
'
PIN 43-A-52A
2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
IN
T
E
R
S
T
A
T
E
8
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
S 89°08'14" E 170.76'
S
0
0
°
5
1
'
3
9
"
W
2
1
7
.
5
1
'
N 75°
2
7
'
2
8
"
W
3
6
8
.
9
6
'
INST. 150003042
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
(S
.
B
.
L
.
)
C4
INST. 150003042
X
X
X
X
TREE TO BE REMOVED
(TYPICAL OF 12)
X
X
X
X
X X
X
X
242 SF. FRAME BUILDING TO BE REMOVED
127 SF. CONC. DUMPSTER PAD
TO BE REMOVED
3,985 SF. ASPHALT PAVEMENT
TO BE REMOVED
82 SF. FRAME BUILDING TO BE REMOVED
27 LF CONC. CURB AND GUTTER
TO BE REMOVED FOR
EXTENSION OF TRAVEL WAY
UTILITY POLE AND SERVICE
LINES TO BE RELOCATED
(BY OTHERS)
00 30'60'
NO
R
T
H
K:
\
P
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF4 27
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
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N
S
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N
S
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B
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.
11
7
E
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t
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,
V
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2
6
0
1
T
54
0
.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
G
TWO
S
T
O
R
Y
BLO
C
K
&
M
A
S
O
N
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Y
BUIL
D
I
N
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WE
L
L
T
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W
N
R
O
A
D
VA
.
S
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C
.
R
T
E
.
6
6
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
N
1
1
°
3
6
'
5
6
"
E
L1
N
1
3
°
3
3
'
0
4
"
E
C1
C2
C
3
N 75°23'
4
6
"
E
1
0
5
.
7
6
'
S
5
2
°
4
2
'
0
1
"
E
1
0
5
.
3
8
'
N 56
°
0
6
'
3
3
"
E
1
0
8
.
5
4
'
S 56
°
0
6
'
3
3
"
W
8
7
.
0
0
'
S
1
2
°
5
0
'
0
5
"
W
1
3
1
.
8
0
'
S
3
3
°
2
2
'
0
7
"
E
7
5
.
6
6
'
S 60
°
4
9
'
3
0
"
W
3
3
6
.
3
9
'
48
.
8
9
'
N
1
1
°
3
8
'
3
1
"
E
3
0
0
.
0
0
'
N
1
3
°
3
3
'
0
4
"
E
9
9
.
7
1
'
63
.
0
1
'
PIN 43-A-52A
2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
IN
T
E
R
S
T
A
T
E
8
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
S 89°08'14" E 170.76'
S
0
0
°
5
1
'
3
9
"
W
2
1
7
.
5
1
'
N 75°
2
7
'
2
8
"
W
3
6
8
.
9
6
'
INST. 150003042
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
(S
.
B
.
L
.
)
C4
INST. 1500030425'
C
O
N
C
.
S
I
D
E
W
A
L
K
PRO
P
O
S
E
D
SWM
P
O
N
D
18.00'
TYP.
26.00'
TYP.
PROPOSED DUMPSTER ENCLOSURE
AND STORAGE SHED
WITH CONCRETE PAD
PROPOSED
CG-6 TYP.
5' CONC.
SIDEWALK
22
2
9
9
7
8
10
35
'
B
.
R
.
L
.
10
'
P
.
R
.
L
.
5'
P
.
R
.
L
.
10
.
0
0
'
TY
P
.
63.8'
20
2
.
8
'
30.00'
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
10
'
P
.
R
.
L
.
10' P
.
R
.
L
.
35' B.R.L
.
35' B.
R
.
L
.
10' P.
R
.
L
.
5' P.
R
.
L
.
5' P.R.
L
.
PROPOSED
CG-11
COMMERCIAL
ENTRANCE
7
11
18
.
0
0
'
T
Y
P
.
10.00'
TYP.
18
.
0
0
'
T
Y
P
.
20
.
0
0
'
T
Y
P
.
10.00'
TYP.
9.00'
TYP.
9.
0
0
'
TY
P
.
45
.
0
0
'
T
Y
P
.
20.00'
TYP.
12.00'
TYP.
20.00'
T
Y
P
.
9.
0
0
'
TY
P
.
24.00'
T
Y
P
.
24
.
0
0
'
TY
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.
0
0
'
TY
P
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26
.
0
0
'
TY
P
.
2
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43,80
0
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F
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A
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4 STO
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PROP
.
B
L
D
G
.
H
T
.
=
5
3
'
-
5
"
FFE =
7
1
1
.
5
PROPOSED
STOP SIGN AND
STOP BAR
LINE OF
S
I
G
H
T
SIGHT D
I
S
T
A
N
C
E
T
O
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7
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A
D
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LO
A
D
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CG-12A
CG-12B
(2)CG-12A
5' CONC.
SIDEWALK
(3) WALL
MOUNTED
H.C.
SIGNS
H.C. SIGN
PROPOSED
VARIABLE WIDTH
ACCESS EASEMENT
PROPOSED
SIGHT DISTANCE
EASEMENT
TEMPORARY OPEN SPACE/ LAWN
FUTURE PAD SITE
PROPOSED
PYLON SIGN
RE
T
A
I
N
I
N
G
W
A
L
L
#
1
12
.
0
0
'
12
.
0
0
'
REMOVE EXISTING CURB AND
GUTTER FOR EXTENSION OF
TRAVELWAY.
CG-12A
5'
C
O
N
C
.
S
I
D
E
W
A
L
K
PROPOSED
CROSSWALK CG-12A
15'R
70
'
R
2
5
'
R
25'R
2
5
'
R
15'R
1
5
'
R
15'R
72
'
R
28
'
R
29'
R
53'R
42'R
18'R
4.5'R
4.5'R
4
.
5
'
R
4
.
5
'
R
TEMPORARY
CONSTRUCTION
ESM'T.
FRED
E
R
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C
K
WTR
ESMT.
(WIDT
H
VARIE
S
)
0
+
0
0
0
+
6
6
20
'
FR
E
D
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WT
R
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M
T
.
PORTION OF
EX. WTR. EASEMENT
TO BE VACATED
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
00 30'60'
NO
R
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\
P
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF5 27
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
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M
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S
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N
S
M
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1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
NOTES:
1. 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.
2. ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED.
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
G
TWO
S
T
O
R
Y
BLO
C
K
&
M
A
S
O
N
R
Y
BUIL
D
I
N
G
WE
L
L
T
O
W
N
R
O
A
D
VA
.
S
E
C
.
R
T
E
.
6
6
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
PRO
P
O
S
E
D
SWM
P
O
N
D
18.00'
TYP.
26.00'
TYP.
PROPOSED DUMPSTER ENCLOSURE
AND STORAGE SHED
WITH CONCRETE PAD
22
2
9
9
7
8
1010
.
0
0
'
TY
P
.
63.8'
20
2
.
8
'
30.00'
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
PROPOSED
CG-11
COMMERCIAL
ENTRANCE
7
11
18
.
0
0
'
T
Y
P
.
10.00'
TYP.
18
.
0
0
'
T
Y
P
.
20
.
0
0
'
T
Y
P
.
10.00'
TYP.
9.00'
TYP.
9.
0
0
'
TY
P
.
45
.
0
0
'
T
Y
P
.
20.00'
TYP.
12.00'
TYP.
20.00'
T
Y
P
.
9.
0
0
'
TY
P
.
24.00'
T
Y
P
.
24
.
0
0
'
TY
P
.
24
.
0
0
'
TY
P
.
26
.
0
0
'
TY
P
.
2
PROP
O
S
E
D
9
0
R
O
O
M
H
O
T
E
L
43,800
S
F
.
G
R
O
S
S
F
L
O
O
R
A
R
E
A
4 STO
R
I
E
S
PROP.
B
L
D
G
.
H
T
.
=
5
3
'
-
5
"
FFE =
7
1
1
.
5
8
18
.
0
0
'
T
Y
P
.
AP
P
R
O
X
.
7
5
0
F
T
.
TO
R
T
.
3
7
IN
T
E
R
S
E
C
T
I
O
N
LO
A
D
I
N
G
LO
A
D
I
N
G
PROPOSED
FIRE LANE TYP.
PROPOSED
FIRE LANE TYP.
PROPOSED
FIRE LANE SIGN
TYPE "A"
PROPOSED
FIRE LANE SIGN
TYPE "C"
PROPOSED
FIRE LANE SIGN
TYPE MODIFIED "D"
PROPOSED
FIRE LANE SIGN
TYPE MODIFIED "D"
RE
T
A
I
N
I
N
G
W
A
L
L
#
1
15'R
70
'
R
2
5
'
R
25'R
2
5
'
R
15'R
1
5
'
R
15'R
72
'
R
28
'
R
29'
R
53'R
42'R
18'R
4.5'
R
4.5'R
4
.
5
'
R
4
.
5
'
R
TEMPORARY
CONSTRUCTION
ESM'T.
1-12"X8" WET TAP BY
FREDERICK WATER
1-8" G.V.
1-8"X6" CROSS
1-8" G.V.
1-8" X 6" REDUCER
1-6" G.V.
1-6" G.V.
6" WATER
LATERAL
F.D.C.
2-45° BENDS
REMOVE B.O.V. AND
EXTEND LINE
CAP LINE (MJ) WITH
FLUSHING ASSY.
WATERLINE C
PROP. 8" DI CL52 WATERLINE
WATERLINE A1
PROP. 8" DI CL52 WATERLINE
0
+
0
0
0
+
6
6
1-8"x6" TEE
1-8" G.V.
1-6" G.V.
1 FH
PROPOSED (3) FULL JOINTS
8" DI CL52 WATERLINE
FOR FUTURE CONNECTION
(2) 45°
BENDS
WATERLINE A2
PROP. 6" DI CL52 WATERLINE
FRED
E
R
I
C
K
WATE
R
PRIVA
T
E
1-F.H. ASSY.
1-F.H. ASSY.
2
3
.
4
9
'
35.23'
00 30'60'
NO
R
T
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K:
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CS1002
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B
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P
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,
L
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF6 27
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
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D
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3-
1
4
-
1
8
1
AD
D
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A
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N
C
Y
C
O
M
M
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T
S
KL
M
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F
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A
F
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P
L
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N
PE
N
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O
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I
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S
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C
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A
T
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S
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C
.
11
7
E
a
s
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P
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a
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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
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
SIGHT DISTANCE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
702
704
706
708
710
712
714
716
718
720
722
724
700
710
720
-0+50 0+00
71
2
.
6
71
2
.
6
4
71
2
.
2
71
2
.
2
2
0+50
71
0
.
6
71
0
.
6
3
70
9
.
3
70
9
.
2
5
1+00
70
9
.
5
70
9
.
5
3
70
9
.
7
70
9
.
7
0
1+50
70
9
.
9
70
9
.
9
3
71
0
.
3
71
0
.
3
5
2+00 2+50
HT
.
O
F
O
B
J
E
C
T
3.
5
0
'
HT
.
O
F
E
Y
E
3.
5
0
'
EXISTING GRADE
LINE OF SIGHT
PROPOSED GRADE
SIGHT DISTANCE TO INTERSECTION OF MERCEDES CT. AND WELLTOWN RD.
ENTRANCE PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
702
704
706
708
710
712
714
716
718
720
700
710
720
-0+50 0+00
71
1
.
6
71
0
.
7
71
1
.
5
2
0+50
71
0
.
2
71
1
.
7
5
71
0
.
3
71
1
.
9
8
1+00 1+50
EXISTING GRADE
PROPOSED GRADE
1.75%
1.00%
EX. CUL-DE-SAC
K:
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF7 27
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
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N
S
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3-
1
4
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1
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S
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M
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T
S
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A
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.
11
7
E
a
s
t
P
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c
a
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l
l
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S
t
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e
e
t
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c
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s
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,
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
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
G
TWO
S
T
O
R
Y
BLO
C
K
&
M
A
S
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N
R
Y
BUIL
D
I
N
G
WE
L
L
T
O
W
N
R
O
A
D
VA
.
S
E
C
.
R
T
E
.
6
6
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
N
1
1
°
3
6
'
5
6
"
E
L1
N
1
3
°
3
3
'
0
4
"
E
C1
C2
C
3
N 75°23'
4
6
"
E
1
0
5
.
7
6
'
S
5
2
°
4
2
'
0
1
"
E
1
0
5
.
3
8
'
N 56
°
0
6
'
3
3
"
E
1
0
8
.
5
4
'
S 56
°
0
6
'
3
3
"
W
8
7
.
0
0
'
S
1
2
°
5
0
'
0
5
"
W
1
3
1
.
8
0
'
S
3
3
°
2
2
'
0
7
"
E
7
5
.
6
6
'
S 60
°
4
9
'
3
0
"
W
3
3
6
.
3
9
'
48
.
8
9
'
N
1
1
°
3
8
'
3
1
"
E
3
0
0
.
0
0
'
N
1
3
°
3
3
'
0
4
"
E
9
9
.
7
1
'
63
.
0
1
'
IN
T
E
R
S
T
A
T
E
8
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
S 89°08'14" E 170.76'
S
0
0
°
5
1
'
3
9
"
W
2
1
7
.
5
1
'
N 75°
2
7
'
2
8
"
W
3
6
8
.
9
6
'
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
(S
.
B
.
L
.
)
C4
35
'
B
.
R
.
L
.
10
'
P
.
R
.
L
.
5'
P
.
R
.
L
.
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
10
'
P
.
R
.
L
.
10' P
.
R
.
L
.
35' B.R.L
.
35' B.
R
.
L
.
10' P.
R
.
L
.
5' P.
R
.
L
.
5' P.R.
L
.
PROP
O
S
E
D
9
0
R
O
O
M
H
O
T
E
L
43,80
0
S
F
.
G
R
O
S
S
F
L
O
O
R
A
R
E
A
4 STO
R
I
E
S
PROP
.
B
L
D
G
.
H
T
.
=
5
3
'
-
5
"
FFE =
7
1
1
.
5
RE
T
A
I
N
I
N
G
W
A
L
L
#
1
PROPOSED
CROSSWALK
15'R
70
'
R
2
5
'
R
25'R
2
5
'
R
15'R
1
5
'
R
15'R
72
'
R
28
'
R
29'
R
53'R
42'R
18'R
4.5'R
4.5'R
4
.
5
'
R
4
.
5
'
R
TEMPORARY
CONSTRUCTION
ESM'T.
FES ES-1 (15")
INV 702.40
STR 1 DI-3B (6L)
INV 703.50
INV 703.40
STR 2 DI-3B (6L)
INV 704.60
INV 704.50 STR 3 DI-3B (4L)
INV 705.10
FES POND OUTFALL 12" HDPE END SECTION
INV. ELEV. = 702.70
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
FRED
E
R
I
C
K
WTR
ESMT.
(WIDT
H
VARIE
S
)
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
0
+
0
0
0
+
6
6
20
'
FR
E
D
E
R
I
C
K
WT
R
E
S
M
T
.
PORTION OF
EX. WTR. EASEMENT
TO BE VACATED
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
7 30
STABILIZED EMERGENCY SPILLWAY
SPILLWAY EL. = 705.90'
ROCK OUTLET PROTECTION
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
MIN. APRON LENGTH = 6'
MIN. UPSTREAM WIDTH = 3'
MIN. DOWNSTREAM WIDTH = 7'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
1.
7
5
%
1.0
0
%
70
3
.
5
3' WIDE CURB CUT
WITH STABILIZED STONE CHANNEL
AND LEVEL SPREADER
3' WIDE CURB CUT
WITH STABILIZED STONE CHANNEL
AND LEVEL SPREADER
6 55
7 30
6 55
5 90
5 90
5 90
5 90
7 30
870
TC880
SW
930
TC
900
TC 900
TC
965
TC
980
TC
965
TC
950
TC
980
TC
950
TC 980
TC
980
TC
870
EC
855
EC
860
TC
910
TC
840
TC
770
TC
7 50
4 20
7 30
7 30
810
EC
790
EC
950
TC
990
TC 950
TC
980
LP
810
TC
840
TC
850
TC
840
TC
1060
TC
1080
TC
1070
TC
1135
TC
1110
TC
1140
TC
1135
TC
1135
TC
1140
TC
1040
1040
1070
EP
1070
EP
RA
M
P
RA
M
P
1080
SW
1080
SW
1040
1110
TC 1125
TC
1150
SW
920
TC
945
TC
1030
TC
1090
EP
1050
TC
HP
1060
SW
870
TC
880
SW
1090
EP
1150
1120
TC
1070
TC 1060
TC
980
TC 950
TC
910
TC
1090
TC
1120
TC
1050
TC 1100
EP
1160
EP
1260
TC
1280
TC
1153
TC
1223
TC
1188
EX1134
EX
1113
EX
1186
EX
1180
TC 1130
TC
1130
TC
1190
TC
1220
1210
TC
1220
TC
1220
TC
1160
TC
1210
TC 1210
TC
1180
TC
1070
1090
TC
1000
TC
1145
TC
1130
TC
1150
TC
1110
TC
1110
TC
9 40
TC
BW
70895
BW
708 51
BW
71050
BW
70934
BW
70844
SW
70900
SW
70892
SW
70880
SW
71057
SW
71000
71
0
710
709709
711
710
708
709
711
71
0
70
9
71
1
705
704
706
707
708
705
706
706
706
707
707
707
708
70
5
70
4
70
6
70
7
70
8
70
9
71
0
70
9
71
1
70
8 709 715
711
712
713
71
3
713
714
716
717
718
710
711
7
1
2
71
0
709
711
1400 1400
REVERSE CG-6 (TYP.)
REVERSE CG-6 (TYP.)
TRANSITION TO CG-6 (TYP.)
TRANSITION TO
CG-6 (TYP.)
750
800
850
880
5' SIDEWALK (MONOLITHIC POUR)
NOT TO SCALE
5' S/W
1.5'
1'
2'
E
X
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8" - 21A
12" - CONCRETE1" 45°
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF8 27
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.
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DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
NOTE:
HANDRAIL (OR APPROVED EQUAL) REQUIRED ALONG EDGE OF
SIDEWALK WHERE FINAL GRADE IS NOT FLUSH.
TWO
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N 56
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6
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3
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(V
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S 89°08'14" E 170.76'
S
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°
5
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2
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N 75°
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(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
10
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10' P
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35' B.R.L
.
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=
5
3
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-
5
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FFE =
7
1
1
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5
TEMPORARY OPEN SPACE/ LAWN
FUTURE PAD SITE
RE
T
A
I
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I
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W
A
L
L
#
1
15'R
70
'
R
2
5
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R
25'R
2
5
'
R
15'R
1
5
'
R
15'R
72
'
R
28
'
R
29'
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53'R
42'R
18'R
4.5'R
4.5'R
4
.
5
'
R
4
.
5
'
R
TEMPORARY
CONSTRUCTION
ESM'T.
FES ES-1 (15")
INV 702.40
STR 1 DI-3B (6L)
INV 703.50
INV 703.40
1
9
1
L
F
1
5
"
H
D
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@
0
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STR 2 DI-3B (6L)
INV 704.60
INV 704.50
18
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D
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@
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STR 3 DI-3B (4L)
INV 705.10
88 L
F
1
5
"
H
D
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@
0
.
5
7
%
FES ENTRANCE WEST ES-1 (15")
INV 708.50
FES ENTRANCE EAST ES-1 (15")
INV 708.80
50 LF 15" RCP CL IV @ 0.60%
FES POND OUTFALL 12" HDPE END SECTION
INV. ELEV. = 702.70
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
20 LF 12" HDPE @ 1.00%
1-12"X8" WET TAP BY
FREDERICK WATER
1-8" G.V.
1-8"X6" CROSS
1-8" G.V.
1-8" X 6" REDUCER
1-6" G.V.
1-6" G.V.
6" WATER
LATERAL
F.D.C.
2-45° BENDS
REMOVE B.O.V. AND
EXTEND LINE
CAP LINE (MJ) WITH
FLUSHING ASSY.
FRED
E
R
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C
K
WTR
ESMT.
(WIDT
H
VARIE
S
)
PROPOSED
6" SAN. SWR. LAT.
WITH CLEAN-OUT
C.O.
WATERLINE C
PROP. 8" DI CL52 WATERLINE
WATERLINE A1
PROP. 8" DI CL52 WATERLINE
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
0
+
0
0
0
+
6
6
20
'
FR
E
D
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WT
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1-8"x6" TEE
1-8" G.V.
1-6" G.V.
1 FH
PROPOSED (3) FULL JOINTS
8" DI CL52 WATERLINE
FOR FUTURE CONNECTION
PORTION OF
EX. WTR. EASEMENT
TO BE VACATED
(2) 45°
BENDS
WATERLINE A2
PROP. 6" DI CL52 WATERLINE
FRED
E
R
I
C
K
WATE
R
PRIVA
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1-F.H. ASSY.
1-F.H. ASSY.
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
00 30'60'
NO
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--
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CS1701
BY
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF9 27
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
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DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
NOTES:
1. SITE SERVED BY A PRIVATE SANITARY SEWER SYSTEM
CONNECTED TO THE CITY OF WINCHESTER'S SYSTEM. FREDERICK
WATER DOES NOT MAINTAIN THIS SANITARY SEWER SYSTEM AND
THEREFORE OFFERS NO COMMENTS REGARDING SANITARY SEWER
ON THIS PLAN.
2. 2" WATER METER TO BE LOCATED WITHIN BUILDING. METER WILL
BE OWNED AND SET BY FREDERICK WATER.
WATERLINE A1 PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
702
704
706
708
710
712
714
700
710
-0+50 0+00
70
7
.
5
70
7
.
4
8
70
7
.
1
70
7
.
1
0
0+50
70
7
.
0
70
7
.
0
0
70
7
.
1
70
7
.
1
0
1+00
PROPOSED GRADE
EXISTING GRADE
PROPOSED
8" DI CL 52 WATER
LINE
EXISTING 12" PVC
WATER LINE
STA 0+00
PROPOSED WET TAP
1-8" G.V.
STA 0+21.54
PROPOSED
1-8" X 6" CROSS
1-8" G.V.
1-8" X 6" REDUCER
48
"
M
I
N
.
CO
V
E
R
R
E
Q
.
STA 0+43.82
PROPOSED 15" HDPE
INV. ELEV.= 703.24
18
"
M
I
N
.
SE
P
A
R
A
T
I
O
N
R
E
Q
.
STA 0+51.96
45° BEND
STA 0+88.28
45° BEND
EXTEND WATER
LATERAL TO BUILDING
PER ARCH. PLANS
PROPOSED
6" DI CL 52 WATER
LATERAL
WATERLINE A2 PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
702
704
706
708
710
712
714
700
710
-0+50 0+00
70
7
.
3
70
7
.
3
2
70
7
.
0
70
7
.
0
0
0+50 1+00
PROPOSED GRADE
EXISTING GRADE
STA 0+00
1-FH ASSY.
STA 0+30.00
1-FH ASSY.
48
"
M
I
N
.
CO
V
E
R
R
E
Q
.
PROP. 6" DI CL52
WATERLINE
STA 0+15.00
PROPOSED
1-8" X 6" CROSS
1-8" G.V.
1-8" X 6" REDUCER
STA 0+12.27
1-6" GV
STA 0+17.73
1-6" GV
PROPOSED GRADE
EXISTING GRADE
48
"
M
I
N
.
CO
V
E
R
R
E
Q
.
0+00
REMOVE B.O.V.
EXTEND WATERLINE
PROP. 8" DI CL52
WATERLINE
WATERLINE B 3+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
702
704
706
708
710
712
714
702
710
-0+50 0+00
71
1
.
7
71
1
.
6
9
70
9
.
2
70
9
.
1
9
0+50
70
9
.
4
70
9
.
3
9
70
9
.
5
70
9
.
5
0
1+00
70
9
.
9
70
9
.
8
8
71
0
.
4
71
0
.
4
1
1+50
71
0
.
7
71
0
.
7
0
71
0
.
8
71
0
.
8
0
2+00
STA 0+7.43
45° BEND
STA 0+13.63
45° BEND
STA 1+16.72
PROPOSED
1-8" X 6" TEE
1-8" G.V.
1-6" G.V.
1-FH
PROP. 8" DI CL52
WATERLINE 1+76.72
CAP LINE (MJ) W /
FLUSHING ASSEMBLY
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF10 27
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
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DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
NOTE:
THIS DETAIL IS FOR SCHEMATIC PURPOSES
ONLY. SEE APPROVED ARCHITECTURAL
PLAN FOR CONSTRUCTION.
TWO
S
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1
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1
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E
3
0
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35
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B
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29'
R
53'R
4.5'
R
4.5'R
4
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5
'
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4
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5
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FRED
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WTR
ESMT.
(WIDT
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0
+
0
0
0
+
6
6
7 30
70
3
.
5
STABILIZED EMERGENCY SPILLWAY
SPILLWAY EL. = 705.60'
ROCK OUTLET PROTECTION
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
MIN. APRON LENGTH = 6'
MIN. UPSTREAM WIDTH = 3'
MIN. DOWNSTREAM WIDTH = 7'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
SWM DETENTION POND
TOP OF BANK EL. = 707.00
TOTAL POND VOLUME = 21,820 FT3
1-YR STORM WATER SURFACE EL. = 704.41
2-YR STORM WATER SURFACE EL. = 704.75
10-YR STORM WATER SURFACE EL. = 705.42
100-YR STORM WATER SURFACE EL. = 705.99
LINE POND TO ELEVATION 706.00 WITH A
24" CLAY LINER WITH A MAX HYDRAULIC
CONDUCTIVITY OF 1X10-6 CM/SEC OR
A 60 MIL. PVC SYNTHETIC LINER.
STONE DAM FOREBAY
PROPOSED VOLUME = 900 FT³
3' WIDE CURB CUT
WITH STABILIZED STONE CHANNEL
AND LEVEL SPREADER
3' WIDE CURB CUT
WITH STABILIZED STONE CHANNEL
AND LEVEL SPREADER
6 LF. 3" SCH. 40 PVC PIPE WITH TRASH GUARD
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELVATION = 702.90
20 LF. 12" HDPE @ 1.00%
FES POND OUTFALL 12" HDPE END SECTION
INV. ELEV. = 702.70
FES ES-1 (15")
RIM 704.44
INV. IN 703.00 (FES TO STR 1)
6 55
7 30
6 55
5 90
5 90
5 90
5 90
7 30
870
TC880
SW
930
TC
900
TC 900
TC
965
TC
980
TC
965
TC
950
TC
980
TC
950
TC
980
TC
980
TC
870
EC
855
EC
860
TC
910
TC
840
TC
770
TC
7 50
4 20
7 30
7 30
810
EC
790
EC
950
TC
990
TC
950
TC
980
LP
810
TC
840
TC
850
TC
840
TC
1060
TC
1080
TC
1070
TC
1135
TC
1110
TC
1140
TC
1030
TC710
708
709
711
705
704
706
707
708
705
706
706
706
707
707
707
708
70
5
70
4
70
6
70
7
70
8
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1" = 20'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF11 27
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
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DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
CU-ST-POND OUTFALL 3+00 (1)
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
695
700
710
-0+50 0+00
70
4
.
6
70
2
.
9
3
70
5
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20 LF. 12" HDPE
PIPE @ 1.00%
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ROCK OUTLET PROTECTION
MIN. APRON LENGTH = 6'
MIN. UPSTREAM WIDTH = 3'
MIN. DOWNSTREAM WIDTH = 7'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
STABILIZED EMERGENCY SPILLWAY
SPILLWAY ELEV. = 705.60'
ROCK OUTLET PROTECTION
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
STORMWATER POND
6 LF. 3" SCH 40 PVC PIPE
WITH TRASH GUARD
EXISTING GRADE
FINISHED GRADE
NOT FOR CONSTRUCTION
K:
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF12 26
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.
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3
DAVID L. FRANK
Lic. No.1061
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,
L
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF12 27
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
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N
S
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11
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2
1
3
9
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54
0
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6
6
5
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0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
K:
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BY
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B
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P
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K
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,
L
L
C
MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF13 27
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
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11
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2
1
3
9
F
54
0
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6
6
5
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0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
K:
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P
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c
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B
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,
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L
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF14 27
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
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N
S
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6
5
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9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
CU-ST-POND OUTFALL 3+00 (1)
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
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MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
STABILIZED EMERGENCY SPILLWAY
SPILLWAY ELEV. = 705.90'
ROCK OUTLET PROTECTION
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
STORMWATER POND
6 LF. 3" SCH 40 PVC PIPE
WITH TRASH GUARD
EXISTING GRADE
FINISHED GRADE
STORM SEWER
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
720
695
700
710
720
-0+50 0+00
70
4
.
6
70
4
.
6
2
70
5
.
6
70
5
.
6
2
1+00
70
6
.
3
70
6
.
2
7
70
6
.
9
70
6
.
8
5
2+00
70
7
.
5
70
7
.
4
8
70
7
.
8
70
7
.
8
0
3+00
70
8
.
4
70
8
.
4
0
70
9
.
2
70
9
.
1
8
4+00
70
9
.
1
70
9
.
1
4
70
9
.
1
70
9
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0
9
5+00 5+50
ST
R
1
D
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-
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B
(
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9
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4
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V
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191' OF 15" HDPE @ 0.52%
189' OF 15" HDPE @ 0.53%
88' OF 15" HDPE @ 0.57%
STA:1+64.42
INV. ELEV:701.24
PROP. 6" DI CL52 WATER LATERAL
18
"
M
I
N
.
SE
P
A
R
A
T
I
O
N
CULVERT
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
705
710
720
-0+50 0+00
70
9
.
9
70
9
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9
3
71
0
.
5
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7
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF15 27
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
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DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
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STU
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C
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B
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I
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D
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TWO
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4
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1
0
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2
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0
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N 56
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0
6
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3
3
"
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1
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0
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3
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2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
IN
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(V
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N 75°
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INST. 150003042
MERCE
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1
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INST. 150003042
PRE DEV. DA TO
POND
1.89 AC.
PRE DEV. TC
00 30'60'
NO
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1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF16 27
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
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2
1
3
9
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54
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6
5
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4
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3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
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TWO
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T
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)
MERCE
D
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S
C
O
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R
T
VA. SEC
.
R
T
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.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
(S
.
B
.
L
.
)
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
PROP
O
S
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D
9
0
R
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M
H
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43,80
0
S
F
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4 STO
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PROP
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B
L
D
G
.
H
T
.
=
5
3
'
-
5
"
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7
1
1
.
5
TEMPORARY OPEN SPACE/ LAWN
FUTURE PAD SITE
RE
T
A
I
N
I
N
G
W
A
L
L
#
1
PROPOSED
CROSSWALK
15'R
70
'
R
2
5
'
R
25'R
2
5
'
R
15'R
1
5
'
R
15'R
72
'
R
28
'
R
29'
R
53'R
42'R
18'R
4.5'
R
4.5'R
4
.
5
'
R
4
.
5
'
R
TEMPORARY
CONSTRUCTION
ESM'T.
DA STR 1
0.31 AC.
DA CURB CUT
0.49 AC.
DA STR 2
0.13 AC.
DA CURB CUT
0.12 AC.
DA
ENTRANCE
CULVERT
0.73 AC.
DA CURB CUT
0.44 AC.
POST DEV. DA
TO POND
1.83 AC.
DA STR 3
0.16 AC.
DA POND
0.30 AC.
POST DEV. TC
CDA "A" TO
POND
POST DEV. TC
ENTRANCE
CULVERT
7 30
1.
7
5
%
1.0
0
%
70
3
.
5
SWM DETENTION POND
TOP OF BANK EL. = 707.30
TOTAL POND VOLUME = 17,907 FT3
1-YR STORM WATER SURFACE EL. = 705.04
2-YR STORM WATER SURFACE EL. = 705.38
10-YR STORM WATER SURFACE EL. = 705.83
100-YR STORM WATER SURFACE EL. = 706.18
LINE POND TO ELEVATION 706.20 WITH A
24" CLAY LINER WITH A MAX HYDRAULIC
CONDUCTIVITY OF 1X10-6 CM/SEC OR
A 60 MIL. PVC SYNTHETIC LINER.
STONE DAM FOREBAY
PROPOSED VOLUME = 900 FT³
10 LF. 2.5" SCH. 40 PVC PIPE WITH TRASH GUARD
6 55
7 30
6 55
5 90
5 90
5 90
5 90
7 30
870
TC880
SW
930
TC
900
TC 900
TC
965
TC
980
TC
965
TC
950
TC
980
TC
950
TC 980
TC
980
TC
870
EC
855
EC
860
TC
910
TC
840
TC
770
TC
7 50
4 20
7 30
7 30
810
EC
790
EC
950
TC
990
TC 950
TC
980
LP
810
TC
840
TC
850
TC
840
TC
1060
TC
1080
TC
1070
TC
1135
TC
1110
TC
1140
TC
1135
TC
1135
TC
1140
TC
1040
1040
1070
EP
1070
EP
RA
M
P
RA
M
P
1080
SW
1080
SW
1040
1110
TC 1125
TC
1150
SW
920
TC
945
TC
1030
TC
1090
EP
1050
TC
HP
1060
SW
870
TC
880
SW
1090
EP
1150
1120
TC
1070
TC 1060
TC
980
TC 950
TC
910
TC
1090
TC
1120
TC
1050
TC 1100
EP
1160
EP
1260
TC
1280
TC
1153
TC
1223
TC
1188
EX1134
EX
1113
EX
1186
EX
1180
TC 1130
TC
1130
TC
1190
TC
1220
1210
TC
1220
TC
1220
TC
1160
TC
1210
TC 1210
TC
1180
TC
1070
1090
TC
1000
TC
1145
TC
1130
TC
1150
TC
1110
TC
1110
TC
9 40
TC
BW
70895
BW
708 51
BW
71050
BW
70934
BW
70844
SW
70900
SW
70892
SW
70880
SW
71057
SW
71000
71
0
710
709709
711
710
708
709
711
71
0
70
9
71
1
705
704
706
707
708
705
706
706
706
707
707
707
708
70
5
70
4
70
6
70
7
70
8
70
9
71
0
70
9
71
1
70
8 709 715
711
712
713
71
3
713
714
716
717
718
710
711
7
1
2
71
0
709
711
1400 1400
750
800
850
880
0
+
0
0
0
+
6
6
00 30'60'
NO
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CS9301
BY
NO
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF17 27
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
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M
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S
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S
M
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11
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2
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54
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.
6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
G
TWO
S
T
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BLO
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K
&
M
A
S
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FRAM
E
BUIL
D
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FRA
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BUIL
D
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D
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A
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.
S
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C
.
R
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E
.
6
6
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
N
1
1
°
3
6
'
5
6
"
E
L1
N
1
3
°
3
3
'
0
4
"
E
C1
C2
C
3
N 75°23'
4
6
"
E
1
0
5
.
7
6
'
S
5
2
°
4
2
'
0
1
"
E
1
0
5
.
3
8
'
N 56
°
0
6
'
3
3
"
E
1
0
8
.
5
4
'
S 56
°
0
6
'
3
3
"
W
8
7
.
0
0
'
S
1
2
°
5
0
'
0
5
"
W
1
3
1
.
8
0
'
S
3
3
°
2
2
'
0
7
"
E
7
5
.
6
6
'
S 60
°
4
9
'
3
0
"
W
3
3
6
.
3
9
'
48
.
8
9
'
N
1
1
°
3
8
'
3
1
"
E
3
0
0
.
0
0
'
N
1
3
°
3
3
'
0
4
"
E
9
9
.
7
1
'
63
.
0
1
'
PIN 43-A-52A
2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
IN
T
E
R
S
T
A
T
E
8
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
S 89°08'14" E 170.76'
S
0
0
°
5
1
'
3
9
"
W
2
1
7
.
5
1
'
N 75°
2
7
'
2
8
"
W
3
6
8
.
9
6
'
INST. 150003042
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
(S
.
B
.
L
.
)
C4
INST. 150003042
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
LOD
LOD
LOD
STABILIZED EMERGENCY SPILLWAY
SPILLWAY EL. = 705.90'
ROCK OUTLET PROTECTION
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
MIN. APRON LENGTH = 6'
MIN. UPSTREAM WIDTH = 3'
MIN. DOWNSTREAM WIDTH = 7'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
10 LF. 2.5" SCH. 40 PVC PIPE WITH TEMPORARY 90 DEGREE
UPTURNED ELBOW AND 1.6' OF PERFORATED PIPE
RIM ELEVATION OF PERFORATED PIPE = 705.30
LOWEST PIPE PERFORATION ELEVATION = 703.70
(FOUR VERTICAL COLUMNS OF 0.5" PERFORATIONS 2" ON CENTER)
705.60
707
706
705
704
703
702
701
FES Pond Outfall 10" HDPE End Section
Invert El. = 702.70 ft
20 L.F. of 10" HDPE Pipe @ 1.0%
Pond Outlet STR 2' Dia. Nyloplast Drain Basin and Dome Grate Trash Rack
Primary Spillway Rim Elevation = 705.55 ft
Low Flow Orifice Invert Elevation = 703.00 ft
12" Outfall Pipe Invert Elevation = 702.90 ft
CE
DD
DD
SF
SF
SF
SF
SB
00 30'60'
NO
R
T
H
K:
\
P
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--
-
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CS8001
BY
NO
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF18 27
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
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T
B
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B
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N
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D
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F
A
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DI
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C
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P
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D
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W
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1
4
-
1
8
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AD
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C
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C
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T
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N
P
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N
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C
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A
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S
I
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C
.
11
7
E
a
s
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P
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c
a
d
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l
l
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t
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e
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t
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s
t
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,
V
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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
DAVID L. FRANK
Lic. No.1061
VDOT Erosion and Sediment Control
Contractor Certification is Required.
EROSION AND SEDIMENT
CONTROL LEGEND
NOT FOR CONSTRUCTION
TWO
S
T
O
R
Y
STU
C
C
O
B
U
I
L
D
I
N
G
TWO
S
T
O
R
Y
BLO
C
K
&
M
A
S
O
N
R
Y
BUIL
D
I
N
G
WE
L
L
T
O
W
N
R
O
A
D
VA
.
S
E
C
.
R
T
E
.
6
6
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
N
1
1
°
3
6
'
5
6
"
E
L1
N
1
3
°
3
3
'
0
4
"
E
C1
C2
C
3
N 75°23'
4
6
"
E
1
0
5
.
7
6
'
S
5
2
°
4
2
'
0
1
"
E
1
0
5
.
3
8
'
N 56
°
0
6
'
3
3
"
E
1
0
8
.
5
4
'
S 56
°
0
6
'
3
3
"
W
8
7
.
0
0
'
S
1
2
°
5
0
'
0
5
"
W
1
3
1
.
8
0
'
S
3
3
°
2
2
'
0
7
"
E
7
5
.
6
6
'
S 60
°
4
9
'
3
0
"
W
3
3
6
.
3
9
'
48
.
8
9
'
N
1
1
°
3
8
'
3
1
"
E
3
0
0
.
0
0
'
N
1
3
°
3
3
'
0
4
"
E
9
9
.
7
1
'
63
.
0
1
'
PIN 43-A-52A
2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
IN
T
E
R
S
T
A
T
E
8
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
S 89°08'14" E 170.76'
S
0
0
°
5
1
'
3
9
"
W
2
1
7
.
5
1
'
N 75°
2
7
'
2
8
"
W
3
6
8
.
9
6
'
INST. 150003042
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
E
W
I
D
T
H
R
/
W
)
(S
.
B
.
L
.
)
C4
INST. 150003042
35
'
B
.
R
.
L
.
10
'
P
.
R
.
L
.
5'
P
.
R
.
L
.
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
10
'
P
.
R
.
L
.
10' P
.
R
.
L
.
35' B.R.L
.
35' B.
R
.
L
.
10' P.
R
.
L
.
5' P.
R
.
L
.
5' P.R.
L
.
PROP
O
S
E
D
9
0
R
O
O
M
H
O
T
E
L
43,80
0
S
F
.
G
R
O
S
S
F
L
O
O
R
A
R
E
A
4 STO
R
I
E
S
PROP
.
B
L
D
G
.
H
T
.
=
5
3
'
-
5
"
FFE =
7
1
1
.
5
RE
T
A
I
N
I
N
G
W
A
L
L
#
1
15'R
70
'
R
2
5
'
R
25'R
2
5
'
R
15'R
1
5
'
R
15'R
72
'
R
28
'
R
29'
R
53'R
42'R
18'R
4.5'
R
4.5'R
4
.
5
'
R
4
.
5
'
R
TEMPORARY
CONSTRUCTION
ESM'T.
FES ES-1 (15")
INV 702.40
STR 1 DI-3B (6L)
INV 703.50
INV 703.40
1
9
1
L
F
1
5
"
H
D
P
E
@
0
.
5
2
%
STR 2 DI-3B (6L)
INV 704.60
INV 704.50
18
9
L
F
1
5
"
H
D
P
E
@
0
.
5
3
%
STR 3 DI-3B (4L)
INV 705.10
88 L
F
1
5
"
H
D
P
E
@
0
.
5
7
%
FES ENTRANCE WEST ES-1 (15")
INV 708.50
FES ENTRANCE EAST ES-1 (15")
INV 708.80
50 LF 15" RCP CL IV @ 0.60%
FES POND OUTFALL 12" HDPE END SECTION
INV. ELEV. = 702.70
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
20 LF 12" HDPE @ 1.00%
FRED
E
R
I
C
K
WTR
ESMT.
(WIDT
H
VARIE
S
)
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
POND OUTLET STR 2' DIA. NYLOPLAST DRAIN BASIN AND DOME GRATE TRASH RACK
PRIMARY SPILLWAY RIM ELEVATION = 705.30
LOW FLOW ORIFICE INVERT ELEVATION = 703.00
12" OUTFALL PIPE INVERT ELEVATION = 702.90
0
+
0
0
0
+
6
6
20
'
FR
E
D
E
R
I
C
K
WT
R
E
S
M
T
.
7 30
STABILIZED EMERGENCY SPILLWAY
SPILLWAY EL. = 705.90'
ROCK OUTLET PROTECTION
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
ROCK OUTLET PROTECTION
MIN. APRON LENGTH = 6'
MIN. UPSTREAM WIDTH = 3'
MIN. DOWNSTREAM WIDTH = 7'
MIN. ROCK SIZE D50 = 6"
MIN. THICKNESS = 18"
UNDERLAY WITH GEOTEXTILE
1.
7
5
%
1.0
0
%
70
3
.
5
SWM DETENTION POND
TOP OF BANK EL. = 707.30
TOTAL POND VOLUME = 17,907 FT3
1-YR STORM WATER SURFACE EL. = 705.04
2-YR STORM WATER SURFACE EL. = 705.38
10-YR STORM WATER SURFACE EL. = 705.83
100-YR STORM WATER SURFACE EL. = 706.18
LINE POND TO ELEVATION 706.20 WITH A
24" CLAY LINER WITH A MAX HYDRAULIC
CONDUCTIVITY OF 1X10-6 CM/SEC OR
A 60 MIL. PVC SYNTHETIC LINER.
STONE DAM FOREBAY
PROPOSED VOLUME = 900 FT³
3' WIDE CURB CUT
WITH STABILIZED STONE CHANNEL
AND LEVEL SPREADER
3' WIDE CURB CUT
WITH STABILIZED STONE CHANNEL
AND LEVEL SPREADER
10 LF. 2.5" SCH. 40 PVC PIPE WITH TRASH GUARD
6 55
7 30
6 55
5 90
5 90
5 90
5 90
7 30
870
TC880
SW
930
TC
900
TC 900
TC
965
TC
980
TC
965
TC
950
TC
980
TC
950
TC 980
TC
980
TC
870
EC
855
EC
860
TC
910
TC
840
TC
770
TC
7 50
4 20
7 30
7 30
810
EC
790
EC
950
TC
990
TC 950
TC
980
LP
810
TC
840
TC
850
TC
840
TC
1060
TC
1080
TC
1070
TC
1135
TC
1110
TC
1140
TC
1135
TC
1135
TC
1140
TC
1040
1040
1070
EP
1070
EP
RA
M
P
RA
M
P
1080
SW
1080
SW
1040
1110
TC 1125
TC
1150
SW
920
TC
945
TC
1030
TC
1090
EP
1050
TC
HP
1060
SW
870
TC
880
SW
1090
EP
1150
1120
TC
1070
TC 1060
TC
980
TC 950
TC
910
TC
1090
TC
1120
TC
1050
TC 1100
EP
1160
EP
1260
TC
1280
TC
1153
TC
1223
TC
1188
EX1134
EX
1113
EX
1186
EX
1180
TC 1130
TC
1130
TC
1190
TC
1220
1210
TC
1220
TC
1220
TC
1160
TC
1210
TC 1210
TC
1180
TC
1070
1090
TC
1000
TC
1145
TC
1130
TC
1150
TC
1110
TC
1110
TC
9 40
TC
BW
70895
BW
708 51
BW
71050
BW
70934
BW
70844
SW
70900
SW
70892
SW
70880
SW
71057
SW
71000
71
0
710
709709
711
710
708
709
711
71
0
70
9
71
1
705
704
706
707
708
705
706
706
706
707
707
707
708
70
5
70
4
70
6
70
7
70
8
70
9
71
0
70
9
71
1
70
8 709 715
711
712
713
71
3
713
714
716
717
718
710
711
7
1
2
71
0
709
711
1400 1400
750
800
850
880
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
IP
OP
OP
IP
IP
IP
IP
PS
PS
PS
CIP
LOD
LOD
LOD
CE
SF
SF
SF
SF
B/M
B/M
00 30'60'
NO
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF19 27
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.
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2
1
3
9
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.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOTES:
EROSION AND SEDIMENT
CONTROL LEGEND
SOIL DATA
VDOT Erosion and Sediment Control
Contractor Certification is Required.
PS
NOT FOR CONSTRUCTION
K:
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF20 27
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
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11
7
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P
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2
6
0
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6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
EROSION AND SEDIMENT CONTROL NARRATIVE
SEEDING NOTES:
STORM WATER STRUCTURES
NOT FOR CONSTRUCTION
K:
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF21 27
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
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11
7
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a
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6
6
7
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2
1
3
9
F
54
0
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6
6
5
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0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
TWO
S
T
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STU
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C
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B
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TWO
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4
6
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N 56
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0
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3
3
"
E
1
0
8
.
5
4
'
S 56
°
0
6
'
3
3
"
W
8
7
.
0
0
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S
1
2
°
5
0
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0
5
"
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1
3
1
.
8
0
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3
3
°
2
2
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0
7
"
E
7
5
.
6
6
'
S 60
°
4
9
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3
0
"
W
3
3
6
.
3
9
'
48
.
8
9
'
N
1
1
°
3
8
'
3
1
"
E
3
0
0
.
0
0
'
N
1
3
°
3
3
'
0
4
"
E
9
9
.
7
1
'
63
.
0
1
'
PIN 43-A-52A
2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
IN
T
E
R
S
T
A
T
E
8
1
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
S 89°08'14" E 170.76'
S
0
0
°
5
1
'
3
9
"
W
2
1
7
.
5
1
'
N 75°
2
7
'
2
8
"
W
3
6
8
.
9
6
'
INST. 150003042
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
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.
1
3
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9
(VARIA
B
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W
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(S
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B
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)
C4
INST. 150003042
35
'
B
.
R
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L
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10
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P
.
R
.
L
.
5'
P
.
R
.
L
.
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
10
'
P
.
R
.
L
.
10' P
.
R
.
L
.
35' B.R.L
.
35' B.
R
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R
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L
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PROP
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=
5
3
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7
1
1
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5
PROPOSED
VARIABLE WIDTH
ACCESS EASEMENT
PROPOSED
SIGHT DISTANCE
EASEMENT
TEMPORARY OPEN SPACE/ LAWN
FUTURE PAD SITE
RE
T
A
I
N
I
N
G
W
A
L
L
#
1
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CROSSWALK
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70
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R
2
5
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25'R
2
5
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R
15'R
1
5
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R
15'R
72
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R
29'
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71
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714
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2
71
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00 30'60'
NO
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CS2001
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF22 27
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
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11
7
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2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
NOTES:
SHRUBS WITH SHALLOW ROOTS PER FREDERICK WATER'S DRRD OF
EASEMENT ARE ACCEPTABLE TO FREDERICK WATER IN THIS AREA AS
AN EXCEPTION.
NOT FOR CONSTRUCTION
NO
R
T
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K:
\
P
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF23 27
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
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11
7
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54
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6
5
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4
9
3
DAVID L. FRANK
Lic. No.1061
K:
\
P
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M
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:
--
-
-
EVERGREEN TREE PLANTING
SHRUB PLANTING
TREE PLANTING
TYPICAL MULCH EDGING DETAIL
GENERAL CONDITIONS:
MAINTENANCE OF LANDSCAPING NOTES:
PARKING LOT LANDSCAPE CALCULATIONS:
GENERAL PLANT LIST
TWO
S
T
O
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STU
C
C
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B
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TWO
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&
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6
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(V
A
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A
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L
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W
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D
T
H
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/
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)
PIN 43-A-52A
2.3118 ACRES
PIN 43-A-52C
1.3981 ACRES
INST. 150003042
MERCE
D
E
S
C
O
U
R
T
VA. SEC
.
R
T
E
.
1
3
5
9
(VARIA
B
L
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W
I
D
T
H
R
/
W
)
INST. 150003042
PRO
P
O
S
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D
SWM
P
O
N
D
35
'
B
.
R
.
L
.
10
'
P
.
R
.
L
.
5'
P
.
R
.
L
.
DROP-OFF AREA
(SEE ARCH. PLANS
FOR PLAZA AND
PAVING DESIGN
10
'
P
.
R
.
L
.
10' P
.
R
.
L
.
35' B.R.L
.
35' B.
R
.
L
.
10' P.
R
.
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.
5' P.
R
.
L
.
5' P.R.
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.
PROP
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9
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PROP
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B
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D
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T
.
=
5
3
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-
5
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7
1
1
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5
TEMPORARY OPEN SPACE/ LAWN
FUTURE PAD SITE
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T
A
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A
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#
1
15'R
70
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R
2
5
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R
25'R
2
5
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15'R
1
5
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15'R
72
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R
29'
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711
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(WIDT
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VARIE
S
)
0
+
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FR
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1.4 1.6 2.0 2.3 2.3 2.5 2.6 3.7 4.0 3.1 2.2 1.9 1.4 1.5 2.6 3.6 3.8
2.5 3.1 3.1 2.6 1.9 2.7 3.9 4.9 3.7 2.8 2.0 0.0 0.0 3.0 5.0 7.2 11.2
3.1 3.5 3.2 0.9 2.0 3.1 5.2 7.5 7.1 5.4 4.1 2.3 2.6 4.7 9.0 12.9 12.9 8.8
4.3 4.7 0.0 0.0 3.2 6.3 10.9 18.8 16.3 10.0 5.7 2.4 1.0 0.0 0.0 6.7 5.1 4.2 1.6
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4.9 4.5 0.0 1.1 2.0 2.7 3.8 4.3 3.3 2.3 1.7 1.3 1.4 0.0 2.9 2.4 1.9 0.0
3.2 3.4 2.9 2.3 2.4 2.3 3.1 3.3 2.7 2.0 1.5 1.2 0.5 0.0 1.8 1.5 1.1 0.4
2.8 3.2 3.0 2.6 2.2 2.0 2.1 2.0 1.7 1.3 1.1 1.0 0.4 0.3 0.0 1.1 0.8 0.5 0.5
2.1 2.3 0.0 0.0 1.2 1.2 1.1 0.9 0.8 0.7 0.6 0.0 1.0 0.9 0.9 1.0
1.3 1.2 1.3 0.0 0.8 0.8 1.1 1.3 1.2 1.6 2.1
1.0 1.1 1.4 0.0 0.9 0.8 1.4 1.8 1.8 2.1 2.2
1.3 1.5 1.8 1.6 1.2 0.7 0.8 1.4 2.2 2.4 2.0 2.2
2.1 2.3 2.7 2.4 1.4 0.8 0.7 1.4 2.3 2.6 1.7 1.8 2.7
3.0 3.4 2.6 1.5 0.7 1.2 2.1 2.5 2.0 1.7 2.8
3.8 4.2 3.3 2.1 1.0 1.0 1.8 2.5 2.5 2.1 2.3
7.1 8.7 6.7 3.9 1.6 0.8 1.4 2.1 2.2 1.8 2.0
14.7 12.3 8.5 4.4 1.7 0.7 0.6 1.1 1.6 1.7 1.1 1.0
5.4 4.3 2.7 1.2 0.5 0.9 1.2 1.3 0.7 0.5
3.4 3.3 2.2 1.2 0.6 0.7 0.9 1.1 0.5 0.3
2.9 3.1 2.3 1.4 0.7 0.6 0.8 1.1 1.2 0.2 0.2 0.1 0.1
2.0 2.1 1.9 1.4 0.7 0.5 0.8 1.2 1.6 1.6 0.0 0.0 0.3 0.2 0.1 0.1
1.3 1.3 0.0 0.0 0.3 0.7 1.2 1.9 2.2 2.2 2.7 2.6 0.4 0.2 0.1 0.1
0.9 1.1 1.2 0.7 0.5 0.6 1.2 2.0 2.6 2.2 1.8 2.7 0.5 0.2 0.1 0.1
1.1 1.4 1.6 1.4 0.8 0.5 1.1 2.0 2.5 1.8 1.4 2.6 1.6 0.6 0.3 0.2 0.1 0.1
1.7 2.2 2.5 1.9 1.1 0.4 0.9 1.8 2.5 2.5 1.8 2.5 2.0 0.5 0.3 0.2 0.1 0.1
3.0 3.2 2.2 1.2 0.6 0.4 0.8 1.6 2.3 2.5 2.3 2.4 2.3 0.6 0.3 0.2 0.2 0.1
3.3 3.7 2.8 1.8 0.9 0.8 1.3 2.0 2.1 1.8 1.9 1.9 0.5 0.4 0.4 0.2 0.1 0.1
5.2 6.5 5.8 3.7 1.5 1.5 0.0 0.0 1.8 1.6 1.7 1.4 0.6 0.7 0.6 0.3 0.1 0.1
13.6 12.6 9.0 0.0 0.0 11.3 8.2 1.6 0.5 0.7 1.6 1.7 2.2 1.5 0.0 1.8 1.3 0.4 0.1 0.1
10.1 7.0 5.1 3.3 0.8 2.6 10.6 7.9 2.0 2.1 4.8 3.5 1.1 0.6 0.0 0.0 2.7 3.5 4.1 3.8 2.9 2.2 0.5 0.2 0.1 0.0
3.7 3.6 2.7 1.8 2.0 3.3 2.6 1.0 0.9 1.2 1.1 0.8 1.3 0.0 3.7 3.8 4.9 5.8 4.8 3.9 2.9 0.5 0.2 0.1
3.0 3.3 2.9 0.0 0.0 0.0 1.1 0.8 1.0 1.5 1.7 1.3 1.4 1.8 2.0 4.7 5.2 6.0 5.7 4.8 3.7 0.8
2.3 2.2 0.3 0.0 0.0 1.1 1.1 1.8 3.4 4.1 2.9 2.4 2.6 2.4 4.5 5.6 7.6 8.4 7.8 7.7
1.3 1.3 1.2 1.2 1.2 1.8 2.2 2.8 5.7 8.2 4.6 3.5 3.4 8.9 14.8 18.6 15.1 14.9
0.5 1.1 1.7 2.5 3.1 3.7 6.7 13.1 6.7 3.6 3.3 4.5 18.5 16.2 11.0 7.5
0.0 3.1 3.4 5.3 12.9 8.6 8.0 6.4 5.0
6.3 5.7
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp Lumens LLF Description
1 Twin BACK-BACK N.A.0.900 LSI cat #(2) XLCM-3-LED-HO-CW on 25ft Pole KW Cat # SSP25-4.011BRZDM10BC
7 Single SINGLE N.A.0.900 LSI cat # XLCM-3-LED-HO-CW on 25ft Pole KW Cat # SSP25-4.011BRZDM10BC
2 Wall Pack SINGLE N.A.0.900 LSI cat # XLCW-S-LED-HO-CW-UE at 12ft
2 Single Forward throw SINGLE N.A.0.900 LSI cat # XLCM-FTE-LED-HO-CW on 25ft Pole KW Cat # SSP25-4.011BRZDM10BC
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
CalcPts_1 Illuminance Fc 2.68 18.8 0.0 N.A.N.A.
ADD PROPOSED LIGHT
FIXTURES TO EXISTING POLE
00 30'60'
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MBGPK17001
1" = 30'
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF24 27
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.
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3
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
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.
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF25 27
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.
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2'
DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
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MBGPK17001
AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF26 27
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
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DAVID L. FRANK
Lic. No.1061
NOT FOR CONSTRUCTION
1'
-
0
"
5"
T
Y
P
.
ASPHALT (SHOWN) OR CONCRETE
DRIVE AISLE, ROAD OR PARKING LOT
DASHED INDICATES CONC. GUTTER
SOME LOCATIONS
1'
-
0
"
5"
T
Y
P
.
ASPHALT (SHOWN) OR CONCRETE
DRIVE AISLE, ROAD OR PARKING LOT
DASHED INDICATES CONC. GUTTER
SOME LOCATIONS
4"
4" CONCRETE SIDEWALK WITH BROOM FINISH
OVER 4" COMPACTED GRANULAR FILL
ROLL EDGE PRIOR TO STAMPING - TYP.
LANDSCAPE PLANTING -
ALLOW FOR 6" TOPSOIL
OVER SUB-GRADE
4"
4" CONCRETE SIDEWALK WITH BROOM FINISH
OVER 4" COMPACTED GRANULAR FILL
ROLL EDGE PRIOR TO STAMPING - TYP.
LANDSCAPE PLANTING -
ALLOW FOR 6" TOPSOIL
OVER SUB-GRADE
1'
-
0
"
4"5"
TY
P
.
ASPHALT (SHOWN)
OR CONCRETE DRIVE
AISLE, ROAD OR
PARKING LOT
DASHED LINE
INDICATES CONC.
GUTTER SOME
LOCATIONS
4" CONCRETE SIDEWALK W/ FINISH
(PER PLAN) OVER MIN. 4"
COMPACTED GRANULAR FILL
6" CURB -- ROLL EDGE PRIOR TO STAMPING, TOOL
EDGE AT BROOM FINISHED CONCRETE
1'
-
0
"
4"5"
TY
P
.
ASPHALT (SHOWN)
OR CONCRETE DRIVE
AISLE, ROAD OR
PARKING LOT
DASHED LINE
INDICATES CONC.
GUTTER SOME
LOCATIONS
4" CONCRETE SIDEWALK W/ FINISH
(PER PLAN) OVER MIN. 4"
COMPACTED GRANULAR FILL
6" CURB -- ROLL EDGE PRIOR TO STAMPING, TOOL
EDGE AT BROOM FINISHED CONCRETE
59
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-
1
1
7
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8
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T
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P
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B
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B
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A
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METAL COPING TO MATCH ADJACENT
WALL COLOR OVER TREATED WOOD 1X
BLOCKING AT TOP OF 8" BOND BEAM AS
REQUIRED
ALL INTERIOR CMU SURFACES PAINTED
EXTERIOR FINISH SYSTEM (E.F.S.)
6" DIAMETER STEEL PIPE, CONC. FILLED
BOLLARDS - PAINTED
CONCRETE SLAB W/ REINFORCING --
SLOPE 1/4" PER FOOT TO AREA DRAIN --
REFER TO PLAN
TURN SLAB EDGE DOWN
59
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-
1
1
7
/
8
"
T
O
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O
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OF
B
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D
B
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A
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METAL COPING TO MATCH ADJACENT
WALL COLOR OVER TREATED WOOD 1X
BLOCKING AT TOP OF 8" BOND BEAM AS
REQUIRED
ALL INTERIOR CMU SURFACES PAINTED
EXTERIOR FINISH SYSTEM (E.F.S.)
6" DIAMETER STEEL PIPE, CONC. FILLED
BOLLARDS - PAINTED
CONCRETE SLAB W/ REINFORCING --
SLOPE 1/4" PER FOOT TO AREA DRAIN --
REFER TO PLAN
TURN SLAB EDGE DOWN
DIAGONAL BRACING EACH SIDE
WESTERN RED CEDAR OR EQUAL
LOCKABLE HASP
DROP ROD, 1" DIAMETER X 2'-0"
LONG WITH 90 DEGREE BEND
STEEL GATE POST EACH SIDE
DIAGONAL BRACING EACH SIDE
WESTERN RED CEDAR OR EQUAL
LOCKABLE HASP
DROP ROD, 1" DIAMETER X 2'-0"
LONG WITH 90 DEGREE BEND
STEEL GATE POST EACH SIDE
72
'
-
0
"
REINFORCED CMU WALL WITH E.F.S.
ON EXTERIOR FACES ONLY
STEEL GATE POST EACH SIDE
CONC. SLAB WITH REINFORCING
(6" MINIMUM) TURN SLAB EDGE DOWN
10
'
-
0
"
X
1
2
'
-
0
"
CL
E
A
R
A
R
E
A
M
I
N
.
4'
-
0
"
4'-0"83'-11 7/8"4'-0"
91'-11 7/8"
14
8
'
-
0
"
4'-
0
"
4'-
0
"
6" DIA. STEEL PIPE BOLLARDS
FILLED W/ CONCRETE EA. SIDE
REINFORCED MASONRY PIERS
6" DIAMETER STEEL PIPE BOLLARDS
FILLED W/ CONCRETE
AREA OF TRASH RECPT. (O.F.O.I.)
17
NOTES:
1.VERIFY DRAINAGE REQUIREMENTS WITH
HEALTH INSPECTOR
2. DUMPSTER ENCLOSURE EXTERIOR FINISH
TO MATCH FINISH OF MAIN HOTEL / TOWER
CONTINUOUS CONCRETE CURB - TYP.
72
'
-
0
"
SLOPE 1/4"
PER FOOT
AREA
DRAIN
AREA
DRAIN
SLOPE 1/4"
PER FOOT
RECYCLING
TRASH
10
'
-
0
"
X
1
2
'
-
0
"
CL
E
A
R
A
R
E
A
M
I
N
.
HOSE BIB LOCATION
72
'
-
0
"
REINFORCED CMU WALL WITH E.F.S.
ON EXTERIOR FACES ONLY
STEEL GATE POST EACH SIDE
CONC. SLAB WITH REINFORCING
(6" MINIMUM) TURN SLAB EDGE DOWN
10
'
-
0
"
X
1
2
'
-
0
"
CL
E
A
R
A
R
E
A
M
I
N
.
4'
-
0
"
4'-0"83'-11 7/8"4'-0"
91'-11 7/8"
14
8
'
-
0
"
4'-
0
"
4'-
0
"
6" DIA. STEEL PIPE BOLLARDS
FILLED W/ CONCRETE EA. SIDE
REINFORCED MASONRY PIERS
6" DIAMETER STEEL PIPE BOLLARDS
FILLED W/ CONCRETE
AREA OF TRASH RECPT. (O.F.O.I.)
17
NOTES:
1.VERIFY DRAINAGE REQUIREMENTS WITH
HEALTH INSPECTOR
2. DUMPSTER ENCLOSURE EXTERIOR FINISH
TO MATCH FINISH OF MAIN HOTEL / TOWER
CONTINUOUS CONCRETE CURB - TYP.
72
'
-
0
"
SLOPE 1/4"
PER FOOT
AREA
DRAIN
AREA
DRAIN
SLOPE 1/4"
PER FOOT
RECYCLING
TRASH
10
'
-
0
"
X
1
2
'
-
0
"
CL
E
A
R
A
R
E
A
M
I
N
.
HOSE BIB LOCATION
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AS SHOWN
KLM
2018-01-10
DLF
SHEET
APPROVED BY
OF27 27
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.
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DAVID L. FRANK
Lic. No.1061
LANDSCAPING TO ASPHALT DETAIL
NO SCALE
SIDEWALK TO LANDSCAPING DETAIL
NO SCALE
SIDEWALK TO ASPHALT DETAIL
NO SCALE
TRASH AND RECYCLE ENCLOSURE SECTION
NO SCALE
TRASH AND RECYCLE ENCLOSURE ELEVATION
NO SCALE
TRASH AND RECYCLE ENCLOSURE ELEVATION
NO SCALE
NOT FOR CONSTRUCTION