CREEK 15' DRAINAGE AND UTILITY TOWN & COUNTRY AND H.O.A. ESMT INDIAN TERRACE TR. PK. CECIL WOODS SECTION V A EX. PHASE II RD MHP VARIES (70' MIN.) MANASSAS DR (formerly PHILA. BALTO. & WASHINGTON R.R. R/W) FALLS RD NORTH EAST SEMINARY // // // // SECTION V B INDIAN PRESTIGE // // AMTRAK RAILROAD R/W CHATHAM // FALLS VILLAGE MALVERN // SECTION VI WOODS WAY // LA RAVEN CT SUMPTER 35'

MIN. 25' VARIES 5' MIN. SECTION III A SHILOH DR MIN. FLINT DR

MONTGOMERY LA

NORTH SECTION II PULASKI HIGHWAY

SECTION III B WILDERNESS RD MARYLAND COORDINATE SYSTEM (NAD '83/91) SECTION IV FAIR ACRES MIN. LOT WIDTH = NOT SPECIFIED BY MPC RD MIN. FRONT YARD SETBACK = 25' MIN. SIDE YARD SETBACK = 5' VARIES VARIES MIN. REAR YARD SETBACK = 35' EX. PHASE IA MAX. BUILDING HEIGHT = 40' SECTION I

COURTS OF 15' DRAINAGE AND UTILITY MALLORY 25' MIN. 18' 7' 15' AND H.O.A. ESMT TYP. 5' CONC. WALK (TYP.) MOUNTABLE CURB & GUTTER MECHANICS VALLEY ROAD SITE PROP. SANITARY MAIN

50'-60' 22'-32' MATCHLINE THIS SHEET THIS MATCHLINE

GATCHELL LANE // R.O.W. PAV. // PROP. WATER MAIN DEANS BANK RD OAK HILL LANE // // PHASING PLAN SCALE: 1" = 750' MERREY ALTMONT FAITH TABERNACLE // CAMP ST PLACE TR 110322 TYPICAL CORNER LAYOUT // LINCOLNAVE ALLISONTYLER

JETHRO DR

// SINGLE FAMILY DETACHED DWELLING ST ROOSEVELT OLD PHILADELPHIA ROAD

NOT TO SCALE //

CEMETERY ROAD TR 505

// ELK NECK CAMP- STATE FOREST ’ ’ ’ ’ BELL LANE

’ ’ ’ ’

NORTH EAST ’ ’ ’ ’ ELEMENTARY SCHOOL //

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

// ’ ’ ’ ’ LOCATION MAP // SCALE: 1" = 1000'

’ ’ ’ ’ //

//

//

// SITE DATA SECTION V A 1. OWNER: WORF, LLC SECTION VI 2301 RUTLEDGE ROAD SECTION V A FALLSTON, MARYLAND 21047 TM 31 PARCEL 235 (CMN 04457/0364) SECTION III A DEVELOPMENT PARCEL PLAT P.C. 1120-59 N 708,750 2. DEVELOPER: RIDGELY FOREST INC 2301 RUTLEDGE ROAD SECTION V A FALLSTON, MARYLAND 21047 ATTN: TOM O'LAUGHLIN PHONE: 410.458.2635 SECTION II E 1,615,250 2. PLAN BY: MORRIS & RITCHIE ASSOCIATES, INC. SECTION V A 3445-A BOX HILL CORPORATE CENTER DRIVE ABINGDON, MARYLAND 21009 SECTION III A ATTN: JEFF MATTHAI , P.E. PHONE: 410.515.9000

SECTION VI 3. TOWN ZONING: R-4 AND "MASTER PLANNED COMMUNITY" OVERLAY DISTRICT

4. DEVELOPMENT TYPE: MASTER PLANNED COMMUNITY (MPC)

5. TOTAL ACREAGE: 195.94 AC ± DENSITY FACTOR ACREAGE OF SITE ADJUSTED TRACT AC. DF-1 0.00 0.00 AC 0.00 AC DF-2 0.05 9.93 AC 0.49 AC 7. ADJUSTED TRACT ACREAGE: DF-3 0.25 0.00 AC 0.00 AC SECTION VI 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

SECTION III A 8. TOTAL NUMBER OF LOTS 345 SINGLE- FAMILY DETACHED (61.06%) (77 EXISTING) ( 22.32% BUILT) SECTION II IN PROJECT: 62 TOWNHOUSES (10.97%) (62 EXISTING) (100% BUILT) 158 ATTACHED DUPLEXES (27.96%) (12 EXISTING) (7.59% BUILT) 565 TOTAL UNITS

MATCHLINE THIS SHEET THIS MATCHLINE TOTAL NUMBER OF LOTS EX. PHASE 1 = 78 SINGLE- FAMILY DETACHED SECTION VI EX. PHASE II PER SECTIONS: EX. PHASE 2 = 26 ATTACHED DUPLEXES SECTION III A 62 TOWNHOUSE EX. PHASE I SECTION I = 35 SINGLE- FAMILY DETACHED SECTION VI SECTION II = 33 SINGLE- FAMILY DETACHED SECTION IIIA = 31 SINGLE- FAMILY DETACHED SECTION IIIB = 78 ATTACHED DUPLEXES SECTION IV = 40 SINGLE- FAMILY DETACHED SECTION IV SECTION VA = 81 SINGLE- FAMILY DETACHED SECTION VB = 54 ATTACHED DUPLEXES SECTION VI = 47 SINGLE- FAMILY DETACHED SECTION VB 565 TOTAL UNITS

9. DENSITY: 3.09 D.U. / ADJUSTED TRACT ACRE (565 D.U. / 182.99 AC.) SECTION IIIB 10. TOTAL REQ. OPEN SPACE: 54.90± AC. (30% OF ADJUSTED TRACT AREA) TOTAL PROP. OPEN SPACE: 88.22± AC. (48.2% OF ADJUSTED TRACT AREA) SECTION IV EX.PHASE 1 OPEN SPACE: 18.05± AC. (9.86%) SECTION III A EX. PHASE 2 OPEN SPACE: 5.90± AC. (3.22%) SECTION I PROP. OPEN SPACE: 6.36± AC. (3.48%) SECTION II PROP. OPEN SPACE: 10.78± AC. (5.89%) SECTION IIIA PROP. OPEN SPACE: 6.50± AC. (3.55%) SECTION IIIB PROP. OPEN SPACE: 10.54± AC. (5.76%) SECTION IV PROP. OPEN SPACE: 0.06± AC. (0.00%) SECTION VA PROP. OPEN SPACE: 19.76± AC. (10.80%) SECTION VB PROP. OPEN SPACE 8.86± AC.(4.25%) SECTION VI PROP. OPEN SPACE: 1.41± AC. (0.01%)

REQUIRED PARKING: SINGLE FAMILY = (2 SPACES / DWELLING X 345UNITS) = 690 SPACES ATTACHED DUPLEXES = (2.5 SPACES / DWELLING X 158 UNITS) = 395 SPACES TOWNS = (2 SPACES / DWELLING X 62 UNITS) = 124 SPACES PLUS (1.5 SPACES PER DWELLING OFF-STREET SPACES) = 93 SPACES TOTAL = 1,307 SPACES

PROPOSED PARKING: SINGLE FAMILY = 690 SPACES ATTACHED DUPLEXES = 395 SPACES PLUS OFF-STREET SPACES = 145 SPACES (*27.5' TYP.) (*27.5' TYP.) TOWNS = 216 SPACES (**35' TYP.) (**35' TYP.) PLUS OFF-STREET SPACES = 163 SPACES TOTAL = 1,614 SPACES SECTION IV PARKING SPACE DIM: 9'X18' (TYPICAL) MIN. LOT AREA = *2,970 / **3,500 SF 20'

SECTION IV MIN. 4' 4' MIN. LOT AREA = *2,900 (LOTS 75 & 80) 11. THIS SITE IS NOT IMPACTED BY A 100-YEAR FLOODPLAIN AS EVIDENCED BY FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER SECTION I *20'+/- *20'+/- 24015C0156D, EFFECTIVE DATE . MIN. MIN. MIN. LOT WIDTH = *27.5' / **35' EX. PHASE I **30'+/- **30'+/- MIN. FRONT YARD SETBACK = 25' 12. THIS COMMUNITY IS TO BE SERVED BY PUBLIC WATER AND SEWER. A. WATER PROVIDED BY THE TOWN OF NORTH EAST. MIN. SIDE YARD SETBACK = 4' (END) B. SEWER PROVIDED BY CECIL COUNTY. PROP. PROP. MIN. REAR YARD SETBACK =20' HOME HOME 13. THE THE WETLANDS LOCATIONS AND OTHER WATERS OF THE U.S. SHOWN HEREON ARE BASED UPON THE WETLAND DELINEATION MAX. BUILDING HEIGHT = 40' VARIES

VARIES PLAN/JURISDICTIONAL DETERMINATION VERIFICATION MAP, PREPARED BY GTA OCTOBER 2017. THE SHOWN PERENNIAL AND VARIES (50' MIN.) INTERMITTENT STREAM BUFFERS ARE BASED ON THESE PLANS. AN MDE AUTHORIZATION WAS ISSUED ON APRIL 17, 2018 AND IS SECTION II 17' DRAINAGE & UTILITY ESM'T. SET TO EXPIRE ON APRIL 17, 2023.

SECTION I 5' MIN. *9' 5' 5' *9' 14. THE SITE BOUNDARY IS BASED ON A BOUNDARY SURVEY PERFORMED BY MRA, DATED 3/16/04. **18' MIN. MIN. 3.5' **18' 3.5' 25'

35' TYP. TYP. 5' CONC. WALK (TYP.) MIN. MIN. 5' VARIES 15. FSD PLAN BY BIOTA ENVIRONMENTAL DESIGN & RESTORATION WAS APPROVED ON JULY 7, 2003. APPROVAL HAS BEEN EXTENDED 5' MIN.

DR. DR. ONE YEAR DATED: DECEMBER 8, 2022. MIN. MOUNTABLE CURB & GUTTER PROP. SANITARY MAIN 24' PAV. CL 16. STORMWATER MANAGEMENT IS APPROVED AND VESTED UNDER THE 2000 MDE REGULATIONS. R/W PROP. WATER MAIN MIN. LOT WIDTH = NOT SPECIFIED BY MPC 17. TOPOGRAPHY PERFORMED BY MORRIS & RITCHIE ASSOCIATES, INC. MAY 21, 2007, AND PROPOSED CONTOURS SHOWN ON SECTION I APPROVED SEDIMENT CONTROL PLANS DATED MAY OF 2010. MIN. FRONT YARD SETBACK = 25' EX. PHASE I MIN. SIDE YARD SETBACK = 5' 18. SIDEWALKS WILL BE PROVIDED ON BOTH SIDES OF INTERNAL STREETS. VARIES VARIES TYPICAL LAYOUT MIN. REAR YARD SETBACK = 35' 19. MAX. BUILDING HEIGHT = 40' ATTACHED DUPLEX A. GARAGES WILL BE DEED RESTRICTED TO PROHIBIT CONVERSION TO LIVING SPACE. DEVELOPER SHALL PROVIDE EVIDENCE OF THIS RECORDED DEED RESTRICTION PRIOR TO RELEASE OF FIRST CONSTRUCTION AUTHORIZATION. * DENOTES 1 CAR GARAGE LOTS 65-90 ** DENOTES 2 CAR GARAGE LOTS 3031-3108 & 5081-5134 B. TEMPORARY CONSTRUCTION EASEMENTS EXIST ALONG PROPOSED ROADS AND DRAINAGE AND UTILITY EASEMENTS AND 15' DRAINAGE AND UTILITY SHALL REVERT TO LOT OWNERS UPON COMPLETION OF CONSTRUCTION.

25' NOT TO SCALE

EX. PHASE I MIN. 18' 7' 15' AND H.O.A. ESMT C. STRUCTURES ARE NOT PERMITTED IN DRAINAGE & UTILITY AND ACCESS EASEMENTS.

E 1,614,250 TYP. 5' CONC. WALK (TYP.) D. GRADING PERMIT TO BE SUBMITTED TO TOWN PRIOR TO ISSUANCE OF THE FIRST CONSTRUCTION AUTHORIZATION. N 707,250 E. EASEMENTS, RESTRICTED AREAS AND BUFFER AREAS INFRINGING ON LOTS SHALL BE DEED RESTRICTED. MOUNTABLE CURB & GUTTER F. OWNERSHIP OF OPEN SPACE, TOT LOTS, S.W.M. PONDS AND BUS SHELTERS; AND RESPONSIBILITY FOR MAINTENANCE

SECTION IIIB THEREOF SHALL BE THE HOMEOWNER'S ASSOCIATION. SNOW AND/OR ICE REMOVAL FROM SIDEWALKS IN FRONT OF THE PROP. SANITARY MAIN 50'-60' 22'-32' OPEN SPACE, EASEMENTS, RIGHT OF WAYS AND ALLEYS SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S R.O.W. PAV. ASSOCIATION. THE HOMEOWNER'S ASSOCIATION SHALL ALSO MAINTAIN ANY EASEMENTS WITHIN THE OPEN SPACE AND PROP. WATER MAIN E 1,615,250 RETAINING WALLS. N 707,250 G. FENCES SHALL BE CONSTRUCTED THAT THEY DO NOT IMPEDE DRAINAGE. EX. PHASE I H. DOCUMENTATION OF THE ESTABLISHMENT OF THE HOMEOWNER'S ASSOCIATION MUST BE SUBMITTED PRIOR TO ISSUANCE OF THE FIRST CONSTRUCTION AUTHORIZATION. SECTION I I. SURVEY MARKERS SHALL BE PLACED AT LOT CORNERS. TYPICAL LAYOUT 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 SINGLE FAMILY DETACHED DWELLING LINE. K. THIS SITE WAS ANNEXED INTO THE TOWN OF NORTH EAST UNDER THE R-4 ZONING IN DECEMBER 2006. NOT TO SCALE L. THERE ARE NO STEEP SLOPES ON-SITE.

20. A REVISED FOREST CONSERVATION PLAN WILL BE REQUIRED.

21. EMERGENCY ACCESS W/ GATE WILL BE PROVIDED IN CUL-DE-SAC AREA OF GOLDSPIRE DRIVE. ALSO TRAFFIC CALMING DEVICES WILL BE IMPLEMENTED ALONG GOLDSPIRE DRIVE AT FINAL ENGINEERING . VARIES (50' MIN.)

35' MIN. 5' FRONT SETBACK MIN. 5' VARIES (TYP.) 5' MIN. MIN. 5' 25' MIN. TYP.

VARIES 15'

VARIES

DRIVEWAYS (TYP.)

15' DRAINAGE AND UTILITY 25' VARIES 35' AND H.O.A. ESMT MIN. MIN.

25' 5' CONC. WALK (TYP.) MIN. 15' OPEN SPACE OPEN SPACE 18' 7' TYP. MOUNTABLE CURB & GUTTER MORRIS & RITCHIE ASSOCIATES, INC. MIN. LOT WIDTH = NOT SPECIFIED BY MPC ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS & LANDSCAPE ARCHITECTS PROP. SANITARY MAIN MARYLAND ROUTE 7 MIN. FRONT YARD SETBACK = 25' MIN. SIDE YARD SETBACK = 5' 3445-A BOX HILL CORPORATE CENTER DRIVE 50'-60' 24'-30' R.O.W. NOTE: A 12' WIDE DRIVEWAY IS MIN. REAR YARD SETBACK = 35' PAV. PROP. WATER MAIN REQUIRED FOR UP TO 4 LOTS ABINGDON, MARYLAND 21009 OVER 4 LOTS WILL REQUIRE AN MAX. BUILDING HEIGHT = 40' (30.5' TYP.) (20' TYP.) (30.5' TYP.) (30' TYP.) (20' TYP.) (30' TYP.) ADDITIONAL DRIVEWAY AS SHOWN (410) 515-9000 LEGEND 12' 12' 15' DRAINAGE AND UTILITY SOILS DATA TYP. TYP. FAX (410) 515-9002 25' 25'

AND H.O.A. ESMT PLAN VIEW MIN. MIN. 10' 10' MIN. LOT AREA = 1,860 10' 10' MIN. LOT AREA = 2,160 15' 48 EXISTING 2' INTERVAL CONTOUR STREAM BUFFER SOIL PROP. SANITARY MAIN 25' 7' SYMBOL SLOPE HYDRIC K-FACTOR SCALE: 1" = 100' MIN. MIN. MIN. MIN. DRAINAGE, UTILITY, MIN. 5' VARIES SERIES MIN. LOT WIDTH = 20' MIN. LOT WIDTH = 20' 5' MIN. 50 EXISTING 10' INTERVAL CONTOUR STATE WETLANDS BUFFER MAINTENANCE & ACCESS ESMT CONCEPT MPC PLAN MIN. AuB2 AURA 2-5% NO >.35 MIN. FRONT YARD SETBACK = 13' MIN. FRONT YARD SETBACK = 25' 15' DRAINAGE AND UTILITY EX. MAPPED STREAM CENTER LINE NONTIDAL WETLANDS AND H.O.A. ESMT 12.5' 12.5' ChB2 CHILLUM 2-5% NO FOR >.35 PROP. MIN. SIDE YARD SETBACK = 10' (END) PROP. MIN. SIDE YARD SETBACK = 10' (END) TYP. TYP. EX. WOODY VEGETATION PROPOSED LOT NUMBER >.35 PROP. HOME PROP. PROP. HOME PROP. 5' CONC. WALK (TYP.) ChC2 CHILLUM 5-10% NO HOME HOME MIN. REAR YARD SETBACK =25' HOME HOME MIN. REAR YARD SETBACK =25' VARIES EX. WOODY VEGETATION TO REMAIN ROAD CENTER LINE EvB EVESBORO 0-5% NO <.35 MAX. BUILDING HEIGHT = 40' MAX. BUILDING HEIGHT = 40' WATER SERVICES WATER SERVICES VARIES VARIES VARIES VARIES VARIES RIDGELY FOREST BOUNDARY LINE RIGHT-OF-WAY LINE FmA FALLSINGTON 0-2% YES >.35 17' DRAINAGE & UTILITY ESM'T A NORTH EAST NEIGHBORHOOD EX. ADJOINING PROPERTY LINE LOT PROPERTY LINE FmB FALLSINGTON 2-5% YES >.35 17' DRAINAGE & UTILITY ESM'T. KpB2 KEYPORT 2-5% NO >.35 PROP. SANITARY MAIN EXISTING PAVING PROP. SANITARY SEWER 9' 9' 9' ENGINEERS SEAL 5TH ELECTION DISTRICT CECIL COUNTY, MARYLAND KpC2 KEYPORT 5-10% NO >.35 TYP. TYP. TYP. PROP. WATER MAIN R.O.W. PAV. SD EXISTING STORM DRAIN, MANHOLE & INLET PROP. WATER LINE & FIRE HYDRANT 13' 5' CONC. WALK (TYP.) 25' 5' CONC. WALK (TYP.) KpD2 KEYPORT 10-15% NO >.35 MIN. MIN. MOUNTABLE CURB & GUTTER DATE REVISIONS JOB NO: 19806 DR. DR. DR. 35' EXISTING WATER LINE & FIRE HYDRANT PROP. STORM DRAIN, INLET & MANHOLE MIN. MOUNTABLE CURB & GUTTER MOUNTABLE CURB & GUTTER LoA LEONARDTOWN 0-2% YES >.35 SCALE: AS SHOWN SAN EXISTING SANITARY SEWER & MANHOLE PHASE LINE 24' PAV. 24' PAV. LoB LEONARDTOWN 2-5% YES >.35 CL CL ChC2 R/W R/W DATE: SEPT. 24, 2019 EXISTING RAIL ROAD SOILS LINE AND DESIGNATION LyC LOAMY & CLAYEY - NO >.35 LyC TYPICAL LAYOUT ON CURVE EXISTING HOMESITES LyD LOAMY & CLAYEY - NO >.35 NOTE: BASED ON THE GEO-TECHNICAL EXPLORATION TYPICAL PANHANDLE LAYOUT DRAWN BY: AGD/ MR SaC2 SASSAFRAS 5-10% NO >.35 PERFORMED BY GEO-TECHNOLOGY ASSOCIATES IN 2004, TYPICAL LAYOUT (LOTS 49-64) TYPICAL LAYOUT (LOTS 1-18, 31-48 & 49-64) DESIGN BY: AGD/ JEM / MR EXISTING LOTS OF RECORD (TO REMAIN) THE ESTIMATED GROUNDWATER LEVEL IS 7.0 FEET BELOW SINGLE FAMILY DETACHED DWELLING SINGLE FAMILY DETACHED DWELLING WoB2 WOODSTOWN 2-5% NO <.35 EXISTING GROUND SURFACE (WATER LEVEL MAY VARY NO-GAR. TOWNHOUSE 1 CAR TOWNHOUSE NOT TO SCALE REVIEW BY: JEM NOT TO SCALE WoC2 WOODSTOWN 5-10% NO <.35 THROUGHOUT PHASE V) NOT TO SCALE NOT TO SCALE SHEET: 1 OF 1 G:\19806\PLANNING\PRELIMINARY\19806-CONCEPT-MPC.dwg, 9/24/2019 12:05:11 PM, MResh, 1:1, Copyright 2019 Morris & Ritchie Associates, Inc.