CREEK TOWN & COUNTRY INDIAN CECIL WOODS TERRACE TR. PK. RD MHP EX. PHASE II // SECTION V A FALLS RD MANASSAS DR NORTH EAST SEMINARY // // PRESTIGE // INDIAN //

// CHATHAM // SECTION V B // FALLS VILLAGE MALVERN // (formerly PHILA. BALTO. & WASHINGTON R.R. R/W) WOODS WAY // SECTION VI LA RAVEN CT SUMPTER RAILROAD R/W SHILOH DR SECTION III A FLINTDR

MONTGOMERY LA PULASKI HIGHWAY NORTH SECTION II WILDERNESS RD SECTION III B FAIR ACRES SECTION IV RD COORDINATE SYSTEM (NAD '83/91)

EX. PHASE IA 15' DRAINAGE AND UTILITY SECTION I AND H.O.A. ESMT

VARIES (70' MIN.)

MECHANICS VALLEY ROAD 35' MIN. 25' VARIES GATCHELL LANE // 5' MIN. // OAK HILL LANE MIN. DEANS BANK RD

// // PHASING PLAN MERREY ALTMONT FAITH TABERNACLE // SCALE: 1" = 750' CAMP ST PLACE TR 110322 MIN. LOT WIDTH = NOT SPECIFIED BY MPC

// MIN. FRONT YARD SETBACK = 25' LINCOLNAVE ALLISONTYLER

DR MIN. SIDE YARD SETBACK = 5' JETHRO VARIES VARIES // ST ROOSEVELT MIN. REAR YARD SETBACK = 35' OLD ROAD MAX. BUILDING HEIGHT = 40' // CEMETERY ROAD TR 505

// SITE ELK NECK 15' DRAINAGE AND UTILITY 25' MIN. 18' 7' 15' AND H.O.A. ESMT CAMP- STATE FOREST TYP. 5' CONC. WALK (TYP.) BELL LANE MOUNTABLE CURB & GUTTER PROP. SANITARY MAIN 50'-60' 22'-32' R.O.W. PAV. PROP. WATER MAIN NORTH EAST ELEMENTARY SCHOOL

// COPYRIGHT ADC THE MAP PEOPLE PERMITTED USE No. 20906155 ADC MAP No'S. 11 GRID No'S. 8-9

TYPICAL CORNER LAYOUT // LOCATION MAP

// SINGLE FAMILY DETACHED DWELLING SCALE: 1" = 1000'

// NOT TO SCALE

//

//

// SECTION V A SECTION VI SECTION V A SECTION III A N 708,750

SECTION V A

SECTION II E 1,615,250

SECTION V A

SECTION III A

SECTION VI

SECTION VI

SECTION III A SITE DATA SECTION II

1. OWNERS: 1 P.H. PROPERTIES, LLC 9616 BELAIR ROAD , MARYLAND 21236 SECTION VI EX. PHASE II TM 31 PARCEL 1355, 235 (WLB 03127/0129) SECTION III A FINAL PLATS 1 THROUGH 5 - PHASE 1 EX. PHASE I SECTION VI 2. CONTRACT PURCHASER: WORF, LLC 2301 RUTLEDGE ROAD FALLSTON, MARYLAND 21047 ATTN: TOM O'LAUGHLIN SECTION IV PHONE: 410.458.2635

3. PLAN BY: MORRIS & RITCHIE ASSOCIATES, INC. SECTION VB 3445-A BOX HILL CORPORATE CENTER DRIVE ABINGDON, MARYLAND 21009 ATTN: AMY DIPIETRO, P.E., LEED AP SECTION IIIB PHONE: 410.515.9000 4. TOWN ZONING: R-4 AND "MASTER PLANNED COMMUNITY" OVERLAY DISTRICT

SECTION IV 5. DEVELOPMENT TYPE: MASTER PLANNED COMMUNITY (MPC) DENSITY FACTOR ACREAGE OF SITE ADJUSTED TRACT AC. SECTION III A 6. TOTAL ACREAGE: 195.94 AC ± SECTIONS 1, 2 AND 4 ACREAGE: 44.18 AC ± DF-1 0.00 0.00 AC 0.00 AC DF-2 0.05 9.93 AC 0.49 AC DF-3 0.25 0.00 AC 0.00 AC 7. ADJUSTED TRACT ACREAGE: DF-5 0.75 14.07 AC 10.55 AC DF-6 1.00 171.94 AC 171.94 AC TOTAL 195.94 AC 182.99 AC

8. TOTAL NUMBER OF LOTS 345 SINGLE- FAMILY DETACHED (62.8%) (54 EXISTING) PREVIOUSLY 181 SINGLES- (28.4%) IN PROJECT: 62 TOWNHOUSES (11.3%) (50 EXISTING) 180 NON-GARAGE TOWNS 142 DUPLEXES (25.8%) (0 EXISTING) 90 GARAGE TOWNS 549 TOTAL UNITS 186 DUPLEXS TOTAL : 637 UNITS TOTAL NUMBER OF LOTS EX. PHASE 1 = 78 SINGLE- FAMILY DETACHED PER SECTIONS: EX. PHASE 2 = 26 DUPLEXES 62 TOWNHOUSE SOILS DATA SECTION 1 = 35 SINGLE- FAMILY DETACHED SECTION 2 = 33 SINGLE- FAMILY DETACHED SOIL SECTION 3A = 31 SINGLE- FAMILY DETACHED SYMBOL SLOPE HYDRIC K-FACTOR SERIES SECTION 3B = 60 DUPLEXES SECTION 4 = 40 SINGLE- FAMILY DETACHED SECTION IV AuB2 AURA 2-5% NO >.35 SECTION 5A = 81 SINGLE- FAMILY DETACHED ChB2 CHILLUM 2-5% NO >.35 SECTION 5B = 56 DUPLEXES SECTION IV SECTION 6 = 47 SINGLE- FAMILY DETACHED SECTION I ChC2 CHILLUM 5-10% NO >.35 550 TOTAL UNITS EX. PHASE I EvB EVESBORO 0-5% NO <.35 8. DENSITY: 3.00 D.U. / ADJUSTED TRACT ACRE (549 D.U. / 182.99 AC.) FmA FALLSINGTON 0-2% YES >.35 FmB FALLSINGTON 2-5% YES >.35 9. TOTAL REQ. OPEN SPACE: 54.90± AC. (30% OF ADJUSTED TRACT AREA) TOTAL PROP. OPEN SPACE: 87.22± AC. (47.7% OF ADJUSTED TRACT AREA) KpB2 KEYPORT 2-5% NO >.35 SECTION 1, 2 & 4 PROP. OPEN SPACE: 18.00± AC. (40.7% OF SECTION 1, 2 AND 4) VARIES (50' MIN.) KpC2 KEYPORT 5-10% NO >.35 >.35 10. REQUIRED PARKING: 218 SPACES (2 SPACES / DWELLING) SECTIONS 1, 2 & 4 ONLY SECTION II KpD2 KEYPORT 10-15% NO PROPOSED PARKING: 0 OFF-LOT SPACES SECTION I LoA LEONARDTOWN 0-2% YES >.35 218 DRIVEWAY SPACES 218 GARAGE SPACES LoB LEONARDTOWN 2-5% YES >.35 436 PARKING SPACES

35' - MIN. 5' VARIES LyC LOAMY & CLAYEY NO >.35 5' MIN. PARKING SPACE DIM: 9'X18' (TYPICAL) MIN. LyD LOAMY & CLAYEY - NO >.35 SaC2 SASSAFRAS 5-10% NO >.35 11. THIS SITE IS NOT IMPACTED BY A 100-YEAR FLOODPLAIN AS EVIDENCED BY FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 24015C0156D, EFFECTIVE DATE . WoB2 WOODSTOWN 2-5% NO <.35 MIN. LOT WIDTH = NOT SPECIFIED BY MPC WoC2 WOODSTOWN 5-10% NO <.35 12. THIS COMMUNITY IS TO BE SERVED BY PUBLIC WATER AND SEWER. MIN. FRONT YARD SETBACK = 25' A. WATER PROVIDED BY THE TOWN OF NORTH EAST. MIN. SIDE YARD SETBACK = 5' SECTION I B. SEWER PROVIDED BY CECIL COUNTY. VARIES VARIES EX. PHASE I NOTE: BASED ON THE GEO-TECHNICAL EXPLORATION MIN. REAR YARD SETBACK = 35' SECTION IIIB PERFORMED BY GEO-TECHNOLOGY ASSOCIATES IN 2004, 14. THE WETLANDS LOCATIONS AND OTHER WATERS OF THE U.S. SHOWN HEREON ARE BASED UPON THE WETLAND DELINEATION MAX. BUILDING HEIGHT = 40' THE ESTIMATED GROUNDWATER LEVEL IS 7.0 FEET BELOW PLAN/JURISDICTIONAL DETERMINATION VERIFICATION MAP, PREPARED BY GTA OCTOBER 2017. AN MDE PERMIT WILL BE REQUIRED EXISTING GROUND SURFACE (WATER LEVEL MAY VARY FOR THE IMPACTS SHOWN. THE SHOWN PERENNIAL AND INTERMITTENT STREAM BUFFERS ARE BASED ON THESE PLANS. THROUGHOUT PHASE V) 15. THE SITE BOUNDARY IS BASED ON A BOUNDARY SURVEY PERFORMED BY MRA, DATED 3/16/04.

25' 15' DRAINAGE AND UTILITY MIN. 18' 7' 15' AND H.O.A. ESMT

EX. PHASE I 16. FSD PLAN BY BIOTA ENVIRONMENTAL DESIGN & RESTORATION WAS APPROVED ON JULY 7, 2003. APPROVAL HAS BEEN EXTENDED TYP. 5' CONC. WALK (TYP.) E 1,614,250 ONE YEAR DATED: DECEMBER 8, 2017. MOUNTABLE CURB & GUTTER N 707,250 17. STORMWATER MANAGEMENT IS APPROVED AND VESTED UNDER THE 2000 MDE REGULATIONS. PROP. SANITARY MAIN 50'-60' 22'-32' R.O.W. PAV. 18. TOPOGRAPHY PERFORMED BY MORRIS & RITCHIE ASSOCIATES, INC. MAY 21, 2007, AND PROPOSED CONTOURS SHOWN ON PROP. WATER MAIN APPROVED SEDIMENT CONTROL PLANS DATED MAY OF 2010.

E 1,615,250 N 707,250 19. SIDEWALKS WILL BE PROVIDED ON BOTH SIDES OF INTERNAL STREETS. EX. PHASE I 20. THE DETAILS OF THE 'POCKET PARKS' WILL BE PROVIDED WITH THE LANDSCAPE AND RECREATION PLAN. TYPICAL LAYOUT SECTION I 21. A. GARAGES WILL BE DEED RESTRICTED TO PROHIBIT CONVERSION TO LIVING SPACE. DEVELOPER SHALL PROVIDE EVIDENCE OF SINGLE FAMILY DETACHED DWELLING THIS RECORDED DEED RESTRICTION PRIOR TO RELEASE OF FIRST CONSTRUCTION AUTHORIZATION. NOT TO SCALE B. TEMPORARY CONSTRUCTION EASEMENTS EXIST ALONG PROPOSED ROADS AND DRAINAGE AND UTILITY EASEMENTS AND SHALL REVERT TO LOT OWNERS UPON COMPLETION OF CONSTRUCTION. C. STRUCTURES ARE NOT PERMITTED IN DRAINAGE & UTILITY AND ACCESS EASEMENTS. D. GRADING PERMIT TO BE SUBMITTED TO TOWN PRIOR TO ISSUANCE OF THE FIRST CONSTRUCTION AUTHORIZATION.

VARIES (50' MIN.) E. EASEMENTS, RESTRICTED AREAS AND BUFFER AREAS INFRINGING ON LOTS SHALL BE DEED RESTRICTED. F. OWNERSHIP OF OPEN SPACE, TOT LOTS, S.W.M. PONDS AND BUS SHELTERS; AND RESPONSIBILITY FOR MAINTENANCE THEREOF SHALL BE THE HOMEOWNER'S ASSOCIATION. SNOW AND/OR ICE REMOVAL FROM SIDEWALKS IN FRONT OF THE OPEN SPACE, 5' FRONT SETBACK MIN. EASEMENTS, RIGHT OF WAYS AND ALLEYS SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. THE (TYP.) HOMEOWNER'S ASSOCIATION SHALL ALSO MAINTAIN ANY EASEMENTS WITHIN THE OPEN SPACE AND RETAINING WALLS. 35' MIN. G. FENCES SHALL BE CONSTRUCTED THAT THEY DO NOT IMPEDE DRAINAGE. 5' VARIES 5' H. DOCUMENTATION OF THE ESTABLISHMENT OF THE HOMEOWNER'S ASSOCIATION MUST BE SUBMITTED PRIOR TO ISSUANCE OF THE 5' MIN. 25' MIN. MIN. FIRST CONSTRUCTION AUTHORIZATION. TYP. I. SURVEY MARKERS SHALL BE PLACED AT LOT CORNERS. 15' J. LOTS SHOWN HEREON ARE SUBJECT TO A 5' DRAINAGE, UTILITY AND ACCESS EASEMENT ALONG REAR LOT LINES, AND SIDE LOT LINES BETWEEN BLOCKS AND AN 15' WIDE DRAINAGE AND UTILITY AND H.O.A. EASEMENT ALONG THE FRONT LOT LINE. K. THIS SITE WAS ANNEXED INTO THE TOWN OF NORTH EAST UNDER THE R-4 ZONING IN DECEMBER 2006. VARIES DRIVEWAYS (TYP.) L. THERE ARE NO STEEP SLOPES ON-SITE. VARIES

25' VARIES 35' MIN. MIN. 22. A REVISED FOREST CONSERVATION PLAN WILL BE REQUIRED. 15' DRAINAGE AND UTILITY 23. EMERGENCY ACCESS W/ GATE WILL BE PROVIDED IN CUL-DE-SAC AREA OF GOLDSPIRE DRIVE. ALSO TRAFFIC CALMING DEVICES AND H.O.A. ESMT OPEN SPACE OPEN SPACE WILL BE IMPLEMENTED ALONG GOLDSPIRE DRIVE AT FINAL ENGINEERING .

25' 5' CONC. WALK (TYP.) MIN. 15' 18' 7' MIN. LOT WIDTH = NOT SPECIFIED BY MPC TYP. MOUNTABLE CURB & GUTTER MIN. FRONT YARD SETBACK = 25' MIN. SIDE YARD SETBACK = 5' MORRIS & RITCHIE ASSOCIATES, INC. NOTE: A 12' WIDE DRIVEWAY IS MIN. REAR YARD SETBACK = 35' PROP. SANITARY MAIN REQUIRED FOR UP TO 4 LOTS ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS & LANDSCAPE ARCHITECTS OVER 4 LOTS WILL REQUIRE AN MAX. BUILDING HEIGHT = 40' 50'-60' 24'-30' R.O.W. MARYLAND ROUTE 7 ADDITIONAL DRIVEWAY AS SHOWN 3445-A BOX HILL CORPORATE CENTER DRIVE PAV. PROP. WATER MAIN 12' 12' TYP. TYP. ABINGDON, MARYLAND 21009

PROP. SANITARY MAIN (410) 515-9000 15' DRAINAGE AND UTILITY DRAINAGE, UTILITY, AND H.O.A. ESMT LEGEND MAINTENANCE & ACCESS ESMT FAX (410) 515-9002 15' 15' DRAINAGE AND UTILITY 25' 7' MIN. 5' VARIES 48 AND H.O.A. ESMT 5' MIN. EXISTING 2' INTERVAL CONTOUR STREAM BUFFER 12.5' 12.5' MIN. 50 TYP. TYP. CONCEPT MPC PLAN EXISTING 10' INTERVAL CONTOUR STATE WETLANDS BUFFER PLAN VIEW 5' CONC. WALK (TYP.) EX. MAPPED STREAM CENTER LINE NONTIDAL WETLANDS SCALE: 1" = 100' WATER SERVICES WATER SERVICES FOR EX. WOODY VEGETATION PROPOSED LOT NUMBER VARIES VARIES EX. WOODY VEGETATION TO REMAIN ROAD CENTER LINE RIDGELY FOREST PROP. SANITARY MAIN BOUNDARY LINE RIGHT-OF-WAY LINE ’ ’ ’ ’ A NORTH EAST NEIGHBORHOOD PROP. WATER MAIN EX. ADJOINING PROPERTY LINE LOT PROPERTY LINE R.O.W. PAV. MOUNTABLE CURB & GUTTER EXISTING PAVING PROP. SANITARY SEWER ’ ’ ’ ’ ENGINEERS SEAL 5TH ELECTION DISTRICT CECIL COUNTY, MARYLAND

SD EXISTING STORM DRAIN, MANHOLE & INLET PROP. WATER LINE & FIRE HYDRANT JOB NO: 19806 35' DATE REVISIONS MIN. EXISTING WATER LINE & FIRE HYDRANT PROP. STORM DRAIN, INLET & MANHOLE ’ ’ ’ ’ 04-03-2018 ADDRESS COMMENTS DATED: 02/21/2018 SCALE: AS SHOWN

SAN EXISTING SANITARY SEWER & MANHOLE PHASE LINE ChC2 04-06-2018 ADDRESS COMMENTS DATED: 04-03-2018 DATE: NOV. 7, 2017 EXISTING RAIL ROAD SOILS LINE AND DESIGNATION ’ ’ ’ ’ TYPICAL PANHANDLE LAYOUT TYPICAL LAYOUT ON CURVE LyC 04-23-2018 ADDRESS COMMENTS DATED: 04-23-2018 DRAWN BY: AGD/ MR EXISTING HOMESITES SINGLE FAMILY DETACHED DWELLING SINGLE FAMILY DETACHED DWELLING DESIGN BY: AGD/ MR EXISTING LOTS OF RECORD (TO REMAIN) NOT TO SCALE NOT TO SCALE REVIEW BY: PTM SHEET: 1 OF 1 G:\19806\PLANNING\PRELIMINARY\19806-CONCEPT-MPC.dwg, 4/23/2018 5:17:19 PM, MResh, 1:1, Copyright 2018 Morris & Ritchie Associates, Inc.