montgomew depa*ent of hblio 101mome sheet cowty, ma~land ... · book of design standns montgomery...

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Montgomew Depa*ent of hblio 101Mome SheetCowty, Ma~land Work and Tr~otitia RocMe, ~ 20850

BOOK OF DESIGN STANDNSMONTGOMERY COUNTY, MARYLAND

DEPARTMENT OF P~LIC WORKS AND TRANSPORTATION

FEBRUARY 2001

Department of Public Works and TransportationMontgomeW Coun~, M~land

Approved: -F&423/0/Edgar Date

De

,.:.,,.: .;.

,.; .

CREDITS

APPROVti

DEPARTMENT OF P~LIC WORKS AND Albert J. Genetti, Jr., DirectorTRANSPORTATIONDNISION OF ENGME~G SERVICES Edgar A. Gonzalez, Chief

DEVELOPMENT &TD REWEW

ENG~E~G SERVICES SPECUISTDESIGN SECTIONCONSTRUCTION SECTION

PRODUCTION

WaWe ChristiansonGrego~ Leek

alMichael J. Pence

Holger O. SerranoRobert W. StoutR. Keith Compton

Doris E. PratherNeal M. TmllsonJackie Aghamalian

OTHER SUPPORT

h addition to the above credits, there have been many others who have contributed to thedevelopment of these standards. The Department of Public Works and Transportationgratefully acknowledges the contribution of its staff, both past and present, MontgomeryCounty Department of Permitting Services, as well as the Montgomery County RoadCode Committee and the Maryland-N-ational Capital Park and Planning Commissionstaff.

P~FACE

This publication reflects amendments tot he Montgomery County, DPWT, Desi~Standards that have occurred since their last date of publication (Febru~ 1996). These changesinclude:

. Updates to the Table of Contents and the List of Credits,

. development of six new standards for open section roadways with sidewaks,street trees and off-road bikepaths,

. amendments to two existing landscaping standards, and

. modifications to the median details for the existing standards for divided arterialand major classification roadways.

MONTGOMERY COUNTY DESIGN STANDARDST~LE OF CONTENTS

BY WLATION BET~EN OLD AND CURRENT STANDARD NUMBER

Old Standard No. Current Standard No. Remarks

1O-A MC-1OO.O1

10-c MC-101.O1

10-D MC-102.O1

1O-E MC-103.O1

10-F MC-104.O1

11 MC-800.01

13-A MC-11O.O1

13-B MC-111.01

13-D

o

MC-1 12.01

13-E MC-113.01

13-F MC-114.01

14 MC-700.01

15 MC-701.01

16 MC-702.01

17 MC-703.01

23-A23-C23-D23-D(SUPP.)23-E23-F23-G23-H23-I

MC-302.01MC-301.01MC-301.03MC-301.03MC-500.01MC-301 .04MC-300.02MC-300.01MC-301 .02

24-A MC-222.01

24-B MC-222.02

1

MONTGOMERY COUNTY DESIGN STANDARDSTABLE OF CONTENTS

BY RELATION BETWEN OLD AND CURRENT STANDARD NUMBER


24-C MC-223.01

24-D MC-223.02

25 MC-220.01

25-B MC-221.01

25-C MC-221.02

27-A MC-201.01

27-B MC-200.01

44 MC-21O.O1& MC-210.02

44-A MC-21O.O3

44-B MC-210.04

46 MC-213.01

47 MC-21 1.02

● 47-A MC-212.03

47-B MC-213.02

47-c MC-81O.O1

47-D MC-525.01

48 MC-212.01

49 MC-211.01

50-A MC-224.01

50-B MC-224.02

51 MC-214.01

52 MC-218.01

53 MC-216.02

54 MC-811.01

2

MONTGOMERY COUNTY DESIGN STANDARDS

●TABLE OF CONTENTS

BY WLATION BETWEN OLD AND CURRENT STANDARD NUMBER


55 MC-501.0155-A MC-520.0155-B MC-520.02

56 MC-502.0156-A MC-507.0156-B MC-502.02

57 MC-51O.O1 & MC-j 15.01

58-A MC-505.0158-B MC-503.0158-C MC-504.01

59 MC-521.01 & MC-521 .02

60 MC-801.01

e60-A60-B

MC-801.02MC-801.03

61 MC-506.01

NO~ MC-2 10.05

NO~ MC-21 1.03

NO~ MC-212.02NO~ MC-212.04NO~ MC-212.05

NO~ MC-213.03NOM MC-213.04

NOW MC-214.02NO~ MC-214.03

NOW MC-215.01NO~ MC-21 5.02

New

New

NewNewNew

NewNew

NewNew

NewNew

3

*

MONTGOMERY COUNTY DESIGN STANDARDSTABLE OF CONTENTS

BY RELATION BET~EN OLD AND CURRENT STANDARD NUMBER


NO~ MC-216.01 New

NOM MC-217.01 New

NO~ MC-217.02 New

NO~ MC-217.03 New

NO~ MC-217.04 New

NO~ MC-218.02 New

NO~ MC-219.01 New

NOW MC-219.02 New

NO~ MC-219.03 New

NO~ MC-219.04 New

NO~ MC-225.01 New

NO~ MC-225.02 New

o NO~

NOW

MC-225.03 New

MC-303.01 New

NO~ MC-703.02 New

4

Mail to: Desiq SectionDivision of En@eering Services

Montgome~ County Department of Public Works md TransportationExecutive Office Building

101 Monroe Street, Ninth FloorRockville, Maryland 20850-2540

Telephone 240-777-7221- Fax 240-777-7277

----------------------------------- -------- --------------------------- ----------------------------------------- -------

COMMENTS ON ST~~ NO.

Comments

MONTGOMERY COUNTY DESIGN STANDARDS

TABLE OF CONTENTS

Revised FebruaW 2001

CURRENT OLD

SThYDARD NAME STANDARD

NUMBER NUMBER

SHOULDERS

MC-1OO.O1MC-101.O1MC-102.01MC-103.O1MC-104.O1

MC-1 10.01MC-111.01MC-112.01MC-113.01MC-1 13.02MC-114.01

CURBS

Combination Concrete Curb md Gutter - TWe ACombination Concrete Curb and Gutter - Type CDepressed Curb EntranceBituminous Concrete CurbMountable Concrete Curb and Gutter-Type F

10-A10-c10-DIO-E1O-F

SIDEWALW

Residential Sidewak - Closed Section 13-ABusiness District Sidewak 13-B

Residential Sidewak Ramp 13-D

Business District Sidewak - Single Ramp 13-E

Business District Sidewalk - Dual Ramp New

Median @ening 13-F

iHIGHWAYS, ROADS AND STREETS

L

ALLEY

MC-200.01 Residential Alley 27-B

MC-201 .01 Commercial Mley 27-A

TERTIARY

MC-21O.O1 Tertiq Residential Street -44’ Ri@t-of-Way 44

*

MC-21 0.02 Tertiary Residential Street -50 R@t-of-Way 44

MC-2 10.03 Modified Tertiary Residential Street 44-A

MC-21O.O4 Modified Tertiary Residential Skeet witi Parking Bays 44-B

MC-21O.O5 Tertiary Residential Street with Sidewaks and Street Trees New

1

● CU-NT OLDSTANDARD NAME STANDARD

NUMBER NUMBER

HIGHWAYS, ROADS AND STREETS (CONTINUED)

MC-211.01MC-211.02MC-21 1.03

MC-212.01MC-212.02MC-212.03MC-212.04

MC-212.05

MC-213.01MC-213.02MC-2 13.03MC-2 13.04

MC-214.01MC-214.02MC-2 14.03

MC-215.01MC-215.02

● MC-216.01MC-216.02

SECONDARY

Second~ Residential RoadSecond~ Residential Road - Open SectionSecondary Residential Road - Open Section withSidewalks and Street Trees

PNMARY

Prim~ Residential RoadAlternative Primary Residentid RoadPrimary Residential Road - Open SectionPrimary Residential Road - Open Section withSidewak, Bike Path and Street TreesMaster Plan Primary Road - Open Section withSidewak, Bike Path and Street Trees

ARTEWAL

Arterial RoadArterial Road - Open SectionMerial Road -5 Lanes including Center Left Turn LaneArterial Road - Open Section with SidewaW, Bike Path andStreet Trees

COMMERCIAL

Cornmercia~usiness District RoadComrnercia~dustial Road -60’ Mght-of-WayComrnerciatidustrial Road -70 Ri~t-of-Way

SECONDARY DUW

Second~ Residential Dual Road -76’ Ri~t-of-WaySecondary Residential Dual Road -100’ W@t-of-Way

PWMARY DUAL

Primary Residential Dual Road -84 Right-of-WayPrim~ Residential Dual Road -100 Ri@t-of-Way

4947New

48New47-ANew

New

4647-BNewNew

51NewNew

NewNew

New53

2

● CU_NT OLDSTANDARD NAME STANDARD

NUMBER NL’~ER

HIGHWAYS, ROADS AND STREETS (CONTINUED)

ARTEWM DUAL

MC-217.01 Arterial Dual Road -100’ Ri~t-of-Way NewMC-2 17.02 Arterial Dual Road - 11@Ri@t-of-Way NewMC-2 17.03 Arterial Dual Road -120’ Ri~t-of-Way NewMC-2 17.04 Arterial Dual Road - Open Section with Sidewalk, Bike Path and New

Street Trees

MAJOR DUAL

MC-218.01 Major Dual Hi@way -120 Right-of-Way 52

MC-21 8.02 Major Dual Hi@way -150’ Ri@t-of-Way New

COMMERCIAL DUAL

● MC-219.01 Commerciahdustrial Dual Road -80 Ri~t-of-Way NewMC-219.02 Commercia~dustial Dual Road -100 Ri@t-of-Way NewMC-2 19.03 Comerciahdustial Dual Road -112 Ri@t-of-Way NewMC-219.04 Commercia~dustrial Dual Road -120 Ri@t-of-Way New

TRAF~C CONTROL

MC-220.01 Residential Road ktersection - Open Section with 25Curb and Gutter Placement

MC-22 1.01 Traffic Control htersection - Residential Roads 25-B

MC-221 .02 Traffic Control Circle - Residential Roads 25-C

CUL-DE-SAC

MC-222.01’ Cul-de-sac - Curb and GutterRoad 24-AMC-222.02 Cul-de-sac - Open Section Road 24-B

MC-223.01 Temporary Turnarowd - Curb and GutterRoadway 24-C

MC-223.02 Tempor~ Turnaround- Open Section Roadway 24-D

3

CURRENT OLD

@STANDARD NAME STANDARD

NUMBER NUMBER

HIGHWAYS, ROADS AND ST=ETS (CONTINUED)

MONUMENTAL

MC-224.01 Monumental Entrance jO-AMC-224.02 Monumental Entrance with Acce~ecel Lanes 50-B

TRANSIT

MC-22j.01 Edge Transit Way -1 jO’Mght-of-Way NewMC-22j.02 Median Transit Way -1 jO’Wght-of-Way NewMC-225.03 Exclusive Transit Way -70’ Wght-of-Way New

DMVEWAYS

MC-300.01 Teti,ary Driveway 23-H

MC-300.02 Tertiary Driveway Wth Mountable Curb 2%G

MC-301.01 Residential Driveway 23-C

e

MC-301.02 Residential Driveway With Mountable Curb 23-I

MC-301.03 Residential Driveway - Open Setion Road 23-D

MC-301.04 Residential Driveway - Umited Width 23-F

MC-301 .05 Residential Driveway 23-B

MC-301 .06 Residential Driveway - Bri& Paver 23-BP

MC-302.01 Commercial Driveway 23-A

MC-303.01 Methods Of Transitioning Driveways (New)

MC-500.01MC-501.01MC-502.01MC-502.02MC-503.01MC-504.01MC-505.01MC-506.01MC-506.02MC-507.01MC-510.01

aMC-515.01MC-520.01MC-520.02MC-521.01MC-521.02MC-525.01

Driveway Endwall - Open Setiion RoadA-inletB-inletReverse B-InletD-inletE-InletE4 InletJ-inletJ-Inlet As A TerminusPreast inlet GuidelinesA~anholeB-ManholeManhole And Inlet StepsManhole And Inlet Steps In ChannelsCutoff Wall With Concrete OutfallCutoff Wall Wth Riprap OutfallSubgrade Drains - Open Sedton Roadways

23-E55565GB5&B5SC58-A61(New)5&A575755A55-B595947-D

● CWNT OLDST~D~ NM ST~DARD

NUMBER NUMBER

L~DSCAPING

MC-700.01 Tree Locations - Closed Section Roads 14MC-701 .01 Tree Locations - Open Section Roads 15MC-702.01 Tree Planting Detail 16MC-703.01 Approved Tree Variety List 17MC-703.02 Approved Tree Species List New

MISCELL~EOUS

MC-800.01 Barricade Post 11MC-801 .01 Utility Patch in Rigid Pavement 60MC-801 .02 Utility Patch in Flexible Pavement 60-AMC-801 .03 Utility Patch for Appurtenance Adjustment 60-BMC-81O.O1 Swale Section 47-clMc-811.ol Methods of Grading Side Slopes 54

5

1 7,, ~,8,

I

I ‘7 l,,W.

\

8 “ 1s’,

,

‘N\

I24,,

GENERAL NOTES

1. REFER TO MONTGOMERY COUW DEPARTMENT OF TRANSPORTAnON SPEClflCAnONS FOR MTERM,

METHOOS OF CON~UCnON ANO ~PANSION JOl~ LOWnONS.

2, ~lS ST~OARO SW BE US~ ON PRIW RESIOEW RRw ANO BUSINESS Ol~lCT RO~S

K WELL AS CURB R~RNS ANO INLET THROATS.

3. WHEN~ STANMO MC-101 .01 CURB IS USED IN CONJUN~ON ~ THIS =NMD, A TEN FOOT

WSMON SW BE PROMDEO FROM STNDARD MC-1 ~.01 TO =ANO~O MC- 101.01 FOR CURB

~RNS ANO CURB SE~ONS WiCH INCLUDE lN~.

4. WE sTMMo OISTNCE B-N JOINTS sw BE TEN ~ (WIMUM AND MINIMUM DISTANCES sw

BE ~lRTEEN = WO ~ FE~ RESPE~Y).

5. =PANSION JOINT WTERM SW BE 1/2 INCH PREFORMED CORK, TRIMMED ANO SWD W~NON–~NNING TWO-COMPDNEN POLYSU~DE OR PDLWR~E ELASTOMERIC WE S~ mPLMNG

m Fs n-s-oo227.

APPROVED JA# 5/96 REVISEDDATE

MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

COMBINATION CONCRETECURB AND GUHER

WPE A

STANDARD NO. MC-1 00.010

*

GENERAL NOTES

:. REFER TO MONTGOMERY COU~ OEP~ENT OF NSPORTAnON SPEClflCAnONS FOR WTER~,

METHOOS OF CON~U~ON NO ~PNSION JOl~ LOMnONS.

2. THIS STANMO SW BE US~ ON PRIW, SECONOARY ND ~ RESIOE~ RDAOS ~CEPTAT CURB R~RNS NO lN~ THROATS.

3. WEN~ STWDARD MC-1 OO.O1 CURB IS USED IN CONJUN~ON W~ ~lS ST~DMD, A ~ F~T

NSMON SW BE P~OED FROM STmDARO MC–101.O1 TO ST~DARD MC-1 OO.O1 FOR CURB

R~RNS ANO CURB SE~ONS WICH INCLUOE lN~.

4. THE STANDARO DISTANCE B~EEN JOINTS SW BE 7EN ~ (WIMUM mD MINIMUM

DISTWCES SW BE THIRTEEN = ~0 ~ FE= RESPE~LY).

5. ~PANSION JOINT MATERM Sw BE 1/2 INCH PREFoRMEo CORK, TRIMMEO MO s- w

NON–STNNING WO–CMPONE~ POLYSUfflDE OR POLWR~E WOM~C ~E S~

COMPLWNG ~ FS ~–S–D0227.

APPROVED JAN 5i96 REVISED MONTGOMERY COUNTYDATE DEPARTMENT OF TRANSPORTATION

COMBINATION CONCRETEDEPT. OF TRANS. CURB ~:; :UTTER

CHI STANDARD NO. MC-101.O1

GENERAL NOTES

! RE=R TO MOMGOMERY COU~ DEP~ENT OF ~SPORTAnON SPEClflCAnONS FOR WTERW,

M~ODS OF CON~U~ON AND =PANSION JOINT LOCAnONS.

I2. WE OISTWCES FROM WE FLOWUNE TO WE FRO~ AND MK EoGE OF CURB Sw BE ADJUSTEO

TO MATCH ~l~NG CONDmONS.

4. ~PNSION JOINT MTERM Sw BE 1/2 INCH PREFORMED CORK, ~lMMEO AND S- W~zu NON-SNNING TWO-COMPON~ POL~U~OE OR POLWRWE EMOMERIC WE S~

COMPLWNG W~ FS ~-S-00227.%

g~.

8 APPROVED JAN 5/96 REVISED MONTGOMERY COUNTYz OATSJ DEPARTMENT OF TRANSPORTATION

=

a DEPRESSED CURB ENTRANCE2&5s~. STANDARD NO. MC–1 02.01

J ,..

I

I47 “

/

i \

9“ !

GENERAL NOTES

1. RE~ TO ~D STATS HIGHWAY ADMINISTRAnON SPEClfl~nONS FOR MER~

~D M=HODS OF CON~U~ON.

2. CURB TO BE ~D STATE HIGHWAY @MINISTRAnON WE SN OR BF BnUMINOUS CONCR~

3. ~lS STAND~O IS INTENDED TO BE USEO IN ~PO- S~ATONS ONLY.

4. MCK OF CURB TO BE LOM~ 6 INCHES MINIMUM INSIOE EOGE OF PAWNG.

5. NPLY TXK COAT WHEN PLACEO ON ~l~NG PAWMEN.

APPROVED JAN 5/96 REVISED MONTGOMERYDATE

COUNTYDEPARTMENT OF TRANSPORTATION

Y&w% _~lRE@ R, D~PT. OF TRANS. BITUMINOUS CONCRETE CURB

STANDARD NO. MC-1 03.01u

1.

2.

3.

4.

5,

6

GENERAL NOTES

REFER TO MO~GOMERY COU~ OEP~EN OF NSPO~AnON SPEClmCATONS FOR MTERW,

M~ODS OF CON~U~ON, ANO UPNSION JOIN LOCAnONS.

MOUWABLE CURB Sw ONLY BE USED ON TEH STR~ OR ON SECONDARY RESIDE-CUL-OE-X 500 = OR LESS IN LEN~, MXUREO FROM WE LAST l~SE~NG ~=.

WEN~R s7NMD MC- 100.01 IS USED IN CONJUN~ON ~ THIS 9ANM0, A TEN FOOT

-SMON sw BE PROWOEO FROM s7WMD MC-1 04.01 TO 9mW0 MC-1 W.01 FOR CURB

R~RNS ND CURB SECnONS WHICH INCLUDE lN~.

TRANSMON B=N =NO*D MC- 104.01 NO MC-1 00.01 OR MC-101 .01 SW BE

ACCOMP~HED HOLDING WE FLOW UNE SLOPE CON~W.

mE SANmD DISTWCE Bmm JOI~ sw BE m m (WIMUM AND MINIMUM OI=ANCES

SW BE ~lRTEEN = ANO W = RESPE_Y).

=PWSION JOIN ~~ SW BE 1/2 INCH PREFORMEO CORK, mlMMEO ~0 S- ~

NON-STNNING WO–COM~NE~ POLYSUfflOE OR POL~RHE WOMSRIC WE S~COMPLMNG ~ FS ~–S-0D227.

APPROVED JAN ~A:/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

MOUNTABK CONCRETEDEPT. OF TRANS. CURB &N$E :U~ER

STANDARD NO. MC-1 04.01lj

hZ, _~r,

I

_/ I ~, _~,, VARMLE- *

SIDEWALK TYPICALLY 6, – O,, MIN.SEE NOTE No. 6

1

1– 4 ‘, ~lCK CONC. !

i n—. . . . . . . . . . . . .,

MC-1 OO.O1, MC-101.D1

OR MC–1 W.01

SEE NOTE No. 5

GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY AOMINISTRAnON SPECln~70NS FOR WTERW ND

M~OOS OF CONSTRU~ON.

2. REFER TO WE APPUWLE MONTGOMERY COU~ OEP~ENT OF TRANSPORTAnON OESIGN

3,

L

5

6

STANDAROS FOR O~MLS AT OR~A~.

=PNSION JOl~ SW HAK A WIMUM SPACING OF 100 FE~ ND BE L~~ AT POl~

OF CUWATURE. ~PNSION JOl~ MATERM SW BE 1/2 INCH PREFORM~ CORK. TRIMMEO

~0 SW W~ NON-STANING, WO-COMPONENT POLYSU~DE OR POLWR~E

ELASTNERIC WE S- COMPLMNG ~ FS TF-S-00227.

SCORE WE CONCR~ TO A Dm OF 1/3 THE SM ~lCKNESS TO PR~OE wWENEO PNEH-E JOi~ AT Y-O” l~ALS.

REFER TO WE WPUMLE ROAO SFMOARO MD CURB MO GUTTSR STANOMDS FOR OmER O~ONS.

SIDEWW wD~ Sw BE Y–W FOR SECONOH NO ~ ROAOWA=.

APPROVED JANM;I 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

L RESIDENTIAL SIDEWALKbRECTO

CLOSED SECTION

STANDARD NO. MC-1 10.01H v

I

1.

2.

3

4.

5.

V~lES TO PRoPERTY UNE I5,– o,, , 5, _ ~j!

I I

1

w– - I

I

L V-’”o’. . —,-. -.. .~.. -,.. . . . . 1.“. -.. . . . . . . ‘. .’..,.,. . ..”.-... ...-.’... . ----

- -“*.,.. ..........

\! “.,: .

., ,’.:”...’,:. “::. -;. -..

=PAN90N JOl~. . . . . . . . . -“. :. ”.-”

SEE N~ 4“

GENERAL NOTES

REFER m ~0 STATE HIGHWAY ADM!Nl~TON SPECIHCAnONS FOR MATERM WDM~OOS OF CONSTRU~ON.

REFER TO MO~GOMERY COU~ DEP~E~ OF TRANS~RTAnON DESIGN STNO~O No. MC–302.01

FOR O~MLS AT A OR~AY.

~P~SION JOINT WTERU SW BE PWED AROUND POLES, ~~, HC. AND ~ONG THE

PROP~ UNE WHEN THE SIDEWM ~~ W RIGIO PAVEMENT, SIDEWALK OR STRUCTURE

=PNSION JOINT MTERM SW WVE A WIMUM LONG~OIU SPACING OF 1~ ~. WE

MATERW SW BE 1/2 INCH PREFORMED CORK, mlMMED NO S- ~ NON-=ANING,

WO–CDMPON~ POL~U~DE OR POLWR~E ELASTOM~C ~E S~ CWPLWNG

Wm Fs n-s-Do227.

SCORE ~E CONCR~ TO A 0~ OF 1/3 THE SM THICKNESS TO PROWDE WENED PME

~~E JOl~ AT 5’- 0,, l~ti P~L ~ NO PERPENOICUM TO ~E CURBING.

APPROVEO JANm:/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

BUSINESS DISTRICT\DIRECT

SIDEWALK


COARSE BROOM TO PRwDE NON–SKIO SURFACE

m A ,K

RE-EDCE BOROERS ON ~REE BLOCKS -R

MRE BRWMING, LEAMNG A 2“ MINIMUM BORDER

RESIOW [‘<

SIDEWALK

h

MC-1 10.01

~1

Y \\NOTE *DuE TO CUNATUR& ACTUALDIMENSIONS ME GREA~ M~UREDuONG THE FLOW UNE

NON-SKIO SURFACE

PMN

6, –O,v MINIMUM

------ . . . .\

~lCK CONC.\

~P~lON JOIN —

SEE NOTE 3. SECTION “A-A”

GENERAL NOTES ;l/&Tc<,:<L5

1. REFER TO ~D STA~ HIGHWAY ~MINl~nON SPEClmWnONS FOR WTERWfWD M~OOS

OF CONSTRU~ON.

2. SIDEWU WPS SHOULO BE LOCATED AS lNOIM~. HOW~, ~l~NG SURFACE ~~ES ANO ~l=NG

OR P~POSED GEOM~lCS WY AFFECT PW~~.

3. W~SION JOIW MTERM W BE 1/2 INCH PREFORMED CORK, TRIMMEO ND S- W~

NON–=NNING, TwO COMWN~ POLYSU~OE OR POLWRETHANE EMOMERIC TYPE S~, COMPLMNG

m Fs n-s–mz7.

APPROVED JANM: 1 ‘6 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

RESIDENTIAL SIDEWALK RAMP

STANDARD NO. MC–1 12.01

RADlus A B

%3V s 21 ‘

x 4W a 23’

E 50’ 11” 26’:

EP.T.

cum<1

~,, 78 _ j,,,

1/7 DEPRESSEDVmIES TO PROPERTY uNE

CURB DROP ROORNG YP*ER

~lMuM SLOPE 121

c.’+e

+‘“’ ‘“:” “ “

GENERAL NOTES ~~~ ~.JL=A(A ‘

:. THIS ST~OARD TO BE uSED W~ CURB WIUS OF 3V OR GREATER.

2. REFER TO ~0 sTA~ HIGWAY ~MINl~mON SPEClnC4nONS FOR WTERM$~D M~ODS

OF CONSTRUCnON.

3. SIOEWU WPS SHOULD BE LOCATEO AS lNDl~TEO, HO-, =inNG SURFACE ~~ESMY HCT PWCUE~.

4. ~PWSION JOIW MATERW SW BE 1/2 INCH PREFORMED CORK, TRIMMED ANO S- W~NON-STNNING, WO COMPON~ POLYSUfflDE OR POLWRHE ELASTOMERIC ~E S~, COMPLWNG

W~ FS ~–s-00227.

APPROVED JAN 5196REVISED

OATSMONTGOMERY COUNTY

DEPARTMENT OF TRANSPORTATION

p-k BUSINESS DISTRICT SIDEWALKlRECtiR, DEPT. OF TANS. SINGLE RAMP


,

,

●c<

~E

GENERAL NOTES .,< --~,<?=< ---

:. THIS ST~D~D TO BE USED W~ CURB ~lUS LSSS N 30’.

2. REFER TO ~0 STATS HIGHWAY ~MINISTRAnON SPEClflCAnONS FOR wmM5MD M~OOS

OF CONSTRU~ON.

3. SIOEWM WPS sHOULD BE LO~TED AS lNOICA~, HOMR, Dl~NG SURFACE ~LMES

MY AFFECT PLACEMENT.

4. =PNSION JOl~ ~~~ Sw BE 1/2 INCH PREFORMED CORK, TRIMMEO ANO S~O W~

NON–STNNING, ~0 COMPON~ POLYSUfflOE OR POLWRHE EMOM~lC WE S~, COMPLMNG

m m n–s–oo227.

APPROVED JAN 5/96 REVISED MONTGOMERY COUNTYDAE DEPARTMENT OF TRANSPORTATION

BUSINESS DISTRICT SIDEWALKDEPT, OF TRANS.

DUAL RAMP


k

GENERAL NOTES

1. REFER TO ~0 STATS HIGHWAY WINISTRAnON SPEClnCAnONS FOR

WTSRW AND M~OOS OF CONSTRU~ON.

2. =PANSION JOINT MATERM SW BE 1/2 INCH PREFORM~ CORK,

TRIMMED, AND SW ~ NON-9NNING, mO-COMPONENT POLYSU~DE

OR POLWR~E MOMERIC WE SW COMPLMNG W~

Fs n–s-ooz7.

3. SCORE THE CONCR~ FOR THE N=E JOINTS TO A D~ OF 1/3

OF THE ~lCKNESS TO PROMDE A WEN~ PME.

4. THE WDTH WY BE INC=ED TO WTCH THE WIOTH OF N ~P*HING BIKEWAY.

APPROVED JAN 5/ 9“6 REVISED MONTGOMERY COUNTYWE DEPARTMENT OF TRANSPORTATION

, DEPT. OF TRA MEDIAN OPENING

STANDARD NO. MC-1 14.01“.

07. _ I —b%

//////////////////////////////////$////////~

/

L A? PROVCD SUBGRADE I

6“ CONCR~

APPR~ SUSG~E

PRIMARY PAVING

mALTERNATE PAVING

GENERAL NOTES

1. REFER TO ~D STATE HIGHWAY ADMINl~nON SPEClmCAnONS FOR MATERU ANO

M~ODS OF CONSTRUCnON.

2. DP~SION JOl~ MTERU Sw WW A WIMUM LONG~DINAL SPACING OF 100 FE~. ~E

WTERM SW BE 1/2 INCH PREFORMED CORK, TRIMMEO NO SEALED ~ NON-STNNING,

TWO-CMPON~ POL=UfflOE OR POLWRHE MOMERIC WE SEALANT COMPLMNG

m Fs TT-S-00227.

3. SCORE THE CONCR~ TO A DH OF 1/3 THE SW THICKNESS TO PR~DE WENEO PWEH=SE JOl~ AT 1O–V WIMUM l~ALS.

APPROVED JAN 5/96. REVISEDOATS


~DIRE*RESIDENTIAL ALLEY

STANDARD NO. MC-200.01

2z?z&

g

a20-0” R/w

( ?AVED FULL WIOiE ),o, -@

4“ VALLN _

1,11

////////////////////////////////////////////////////~~ APPROVE3 SUBGRADE I

PRIMARY PAVING

1.

2.

3

4

4Y’ B~MINOUS CONCR~ SURFACE

COURSE IN 2 – 1 l/P U~S——

W B~MINOUS CONCR~ WE COURSE IALTERNATE PAVING

GENERAL NOTES

REFER 70 ~0 STATE HIGHwAY ~MINl~mON SPEClflCAnONS FOR ~TER~ ANO

M~ODS OF CON~U~ON.

DPNSION JOIW ~TERu S- BE PWEO ALONG WE PROP~ UNE WHEN AB~NG

CONCR~ STRU~RES.

=PANSION JOIN ~TERM SHALL MW A WIMUM LONG~OIW SPACING OF 100 =. WE

wTERM SW BE 1/2 INCH PRSFORMEC CORK, TRIMMED ANO SEALEO ~ NON-STNNING,

TWO-COMPON~ WL=U~DE OR POLWRHE ELASTOM~lC WE S~ COMPLWNG~ FS TT-S-00227.

SCORE THE CONCR~ TO A 0~ OF 1/3 THE SM ~lCKNESS TO P~DE WWENED PME

w=E JOINTS AT 1~-~ WIMUM 1~~.

APPROVED JANM;/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

COMMERCIAL ALLEY

STANDARD NO. MC-201 .01

x

44, -O,’ R/w

2%

,2, –0,.i

2U –w I , ~, _o,f z

“! , -- — “

g

z— —3% 3 3% —

~yj ~$:,

& ~ ~Soo K SOD ~*RU

~g. :

+%~ ~ / “ ~s= pAVNG sEcnoN – & ~C~;wC~~BM~_G~o~ l_l

~

I \i .

K

ng

OR MC–1 &.01 :

a~

4’, ~lCK CONC.i

7,, AT OR~AYS id

MC–1 10.01

TYPICAL ROAD SECTIONSSS NOTE 4 I

G

3“ B~MINOUS mNcRm 5URFKEWURSE IN 2 - 1 l/~ LA=

Y B~MINOUS CONCR~ WECOURSE

APP~ SUW~E

PAVING SECTION

GENERAL NOTES1. R~ TO ~D STA~ HIGHWAY ADMINIWnON SPEClnWnONS FOR ~TERW WO M~ODS

OF ~NSTR-N.

2. SEE STANDARO NO. MC–81 1.01 - M~OOS OF GWING SIOE SLOPES.>: ~;L=-..:

3. TOP OF CURB E~AnON = CENTERUNE ~AnON + 0.11, (FOR 6,, CURB HDG@.

T4. THIS STMMO W BE USEO FOR CUL–OE-* - W W IN LENGH AND W~ ON ~~

P~KING Om ON ONE SIDE ONLY.

5. ~lS STNOARO M BE USEO FOR ONE WAY LWP ~E~ W ON ~~ PMKING ~OWEC

ON ONE SIDE ONLY.

6. SIDEWM O~U~ONS MT MOUTE THE C~CE REQUIREME~ OF ~E ‘MERIWS W~OISABl~ES Am OF 1990 WILL NOT BE ALLO~.

7. THIS STNMO Sw NOT BE USED WN~ ~ CLASS OF BIKWAY IS SPEClflED.

8. WEN A ~C MRIER IS WAR~ INCREASE THE RIGHT OF WAYTO ALLOW THE HC MRIER TO BE Pm OUTSIDE OF THE SIO~~.



TERTIARY RESIDENTIAL STREET448 RIGHT–OF-WAY

c STANDARD NO. MC-21 0.01-—

y

#i

3 -,2, -~!, I 2s –w I 12 –0’,

- — 2-o

1.

2.

3.

4,

5

1 OR MC-104.OI

TYPICAL ROAD SECTIONP

l=4,, THICK CONC.

7“ AT OR~AYS

MC-1 10.01

SEE NOTS 4

I 3,, B~MINOUS CONCR~ SURFACE

COURSE IN 2 - 1 1/2,’ UYSRS

PAVING SECTION

GENERAL NOTES

R~ TO MARYMO STATE HIGHWAY ~lNl~nON SPEClflUnONS FOR MA~ AND M~OOS

OF CON~U~ON.

SEE S~MD NO. MC-811.01 - M~ODS OF GRAOING SIOE SLOPES.

mp OF CURB WAnON = CE~UNE -AnON + 0.02, (FOR 6,, CURB HHG~.

SIDEWW SW BE REOUIREO ON ONE SIOE ONLY FOR ~~ LONGER W ~0,.

APPROVED JANM:I 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

TERTIARY RESIDENTIAL STREET50’ RIGHT-OF–WAY

STANDARD NO. MC-21 0.02Y

COMB. CURB & G~R

4

\

MC-1 OO.O1, MC-101.OIOR MC-1 D4.01

1 4“ WICK CONC. I \7 “ AT OR~AYS -SEE MC–1 10.01

SECTION

sEE NOm # SEE PAMNG SE~ON-’ glNO. 2 (~,)

TYPICAL ROAD

1

2.

3.

4.

5.

I 3“ B~MINOUS CONCR~ BASE

COURSE IPAVING SECTION

GENERAL NOTES

REFER TO ~NO STATE HIGWAY @MINl_nON SPEClflCAnONS FOR WTERW NO M~OOS

OF CO~U~ON.

~E SLOPE BEHIND THE CURB TOWARD THE R~ SHALL BE Z FOR A OISTANCE OF 3’ – O“ ~M

WE FACE OF CURB.

SURFACE MEA OF INH SMS Sw RWN E~RELY =POSEO.

TOP OF CURB EHAnON (20 ‘ PAwMEw) = CENTERUNE ENAnON + 0.11 ‘ (FOR 6,’ CURB HDG@

TOP OF CURB E~AnON (26’ PAwMENT) = CENTERUNE E~AnON + 0.02, (FOR 6 “ CURB HDG@

APPROVED JAN ~ /96 REVISED MONTGOMERY COUNTYOATS DEPARTMENT OF TRANSPORTATION

MODIFIED TERTIARY

RESIDENTIAL STREET

c STANDARD NO. MC-21 0.03Q

Yi~

27’-4” Wo WAY MC)2 21, -4,, (0NE WAY Hc)g

18, –0” MINIMUM a z6, -o” ~0 WAY MC) 18, -O,, MINIMUMPARKING Mm u

z20’-0” (ONE WAY mc) ~ ‘– P~KING AR~ ‘

i 3g

* g

T!5% ~~ 2% MIN.— ~ —3% ~ 3 3% — d

_= ~,N, — 5% w.

K: i 4

sEE PAMNG SECnON

J

I8 COMB. CURB & GU77ER

MC-1~.01

F

/

OEPRESSEO cURB (SPIL G~)

EWCE XROSSPARKING ~=MC-102.O1

TYPICAL ROAD SECTION

~ROWH P~KING ~=

3’, BmMINOUS CONCR~ SURFACECOURSE IN 2 - 1 1/2,, U= I

PAVING SECTION

I ,,~10, -O’, MINIMUM ~ SPIL G~R

CUM NO G~R CURB NO G~ /,

I I I 12 8s -6,, MINIMU Ai

IIh Ill ~7 PROPERTY UNE~

d:

y.2

~OW UNE 72, -O’, WIMUM 1

%> cE~R UNE _

hl PLAN VIEW

APPROVED JAN 5/96 REVISED MONTGOMERY COUNTYOATS DEPARTMENT OF TRANSPORTATION

TERTIARY RESIDENTIAL STREET

WITH PARKING BAYS


TYPICAL ROAD SECTION 128.-0- Ba (MINIMUM)

18,-0. PUE .,, :--:...

8,–0. Iv-o. mE ,i::, +. ;,. ,,,W-O- RW W WAY

:. .. ... ,, .,... . . . :.,,.:,

20’–0.~,_ .

~ Rr ““

.3.-,,:. , ,,-..1,-0- :;;- /,..

‘“’%?4,-O -, ;,. . ..=. . ........ .

~: 7 Me WY 7,+. s-o+; c-o.

<6>. ; 101 3%

~, @ 4;00& ~~~

~ 4- CWCRETS6- AT DRWA=

PAVING SECTION

3“ BITUMINOUS CONCRETE SURFACE

COURSE IN 2 - 1 1/2” LAYERS

GENERAL NOTES

1,

2.

3.

4.

5.

6.

7,

8.

9.

10

11

REFER TO MARYLAND STATE HIGHWAY ADMINISTRAnON SPECIFICATIONS FOR WTERIALS ANO MUHOOS OF

CONSTRUCnON.

SEE STANDMO NO. MC-811 .01 - M~HODS OF GWING SIDE SLOPES.PUEUC Unufi EASEMENTS (PuEs) mE SUWECT TO THE TERMs AND CONDITIONS OF A OmUMENT ENnTLED

‘DECLAFL4nONS OF TERMS ANO PROWSIONS OF PUBUC UnLIW EASEMENTS- THAT IS RECORDED IN THE WD

RECORDS OF MONTGOMERY COUNTY IN U8ER 3834 AT FOUO 457.THE SIOE OITCH IN flLL SLOPES MAY BE EUMIMEO IN AREAS NOT MASTER PMNNED FOR OEVSLOPMENT

ONLY AFTER OVERMD FLOW PAW ANO EROSION POTENW ARE CONSIDERED.

SEE STANOAROS NO. MC-701 .01 AND MC-703.D2 FOR SPECIES, SIZE ANO SPACING OF STREET TREES.

WHEN USING THIS STANO~D, THE GARAGE SHALL BE SET BACK A MINIMUM DISTNCE OF 20 FEET. MEASUREOFROM THE BACK EDGE OF THE SIOEWm: THE MINIMUM BUILDING RESTRICmON UNE S~8ACK IS 28 FEET

STREET UGHnNG POLES ARE TO BE LOCATEO AS DIRECTEO BY THE MONTGOMERY COUNW DEPARTMENT OFPUBLIC wORKS AND T~SPORTAnON.

PUBUC lMPRO~MENTS ~EMENTS (PIEs) ~E TO BE GRANTEO BY A SITE SPEClflC OECWRAnON OF PUBLICIMPROVEMENTS EASEMENT DOCUMENT HT DOCUMENT IS TO BE RECORDEO IN THE LANO RECOROS OF

MONTGOMERY COUNTY, M~YMO NO REFERENCED ON THE RECORD PLAT.

THE 2-FOOT WIOE SECTION OF THE PIEs BEHINO THE SIDEWUS IS TO wOW FOR THE TEMPOMY

CONSTRUCnON, RECONSTRUCnON. MO wNTEwCE OF THE SIOEW~KS. NO PERMENT PUBLICIMPROVEMEWS ~E TO BE PLACED ~lN THESE 2-FOOT WIDE STRIPS.

S~~L OF THE DIMENSIONS SPEClflEO ON THIS STWD%O REFLECT MOOlmWnONS TO THE VAUES SHOWN

ON STWDmO NO. Mc-301 .03 (RESIOENW DRNWAY/OpEN sEcTION RO~).E~AnON AT THE FRONT EDGE OF SIDEWU = EDGE OF PA~ME~ E~AnON + 0.38’

REVISED MONTGOMERY COUNTY DEPARTMENTOF PUBLIC WORKS AND TRANSPORTATION

TERTIARY RESIDENTIAL STREETOPEN SECTION

WITH SIDEWALKS AND STREET TREES

STANDARD NO. MC–21O.O5

60’ –O,’ R/W

26! -0 ,7, -~., - %i

2’-; _a -3. ,.,: 3% — — 2%

~ SODg

+Soo

**OE

COMBIMnON 1SEE PAWNG SE~ON – g CURB & G~R

&g

MC-1 00.01 ORMC–101.O1

n

$ y:g:~ }/

MC–1 10.01


E

3“ B~MINOUS CONCR~ SURFACE

COURSE IN 2 – 1 1/2” ~=

3“ B~MINOUS CONCR~ BASE

COURSE

APPRoKD SUB~E

PAVING SECTION

GENERAL NOTES

1. REFER TO ~D S7ATE HIGHWAY ~MlNlSTR4770N SPEClflMnONS FOR MATERM ANO M~OOS

OF CO_UCnON.

2. SSS STNDARD NO. MC–81 1.01 - M~OOS OF G~lNG SIOE SLOPES.

3. TOP OF CURB =AnON = c~UNE ENAnON +0.02 (FOR 6“ CURB HEIGW.

4. WHEN A MC WRIER IS W~ O Ww A MINIMUM OF 7“-~ GRSEN SPACE

B-N WE CURB AND WE SIOEWW.

APPROVED JAN 5/% REVISEDOATS


SECONDARY RESIDENTIAL ROAD\

c STANDARD NO. MC-21 1.01


COURSE IN 2 - 1 1/2” ~=

I 3“ B~MINOUS CONCRETE ME

~uRSE II APP-O SUWE

PAVING SECTION

GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY

OF CONS7RU~ON.

ADMINl_nON SPEClnMnONS FOR w7ER~ ANO M~ODS

2. SEE STNOARO NO. MC–B1 1.01 - M~OOS OF GRADING SIOE SLOPSS.

3. ~E SIDE O~H IN RLL SLOPES WY BE EUMINATEO IN AREAS NOT ~ PMNEO FOR O-OPMN

ONLY =R OWRMO ~OW PA7H NO EROSION PO~ XE CONSIDERED.

APPROVED JAN 5/96 REVISED MONTGOMERY0A7E


SECONDARY RESIDENTIAL ROADDIREC

\ OPEN SECTION

STANDARD NO. MC-21 1.02w Y

WPICAL ROAD SECTION

I.. I

,7,–0- PIE_

w

1.

2.

3.

4.

5.

6.

7.

a.

9.

10

11

/

/La. CONCR~

6- AT DR~AS

PAVING SECTION

E

GENERAL NOTES

REFER TO wRYL4ND STATE HIGHWAY ~MINISTRAnON SPECIFICAnONS FOR MATERtiS MO M~OOS OF

CONSTRUCnON.

SEf STANDMO NO. uc-al 1.01 - METHOOS OF GRAOING SIOE SLOPES.PUBLIC UnLIW ~SEMENTS (PUES) ME SUWECT TO THE TSRMS MO CONOlnONS OF A 00CUMENT ENTITLED

‘DEcwnoNs OF TERMs AND PROMSIONS OF pUBLIC unuv EASEMENTS- TmT IS RECORDEO IN THE wND

REcoRos OF MONT~MERY couNw IN U8ER 3a34 AT Fouo 457.

7HE SLOE OITCH IN FILL SLOPES WY aE EUMINA7ED IN AR~S NOT M7ER PMNED FOR DEVELOPMENTONLY HER OVERMO FLOW PAW ~0 EROSION P07ENTML ~E CONSIOEREO.

SEE STANO~DS NO. MC-701 .01 ANO MC-703.02 FOR SPECIES, SIZE WO SPACING OF STREET TREES.

WHEN USING THIS STANOARO, THE *GE SHALL aE SET MCK A MINIMUM DIST~CE OF 20 ~, MEASUREOFROM THE WCK EOGE OF 7HE SIOEWALK. 7HE MINIMUM BUILOING RESTRICTION LINE S~CK IS 25 FEH.

STREET UGHTING POLES ME TO BE LOCAXO AS OIRECEO BY WE MONTGOMERY COU~ OEPWTMENT OFPuBUC WORKS WO T~NSPORTAnON.

PUEUC IMPROVEMENTS EASEMENTS (PIEs) ~E TO SE GWTED BY A SIK SPECIFIC OECLA~nON OF PUBLICIMPROVEMENTS EASEMENT DOCUMENT. 7HAT 00CUMENT IS TO BE RECOROEO IN THE L4N0 RECOROS OF

MONTGOMERY COU~, MYLANO MO REFERENCE ON THE RECORO PMT.

THE 2-FOOT WIOE SECTION OF THE PI- BEHINO THE SIOEWUS IS TO ALLOW FCR 7HE EMPO~Y

CONS7RUCnON. RECON~UCTION. ANO ~NEMCE OF THE SIOEWMKS. NO PERWENT PUBUClMPROWMENTS ~E TO BE PUCED Wl~lN THEsE 2-FOOT WIOE STRIPS

SEVS~L OF WE DIMENSIONS SPEClflED ON mlS S7~ORD RE~CT MOOlfl~TTONS TO THE VALUES SHOWN

ON STWO~D NO. MC-301 .03 (RESIDEN~L ORNEWAY/OPEN SECnON RO~).ELEVAnON AT ~E ~ONT EOGE OF SIONALK = EOGE OF PAVEMENT ELEVAnON + 0.42’

= ‘‘E”’*ED‘ ‘;:;:::E:OF PUBLIC WORKS AND TRANSPORTATION

-.“,,. k”,”,.,, w, ,,T

a

OPEN SECTION. . A WITH SIDEWALKS AND STREET TREES


●70 ‘ –0” Rfi

w

5 17, -0,,

~ ,_o,, s-o,, I 10, –wy

_T~i

gCOMBIMnON

SEE PAMNG SE~ON —’ gfg

,, 4“ THICK ~NC. I

“-& W

7’, AT OR~AKMC-1 10.01

i TYPICAL ROAD SECTION

I

IL 1 1/2” SURFACE COURSE

2 1/2” SASE COURSEBmUMINOUS CONCRSTESEE NO~ 4

I BIKE PATH OPTION

I APPRo~ SUBGRAOC

I PAVING SECTION

I GENERAL NOTES

I 1. REFER TO MARYMO STATE HIGHWAY AOMINISTRAnON SPEClflCAnONS FOR WTER~ ANO M~OOS

OF CON~U~ON.

I 2. SEE STANOARO NO. MC-81 1.01 - M~ODS OF GRAOING SIDE SLOP=.

I 3. TOP OF CURB EHAnoN = C~RUNE ~AnON -0.13’ (FOR 6” CURB HEIGW

21 4. BIKE PATH SW BE REQUIRED ONLY IF SPECIHEO IN -R PM.

55. WHEN A ~C ~RIER IS WAR~ HOLD A MINIMUM OF ~–~ GREEN SPACE

:

fB-N THE CURB ~0 THE SIOEWW.

~ APPROVED JAN 5 / 96 REVISED MONTGOMERY~ OAE

COUNTY

. DEPARTMENT OF TRANSPORTATION

●=

PRIMARY~ RESIDENTIAL ROAD&&~. ~s STANDARD NO. MC-212.01

70,-0’, R/W

Iz-q i ~a~o /. 7’ -0,,Me-l 01.01

lz_ ~

t–L


~ 1 1/2” SURFACE COURSE2 1/2 “ WE COURSEB~MINOUS CONCR~

SEE NOTE 3

CLASS I BIKE PATH


~uRSE IN 2 - 1 1/2” LA~S

APP~ SUBG~E

PAVING SECTION

GENERAL NOTES

1. REFER TO ~0 STATE HIGWAY AOMINl~mON SPEClflWnONS FOR MATERW WO M~OOS

OF CONSTRU~ON.

2. SEE ~ANMO NO. MC-81 1.01 - M~OOS OF GWING SIOE SLOPES.

3. A CLASS I BIKE PATH S- BE P~OEO IF REQUIREO AS A RESULT OF ~E O~OPMENT

R~EW PROCESS. wERE A C- Ill BIKE ROUTS IS SPSCl~EO, CONSIOERAnON SW BE G~N TO

wom~ PA~~ MOTH (OESIWLE 2’ IN WH OIREmON, R.O.W.= 7d ). THls STANOARO Sw

NOT BE USEO WERE A Cm II HKE ROUTE IS SPEClflEO.

4. oBSTRU~ONS IN WE SIOEWU WT MOLATE THE CLEAR WALKING SURFACE REQUIREM~ OF THE

“NSRIMS ~ OI*ILMES W OF 1990 ML NOT BE ALLOWEO.

5. THIS STAN- IS USEO TO REOUCE WE IMPACT TO Um AREAS, IN UEU OF U~NG THE

‘PRIW RESl~ W =ANOARO, AS O-INEO AT WE PREUMIW PM =AGL ~ PRIOR

APP~AL OF M.C.O.O.T.

6. ~lS sTNCARO IS TO BE USEO ONLY IN AREAS WHERE WERE ME NO OR~AYS, ND ON-STR~

PARKING IS NOT NEEOEO.7. TOP OF CURB -AnoN = C-UNE EmAnm + O.OZ (FOR 6” CURB HflG~

z APPROVED JANm$/ 96 REVISED MONTGOMERY COUNTYs DEPARTMENT OF&

TRANSPORTATION

sY ( \ ALTERNATIVE PRIMARY;& RESIDENTIAL ROADz$. STANDARD NO. MC-21 2.02

v

L

70, -o,, RN

23’ –O,, 24’ –O,,

Y

23, -0,,

i2

9’-0” I & -r 8, -0,’ 12’-0” 12, -0,, -8’–0” z

?7+ 3

\TI 161 I _3x-,: 3z_ ,&,

<.7 w.~Soo K ‘

~ Soo &

f gg

&

L0

SEE PAMNG SE~ON E


(OU7SIOE SURBURW OISTRICT)

E


CWRSE IN 2 - 1 1/2” M-

5“ B~MUNOUS CONCR~ ME

~URSE

M- SUBGWE

PAVING SECTION

GENERAL NOTES! REFER TO ~0 SATE HIGHWAY AOMINl~nON SPECln~nONS FOR WTER~ MO M~OOS

OF CONSTRUCTON.

2. SSS STNHO NO. MC–81 1.01 - M~OOS OF G~lNG SIOE SLOPES.

3. THE SIDE DrCH IN flu SLOPES WY BE ~MINATED IN ~~ NOT MASTER PMNED FOR O~LOPM~ONLY ~ O~MO ~OW PAW WO EROSION w~ ~E CONSIOEREO.

4. WHEN SUBGWE OMNS ~E REQUIREO, THH Sw BE INSTALLEO IN ACCORDANCE ~ STWDARD

NO. MC-525.01

APPROVED JAN 5/96 REVISEDDAE


PRIMARY RESIDENTIAL ROADOPEN SECTION


VPICAL ROAD SECTIONL 25’-0. BRL

1s-0- PUE 15.-0- PUE,..~,_o-

L 8,-0- y–o..,’.p: !: “:.:.

BIKEPATH <---- ~~~- UINIMUM

?..,

6- AT DRWAYS

I/

1.

2.

3.

4.

5.

6.

?.

8.

9.

10.

11,12,

PAVING SECTION

GENERAL NOTES

REFER TO WYUND STATE HIGHWAY ADMINISTRATION SPECIFICATIONS FOR MATERRLS MO METHODS OF

CONSTRUCnON.

SEE STANDARD NO. MC-81 1.01 - METHOOS OF G~OING SIOE SLOPES.PUBLIC ~lUN WEMENTS (PUES) ARE SUNECT TO THE TERMS ANO CONDITIONS OF A DOCUMENT ENTITLEO

“OEC~TIONS OF TERMS ANO PROVISIONS OF PUBLIC UmLl~ EASEMENTS” THAT IS RECOROEO IN THE MNORECOROS OF MONTGOMERY COUNV IN uBER 3834 AT FOUO 457.

THE SIOE OITCH IN RLL SLOPES MAY BE EUMINATEO IN ~SAS NOT MASTER PMNEO FOR O~ELOPMENT

ONLY A~R OVERWD FLOW PATH ANO EROSION POTENnAL ARE CONSIOEREO.

SEE STANO~OS NO. MC-701 .01 WO MC-703.02 FOR SPECIES, SIZE ANO SPACING OF STREET TREES.WHEN USING THIS STANOARO, THE GARAGE SHALL 8E SET ~CK A“ MINIMUM OISTANCE OF 20 FEET, M=URED

FROM THE BACK EOGE OF THE SIOEWALK (OR BIKEPAm, AS APPROPRIATE). THE MINIMUM BUl~lNG RESTRICnON

UNE S~WCK IS 25 FE~.

STREH UG~NG POLES ~E TO BE LOMTED AS OIRECTED BY THE MONTGOMERY COUNTY OEPMTMENT OFPUBUC WORKS AND NSPORTAnON.

PUBUC IMPROVEMENTS XEMENTS (PIEs) ME TO BE GRANTEO BY A SITE SPECIFIC OEC@TION OF PUBLIC

IMPROWMENTS EASEMENT OOCUMENT. MT DOCUMENT IS TO BE RECORDEO IN THE ~0 RECOROS OF

MONTGOMERY COUNV, MARYLANO ANO REFERENCE ON WE RECORO PuT.

THE 2-FOOT WIDE SECnON OF THE PIES BEHINO THE SIOEWtiKS IS TO AUOW FOR WE TEMPORARY

CON~UCmON, RECONSTRUCnON, ANO WNTEN~CE OF THE SIOEWAMS. NO PERMANENT PUBUC[MPROWMENTS ARE TO BE PUCEO WITHIN WESE 2-FOOT wIOE STFIPS.

S~ti OF THE DIMENSIONS SPEClflED ON ~lS STWOARD REFLECT MODIFl~TIONS TO THE VALUES SHOWN

ON s7Momo NO. Mc-301 .03 (RESIDENW ORNWAY/OpEN sEcTlON RoAO).EWAnON AT THE FRONT EOGE OF SIOEWALK = EDGE OF PAVEMENT EWAnON + 0.46’BIKEPAW WILL BE REOUIRED ONLY IF SPECIFIEO IN THE WER PM OR IF INCLUOEO = A CONOITIONOF SUBOMSION WPROVK.

APPROVED // 4–L &OaREVISED MONTGOMERY COUNTY DEPARTMENT

OF PUBLIC WORKS AND TRANSPORTATION

PRIMARY RESIDENTIAL ROADOPEN SECTION WITH SIDEWALK,

BIKEPATH AND STREET TREES

STANDARD NO. MC–212.04

!?:-<,. , WPICAL ROAD SECTION ; ..;. 1

1.

2.

3.

4.

5.

6.?.

8.

9.

10.

11.

12.

13.14.

EGENERAL NOTES

REFER TO MARYMD STATE HIGHWAY ~MINIST~TION SPECIFICATIONS FOR

CONSTRUCTION.SEE SANOARO NO. MC-81 1.01 - M~OOS OF GWOING SIOE SLOPES.

MATERIALS MD METHOOS OF

PUEUC uTl~ ~EMENTS (PUES) ~E SUBJECT TO WE TERMS NO CONDITIONS. oF A oocuMENT

EN~O “DECWnONS OF TERMS MO PROMSIONS OF PUBUC UTT~ EASEMENTS” THAT IS RECOROEDIN THE MO RECOROS OF MO~GOMERY COUNW IN LIBER 3834 AT FOUO 457.THE SIOE O~CH IN flLL SLOPES WY BE ELIMINATED IN ARSAS NOT WER PLANNED FOR DEVELOPMENT

ONLY ~R OVERLAND FLOW PATH MO EROSION POTENW ARE CONSIOEREO.A PHYSIML ROOT ~RRIER SW BE PROWDED WHERE STREET TREES ARE CLOSER Tw SIX FEfl TO A

SIOEWALK OR BIKEPATH. MINIMUM DEPTH OF ROOT ~RRIER SWL BE EIGHTEEN INCHES. ROOT MRIERSHALL ExTENO A MINIMUM OISTANCE OF 10 FEET LONGnUOINALLY ON EnHER SIOE OF THE TRCE.

SEE STmO~OS NO. MC-701 .01 ANO MC-703.02 FOR SPECIES, SIZE MO SPACING OF STREET ~EES.wHEN USING THIS STANO~D, THE GARAGE SW BE SH BACK A MINIMUM OISTWCE OF 20 FEET,

MEASUREO FROM THE ~CK EDGE OF WE SIOEW~K (OR BIKEPArn, AS ~PROPRIATE).

STREU UGHTING POLES ~E TO BE LO~TED X OIRECTED BY THE MONTGOMERY COU~ DEPARTMENT OFPuBuC WORKS NO T~SPORTATION.

PuBuC lMPROVEME~S EASEMENTS (PIEs) RE TO BE G~TEO BY A SITE SPECl~C DECWnON OF

PUBUC IMPROVEMENTS EASEMENT OOCUMENT. TwT OOCUUENT IS TO BE RECOROEO IN THE mO RECOROS

OF MONTGOMERY COUNTY, WRYWO NO REFERENCE ON THE RECORO PMT.

THE 2-FOOT WIOE SECnONS OF THE PIG BEHINO THE SIOEWALK/BIKEPATH WE TO ALLOW FOR THE

CON~UCnON, RECONSTRUCnON, ND ~NTENANCE OF THE SIONUS NO BIKEPATH (wO THElNST~nON OF ~E~UGHnNG EEHINO WE SIOEwu ANO/OR THE BIKEPATH, IF REQUIREO BY THE

DMSiON -C MO PARKING SEWCES).SWEW OF THE OIMENSIONS SPECIflEO ON mls s7N0AR0 REFLEcT uoo)ncAnoNs To THE VALUESSHOWN ON STANO~O NO. MC-301 .03 (RES1OENTM ORwAY/OPEN SECnON ROAD).

~lS STNOARO WY BE MOOIHEO AS APPROPRWTE TO ACCOUMOOATE WTER PMNEO CNS II BIKEWAYS.

ELEVATION AT THE FRONT EOGE OF SIOEWALK/BIKEPATH = EOGE OF PAVSME~ ELEVAnON + 0.50’

81KEPATH WILL BE REQUIREO ONLY IF SPEClmEO IN THE WER PM OR IF INCLUOEO u A CONOMONOF SUBOMSION WPROVL

REVISED MONTGOMERY COUNTY DEPARTMENTOF PUBLIC WORKS AND TRANSPORTATION

MASTER PLAN PRIMARY ROAD

DIRECTOR,#PWT OPEN SECTION WITH SIDEWALK,BIKEPATH AND STREET TREES

STANDARD NO. MC–21 2.05v

‘

TYPICAL ROAD SECTION— 1 1/2” sURFACE COURSE

2 1/2” K COURSEB~MINOUS CONCR~SEE NOTE 4

BIKE PATH OPTION

3“ 8~MlN0us CONC~ SURFACECOURSE IN 2 - 1 1/2” ~~ COURSE IN 2 - 1 1/2,, U-

8 GWEO AGGREGATE BASE ~ B~MINOUS CONCR~ ME

COURSE IN 2 – 4,’ M-COURSE IN 2 - 4 1/2 M~RS

NP~ SUBGME

PR~REO UT5RWTE

* SU8GWE OWNS REQuIREOSEE MC–525.01

ALTERNATE PAVING SECTIONS

GENERAL NOTES

1. REFER TO ~0 STATE HIGNWAY AOMINi~mON SPEClflCAmONS FOR MATERM MO M~OOS

OF ~NSTRUCnON.

2. SEE STANUO NO. MC–81 1.01 - M~OOS OF G~lNG SIOE SLOPES.

3. TOp OF CURB uAnoN = C-UNE E~AnoN –0.w (FoR 6,, CURB HEIGW.

4. BIKE PAW WILL BE REQUIREO ONLY IF SPEClnEO IN ~ Pm.

5. WEN A ~C WRl~ IS WAR~ INCREASE THE RIG~ OF WAY TO tiOW RE-C URISR TO BE PMEO O~lOE OF WE SIOWW.

APPROVED JAN 5196 REVISED MONTGOMERY COUNTYOATE DEPARTMENT OF TRANSPORTATION

DIRE ARTERIAL ROAD\


80, -W RN

y28 –0, Z4, _o,, I ~~,-~

i #,~. -0,, , ~!–~,, 10,–0,, 12 -w 1 12 ‘ -0,’ 10, -w 6, –O,

PI -

8, –0, - I @_u

.- ~’7 y 3’ SHLDR #

l?.,] 41161 —3% -i 3%— l=

SODz

L3 :4

Ek

:g

g

a SEE PAWNG SE~ON “


(O~lOE SURBURW OISTRl~)

EEPREFERRED ALmTE

* SUBGWE WNS REQUIR~SSS MC-525.01

ALTERNATE PAVING SECTIONS

GENERAL NOTES

1. RSFER TO MMO STAW HIGHWAY ~MINl~nON SPEClnCAmONS FOR MTER~ AND M~OOS

OF CONSTRUCnON.

2. sSS ~mDARD NO. MC-81 1.01 - M~oOS OF GWING SIDE SLOPES.

3. ~E SIOE OmCH IN flLL SLOPES WY BE ~MINATEC IN AREAS NOT ~R PMN~ FOR O~OPMW

ONLY ~ -WD FLOW PAW WO EROSION PD~ ARE CONSIDERED.

APPROVED JAN 5/96 REVISED MONTGOMERYOAm


ARTERIAL ROADOPEN SECTION


90’ -w, R/w

~ ,4, -u, I 62 -Wi

14, -w gx

~Lo,, I s-r 7’–W.’ 2s –w, 12,.-0, 1. 25, –W ,, _o,, ~,-~,— z–r

$13%

2% - & ‘~. ,— 3% m- 2%

sOD

‘7

- ~%.

E2 1-0+ k / - p<””COMBlN4nDN

~g sEE PAMNG SE~ON — CURB & G~

MC–1OO.O1 ~a ;; ~c&&yti I .

MC–1 10.01~. mTH SIOES)’


EEPR~ kTERNATE

* SUBG~E OWNS REQUIREOSEE MC-525.01

PAVING SECTION

GENERAL NOTES

1. REFER TO ~ND sTATE HIGHWAY ~lNISTRAmON SPECIHCATONS FOR MTERW ANO M~OOS

OF CON~U~ON.

2. SEE STAN~O NO. MC-81 1.01 - M~ODS OF G~NG SIOE SLOPES.

3. WHERE A Cm III MKE ROUTE IS SPECl~ED, CONSDERA~N Sw BE G~ TO ADDmONAL

PA~ W~ (O~MLE 2’ IN UCH DIRECnW, R.O.W.= 94’). WHERE A CLASS II BIKE RO~ IS

SPEClflED, THE PAWMENT WDTH SHALL BE 6S ‘ (R.O.W.=96’ ). WHERE A C- I BIKE RO~ (8’

WIDE, 2, ~ THE ~ UN~ IS SPECIHSD, A WOTH OF 17’ Sw BE USEO FROM FACE

OF CURB TO THE PROPEMY UNE.

4. OBSTRUmONS IN THE SlmU HT WOUTE WE CH WUING SURFACE RE9UlR~ENTS OFWE “N~MS ~ OIMLMES ti OF 1990 WLL NOT BE ALLOWED.

5. MSED M*S MAY 8S USED TO ~L TuRNING M~~ MD/OR TO -DE PEDESTR~ REFUGE.

6. TOP OF CURB -A~N = C~NE =AnON –0.52’ (FOR 6“ cuRB H~~).

7. WNEN A -C *ISR IS W~ IKREASE ~E RIG~ OF WAY TO ALLOW WE~C -IER TO BE PMED O~DE OF THE SIOEWU.

APPROVED JANw:j 96REVISED MONTGOMERY cOUNTY


ARTERIAL ROAD - 5 LANESINCLUDING CENTER LE~ TURN UNE

CH STANDARD NO. MC-21 3.03

WPICAL ROAD SECTION?9-0- PuE

10,-0-~*,-o-

,~,_o. Y 12,-0-

-4, SHOUUER 4, SHWLDER -

5% 3%

:

CLASS I BIKEWAY($EZ N07E 14)

PAVING SECTIONS

. . . . m EORAINS REQUIRED PREFERRED ALTERNATESEE MC-525.01

GENERAL NOTES1.

2.

3.

4,

5.

6.7.

8.

9.

10.

11.

12.

13.14.

REFER TO MYLAND STATE HIGWAY ADMINIS~nON SPEClflCATIONS FOR MATERAM NO M~OOS OF

CONSTRUCnON.SEE STNOmO NO. MC-81 1.01 - M~HOOS OF G~DING SIOE SLOPES.

PUBUC UnLITY EASEME~ (PUG) ~E SUMECT TO THE TERMS MD CONOMONS OF A DCCUMENT

E~~D “DEC~nONS OF TERMS MD PROWSIONS OF PUBLIC UnUH XEMENTS- THAT IS RECORDED

IN THE MO RECORDS OF MONTGOMERY COUNV IN u8ER 3834 AT FOUO 457.

THE SIDE DITCH IN RU SLO~ WY BE EUMl~TED IN WEAS NOT WTER P~NED FOR D~LOPMEN

ONLY AFTER WRLANO ROW PA7H WO EROSION P07ENTTti ~E CONSIDERED.

A PHY51CAL ROOT MRIER sH~ BE PROWOED WHERE STREET ~E~ ME CLOSER w slx FEfl TO A

SIOEWW OR BIK~ATH. MINIMUM OE~ OF ROOT BARRIER StiLL BE BG~EEN INCHES. ~T MRIERS~LL ~NO A MINIMUM O15TWCE OF 10 FEET LONG17UOIMLLY ON ETHER SIDE OF THE TREE.

SEE STNOAROS NO. MC-701 .01 ANO MC-703.02 FOR SPECIES, SIZE NO SPACING OF STREET ~EES.WH~ USING ~lS gNOARO. THE WGE Sw BE SE7 NK A MINIMUM DISTANCE OF 20 FE~.MEA5uRE0 FROM 7HE SACK ~E OF THE SIOEWALK (OR BIKEPATH, S WPROPRATE).

~E~ uG~NG WLES ME TO BE LOCATSD AS OIRECmD BY THE MONTGOMERY COU~ DEPARTMW OFPUBLIC WORKS NO MSWRTAnON.

PUBLIC lMPR~M~ EA5EMEN= (PI=) ARE TO BE GMO BY A S~ SPECIFIC DECWnON OFPUBUC lMPR~M~ XENENT DOCUMENT. Ml COCUMENT IS TO BE RECOROED lN ~E MO RECOROS

OF MONTGOMERY COU~, ~YMO mO REFERENCE ON WE RECORO PLAT.TNE 2-FOOT WIOE SECmONS OF THE PIES BEHINO THE SIOEW&K/BIKWATH ARE TO UDW FOR THE

CONSTRUCnON, RECONSTRUCnON, mO WNTE~CE OF WE SIOEWMS MO BIKEPATH (MO THElNSTwnON OF STREETUGHnNG B~lND THE SIOEWM NO/OR THE BIKEPA~, IF REQUIREO BY THE

OMSION T-C ANO P~KING S~CES).S~W OF THE DIMENSIONS SPECIHEO ON THIS 9mOK0 REFLECT MOOlmMTTONS 70 THE VALUE3SHOWN ON s7mO~0 NO. MC-201 .03 (RESIOENM OR~AY/OPEN SECTION RO~).

ORWAfi WIU BE CONSIDERED ON A CASE BY CASE WK. BuT ARE WT TO BE ENCOURAGED ON~~L RO~WA=. ORWAY PIPES MGER W 15” x 21. WY W1 BE USEO W~ ~lS STANO~O.mAnON AT WE FRO~ EOGE OF SIO~WK/BIKEPAW = OUE1OE EDGE OF PAVEO SHOUWER E~AnON + 0.46’91KPATH WIU BE REQUIREO ONLY IF SPECi~EO IN THE HR Pm OR IF IWLUOEO AS A CONOMONOF SUBOMSION @PROV&

APPROVED //d–~ Gda REVISED MONTGOMERY COUNTY DEPARTMENTOF PUBLIC WORKS AND TRANSPORTATION

ARTERIAL ROAD

DIRECTOd dPW OPEN SECTION WITH SIDEWALK,

BIKEPATH AND STREET TREES

STANDARD NO. MC–213.04---

80 ‘ -O” R/W

25 ‘ -O” , 25 ‘ –O “ J ?i

ROOnNG PAPSR - VARWE

2% _:1 ,%_ ‘“ 7 - _2%

L, - 3%

,J;r g\

COMBINATION

P

kSEE PAMNG SE~ON % CURB & G~

Mc-loo.ol / E

ITYPICAL ROAD SECTION

5“~lCK CONC, pla

7,, AT DR~AWMc-111.ol


COURSE IN 2 - 1 1/2,’ U=

mPRSFERREO


COURSE IN 2 - 1 1/2,’ UYERS

I g B~MINOUS CONCR~ WECOURSE IN 2 - 4 l/~ u= I

4“ GMED AGGREGA7E MECOURSE

UTERNATE

* SUBG~E D~m REQUIREDSEE MC-525.01

1.

2.

PAVING SECTIONS

GENERAL NOTES

RSFER TO ~0 STATE HIGWAY ~MINl~nON SPECIHCAnONS FOR MTERM WD M~OOS

OF CON~UmON.

TOP OF CURB mAnoN . C~RUNE EHAnoN -o.~ (FOR 6“ CURB HEIG~

APPROVED JAN 5/96 REVISED MONTGOMERYWTE

COUNTYDEPARTMENT OF

-b — ~

TRANSPORTATION

COMMERCIAL-BUSINESS ~

I

CHI STANDARD NO. MC–21 4.01 I

60’-0” Rfl

32’-0 “

2’ -~ ~ 7’-0’, ; vmwLE VARMLE 7’-0” 5’ ~“ 2’ –o”

s Ill ~ ~ - II gi ~

!; ~~ ‘z3@?:’4

m z- 2%_ I~T, —3% ,-, .,3% _ z —z,,, * 2:7 *..

2 ~ ‘oDj I ,-0,

Soo 7

“ J

<

:

\

!rCNBINAmON :

0 CURB & G~

\; 4’ TH,C;;o;w ‘EmoN

0

E MC-1 W.01 %

4 “ THICK CONC.! 7,’ AT DR~AYS 7,, AT ORHA=I MC-111.01 MC-1 10.01

SEE NOTE 2TYPICAL ROAD SECTION

E~,,

PREFERRED UTERNATE

* sUBGRAOE OWNS REQUIREDSEE MC–525.Ol

PAVING SECTION

GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY ADMINl~nON SPECIRCAnONS FOR NATER~ AND M~ODS

OF CONSTRU~ON.

2. WERE BUl~NGS ARE GENEWY LO~TED AT TNE PROPERTY UNE, THE SIOEWU SW -NOFROM CURB TO PWP~ UNE ~ A 5’ WOE BY S LONG (OR BY VARMLE OR CO~NUOUS LEN~)

SPACE FOR TREE PMNGS.

3. OBSTRU~ONS IN ~E SIOEWM TNAT WOWTE THE CM WALKING SURFACE REQUIREM~ OF

THE .WERIMS ~ OIWl~ES ACT “ OF 1990 WLL NOT BE ALLOWEO.

4. CROWN OF PAVEME~ TO BE L_~ IN Cm OF ~WL wES.

5. THIS ~W~ ~OES FOR ONE ~~ WE IN WH OIRE~ON.

6. WHEN A ~C WRIER IS WAR~ INCR=E THE RIGw OF WAY TO MOW WEHC BARRIER TO BE PuC~ O~lOE OF WE SIOEWU.

APPROVED JAN 5 /96 REVISED MONTGOMERYDATE


COMMERCIAL/industrial ROAD

60’ RIGHT OF WAY

STANDARD NO. MC–21 4.02.

70 ‘ -O” R/W

2’ -Q ,5’-0”, 8’-0”, 20 ‘ -o “ 20 ‘ -o “ , 8’-0” , 5’ -0; 2’-0”

% I I!

i I

i

,, Y! i

2:’4 i I _m~~>@ +— 2’—r — 32 3% _ ‘—2X

~

> b’

Soo

/

1 Soo

I ! 1, _oJ,/ ~

COMBl~nON~“RB ~ ~- ~:

-yE~

,,

I

)

gn sEE PAWNG sE~ON - MC–1OO.O1 a

4 “ WICK CONC. 4 “ mlCK CONC. I7 ‘, AT M~AYS 7,’ AT OR~AYS

, MC-111.01sSS NoTE 2

MC- 110.01


wPm SUSGWE NPRO~ SUSGWE

PR~RREO KTERmTE

* SUBG~E oWNS REQUIREOSEE MC–525.01

PAVING SECTION

I GENERAL NOTES

1. WHERE BUiLOINGS ME GENWY LOMTEO AT THE PROP~ UNE, ~E sIDEW~ SHALL ~D

~M CURB TO PROP~ UNE W~ A 5, WDE ~ 5 LONG (OR W VARWLE OR CO~NUOUS ~~)

SPACE FOR - PMNGS.

2. O_U~ONS IN THE Sl~M MT MOUTE THE Cm WMING SURFACE REQUIREM_ OF

WE “w~l- WTTH O!Wl~ES ACT - OF 1990 Wu NOT BE UOWED.3. R~ TO ~0 =ATE HIGHWAY ADMINISTRAnON SPEC~~TONS ,IFOR MATERW WO M~OOS

IOF CON~U~ON.

4. TOP OF cum WATON = c~UNE mAnoN – o. I 9 (FOR 6 ! ‘cuR8 HUGW.

5. WNEN A WC ~RIER IS WAR~ INCR*E WE RIGw OF WAY TO UOW TNE~C WRIER TO BE PMCEO o~lOE OF ~E SIOEWALK.

;

; APPROVED JA~m~/ ‘6 REVISEDa


~~

3COMMERCIAL/industrial ROAD

70’ RIGHT OF WAY

j STANDARD NO. MC-21 4.03v

L SEE PAWNG SE~ON

4’ THICK CONC./

7“ AT OR~AYS

MC- 110.01 P


t APPW SUBGWE

I PAVING SECTIONGENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY AOMINISTRAnON SPEClmCAnONS FOR MATER~ AND M~OOS

OF CONSTRU~ON.

2. SEE STWDARD NO. MC-811.01 - M~OOS OF GWING SIOE SLOPES.

3. IN ~1~ SEmON OR SUPERE~ATED SE~~) WE HIGH SIOE G~R Pm SLOPE SW EQUAL

I THE PAWENT SLOPE

4. ~W TOP OF CURB (LOW SIOE) ~AnON = FLOWNE (HIGHSIOE) ENAnON –0.19 ‘ (FOR 6,’ CURB HEIGW

5. THIS STANMO P~OSS FOR ONE ~= ME IN EACH OIRE~ON ~0~ ~ Tu~ ~RAGE MES.

6. WERE A CMS I HKS ROUTE (8’ WOE 2 FRN THE PROPERTY UN~ IS SPECIHEO, A WOW OF 16LO”sw SE USED FROM FKE OF CURB TO PROPERTY UN~ (8~ MM OF WAV

7. OBSTRUCnONS IN THE SIOWU THAT MOUTE WE CLEAR WUING SURFACE REWIR~~ OFWE “NERICANS ~ Dl=l~ES ACT - OF 1990 ML NOT BE ALLOWED.

:u B. WHEN A ~C MRIER IS WAR~ INCREASE WE WGHT OF WAY TO MOW WE

% MC MRIER TO BE PWEO OUTSIOE OF THE SIDEWU.

s~a

R APPROVED JAN 5 /96 REVISED MONTGOMERY COUNTY

% OATS DEPARTMENT OF TRANSPORTATIONA

gSECONDARY RESIDENTIAL

DUAL ROAD:~ 76’ RIGHT OF WAYh~ STANDARD NO. MC–21 5.01

% si100, -0” Rfi

& - ;

28’-0” ~. .1. 20, –0” I 16, -O,’ ;

MINIMuM g

.b: - ‘

ky—~

~, _v Iv-o” 4’ -0”

3%— —:;%.

SOOT >~b,,

CURB ND GWR;~_;y~~~

MC-101.O1!~

SEE NOTE 3

SEE PAWNG SE~ON/

$

4,’ THICK CONC.

7“ AT OR~AM

MC-1 10.01 I


B

3“ B~MINOUSCONCR~ SURFACECOURSEIN 2 - 1 1/2” LA~S

3“ ~MINO~ CONCR~ *ECOURSE

APP- SUBG~E

PAVING SECTION

GENERAL NOTES

1. RE~ TO ~D STATEHIGHWAYADMINl~nON SPECl~CAnONSFOR~TERU ND METHOOSOF CON~UCnON.

2. SEE=ANDARDNO. MC-811.01 - M~DOS OF GmNG SIDE SLOPES.

3. IN ~1~ SE~ON OR SUPERWA~ SECnON, ~E HIGH SIDE G~R Pm SLOPE Sti EQUAL

THE PAWEW SLOPE4. WIW 7op m CURB (LOW SIDE) WAnoN = ~OWUNE (HIGHSIDE) EmAnoN -0.19 ,(FoR 6,, CURB HCIGH7).

5. THIS =WDARO PROMDES FOR ONE TRA~ LANE IN EACH DIRE~ON ~0~ ~ 7URN ~ORAGE WES.

6. WHERE A Cm I BIKE RD~ (~ WDE 2 ~ WE PROW UNE) IS SPECIHEO, A WOTH OF 1620”sw BE USED ~M FACE OF CURB TO PW~ UNE.

7, O~U~ONS IN THE SIOEWM MT MOLATE THE CLEAR WALKING SURFACE REQUIREME~ OF

WE “MERIMS ~ O*l~ES ACT . OF 1990 WLL NOT BE ~0~.

6. WHEN A -C ~lER IS W~ HOLD A MINIMUM OF ~–~ GREEN SPACE

B~EEN WE CURB MD THE Sl~U.

APPROVED +REVISED MONTGOMERY COUNTY


SECONDARY RESIDENTIAL

DUAL ROAD100’ RIGHT OF WAY

c STANDARD NO. MC-21 5.02

mz= %

84’ -V R/W i

E Eg 14,-W, 20, _o,, - 16, –o,, 2U -0” - I .14, -0” fg g

~, –0,, n ~ n~—~4 —

~, _w f 7’ -0,, ! 7, -0,,5 -w

:;%. : .~ _,%

~eo~ u

4&!4%3% — P—n “-2:,

r’Soo Soo Soo

4:, %.

‘/

>%

‘4

COMBINAmONCWBINAnONCURB & GWR ‘tic

CURB NO G~R Mc_l M.ol oR

[s= ,AMN, sE~~~’3

MC-101.O1

4’, THICK CONC. ‘

7., AT ORHAYS U

MC-1 10.01


B ~~

3“ E~MINOUSCONCR~ SURFACECOURSE IN 2 - 1 1/2” U=

5“ B~MINOUS CDNCR~ -E

COURSE

~PRo~ SU~WE

PAVING SECTION

GENERAL NOTES

1. REFERTO ~0 STATEHIGHWAY~MINISTRAnONSPECl~WnONSFORMATERM ANDUEFHODSOF CONSTRU~ON.

2. SEESTANUD NO. MC–611.01 - METHOOS OF GWING SIOE SLOPES.

3. IN WIW SE~ON OR SUPERE~A~ SE~ON, THE HIGH SIOE G~ Pm SLOPE Sw EQUk

THE PAWM~ SLOPE4. mlw 7op OF CURB (LOW SIOE) mAnoN = FLDWUNE (HIGHSIDE) EHAnoN –0.19, (FOR 6,, CURB HBG~.

5. THIS STWDARO PMOES FOR ONE ~~ ME IN EACH OIRE~ON ~0~ W TURN STOWGE WES.

6. wERE A Cm I MKE ROUTE (8, WOE Y FRDM ~E P~PER7Y UNE) IS SPECIHEO, A WIOTH OF 16~0”SW BE USED FROM FACE OF CURS TO P~P~ UNE

7. O*UCmONS IN ~E SIOEW~ MT MOUTE ~E Cm WUING SURFACE REOUIRmE~ OF

WE .N~lMS ~ OlWl~E5 ACT “ OF 1980 WL NOT BE ALLOKD.

8. WHEN A MC MRIER IS W~~ INCRWE THE RIGHT OF WAY TO MOW ~EWC MRl~ TO BE PLACSD O~lOE OF THE S[DMM.

APPROVED JAN 5/96 REVISEDDATE


PRIMARY RESIDENTIAL

DUAL ROAD84 ‘ RIGHT OF WAY

. STANDARD NO. MC–21 6.01

si $100 ‘ -O,, R/w

c -: 16, _o,, 20’-0,,0 MINIMUM

WRB ANO G~R

~ SEE PAMNG SE~ON

J

4“ THICK CONC. ]

7“ AT D~AYS

MC–1 10.01


I 3“ B~MINOUS CONCR~ SURFACECWRSE IN 2 – 1 1/2,, LAW~

I 5’, B~MINOUS CONCR~ S4SE

~URSE I

I PAVING SECTION

I GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY ~MINISTRAnON SPECIRCAnONS FOR MTERW NO M~OOS

OF CONS7RUCnON.

2. SEE ~ANHO NO. MC-81 1.01 - M~Om OF G~lNG SIOE SLOPES.

3. IN ~1~ SE~ON OR SUPER~AEO SE~ON, THE HIGH SIOE G~R Pm SLOPE SHALL EQM~E PAW~ SLOPE.

4. wIw TOP OF CURB (LOW SIOE) EwAnoN = nmNE (HIGHSIOE) @AnoN –0.19’ (FOR 6’, CURB HEIGHT).

5. O_U~ONS IN THE SIO~~ ~T WOWTE THE Cm WUING SURFACE REWIREM~ OFTHE ‘NERICANS ~ 01~1~~ ACT “ OF 1~0 ML NOT BE ~WD.

6. WHEN A ~C MIER IS W~ INCREASE THE RIG~ OF WAY TO ALLOW WEWC MMER TO BE PMEO O~lDE OF THE SIOEWU.

APPROVED JAN 5/96Mm

k

REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

PRIMARY RESIDENTIAL

DUAL ROAD100’ RIGHT OF WAY

--i STANDARD NO. MC-21 6.02

Ilfi”. ~

/9

COMBINAmONCURB ANO GU7TERMC-1 OO.O1SEE NOTE 3

SEE PAWNG SECmON

uziE

g

u&z o 4%+

r

%* TA fSoo

COMBINAnONCURB & GUTTERMC- 100.01 OR

MC-101.O1

4’, THICK CONC.

7“ AT DR~An

MC-11 O.O1 ‘J


3“ BnUMINOUS CONCRETE SURFACECOURSE IN 2 - 1 1/2 IWYERS

5- B~MINOUS CONCR~ BASECOURSE

I 8’, GWEO AGGREGATS WE

COURSE IN 2 - 4,, LAKRSI

* SUBGRAOE OWNS REOUIREDSEE MC-525.01

3 “ B~MINOUS CONCRETE SURFACECOURSE IN 2 - 1 1/2 “ LAYERS I

=ALTERNAE

PAVING SECTION

GENERAL NOTES

1. REFER TO MwD STATE HIGHWAY AoMINl~nON SPEClflCAnONS FOR WTERIAE ANO M~OE

OF CONSTRUCnON.

2. SEE STANDARO NO. MC–81 1.01 - M~OOS OF GWING SIOE SLOPES.

3. IN ~lCAL SECTON OR SUPERELEVATED SECnON, THE HIGH SIDE GU~ER Pm SLOPE SHALL EaM

WE PAVEMENT SLOPE

4. Wlw TOP OF CURB (LOW SIOE) EwAnoN = ~OWUNE (HIGHSIOE) EmAnoN -0.37, (FOR 6,, CURB HEIGm),

5. A CMS I BIKE ROUTE SHALL BE PROWOEO IF REaUIREO S A RESULT OF THE O~ELOPMENT P~ESSOR IF SPEClflEO IN THE MR PLAN.

6. OBSTRU~ONS IN THE SIOEWALK MT WOLATE THE Cm WALKING SURFACE REaUIREMENTS OF

THE ‘NERIMS W~ OIWl~ES ACT “ OF 1990 WLL NOT BE ~OWEO.

7. WHEN A MC MRIER IS WR~ INCREASE WE RIGHT OF WAY TO UOW THETRAFflc WRIER TO BE PuCED O~lOE OF THE SIOEWM.

REVISED MONTGOMERY COUNTY


A ::;:?::ARTERIAL DUAL ROAD

100’ RIGHT OF WAY

: STANDARD NO. MC–217.01

I

,

a;,

A

Y ui

11o’-V Rfl5

~ - - Elg, -0,,

2 —26 ‘ –O” 20, -0,, 2V -o”

g19’ -0,, :

g

2,-o”a y ~ z -o”iE& _5’ -o”

2:7 ~~

~2%—

Ttifl;’ph*. ~.—3% -% 0 4%—

3%—k rp1

““’E ~~ ~SOD

COMBINAnONCOMBINAnONCURB AND GU~ER

CURB & GU~ER

< ~

MC– 100.01MC-1 OO.O1 OR

,_##z-o”

g, _o,,SEE N07E 3 MC-1 OI.O1

2:1 ~ 2z_ ~~_SEE PAMNG SECnON

*4,, ~[CK CONC.

son - 7“ AT DRIWAYS

L___

Mc–llo.ol I

1 1/2” SURFACE COURSE;l~~~;o~;ofi\;R~E TYPICAL ROAD SECTION

+

“ B~MINOUS CONCRETE SURfACE

COURSE IN 2 - 1 1/2,’ LAYERS

5’, B~MINOUS CONCRE7E mE

COURSE

8“ GRADSD AGGREGATE BASE

COURSE IN 2 – 4’, LAYERS

* IAPPROKO SUBGWE I

PRE~RRED

3“ B~MINOUS CONCRETE SURFACECOURSE IN 2 - 1 1/2” LAYERS

9“ B~MINOUS CONCRHE BASECOURSE IN 2 - 4 1/2” LAYERS

*

APPRO~ SUBGRAOE

ALTERNATE

*SUBGRAOE ORAINS REQUIREDSEE MC–525.01

PAVING SECTION

GENERAL NOTES

1.

2.

L

4.

5.

6,

7

REFER TO ~0 STATE HIGHWAY ~MINISTRAnON SPECIHCAnONS FOR wTER~ ANO METHODS

OF CO,NSTRUCnON.

sEE STWOARO NO. MC–81 1.01 - M~OOS Of GRAOING SIOE SLOPES.

IN VPIW SECnON OR SUPEREHATED SECnON, THE HIGH SIDE G~R PAN SLOPE SMLL EOUAL

WE PAWMEW SLOPE

~lCAL TOP Of CURB (LOW SIDE) ELNAnON = FLOWUNE (HIGHSIOE) E~AnON -0.37 ‘ (FOR 6“ CURB HEIGHT).A CKS I BIKE RO~ SW BE PROWDEO IF REOUIREO AS A RESULT OF THE DNELOPMENT PROCESS

OR IF SPECIHED IN WE MASTER PM.

OBSTRUCnONS IN THE SIDEWW THAT MOLATE THE CLEAR WALKING SURFACE REQUIREMENTS OF

THE “NERICANS W~ OISASl~ES AH - Of 1990 WILL NOT BE wOwEo.

WHEN A -C MRIER IS WARMD HOLD A MINIMUM Of 7’-0” GRESN SPACE

B~EEN ~E CURS ND THE SIOEWALK.


-A ;:;:2:

DIRECTOR, D@. OF TRANS.ARTERIAL DUAL ROAD

. . A 110’ RIGHT OF WAY

CH STANDARD NO. MC–217.02

120’ -w RNi

20’ -w’ I

- c26, -0,, 28’-0” . 2s –o” zoo _o,, E

;wz

+ —~ 2 -o”

.2

,~ --

13 - “k~

5, -w

+% o 4z—2z— 3%— —2% . 2:, ~

SOD iI \*.

7R ~

SOD Soo

COMBINATIONCURB ANO G~R

w

,_,, MC-1 OO.O11w -u’ SEE NOTE 3

sEE PAMNG SECTON

COMBINAnONCURB & GU~RMC–1 00.01 OR

MC-101.O1 Pi

4,, ~lCK CONC.

7S, AT DRIVEWAYS u

MC-11 O.O1 I

(ALTERNATS 8, BIKEpATH)

13 “ B~MINOUS CONCR~ SURFACE

I COURSE IN 2-1 1/2,’ mKRf

5“ BITUMINOUS CONCR~E WECOURSE

8,, GRAOED AGGREGATE BASE

COURSE IN 2 - 4,, w~RS

*

1 APPROVED SUBGRADE

PREFERRED

* SUBGRAOE D~lNS REQUIREDSEE MC–525.O 1

PAVING SECTION

GENERAL NOTES

1. REFER TO WWO STATE HIGHWAY ~MINISTRAnON SPEClnCATIONS FOR WTERIALS ANO M~OOS

OF CONSTRU~ON.

2. SEE STNORO NO. MC-81 1.01 – M~OOS OF GWING SIDE SLOPES.

& IN WIW SECnON OR SUPEREwATEO SECnON, THE HIGH SIDE G~R PAN SLOPE SW EQUAL

WE PAEMENT SLOPE .

4. ~1~ TOP OF CURB (LOW SIOE) ELEVAnON = FLOWUNE (HIGHSIOE) ELEVAnON –0.37 ‘ (FOR 6 “ CURB HUGHT).

5. A CLASS I BIKE RO~ SHM BE PROWOEO IF REOUIRED AS A RESULT OF THE D~LOPM~ PROCESS

OR IF SPECIHED IN THE -R PM.

6. OBSTRUCmONS IN THE SIOEWALK MT WOLATE ~E Cm WALKING SURFACE REQUIREMENTS OF

THE “MERIMS W~ OIWl~ES ACT “ OF 1990 wlu NoT BE flowEo.

7. WEN A HC ~R[ER IS WARRANTED HOLD A MINIMUM OF 7’–0” GREEN sPACE

B~EEN THE CURB ANO THE SIOEWW.


A r-;;!::

DIRECTOR, PT. OF TRANS.ARTERIAL DUAL ROAD

120 ‘ RIGHT OF WAY



:,. ”. . .

CMS 1 mmAm(SEE NOTE 14)

PAVING

*su9GWE t WPROVED SUBGRADE 1

DMNS REQUIREO PREFERREOSEE MC-525.01

1.

2.

3.

4.

5.

6.

?.

8.

9.

10.

11.

12.

13.14.

4 CONCR~ -6. AT DRlmA=

SECTIONS

I3“ B~MINOUS CONCRDE SURFACECOURSE IN 2 - 1 1/2 UYERS

mKTERNATE

GENERAL NOTESREFER TO ~D ~ATE HIGHWAY ADMINISTRATION SPECIFIMnONS FOR MTERwS ANO M~OOS OF

CONSTRUCnON.

SEE SFANOARO NO. MC-81 1.01 - METHOOS OF GRAOING SIDE SLOPES.

PUBLIC UTILW XEMENTS (PUES) ARE SUWECT TO THE TERMS AND CONOMONS OF A DOCUMENT

ENnTLEO ‘OEC~nONS OF TERMS NO PROWSIONS OF PuBUC ~um ~EMENTS” MT IS RECOROEO

IN THE UNO RECOROS OF MONTGOMERY COU~ IN UBER 3834 AT FOUO 457.THE SIDE OrCH IN mLL SLOPES MY BE ELIMlmTEO IN ~= NoT -R P~NNED FoR OMLopMENT

ONLY -R OVERLANO FLOW PATH WO EROSION POTENTL4L ARE CONSIOEREO.A PHYSlW ROOT HRIER SWL BE PROMOEO WHERE STRE~ TREES ME CLOSER N SIX FE~ TO A

SlOEWWK OR BIKEPATH. MINIMUM OEPTH OF ROOT BARRIER Sw BE EiG~EN INCHES. ROOT WRIERS*LL E~NO A MINIMUM OISTWCE OF 10 FE~ LONGmUOINALLY ON E~ER SIDE OF THE TREE.

SEE STNO~DS NO. MC-701 .01 NO MC-7D3.02 FOR SPECIES. SIZE NO SPACING OF STREET TREES.WHEN uSING THIS 5TWOAR0, ~ WGES SHALL BE SET ~CK A MINIMUM OISTWCE OF 20 FEET,

MEASUREO FROM THE 8ACK EOGE OF THE SIDW~K (OR BIKEpATH. K AppRopR~TE).

STREET UGWING POLES ~E TO BE LO~TED M OIRECTEO BY THE MONTGOMERY COUNTY OEP~ME~ OF

PUBLIC WORKS NO WSPORTAmON.

PU8UC lMPROVEME~S ~EMENTS (PIEs) ME TO BE GRANTEO BY A S~ SPECIFIC DECWTTON OF THE

PuBuC lMPROVEME~S XEMEW 00CUMENT. T*T DOCUMENT IS TO BE RECOROED IN THE MO RECOROS

OF MONTGOME~ COU~, ~D AND REFERENCZO ON THE RECORD PLAT.

THE 2-FOOT WIOE SECTIONS OF THE PIEs BEHINO THE SIDEWALK/BIKEPAW ~E TO UOW FOR THE

CONSTRU~ON, RECONSFRU~ON, MO mNTEWCE OF THE SIOEWUS ND BIKEPATH (NO THElN~WnON OF sTREEFuGHTING BEHINO THE sloWAK ND/oR WE BIKEpA~. IF REQulREo ~ ~EDWSION TRAFFIC MO PARKING SEWCES).SEVERAL OF THE DIMENSIONS SPEClflEO ON THIS STWDARD REFLECT MOOlflCATIONS TO THE V&UES

SHOWN ON STmDARD NO. Mc-301 .03 (REsIoE- ORmAy/OpEN sEcnoN RO~).

DR~AYS WILL BE CONSIDERED ON A CASE BY ME BASIS BuT ~E NOT TO BE ENCOUMGEO ON~TERM RO~WAfi. OR~AY PIPES L4RGER ~ 15“ x 21. MAY NOT BE uSEO W~ THIS 3N0AR0.

ELEVAnON AT THE FROm EOGE OF SIOEWM/BIKEPATH = O~lDE EDGE OF PAVEO SHOULDER ELEVAnON + 0.46’BIKEPATH WILL BE REQuIREO ONLY IF SPEClmED IN THE -R PM OR IF INCLUDED = A CONOMON

OF SUBOMSION WPROVAL

APPROVED /*REVISED MONTGOMERY COUNTY DEPARTMENT

OF PUBLIC WORKS AND TRANSPORTATION

A z-j:!:; ARTERIAL DUAL ROAD

OPEN SECTION WITH SIDEWALK

FBIKEPATH, AND STREET TREES

o.C STANDARD NO. MC–217.04

,/

se _v, h~

4% o 4z—2z- —3% nr

x /%SOD

COMBINA70NCURB & GU~RMC– 100.01 OR

MC–101.O1

I I fip.

T4

COMBIMTIONcURB ANO GU~RMC–1OO.O1sEE NOTE 3

~ ~~E ?A~NGsEcnoN


●

3“ B~MINOUS CONCR~ SURFACECOURSE IN 2 – 1 1/~ LAYSRS

* INPROWO SUBGRAOE

PREFERRED

* SUBGWE ORAINS REQUIREDSEE MC-525.O 1

4’, TNICK CONC.

7“ AT DRwEWAE

MC–1 10.01 v

3“ B~MINOUS CONCRETE SURFACECOURSE IN 2 – 1 1/2 ,’LAYERS

9“ BTUMINOUS CONCR~ BASECOURSE IN 2 – 4 1/2” LAYERS

*

APPROVEO SUBGWE

AERwTE

SECTIONPAVING

GENERAL NOTES

1. REFER TO ~D STATE HIGHWAY ~MINISTRATION SPEClflCAnONS FOR MATER~S ND M~OOS

OF CON~U~ON.

.2. SEE =ANOARO NO. MC-8t.l.01 - ,MVOOSOF G~~ ~oE SLOPES.

‘i’l N ~lti’SE~ON’OR SUPERtiA~ SEmON,’mE HIGH SIDE G~ PAN SLOPE’ SHAti’” EQUALTHE PAWM~ SLOPE

4. wICAL TOP OF CURB (LOW SIOE) -AnON = flOWUNE (HIGHSIDE) ELEVAnON -0.73’ (FOR 6“ CURB HEIGHT).5. A CMS I BIKE ROUTE SHti BE PROWDEO IF REQUIRED = A RESULT OF WE OMLOPMENT PROCESS

OR IF SPECIHED IN ~E WR PM.

6. OBSTRU~ONS IN THE SIOEWw WT WOUTE THE CM WALKING SURFACE REQUIREMENTS OF

THE ‘NERICANS W~ Ol%l~ES ACT - OF 1990 WILL NOT BE UOWEO.

7. WHSN A wmc WRIER IS wm~ INCRME THE RIGHT OF WAY To Mow m~~C URIER TO BE PLACED O~lOE OF THE SIOEWU.

APPROVED /s~ ~ fio 4 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

A g-i::::

DIRECTOR, D&T. OF TRANS.MAJOR DUAL ROAD

120’ RIGHT OF WAY

CHIE STANDARD NO. MC–21 8.01

MC–101.O1

4,’ THICK CONC. [ /7“ AT DR~A= ‘1

MC-11O.O1

“1 —(MTERNATE 8’ BIKEPATH)


13 “ B~MINOUS CONCR~ SURFACEI

I 8“ GWEO =REGATE BASE

COURSE IN 2 - 4“ LA- 1I * IE


m cw”E’N2-’’’2””-9 B~MINoUS CONCR~ SASE

COURSE IN 2 - 4 l/~ LA-

*

WP~ SUBG~E

PREFERRED

* SUBGWE OWNS REQUIRED PAVINGSEEMC-52S.01

GENERAL

1. REFER TO ~0 ~ATS HIGHWAY AOMINISTRATON

OF CON~UmON.

ALTERNATE

SECTION

NOTES

SpEclnCAnONSFORMATERM ND M~OOS

2. SEE STANDARD NO. MC-B1 1.01 - M~ODS OF G~lNG SIOE SLOPES.

3. IN ~W SE~ON OR SUP~=ATEO SEmON, THE HIM SDE ~ PAN SLOPE SW EQM

THE PA~M~ SLOPE

4. Wlw TOP OF CURB (LOW sIo~ EmAnoN = FLOWNE (HIGHSIOE) ~ATON -0.37, (FOR 6“ CURB HEIGw).

5. A CLASS I BIKE ROUTE SW BE PRDMDED IF RZQUIREO AS A RESULT OF WE O=OPM~ PROCESSOR IF SPEClflED IN THE ~R PM.

6. O~U~ONS IN THE Sl_ti mT MOU~ THE C- WUING SURFACE REQUIREM~ OF

~E “NERIMS W OIWl~ES ~ “ OF 19g0 HLL NOT BE ~o~.

7. WEN A ~C -IER IS W~ HOLD A MINIMUM OF 7’–~ GREEN SPACE

B~ WE CURB WO THE SDEWU.

APPROVED JAN 5/ 96 REVISED MONTGOMERY COUNTYDAK DEPARTMENT OF TRANSPORTATION

MAJOR DUAL HIGHWAY150’ RIGHT OF WAY

STANDARD NO. MC–21a.02

Y 2z

8U –U, R~i

k -15’ -w 1.~~ , _o,, I 10’ -0,, 2U -o”

g -

3%— ‘—

— SEE PAMNG SE~ON

4,, ~lCK CONC.

7’, AT O-A=

MC-1 10.01 v

SEE NOTE 2


3“ B~MINOUSCONCR~ SURFACE

~uRSE IN WO 1 l/2’’ MYERS

9 B~MINOUS CONCR~ MECOURSE IN TWO 4 1/~ LA-

4“ GWEO AGGREGA~ BASE

APPm SUBGWE

PREFERREO ALTERNATE

* SUBGRAOE OWNS REQUIREOSEE MC-525.01

PAVING SECTION

GENERAL NOTES

1. R~ TO ~0 STATEHIGHWAYAOMINISTRAnONSPEClflCAnONSFORMTER~ WO M~ODSOF ~NSTRU~ON.

2. WHEREBUILOINGSAREGEN~Y L~~ ATTHEP~PERTYUNE,THESIDEWALKSW ~NO~OM CURBTO PROPERTYMNE~ A 5’ WIOEBY5’ LONG(OR BYVARMLEOR CO~NUOUSLENGTH)SPACEFM TREEPWNGS.

3. oBSTRU~ONSIN WE SIOEWU ~T wOLATEWE CLEARWALKINGSURFACEREQUIREM~ OFTHE.NERICANS~ OIW~ES ACT. OF 1990 ML NOTBEALLO-.

4. mICAL TOPOF CURB(LOWSIOE)~AnoN = mowuNE (HIGHSIOE)wAnoN –0.19’ (FORs, [email protected]. THIS STNWO PWOES ONE TRA~ ME IN WH OIRE~ON W~OW @ TURN STOWE LANES.6. WHEN A ~C ~lSR S WX~ lNCR~E THE RIG~ OF WAY TO ALLOW THE

~C -IER TO BE PMEO O~lOE OF THE SIOEWM.

APPROVED JAN 5/96 REVISED MONTGOMERY COUNTYMTE DEPARTMENT OF TRANSPORTATION

COMMERCIAL/industrial

DUAL ROAD

80’ RIGHT OF WAY

c STANDARD NO. MC-219.01

g ?100, –U, R/W

i

- c

E E~, –~,, L

SEE PAWNG SE~ON

4“ THICK CONC.

7’, AT OWAYS

MC-1 10.01

SEE NOTS 2


3“ B~MINOUSCONC= SURFACECOURSEIN TWO1 1/2 “ LA-

9 B~MINOUSCONCR~ WECOURSE IN ~0 4 1/7 M-

4“ G~EO AGGRE~= BASE

APPRO~ SUXRAOE

PREFSRREO ALmNATE

* SUBGRAOE OWNS REQUIREOSEE MC-525.01

PAVING SECTION

GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY AOMINl~nON SPEClflCAnONS FOR WTERti ANO MEFHOOS

OF CON~U~ON.

2. WHERE BUl~NS ARE GENEMY L~~ AT THE PROP~ UNE, THE SOEWfl SW ~D~M CURB TO P~~ UNE W~ A 5’ WOE BY 5’ LONG (OR W VARW OR CO~NUOUS ENGTH)

SPACE FOR 7REE PWNGS.3. O~U~ONS IN TNE SIOSWU MT WOLATE THE CLEAR WUING SURF~E REQUIREME~ OF

THE “MERIMS W~ OIM~S ACT “ OF 1990 WILL NOT BE ALLO~.4. ~lCAL TOP OF CURB (LOW SIDE) ELSVA~N = FLOWNE (HIGH sIo~ -AnoN –0.37’ (FOR 6,’ CURB HEIG~.

8. WHEN A -C MRIER IS WAR~ INCREASE THE RIGHT OF WAYTO ALLOW TNE MC MIER TO BE ~ O~OE OF THE SIDEWW.

APPROVED JAti 5/96 REVISED MONTGOMERYMTE


COMMERCIAL/industrialDUAL ROAD

100’ RIGHT OF WAY

c STANDARD NO. MC–21 9.02

x gi 2

c -112’ -W R/w

; ,~,-~! ~2,_o,,

g

I2, -~ a

I

coMmNAmoN

— SEE PAWNG SE~ON

4,, ~lCK CONC.

7“ AT DR~A~

MC-1 10.01

SEE NOTE 2


PREFERREO MTSRNATE

*suBGwE DMNS REOUIREDSEE MC–525.01

PAVING SECTION

GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY ADMINISTRAmON SPECIHCAnONS FOR WTERM MO M~OOS

OF CONSTRUCnON.

2. WHERE BUILDINGS ARE GENWY L~TEO AT THE PROPE~ UNE, THE SIDEW~ Sw ~D

~M CURB TO PROP~ UNE WFTN A 5’ WIDE N 5’ LONG (OR ~ VMWU OR CO~NUOUS KNG~)

SPACE FM TREE PMNGS.

3. OBSTRU~ONS IN THE Sl~ALK THAT WOUTE THE C@ WUING SURFACE REQUIR~~ OF

THE ‘WERIN ~ DWl~ES ACT - OF 1990 WLL NOT BE ~0~.

4. TOP OF CURB (LOW SIOE) QAnoN = mNE (HIGH SIOE) EHAnw – 0.s’ (FOR r CURB HHGW).

5. ~lS =MMO P~DES TWO ~VSL LANES IN EACH OIRE~ON WTTH ~ ~RN gORAGE LANES.6. WHEN A MC BARMER IS W~ lNCRE4SE THE RIGm OF WAY TO uow WE

~C -1~ TO X PWED O~lOE OF THE SIOEWALK.

APPROVED JANm~/96REVISED MONTGOMERY COUNTY


COMMERCIAL/industrialDUAL ROAD

112’ RIGHT OF WAY

. STANDARD NO. MC–219.03

z ~3

z -120’ -0,’ Rfi

~ 15, -0,, 36’ -0,, 18’-0’,

2’ –0’, ~ 1

: ,Ke

nz-~A —

~

5’ –o”E

8’ -w y _o,,

~e:* I ~_ —4% ~ 4%— I

— 3% 3x—

‘tic” SOD~ SOo ~’~ko,

mMBINAnoNCURB & ~MC–1OO.O1

— SEE PAWNG SE~ON

4,’ ~lCK CONC.‘1

7“ AT OR~AYS

MC-1 10.01

SEE NOTE 2


❑ &

PREFERRCO ALTERNATE* SUBGWE OMNS REQUIRED

SEE MC-525.01

PAVING SECTION

GENERAL NOTES

1. REFER To ~0 STATS HIGHWAY AOMINISTRAnON SPECIHCAnONS FOR WTERW ND M~OOS

OF CON~U~N.

2. WHERE BUILDINGS ARE GENERALLY LO~~ AT THE PROP~ UNE. WE SIOEWM Sw 8E15 WOE WMNG A 5’ WOE BY 5, LONG OR (BY VARMLE OR CO~NUOUS ~GTH) SPACE FOR

~EE PW~.

3. OBSTRU~ONS IN WE SIOEWM ~T WOLATE THE C- WUING SURFACE REWIREM~ OF

~E “N~CANS ~ M*l~ES ACT “ OF 1990 WILL NOT BE ~WSO.

4. TOP m cum (LW si~ -AnoN = FLOWUNE (HIGH SIOE) wAnoN – 0.67, (FOR w CURB HmG~.

5. THIS STNWO P~M~ TWO OR ~REE TRAVEL MES IN EACH DIRE~ON.

6. WHEN A ~C MRIER b W~~ INCRXE THE MG~ OF WAY TO ALLOW WE~C ~RIER TO BE PMED O~lOE OF 7HE SIOEWALK.

APPROVED JANM~/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

COMMERCIAL/industrial

DUAL ROAD

120’ RIGHT OF WAY


~’i~”~/ \/i \1

0 01 +m i

-z -~> ~ g% ,

+ Do , >V y +ok . ok -

~ Lo g - .0 aOU

$Ow “

WYT_ ~k COMBIWnON CURB w~

L ! AND G~R g’ 1FNE OF CURB ; MC-1 OO.O1 ~

\l I

i i

i T ~

FXE DF CURB TO w -0- w.FACE OF, CURB _m F= OF CURS

~++

\—

26’-0” w. L;

7

* &’ -0 $ ~&4 ‘

~E OF &{

<P -10, 4“ m.PA~~ ~ ~ Fti OF CURB

20, –0,,

* OIMINISH CURB HHG~ FROM6“ m 0’, IN 4,4”.

APPROVED JAN 5/ 96 REVISED MONTGOMERY COUNTYOA= DEPARTMENT OF TRANSPORTATION

RESIDENTIAL ROAD INTERSECTION

OPEN SECTION WITHCURB AND GUTTER PtiCEMENT

c STANDARD NO. MC-220.01“.

GENERAL NOTES

!. ~lS SWWD My BE USED ONLY w PRIOR *PRWM OF McDOT AT ~E pRmMIW PW wAGE.

2. WE N~EST POl~ OF ~ OR~AY W~N ~SION Sw NOT BE LOUTEO W~lN 2S OF WE POl~OF CUNA~RE OF TNE CURB AND G~ AT ~E l~ECnON.

3. mlS STWMD IS APPUMLE TO WE l~SE~ON OF ~, SECONDARY OR PRI* RESIDE- ROADS

~ PRIW RESID~ WS.

4. PARKING WILL NOT BE ALLOWED ~lN WE TAP~ED ~D NARROWED PO~ON OF TNE PRI- RO~.

5. STR~ TREE PLA~NGS SW BE DONE IN ACCORMCE ~ MCNT STND~O MC–~.01

6. SIOEWUS SW BE P~DED IN ACCORME ~ ~E WPUCABLE ROW STAND~DS AND ST~OARD

MC–1 12.01 FOR RESID- SIOEWU WPS.

APPROVED JAN 5/96 REVISEDWE


TRAFFIC CONTROL INTERSECTION

RESIDENTIAL ROADS

STANDARD NO. 221.01

●

e

●

GENERAL NOTES

1. THISSTNDAROMAYBE uSEDONLY~ THEPRIORMP~~ OF MC~T AT THEPR~Ml~ PM 9WE.2. THISSTN~O IS APPuMLE TO l~~ONS OF ~. SECONH ANOPRl~ * ~ O~ER

~, SECON~ OR PRl~ W. ~ IS NOTAPPUMLE TO ROADS~OUT CURBMO G~R.3. THENWEST PDIN OF~ DR~AY NRON ~SIWS SW NOT BE L~TEO ~lN 2S OF THE POIN

OF CUWATURE OF CURB AND G~ AT THE l~ECTTON.

4. MCOOT STN~D MC-1 00.01 CURB NO G~ MUST BE USED WIN TNE UM~ OF WE CIRCW INSIOE WIUS

NO O~lOE WIUS TO TNE P~NT OF CU~AWRE OF CURB WD G~ ON THE CONNECnNG STR~. USE

A 1% MINIMUM G~ GWE ~CEPT ~UND THE ISMD.

5. STR~ TREE PWNGS SW BE IN AC~ANCE ~ MCDOT STNMD MC-=0.O 1.

6. SIO~M SW BE ~DED IN ACCDRMCE ~ THE APPUCABLE RM ~ANMDS ANO =MWO MC-1 12.01

FoR RESID~ SIDNU MPS. THE Sl~U SW ~0 MONG ~E l_E~ON TRUNWmON, ONE

FOOT ~M WE PROP~ UNE. SIO~M MK ( 8 TOTU ) SW BE L~TED AT WE END OF EACH

CURB TANG~ ON EACH LEG OF ~E l~E~ON.



TRAFFIC CONTROL CIRCLE

RESIDENTIAL ROADS

STANDARD NO. MC–221 .02v

,..-”

1

I a m

\‘:.

ROADWAYCMSIFl~nON

A B c D E F

~ 27, -G,, 26, -~, 66’ -w 15, _o” 28, -~ ~. –~

~ ~, _~ 26; _~ 110,–0” 15’ –w 28’ -w ~, –~,

SSCDNW so, -w 26, –~, 120’ -w 15’ -w 28, -~ ~! -~

Wlw 70, -0,. 36,-0” 120’ –a’ , ~, -0,. 28, _o,, ~ –~

~M./lNOUST. ~, _~ 50, _~ lm’ -r 24,-0” 36’ -W’ so, –w

~M./BUS. DIS. m, –w’ so, -~, lm’ -w 24, -V 36, -0,, ~, ~!,

NOE DIMENSIONS TO CURS ARE AT FLDWUNE

GENERAL NOTES1. P~OE 1% MINIMUM ~WUNE G~E. TOP OF CURB @AnONS ~E REQUIRED ON PMS FOR ~ CURB

AT I-ALS NOT TO ~C= 50 =.

2. =CEPT FOR CDNM-BUSNESS DISTRICT WD MMWINDU~W -S, TNE Cm ISMO ISO~OW DEPENOING ON Pm ~~~ SY MCDOT. WERE WE ISMO IS NOT USED, WE C~R ~EA

SW BE PA~ TO P~OE A S~~ G~E ANO ~~ DWNAGE

3. CURB MD G- ~UND ISMO WY BE ~ER MC-1 00.01 OR MC-101 .01 ~ SPILL G~.

4. SIO~ALNS, WERE REQUIRED, Sw BE LMTED IN XCORDANCE ~ ~Pu~E ~~AY SANMOS.

GENERAL NOTES1. PRmOE Z MINIMUMD~CHG~E. EDGEOF PA~ENT ND O~CHE~AnONS AREREQUIREDON PMS

AT 1~~ NOTTO ~CEEO 50 ~.

2. THE CE~ ISMD IS O~OW WERE ISMO IS NOT USED, THE CENTER AR~ SW BE PA~TO P~MOE A SMOO~ G~E WO POS~ OWWE.

3. CURB NO G~R ~UNO ISWO Wy BE ~m MC-1 00.01 oR Me-l 01.01 ~ splu G~R.

AppRov~o JAN 5/96 REVISEDDATE


CUL-DE-SACDIRE OPEN SECTION ROAD


~

* DENOTES MINIMUM

GENERAL NOTES

II

___

HSEE NOTE No. 5

SECTION ‘(A–A”

1. ~C MRIER SW CONFORM TO M.S.HA STANDMD MD-660.61.

2. POST SPACING S- BE 12 ‘ -6 “. TNE NUMBER OF _ NO LENG~ OF ~C WRIER (C. TO C. OF

END -) SW BE X SHOWN IN TASLE ~~ WO 2 ‘ -1 1“ TO “ L“ FOR TOTM LENGTH OF ~C WRIER.

3. PAWNG SECnON THWUGH TU*OUNO SW CONFORM TO NORW RO~WAY PAMNG SE~ON.

4. FOR ~ M ~ 27 ‘ –4 “ RIGHT-OF-WAY, ADOmONAL MEM~ BEYONO THE PUBUC lMPROEM~

-~~ WY BE REQURED.5. TEMPDM CURB PER MC-1 ~.01 SW BE INSTALLEO WHERE REQUIRED TO P~DE PDS~ OWNAGE.

6. ~E lN=UnON OF O-AY NRONS ~lN THE UM~ OF THE TURMOUND Sw BE D~MINED AT THE

PWMIH PW SAGE AND WILL BE Um ONLY ~ ~E PRIOR *PRWAL OF MCDOT.

7. wERE TEMWW CURB IS NOT USED, CURB NO G~ END TR~~~ SW CONFORM TO MC-220.01.8. P~OE ADDMOW SLOPE ~0/OR wmE EASEM~ AS REQUIRED.

APPROVED JAN 5/96 REVISEDOATS


TEMPORARY TURNAROUND

CURB AND GUTTER ROADWAY


I—f I A

1

?i1 I

&II

*, _o#!

H:

,,D,ri

II [la

4

II

“B “ ?

i=SECTION ,,A–A”

~PORARY SLOPE ~AND/OR OWNAGEEASEMW

ROADWAYCMSlflMTION R/W A B c D L NO.OF

POSTS

SECONW so’ -o “ 20’-0 “ 7, -0,’ 23’ -0,, 14, -0,’ ~ _.,, 5PRIW 7W-o “ 24, _o. 8’-0” 26’ –O,’ 12’–0” 62’ -6,8 6

~RM 60’-0” 24, –0,, 10, –0,’ 28’-0 “ 12’ –o “ 75’ -0,’ 7

GENERAL NOTES

1. ~C WRIER SW CONFORMTO M.S.HA W~DARO MD-66D.61.2. POSTSPXINGSW BE 12-6”. 7HENUMBEROF _ MO LEN~ OF MC WRIER (C. TO C. OF

ENOPOSTS)SW BE AS SHOWNIN T~LE WOK ADD2’-11,’ TO,’L” FORTOTU LENGTHOF ~C URIER.

3. PAWNG SECmON TH~UGH mRwuND SW @NF~M TO NORW ROAOWAY PAMNG SECnON.

4. ~PORARY PIPE SW BE USED WSRE O~H MNOT BE WARPED AROUNO WRNAROUNO OUE TO

RIGW-OF-WAY UMTAnONS ~0 Sw Mm THE REQUIREM~ OF =WMO MC-301.03.

5. PR~OE ADOMOM SLOPE NO/OR DMNAGE ~EMENTS AS REQuIREO.

6. THE lNSTti~N OF DR~AY N~S ~lN WE UM~ OF THE TURNAROUND SW BE DETERMINED AT WE

PREUMIW PM STAGE AND WLL BE U- ONLY ~ WE PRIOR WPWAL OF MCDDT.



TEMPORARY TURNAROUND

OPEN SECTION ROADWAY\

-——— STANDARD NO. MC–223.02

~

3W–W 17-V 2S–~ 2W–V 18~W 10LaC I ZO-W Z7U_T

W-O” 152W 26~~ 20hW’ 24LW 10~V’ 2W-~ 275~U

~-~ 1S-V 26~~ 2d-~ 24L~ 10~W 12d-~ 165-W

*, SEE MCoOT ST~DARD MC-21 0.01 OR MC-21 0.02

TERTIARY, SECONOARY, PRIM~Y, ARTERIALOR BUSINESS DISTRICT ROAD

PROP~ uNEB

B

—A

B

_* *-

NOE USE 251 TAPER FOR ~M RO~WA=.

GENERAL NOTES

1. THISSTWOARDIS WPUM~ TO lNTERSE~ONSOF ~, SECONOH,PRIW, -MOR BUSIN= Ol~lCT ROADSW~ OTNERROADSNAWNG7HEWE OR HIGHERCKSIHCAmON.

2. IN U CASES,THEMED~ SW BE CO-U~ ~ MCOOTSTNOAROMC-1OO.O1CONCR~ CURBANDG~R.

3. STR~ TREEPMNCS SW BE IN ACCORWCE ~ MCOOT =NOARO MC–700.01.

4. SID~MS Sw EE P~OEO IN ACCORMCE W~ TNE APPuMW - NO SIOEWU

MP STNDARDS. ~E SIDEWM Sw ~0 LONG ~E 14TERSECnON TRUNCAnON, ONE

FOOT FROM THE PROP~ UNE.

5. wHERE ~ER RW IS OPEN SE~ON, R- TO ~OSE APPU~E =NOAROS. WE flNW

CONHGURAnON FOR OPEN SE~ON ROADS Sw BE SUMECT TO MCNT APP~k ON A

CASE BY CASE MIS.



MONUMENTAL ENTRANCE


- : &,* SEE MCDOT STWDARD MC-21 0.01 OR MC-21 0.02 ~

12~c ‘- g, :

:

TERnARY, SECONDARY. PRIMY. ARTERlkOR BUSINESS Dl~lCT RO~

pROPEm uNE B n

—A

?

~

NOE uSE 251 TAPER FOR _W RO~WA~. 1z~ o“

s

GENERAL NOTES


MONUMENTAL ENTRANCE

WITH ACCEL./DECEL. LANES

c STANDARD NO. MC–224.02?

L

,

150~0” Rfi

1520” i 26~o” I 20LO” i 26~o” I ~~~o,, f 41’-0”I NSm WAY

EDGE TRANSIT WAY

NO=

1. WSm WAY DESIGNATED FOR DCLUSM USE SY NST INCLUOING H~W OR UGW~L ~lCLES AND BUSES.

APPROVED JAN 5/96 REVISED MONTGOMERY COUNTYDATE DEPARTMENT OF TRANSPORTATION

EDGE - TRANSIT WAYDIREC bE~. OF TRANS.

\ 150’ RIGHT OF WAY

CHI STANDARD NO. MC–225.01

,,

,

<

,

15020” R/W

1520”. iI

I

MEDIAN TRANSIT WAY

APPROVED JAN 5/96 REVISEDWE


MEDIAN TRANSIT WAY

150 ‘ RIGHT OF WAY

STANDARD NO. MC-225.02w v

7020” R/w (min.)

EXCLUSIVE TRANSIT WAY

NO=

1, NSm WAY OSSIGNA~ FOR =CLUS~ uSE ~ TRANSm INCLUDING HSAW OR UG~ML WICLSS WO BuSSS.


DIRE , EPT. OF T~ANS.EXCLUSIVE TRANSIT WAY

@d-

70 ‘ RIGHT OF WAY

STANDARD NO. MC–225.03/ u

5, -0,, 10,-0>, MINIMUM TO s -0’,,

~ RESIO~ w 20, -0 ‘, WIMUM M\ SIDEWM SSS NOTE — OR~AY WDTH

\MC–1 10.01 No. 6. ~

~P~SION JOINT FOR

ICONCR~ OR~AY j I

1

i.i

i ‘i ~-w.- —

II

ROOflNG PWER ~L OEPRESSEO CURB ~CE

I

MC- 102.01- MC- 100.01 4 –

1, TYPIU NOSEOOWN

OR MC-101.O1 t-20 -0,, OPENING CURB SE~ON

,,_o,8

&SLOPE TO MEET ~1~ SE~ON ELEVAmON - %

p

OEPRESSED CURB ~ ~

~cE ROOHNG PW~g

MC– 102.01 -11 E z

, o% wlMUM2

“m~w OR@AY s-

2% MINIMUM

/

EXPANSIONJOINT ~.)SEE NOTE 4

— 3 ‘r BT. CONC. SURFACE COURSE3,’ ET. CONC. WE COURSEOR 7,’ CONCR~ (O~ON4L)SEE NOTE 3

GENERAL NOTES

1. REFER TO ~0 STATE HIGHWAY MMINISTRAnON SPECIRCAnONS FOR WTERU ANO M~OOS OF CONSTRU~ON.

2. ORmAY WRON TO BE w~NNEO SY PROPERTY OWNER.

3. CONCR~ APRONS SHALL BE USED WHEN CONCR~ SIOEWW IS CONSTRUCTED.

4. CONCR~ ~~NS SHALL BE SW INCH MINIMUM THICKNESS ~ ~PANSION/CO~~ON JOl~

PER MC-301 .01.

5. ~lS sT~O~O Sw EC USED W MC–101 .01 OR MC–102.O1 CURS NO ~ ONLY.

6. WINGS M V~ O, TO 5, , HOWEVER ~SY MUST BE ~~1~ ON BOTH SIOES.

7, EXPANS~N JOINT MATERIAL sHALL BE 1/2 INCH PREFDRNED CORL TRIMMED AND SEALED VITHNON- STAINING TVD-COMPONENT POLYSULFIDE OR POLYURETHANE ELASTOMERIC TYPE SEALANT COMPLYINGVITH FS TT-S-00227

APPROVED JAN 5/96 REVISEDOATS


TERTIARY DRIVEWAY

OF ENG. SERVICES STANDARD NO. MC-300.01

WIU WHEN SD~ALK; NOT Pm OF

VA---- ., —n!, 10’-0” MINIMUM TO =, _o,,

CONSTRU~ON IS

‘NmcoNmuc’’”Nl\ ~~

..—---- ..—20’ -W’ OPENING

,1 SI02WU

I IMC- 110.01

7 ‘ -o”

SLOPE TO Mm ~1~ SECmON ~AnON ~

- ‘i ‘“”?”3

1

1

/ S22 NOTE 4

~ 3,, Bm. CONC. SURFACE COURSE

3 “ Bm. CONC. SASE COURSEOR 7“ CONCR~ (0~0~)sEE NoTE 3

GENERAL NOTES

1. REF2RTO ~D STATEHIGHWAYAOMINl~nON SPEClfl~mONSFORMT2RW ANDM~OOS OF CONSTRU~ON.2. DR~AY ND DR~AY APRONTO BE wNTMNED~ PROP~ OwER.3. CONCR~ @RONS W BE USSO WEN cONCR~ SIDEWU IS CONSTRUCTED.

4. CONCRETE APWNS SW BE S~ INCH MINIMUM ~lCKNESS ~ ~PmSION/CO~ON JOl~

PER MC-301 .01.

5. ~lS STNO~O SW BE USED W~ MC-1 04.01 MOUNT*LS cURE ONLY.

6. ~PANSION ~INT MAT~IAL SHALL BE 1/2 INCH PREFORMED CDRK TRIMMED AND SEALED WTHNON- STMN~G TVtiOMPONENT PDLYSULFIDE DR POLYURETHANE ELASTOMERIC TYPE SEALANT COMPLYINGmH FS TT-S-00227

APPROVED JA NM;/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

TERTIARY DRIVEWAY

WITH MOUNTABLE CURB


FLOW UNEJ

EPRESSEO CURB

NTRANCEIC-102.O1

\

\ NOSE m CURB

1.

2.

3.

4.

5.

GENERAL NOTES

REFER TO ~0 STATE HIGHwAY ADMINISTRAnON SPECl~nONS FOR MATERU WO M~ODS

APPROVED JAN 5/96 I REVISED~


. n

RESIDENTIAL DRIVEWAY

c STANDARD NO. MC-301 .01

AI v I

I 4

FLOW UNEA

IMOU~ABLS CURBMC–104.O1 I

1

20, - 0“ MINIMUM TO

~, – 0,’ WIMUM k

I GENERAL NOTES

1. REFERTO ~0 S7AWHIG~AY ADMINl_mON SPEClnCAnONSFORwTER~ ANOMEFHODSOF CON~U~ON

I 3. REFER TO MC-~1 .01 FOR D~ALS ON ~PmSION/@~ON JOINTS.

z 4. THIS STANWD sw BE USSD ~ MC-1 W.01 MOu~~~ cuRB oN sEcoNo~ cuL-oE–~cs oNLy.u

5 5. ~PWSION JOINT W7ERW SW BE 1/2 INCH PREFORMED ~RK, TRIMMED ND SEALED ~

NON–STWING. ~0 COM~NENT POLYSU~DE OR POLWRETHANE MOMERIC WE SW, ~MPLnNG&% m Fs n-s–oo227.

Rfl VARIES

R~WAYSHOULDER

t I B A I c .1. X zzE I MIN. ~

I

\ /;&ME”!;,I~SLOPE TO Mm :PROmSEO DRWAY

k

M~N Q MAX.

1.W 4.5 C.F.S.

15 ‘, X 21,, 6’ 1.W 7.0 C.F.S.

18,, X 24,, 7, 1.75 10.0 C.F.S.

I L-EXPANSON JOINT ATP~ UNE ~

PRoPm UNECONC~ WTERNATE

.—_ . ..— . -

5’-0, 10,-0” MINIMUMs _.,,

MIN. 20’-0,’ WIMUM MIN.PIPE ENO SE~ONOR ENO W~

DmCH CENTERUNE CULVERT PIPEA OTCH C~UNE

13,’ x 17,1BMINIMUM~ _o ,, 7, _o ,,

$!PIPZ ENO SE~ON

— OR ENO Wti

! ~

VI

.

!

3;

f

I24’4’, MINIMUM ~ ~1= EWE ~ _

l~NG R~WAY

34’-0 ‘, WIMUM

GENERAL NOTES

1. R- TO ~0 STATEHIG~AY ~MINISTRAnONSPECl~WTONSFORMTER~ mO M~OOS OF CON~U~ON.2. DR~AY ANDOR~AY APRONTO BE MWNNED W PROP~ O~ER.

3. O~CH IS TO BE OESIGNEO FOR A WIMUM Q. OF 12 C.F.S., A WIMUM V. OF 5 F.P.S. AND A 0~ OF ~W OF

ONE WT. OEPTH OF FLOW MAY ~CEEO ONE FOOT FOR CULVERT APPROACH H~ RE9UlRSM~, ~ A WIMUM

tiOWABLE OF 6,’ @W THE CROWN OF PIPC

4. END SE~ONS ARE TO BE FASTEN~ TO ~E mRST CORRUMnON ~0 ~ TO FORM A mGW CONNE~ON.

THE PIPE - NOT P~ECT IWO THE END SE~ON.

5. sPEcM CARE MUST BE TMEN TO PR~OE P~PER COMPA~ON OF ~CKflLL ~UNO WE CUL~ PIPE ANO

WE ENO SE~ON.

APPROVED JAN 5/96 REVISED MONTGOMERY COUNTYDATE DEPARTMENT OF TRANSPORTATION


OPEN SECTION ROAD

c STANDARD NO. MC–301 .03v /

I I 2~ MINIMUM I I

SECTION A – A

GENERAL NOTES1. REFER TO ~D STATE HIG~AY ~MINl_nON SPEClfl~mONS FOR ~~ AND M~OOS OF CON~U~ON.

2. OR-AY NO DR~AY APRON TO BE M~NNED BY P~P~ ~ER.

3. ~ DR~AYS OEP=EO ~ AT P~= UNE WHEN USING @ CURB.

4. PROWDE ~~~ PME JOl~ AT WIMUM I-M OF 1S.

APPROVED JAN 5196 REVISEDMTE



LIMITED WIDTH

EM. ~ ~ STANDARD NO. MC–301 .04

PIR

lR kpansion Joint

GENEW NOTES

1. Refer to Matiand Stats W~hW Adminis*atiOn sPecfiCatiOns forMaterialsand Metiods of ~on&tion.

2. Dtiway and dfi-y apronto be maintainedbypropeW omer.3. The expansionjoins shall be placedatIoctions shown.4. kpansion joint material shall be lfl inch preformed cork, trimmadand

sealedW non-sti!ning, Wo componentpolpuffide or polyurethaneela~omerictype saalant compMngti FS ~-S~0227.

FGMerPan

20-0 Min.

30-U M=.

r

kMtn. 5Radus

‘kRoofing

Paper

rMn. 5Radus

T1o-o Mn.20-0 Ma.

L

\/Ifl kpanaion

Joink’(Typ,)

Concrete

Sidewlk4 ThickhGllo.ol

II

ConcreteSdewalk? Ttick

Y

4W

II

10PER

ITIY

LII

●

●

●

1.

z

&

3/4- WICK

SURF-

BmMINous

m~

s~NG BEO

COMMERCIAL AND MULTI–FAMILY DR(VEWAY


DIRECTOR. DEPT. OF PUB_..WORKS & TRANSPORT~ON I I

APPROVED 3 REVISED J MONTGOMERY COUNN

DEPARTMENT OF PUBUC WORKS & TRANSPORTATION

?LIC BRICK PAVER DRIVEWAY

:HIEF, OIV. OF ENG. SENCSS STANDARD NO. MC–301 .06

12’ –O,, MINIMUM TO 35, –0,, WIMUM

F%;”CT 1~ ,~~.)

PROP~ UNE I

---..-

GENERAL NOTES

APPROVED JAU 5/96 REVISEDOATS


DIR COMMERCIAL DRIVEWAY\

STANDARD NO. MC-302.01v

H‘ ‘-‘ “~. IN ~.

~ ~m~+m”

10, 0.ss’

12, 1.09,

1s 1.*, 5’ V.c. VMWE 5’ V.c. vARmE

20, 2.05’ y25’ 2.=’

~ti$ ;

%

,, ,,

;;:R:A:, g– ~ ;: =,‘ ~-- :

~USLY AT GREATER ~ 8%.INCREASE LEN~ OF -~CURVS OR OE~EASE 12S GWE.

B- - -

D-. IN ~.L ~~~xm-

lV 0.95’

12, 1.19,

1s I.*,

20, 2.15’

25’ 2.75’

m, 3.s,

w 3.95’~ 5’V.C. I vm~g 5’ V.c. VmwuE

40, 4.s5’ n ~, ~%

45, 5.15’ ~ >.u n ~ k @ z

~ ~b -m.’’x’, E 2

=l~NG s :

OR~g

——_ :l*W I a ‘“o” - $

7 5 ‘-

.- 2% —

+~

“L,’ (VARWLE)c ‘—’

sEE TASESIOMU

IF ~l~NG DRHAY SLWES~USLY AT GREATER N 8%,lN@EASE ~ OF ~MCUM OR OECREASE 12% GRAOE.

APPROVED JAN 5/96 REVISEDOAE


METHODS OFTRANSITIONING DRIVEWAYS

STANDARD NO. MC-303.01-v—u--

I J 1 1 1

I CULVERT I A I a /! *J [3,, II

kl ,.

., ,— ,/3%SiO;E❑1” –=,. I I

d1

DR~AY CULVERT ENDWALL DESIGNCM FOR H~~Y CORRUGA~

I ‘, y

ROUND METAL PIPE.

.APPROVED JAN 5 /96 REVISED

? MONTGOMERY COUNTY

z DATE DEPARTMENT OF TRANSPORTATION

~DRIVEWAY ENDWALL

OPEN SECTION ROADI

6.cR<& STANDARD NO. MC-500.01

/ &

<

,

t

● !‘‘c

,“-

-“-PLAN TOP SLAB REMOVED

NOEBOTTOMSTEEL TO BE 1 1/2-CLR. OF BOTFOM OF SM.

1 ~L]~,

1

PLAN OF TOP SLAB

WY BE PMEOAS SPECIHED

IN ANY OR

SECTION “A-A”

GENERAL NOTES

1. mls SNWD TO BE USED ~ TERMIW INH ONLY.2. usE souo MNRY (6rncK OR mmm BLaK) m WURED CONCR~ FOR WW.3. INSALL FOUNOAnON WME mTERK ~UNO STRUCTURE ~M B~OM OF WEEP HOLES TO ~lN @ oF

SURFACE MIN. 1’ FROM Wti

4. ~ HOLSS TO BE P- IN WM OPPOS~ 0~ PIPE S - PIPE l-. Cm OP~lNG ~ 1/2”H~DwME CLO~.

5. MORT~ S* CONFORM TO ~ SPECIHCATON C 270 WE M.

6. RE~R TO ~0 STATE HIGHWAY ADMINISTRAnON FOR MATSR~ ANO M~OOS OF CONS7RUCnON.

7. f ‘c= 3,500 PSl AT 28 DAYS.

APPROVED JAN 5 /96 REVISED MONTGOMERYOATS


K&\+, —~DIRECTdR; D T. OF TR ti “ D“ INLET


r

‘!

~

SECTION ‘~–~’

GENERAL NOTES

1. E INLET TO BE USEO AS TERMIW INLSTS ONLY.

2, USE SOUO WNRY (BRICK ~ CONCR~ BLOCK) OR POUREO CONCR~ FOR Wti.

3. IN=U FOUNWnON OMWE WTERM AROUNO STRUC~RE FROM M~OM OF WEEP HOLES TO

~lN ~ OF SURFME MIN 1’ ~M WM

4. WEEP HOLES 70 BE PWEO IN Wti OPPOS~ O- PIPE #~= PIPE l-. C= OPENING

~ 1/2” MoW~E CLO~.5. MONT~ SW ~NFORM TO ~ SPEClmWnON C 27o ~E M.

6. RSFER TO ~0 STATE HIGHWAY~lN~770N FOR ~TER~ ANO M~OOS OF CON~UaON7. f ‘-3,W PSI AT 28 MYS.

APPROVED JAN 5/96 REVISED MONTGOMERYOATE


“E” INUT

CH STANDARD NO. MC-504.01&

●

●

●

B%

lSOMflRIC Vl~B~

PLAN

c.

SECTION B–B

SECTION A–AGENEWL NOTES

I. USE souo WONw (BRICK OR cONcR~ BNK) OR WuREO CONCR~ FOR wti.2. THROAT WENING WY BE P~ OR PERPENDlmm TO D~CH.3. USE K TERMIW lN~ ONLY.

4. W HOLES TO BE PMEO IN WALL OPPOS~ OW PIPE 5“ WK PIPE INVERT. C~R OPENING ~ l/~MOW~E CLOTH.

5. M~~ SW CONFO~ TO ~ SPEClflCAnON C27D WE M.

6. REFER TO ~D STATE HIGHWAY ~lNISTRAnON FOR WTER~ ANO M~OOS OF CONSTRUCnON.7. f ‘c=3,w0 PSI AT 2B OAYS.

B. Cl. WE NO GRAnNG TO CONFORM TO FEO. SPECS. Q.Q–I–BS2 (6) (1).

9. l~ALL FOUNMnON OWWE MATERu AROUNO STRU~RE FROM BO~OM OF WEEP HOLES TO WIN g OF

SURFKE.

APPROVED JA ‘m; 195 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

“ E-4” INLET

STANDARD NO. MC-505.01I

1 ‘“! 4, -~. 8“t

SECTION A–A

GENERAL NOTES

1. REFERTO ~D STATEHIGHWAY~MINISTRATIONFORWTERW ND M~ODS OF CONSTRUCnON.

2. uSE SOUD WON~ (B~K OR CON- ~~) OR POURED CONCR~ FOR WALLS. USE OF M.C.D.O.T.

wP~D PREM CONCR~ STRU~RES MY BE USED IN PUCE OF BRICK wONW.

3. MORTAR Sw ~NFORM TO AS7M SPEClflCAnON C270 WE M.4. PROMDE STEPS IN CHANN~ OF STRU~R=. REFER TO MC-520.01 FOR O~AB.

5. f ‘ c = 3,500 P.S.I. AT 26 MYS.

6. ~0 4,’6 - HO= TO BE PmCEO OPPOS~ ~CH OTHER AT CROWN OF CWN~ Cm OPENING

~ 1/2,’ ~~E CLO~.

7. lNW~ FOUNDAnON DWWE wTERW 1, MINIMUM ~lCKNESS AROUND STRU~RE FROM BOTTOM

OF WSEP HOLES TO ~lN 6 “ OF RNISHED G~E.%w 6. P~GE OUTSIOE WM.

~ APPROVED JAN 5/96 REVISEDDATE

MONTGOMERY COUNTY

qDEPARTMENT OF TRANSPORTATION

~.

1 WA

01 T R, OE~. OF TR~NS. “J” INLET

~

B .& & of FNG <FP~ STANDARD NO. MC-506.01

●

●

I

e \I

SECTION A-A

GENERAL NOTES

1. REFERTO ~D STATEHIGHWAYWINl~nON SPECl~CAmONSFORWTER~ ND M~ODS

OF CON~U~ON.

2. PR~DE GRATE PER M.S.HA STD. NO. MD-377.02 MOOIHED ~ ~ 3,, o.c.; TACK WELO IN PLACE.

3. cONSTRU~ON TO BE OF CDNCR~ OR BRICK WONRY.

4. ~L ~M 1/2, 0 -, 6,’ C.C., HOREONTM 1/2’, 0 MS, & C.C.; BOTFOM 1/2,, 0 ~ 6,’ C.C.

EACH W~ 2,’ MIN. C-. (~ CONCRETS CON~U~ON)

5. MORTM SW CONFORMTO ~ SPECIHCAnON C270 WE M.6. WEEP HOLES TO BE PWEO IN WALL OPPOS~ 0~ PIPE Y’ = PIPE 1~. Cm

OPENING WTTH 1/2” HARDW~E CLO~. INSTALL FOUNDAnON OMNAGE MTERW ~OUND STRUCTURE

- BOTTOM OF - HOLES TO WN 8“ OF SURFACE FOR A THICKNESS OF 12” MINIMUM.7. BRICK SW CONFO~ TO *WO OESIGUnON M-114 GWE SW.

8. f,c = ~ PSI AT28 MTS.

9. P~GE O~lDE Wm.


“J” INLETDIRE&

AS A TERMINUS


I

,.

x

ALL CHANNELS AND ANGLES TO4“ x3” x ? /4” L w/!/2° x4” w#3 HAVE ONE SHOP COAT AND ONE

(6’’LG+2’’HK) 6’”72” AT 2,-6’ tic) II

6“.8.2; W/1[2’’x4” W#3

FIELD COAT OF AN APPROVED PAINT. 6’LG+2’ HK) 6 -2” A? 2“

OR EQUIVALENT _ C/C OR EQUIVALENT.

TOP SWB

1

:m

I

6

THROAi INVERT

USE WITH 6“ CURB

THROAT SECTION DETAIL*5/8° DIAMETEROEFORMEDSiECL8ARS 8“ LONG WITH 2“ RAOIUS AT30’’ CENTERS.

GENERAL NOTES

— -- . . . ;~~ HH CURE MD & MINIMUM THICK ~ AN ~RT ~ AT Y O.C. ARE REQUIREO ~ 4- ~lCK TOP SW.

i 17 c~CE ~ TOP OF BENCH AND 80~N OF MTTOP OR =NOTOP.L *THE O~OE OM~ OF ~E PIPE ~US T MINIMUM-$ MIMUM

J ~ PIPES 4~ NO G~TER.E OW A MINIMUM OF ~ PER 17.

1! rr! s=”=- -,”- “.. -,.”,. &.-

WO MTE OF WUF~RE W BE LDMTEQ ON THE IMIOE OF ALL

APPROVED JA~M: 196 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

PRECAST CURB INLET

GUIDELINES

STANDARD NO. MC-507.01--

STD. MH

m STEPs SEE

BE MC-520.01 —

m

BR

!,

2.

3.

4.

5.

6.

GENERAL NOTES

REFER TO ~D STATE HIGHWAY ~MINISTRATTON FOR WTER~ ANO M~OOS OF CONSTRUCmON

uSE SOUD WONW (BRIcK OR CONcR~ 8LwK) OR POURED CONCR~ FOR WM.

P-E OUTSIDE WALLS.

MORTAR SW CONFORM TO ~ SPECIHCAnON C270 WE M.

f,c =3,m0 P.S.I. & 28 OAYS.

FOR PIPES WGER ~ 3& PRWOE -S IN CMNELS OF STRU~RES. S= sTwUO OETNLSTNMD MC–520.02.

APPROVED JA ‘W;i 96REVISED MONTGOMERY COUNW


DI“A” MANHOLE

STANDARD NO. MC–51 0.01u ~

USE BRICK FM NO~ MANHOLE -E MD COWR

BRICK OR CONCRETE

1 ‘-1@ OIA. OPEHING

CHANNELS SHALLBE BUILT TO

r

CROWN OF PIPE — WW 1~ THICKIELOW TOP OF PIPEWH BRICK AROUNDu MPES.

PIPE ~NNE~OHS TO )MANHOLE SHALL BESMOOTHED ~ ~

,- 4’-& MIN.

-MAR.w-r w.

. .. . . . .

~HOLE BASE TO BE POUREO ML

ON APPRO~O SUBGRADE. < MIN. FLOW CHANNEL S~ER --K OH Em.

C.L wNH

C.L C

-/WDEm.:h=::O.O1 ‘‘]‘STAHOARD WE AND-R POSmON OWR

WHEN DEPTH ESCEEDS 4. FEET.

GENERAL NOTES ~

1. REFER TO M-O STATE HIGHWAY ADMINISTRAnON FOR UTERW AND M~ODS OF CONSTRU~ON.

2. usE SOUD WONRY (BMCK OR CONCR~ BLOCK) OR POURED CONCR~ FOR WW.

3. P~E OUTSIOE WALLS.

4. MORTAR SHALL CONFORM TO ASTM SPEClflCAnON C270 ~E M.

5. VC =3,SDD P.S.I. at SE OAYS.

B. FOR PIPES ~ER THAN 3& PROWOE 5EK IN CHANNELS OF STRUCNRSS. SEE STANDARO D~AIL .STAHOARD MC-520.02

APPROVED JANM;I 96REV[SED MONTGOMERY COUNTY


DIREC R) D>+T. OF TRAN+. “~ MANHOLE

us ~ — STANDARD NO. MC-51 5.01

GENERAL NOTES

1,

2.

3.

~~ ARE TO BE WE OR (1) ~ IWN, 1 INCH SOME ; (2) 3/8 INCH STEEL ROD ~BEDOED IN

POLYPRO~E PMC ; OR (3) UUMINUM UOY, 7/S INCH SY 13/16 INCH ~ A MINIMUM EMEEOMENT

OF 3 INCHES, A MINIMUM P~E~ON OF 5 INCHES, WO A MINIMUM MDTH OF 10 INCHES.

= SHALL BE PMED IN ~M WGNM~, 12 INCHES ~~, ND SW UGN ~ WE =OPEHING.

~~ ~E NOT REQuIRED IN ~UCTURES LESS w 4 FEET IN DE~.

APPROVED JAN 5 /96 REVISED MONTGOMERYME


MANHOLE AND INLET STEPS

STANDARD NO. MC–520.01YY

“A”-SiD. NO. MC-520.01 ~ I

,, ,,AA

1,

2.

INVs_

GENERAL NOTES

PROWDE W W HWNG A 2-BRCK SPACE OUT OFCWW AS SW. ~ TO mm A MINIMUM 0~OF 4 INC-.FOR CMN~ OF P[PSS ~ INCHSS OR WSR.

APPROVED JA ‘w: /96REVISED MONTGOMERY COUNTY


MANHOLE AND INLET STEPS~ DIR

IN CHANNELS


IVARIABLE SEE PLANS

(l@-O. MIN)

——

.

VARIABLE SLOPZ ~ ~.

~ ~~R~~SM~Tf~~TF%............’A:.:.,...--WIDTH OF PAVING.. ... . .

:&~ 6-X 6.:.,. . W2.1XW 2.1 ‘.6

2,- 0, MIN, — ,-~. ..\t

,J

9.

CUTOFF WALL MIN:

SECTION ‘A-A’

rA3 DIANETERS MIN. J

I

ITOP OF CUTOFF WALL

7(

w 2,1

L —— — -

~,

SECTION ‘B-B’

CUTOFF WALL AND CONCRETE PAVING

GENERAL NOTES

MATERIALS AND2, CMNNEL C~SS

AT CND OF PAV3, THIS STANDARD

nFPARTWNT ~ m-- . . .4, f,c = m p.s.l. at5. VHEN CONSRETE PA

DUVN INTO CUTOFF VALL AT LOVER END OF PAVING.

1. REFER TO MARYLAND STATE HIGHVAY ADMINISTRATION FURI NETHODS OF CONSTRUC~ON.~l;~TIDN TO ~ANSITION TO EXISTING DITCH

TO’ BE ~ED ONLY ON APPROVAL BY THERANSP~TATION,t 28 MYS,IVSNG IS USSD, VIRE MESH SHALL BE EXTENDED

APPROVED JANw$/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

CUTOFF WALL WITH01 CONCRETE OUTFALL

STANDARD NO. MC-521 .01>

+,“AR*AB ~ ,EE ,LAN,

(10,-0, MIN)

?- O, MIN. DEPTHACROSS ENTIREVIDTH OF PAVING

SECTION ‘A-A’

I TUP OF CUTOFF WALL7 I

. .. .,,,,~.

m

UNGRO@ RIPWONC DMMETER

1T MIN. THICKNESS

L :_. —

JCDNCRETE CUTUFF WALL

CUTOFF

—JSEE PMS FOR C- ND

A MINIMUM DEPTH OF Rlp~.

SECTION ‘B-B’

wALL ANO RIPRAP PAvlNG

GENERAL NOTES

1, REFCR TO MARYLAND STATE HS~VAY ADMINISTRATION FnRMATE~ALS AND ME~DS OF CONSTRUC~~.

2. CHANNEL CROSS SECTION TO TRANSITION TO WISTING DITCHAT END OF PAVIffi.

3, TWS STANDARD TO BE USED DNLY ON APPROVAL BY THEDEPARTMENT OF TRANSPORTAT~N.

4. INSTALL flLTER CLOTH UN~ RIPN.

I APPROVED JAN 5 /g6 IREVISED MoNTGOMERY COUNTY

z DATE DEPARTMENT OF TRANSPORTATION7 f

a AcUTOFF WALL WITH

g% RIPRAP OUTFALL2z;;&

STANDARD NO. MC-521 .02

e ~ K

1=~A

~~/ ~ JPA Em

L n \ $ 18~1 5 A18.’

t&L

45 4s

Jx.

1

ti +

I—

PLAN

I

SECTION A - A

GENERAL NOTES

1. MINIMUMSLOPEOF UNDERO~N= 1/4 INCHPERFOOT.

2. wREGA~ IN TRENCHSM EE MW NO.6 AGGREGA~.SPECIR~mONS~C~ 20.02.

3. FOR~N~U~ON M~ODS MO SPACING1~~ SEEMCWTSPECl~WnONS– 1981SO~RADEOWNS FOROPENSE~ON -WA=.

APPROVED JAN 5 /96 REVISEDOAE


SUBGRADE DRAINS

OPEN SECTION ROADWAYS


41

e - TRES UNE (C~ED)

PROFILE VIWNO ~

,: \,u_ ,, ,“

~, / - ,.

NOTES

:.

2.

t 3., 4.

5.6.7.

8.9.

10.

THE DIMENSIONS SHOW HERE ME Wlti NO MY BE MODlflEO IN SPECIHC S~AnONS

SY THE OEP~ENT OF ~SPORTAnON.TREES ~E TO BE L~TEO ~ ~E FOWOWING MINIMUM C~C=

a. S FROM WA~ WN -u

b. S ~OM M BOX r-c. 5 FR04A lN~ OR MH ~ +

d. IV FROM nRE ~W-

e. 15 FROM ~~ uG~MINOR ~EE SPACING W (*5)0.C. MIN.

7F

1U4 MWOR ~EE SPACING 5V (AYm.C. MIN. =*

SHAOE ~EES TO BE 1 l/~ MINIMUM MPER 10 MINIMUM HBGHT.FLO~lNG ~SSS TO EE 3/4. MINIMUM wP~ W MINIMUM HEIGN.SPECIES TO BE X *PR@ BY THE MO~GOM~ COU~ DEPARTMEw OF HSPORTAnON.

SEE STANOMO NO. MC-702,01 FOR PWNG O~NK.NO TREE IS P2RM~ IF GREENSPACE IS ES W ~.NO 7RSE IS PERM~O ~lN UMm OF SIGHT.

JAN 5 /96APPROVED ~~REVISED MONTGOMERY COUNTY


TREE LOCATIONSCLOSED SECTION ROADS

.-OF ENG. SERVICES STANDARD NO. MC–700.01\

c

=

1/2 Rl&T OF WAY

(VARIES)

2% gPE AWAY. . .

E

c

B1 2 RIGHT OF WAY

(VARIES)

*

e

PROFILE VIEWNO -

~

1.

L

*3.*4.

%LJ.8.9.10.11.

II

IL

c STANDARD NO. MC–701.01v —

I

~ P I ECES REINFORCED RUBBERHOSE

~BLE STW NO. 14 GAGEwIRE ~lSTED.

~ STANES AS SPECIFIED 2.X 2“LOCATEO PARALLEL TO PAVING EDGE.

k3“ WLCH AS SPECIFIED

F I NAL GRAOE Am SAKER

SOIL SLOER AS SPECIFIED

vWIL MIX BA~FILL

I F HARWAN L-EN BEF~E PLANT 1NG

APPROVED JANM5ti/ 96 REVISED MONTGOMERY COUNN


TREE PLANTING DETAIL

OF ENG. SERVICES STANDARD NO. MC-702.01

a MAJOR TREES:

kceptable major tm= shall k 88 to 10’ toll and hme a minimum mtipr of 1 1/2,, measumd 6,, awe

I ground 1-1. ~q shall be bmnch~ d a point oppmximdely 60% of the total height of the trss atie ground.

kqer size tm= ore acceptable bti mud confom to hericon Standards for numev ~-k.

I MINOR TREES:

I kceptable major k shall k a minimum ti 6‘ tall and h~ a minimum cafipr of 3/4” mmsud 6”

awe ground 1-1. fiq shall b bmntid d o point appmxim~ely W of the total height of the t= atie

ground. kqer size t- am a-eptable bti mud cotiom to herican Standards for nu-~ &wk.

AC., mm- (H~ge Mop(e)hr ginnolo (h.r Maple)

Co~inus mmlinia~ (Mericon Homkam)

kis mndmsk (Rdb.d)

tius flotia (Whke flowering hw~)

ti~ tida mbm (R~ f10wefin9 -w~)CM”. k- (KOUW bd)

Cdaqus pho-pfim (Washington Hatiom)

titaq.s mmis (0...W Ha@hom)

K&m&a Wniculda (W-n Rain-tree)

&* viqinio”o (Imnwd)h... -M. ,Kw.nzan, (Kwonzan buble flnkflowering Cheq)

%n.s @m* (YmMnO CM~-Whte)

~ @/*ma (COlb~ P*r-M*wd Par)~ a//~n. (tille~ Pmr-R~pim Pmr)

Sophom jawn;a (Chin=e %hol.ti-)

z OTHER SPECIES:u

5 Considered by rquest.&

APPROVED JANw;/ 96 REVISED MONTGOMERY COUNTYDEPARTMENT OF TRANSPORTATION

APPROVED

TREE VARIE~ LIST


mESE TREE SPECIES - INTENDEO FOR USE ~ mOSE OPEN =~ON ROAOWAY STMARDS WSIDEWUS (AND BIKPA~S, AS APPROPM=). ~E NUMBERS OF ~OSE SPECIFIC STANDARDS ARE

MG210.05, MG21 1.03, MG212.M, MG212.W, MG213.~, ND MG217.M.

APPROVED TREE SPECIES LIST

Acceptable t-s shall have o minimum coll~r of 11 /2” meosumd six inches (6-) abme ground level.They sha[l k bmnchd a mtnimum of flv4 feet abow ground. k~er size tre~ am a-ptabie bd mudm“fom to Amedca. Stindads for Nu~v St-k. Tme daslgnated for a sp~lflc rmdway setio. may bplanted in another wdway sedion provided a rmt krner is i“dalld as neded to proted sidwalk and paths.

TERTIARY ROADWAY

Kwimtietia wnlculda-s allqana ‘Mdmmt”~s calh~ana “Rd~lre”%phom ja~nica

Ginkgo Mloba

Koelretieda paniculdaPyres c.llevana “Adstocmt-PYmS calte~ana ‘Radsplm”tiphom ]a~nlcaTNIO tomenbsaGinkgo Mloba

A.ar nigmmAcer wcchawmFmxinus pnnsylvanicaK@lmutetia wniculda~s calleqana “Redspire”Q.emus coccinwQuemua mbmPyres mlle~ana .Ati*Wmt”%phom ja~nicaUlmus hybtids

\

klden Rain Tree) Quemus cocclneaAdticrat Pear) Quemus PdnUSR4spire P=r) TNla tomentosaS=helah) nllo Codata

(Ginkgo - male)

* SECONDARY ROADWAY

(Glden Rain Tm) *SO Vlvdlca

1

Adtiocwt Poor) Quemus ptinusRedspim Pwr) Quem.s cocclneaScholatie) Tills -rdataSilver Gnden)Ginkgo - male)

PRIMARY ROADWAY

IBlack Maple)Sugar Maple)Gwn &h)Golden Rain Tree)RedspIm Pear)

1

%ad~ Oak)Notiem Red Oak)Atidmmt P-r)-hola-)Hybdd Elms)

CaltIs occidentilisGinkgo bNobaNPa @aticaPldanus x acetifofiaQuemus actil=imaQuercus ptinusQuemus shumar~~tia tomentosaTNia codataZelkova semta

ARTERIAL ROADWAY

Gled&la rnaatios var. Inemls

r

ml- Honql%uti)Quemus phell-

Hnkgo biloti~!lOW Oak)

Quamus mbmQuemus cxeinoa

Nofihem RA tik) Quemus ptinusntia tom-k ~her Unden) niiO cOtidO

L

IS~det Oak)Chetiti Oak)Sliver Unden)Utile Leaf Unden)

1Blackgum)Che*nut Oak)Scadd Oak)Utile Leaf Unden)

HackbeW)tinkgo - mole)Blackgum)kndon Planetree)Saw Toothd Oak)Chetinti Oak

\Shumati OakSlver tinden)UWe bf UndenJapan-e Zelkova )

IGinkgo -male)Scadd kk)Chdnut Oak)Uffle hd Unden)

APPROVEDDIRECTOR, D~W TREE SPECIES LIST

40 NTGOMERY COUNTY DEPARTMENTOF PUBLIC WORKS AND TRANSPORTATION

STANDARD NO. MC–703.02u

1.

2.

3.

4.

PRESSURE TREATED

6,’ X 6’, nMBSR POST,

OK OR SO~ERN PINE.

I

UiJGENERAL NOTES

REFERTO ~0 STATEHIGHWAY~MINl~mON SPECl~~nONSFORWTSR~ ANDM~ODS OF CON~U~ON.

~lS STANWO IS l~DEO TO BE USEOFORREPUCSMEWOF EXl~NG WWDENPOSTS.

MRl~E POST IS TO BE PMED IN M AUGEREO HOE SPACSD 5 FED ON CENTER.

R=~ORIZED M~A PUTS TO BE F~~ 6 INCHES B~OW THE TOP FACE (FRONT SIDE)oF 7Hc w= (4-MIN. Mom. 70 so. IN. MINIMUM Mm) USING mVANIZEO *R*.

APPROVED JAN 5 J 96 REVISED I

OATSMONTGOMERY COUNTY


BARRICADE POST I

c STANDARD NO. MC-800.01@ /

n-42, MIN.

❑! 2’ MIN.

DTRENCH WIDTHVMWE

_ ~OVE TO NEAR~ JOIN,\ ONE DIRE~ON ONLY

\

9 “ MIN.

NPMm SUSC~E (95% s~O T99M~O “C “ BELOW TOP FOOT 100%=~ T9S M~OD ‘t “ IN TOP F~T)

I 12’I

12’4

ME I CASE E

NO~ALL ~l~NG mE OMCES ME TO BE ~UZED,OR REPLACEO IF WEO.

GENERALNOTES

3 ‘ MIN. 4’ MIN.

y--

~

-m

IJ

&LsPA.tN.- 4.0 LONG~OINALLY- 1.V w~Y

1.

2.

3.

4.

RSFER TO M.C.O.O.T. ~~ PATCH SPECIHCAmONS FOR MATERu ANO M~OOS OF CONSTRU~ON.

~l~NG PA~Em MUST BE SAW Cm WLL OEPTH PRIOR TO ~CAVAnON.

IF THE CONCR~ ~WAY IS O~LA~ ~ B~MINOUS CONCR~, A E~MINOUS CONCR~ SURFACEcOURSE SW BE PMSO EQUM IN THl~NSSS TO THE =l~NG B~MINOUS CONCREFE DVERUY.

SEE ~ES 1, 2, ANO 3 FoR JOl~ PA~N.

REVISED MONTGOMERY COUNTY


UTILl~ PATCH

IN RIGID PAVEMENT

STANDARD NO. MC-801 .01// ~

PAVEMENT SE~ON TO MTCH

A- ~eg

~l~NG WWAY SE~ON SEE NOTE 2

—

~l~NGPAWNG

i

~l~NGPAWNG

——

1

2

‘~Ly \3

APPR~ SUW~E (95% ASS~T99 M~OD “C” B~DW TOP FOOT100% ~~0 T99 M~OD ,,C “ IN

TRENCH MOTH - VARW~ TOP F~T.)

~ ~RFICJ &f&:~MINOUS ~NW~

@ :B~&3CONCR~ WE COURSE

@ ~~~~~~TERMARTERIAL ROADWAY

( OR HIGHER C-lflCAnON )

6X & - W4 X W4 WRE MESH

SEE NO~ 2

~~NGPAMNG

L91.

NPRO~ SUBG~E (95% ASS~OTS9 M~OO “C BELOW TOP FOOT1W =HTo TS9 M~OO ‘~ INTOP F~T.)

TRENCH MOTH - VARWLECONCRETE OPTION BITUMINOUS OPTION

@ ~u~{~EB~MEUS CONCR~ ~ ~u~~~EB~~~S CONCR~

PRIMARY ROADWAY@ d MINIMUM CONCR~ PATCH ( OR L- C=lR~nON ) @ ~~NuONCRETE

SEE NOTE 3

GENERAL NOTES

1. REFER TO M.C.O.O.T. ~~ PATCH SPECiflWmONS FOR wTSRti ~0 M~ODS OF CONSTRUCmON.

2. m~NG PAWENT MU= BE SAW Cm FUL O= PRIOR TO D~VAmON.

3. -E CWRSE AND SUBBASE ~- SW CONFORM TO WPRDPRATE ROADWAY C~lHMnON DESIGN STAND~OOR wTCH ~~NG ~DmON, WHICH~ E GRMTER.

APPROVED JAN 5196 REVISED MONTGOMERYME


UTILIW PATCHEPT. OF TRANS. IN FLEXIBLE PAVEMENT

c STANDARD NO. MC-801 .02

I1 4’-6” MIN. I

1

II

\1

f

CONCR~ PATCH

_ 6,’ X6’’–W4 X W&WRE MSSH

// i cl 1/2,’ ET. CONC. SURFKE COURSE

SOIL

BITUMINOUS CONCRETE PAVEMENT

----

; - uM~ OF Dl~RB~ ‘

SECTION A–A SOIL

CONCRETE PAVEMENT

APPROVED JAN 5/95REVISED MONTGOMERY COUNTY

OATS DEPARTMENT OF TRANSPORTATION

UTILITY PATCH

FOR APPURTENANCE ADJUSTMENT

OF ENG. SERVICL>STANDARD NO. MC–801 .03

u /’ —

SWALE CAPACITY AT 4“ DEPTH

SDPE (%) a w (c.f.s.) k OC~(F.P.S.)

2.0 2.3 1.3

2.5 2.5 1.4

3.0 2.7 1.6

3.5 3.0 1.7

4.0 3.2 1.8

4.5 3.4 1.9

5.0 3.6 2.0

5.5 3.7 2.1

6.0 3.9 2.2

6.5 4.1 2.3

7.0 4.2 2.4

7.5 4.4 2.4

8.0 4.5 2.5

8.5 4.6 2.6

9.0 4.a 2.7

9.5 4.9 2.a

10.0 5.0 2.a

NOE :~1$ SMMD WY BE USED AONG OPEN SE~ON RO~S ONLY WERE FLOW OU~ES RE EaU*

TO OR LESS ~ INOIMTED, WD ONLY UPON SPECIHC WT *PROVU CONSID~lNG POTE- FOR

n~DING. m MY NOT BE USED IN RESIOE~ ~=.

g~6

: APPROVED JAN 5/96 REVISED MONTGOMERYMTE

COUNTY

s DEPARTMENT OF TRANSPORTATIONA

SWALE SECTION

z.:, -. STANDARD NO. MC–81 0.01

montgomew depa*ent of hblio 101mome sheet cowty, ma~land ... · book of design standns montgomery...

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