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8" SAN
FDC
SHC
WHC
FH
6"W
FDC
FD
C
6"W
8"
SAN
8"W
10" W
8"
W8"W
8"W
8"W
8"W
8"
SAN
FH
FH
WA
TER
4"S
8"W
FH
FH
WA
TER
8"S
WHC
8"W6"W
FH
8"
SAN
8"S
8"S
8"W
8"W
WSS
C E
SMT
WSS
C E
SMT
WSS
C E
SMT
WSS
C E
SMT
WSS
C E
SMT
WSS
C E
SMT
WSS
C E
SMT
WSS
C E
SMT
8"S
8"S
6" W
2"W
10"
W
10"
W
2000 SFFUTURE
BIKE FACILITY(BY OTHERS)
E
E
G
VAN
VA
N
VA
N
VA
N
VA
N
MCMC
PUBLIC 15" HDPE
PU
BLIC
42"
RC
P
PUBLIC 30" HDPE PUBLIC 30" HDPE PUBLIC 30" HDPE
30"
HD
PE
PU
BLIC
15"
HD
PE
PUBLIC15" RCP
PUBLIC 15" RCPPUBLIC 15" HDPE
PUBLIC15" HDPE
1.00% 1.00%
I458
15" HDPE
15" H
DPE
15" HDPE
18" H
DPE
15" HDPE
18" H
DPE
15" HDPE
24" H
DPE
15" HDPE
24"
HD
PE
15" HDPE
24" HDPE
24" HDPE
15" HDPE
24" HDPE
18" H
DPE
PR
IVA
TE
15"
HD
PE
PR
IVA
TE
30"
HD
PE
PR
IVA
TE
30"
HD
PE
15" HDPE
15" HDPE
15"
HD
PE
15" HD
PE
15" HDPE
12"
HD
PE
12"
HD
PE
15" HDPE12" HDPE12" HDPE12" HDPE6"
PVC
15" HDPE
15"
HD
PE
15" HDPE
12" HDPE 12" HDPE12" HDPE
24"
HD
PE
15" HDPE
24"
HD
PE
24" HDPE
15"
HD
PE
12" HDPE 12" HDPE 12" HDPE 12" HDPE 12"
HD
PE
12"
HD
PE
12"
HD
PE
15"
HD
PE
15"
HD
PE
15"
HD
PE
15" HDPE
15"
HD
PE
24" HDPE 24" HDPE
30"
HD
PE
30"
HD
PE
30"
HD
PE
30"
HD
PE
30" HDPE
15" HDPE12" HDPE12" HDPE
24" HDPE
15" HDPE
24" HDPE
15" HDPE
FFE = 506.67
1.5
%
2%
2%2%
FFE = 507.5
2%
4.8%
HP
HP
FFE = 508.67
S=507.0
1.3%
2.0%
LP
5R
5R
4R
5R
bw
HPHP
HP
7R
S=507.3
3 S=
507.6
7S=
507.6
7S=
507.6
7S=
507.6
7S=
508.0
S=508.0
S=508.3
3 S=
508.6
7S=
509.0
S=509.0
FFE = 507.67
2%
tw
3R
HP
2.3%
3R
8R
@7.5
"
6R
1R
@7.5
"2R
@6"
2R
@7.5
"5R
@7.5
"
FFE = 508.67
HP2R
2%2%
1.0
%
3.0
%1.6
%
2%
HP
3.8%
tw
5R
@7.5
"5R
3R
@6"
5R
7R
4.8
%
3R
4.4%
bwbw
tw
tw
tw
1%
2.5
%
2.5%
6R
5R
2%
2.5
%
2% 2%
1.7
%
2R
1.3%2.5%
2.5% 2.5%
500
1.0%
506
508
510
514
516
512
506
498
500
500
502
508
502
504
506
506
496
498
502
504
506
500
500
504
502
504
498
506
502
506
508
506
506
506
506
504
502
506
508
506
506
506
506
50450
2
500
498
498
500
506
506
504
504
508
506
504
504
502
502
502
500
500
506
498
498
506
506
504
502
510
514
518
506
506
508
508
504
506
506
506
506
506
514
506
504
514
512
514
512
514
512
508
514
512
510
514
514
504
502
502
500
500
504504
506
504
508508
512
512
512
514514
3%
3'R
3'R
3'R23
'R
3'R
3'R
3'R
3'R 3'R
3'R
3'R
3'R
28'R
3'R
3'R3'R
3'R
3'R
3'R
20'
22'
22'
20'
22'
25'R 25'R
30'R
30'R
30'R
40'R
90'R 15'R
30'R
BLDG. HEIGHT = 15'±ONE STORY
EXISTINGBUILDING #6
(TO REMAIN)49,420 SF OFFICE USE
EXISTING PARKING(TO BE RESTRIPED)
PROPOSEDBUILDING "A1"
80,765 SF RESIDENTIAL USEBLDG. HEIGHT = 80'
PROP.WHEEL STOP
BIO
-BO
X
SWIMMINGPOOL W/SUN SHELF
PROP.POTOMACEDISONACCESS
EX
. SD
EX
. SD
PROP. 5'SIDEWALK
ENTRY FEATURE(SEE LANDSCAPE
DRAWINGS)
PROP. 7' SIDEWALK
DIRECTIONALSIGN
20'
20'
SPECIMENEX. TREE TYP.
50' HOA
EX. GRAVEL
PROP.5' S/W
POTOMACEDISONESMT
11.78'
24.5
0'
20.5
'
PR
IVA
TE S
TR
EET
A
CENTURY BLVD.
BENCHTYP.
R/W
25'R
9'
20.5' 7' 11.5' 8'
22'
L=22.731R=106.490
N31° 49' 37.40"W, 1.715'
N31° 49' 37.40"W, 27.585'
L=21.615R=98.750
N70°
40' 07.6
0"W
, 6
02.7
12'
BT
A 3
0'
BT
A 3
0'
232.0
0'
HVAC
PR
IVA
TE S
TR
EET
B
BIO-BOX BIO-BOX
BIO-BOXBIO-BOX
3'R
3'R
3'R
25'R
3'R
28'R
28'R
N70°
33' 08.2
2"E
, 651.7
50'
N19° 26' 29.37"W, 483.005'
EX
. SD
3'R
3'R
5'R
5'R
28'R
3'R
5'R 5'R 5'R 5'R
3'R
25'R
15'R
3'R
2'R
15'R
15'R
20'R
25'R
3'R
3'R
30'R
3'R
3'R
3'R 10'R
3'R
15'R 25'R
25'R
3'R
5'R
5'R
5'R
5'R
3'R
N70°
33' 30.6
3"E
, 602.3
66'
N19° 26' 29.40"W, 376.070'
10' P.U.E.
P.U.E.10' P.U.E.
N70°
33' 30.6
3"E
, 602.3
66'
N70°
33' 30.6
3"E
, 604.2
82'
N70°
33' 30.6
3"E
, 604.2
82'
N70°
33' 30.6
3"E
, 663.3
23'
PROPOSEDBUILDING "A2"126,590 SF RESIDENTIAL USE
BLDG. HEIGHT = 80'
PROPOSEDBUILDING "A3"
82,429 SF RESIDENTIAL USEBLDG. HEIGHT = 80'
PROP. 5' SIDEWALK
20'
POTOMACEDISONESM'T
PROPOSEDBUILDING "A4"
51,901 SF RESIDENTIAL USEBLDG. HEIGHT = 75'
PROPOSEDBUILDING "A5"
90,826 SF RESIDENTIAL USEBLDG. HEIGHT = 75'
20'
9'
9'9'9'
20'
18' 9'
PR
OP. 6 S
PA
CE
GA
RA
GE
MA
INT
.
CONCRETEPOOL DECK
PR
OP. 4'
SID
EW
ALK
(6) SHORTTERM BIKESPACES
55BIKE SPACES(INTERNAL)
4 BIKE SPACES(INTERNAL)
4 BIKE SPACES(INTERNAL)
4 BIKE SPACES(INTERNAL)
4 BIKE SPACES(INTERNAL)
4 BIKE SPACES(INTERNAL)
EX. TREETO REMAIN(TYP.)
BIOFILTER
BIO FILTER
DIRECTIONALSIGN
DIRECTIONALSIGN
DIRECTIONALSIGN
MOTORCYCLEPARKINGSPACES
MOTORCYCLEPARKINGSPACES
EX. 5' SIDEWALK (ADA COMPLIANT)
PR
OP. 5' SI
DEW
ALK
PR
OP. 5' SI
DEW
ALK
PROP. 8' SIDEWALK
PROP. 5'SIDEWALK
PROP. 5'SIDEWALK
PR
OP. 6' SI
DEW
ALK
BIOSWALEBIOSWALE
EX. 5' SIDEWALK (ADA COMPLIANT)
PROP. 7' SIDEWALK
PR
OP. 7' SI
DEW
ALK
PROP. 5' SIDEWALK
PR
OP. 7' SI
DEW
ALK
JUNIOR HALFBASKETBALL COURT(SEE LANDSCAPEDRAWINGS)
3'R
3'R
5'R
3'R3'R
3'R
3'R
3'R
2'R
PR
OP.5 S
PA
CE
GA
RA
GE
2'R
2'R
3'R
3'R
10' P.U.E.
3'R
3'R
3'R
3'R
3'R
PROP. ROCKS
PROP.ROCKS
SIDEWALK RAMPS5' MIN. WIDTH ANDADA COMPLIANT
PROPOSED CONNECTIONTO EX. STORM DRAIN
BIOSWALE
BIO
SWA
LE
FH
PASS THRUINLET (TYP)
BIO
SWA
LE
ACCESS ESMT.
GEN
ER
AT
OR
EX
. SI
DEW
ALK
PROP. LOADINGSPACES
10'R
5'R
20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20'
5'R5'R
10'R
5'R
PASS THRUINLET (TYP)
ROW
ROW
PROP. 8'SIDEWALK
(Fir
e A
ccess
)
(Fir
e A
ccess
)
SIDEWALK RAMPS5' MIN. WIDTH AND
ADA COMPLIANT
3'R
3'R
175.62'
12.86'
PROP.LOADING
DOCK
4 BIKE SPACES(INTERNAL)
4 BIKE SPACES(INTERNAL)
TRASHCOMPACTOR(SEE SHEET A-17)
POSSIBLE /POTENTIALBIKE SHARESTATION(SEE NOTE 3)
CLO
VER
LEA
FC
EN
TER
DR
IVE
SCREEN FENCE(SEE DETAIL 3B
ON SHEET L-15)
FOREST CONSERVATION
PROPOSED CATEGORY 1FOREST CONSERVATION
EASEMENT
MATCH - LINE (SEE SHEET SP-8)MATCH - LINE (SEE SHEET SP-6)
MA
TC
H - L
INE
(SEE SH
EET
SP-9
)
PR
OP. 7' S/
W
PR
OP. 5' SI
DEW
ALK
PR
OP. 7' SI
DEW
ALK
PR
OP.5' SW
PR
OP. 5' SW
PR
OP.7' S/
W
PROP.5' SW
66.25'
55'
PR
OP. 5' SW
EX. ABOVE GOUNDSTORAGE TANK
PROP.TRASH ENCLOSURE
BIO
-BO
X
BIO
-BO
X
BIO
-BO
X
Site PlanFeet
0 30 60
1" = 30'
SP-06
SP-07
SP-08
SP-09SP-10
# 8
2003
007D
NOTE:-The Planimetric information shown on this plan is based in part oncopyrighted GIS Data from M-NCPPC, and may not be copied orreproduced without express written permission from M-NCPPC.
-All curb radii are 5' unless specified on plan.
-All private streets shall be built to Montgomery County tertiaryroadway standards and specifications.
INITIAL SUBMISSION7.10.2015FINAL SUBMISSION7.29.2015DRC AMENDED SUBMISSION10.06.2015DRC AMENDED SUBMISSION11.11.2015CERTIFIED SITE PLAN7.11.2016
EXISTING CONTOURS
EXISTING TREELINE
EXISTING BUILDING
EXISTING SANITARY SEWER
EXISTING WATER LINE
PROPOSED CONTOURS
PROPOSED SIAMESE CONNECTION
BOUNDARY LINE
R/W DEDICATION
EXISTING CURB & GUTTER
PROPOSED PAVING
EXISTING CABLE T.V.
EXISTING GAS
EXISTING TELEPHONE
EXISTING ELECTRIC
PROPOSED CURB & GUTTER
EXISTING TRAFFIC SIGNAL
PROPOSED STORMWATER
PROPOSED SANITARY SEWER
PEDESTRIAN ENTRANCE
PROPOSED STREET LIGHTS
PLANTING AREA
PROPOSED LANDSCAPE LIGHTING
PROPOSED BENCH
PROPOSED WASTE RECEPTACLE
EXISTING EDGE OF PAVEMENT
EXISTING STORM DRAIN
EXISTING OVERHEAD ELECTRIC
EXISTING TRAFFIC SIGNAL
EXISTING UTILITY POLE
EXISTING PEPCO POLE
EXISTING GUY WIRE
EXISTING LAMP POST
EXISTING LIGHT POLE
EXISTING ELECTRIC MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING SANITARY MANHOLE
EXISTING WATER MANHOLE
EXISTING TELEPHONE VAULT
EXISTING FIBER OPTIC
EXISTING STORM DRAIN
STRUCTURE
EXISTING GAS VALVE
EXISTING ELECTRIC VAULT
EXISTING WATER VALVE
EXISTING CLEANOUT
PROPOSED BUILDING
PROPOSED EDGE OF PAVEMENT
MANAGEMENT
PROPOSED WATER
PROPOSED CABLE T.V.
PROPOSED GAS LINE
PROPOSED TELEPHONE
PROPOSED FIBER OPTIC
PROPOSED ELECTRIC
PROPOSED LIMITS OFDISTURBANCE
PROPOSED TAP HOLE
PROPOSED SWM MANHOLE
PROPOSED SEWER MANHOLE
EXISTING FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED BRICK PAVERS
PROPOSED PLANTING PITS
EXISTING WATER METER
EXISTING PLANTING PITS
PROPOSED
EXISTING
LEGEND (Typical All Sheets)
EXISTING STORM DRAIN MANHOLE
EXISTING ELECTRIC ACCESS PANEL
PROPOSED SWM BIOFILTER BOX (TYP)
E
PROPOSED 6' X 8' X 7' ELECTRIC SWITCH VAULT
PROPOSED 6' X 8' X 7' ELECTRIC VAULT
PROPOSED 3Ø ELECTRIC JUNCTION
PROPOSED 3Ø TRANSFORMER
PROPOSED 1Ø TRANSFORMER
PROPOSED SECONDARY ELECTRIC PEDESTAL
PROPOSED ELECTRIC METER
NOTES1. THE APPLICANT MUST ALLOW ACCESS TO THE POOL FACILITIES TO ALL FUTURE RESIDENTS OF THE
DEVELOPMENT, LIMITED TO TOWNHOUSE, TWO-OVER-TWO, AND MULTI-FAMILY RESIDENTIAL UNITSAPPROVED UNDER THIS PLAN.
2. FINAL LOCATION OF ELECTRICAL UTILITIES TO BE DETERMINED BY POTOMAC EDISON. ADEQUATE MIXOF EVERGREEN AND DECIDUOUS PLANT MATERIAL WILL BE PROVIDED TO SCREEN SUCH UTILITIES.
3. FINAL BIKE SHARE LOCATION TO BE DETERMINED IN COORDINATION WITH MNCPPC, MCDOT ANDCAPITAL BIKE SHARE.
SITE PLAN AMENDMENT C5.10.2017
2
REVISION DESCRIPTION:1. 1. SWM bio-box relocated to parking lot median.
2. SWM bio-swales provided between Building A2 and Street A.3. Boardwalk crossing provided at bio-retention swales.4. Swimming pool rotated counter clockwise from previous proposed orientation.
2
SITE PLAN AMENDMENT D7.18.2017
SCALE: 1" = 30' Feet
SCALE
DRAWING NUMBER
DRAWING TITLE
DATE
PROJECT NUMBER
KEY PLAN
Preliminary Not For Construction
CEN
TURY
REVISIONS
NO DATE DESCRIPTION
ISSUEDATE DESCRIPTION
N:\MD-Montgomery\Century\autocad\Plot Plans\Site Plan - Amendment D\07-BSITE-82003007D-SP-07.dwg
SEAL & SIGNATURE
C E N T U R Y
Professional Certification I hereby certify that these documents were prepared or
approved by me, and that I am a duly licensed professional engineer under the
laws of the State of Maryland, License No.13970, Expiration Date: 06-01-2018
P
R
O
F
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L
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E
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F
AM
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A
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No . 1 3970R EG I S T ERED
FRAN
K G. BOSSONG, IV
Owner / Developer:Elm Street Development1355 Beverly RoadSuite 240McLean, Virginia 22101703.734.5248Attn: Doug Flanagan
Legal:
Lerch, Early & Brewer, Chtd.3 Bethesda Metro CenterSuite 460Bethesda, Maryland 20814301.657.0738Attn: Patrick O'Neal
Civil Engineering / Planning / Landscape Architect:
Rodgers Consulting, Inc.19847 Century BoulevardSuite 200Germantown, Maryland 20878301.948.4700Attn: Ryan White
Architecture:
Lemay Erickson & Willcox11250 Roger Bacon DriveSuite 16Reston, Virginia 20190703.956.5600Attn: Jared Willcox
Dry Utility:
Richter & Associates15685 Crabbs Branch WayRockville, Maryland 20855301.548.7475Attn: John O'boyle
19847 Century Boulevard, Suite 200, Germantown, Maryland 20874Ph: 301.948.4700 (Main), Fx: 301.948.6256, www.rodgers.com
Site P
lan A
mendm
ent
7/27/2017 12:20 PM
July 20171178A
Ele
ctio
n D
istr
ict
(No.2
) C
lark
sburg
, M
ontg
om
ery
County
, M
arya
lnd
Site Plan
SP-07
---- ---- ----
Clo
verl
eaf
Cente
r -
Par
cels
Z &
AA
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