city of takoma park · 2017-03-16 · 8. pcc bus pad construction notes: those of the curb &...

IS MADE OF THE ACCURACY OF SAID LOCATIONS.

FOR INFORMATION AND GUIDANCE ONLY. NO GUARANTEE

THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE

SURVEY

BOOK NO. INDEXED

HORIZONTAL DATUM

VERTICAL DATUM

NAD 83 / 91

NGVD 29

REVISIONS

AVERAGE DAILY TRAFFIC (A.D.T.)

DESIGN HOURLY VOLUME (D.H.V.)

% TRUCKS - A.D.T.

% TRUCKS - D.H.V.

FUNCTIONAL CLASSIFICATION

CONTROL OF ACCESS

INTENSITY OF DEVELOPMENT

TERRAIN

ANTICIPATED POSTED SPEED

ROADWAY

DESIGN SPEED M. P. H.

CONTROLS / YEARS

DESIGN DESIGNATION

AASHTO DESIGN CRITERIA

BOOK OF STANDARDS AND MUTCD STANDARD SPECIFICATIONS BOOK,

COMPLETENESS OF DOCUMENTS

ADA COMPLIANCE

UTILITIES

RIGHT OF WAY

0 30003000 6000 feet

SCALE: 1"=3000'

MONTGOMERY COUNTY

CITY OF TAKOMA PARK

STATE AND FEDERAL LEGISLATION

FOR THE ELDERLY AND HANDICAPPED IN COMPLIANCE WITH

THE DESIGN OF THIS PROJECT HAS INCORPORATED FACILITIES

\\BALSRV03\v2010\2010\10031_

Tako

maPk\Task 3_Ethan Allen_StScape\Cadd\Plans\pGN-T

0001_ethan allen.dgn

Friday,

March 10, 2017 AT 07:51 A

M

Signature DATE

Printed Name and Title

(301) 891-7213 City of Takoma Park

ETHAN ALLEN AVENUE / MD 410

ETHAN ALLEN GATEWAY STREETSCAPE

HOUSING AND COMMUNITY DEVELOPMENT

20332013

20,700 25,300

8% 8%

52% 52%

2% 2%

2% 2%

35 M. P. H.

URBAN OTHER PRINCIPAL ARTERIAL

NONE

URBAN

ROLLING

STRICTLY ENFORCED DURING CONSTRUCTION.

SEDIMENT AND EROSION CONTROL REGULATIONS WILL BE

STANDARD STABILIZATION NOTE :

OWNERS / DEVELOPERS CERTIFICATION :

ENVIRONMENTAL INFORMATION

AREAS ON THE PROJECT SITE.

SEVEN DAYS (7) AS TO ALL OTHER DISTURBED OR GRADED

GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1), AND

SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES

AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES,

SHALL BE COMPLETED WITHIN THREE (3) CALENDER DAYS

REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION

FOLLOWING INITIAL SOIL DISTURBANCE OR

DESIGN OF HIGHWAYS AND STREETS."

2001 PUBLICATION OF AASHTO'S "A POLICY ON GEOMETRIC

THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH THE

ATTACH ADDENDA MAY CAUSE THE BID TO BE IRREGULAR.

DIRECTLY FROM THE CITY OF TAKOMA PARK. FAILURE TO

FOR THE COMPLETENESS OF DOCUMENTS OBTAINED

THE CITY OF TAKOMA PARK SHALL ONLY BE RESPONSIBLE

DIRECTIONAL DISTRIBUTION

Erkin Ozberk Project Manager

ETHAN ALLEN AVE / MD 410 = 0.27 MILESLENGTH OF PROJECT:

BEFORE BEGINNING THE PROJECT.

PROGRAM FOR THE CONTROL OF SEDIMENT AND EROSION

DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING

WILL HAVE A CERTIFICATE OF ATTENDANCE AT A MARYLAND

PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT

PURSUANT TO THIS PLAN, AND THAT ANY RESPONSIBLE

CONSTRUCTION AND/OR DEVELOPMENT WILL BE DONE

I / WE HEREBY CERTIFY THAT ANY CLEARING, GRADING,

30 M.P.H.

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

HIGHWAYS AND INCIDENTAL STRUCTURES AND THE LATEST MANUAL

FOR BOOK OF STANDARDSTHE STATE HIGHWAY ADMINISTRATIONS

THE SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS;

DATED JULY 2008, REVISIONS THEREOF OR ADDITIONS THERETO;

STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS

HIGHWAY ADMINISTRATION'S SPECIFICATIONS ENTITLED

THE MARYLAND DEPARTMENT OF TRANSPORTATION, STATE

ALL WORK ON THIS PROJECT SHALL CONFORM TO:

APPROPRIATE RIGHT OF WAY PLATS.

THEY ARE NOT OFFICIAL. FOR OFFICIAL RIGHT OF WAY, SEE THE

PLANS ARE FOR ASSISTANCE IN INTERPRETING THE PLANS.

RIGHT OF WAY LINES SHOWN ON THESE

THROUGH 16.04.260).

TAKOMA PARK MUNICIPAL CODE TITLE 16 (SECTIONS 16.04.210

MAINTAINED IN ACCORDANCE WITH THE CITY OF

FOR THIS CONTRACT SHALL BE INSPECTED AND

ALL STORMWATER MANAGEMENT FACILITIES CONSTRUCTED

SHA TRACKING NO. 15APMO015XX

SHA CONTRACT NO. MO0705125

FAP NO. TAP-3(481)E

HYATTSVILLE

UNIVERSITY

OF

MARYLAND

NORTHBRENTWOOD

Prince

Georges

Plaza

LEWISDALE

E.S.

SYSTE

M

TAKOMA PARK

WestHyattsville

Takoma

Fort

Totten

RE

GIO

NA

L

ME

TR

O S

YSTE

M

POP. 8,498

UNIVERSITY

PARK

POP. 14,733

POP. 24,657

POP. 2,318

POP. 469

POP. 17,299

MT. RAINIER

COLLEGE

SILVER

SPRING

B r a n c h

N o r t h

w e s t

B r a n c h

CS

XT /

MA

RC

Q

N

MARYLAND

MARYLAND

AVE

A L L E N

E T HA N

410

NE

W

HA

MP S

HIR

E

AV

E

650

EAST

WEST HWY

WORKLIMIT OF

WORKLIMIT OF

RE

D T

OP

RD

Engineers Construction Managers Planners Scientists

www.rkk.com

81 MOSHER STREET BALTIMORE, MD 21217

PH: (410) 728-2900 FAX: (410) 728-3160

LLPRummel, Klepper & Kahl,

SHEET NO. DESCRIPTION

INDEX OF SHEETS

R-O-W PLAT NUMBERS SURVEY BOOK NUMBERS

13199

15602

CO

UN

TY

GE

OR

GE'S

PRIN

CE

CO

UN

TY

MO

NT

GO

ME

RY

CO

UN

TY

GE

OR

GE'S

PRIN

CE

CO

UN

TY

MO

NT

GO

ME

RY

SEAL

No.

18530

RIC

HA

R

DJ. ADA

MS

JR.

ST

A

TE

OF MARY

LA

ND

PR

OF

ESSIONAL EN

G

INE

ER

WATER MAIN RELOCATION PLAN

LANDSCAPE PLANS AND DETAILS

SIGNING AND PAVEMENT MARKING PLAN

LIGHTING PLANS, POLE AND PANEL SCHEDULES

TRAFFIC SIGNAL PLANS

MAINTENANCE OF TRAFFIC PLANS

SEDIMENT AND EROSION CONTROL PLANS

SEDIMENT AND EROSION CONTROL NOTES & DETAILS

STORMWATER MANAGEMENT PLANS & DETAILS

STORM DRAIN PROFILES, SCHEDULES & DETAILS

ROADWAY PLANS

CURB STAKEOUT & ISLAND DETAILS

GEOMETRY PLAN / SURVEY CONTROL

ADA SIDEWALK & BUS STOP DETAILS

PAVEMENT DETAILS

TYPICAL SECTIONS

INDEX OF SHEETS, GENERAL NOTES, ABBREVIATIONS

TITLE SHEET

1

80-85

77-79

68-76

64-67

49-63

36-48

33-35

29-32

27-28

22-26

18-21

17

6-16

5

3-4

2

1

LICENSE NO. 18530, EXPIRATION DATE: DECEMBER, 15, 2017.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND,

WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTS

5/2/16

DATE : 7/6/16

1

& 26

SHEET No's: 5, 24, 25

MARCH 15, 2017

ADDENDUM NO. 1,

DT-01

NTS

PAVEMENT DETAIL D

PAVEMENT DETAIL F

CONCRETE BUS STOP PAD

PAVEMENT DETAIL A

PAVEMENT DETAIL B

- OPTION 1

NEW CURB & GUTTER PLACEMENT

PAVEMENT DETAIL C

- OPTION 2

NEW CURB & GUTTER PLACEMENT

PAVEMENT DETAIL H

GRINDING AND RESURFACING

PAVEMENT LEGEND

PAVEMENT DETAIL NOTES

PAVEMENT DETAILS

PARTIAL-DEPTH PATCHING

5

WRW

RJG

SHA

PAVEMENT DETAIL E

PAVEMENT DETAIL G

ASPHALT SECTION FOR DRIVEWAY

BASE WIDENING ON MD 410

EXISTING SUBGRADE

EXISTING HMA PAVEMENT

EXISTING CONCRETE PAVEMENT

EXISTING PAVEMENT

EXISTING SUBGRADE

1' MAXIMUM

11

EXISTING PAVEMENT

EXISTING SUBGRADE

11

PAVEMENT

EXISTING

8

145

10

112

LESS THAN 4-FEET WIDE

11

12

14

10

GREATER THAN OR EQUAL TO 4-FEET

8

2 111

86

112

EXISTING SUBGRADE

10

15

EXISTING PAVEMENT

15

11

1 3

14

8

11

EXISTING PAVEMENT

112

EXISTING SUBGRADE

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

* REFER TO STANDARD NO. MD-577-.01 THROUGH MD-577.06 AND MD-577.08

PER SECTION 520 AND SHALL NOT BE SEALED.

* TRANSVERSE JOINTS SHALL BE SINGLE 1/8 INCHES SAW-CUT TO A DEPTH OF 2 INCHES AS

ONE LAND WIDTH

* PORTLAND CEMENT CONCRETE BUS STOP PAD DIMENSION SHALL BE 100 FEET IN LENGTH BY

PLACED 36" CENTER TO CENTER.

* LONGITUDINAL TIE DEVICES (SLAB/CURB INTERFACE) SHALL BE #4 BARS-14" LONG (J) BARS,

* MAXIMUM TRANSVERSE JOINTS SPACING SHALL BE 15 FEET WITH NO MID SLAB REINFORCEMENT.

6" FROM JOINT.

CENTER AT ALL TRANSVERSE JOINTS EXCEPT AT CONCRETE/ASPHALT TRANSVERSE JOINTS, PLACED

* LOAD TRANSFER DEVICES - #8 PLAIN/SMOOTH DOWEL BAR, 18" LONG, PLACED 12" CENTER TO

8. PCC BUS PAD CONSTRUCTION NOTES:

THOSE OF THE CURB & GUTTER. DOWEL BARS ARE NOT NECESSARY.

INCIDENTAL TO THE LINEAR FOOT ITEM FOR CURB & GUTTER. TRANSVERSE JOINTS SHALL MATCH

CONCRETE MIX NO. 3, TO THE BOTTOM OF THE FINAL ASPHALT SURFACE LAYER. PAYMENT SHALL BE

WIDTH IS TO BE FILLED WITH A MINIMUM OF 6" GAB AND 8" JOINTED PLAIN PORTLAND CEMENT

EXCAVATION MAY BE USED FOR CURB & GUTTER FORM PLACEMENT. THE ADDITIONAL EXCAVATION

THIS WORK IS TO BE DONE AT THE CONTRACTOR'S OPTION. AN ADDITIONAL 1' WIDTH (MAXIMUM) 7.

SUBGRADE, WHICHEVER IS LOWER.

THE BOTTOM OF THE BOUND MATERIALS IN THE EXISTING PAVEMENT OR AT THE TOP OF

IN AREAS WHERE EXISTING PAVEMENT IS BEING REMOVED, THE LIMIT OF EXCAVATION SHALL BE AT6.

CONCRETE PAVEMENT, WHICHEVER OCCURS FIRST.

PARTIAL-DEPTH PATCHING WILL BE TO AN ESTIMATED DEPTH OF 5" OR TO THE TOP OF EXISTING 5.

STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, JULY 2008.

REMOVE AND DISPOSE OF ALL SOFT AND UNSTABLE MATERIAL PER SECTION 208 OF THE MDSHA 4.

SQUARE-OFF FOUR SIDES OF THE PATCH WITH VERTICAL FACE.3.

LEVEL 2.

FOR WEDGE/LEVEL MAX. 2" LIFT USE SUPERPAVE ASPHALT MIX 9.5 mm FOR WEDGE/LEVEL, PG 64S-22, 2.

* 2" TO 5" HMA OVER 8" JOINTED PLAIN CONCRETE PAVEMENT OVER 4" TO 10" AGGREGATE

THE PROJECT LIMITS HAS THE FOLLOWING PAVEMENT STRUCTURE;

BASED ON INFORMATION FROM PAVEMENT BORING AND CONSTRUCTION HISTORY, MD 410 WITHIN 1.

121

10

9

9

10

112

7

4

13

6"

6"

6"

1 LANE WIDTH

6"

LONGITUDINAL TIE-BAR (SEE NOTE 8)

TOP OF SUBGRADE AND LIMIT OF EXCAVATION (SEE NOTE 6)

TOP OF EXISTING PAVEMENT BEFORE 2" CARBIDE GRINDING

TOP OF EXISTING PAVEMENT AFTER 2" CARBIDE GRINDING

GUTTER AND EXCAVATION ITEMS FULL-DEPTH SAW CUT INCIDENTAL TO FULL-DEPTH PATCH, CURB AND

STANDARD CURB AND GUTTER/MONOLITHIC MEDIAN

6" GRADED AGGREGATE BASE COURSE (INCIDENTAL TO CURB & GUTTER)

6" GRADED AGGREGATE BASE COURSE

8" PLAIN PORTLAND CEMENT CONCRETE MIX NO. 3 (SEE NOTE 7)

9" PLAIN PORTLAND CEMENT CONCRETE MIX NO. 9 (SEE NOTE 8)

8" PLAIN PORTLAND CEMENT CONCRETE MIX NO. 9

PG-64S-22, LEVEL 2 (3"MINIMUM LIFT, 5" MAXIMUM LIFT) (SEE NOTE 1, 3, & 5)(VARIABLE DEPTH) SUPERPAVE ASPHALT MIX 25.0 mm FOR PARTIAL-DEPTH PATCH,

3" SUPERPAVE ASPHALT MIX 19.0 mm FOR BASE, PG 64S-22, LEVEL 2

4" SUPERPAVE ASPHALT MIX 19.0 mm FOR BASE, PG 64S-22, LEVEL 2

SUPERPAVE ASPHALT MIX 9.5 mm FOR SURFACE, HDFV, PG64E-22, LEVEL 22.0"

6"

NARROW BASE WIDENING

14

1

REVISIONS

ADDENDUM REVISION NO. 1 - MARCH 15, 2017

1

DRAWN

DESIGN

BY:

CHECK

BY:

BY:

SHEET OFSCALE:

TAKOMA PARK, MD 20912

7500 MAPLE AVENUE

\\BALSRV03\v2010\2010\10031_

Tako

maPk\Task 3_Ethan Allen_StScape\Cadd\Plans\pDT-0

001_ethan allen.dgn

Wednesday,

March 15, 2017 AT 11:56 A

M

CITY OF TAKOMA PARK


2016

1" = 20' 85 DATE :

RJG

APRIL

STREETSCAPEETHAN ALLEN GATEWAY



FAP NO. TAP-3(481)E

DRAWN

DESIGN

BY:

CHECK

BY:

BY:

RJG

SHEET OFSCALE: LICENSE NO. _____________, EXPIRATION DATE: _____________.





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0002A_ethan allen.dgn

Friday,

March 10, 2017 AT 07:53 A

M

CITY OF TAKOMA PARK


2016

WRW

1" = 20' 85 DATE :

SEAL

No.

18530

RIC

HA

R

DJ. ADA

MS

JR.

ST

A

TE

OF MARY

LA

ND

PR

OF

ESSIONAL EN

G

INE

ER

18530

RJG

APRIL

DEC. 15, 20177/6/16




FAP NO. TAP-3(481)E

PS-02AROADWAY PLAN

RJG

24

CLEAN EXISTING PIPE ANY SIZE

STA. 307+80 TO STA. 307+80, RT

STA. 305+44 TO STA. 305+45, RT

STA. 304+42 TO STA. 304+30, LT

STA. 304+21 TO STA. 304+30, RT

STA. 303+90 TO STA. 303+98, RT

30 LF

10 LF

10 LF

10 LF

10 LF

CLEAN EXISTING INLET

STA. 305+71, LT

STA. 305+44, RT

STA. 303+90, RT

STA. 303+89, RT

1 EA

1 EA

1 EA

1 EA

8 INCH PORTLAND CEMENT CONCRETE FOR DRIVEWAY, MIX 9

5 INCH CONCRETE SIDEWALK

STA. 303+41.46 TO STA. 303+86.55, RT 44 LF

STA. 303+96.72 TO STA. 304+30.76, RT 85 LF

STA. 304+32.98 TO STA. 304+58.26, RT

STA. 304+91.32 TO STA. 307+94.70, RT

67 LF

373 LF

STA. 306+19.50 TO STA. 307+15.33, LT 246 LF

STA. 306+98.96 TO STA. 307+96.64, LT 129 LF

STA. 303+83.10 TO STA. 304+20.13, RT 151 LF

STA. 304+38.96 TO STA. 304+56.44, RT 35 LF

STA. 305+49.46 TO STA. 305+72.83, RT 55 LF

STA. 303+81.21 TO STA. 305+40.37, LT 197 LF

STA. 305+40.87 TO STA. 305+85.26, LT 115 LF

STA. 306+25.22 TO STA. 306+88.08, LT 142 LF

STA. 307+07.12 TO STA. 307+78.01, LT 89 LF

STA. 303+42.45 TO STA. 303+51.65, RT 49 SF

STA. 303+86.29 TO STA. 304+30.41, RT 766 SF

STA. 304+33.50 TO STA. 304+57.96, RT 302 SF

STA. 304+91.80 TO STA. 306+79.36, RT

STA. 307+19.31 TO STA. 307+75.99, RT 357 SF

STA. 307+76.08 TO STA. 307+94.51, RT 149 SF

STA. 302+62.01 TO STA. 303+36.52, LT 428 SF

STA. 304+07.21 TO STA. 305+56.11, LT

STA. 306+10.56 TO STA. 306+28.19, LT 74 SF

STA. 306+20.08 TO STA. 307+14.67, LT 445 SF

STA. 306+99.69 TO STA. 307+96.74, LT 837 SF

STA. 307+75.99 TO STA. 307+94.69, RT 654 SF

STA. 303+87.47 TO STA. 304+73.61, LT 866 SF

STA. 303+36.52 TO STA. 303+85.67, LT

25 SY

STA. 306+79.37 TO STA. 307+19.54, RT 66 SY

70 SY

STA. 303+81.03 TO STA. 304+67.50, LT

STA. 302+58 TO STA. 307+96, RT 2,655 SY

STA. 303+40.00 TO STA. 304+54.93, RT 114 LF

STA. 307+78.00 TO STA. 307+96.72, LT 18 LF

STA. 306+70.80 TO STA. 306+76.51, RT

STA. 304+08 TO STA. 304+20, RT

STA. 302+58 TO STA. 307+96, LT 2,386 SY

STANDARD TYPE A CURB ANY HEIGHT OR DEPTH

DETECTABLE WARNING SURFACE FOR CURB RAMPS (RED) MD-655.40

STA. 303+51.65 TO STA. 303+86.55, RT

325 LF

STA. 307+17.95 TO STA. 307+96.66, LT 36 SF

STA. 302+60.93 TO STA. 305+54.39, LT 316 LF

6 LF

STA. 306+35.19 TO STA. 307+95.53, RT (MEDIAN)

94 SY

STA. 305+38 TO STA. 305+67, LT 31 SY

STA. 307+17.91 TO STA. 307+94.97, RT 88 SY

8 SY

STA. 303+50 TO STA. 304+39, LT 57 SY

12 SF

12 SF

11 SF

17 SF

10 SF

10 SF

12 SF

12 SF

17 SF

14 SF

18 SF

11 SF

STA. 307+05, LT

STA. 306+86, LT

STA. 306+40, LT

STA. 306+30, LT

STA. 305+43, LT

STA. 304+77, LT

STA. 305+92, RT

STA. 305+53, RT

STA. 304+52, RT

STA. 304+51, RT

STA. 304+41, RT

STA. 304+25, RT

1,039 SF

STA. 303+41.46 TO STA. 303+54.39, RT

STA. 304+33.65 TO STA. 304+81.23, LT 49 LF

16 SFSTA. 306+35.86 TO STA. 306+39.85, RT (MEDIAN)

GRINDING ASPHALT PAVEMENT O INCH TO 2 INCH

9 INCH PLAIN PORTLAND CEMENT CONCRETE, MIX 9

ANY HEIGHT OR DEPTH

STANDARD TYPE A COMBINATION CURB AND GUTTER,

MIX NO. 8 CONCRETE FOR SWM STRUCTURES (GRAVITY WALLS)

6 FEET 0 INCH WIDE TYPE A-1 MD-645.01

MONOLITHIC CONCRETE MEDIAN

STA. 303+81.21 TO STA. 303+86.79, LT 15 LF

1,729 SF

STA. 305+52.39 TO STA. 305+64.13, LT 7 SY

SPECIALTY PAVER - TYPE 2

16 CYSTA. 302+85.85 TO STA. 303+32.89, LT

MIX NO. 9 CONCRETE FOR MISCELLANEOUS STRUCTURES (CONCRETE ENCASEMENT FOR I-6)

STA. 305+56, LT 2 CY

CLASS 0 RIPRAP FOR SLOPE AND CHANNEL PROTECTION

STA. 304+33, LT 1 SY

13 LF

4 SYSTA. 303+41.46 TO STA. 303+46.24, RT

1

REVISIONS


1

1

1

1

1

1

1

1

1

1

1

1

186.92

ATM

BIKE RACK

SPIKE

192.50

1

SPIKE

POST

IPF

PPF

RCF

PPF

PEP-802415-5098

PEP-802415-1396

PEP-802415-1188

PEP-802415-3093

PEP-801415-949714"

28"4"

30"

36"42"

CONC

SPEEDCAM

VACAIR

D/W

36"

12" 32"

16"18"

36"42"

RETAIL

ONE STORY

CONC. CURBMAILBOX

SHOULDER / PARKING

CONC.

GRASS

SHOULDER / PARKING

MAC. DRIVEWAY

GATE

METER

LA CHIQUITA RESTAURANT

GAS STATIONTRASH CANS

HB

CONC. R. WALL

STONE R. WALL

EDGE OF

GRASS

CONC. S.W.

GRASSGRASS

GRASS

CONC. S.W.CONC. S.W.

EDGE OF CONC.

CONC.

GRASS

BRICK WALL

TIMBER R. WALL

BRICK WALL

G

INVINV

W

SS

SS

SSSS

RETAIL

ONE STORY

SPEEDCAM

W.M.

SIGNBUS STOP

RED TOP GAS STATION

W

W

DRAWN

DESIGN

BY:

CHECK

BY:

BY:

RJG






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PH: (410) 728-2900 FAX: (410) 728-3160



7500 MAPLE AVENUE

\\BALSRV03\v2010\2010\10031_

Tako



Friday,

March 10, 2017 AT 07:56 A

M

CITY OF TAKOMA PARK


2016

WRW

1" = 20' 85 DATE :

SEAL

No.

18530

RIC

HA

R

DJ. ADA

MS

JR.

ST

A

TE

OF MARY

LA

ND

PR

OF

ESSIONAL EN

G

INE

ER

18530

RJG

APRIL

DEC. 15, 20177/6/16




FAP NO. TAP-3(481)E

308 309 310 311 312

PT

ST

A 308

+44.13

PC

ST

A 311

+68.0

9

TH-1TH-3

LOT 29

BLOCK "27"

P.B. A, P. 126

TAKOMA PARK

914 EAST WEST HIGHWAY

LOT 28BLOCK "27"P.B. A, P. 126


TAKOMA PARK

LOT 27

BLOCK "27"

TAKOMA PARK940 EAST WEST HIGHWAY

P.B. A, P. 126


TAKOMA PARK

P.B. A, P. 126

BLOCK "27"

LOT 26

EAST WEST HIGHWAY

TAKOMA PARK

P.B. A, P. 126

BLOCK "27"

LOT 25


TAKOMA PARK

P.B. 8, P. 61

BLOCK "27-A"

LOT 5

LOT 1

BLOCK "2"

P.B. 15, P. 36

HAMPSHIRE VIEW

953 EAST WEST HIGHWAY949 EAST WEST HIGHWAY

L. 6348, F. 217TM-41, GRID A1

PARCEL 9RED TOP GAS STATION

N

RE

D

TO

P R

OA

D

E 1314400

N 476500

E 1314400

N 476800

E 1314600

N 476800

ROADWAY PLAN PS-03

NOTES:

EAST-WEST HIGHWAY (MD 410)TO SILVER SPRING

TO US 1

NA

D 83/ 9

1

NG

VD 29

NOTE 2

NOTE 2

(6' SIDEWALK)

MD 630.02

NOTE 4

(6' SIDEWALK)

MD 630.02

RIGHT OF WAY LINE

RIGHT OF WAY LINE RIGHT OF WAY LINE

(NOTE 3)

(6' SIDEWALK)

MD 630.01

CURVE NO. 2

B CONSTRUCTIONL

41'

41'

27'

27'

28'

35.5'

35'

8.5'

PARKING LANEPARKING LANE

PARKING LANE

& 911 EAST WEST HIGHWAY

6889 NEW HAMPSHIRE AVENUE

L. 9153, F. 17

TM-41, GRID A1

PARCEL 9

NOTE 8

TH-1 476,669.98 1,314,675.00(4+) 1 ‚"

TH-3

BUSINESS (FO)VERIZON

476,643.01 1,314,564.65

170.84 5.89

BUSINESS (FO)VERIZON

N/A* 8.68*176.56*

NORTHING EASTINGSIZEHOLE NO.TEST

TYPEUTILITY

UTILITY TEST HOLE TABLE

ELEVATIONSUBSURFACE

COVER

INDICATE THE FIBER OPTIC DUCTS LIE UNDER THE ROCKS

*NO UTILITY FOUND. LARGE ROCKS ENCOUNTERED AT EL. 176.56. DESIGNATION INSTRUMENTS

+70.9

1

6'

28'

+68.5

3

8'

DT-08DT-08

1.0%

EXISTING WALL

TOE OF

N.T.S.SECTION A-A

A

A

A

A

6'-0"

(6' SIDEWALK)

MD 630.02

(6' SIDEWALK)

MD 630.02

DT-06


TAKOMA PARK

P.B. 8, P. 61

BLOCK "27-A"

LOT 4

25

DT-07

DT-07

DETAIL E

PAVEMENT

MATC

HLIN

E - SEE S

HEET PS-04

MATC

HLIN

E - SEE S

HEET PS-02

PAVEMENT LEGEND

CONCRETE SIDEWALK


PAVEMENT OR SIDEWALK REMOVAL

CONCRETE ENTRANCE

2" GRINDING AND RESURFACING

(PAID FOR AS CLASS I EXCAVATION)

TREE REMOVAL(SEE LANDSCAPE PLAN, LD-03)

MONTGOMERY COUNTY

PRINCE GEORGE'S COUNTYPRINCE GEORGE'S COUNTY

MONTGOMERY COUNTY

NOTE 7

TYPE A CURB

NOSE DOWN

(PAVEMENT DETAIL D, E OR G)

FULL DEPTH PAVEMENT

(PAVEMENT DETAIL F)10" JOINTED PLAIN PCC BUS PAD

(MIN.)

0.5%

TREATMENT REQUIREMENTS

EXCAVATION, BACKFILL AND

SEE TYPICAL SECTIONS FOR

(6" HEIGHT)

CURB AND GUTTER

TYPE A COMBINATION

NOTE 5

PROVIDE 5' MIN. WIDTH SIDEWALK BEHIND EXISTING UTILITY POLE.

GRUBBING. SEE SP 101.

REMOVE EXISTING BIKE RACK. PAID FOR UNDER CLEARING AND

ADDITIONAL CONTROL JOINTS AS NECESSARY TO PREVENT CRACKING.

FOLLOW SHA SPACING FOR SIDEWALK CONTROL JOINTS. ADD

ADA COMPLIANT PER PG9045177.

EXISTING BUS STOP SHALL BE REMOVED BY WMATA.

EXISTING TRENCH DRAIN AT DRIVEWAY SHALL REMAIN.

SEE CURB STAKEOUT DETAILS.

TIE-IN TO EXISTING CONCRETE CURB AND GUTTER / SIDEWALK.

INFORMATION ON TYPE 2 PAVERS.

REFER TO SP 600 AND THE LANDSCAPE PLANS FOR ADDITIONAL

7.

6.

5.

4.

3.

2.

1.

8.


STA. 309+09.33 TO STA. 309+28.92, LT

STA. 307+94.51 TO STA. 308+16.78, RT 141 SF

STA. 308+47.57 TO STA. 308+66.49, RT 124 SF

STA. 309+02.16 TO STA. 310+15.38, RT 790 SF

STA. 310+06.02 TO STA. 310+16.46, RT 91 SF

25 LF

STA. 307+96.73 TO STA. 308+72.12, LT 75 LF

STA. 309+62.01 TO STA. 309+62.04, LT 12 LF

STA. 309+81.91 TO STA. 310+10.16, RT 49 LF

STA. 309+01.49 TO STA. 309+17.13, RT

STA. 308+72.50 TO STA. 308+81.94, LT 13 LF

STA. 309+73.39 TO STA. 309+74.39, LT 11 LF

38 SFSTA. 309+92.09 TO STA. 310+01.48, RT (MEDIAN)

34 LF

6 LF



STA. 312+71.31 TO STA. 312+79.97, LT

STA. 310+46.77 TO STA. 312+82.41, RT

STA. 307+96.75 TO STA. 308+81.96, LT

STA. 309+08.93 TO STA. 309+28.90, LT

STA. 309+57.89 TO STA. 309+72.67, LT

STA. 309+93.39 TO STA. 310+44.09, LT

STA. 310+70.09 TO STA. 311+21.29, LT

STA. 311+39.74 TO STA. 312+54.71, LT

STA. 312+71.52 TO STA. 312+79.67, LT

181 SF

148 SF

491 SF

310 SF

732 SF

51 SF

1490 SF

642 SF

STA. 311+84.51 TO STA. 312+17.59, RT 32 LF

9 LF

6 LF



STA. 308+16.78 TO STA. 308+47.57, RT 45 SY

STA. 308+66.50 TO STA. 309+04.50, RT 49 SY

STA. 310+05.61 TO STA. 310+16.56, RT 44 SY

STA. 308+81.96 TO STA. 309+62.01, LT 105 SY

STA. 309+71.39 TO STA. 309+93.39, LT 23 SY

STA. 310+44.09 TO STA. 310+70.09, LT 26 SY

STA. 311+21.29 TO STA. 311+39.74, LT 13 SY

STA. 312+54.91 TO STA. 312+71.52, LT 17 SY

STA. 307+96 TO STA. 312+81, RT 1,511 SY

STA. 308+16 TO STA. 308+47, RT

STA. 307+96 TO STA. 312+81, LT 1,435 SY

13 SY

STA. 307+94.97 TO STA. 308+18.70, LT 28 SY


9 INCH PLAIN PORTLAND CEMENT CONCRETE, MIX 9

STA. 307+94.70 TO STA. 310+17.23, RT 287 LF

STA. 310+42.76 TO STA. 312+82.38, RT 305 LF

STA. 307+96.64 TO STA. 312+79.68, LT 490 LF

STA. 307+95.37 TO STA. 312+81.08, RT 486 LF

STA. 307+95.52 TO STA. 311+99.38, RT 404 LF

(MEDIAN)

(MEDIAN)

STA. 311+99.38 TO STA. 312+80.88, LT 82 LF(MEDIAN)

ANY HEIGHT OR DEPTH


STA. 307+94.69 TO STA. 308+18.70, RT 188 SF

11 SF

16 SF


STA. 310+89, RT

16 SF

STA. 309+96, RT (MEDIAN)

STA. 309+97, RT (MEDIAN)

12 SF

14 SF

STA. 310+09, RT

STA. 310+50, RT

STA. 310+03, LT 10 SF

147 SFSTA. 307+96.66 TO STA. 308+72.12, LT


1

REVISIONS


1

1

11

1

1

1

1

956 EAST

WEST HIGHWAY

TAKOMA PARKP.B. 8, P. 6

1BLOCK "27-A"

LOT 3

(50' R.O.W.)

P.B. 17, P. 43


PARKLAWN

LOT 1

BLOCK "A"

PARKLAWN


P.B. 17, P. 43BLOCK "A"

PARKLAWN961 EAST WEST HIGHWAY

P.B. 17, P. 43

LOT 2

PARKLAWN

P.B. 17, P. 43

LOT 4

PARKLAWN


BLOCK "A"

P.B. 17, P. 43

LOT 3

BLOCK "A"

LOT 1

BLOCK "B"


LOT 2BLOCK "27-C"

TAKOMA PARK

P.B. 8, P. 61BLOCK "27-C"

TAKOMA PARK


P.B. 8, P. 61

LOT 2


P.B. 19, P. 67

LOT 5

PARKLAWN

BLOCK "V"

TAKOMA PARK1002 EAST WEST HIGHWAYP.B. 19, P. 67


BLOCK "V"

OUTLOT "B"

PARKLAWN

OUTLOT "A"BLOCK "27-C"P.B. 8, P. 61


P.B. 19, P. 67


PARKLAWN

P.B. 19, P. 67

BLOCK "V"

LOT 4

BLOCK "V"

LOT 3

LOT 1

BLOCK "2"P.B. 15, P. 36

HAMPSHIRE VIEW953 EAST WEST HIGHWAY

SWM-03

I-3

C-2

157.33

SPIKE

174.03

2

POST

PPF

PEP-802415-6698

PEP-802415-6698

PEP-802415-3899

PEP-802415-3994PEP-802415-5194

18" 16"

12"

14"

18"

8"

36"

22"

3"

20"

18"

14" DEAD TREE

18"

22"

34"

WARN-FIO.CABLE

30"

CONC. CURB

YELLOW LINE

YELLOW LINE

CONC. S/W

CONC. CURB

WOODS

SHOULDER / PARKING

SHOULDER / PARKING

CONC. C & G

HB

MAC.

DRIVEWAY

DEPRESSED CURB

DEPRESSED CURB

GRASS

GRASS

CONC. S.W.

CONC. S.W.

CONC. S.W.

SS

G

SIGNBUS STOP

GPS22

GPS23

DRIVEWAYCONC C

ON

C

CO

NC

SS

DRAWN

DESIGN

BY:

CHECK

BY:

BY:

RJG






www.rkk.com


PH: (410) 728-2900 FAX: (410) 728-3160



7500 MAPLE AVENUE

\\BALSRV03\v2010\2010\10031_

Tako



Friday,

March 10, 2017 AT 08:00 A

M

CITY OF TAKOMA PARK


PAVEMENT LEGEND

CONCRETE SIDEWALK


PAVEMENT OR SIDEWALK REMOVAL

CONCRETE ENTRANCE

2" GRINDING AND RESURFACING

2016(PAID FOR AS CLASS I EXCAVATION)

WRW

1" = 20' 85 DATE :

SEAL

No.

18530

RIC

HA

R

DJ. ADA

MS

JR.

ST

A

TE

OF MARY

LA

ND

PR

OF

ESSIONAL EN

G

INE

ER

18530

(PAVEMENT DETAIL D, E OR G)

FULL DEPTH PAVEMENT

(PAVEMENT DETAIL F)10" JOINTED PLAIN PCC BUS PAD

RJG

APRIL

DEC. 15, 20177/6/16




FAP NO. TAP-3(481)E

313

314 315

316

PT

ST

A 316

+16.6

9

PO

T

ST

A 316

+74.9

0

TH-2

956 EAST

WEST HIGHWAY

TAKOMA PARKP.B. 8, P. 6

1BLOCK "27-A"

LOT 3

(50' R.O.W.)

P.B. 17, P. 43


PARKLAWN

LOT 1

BLOCK "A"

PARKLAWN


P.B. 17, P. 43BLOCK "A"


P.B. 17, P. 43

LOT 2

PARKLAWN

P.B. 17, P. 43

LOT 4

PARKLAWN


BLOCK "A"

P.B. 17, P. 43

LOT 3

BLOCK "A"

LOT 1

BLOCK "B"


LOT 2BLOCK "27-C"

TAKOMA PARK

P.B. 8, P. 61BLOCK "27-C"

TAKOMA PARK


P.B. 8, P. 61

LOT 2


P.B. 19, P. 67

LOT 5

PARKLAWN

BLOCK "V"

TAKOMA PARK1002 EAST WEST HIGHWAYP.B. 19, P. 67


BLOCK "V"

OUTLOT "B"

PARKLAWN

OUTLOT "A"BLOCK "27-C"P.B. 8, P. 61


P.B. 19, P. 67


PARKLAWN

P.B. 19, P. 67

BLOCK "V"

LOT 4

BLOCK "V"

LOT 3

LOT 1

BLOCK "2"P.B. 15, P. 36

HAMPSHIRE VIEW953 EAST WEST HIGHWAY

N

E 1

31

52

00

N 476900

E 1

31

52

00

N 476600

E 1

31

48

00

N 476900

KE

NTLA

ND

AV

EN

UE

TO US 1

10th

AV

EN

UE

EAST-WEST HIGHWAY

ROADWAY PLAN PS-04

TO SILVE

R SPRING

NA

D 83/ 9

1

NG

VD 29

LIMIT OF WORK

STA. 315+42.25ETHAN ALLEN AVENUE

(MD 410)

RIGHT OF WAY LINE

RIGHT OF WAY LINE

CURVE NO. 2

B CONSTRUCTIONL

DT-09

NOTES:

NOTE 2

NOTE 2

NOTE 2

35.5'

LANEPARKING 8

.5'

28'

38'

+ -42'

+ -

NOTE 3

NORTHING EASTINGSIZEHOLE NO.TEST

TYPEUTILITY

UTILITY TEST HOLE TABLE

ELEVATIONSUBSURFACE

COVER

TH-2 476,689.80 1,314,774.85(WATER)WSSC

6" 165.23 3.44

28'

26

MEDIAN OVER 4'NOSE DOWN

MIX NO. 8 CONCRETE FOR SWM STRUCTURES (GRAVITY WALLS)

STA. 313+38.28 TO STA. 313+73.17, RT 15 CY

NOTE 4

(NOTE 5)

(6' SIDEWALK)

MD 630.02

(4' SIDEWALK)

MD 630.01

NOTE 6

MATC

HLIN

E - SEE S

HEET PS-03

7.

6.

5.

PRINCE G

EORGE'S COUNTY

MONTGOMERY COUNTY

PRINCE GEORGE'S COUNTYMONTGOMERY COUNTY

SHA BMP #150971

ADDITIONAL CONTROL JOINTS AS NECESSARY TO PREVENT CRACKING.

FOLLOW SHA SPACING FOR SIDEWALK CONTROL JOINTS. ADD

SIDEWALK AND TYPE A CURB (SEE SP 600-REMOVE AND RELOCATE FENCE).

REMOVE AND RESET EXISTING FENCE BEHIND PROPOSED

SEE SW-02 FOR STORMWATER MANAGEMENT DETAILS.

TYPE A CURB

NOSE DOWN

STA. 313+91, RT. SEE WATER MAIN RELOCATION PLANS.

RELOCATE EX. 6" WATER MAIN APPROXIMATELY STA. 313+28 TO

PROVIDE 5' MIN. WIDTH SIDEWALK BEHIND EXISTING UTILITY POLE.

SEE CURB STAKEOUT DETAILS.

TIE-IN TO EXISTING CONCRETE CURB AND GUTTER / SIDEWALK.

ADDITIONAL INFORMATION ON TYPE 2 PAVERS.

REFER TO SP 600 AND THE LANDSCAPE PLANS FOR

4.

3.

2.

1.

10 LF

REMOVE AND RESET EXISTING FENCE

STA. 314+40.91 TO 314+48.91, LT



STA. 312+82.38 TO STA. 313+73.86, RT 101 LF

STA. 312+79.69 TO STA. 313+46.45, LT 111 LF

STA. 313+70.62 TO STA. 315+42.25, LT 209 LF

STA. 313+18.95 TO STA. 313+41.71, LT 29 LF

STA. 312+82.41 TO STA. 313+71.85, RT 559 SF

STA. 312+79.66 TO STA. 313+39.54, LT 391 SF

STA. 314+31.93 TO STA. 314+87.02, LT 399 SF

STA. 315+02.22 TO STA. 315+42.27, LT 251 SF

STA. 314+07.82 TO STA. 314+31.93, LT 35 SY

STA. 314+87.02 TO STA. 315+02.23, LT 14 SY

STA. 312+81 TO STA. 315+42, RT 978 SY

STA. 312+81 TO STA. 315+42, LT 1,169 SY

14 SF

12 SF

93 LF

STA. 312+79.97 TO STA. 312+92.23, LT 18 LF


99 LFSTA. 312+80.88 TO STA. 313+74.72, LT (MEDIAN)

STA. 312+81.09 TO STA. 313+73.61, RT (MEDIAN) STA. 314+26.89 TO STA. 314+31.14, LT 16 SF

STA. 313+81.21 TO STA. 314+07.82, LT 170 SF

STA. 313+39, LT

STA. 313+82, LT

STA. 313+79.19 TO STA. 314+12.49, LT 42 LF

STA. 314+32.04 TO STA. 314+73.82, LT 46 LF

STA. 314+77.49 TO STA. 314+86.95, LT 10 LF

20 SFSTA. 313+69.89 TO STA. 313+74.05, LT (MEDIAN)


ANY HEIGHT OR DEPTH



1

REVISIONS


1

1

1

1

1

1

1

1

city of takoma park · 2017-03-16 · 8. pcc bus pad construction notes: those of the curb &...

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