Appendix A 30% Construction D ocuments · PROPERTY LINE EXISTING TREES EXISTING TREE LINE EXISTING...

$: Appendix A 30% Construction D ocuments · PROPERTY LINE EXISTING TREES EXISTING TREE LINE EXISTING CONTOUR S IG R:\ 2017 \ 41 C a p ita l C re s ce n t T ra il_ M N C PP C _$148 \$
Appendix A

30% Construction Documents

The Maryland-National Capital Park and Planning Commission

VICINITY MAP

LEGEND: GENERAL NOTES

8.

7.

6.

5.

4.

3.

2.

1.

unless otherwise indicated by the M-NCPPC's Construction Manager in writing.

better quality and greater quantity of work shall be bid upon and installed by the Contractor

Construction Manager for direction before proceeding with work. If ambiguities exist, the

documents or doubt about their meaning, shall be brought to the attention of the M-NCPPC

Any descrepancies, omissions, ambiguities, or conflicts in or among the construction

specifications.

with M-NCPPC regarding tilling-in of certified compost to on-site soils in order to meet

Technical Specifications. If on-site materials do not meet requirements of topsoil, coordinate

County "Standards and Specifications for Topsoil" (see DPS sheet 4 of 8) and M-NCPPC

Prior to vegetative stabiliztion, all disturbed areas must be topsoiled per the Montgomery

Restoring; and obtaining final inspection approvals.

MCDPWT standards and specifications. This work includes, but not limited to: Repairing;

Any work within the public right-of-way, shall be performed in accordance with the latest

familiarize themselves with existing conditions prior to submitting Bid.

To All Bidders: The General Contractor and all major subcontractors shall visit the site to

clear of obstructions (above and below grade) and rough grade to specified elevations.

The General Contractor shall be responsible for any and all items required to provide a site

with the actual circumstances in the field before commencing work.

drawings and to report to the M-NCPPC's Construction Manager any error or inconsistency

It shall be the duty of the contractor to verify all dimensions and conditions given on the

noted.

All notes shown on the drawings shall be assumed as typical unless otherwie shown or

and all subcontractors shall utilize equivalent construction methods in all areas.

Detail drawings and schedules describe construction at given areas. The General Contractor

INDEX OF DRAWINGS

SHEET#SHEET#

DPSDESCRIPTION

SCALE : 1"= 2000'

Cover Sheet

N/A

CAPITAL CRESCENT TRAIL

PEDESTRIAN CROSSING IMPROVEMENT PLANSLITTLE FALLS PARKWAY: FROM ARLINGTON ROAD TO HILLANDALE ROAD

NOT FOR CONSTRUCTION

APRIL 19, 2019

30% SUBMITTAL

01

1 1

24

22-23

21

19-20

17-18

16

14-15

13

11-12

10

08-09

04-07

02-03

01

LANDSCAPE DETAILS

LANDSCAPE PLAN

SIGNING AND MARKING DETAILS

SIGNING AND MARKING PLAN

TRAFFIC SIGNAL PLAN

SWM BIO-RETENTION DETAILS

STORMWATER MANAGEMENT PLAN

CROSS SECTIONS

GRADING PLAN

CONSTRUCTION DETAILS

ROADWAY PLAN

TYPICAL SECTIONS

EXISTING CONDITIONS PLAN

TITLE SHEET

P

PROPOSED FILL LINE

PROPOSED CUT LINE

PROPOSED TRAFFIC FLOW ARROW

LIMITS OF DISTURBANCE

EXISTING DETECTABLE WARNING SURFACE

EXISTING CURB AND GUTTER

EXISTING GUARDRAIL

EXISTING ELECTRICAL (OVERHEAD)

EXISTING ELECTRICAL (UNDERGROUND)

EXISTING STORM DRAIN

EXISTING SIGNAL POLE MOUNTED LUMINAIRE

EXISTING METER SERVICE PEDESTAL

EXISTING HAND BOX

EXISTING GROUND MOUNTED CONTROL CABINET

EXISTING PEDESTRIAN SIGNAL

EXISTING SIGNAL HEAD

EXISTING SIGNAL POLE AND MAST ARM

EXISTING TRAFFIC SIG. MOUNTED SIGNS

EXISTING GROUND MOUNTED SIGN

EXISTING FLEX POSTS

EXISTING STORM DRAINS

EXISTING EDGE OF PAVEMENT

PROPERTY LINE

EXISTING TREES

EXISTING TREE LINE

EXISTING CONTOUR

SIG

R:\

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Capital Crescent Trail_

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Designer's Name

Address

City/State/Zip

Telephone Number

Landscape Architect Date Checked By:

DESIGNREVIEW AND APPROVAL

ISSUED FOR PROCUREMENT ON___________________

REVISIONS

Project Manager Date

DateRev. No. Description

Date

Date

Construction Manager

Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:

Date Checked By:Drawn By

Engineer

ArchitectLicense No._________________________________

Expiration Date______________________________

STAMP

PROFESSIONAL

Professional Certification.I hereby certify that these

the laws of the State of Maryland.

that I am a duly licensed professional engineer under

documents were prepared or approved by me, and

Park and Planning Commission

The Maryland-National Capital

(301) 495-2535

Silver Spring, Maryland 20901

9500 Brunett Avenue

Montgomery County Department of Parks

1"=30'

Capital Crescent Trail

04/2019

04/2019BW

CK

Sabra & Associates, Inc.

7055 Samuel Morse Drive, #100

Columbia, MD 21046

(443) 741-3500

.

24

MARYLAND

190

MARYLAND

190

MARYLAND

355

MARYLAND

355

MARYLAND

191

MARYLAND

191

MARYLAND

396

MARYLAND

188

188187

MARYLAND

410

SITE614

APPENDIX A: 30% CONSTRUCTION DOCUMENTS

T-190

T-188

T-127

T-126

T-125T-124

T-123T-122

T-119

T-120

T-121

T-309

T-301

T-217

T-310

T-311T-312

T-313T-314T-315

T-317

T-316

T-340T-339T-338

T-337T-336T-335

T-334T-333

T-332T-331

T-329 T-330

T-322

T-319

T-320

T-321

T-318

280

278

284

290

292

294

278

282

284

286

276

278

280

270

272

270

268

268

270

272

274

274

276

278280

282

SIG

SIG

SIG

SIG

SIG

SIG

P

MER

GE

LA

NE

EN

DS

LEFT

MUST

TU

RN RIG

HT

RIG

HT L

AN

E

AHEA

D

SP

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D

LIM

IT

25

ST

ATE L

AW

PE

DES

TRIA

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IN C

RO

SS

WA

LK

ST

OP F

OR

SPEED

LIMIT

15

SPEE

D

LIMIT

15

AHEA

D

AHEA

D

SP

EE

DLIM

IT

25N

OM

OT

OR

VEHIC

LES

NO

MOTOR

VEHICLES

ST

ATE L

AW

X-

WA

LK

IN

FO

R

ST

ATE L

AW

X-

WA

LK

IN

FO

R

ONLYONLY

15+00 16+00 17+00 18+00 19+0020+00

21+00

22+00

23+00

+50 +50 +50 +50 +50 +50

+50

+50

+50

35+00

35+42

35+42

0+00

1+00

2+00

3+00 4+00

5+00

5+665+66

+50

+50 +50

+50

+50 +50

R:\

2017\41


MN

CPP

C_$14

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24

Existing Conditions Plan1 2

02

N

NO

VEHICLES

COMMERCIAL

WAY

ONE

ARLIN

GT

ON

RD

DR

E

LA

DN

AL

LIH

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

OUTDOOR POOL

BETHESDA

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

YWKP SL

LAF ELT

TIL

LITTLE FALLS PKWY

MATC

HLIN

E

A-A SEE S

HT.#

03

MATCHLINE B-B SEE SHT.#03

EDGE OF PAVEMENT

EDGE OF PAVEMENT

CURB

ASPHALT

EDGE OF PAVEMENT

PAVEMENT

EDGE OF

WALKWAY

ASPHALT


T-118T-117 T-328T-327

T-323

T-324

T-325

T-326

276

274

270

272274

274

276

274

272

270

274

276

T-196

T-195

T-193

T-192T-191

T-190

T-189

T-38

T-37

274 272

270

272

270

268

266

264

274 276

SP

EE

D

LIM

IT

25

R:\

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MN

CPP

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24

LITTLE FALLS TRAIL

30+00

31+00

32+0033+0

0

34+0

0+50

+50+50

+50

+50

N

N

2 2

03

Existing Conditions PlanS

PE

ED

LIM

IT

25

PARKINGNO

TIM

EAN

Y

PARKING

NO

TIM

E

AN

Y

Center Recreation Norwood

PARKING

NO

TIM

E

AN

Y

DR EL

ADNALLI

H

LIA

RT

LIART

SEE DETAIL 'B' & 'C'

LITTLE FALLS PKWY

BETHESDA SWIMMING POOL

MATC

HLIN

E B-B SEE SHT.#

02

MATC

HLIN

E

A-A SEE S

HT.#

02

EDGE OF PAVEMENT

EDGE OF PAVEMENTEDGE OF PAVEMENT

PAVEMENT

EDGE OF

EDGE OF PAVEMENTEDGE OF PAVEMENT

PAVEMENT

EDGE OFPAVEMENT

EDGE OF

CURB

ASPHALT


1 4

04

Typical Sections

1"=5'

TRAVEL LANE11' WB

TRAVEL LANE11' WB

1' 1' TRAVEL LANE11' EB

MEDIAN17'

OPEN DRAINAGE DITCH30'

TRAVEL LANE11' CLOSED

FLEX POST

LDERSHOU-

5.5'

LDERSHOU-

6'

28.5' TRAVELED WAY (OPEN SECTION) 29.5' TRAVELED WAY (OPEN SECTION)

MARYLAND

ABC 102

MARYLAND

ABC 102

TRAVEL LANE11' WB

TRAVEL LANE11' EB

OPEN DRAINAGE DITCH30'

MARYLAND

ABC 102

22' TRAVELED WAY (OPEN SECTION)

BL

BUFFERGRASS

6.5'

LITTLE FALLS PARKWAY: WEST OF ARLINGTON ROADEXISTING TYPICAL SECTION

LITTLE FALLS PARKWAY: WEST OF ARLINGTON ROADPROPOSED TYPICAL SECTION

PATHSHARED-USE

10'

GRASS BUFFER18'

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BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue

Montgomery County Department of Parks Capital Crescent Trail

04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


2 4

05

Typical Sections

1"=5'

TRAVEL LANE11' WB


MEDIAN17'


FLEX POST

LDERSHOU-

6'

FLEX POST

LDERSHOU-

4'

BUFFERGRASS

3.5'

WALKSIDE-5'


MARYLAND

ABC 102

MARYLAND

ABC 102

29.5' TRAVELED WAY (OPEN SECTION)27' TRAVELED WAY (OPEN SECTION)

LITTLE FALLS PARKWAY: BETWEEN ARLINGTON ROAD AND BETHESDA SWIMMING POOL ENTRANCEEXISTING TYPICAL SECTION

CURB

WALKSIDE-5'

LITTLE FALLS PARKWAY: BETWEEN ARLINGTON ROAD AND BETHESDA SWIMMING POOL ENTRANCEPROPOSED TYPICAL SECTION

GRASS BUFFER18'

PATHSHARED-USE

10'

CURB

TRAVEL LANE11' WB

TRAVEL LANE11' EB

MARYLAND

ABC 102

BL

BUFFERGRASS

5'


R:\

2017\41


MN

CPP

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7, 2019 AT 01:30 P

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


3 4

06

Typical Sections

1"=5'

TRAVEL LANE11' WB


MEDIAN17'

LDERSHOU-

6.5'

LDERSHOU-

6'

29.5' TRAVELED WAY (OPEN SECTION) 29.5' TRAVELED WAY (OPEN SECTION)

FLEX POST

MARYLAND

ABC 102

MARYLAND

ABC 102

MARYLAND

ABC 102

TRAVEL LANE11' EB


LITTLE FALLS PARKWAY: BETWEEN BETHESDA SWIMMING POOL ENTRANCE AND HILLANDALE ROADEXISTING TYPICAL SECTION

TRAVEL LANE11' WB

TRAVEL LANE11' EB

MARYLAND

ABC 102

MARYLAND

ABC 102

LITTLE FALLS PARKWAY: BETWEEN BETHESDA SWIMMING POOL ENTRANCE AND HILLANDALE ROADPROPOSED TYPICAL SECTION

GRASS BUFFER24.5'

DRAINAGE DITCHOPEN

15'

PATHSHARED-USE

8'

DRAINAGE DITCHOPEN

15'

MEDIANGRASSVARIES

CURB

LB

TRAVELED WAY (OPEN SECTION)VARIES

R:\

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


4 4

07

Typical Sections

1"=5'

TRAVEL LANE12'SB

MEDIAN11' PAINTED

BUFFERGRASS

5'

MARYLAND

ABC 102

MARYLAND

ABC 102


TRAVEL LANE11'NB

HILLANDALE ROADEXISTING TYPICAL SECTION

CURB

TRAVEL LANE12'SB

BUFFERGRASS

7'

MARYLAND

ABC 102

MARYLAND

ABC 102


TRAVEL LANE11'NB

HILLANDALE ROADPROPOSED TYPICAL SECTION

MEDIAN11' GRASS

CURB

PATHSHARED-USE

8'

1.5'1'4.5'

CURB

R:\

2017\41


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CPP

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


T-190

T-188

T-127

T-126

T-125T-124

T-123T-122

T-119

T-120

T-309

T-301

T-217

T-310

T-311T-312

T-313T-314T-315

T-317

T-316

T-340T-339T-338

T-337T-336T-335

T-334T-333

T-332T-331

T-329 T-330

T-322

T-319

T-320

T-321

T-318

280

278

284

290

292

294

278

282

284

286

278

280

270

272

270

268

268

270

272

274

274

276

278280

282

SIG

SIG

SIG

SIG

SIG

SIG

P

15+00 16+00 17+00 18+00 19+0020+00

21+00

22+00

23+00

+50 +50 +50 +50 +50 +50

+50

+50

+50

35+00

35+42

35+42

0+00

1+00

2+00

3+00 4+00

5+00

5+665+66

+50

+50 +50

+50

+50 +50

PROPOSED LEGEND

R:\

2017\41


MN

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Plans\p

HD-P001_

CC

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24

PROPOSED CURB AND GUTTER

EXISTING PAVEMENT TO ME REMOVED

EXISTING SIDEWALK TO BE REMOVED

GRIND AND RESURFACE EXISTING PAVEMENT

5 INCH CONCRETE SIDEWALK

SHARED USE PATH

08

DWG. # ___ 31

N

Roadway Plan

R=96'R=14'

R=6'

R=25'

8.5'

22'

11'

22'

R=11.5'

R=2'

5'R=30'

PCC

R=5'

R=1'

R=15'

22'

R=40'

32'

18'

10'

R=10'

25'

18'

10'

R=5'

10'

R=25'

R=5'

R=20'

R=5'

R=5'

R=2'

R=50'

R=20'

PCC

R=5'

R=3.5'

R=10'

R=15'

R=14'

R=6'

R=104'

R=92'

16'

16'

11'

23'

4'

16'

R=2' R=4.25'

R=2'

10'

8'

LITTLE FALLS PKWY

ARLIN

GT

ON

RD

DR

E

LA

DN

AL

LIH

OUTDOOR POOL

BETHESDA

YWKP SLL

AF ELT

TIL

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

STA. 22+76

LITTLE FALLS PKWY

380134

LIMIT OF WORK5' CONC. SIDEWALK

BL

CONSTRUCTION

BL

CONSTRUCTION

BL

CONSTRUCTION

TRAIL (10' WIDE)

TIE INTO EXISTING

SIDEWALK (5' WIDE)

TIE INTO EXISTING

TRAIL (10' WIDE)

TIE INTO EXISTING

R=40'

8' SHARED-USE TRAIL

10' SHARED-USE TRAIL

TRAIL

8' SHARED-USE

CURB & GUTTER

TIE INTO EXISTING

REMAIN

CURB TO

EX. ASPHALT

(SEE DETAIL 'C')

SPEED TABLE 'A'

MATC

HLIN

E

A-A SEE S

HT.#

09


LOT

PARKING

LOT

PARKING

EDGE. FINAL OFFSET SUBJECT TO CHANGE.

TRAIL EDGE OFFSET 3' FROM PARKING LOT

STRAIGHTENING IN FINAL DESIGN

TRAIL CURVATURE SUBJECT TO


T-118T-117 T-328T-327

T-323

T-324

T-325

T-326

276

274

270

272274

274

276

274

272

270

274

276

T-196

T-195

T-193

T-192T-191

T-190

T-189

T-188

T-38

T-37

274 272

270

272

270

268

266

264

274 276

10+00

11+00 12+00 13+00 14+00

+50

+50 +50 +50 +50

PROPOSED LEGEND

R:\

2017\41


MN

CPP

C_$14

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BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24

PROPOSED CURB AND GUTTER

EXISTING PAVEMENT TO ME REMOVED

EXISTING SIDEWALK TO BE REMOVED

GRIND AND RESURFACE EXISTING PAVEMENT

5 INCH CONCRETE SIDEWALK

SHARED USE PATH

30+00

31+00

32+0033+0

0

34+0

0+50

+50+50

+50

+50

N

N

09

2 3

Roadway Plan

STA. 10+00

LITTLE FALLS PKWY

380134

LIMIT OF WORK

22'

18'

10'

R=3'

R=10'

20'

11'

11'

11'

11'

R=10'

16'

11'

11'

17'

11'

8'

R=10'

R=3'

R=20'

R=10'

R=20'

R=300'

R=100'

R=80'

PCC

R=2'

R=2'

R=2'

R=2'

R=2'

R=10'

R=2'

R=20'

R=20'

R=5.5'

11'

11'

8.5'

7'

7'

7'

7'

R=35'

R=43'

R=49'

R=29'

R=50'

R=27.5'

LITTLE FALLS PKWY

DR EL

ADNALLI

H

LIART

BETHESDA SWIMMING POOLLI

AR

T

GUARDRAILREMOVE

ASPHALT ROADWAYTIE INTO EXISTING

BL

CONSTRUCTION

BL

CONSTRUCTION

(5' WIDE)EXISTING TRAILTIE INTO

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

CURB & GUTTER

TIE INTO EXISTING

(SEE DETAIL 'C')

SPEED TABLE 'B'

MATC

HLIN

E B-B SEE SHT.#

08

MATC

HLIN

E

A-A SEE S

HT.#

08


6'

6'

VARIES

CLOF ROADWAY

OF TRAVEL

CENTER LANE

OF TRAVEL

CENTER LANE

N.T.S.

6' 6'

3.5

0"

3.4

0"

3.11"

2.6

3"

1.94"

1.07"

1' TYP.

TAPER IN 1'

INCREMENTS

2'PAVEMENT

MILL EX.

CONCRETE SURFACE FINE (SF) MIX.

SURFACE, 9.5mm PG 64-22 OR BITUMINOUS

SUPERPAVE MIXTURE HOT MIX ASPHALT (HMA)

MILLED NOTCH 2'X2" EX. PAVEMENT

TACK COAT

EX. CURB

ADA RAMPS

3.5' TRANSITION

12:1

DETAIL 'C' - SPEED TABLE

N/A

3 3

10

Construction Details

2"

3.5"

DIRECTION OF TRAVEL

8' (SPEED TABLE B)

16' (SPEED TALE A)

HUMP PROFILE

EDGE DETAIL

R:\

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Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


T-190

T-188

T-127

T-126

T-125T-124

T-123T-122

T-119

T-120

T-309

T-301

T-217

T-310

T-311T-312

T-313T-314T-315

T-317

T-316

T-340T-339T-338

T-337T-336T-335

T-334T-333

T-332T-331

T-329 T-330

T-322

T-319

T-320

T-321

T-318

280

278

284

290

292

294

278

282

284

286

278

280

270

272

270

268

268

270

272

274

274

276

278280

282

SIG

SIG

SIG

SIG

SIG

SIG

P

15+00 16+00 17+00 18+00 19+0020+00

21+00

22+00

23+00

+50 +50 +50 +50 +50 +50

+50

+50

+50

35+00

35+42

35+42

0+00

1+00

2+00

3+00 4+00

5+00

5+665+66

+50

+50 +50

+50

+50 +50

270

270

275

280

280280

R:\

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

2411

DWG. # ___ 21

N

Grading Plan

LITTLE FALLS PKWY

ARLIN

GT

ON

RD

DR

E

LA

DN

AL

LIH

OUTDOOR POOL

BETHESDA

YWKP SL

LAF ELT

TIL

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

MATC

HLIN

E

A-A SEE S

HT.#

12



T-118T-117 T-328T-327

T-323

T-324

T-325

T-326

276

274

270

272274

274

276

274

272

270

274

276

T-196

T-195

T-193

T-192T-191

T-190

T-189

T-188

T-38

T-37

274 272

270

272

270

268

266

264

274 276

10+00

11+00 12+00 13+00 14+00

+50

+50 +50 +50 +50

R:\

2017\41


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7, 2019 AT 01:58 P

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24

30+00

31+00

32+0033+0

0

34+0

0+50

+50+50

+50

+50

270

270

270

270

270

N

N

12

2 2

Grading Plan

LITTLE FALLS PKWY

DR EL

ADNALLI

H

LIART


AR

TMATC

HLIN

E B-B SEE SHT.#

11

MATC

HLIN

E

A-A SEE S

HT.#

11


1 1

13

Cross Sections

AS SHOWN

LINE SURFACE OFFSET

GIS Contours 0.0000

Scaled 5.0000 Times Ver.

Scaled 1.0000 Times Hor.

250

260

270

280

290290

250

260

270

280

290290

30+00 31+00 32+00 33+00 34+00 35+00 35+42

LINE SURFACE OFFSET

GIS Contours 0.0000

Scaled 5.0000 Times Ver.

Scaled 1.0000 Times Hor.

250

260

270

280

290

300300

250

260

270

280

290

300300

0+00 1+00 2+00 3+00 4+00 5+00 6+00

Little Falls Rd Trail

PV

C 0

+05.0

0

EL

EV 282.2

7

PVI 0

+15.0

0

EL

EV 281.84

PV

T 0

+25.0

0

EL

EV 282.2

7

PV

C 0

+45.0

0

EL

EV 283.11

PVI 0

+75.0

0

EL

EV 284.3

7

PV

T 1+

05.0

0

EL

EV 283.7

3

PV

C 1+

55.0

0

EL

EV 282.6

7

PVI 1+65.0

0

EL

EV 282.4

6

PV

T 1+

75.0

0

EL

EV 282.8

1

PV

C 1+

85.0

0

EL

EV 283.15

PVI 2

+00.0

0

EL

EV 283.6

7

PV

T 2

+15.0

0

EL

EV 283.0

0

PV

C 2

+40.0

0

EL

EV 281.89

PVI 2

+53.2

3

EL

EV 281.31

PVI 2

+81.46

EL

EV 282.2

1

PV

T 2

+96.4

6

EL

EV 281.46

PV

C 5

+20.0

0

EL

EV 270.2

8

PVI 5

+35.0

0

EL

EV 269.5

3

PV

T 5

+50.0

0

EL

EV 269.7

8

PVI 5

+66.0

1

EL

EV 270.0

4

-4.23%4.21

%-2.12%

3.45%-4.43%

-5.00%

1.65%Sag Vertical Curve

V.C.L. = 20'

G1 = -4.23%

G2= 4.21%

CORR.= 0.21'

S.S.D.= 43'

K = 2.37

Crest Vertical Curve

V.C.L. = 60'

G1 = 4.21%

G2= -2.12%

CORR.= -0.47'

S.S.D.= 201'

K = 9.49

Sag Vertical Curve

V.C.L. = 20'

G1 = -2.12%

G2= 3.45%

CORR.= 0.14'

S.S.D.= 67'

K = 3.59


V.C.L. = 30'

G1 = 3.45%

G2= -4.43%

CORR.= -0.30'

S.S.D.= 152'

K = 3.81

Sag Vertical Curve

V.C.L. = 26'

G1 = -4.43%

G2= 3.19%

CORR.= 0.25'

S.S.D.= 51'

K = 3.47


V.C.L. = 30'

G1 = 3.19%

G2= -5.00%

CORR.= -0.31'

S.S.D.= 147'

K = 3.66

Sag Vertical Curve

V.C.L. = 30'

G1 = -5.00%

G2= 1.65%

CORR.= 0.25'

S.S.D.= 61'

K = 4.51

PVI 3

0+00.0

0

EL

EV 270.6

5

PV

C 30

+40.0

0

EL

EV 270.6

5P

VI 3

0+50.0

0

EL

EV 270.6

5P

VT 30

+60.0

0

EL

EV 270.8

5

PV

C 31+

00.0

0

EL

EV 271.65

PVI 3

2+00.0

0

EL

EV 273.6

5

PV

T 33

+00.0

0

EL

EV 273.18

PV

C 33

+45.0

0

EL

EV 272.9

6P

VI 3

3+55.0

0

EL

EV 272.9

2P

VT 33

+65.0

0

EL

EV 272.6

7

PV

C 34

+40.0

0

EL

EV 270.7

9P

VI 3

4+50.0

0

EL

EV 270.5

4P

VT 34

+60.0

0

EL

EV 270.4

1P

VC 34

+75.0

0

EL

EV 270.2

1P

VI 3

4+85.0

0

EL

EV 270.0

8P

VT 34

+95.0

0

EL

EV 269.6

3P

VC 35

+05.0

0

EL

EV 269.18

PVI 3

5+15.0

0

EL

EV 268.7

3P

VT 35

+25.0

0

EL

EV 268.8

1

0.00% 2.00%

-0.47%-2.51%

-1.29% -4.50% 0.81%

V.C.L. = 20'

G1 = 0.00%

G2= 2.00%

V.C.L. = 200'

G1 = 2.00%

G2= -0.47%

V.C.L. = 20'

G1 = -0.47%

G2= -2.51%

V.C.L. = 20'

G1 = -2.51%

G2= -1.29%

V.C.L. = 20'

G1 = -1.29%

G2= -4.50%

V.C.L. = 20'

G1 = -4.50%

G2= 0.81%

Hillandale Rd Trail

R:\

2017\41


MN

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C_$14

8\D

WG\30

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7, 2019 AT 01:55 P

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


R:\

2017\41


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Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019

.

24

Stormwater Management Plan1 3

14

AS SHOWN

ALPHA Corporation

21351 Ridgetop Circle, Ste. 200

Dulles, VA 20166

(703) 450-0800


R:\

2017\41


MN

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C_$14

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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019BW

.

24

2 3

15

AS SHOWN

ALPHA Corporation


Dulles, VA 20166

(703) 450-0800

SWM Plan - Alternate


3 3

AS SHOWN

16

ALPHA Corporation


Dulles, VA 20166

(703) 450-0800

SWM Bio-Retention Details-Alternate

R:\

2017\41


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Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK

.

24


SIG

SIG

P



(301) 495-2535


9500 Brunett Avenue


MONTGOMERY COUNTY, MARYLAND

SHEET NO.

OF

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE

NO. REVISION BY APP'D DATE

SHEET NO.

OF

Engineer, Transportation Systems Engineering

Recommended:

Manager, Traffic Control and Lighting Engineering

Reviewed:

Manager, Transportation Systems Engineering

Reviewed:

Chief, Traffic Engineering and Operations

Approved:

R:\2017\41 Capital Crescent Trail_MNCPPC_$148\DWG\30% Plans\pSG-P001_CCT.dgn

Tuesday, April 16, 2019 AT 09:46 AM

FILE:

PLOTTED:

DEPARTMENT OF TRANSPORTATIONC. KELLER

B. WHITE 04/2019

04/2019

04/2019

SCALE: 1"=20'

..

SABRA & ASSOCIATES, INC.

GEOMETRIC LEGEND

PROPOSED

EXISTING

UTILITY LEGEND

ELECTRICAL

STORM DRAIN


PED. CROSSING IMPROVEMENT PLAN

DIVISION OF TRAFFIC ENGINEERING AND OPERATIONSS. DU

20' 20'0 40'

SCALE: 1"=20'

.

TRAFFIC SIGNAL PLAN

DATE: APRIL 2019

N PROPOSED SIGNALS PROPOSED SIGNS

9" x 15"R10-3(1)

TO HILLANDALE RD

TO MD 191

IN AN EAST-WEST DIRECTION

LITTLE FALLS PARKWAY IS ASSUMED TO RUN

(VAR.X18")

D-3(1)

ArlingtonRD

23

Little FallsPKWY

31,36

(VAR.X18")

D-3(1)

(VAR.X18")

D-3(1)

RDArlington

24

LITTLE FALLS PARKWAY

IN

BRAILLE TYPE 2

LITTLE FALLS PKWY

14

ONLY

(30"x36")

R3-5(L)

SIGNAL

FACED LED

12" BLACK-

R

Y

G

Y

G

4

3

8a

8

1

10

11

2

7

7a

12

96

14

5

R

Y

G

SIGNAL

FACED LED

12" BLACK-

1,2,3,5,6 4 7-8

SIGNAL

PEDESTRIAN

COUNTDOWN

2-SECTION LED

12"

(30"x36")

R3-5(R)

ONLY

13,15

8a

9" x 15"R10-3(1)

7a

ARLINGTON ROAD

IN

BRAILLE TYPE 2

ARLINGTON ROAD

LITTLE FALLS PKWY AT ARLINGTON RD.

TO

MD 19

1

17 24

13

LITTLE FALLS PKWY

ARLIN

GT

ON

RD

LITTLE FALLS PKWY

TO MD 191 (BRADLEY BLVD.)

UNDERGROUND INTERCONNECTOR

TO HILLANDALE RD.



T-188

SIG

SIG

SIG

SIG



(301) 495-2535


9500 Brunett Avenue


MONTGOMERY COUNTY, MARYLAND

SHEET NO.

OF

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING NO.:

DATE

DATE

DATE

NO. REVISION BY APP'D DATE

SHEET NO.

OF

Engineer, Transportation Systems Engineering

Recommended:

Manager, Traffic Control and Lighting Engineering

Reviewed:

Manager, Transportation Systems Engineering

Reviewed:

Chief, Traffic Engineering and Operations

Approved:

R:\2017\41 Capital Crescent Trail_MNCPPC_$148\DWG\30% Plans\pSG-P002_CCT.dgn

Wednesday, April 17, 2019 AT 02:02 PM

FILE:

PLOTTED:

DEPARTMENT OF TRANSPORTATIONC. KELLER

B. WHITE 04/2019

04/2019

04/2019

SCALE: 1"=20'

..

SABRA & ASSOCIATES, INC.

GEOMETRIC LEGEND

PROPOSED

EXISTING

UTILITY LEGEND

ELECTRICAL

STORM DRAIN


PED. CROSSING IMPROVEMENT PLAN

DIVISION OF TRAFFIC ENGINEERING AND OPERATIONSS. DU

20' 20'0 40'

SCALE: 1"=20'

.

TRAFFIC SIGNAL PLAN

DATE: APRIL 2019

N PROPOSED SIGNALS PROPOSED SIGNS

IN AN EAST-WEST DIRECTION

LITTLE FALLS PARKWAY IS ASSUMED TO RUN

3a

2

1

3-4

SIGNAL

PEDESTRIAN

COUNTDOWN

2-SECTION LED

12"

LITTLE FALLS PKWY AT HILLANDALE RD.

TO MD 190

TO ARLINGTON RD

TO

MD 19

1

4

3

5

R

Y

G

SIGNAL

FACED LED

12" BLACK-

1-2

9" x 15"R10-3(1)

HILLANDALE ROAD

IN

BRAILLE TYPE 2

HILLANDALE ROAD

3a-4a

ONLY

5

(30"x36")

R3-5(R)

18 24

4a

SIGNAL HEADS

RELOCATE

SIGN

RELOCATE

RELOCATED SIGNALS RELOCATED SIGN

PUSH BUTTON TO BE REMOVED

PEDESTRIAN SIGNAL HEAD AND

PUSH BUTTON TO BE REMOVED

PEDESTRIAN SIGNAL HEAD AND

LITTLE FALLSPKWY

YWKP SL

LAF EL

TTIL

HIL

LA

ND

ALE R

OA

D

TO ARLINGTON RD.



SIG

SIG

SIG

SIG

SIG

SIG

P

MER

GE

LA

NE

EN

DS

LEFT

MUST

TU

RN RIG

HT

RIG

HT L

AN

E

AHEA

D

SP

EE

D

LIM

IT

25

ST

ATE L

AW

PE

DES

TRIA

NS

IN C

RO

SS

WA

LK

ST

OP F

OR

SPEED

LIMIT

15

SPEE

D

LIMIT

15

AHEA

D

AHEA

D

SP

EE

DLIM

IT

25N

OM

OT

OR

VEHIC

LES

NO

MOTOR

VEHICLES

ST

ATE L

AW

X-

WA

LK

IN

FO

R

ST

ATE L

AW

X-

WA

LK

IN

FO

R

ONLYONLY

AH

EA

D

15

MP

H

AHEA

D

AHEAD

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CC

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7, 2019 AT 02:4

8 P

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PLO

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BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

PAVEMENT MARKING LEGEND:

WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LEGEND AND SYMBOLS

24 INCH WHITE THERMOPLASTIC PAVEMENT MARKING


5 INCH DOUBLE YELLOW THERMOPLASTIC PAVEMENT MARKING

5 INCH WHITE THERMOPLASTIC PAVEMENT MARKING - 10' STRIPE, 30' SKIP

5 INCH WHITE THERMOPLASTIC PAVEMENT MARKING - SOLID

SIGNING LEGEND:

EXISTING SIGN TO REMAIN

EXISTING SIGN TO BE REMOVED

PROPOSED SIGN

PROPOSED SIGN POST

EXISTING SIGN POST

.

24

108

101

103

107

N

Signing and Marking Plan31

19

11'

10'

11'11'

11'

4'

4'

4'

11'

11'

11'

11'

11'

11'

11'

SIGNAGE SCHEDULE

SIGN TYPE QTY. (SHEET ALUMINUM) SIGN SUPPORTSIGN ID




5 INCH YELLOW THERMOPLASTIC PAVEMENT MARKING


108

107

106

105

104

103

102

101

W11-15 (MOD), W16-9P

W11-15 (MOD), W13-1P

W11-15 (MOD), W16-7PL

W2-1, W16-9P

W11-15 (MOD), W16-9P

W11-15 (MOD), W13-1P

W11-15 (MOD), W16-7PL

W2-1, W16-9P

10 SF

10.25 SF

10 SF

6 SF

10 SF

10.25 SF

10 SF

6 SF

ONE 14' SQUARE PERFORATED STEEL TUBULAR SIGN POST








C

NO

VEHICLES

COMMERCIAL

WAY

ONE

15

MP

H

AH

EA

D

F

E

D

C

B

A

A

E

EC

C C

A

BB

F

F

F

A

A

A

E

4SF

24"x24"

W2-1

4SF

24"x24"

W2-1

4SF

24"x24"

W13-1P

4SF

24"x24"

W13-1P

6.25sf

30"x30"

W11-15 (MOD)

3.75SF

18"x30"

W16-9P

3.75SF

18"x30"

W16-9P

2SF

12"x24"

W16-9P

2SF

12"x24"

W16-9P

6.25SF

30"x30"

W11-15 (MOD)

6.25SF

30"x30"

W11-15 (MOD)

6.25SF

30"x30"

W11-15 (MOD)

104

105

ARLIN

GT

ON

RD

DR

E

LA

DN

AL

LIH

SEE DETAIL 'E'

SEE DETAIL 'A'

SEE DETAIL 'B'

SIGN

RELOCATE

SIGN

RELOCATE

SIGN

RELOCATE

DETAIL 'A'

SEE

DETAIL 'E'

SEESIGNS

RELOCATE

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

SIGN

RELOCATE

SIGN

RELOCATE

SIGN

RELOCATE

6.25SF

30"x30"

W11-15 (MOD)

6.25SF

30"x30"

W11-15 (MOD)

3.75SF

30"x12"

W16-7pL

3.75SF

30"x12"

W16-7pL

106

102

YWKP SL

LAF ELT

TIL

LIA

RT

TN

EC

SE

RC

LA

TIP

AC

LITTLE FALLS

PKWY

OUTDOOR POOL

BETHESDA

E

DETAIL 'C'

SEE

SIGN

RELOCATE

SIGN

RELOCATE

SIGN

RELOCATE SIGN

RELOCATE

SIGNS

RELOCATE

MATC

HLIN

E

A-A SEE S

HT.#

20


F


T-328T-327

T-323

T-324

T-325

T-326

SP

EE

D

LIM

IT

25

R:\

2017\41


MN

CPP

C_$14

8\D

WG\30

%

Plans\pS

N-P002_C

CT.d

gn

Wednesday, April 1

7, 2019 AT 02:0

0 P

Mckeller -

PLA

N

SC

AN

NE

D:

FIN

AL S

CA

NN

ED:

PA

RK

CO

DE:

N/A

PLO

TTE

D

BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

PAVEMENT MARKING LEGEND:




5 INCH DOUBLE YELLOW THERMOPLASTIC PAVEMENT MARKING

5 INCH WHITE THERMOPLASTIC PAVEMENT MARKING - 10' STRIPE, 30' SKIP

5 INCH WHITE THERMOPLASTIC PAVEMENT MARKING - SOLID

SIGNING LEGEND:

EXISTING SIGN TO REMAIN

EXISTING SIGN TO BE REMOVED

PROPOSED SIGN

PROPOSED SIGN POST

EXISTING SIGN POST

.

24

LITTLE FALLS TRAIL

N

N

E

F

Signing and Marking Plan32

20

10'

11'

16'

11'

11'

SIGNAGE SCHEDULE

SIGN TYPE QTY. (SHEET ALUMINUM) SIGN SUPPORTSIGN ID

W11-15 (MOD), W16-7PL

W11-15 (MOD), W16-7PL

10 SF

10 SF



202

201

SP

EE

DLIM

IT

25

F

C

A

F

A

A

A

A

A

A

C

CCF

F

E

D

C

B

A

PARKINGNO

TIM

EAN

Y

PARKING

NO

TIM

E

AN

Y

Center Recreation Norwood

PARKING

NO

TIM

E

AN

Y

DR EL

ADNALLI

H

LIART

LITTLE FALLS PKWY


AR

T

3.75SF

30"x12"

W16-7pL

6.25SF

30"x30"

W11-15 (MOD)

202

201

6.25SF

30"x30"

W11-15 (MOD)

3.75SF

30"x12"

W16-7pL

EX. SIGN

REPLACE

EX. SIGN

REPLACE

DETAIL 'D'

SEE

MARKINGS

EXISTING

REMOVE MARKINGS

EXISTING

REMOVE

SIGNS

RELOCATE

SIGN

RELOCATE

MATC

HLIN

E B-B SEE SHT.#

19

MATC

HLIN

E

A-A SEE S

HT.#

19


6'

6'

CLOF ROADWAY

12"

WHIT

E

12

60°

OF TRAVEL

CENTER LANE

OF TRAVEL

CENTER LANE

N.T.S.

N.T.S.

DETAIL 'A' - CROSSWALK

WHITE

N.T.S.

DETAIL 'E' - PAVEMENT MARKING TEXT

CURB & GUTTER

EDGE OF CONCRETE

N/A

3 3

21

Signing and Marking Details

DETAIL 'C' - SPEED TABLE MARKINGS

N.T.S.

DETAIL 'B' - CROSSWALK

8'

WHITE

10'

WHITE

16'

6'

6'

CLOF ROADWAY

12"

WHIT

E

12

60°

OF TRAVEL

CENTER LANE

OF TRAVEL

CENTER LANE

N.T.S.

DETAIL 'D' - SPEED TABLE MARKINGS

WHITE

8'

24'

8'

6'

8'

60'

TRAVEL LANE

CENTER IN

TRAVEL LANE

EDGE OF

SPEED TABLE

EDGE OF

16"

20"

20"

16"

16" 20"

16" 20"

R:\

2017\41


MN

CPP

C_$14

8\D

WG\30

%

Plans\p

DE-P002_C

CT.d

gn

Tuesday, April 0

9, 2019 AT 03:5

8 P

Mckeller -

PLA

N

SC

AN

NE

D:

FIN

AL S

CA

NN

ED:

PA

RK

CO

DE:

N/A

PLO

TTE

D

BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019BW

CK



Columbia, MD 21046

(443) 741-3500

.

24


$FIL

E$

$D

ATETIM

E$

$U

SE

RN

AM

E$

PLA

N

SC

AN

NE

D:

FIN

AL S

CA

NN

ED:

PA

RK

CO

DE:

N/A

PLO

TTE

D

BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019

.

24

1 3

22

Landscaping PlanFloura Teeter

800 North Charles Street, Ste. 300

Baltimore, MD 21201

(410) 528-8395

1.

RECOMMENDED FOR RELOCATION ON SITE WITH LITTLE TO NO HEALTH IMPACT ANTICIPATED.

TREES LOCATED IN THE EXISTING MEDIAN ARE ALL RELATIVELY IMMATURE AND ARE

NOTE:

1"=20'

LEGEND

PROPERTY LINE

EXISTING TREE

EXISTING FOREST COVER

STREAM

STREAM BUFFER

INDEX CONTOUR

INTERMEDIATE CONTOUR

SOIL LINE

WETLAND

EXISTING TRAIL

LIMIT OF DISTURBANCE

PROPOSED ROADWAY

PROPOSED STREET LIGHTEXISTING TREE TO BE REMOVED

PROPOSED PERENNIAL PLANTINGS

PROPOSED TURFGRASS SOD

PROPOSED LARGE CANOPY TREE

100 YEAR FLOODPLAIN & BLR

(ORNAMENTAL GRASS PLANTINGS)

PROPOSED SWM FACILITY

PROPOSED SMALL/MEDIUM CANOPY TREE

AL

MM

MM

MATC

HLIN

E SEE S

HT.#

23


$FIL

E$

$D

ATETIM

E$

$U

SE

RN

AM

E$

PLA

N

SC

AN

NE

D:

FIN

AL S

CA

NN

ED:

PA

RK

CO

DE:

N/A

PLO

TTE

D

BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


04/2019

04/2019

.

24

2 3

23

Landscaping PlanFloura Teeter

800 North Charles Street, Ste. 300

Baltimore, MD 21201

(410) 528-83951"=20'

LEGEND

PROPERTY LINE

EXISTING TREE

EXISTING FOREST COVER

STREAM

STREAM BUFFER

INDEX CONTOUR

INTERMEDIATE CONTOUR

SOIL LINE

WETLAND

EXISTING TRAIL

LIMIT OF DISTURBANCE

PROPOSED ROADWAY

PROPOSED STREET LIGHTEXISTING TREE TO BE REMOVED

PROPOSED PERENNIAL PLANTINGS

PROPOSED TURFGRASS SOD

PROPOSED LARGE CANOPY TREE

100 YEAR FLOODPLAIN & BLR

(ORNAMENTAL GRASS PLANTINGS)

PROPOSED SWM FACILITY

PROPOSED SMALL/MEDIUM CANOPY TREE

1.

RECOMMENDED FOR RELOCATION ON SITE WITH LITTLE TO NO HEALTH IMPACT ANTICIPATED.

TREES LOCATED IN THE EXISTING MEDIAN ARE ALL RELATIVELY IMMATURE AND ARE

NOTE:

MM

AL MM

MATC

HLIN

E SEE S

HT.#

22

MATCHLINE SEE THIS SHEET

MATCHLINE SEE THIS SHEET


3 3

24

Floura Teeter

AS SHOWN

Landscape Details800 North Charles St., Ste. 300

Baltimore, MD 21201

(410) 528-8395AL

MM

MM

$FIL

E$

$D

ATETIM

E$

$U

SE

RN

AM

E$

PLA

N

SC

AN

NE

D:

FIN

AL S

CA

NN

ED:

PA

RK

CO

DE:

N/A

PLO

TTE

D

BY:

Designer's Name

Address

City/State/Zip

Telephone Number




REVISIONS



Date

Date


Park ManagerSCALE:

DWG. # ___ of ____

SHT. # ___ of ____

Date Checked By:

Date Checked By:


Engineer


Expiration Date______________________________

STAMP

PROFESSIONAL







(301) 495-2535


9500 Brunett Avenue


1"=30'


04/2019

04/2019

.

24


Appendix A 30% Construction D ocuments · PROPERTY LINE EXISTING TREES EXISTING TREE LINE EXISTING...

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Transcript of Appendix A 30% Construction D ocuments · PROPERTY LINE EXISTING TREES EXISTING TREE LINE EXISTING...