Lenhart Traffic Consulting, Inc. Transportation Planning & Traffic Engineering

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1 Lenhart Traffic Consulting, Inc. Transportation Planning & Traffic Engineering Memorandum: Date: March 7, 2017 TO: RE: Laura Hodgson Planning Dept. Area 3 MNCPPC 8787 Georgia Avenue Silver Spring, MD Traffic Statement for First National Bank FROM: Mike Lenhart The purpose of this report is to provide a Traffic Statement as required in the Montgomery County Subdivision Staging Policy. The property is located in the Germantown Town Center Policy Area in the southwest corner of the intersection at Germantown Road and Crystal Rock Drive. A site location map is shown on Exhibit 1. As part of this analysis, the 2009 Germantown Employment Area Sector Plan was reviewed. Based on this document, Germantown Road is designated as a major highway (M-61), and Crystal Rock Drive is designated as a minor arterial (MA-1). In addition, dual bikeways are proposed along both Germantown Road (DB-25) and Crystal Rock Road (DB-34). See Appendix A for relevant excerpts from the 2009 Germantown Employment Area Sector Plan. The property currently is developed with a 2,733 SF Fast Food Restaurant (without drive-thru) and is proposed to be re-purposed to accommodate a 3,270 SF bank. The Subdivision Staging Policy establishes the Local Area Transportation Review (LATR) Guidelines. These Guidelines are utilized by the Montgomery County Planning Board for the Administration of the Adequate Public Facilities Ordinance. The attached Trip Generation Table for the project (Exhibit 2) contains the trip generation totals for both the existing and proposed use. Trip generation is based on the ITE trip generation rates for Fast Food Restaurant without Drive-Thru (ITE-933) and Drive-in Bank (ITE-912). Note that the ITE trip generation rates were modified for the Germantown Town Center Policy Area, per the LATR Guidelines. Based on this information, the existing 2,733 SF restaurant generates 91 AM and 101 PM peak hour person trips, and the proposed re-purposed building which will consist of a 3,270 SF bank would generate 41 AM and 88 PM peak hour person trips. This results in a net reduction of 50 AM and 13 PM peak hour person trips. Note that the per the SDAT report contained in Appendix A, the existing building is over 12 years old and, therefore, is vested as identified in the Subdivision Staging Policy. Based on the above information, a full traffic study is not required to satisfy the Local Area Transportation Review (LATR) test since the net increase in peak hour person trips due to the proposed development is less than 50. Lenhart Traffic Consulting, Inc. Phone (410) Baltimore Annapolis Blvd, Suite 214 Fax (443) Severna Park, MD mlenhart@lenharttraffic.com

2 Lenhart Traffic Consulting, Inc. Transportation Planning & Traffic Engineering Based on the information contained in this report: Thanks, The project is located in the Germantown Town Center Policy Area. The proposed re-purposing of the building results in a net reduction of 50 AM and 13 PM peak hour person trips. The net increase in peak hour person trips due to the proposed development is less than 50, therefore the project is exempt from LATR. Michael Lenhart P.E., PTOE Lenhart Traffic Consulting, Inc. Phone (410) Baltimore Annapolis Blvd, Suite 214 Fax (443) Severna Park, MD mlenhart@lenharttraffic.com

3 Location of Existing Building Traffic Impact Analysis Exhibit Lenhart Traffic Consulting, Inc. 1 Traffic Engineering & Transportation Planning Site Location Map

4 Trip Generaton Rates Fast Food Rest. w/o Drive-Thru (ksf, ITE-933) Trip Distribution (In/Out) Morning Trips = x ksf 60/40 Evening Trips = x ksf 50/50 Drive-in Bank (ksf, ITE-912) Trip Distribution (In/Out) Morning Trips = 9.50 x ksf 58/42 Evening Trips = x ksf 50/50 Existing Trip Generaton Totals AM Peak PM Peak In Out Total In Out Total Existing Fast Food Rest. w/o Drive-Thru (ksf, ITE-933) 2,733 Square Feet Total Vehicular Trips per ITE Trip Generation Manual, 10th Edition LATR Vehicle Trip Generation Rate Adjustment Factor (Germantown Town Center): 90% Total LATR Adjusted Vehicular Trips per ITE Trip Generation Manual, 10th Edition (Auto Driver at 68.2%): Total Person Trips: Auto Driver: 68.2% Auto Passenger: 20.1% Transit: 5.3% Non-Motorized: 6.4% % Proposed Trip Generaton Totals AM Peak PM Peak In Out Total In Out Total Proposed Drive-in Bank (ksf, ITE-912) 3,270 Square Feet Total Vehicular Trips per ITE Trip Generation Manual, 10th Edition LATR Vehicle Trip Generation Rate Adjustment Factor (Germantown Town Center): 90% Total LATR Adjusted Vehicular Trips per ITE Trip Generation Manual, 10th Edition (Auto Driver at 68.2%): Total Person Trips: Auto Driver: 68.2% Auto Passenger: 20.1% Transit: 5.3% Non-Motorized: 6.4% % Net Change in Person Trips (Existing Use vs. Proposed Use) Total Person Trips: Auto Driver: Auto Passenger: Transit: Non-Motorized: NOTE: 1. Trip Generation Rates obtained from the ITE Trip Generation Manual, 10th Edition. 2. The Montgomery County Growth Policy states that projects with fewer than 50 person hour trips are exempt from the LATR. Traffic Impact Analysis Lenhart Traffic Consulting, Inc. Traffic Engineering & Transportation Planning Trip Generation for Site Exhibit 2

5 Supplemental Information Appendix A

6 SDAT: Real Property Search Page 1 of 2 3/7/2018 Real Property Data Search Search Result for MONTGOMERY COUNTY View Map View GroundRent Redemption View GroundRent Registration Account Identifier: District - 09 Account Number Owner Information Owner Name: GERMANTOWN Use: PARTNERSHIP Principal Residence: Mailing Address: C/O AL HINTON Deed Reference: 7507 ARLINGTON RD BETHESDA MD Location & Structure Information Premises Address: CRYSTAL ROCK DR Legal Description: GERMANTOWN Map: Grid: Parcel: Sub District: COMMERCIAL NO PLAT PAR G NOR TH GERMANTOWN Subdivision: Section: Block: Lot: Assessment Year: Plat No: EU N Plat Ref: Special Tax Areas: Town: NONE Ad Valorem: Tax Class: 42 Primary Structure Built Above Grade Living Area Finished Basement Area Property Land Area ,347 SF 581 County Use Stories Basement Type Exterior Full/Half Bath Garage Last Major Renovation RESTAURANT Value Information Base Value Value Phase-in Assessments As of 01/01/2018 As of 07/01/2017 As of 07/01/2018 Land: 725, ,300 Improvements 302, ,500 Total: 1,028,300 1,115,800 1,028,300 1,057,467 Preferential Land: 0 0 Transfer Information Seller: Date: Price: Type: Deed1: Deed2: Seller: Date: Price: Type: Deed1: Deed2: Seller: Date: Price: Type: Deed1: Deed2: Exemption Information Partial Exempt Assessments: Class 07/01/ /01/2018 County: State: Municipal: Tax Exempt: Special Tax Recapture: Exempt Class: NONE Homestead Application Information Homestead Application Status: No Application

7 SDAT: Real Property Search Page 2 of 2 Homeowners' Tax Credit Application Information Homeowners' Tax Credit Application Status: No Date: Application 3/7/2018

8 THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: D LO D LO LO D 2018 BOHLER ENGINEERING CHARLOTTE, NC ATLANTA, GA TAMPA, FL SOUTH FLORIDA DALLAS, TX BALTIMORE, MD SOUTHERN MARYLAND NORTHERN VIRGINIA CENTRAL VIRGINIA RALEIGH, NC WASHINGTON, DC 2'R 8.5' 5'R 'R 10 ORE YO G L L BEF U THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL (WV ) (PA ) (DC ) (VA ) (MD ) (DE ) NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: MB ALj BF 02/21/18 1" = 20' SS0 PROJECT: FOR 10 'R 'R 15 PROP. INLET C.A DIG PE HD 6' PARKING SETBACK 25' BUILDING SETBACK 6' PARKING SETBACK LO D 12" H.E. CA CRYSTAL ROCK DRIVE 'R S26 39'12"E(R) '(R) S26 22'28"E(M) '(M) 10.5' 18' 24' W IT.R 8.5' 2.5 2'R 4' 5 14' 10' ALL MATTERS PER DEEDS, RECORDED IN LIBER 5672, FOLIO 631 AND IN LIBER 5831, FOLIO 681; BENEFITS SUBJECT PROPERTY, SHOWN. S63 20'48"W(R) S63 19'36"W(M) '(R&M) 5'R R 6' PARKING SETBACK LOCATION OF SITE 'R 15 GRANT OF STORM WATER MANAGEMENT EASEMENT AND RIGHT OF WAY TO MONTGOMERY COUNTY, MARYLAND IN LIBER 14749, FOLIO 235; DOES NOT AFFECT SUBJECT PROPERTY, EASEMENT IS LOCATED TO THE SOUTH. 22' RIGHT OF WAY TO WASHINGTON SUBURBAN SANITARY COMMISSION, RECORDED IN LIBER 8240, FOLIO 811; DOES NOT AFFECT SUBJECT PROPERTY, EASEMENT IS LOCATED TO THE SOUTH. PROP. INLET 6" PVC UNDERDRAIN EASEMENTS AND RIGHTS OF WAY FOR UTILITIES, RECORDED IN LIBER 5831, FOLIO 667; AND IN LIBER 5831, FOLIO 675; DOES NOT AFFECT SUBJECT PROPERTY. EASEMENT ON LIBER 5831 FOLIO 667 IS LOCATED IN THE RIGHT OF WAY OF MD RTE. 118 AND TO THE EAST. LIBER 5831 FOLIO 675 AFFECT THE PROPERTY TO THE WEST. LANDS OF GERMANTOWN PARTNERSHIP LIBER 5831 FOLIO 681 TM: EU52 GRID: 00 PARCEL N488 AREA: 30,347 S.F. OR AC.(R) 30,423 S.F. OR AC.(M) 7 5'R PROP. BMP-1 MICRO-BIORETENTION 'R 15 (1,792 SF) DECLARATION OF COVENANTS - INSPECTION/MAINTENANCE OF BEST MANAGEMENT PRACTICES STORMWATER MANAGEMENT FACILITIES, RECORDED IN LIBER 14749, FOLIO 239; AFFECTS SUBJECT PROPERTY, NOT PLOTTABLE, GENERAL IN NATURE. SURFACE FEATURES IN THIS AREA NOT FIELD LOCATED, BASED ON MONTGOMERY COUNTY GIS DATED: 08/05/ ' DECLARATION OF INGRESS AND EGRESS EASEMENT, RECORDED IN LIBER 8306, FOLIO 197; BENEFITS SUBJECT PROPERTY, SHOWN. PARCEL G NORTH GERMANTOWN PLAT NO ' 2'R PROP. COLUMN (TYP.) AGREEMENT FOR DISCOUNTED BUS PASS PROGRAM, RECORDED IN LIBER 8223, FOLIO 322; AFFECTS AND BENEFITS PIZZA HUT. NOT A SURVEY RELATED MATTER. SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT, RECORDED IN LIBER 8577, FOLIO 883; AFFECTS SUBJECT PROPERTY, NOT PLOTTABLE, GENERAL IN NATURE. P RC 'R ' 2'R ' PROP. CANOPY 'R 15 N26 40'24"W AGREEMENT FOR STREET DEDICATION, RECORDED IN LIBER 5831, FOLIO 664; DO NOT AFFECT SUBJECT PROPERTY, PORTION OF THE ROAD HAS BEEN DEDICATED TO PUBLIC USE IN PLAT NUMBER PROP. NIGHT DROP PROP. ATM BY 18' 24' 4.2'R DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, INCLUDING BUT NOT LIMITED TO, EASEMENTS AND ASSESSMENTS CREATED THEREIN, AS RECORDED IN LIBER 5831, FOLIO 670; AND IN LIBER 6559, FOLIO 251, BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION SEX, HANDICAP, FAMILIAL STATUS, AGE, ANCESTRY, DISABILITY, OR USE OF GUIDE OR SUPPORT ANIMALS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C); AFFECTS SUBJECT PROPERTY, NOT PLOTTABLE, GENERAL IN NATURE. DECLARATION OF TERMS AND PROVISIONS OF UTILITY EASEMENTS, RECORDED IN LIBER 3834, FOLIO 457; AFFECTS SUBJECT PROPERTY, SHOWN. 18' 6 SETBACK LINES, EASEMENTS, RIGHTS OF WAY AND ALL TERMS AND CONDITIONS SET FORTH ON THE PLAT ENTITLED, PARCEL G, NORTH GERMANTOWN, WHICH PLAT IS RECORDED AMONG THE LAND RECORDS OF THE MONTGOMERY COUNTY, MARYLAND IN PLAT NO ; AFFECTS SUBJECT PROPERTY. 10' PUBLIC UTILITY EASEMENT IS SHOWN. NO SETBACK LINES AS SHOWN OR LISTED ON THE REFERENCED PLAT. 15" PROP. INLET 8.5' THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO PC, WITH AN EFFECTIVE DATE OF JANUARY 16, OUR OFFICE HAS REVIEWED THE FOLLOWING SURVEY RELATED EXCEPTIONS IN SCHEDULE B, SECTION II: COMMENT 5'R THIS SURVEY WAS PERFORMED IN THE FIELD ON FEBRUARY 13, 2018 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 6' PROPOSED ±3,270 SF BANK 18 SPACES FFE = ' DATE 8' LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. REVISIONS DI E DP "H 12 5'R 30' BUILDING SETBACK 8' ACRES LOCATION MAP REV 6" PVC UNDERDRAIN OR POI COPYRIGHT 2013 DELORME STREET ATLAS USA 2013 SCALE: 1"=2000' SQUARE FEET 30,423 30,347 PROP. BMP-2 MICRO-BIORETENTION PROP. INLET (243 SF) 6' PARKING SETBACK S72 41'05"E(R) S73 29'40"E(M) 48.31'(R) 48.90'(M) N61 23'54"E ' THE SUBJECT PARCEL IS PARCEL G, NORTH GERMANTOWN AS RECORDED IN PLAT NO AND BEING THE LANDS OF GERMANTOWN PARTNERSHIP AS RECORDED IN LIBER 5831, FOLIO 681, AMONG THE LANDS RECORDS OF MONTGOMERY COUNTY, MARYLAND SHOWN ON TAX MAP EU52 AS PARCEL N488, PER THE DEPARTMENT OF ASSESSMENTS. AREA = MEASURED RECORD ALTA/ACSM SURVEY BOHLER ENGINEERING "FIRST NATIONAL BANK CRYSTAL ROCK DRIVE GAITHERSBURG ELECTION DISTRICT NO. 9 MONTGOMERY COUNTY, MARYLAND" PROJECT NO.: SB DATED: 02/16/18 THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES NOTES: SOUTHERN NEW JERSEY PHILADELPHIA, PA PITTSBURGH, PA LEHIGH VALLEY, PA SOUTHEASTERN, PA REHOBOTH BEACH, DE 8 M ST ARYL NA ATE AND D8 GR 3/2 ID 01 1 GERMANTOWN ROAD - MD RTE. 11 UPSTATE NEW YORK NEW ENGLAND BOSTON, MA NEW YORK, NY NEW YORK METRO NORTHERN NEW JERSEY SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM SURFACE FEATURES IN THIS AREA NOT FIELD LOCATED, BASED ON MONTGOMERY COUNTY GIS DATED: 08/05/ CRYSTAL ROCK DRIVE GERMANTOWN, MD MONTGOMERY COUNTY THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY; HOWEVER, NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE. TM LEVATIONS ARE BASED ON NGVD29 DATUM DETERMINED BY GPS OBSERVATIONS. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, MONTGOMERY COUNTY, MARYLAND AND INCORPORATED AREAS, PANEL 170 OF 480", COMMUNITY-PANEL NUMBER 24031C0170D, WITH A MAP EFFECTIVE DATE OF SEPTEMBER 29, MELFORD BLVD, SUITE 310 BOWIE, MARYLAND Phone: Fax: ZONING: GR 1.5 H-45 (GENERAL RETAIL) BUILDING SETBACKS ROW, GERMANTOWN ROAD (FRONT): KINDERCARE, CRN ZONE (SIDE): ROW, CRYSTAL ROCK DRIVE (SIDE): 7-11, GR ZONE (BACK): MD@BohlerEng.com 30 FEET 0 FEET 25 FEET 0 FEET PROPERTY HAS ACCESS TO GERMANTOWN ROAD MD RTE. 118 THROUGH AN INGRESS AND EGRESS EASEMENT ALONG CRYSTAL ROCK DRIVE RECORDED IN LIBER 5672 FOLIO ADA 1 ADA B. L. FOX PROJECT DATA TABLE: GR 1.5 H-45 ALL ZONING INFORMATION WAS PROVIDED IN A ZONING MEMORANDUM PREPARED BY BOHLER ENGINEERING, DATED JANUARY 31, 2018 MUST BE VERIFIED PRIOR TO USE OR RELIANCE UPON SAME, TO CONFIRM THE ZONING INFORMATION REPRESENTS AND DEPICTS THE THEN-CURRENT SITE SPECIFIC INFORMATION." SHOULD THERE BE ANY CHANGE IN USE, SETBACK(S) AND/OR SET BACK REQUIREMENTS, ZONING CLASSIFICATION AND/OR ANY OTHER CHANGE OR VARIATION FROM THE CONDITIONS RECORDED HEREIN, THE CLIENT MUST VERIFY COMPLIANCE WITH THE USE, SET BACK, ZONING CLASSIFICATION AND/OR ORDINANCE, REGULATION OR LEGAL REQUIREMENT, PRIOR TO USING OR RELYING UPON THE FINDINGS RECORDED HEREIN, OR REFERENCING SAME AS RELATED TO THE PROPERTY, PROJECT AND/OR DEVELOPMENT. EXISTING PARKING COUNT: 35 STANDARD PROPOSED PARKING COUNT: 17 STANDARD (301) (301) ZONING ORDINANCE PROPOSED IN SITE DEVELOPMENT PLAN STANDARDS B. GROSS TRACT AREA C. MAXIMUM BUILDING HEIGHT 20 45' DRAFT PROFESSIONAL ENGINEER MARYLAND LICENSE No "= 20' D. FLOOR AREA RATIO (FAR) (BUILDING COVERAGE TO GROSS TRACT AREA) E. PUBLIC OPEN SPACE 37 TOTAL 18 TOTAL TREES 8" INCHES DBH AND LARGER HAVE BEEN LOCATED WITHIN THE PROJECT BOUNDARY. H. PARKING SETBACKS TOTAL PUBLIC OPEN SPACE 10% >10% GERMANTOWN ROAD (FRONT) 6' 6' KINDERCARE, CRN ZONE (SIDE) 6' 6' CRYSTAL ROCK DRIVE (SIDE) 6' 6' 7-11, GR ZONE (BACK) 6' 6' GERMANTOWN ROAD 30' 30' CRYSTAL ROCK DRIVE 25' 25' SHEET TITLE: SITE PARKING REQUIREMENTS (GR-1.51) BUILDING FIRST NATIONAL BANK USE CATEGORY RETAIL (BANK) ZONING ORDINANCE DEVELOPMENT STANDARDS PARKING REQUIRED PLAN PARKING PROPOSED MINIMUM MAXIMUM MINIMUM MAXIMUM STANDARD SPACES ADA SPACES 3.5 SPACES/1,000 S.F. OF PATRON USE 6 SPACES/1,000 S.F. OF PATRON USE 3.5/1,000 X ###.## PATRON S.F. = # SPACES 6/1,000 X ###.## PATRON S.F. = # SPACES 17 1 SPACE (1 VAN ACCESSIBLE) # SPACES # SPACES 17 1 I. BUILDING SETBACK TOTAL SPACES 1 GR-1.5 ZONE IS ELIGIBLE TO BE CONSIDERED A REDUCED PARKING AREA. REQUIRED SPACES SHOWN REFLECT THIS REDUCTION. H:\17\MB172099\DRAWINGS\PLAN SETS\SITE PLAN\MB172099SS0.DWG PRINTED BY: ALJUBUNCIC 3:05 PM LAST SAVED BY: ALJUBUNCIC 10 SHEET NUMBER: C-3 OF 4

9 VIII. Appendices Appendix 1a. Institute of Transportation Engineers Vehicle Trip Generation Rate Adjustment Factors Appendix Table 1a. ITE Vehicle Trip Generation Rate Adjustment Factors Policy Area # Residential Office Retail Other 1 Aspen Hill 97% 98% 99% 97% 2 Bethesda CBD 79% 63% 61% 62% 3 Bethesda/Chevy Chase 87% 81% 85% 79% 4 Burtonsville Town Center 96% 96% 99% 97% 5 Chevy Chase Town Center 87% 81% 85% 79% 6 Clarksburg 100% 101% 100% 100% 7 Clarksburg Town Center 100% 101% 100% 100% 8 Cloverly 99% 101% 100% 101% 9 Damascus 101% 100% 100% 100% 10 Derwood 94% 94% 87% 94% 11 Fairland/Colesville 96% 96% 99% 97% 12 Friendship Heights 78% 70% 73% 70% 13 Gaithersburg City 88% 86% 76% 85% 14 Germantown East 95% 95% 97% 91% 15 Germantown Town Center 89% 91% 89% 90% 16 Germantown West 93% 90% 92% 88% 17 Glenmont 90% 91% 96% 91% 18 Grosvenor 81% 84% 75% 80% 19 Kensington/Wheaton 91% 92% 96% 92% 20 Long Branch 91% 92% 96% 92% 21 Montgomery Village/Airpark 93% 102% 93% 102% 22 North Bethesda 83% 87% 71% 82% 23 North Potomac 97% 100% 100% 100% 24 Olney 99% 100% 99% 100% 25 Potomac 97% 98% 96% 98% 26 R&D Village 89% 88% 80% 90% 27 Rockville City 88% 94% 87% 98% 28 Rockville Town Center 79% 80% 70% 79% 29 Rural East 99% 99% 98% 100% 30 Rural West 100% 100% 100% 100% 31 Shady Grove Metro Station 89% 88% 77% 88% 32 Silver Spring CBD 77% 65% 58% 65% 33 Silver Spring/Takoma Park 83% 83% 82% 84% 34 Takoma/Langley 83% 83% 82% 84% 35 Twinbrook 81% 80% 74% 79% 36 Wheaton CBD 85% 85% 76% 84% 37 White Flint 79% 78% 72% 78% 38 White Oak 89% 90% 91% 88% 47

10 Appendix 1b: Mode Split Assumptions by Policy Area Policy Area # Development Type Auto Driver Auto Passenger Transit Non- Motorized 1 Aspen Hill Residential 62.5% 25.8% 5.3% 6.4% 100% Office 74.2% 18.2% 2.9% 4.7% 100% Retail 72.1% 23.4% 1.3% 3.2% 100% Other 74.0% 18.2% 2.5% 5.2% 100% 2 Bethesda CBD Residential 50.9% 20.8% 11.7% 16.6% 100% Office 47.9% 12.6% 23.8% 15.7% 100% Retail 44.2% 16.9% 10.9% 27.9% 100% Other 47.3% 13.2% 23.0% 16.5% 100% 3 Bethesda/Chevy Chase Residential 56.1% 23.6% 7.6% 12.6% 100% Office 61.8% 17.4% 11.5% 9.3% 100% Retail 61.6% 24.7% 3.2% 10.5% 100% Other 60.5% 17.1% 12.6% 9.9% 100% 4 Burtonsville Town Center Residential 62.3% 25.9% 4.9% 6.9% 100% Office 73.0% 19.8% 2.8% 4.3% 100% Retail 71.6% 24.3% 1.0% 3.1% 100% Other 73.9% 19.4% 2.5% 4.2% 100% 5 Chevy Chase Town Center Residential 56.1% 23.6% 7.6% 12.6% 100% Office 61.8% 17.4% 11.5% 9.3% 100% Retail 61.6% 24.7% 3.2% 10.5% 100% Other 60.5% 17.1% 12.6% 9.9% 100% 6 Clarksburg Residential 64.5% 27.1% 2.5% 5.9% 100% Office 76.5% 20.0% 0.0% 3.5% 100% Retail 72.3% 25.7% 0.0% 2.0% 100% Other 76.2% 20.3% 0.0% 3.5% 100% 7 Clarksburg Town Center Residential 64.5% 27.1% 2.5% 5.9% 100% Office 76.5% 20.0% 0.0% 3.5% 100% Retail 72.3% 25.7% 0.0% 2.0% 100% Other 76.2% 20.3% 0.0% 3.5% 100% 8 Cloverly Residential 64.1% 26.4% 3.5% 5.9% 100% Office 76.8% 19.0% 0.7% 3.5% 100% Retail 72.8% 25.1% 0.2% 2.0% 100% Other 76.5% 19.2% 0.8% 3.4% 100% 9 Damascus Residential 65.4% 26.6% 2.2% 5.8% 100% Office 76.1% 20.3% 0.1% 3.5% 100% Retail 72.5% 25.5% 0.0% 1.9% 100% Other 76.1% 20.4% 0.1% 3.5% 100% 10 Derwood Residential 61.0% 26.6% 5.6% 6.8% 100% Office 71.4% 20.4% 3.6% 4.5% 100% Retail 63.4% 28.7% 2.2% 5.7% 100% Other 71.3% 20.4% 3.7% 4.6% 100% 11 Fairland/Colesville Residential 62.3% 25.9% 4.9% 6.9% 100% Office 73.0% 19.8% 2.8% 4.3% 100% Retail 71.6% 24.3% 1.0% 3.1% 100% Other 73.9% 19.4% 2.5% 4.2% 100% 12 Friendship Heights Residential 50.3% 19.4% 15.4% 14.8% 100% Office 53.0% 9.9% 24.5% 12.6% 100% Retail 52.8% 15.4% 11.8% 19.9% 100% Other 53.4% 9.7% 23.9% 13.0% 100% 13 Gaithersburg City Residential 56.7% 26.8% 5.4% 11.1% 100% Office 65.4% 23.5% 4.1% 7.1% 100% Retail 55.0% 32.7% 2.4% 10.0% 100% Other 64.4% 24.5% 3.8% 7.3% 100% Total 48

11 Appendix Table 1b: Mode Split Assumptions by Policy Area Policy Area # Development Type Auto Driver Auto Passenger Transit Non- Motorized 14 Germantown East Residential 61.5% 26.9% 4.3% 7.4% 100% Office 72.1% 21.1% 1.8% 5.0% 100% Retail 70.1% 25.3% 1.1% 3.5% 100% Other 69.5% 23.2% 2.5% 4.8% 100% 15 Germantown Town Center Residential 57.7% 27.0% 5.4% 9.9% 100% Office 69.2% 20.4% 4.5% 5.8% 100% Retail 64.5% 26.5% 2.5% 6.4% 100% Other 68.2% 20.1% 5.3% 6.4% 100% 16 Germantown West Residential 60.4% 26.9% 4.1% 8.6% 100% Office 68.2% 22.9% 3.2% 5.8% 100% Retail 66.4% 27.6% 1.2% 4.8% 100% Other 67.0% 23.5% 3.3% 6.2% 100% 17 Glenmont Residential 58.4% 24.8% 10.0% 6.8% 100% Office 69.5% 16.8% 8.2% 5.6% 100% Retail 69.5% 22.7% 4.0% 3.9% 100% Other 69.1% 16.9% 8.4% 5.6% 100% 18 Grosvenor Residential 52.3% 25.8% 11.9% 10.0% 100% Office 63.4% 16.5% 13.3% 6.8% 100% Retail 54.7% 27.5% 8.4% 9.5% 100% Other 61.0% 17.2% 15.4% 6.3% 100% 19 Kensington/Wheaton Residential 59.1% 25.4% 8.1% 7.4% 100% Office 69.6% 18.6% 6.1% 5.7% 100% Retail 69.8% 23.8% 2.1% 4.3% 100% Other 69.8% 18.7% 5.6% 5.9% 100% 20 Long Branch Residential 54.0% 21.0% 10.1% 14.9% 100% Office 63.0% 10.7% 15.1% 11.2% 100% Retail 59.5% 17.2% 6.9% 16.4% 100% Other 63.8% 10.5% 14.0% 11.6% 100% 21 Montgomery Village/Airpark Residential 59.9% 26.8% 4.6% 8.6% 100% Office 77.7% 15.1% 2.9% 4.3% 100% Retail 67.7% 25.1% 1.7% 5.4% 100% Other 77.4% 15.1% 2.8% 4.7% 100% 22 North Bethesda Residential 53.8% 25.9% 8.0% 12.3% 100% Office 65.8% 18.4% 8.6% 7.3% 100% Retail 51.6% 28.4% 6.1% 14.0% 100% Other 62.4% 19.5% 9.4% 8.7% 100% 23 North Potomac Residential 63.0% 27.1% 3.0% 7.0% 100% Office 75.7% 18.6% 0.8% 4.8% 100% Retail 72.4% 24.1% 0.6% 2.9% 100% Other 75.8% 18.8% 1.0% 4.4% 100% 24 Olney Residential 64.3% 26.4% 3.3% 6.1% 100% Office 76.3% 19.4% 0.7% 3.6% 100% Retail 72.1% 24.8% 0.5% 2.6% 100% Other 76.3% 19.5% 0.7% 3.5% 100% 25 Potomac Residential 62.6% 26.8% 4.1% 6.5% 100% Office 74.4% 19.3% 2.2% 4.1% 100% Retail 69.8% 25.7% 1.8% 2.7% 100% Other 74.8% 19.5% 2.1% 3.7% 100% 26 R&D Village Residential 57.3% 27.3% 5.7% 9.7% 100% Office 66.7% 23.5% 4.4% 5.4% 100% Retail 58.0% 34.1% 2.0% 6.0% 100% Other 68.8% 22.4% 3.8% 5.1% 100% Total 49

12 Appendix Table 1b: Mode Split Assumptions by Policy Area Policy Area # Development Type Auto Driver Auto Passenger Transit Non- Motorized 27 Rockville City Residential 56.8% 26.6% 6.3% 10.2% 100% Office 71.7% 17.4% 5.4% 5.5% 100% Retail 62.8% 25.6% 3.3% 8.2% 100% Other 74.7% 15.3% 4.8% 5.1% 100% 28 Rockville Town Center Residential 51.3% 25.3% 8.9% 14.5% 100% Office 60.5% 16.7% 12.3% 10.5% 100% Retail 51.0% 26.5% 6.8% 15.6% 100% Other 59.9% 16.9% 12.4% 10.8% 100% 29 Rural East Residential 64.0% 28.2% 2.6% 5.3% 100% Office 75.4% 20.6% 0.3% 3.7% 100% Retail 71.2% 26.8% 0.1% 1.9% 100% Other 75.8% 20.2% 0.5% 3.6% 100% 30 Rural West Residential 64.8% 28.2% 1.8% 5.2% 100% Office 76.0% 20.4% 0.0% 3.6% 100% Retail 72.6% 25.7% 0.0% 1.7% 100% Other 76.1% 20.3% 0.1% 3.5% 100% 31 Shady Grove Metro Station Residential 57.7% 26.4% 8.7% 7.1% 100% Office 67.0% 20.6% 6.8% 5.5% 100% Retail 55.9% 29.2% 3.8% 11.1% 100% Other 66.9% 20.6% 7.2% 5.2% 100% 32 Silver Spring CBD Residential 50.1% 18.8% 13.6% 17.5% 100% Office 49.6% 9.0% 26.6% 14.9% 100% Retail 42.4% 12.6% 20.9% 24.0% 100% Other 49.2% 8.7% 26.8% 15.2% 100% 33 Silver Spring/Takoma Park Residential 54.0% 21.0% 10.1% 14.9% 100% Office 63.0% 10.7% 15.1% 11.2% 100% Retail 59.5% 17.2% 6.9% 16.4% 100% Other 63.8% 10.5% 14.0% 11.6% 100% 34 Takoma/Langley Residential 54.0% 21.0% 10.1% 14.9% 100% Office 63.0% 10.7% 15.1% 11.2% 100% Retail 59.5% 17.2% 6.9% 16.4% 100% Other 63.8% 10.5% 14.0% 11.6% 100% 35 Twinbrook Residential 52.3% 26.2% 9.7% 11.8% 100% Office 60.8% 17.2% 13.7% 8.3% 100% Retail 53.6% 27.8% 7.2% 11.4% 100% Other 60.2% 17.5% 13.9% 8.5% 100% 36 Wheaton CBD Residential 55.3% 24.9% 11.6% 8.2% 100% Office 64.3% 15.0% 13.1% 7.5% 100% Retail 54.8% 25.2% 7.6% 12.4% 100% Other 64.2% 15.1% 13.1% 7.6% 100% 37 White Flint Residential 51.4% 26.3% 10.7% 11.6% 100% Office 59.2% 17.8% 14.4% 8.5% 100% Retail 52.2% 28.3% 8.2% 11.3% 100% Other 59.5% 17.9% 14.0% 8.6% 100% 38 White Oak Residential 57.9% 25.8% 7.8% 8.5% 100% Office 68.7% 22.6% 3.3% 5.4% 100% Retail 65.7% 28.0% 2.0% 4.3% 100% Other 66.9% 23.9% 3.4% 5.8% 100% Total 50

13 areawide recommendations TRANSPORTATION Transportation Framework This Sector Plan is transit- and pedestrianoriented. Both the overall planning framework and the design of each district emphasize public transportation, walking, and biking. The overall development pattern requires construction of the Corridor Cities Transitway (CCT) to support the recommended densities and link the centers to each other and the regional transportation system. The CCT s route and stations establish a framework that focuses on the highest density at the Town Center station with lower densities at other stations. The Plan recommends a CCT loop to serve districts and increase employment on both sides of I-270. Roadway design must also accommodate transit. MARC station improvements are recommended to provide better access for pedestrians, bus patrons, and up-county commuters. Major changes are recommended for I-270, state highways, and other major roadways. Interstate 270 and MD 355, MD 118, MD 27, Great Seneca Highway, Father Hurley Boulevard, Crystal Rock Drive, Middlebrook Road, and Observation Drive are major transportation arteries. These roadways tend to divide the areas through which they pass. They are built at a scale and operate in a way that discourages pedestrians in favor of vehicle traffic. This Plan supports additional lanes for I-270 to serve through traffic better by providing lanes for transit and high-occupancy vehicles. It recommends changes to the other thoroughfares designed to accommodate pedestrians, bicyclists, and transit. A dense grid of local and arterial roads is proposed to disperse traffic and improve circulation, access, and the pedestrian environment. One-way pairs might also be used to improve circulation. A detailed streetscape plan will implement this Plan and provide consistent standards for street trees and other plantings, lighting, sidewalks and crossings, furnishings, bike accommodations, and on-street parking. Map 9 Proposed Corridor Cities Transitway Alignment 30 Germantown Forward Approved and Adopted - October 2009

14 areawide recommendations Major enhancements and changes to the transportation system are necessary to achieve the Plan s vision. It proposes a layered network of transit, roadways, bike and pedestrian facilities to support and serve the businesses, institutions, and residents of the planning area. Transportation demand management is a preferred means for maintaining transportation capacity. Transit Germantown will become a transit center. Along with MARC and bus service, the CCT will provide redevelopment capacity and travel options. The CCT will also be a force in shaping the Germantown community, forming and connecting distinct centers. It is vital to make pedestrian connections to these facilities. Corridor Cities Transitway (CCT) The CCT is a pivotal infrastructure investment for Germantown and the entire north County. This Plan is focused on delivery of the transit line. The densities proposed are determined by the location of the proposed transit stops. The phasing of development is linked to delivery of the transit service. There are several key links in the CCT transit alignment. Century Boulevard through the Town Center will be the hub of the CCT in Germantown. Locate the Town Center transit station on the Bellemead property where station access is greatest by pedestrians and bus riders. The CCT transit line enters Germantown from the south on the west side of I-270 and follows a separate right-of-way over Middlebrook Road. The greatest number of transit support facilities will occur at the Town Center station including bus bays and kiss-and-ride spaces. From the Town Center station, and through the Cloverleaf and North End districts, Century Boulevard will be a transit- and pedestrianoriented street, with four vehicle lanes, pedestrian or bike facilities, and planted green panels on both sides. After crossing to the east side of I-270 to the Dorsey Mill station, the transitway will turn north in the median of Observation Drive to Clarksburg. An eastern segment of the CCT will cross I-270 from south of the Cloverleaf station to Seneca Meadows Parkway and the future Seneca Meadows station. The transit alignment then turns north crossing over MD 27 to the location where the western alignment and eastern alignment rejoin, just west of the Dorsey Mill station. The planned CCT alignment serves the west side of I-270 in the near-term and the east side of I-270 in the long-term. The Town Center CCT station is located on the Bellemead property to maximize access by pedestrians and bus riders. The CCT station previously considered along Middlebrook Road has been deleted. Transit stations along the CCT should be designed to provide convenient and safe pedestrian access and each should incorporate public art that conveys community identity and a sense of place. Potential CCT eastern alignments should be evaluated for ways to better serve the Montgomery College Campus for future phases of the CCT. Bus Transit and MARC Initiate a circulator bus providing frequent service between the Town Center, MARC station, and transit neighborhoods. This service may be funded by the proposed urban service district. MetroRapid bus rapid transit in Los Angeles, CA Expand access to MARC service for patrons who walk to the station by concentrating residential development near the station. Include additional MARC parking in garages where MARC surface parking exists complying with design guidelines for location and height to minimize impact to the adjoining Germantown Historic District. Germantown Forward Approved and Adopted - October

15 areawide recommendations Map 10 Bicycle Network Bicycle and Pedestrian Routes Germantown s existing and planned bicycle facilities include shared use paths, shared use roads, and park trails. In addition to bicycle facilities, sidewalks and trails will connect transit stations, residential, and commercial areas. Redevelopment must reinforce pedestrian-oriented design, particularly in the centers. In certain neighborhoods, specific pedestrian paths are recommended to connect to the Town Center and to other transit station areas. Remove the Park Access Road recommended in the 1989 Plan from Crystal Rock Drive to Black Hill Regional Park; retain unpaved trail sections. Extend the natural surface trail along the Seneca Greenway from the trailhead parking lot on MD 355 to the proposed Upcounty Corridor Trail. Install a missing bikeway connection from Pinnacle Drive to Celebration Way in the Town Center. Provide a Bicycle Beltway that connects Germantown to parks and trails to the north, south and east. Close the gap between Middlebrook Road east of MD 355 and Brink Road by building the bikeway along the master plan alignment for M-83, or an alternative if M-83 is not built. 32 Germantown Forward Approved and Adopted - October 2009

16 areawide recommendations Street Character Pedestrian-friendly Intersection Design Map 11 Street Character Widening street intersections is inconsistent with creating Germantown as a transit-served, pedestrian-scaled community; the intersections with MD 118 should not be widened unless needed for pedestrian safety, improved bus access or bicycle access and safety. Elsewhere, if lane widening is required for transportation capacity, notably in the vicinity of I-270 interchanges, do not exceed 60-foot crossings without a landscaped median for pedestrian refuge. Crosswalks should be marked and should provide adequate crossing time to accommodate pedestrians of all ages and abilities safely. Parking Parking policy should encourage transit ridership, require fewer parking spaces, and take advantage of shared parking. A parking district for the Town Center should be established soon after the adoption of this Plan. Projects should include flex cars and spaces, use structured parking where feasible (or otherwise ensure that project design does not preclude future options for structured parking), and screen parking from the street. Germantown Forward Approved and Adopted - October

17 areawide recommendations Illustration 1 Illustrated Street Standards and Guidelines 34 Germantown Forward Approved and Adopted - October 2009

18 areawide recommendations Illustration 2 Illustrated Street Standards and Guidelines Germantown Forward Approved and Adopted - October

19 areawide recommendations Map 12 Roadway Network Street Network The street network is proposed to serve regional and through traffic with highways, but also to fill in a complete network of local roads, accommodate exclusive transit routes, and create pedestrian and bike routes that create a range of transportation alternatives. The goal is to create as close to a grid pattern as possible to allow local traffic options for getting places without using main roads. A sound grid pattern of streets also allows for other means of transport. Highways This Plan supports the planned I-270 widening to a 12-lane facility with some preferential treatment to transit vehicles and high-occupancy vehicles. The Maryland State Highway Administration is studying options that include express toll lanes. Along the MD 355 corridor, traffic congestion will be severe at intersections with Ridge Road (MD 27) and other east-west routes. This Plan carries forward the 1989 Plan recommendation for a grade-separated interchange at MD 27 and adds grade-separated interchanges at Middlebrook Road and MD 118. An urban network alternative to grade-separated interchanges is also possible. This pattern of at-grade, one-way couplets around a town square feature is applied where major highways meet. Preliminary analyses indicate that this approach could provide capacity comparable to the proposed grade-separated interchanges. The urban network has a lower capital cost, 36 Germantown Forward Approved and Adopted - October 2009

20 areawide recommendations but requires a substantial and coordinated redevelopment. The Plan recommends that the urban network concept be studied further, either as a supplement to this Plan or as part of a project planning study. The Montgomery County Department of Transportation s (MCDOT) study of Midcounty Highway Extended (M-83) is expected to be completed in Spring The road s alignment is outside the Plan area but for purposes of analysis, has been assumed to be part of the regional transportation network. One alternative to a new right-of-way for Midcounty Highway is improving MD 355. MCDOT has found that the current 150-foot right-of-way and maintaining existing development would not meet capacity need. The study will be expanded to examine a 250-foot right-of-way. Staging in this Plan will link the ultimate right-of-way width to the County Council s decision on the Midcounty Highway study. Arterial Road Network There are several gaps in the road network that serves local traffic. To meet the demands anticipated as a result of new development, this Plan recommends new roads as well as extending and widening existing roads. Development of a more robust street grid will enhance pedestrian and automobile access, particularly to CCT and MARC stations. This Plan adds several new roads to the 1989 Germantown Plan network. Direct access for the Dorsey Mill transit station to and from the north along I-270. This access can be provided by either direct access ramps at the Dorsey Mill Road interchange or a revision to the Father Hurley Boulevard interchange. The new access would improve intermodal connection between future managed lanes and bus service on I-270 and the future transit service supplied by the CCT along Century Boulevard. This access would also reduce congestion at the junction of Father Hurley Boulevard with Crystal Rock Drive, reduce commercial use of Kinster Drive, and provide better access to businesses along Century Boulevard. A crossing of I-270 will be created for the CCT on Dorsey Mill Road which will improve multimodal access, east-west travel, and traffic distribution. Connect Observation Drive through the Montgomery College campus from MD 118 to Middlebrook Road. Use the existing rightof-way of Observation Drive within an 80-foot right-of-way to include a four-lane roadway (with off-peak parking) and a continuous shared use, north-south bike and pedestrian path. Reclassify the following major highways to controlled major highways to reflect their existing and anticipated character and function. The existing street tree location, spacing, maintenance, and replacement should be maintained for these roadways: Great Seneca Highway Father Hurley Boulevard Ridge Road Frederick Road An urban transportation network of four one-way streets around a village green designed by Calthorpe Associates for San Elijo Hills, CA. Germantown Forward Approved and Adopted - October

21 areawide recommendations Local Street Network Creating a grid pattern provides vehicle travel alternatives at a scale that can also serve walkers and cyclists. The Germantown grid is designed to facilitate transit connections. The Plan s recommendations to reclassify many local roads from industrial to business reflects the changing character of Germantown and provides the opportunity to create design speeds, lane widths, and streetscaping that serve both vehicles and pedestrians. Add Walter Johnson Road (B-3) to the Sector Plan along with Bowman Mill Road (B-16) to facilitate MARC station access. Remove Blunt Road s (B-8) proposed cul-desac and connect it to Middlebrook Road. Extend Century Boulevard (B-10) west across Wisteria Drive to opposite the extension of Waterford Hills Boulevard. Continue Waterford Hills Boulevard (B-22) south to connect with Waters Road and continue further south to the extension of Century Boulevard (B-10). Extend Waters Road (B-5) to connect to Germantown Road. Connect Crystal Rock Drive and Century Boulevard with two new roads (B-17 and B-19). Reclassify Kinster Road (MA-299) and the (MA-1) as minor arterial roadways to reflect their arterial function in a predominantly residential setting. Extend Cider Press Place (MA-4) to connect to Observation Drive and MD 355. Reclassify the following industrial roads to business streets to reflect their anticipated commercial and mixed-use character and function. Aircraft Drive Century Boulevard Cloverleaf Center Drive Crystal Rock Road Dorsey Mill Road Goldenrod Lane Seneca Meadows Road (formerly Goldenrod Lane) Evaluate a circulation pattern during the design of the Town Center transit station that converts Crystal Rock Drive into a one-way street northbound between MD 118 and Aircraft Drive, and converts Aircraft Drive into a one-way street southbound between Crystal Rock Drive and MD 118. Channel northbound traffic on Crystal Rock Drive to allow for a longer queue for traffic from I-270 and achieve bus door access on the right side adjacent to the Transit Center as buses circulate around the Bellemead property and transit station. southwestern portion of Crystal Rock Road 38 Germantown Forward Approved and Adopted - October 2009

22 implementation Facility & Segment From To Master Plan Road # Proposed ROW (ft) Lanes 1 Bike Routes Target Speed 2 Cross- Section 3 Cloverleaf Center Dr Aircraft Dr B * 4-D SP TBD Aircraft Dr Crystal Rock Dr B * 4-D 25 TBD Crystal Rock Dr Proposed Waterford Hills Blvd Extension B Cider Barrel Rd Germantown Rd Gunners Dr P Cider Press Pl Observation Dr Extension Frederick Rd (MD 355) MA Cloverleaf Center Dr Century Blvd Crystal Rock Rd B D LB-4 35 TBD Crystal Rock Dr Proposed Dorsey Mill Rd Extension (B-14) Black Hill Park Access B Black Hill Park Access Kinster Dr B SP Kinster Dr Aircraft Dr A D LB TBD Aircraft Dr Germantown Rd B D LB TBD Germantown Rd Middlebrook Rd MA PB As built Middlebrook Rd Wisteria Dr B DB TBD Dorsey Mill Rd Proposed Crystal Rock Dr extension (B-11) Proposed Observation Dr extension (A-19) B SP TBD Father Hurley Blvd CSX Crystal Rock Dr CM D SP Crystal Rock Dr I-270 CM D SP Fredrick Rd (MD 355) *** Great Seneca Creek Little Seneca Creek CM-6 250** 6-D SP TBD Germantown Rd (MD 118) CSX Railroad Tracks I-270 west side ramps M D DB TBD * Includes right-of-way for Corridor Cities Transitway. ** An alternative route connecting Observation Drive to MD 355 in the vicinity may be selected, as long as it is a 2-lane minor arterial with direct access to and from northbound and southbound MD 355. *** This Plan recommends a 250 right-of-way for Frederick Road (MD 355) pending completion of the Midcounty Highway Extended (M-83) and Countywide Bus Rapid Transit facility planning studies. Following completion of these studies, the Council may by resolution set a smaller minimum right-of-way, but not less than Germantown Forward Approved and Adopted - October 2009

23 implementation Facility & Segment From To Master Plan Road # Proposed ROW (ft) Lanes 1 Bike Routes Target Speed 2 Cross- Section 3 I-270 west side ramp Frederick Rd (MD 355) M D DB Goldenrod La Germantown Rd Observation Dr Extension B LB-1 25 TBD Great Seneca Hwy (MD 119) CSX Railroad Bridge Middlebrook Rd CM D SP Gunners Branch Dr Frederick Rd (MD 355) Frederick Rd (MD 355) P-4 I-270 Great Seneca Creek Little Seneca Creek F D Kinster Dr Century Blvd (B-10) Crystal Rock Dr MA D DB As built Locbury Dr Wisteria Dr Middlebrook Rd B TBD Middlebrook Rd Crystal Rock Dr P Asbuilt Middlebrook Rd Father Hurley Blvd Germantown Rd B D SP TBD Germantown Rd Crystal Rock Dr M D SP Crystal Rock Dr Frederick Rd (MD 355) M D SP Observation Dr Little Seneca Creek Dorsey Mill Rd A * 4-D DB TBD Dorsey Mill Rd Germantown Rd A D DB Germantown Rd Middlebrook Rd A DB Oxbridge Dr Cider Barrel Rd Frederick Rd (MD 355) P As built Ridge Rd (MD 27) I-270 Fredrick Rd CM D SP Scenery Dr Middlebrook Rd Frederick Rd A Germantown Forward Approved and Adopted - October

24 implementation Facility & Segment From To Master Plan Road # Proposed ROW (ft) Lanes 1 Bike Routes Target Speed 2 Cross- Section 3 Seneca Meadows Pkwy Germantown Rd CCT east leg B D LB CCT east leg Observation Dr B * 4-D LB-3 30 TBD Shakespeare Blvd Observation Dr Frederick Rd A D DB Walter Johnson Dr Bowman Mill Road 500 feet west of Middlebrook Rd B LB Waring Station Rd Middlebrook Rd Summer Oak Dr A Waters Road Germantown Rd Waterford Hills Blvd B LB Waterford Hills Blvd Wisteria Dr B Waterford Hills Blvd (Fairfield Rd) Father Hurley Blvd Century Blvd (B-10) B D LB Wisteria Dr Father Hurley Blvd Germantown Rd B D 25 TBD Germantown Rd Crystal Rock Dr B D DB TBD Crystal Rock Dr Great Seneca Hwy A D DB TBD New Road Century Blvd Crystal Rock Dr B New Road Century Blvd Crystal Rock Dr B LB-2 35 TBD New Road Seneca Meadows Pkwy Milestone Center Dr B * 2 LB Germantown Forward Approved and Adopted - October 2009

25 implementation BICYCLE SYSTEM The Germantown study area is served by a network of existing and planned bicycle facilities, including shared use paths, shared use roads, and park trails. A proposed hard surface trail system along Great Seneca Creek will allow recreational cyclists and walkers to travel from Seneca Greenway to Damascus using the Magruder Trail via the North Germantown Greenbelt and through Clarksburg per the Countywide Park Trails Plan. This Plan also proposes that the existing Seneca Greenway Trail have the natural surface trail extended. A hard surface trail should be provided connecting from the trailhead parking lot on MD 355 to the proposed Upcounty Corridor. The access roadway from Century Boulevard to Table 6: Bikeway Classifications Black Hill Regional Park should be removed due to environmental concerns, although an unpaved trail connection should be retained. The table below contains information from the Montgomery County Countywide Bikeway Plan for the study area. Although this Sector Plan doesn t recommend specific sidewalks and pedestrian facilities, they are an important part of connectivity to transit stations, residential, and commercial areas. One connection that is of particular interest is a missing connection from Pinnacle Drive to Celebration Way. As part of the Road Code, design elements should foster pedestrian-oriented design, particularly in the Plan s urban areas. In certain neighborhoods, specific pedestrian pathways are recommended to facilitate access to the Town Center and Transit Station Development Areas. Facility & Segment From To Bowman Mill Rd Master Plan Bike Route 1 Proposed Type Walter Johnson Dr Waters Rd (B-5) LB-8 Local Signed Shared Roadway / On-Road (Class 3) Proposed Cider Press Pl Observation Dr Extension Frederick Rd (MD 355) LB-11 Local Signed Shared Roadway / On-Road (Class 3) Proposed Century Blvd Proposed Dorsey Mill Rd (B-14) Aircraft Dr SP-66 Countywide Shared use path Cloverleaf Center Dr Century Blvd Crystal Rock Dr LB-4 Local Shared Use Path/Off-Road (Class 1) Corridor Cities Transitway Shady Grove Metro Station Clarksburg Town Center SP-66 Countywide Shared use path 1 SP=Shared Use Path; DB=Dual Bikeway, which is a shared use path signed shared roadway; PB=Proposed Bikway; LB=Local Bikeway Germantown Forward Approved and Adopted - October

26 implementation Facility & Segment From To Corridor Cities Transitway (eastern crossing) 90 Germantown Forward Approved and Adopted - October 2009 Master Plan Bike Route Number Proposed Type Century Blvd Seneca Meadows Pkwy LB-2 Local Shared Use Path/Off-Road (Class 1) Proposed Crystal Rock Dr Wisteria Dr Germantown Rd DB-34 Dual Bikeway: Shared Use Path Proposed/Signed Shared Roadway Proposed Germantown Rd Kinster Dr 2 LB-37 Local Shared use roadway Kinster Dr Black Hill Regional Bikeway Trail SP-75 Shared use path Father Hurley Blvd CSX I-270 SP-68 Countywide Shared use path Frederick Rd (MD 355) Little Seneca Creek Boland Farm Rd SP-72 Countywide Shared Use Path/Off-Road (Class 1) Existing Boland Farm Rd Middlebrook Rd SP-72 Countywide Shared Use Path/Off-Road (Class 1) Proposed Middlebrook Rd Seneca Creek Park SP-72 Countywide Shared Use Path/Off-Road (Class 1) Existing Germantown Rd (MD 118) CSX tracks Frederick Rd (MD 355) DB-25 Countywide Dual Bikeway: Shared Use Path Proposed / Signed Shared Roadway Proposed Goldenrod La Germantown Rd Observation Dr Extension LB-1 Local Signed Shared Roadway / On-Road (Class 3) Proposed Great Seneca Hwy (MD 117) Middlebrook Rd CSX tracks SP-63 Countywide Shared Use Path/Off-Road (Class 1) Existing Kinster Dr Century Blvd Crystal Rock Dr DB-36 Dual Bikeway: Shared Use Path Existing / Signed Shared Roadway Proposed Middlebrook Rd (CO 141) Father Hurley Blvd Crystal Rock Dr SP-71 Countywide Shared Use Path/Off-Road (Class 1) Proposed Crystal Rock Dr Frederick Rd (MD 355) SP-71 Countywide Shared Use Path/Off-Road (Class 1) Existing Observation Dr Little Seneca Creek Dorsey Mill Rd DB-32 Dual Bikeway: Shared Use Path Existing/Signed Shared Roadway Proposed 2 Evaluate the feasibility of bike lanes in this segment

APPENDIX 14: CONNECTIONS: TRANSPORTATION ANALYSIS. Transportation Planning, Analysis

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