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

E

S

S

I

O

NA

L

E

N

G

I

N

E

E

R

S

T

A

T

E

O

F

AM

R

L

Y

A

N

D

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

##

##

----

2

2

2

2

2

2

2

2

2

2

2

2

2