Loading...
HomeMy WebLinkAbout975 Anderson Hill Road JMC Engineering Plans 2026-6-11CO P Y R I G H T © 20 2 6 b y J M C All R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d , s t o r e d i n a r e t r i e v a l s y s t e m , o r t r a n s m i t t e d i n a n y f o r m o r b y m e a n s , e l e c t r o n i c , m e c h a n i c a l , ph o t o c o p y i n g , r e c o r d i n g o r o t h e r w i s e , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f J M C P L A N N I N G , E N G I N E E R I N G , L A N D S C A P E A R C H I T E C T U R E & L A N D S U R V E Y I N G , P L L C | J M C S I T E D E V E L O P M E N T CO N S U L T A N T S , L L C | J O H N M E Y E R C O N S U L T I N G , I N C . ( J M C ) . A n y m o d i f i c a t i o n s o r a l t e r a t i o n s t o t h i s d o c u m e n t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f J M C s h a l l r e n d e r t h e m i n v a l i d a n d u n u s a b l e . ZONING MAP SCALE: 1" = 2,000' SOURCE: WESTCHESTER COUNTY DEPARTMENT OF PLANNING / 2011 AREA MAP SCALE: N.T.S PUD ZONING SUBMISSION - PRELIMINARY SITE PLANS ERICKSON RYE BROOK TAX MAP SECTION 129.26 | BLOCK 1 | LOT 46 TAX MAP SECTION 129.34 | BLOCK 1 | LOTS 42, 43, 44, 45 975 ANDERSON HILL ROAD VILLAGE OF RYE BROOK, NY 10573 WESTCHESTER COUNTY                                               No.Revision Date Previous Editions Obsolete By COVER.scrCOVER25087-COVER Drawing No: Project No: Date: Scale: Drawn:Approved: 25087  06/10/2026  NOT TO SCALE CDF DV  CS SUBSURFACE UTILITY LOCATIONS ARE BASED ON A COMPILATION OF FIELD EVIDENCE, AVAILABLE RECORD PLANS AND/OR UTILITY MARK-OUTS. THE LOCATION OR COMPLETENESS OF UNDERGROUND INFORMATION CANNOT BE GUARANTEED. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION OR CONSTRUCTION. JMC DRAWING LIST: CS COVER SHEET C-000 OVERALL EXISTING CONDITIONS MAP C-100 OVERALL PRELIMINARY LAYOUT AND SUBDIVISION PLAN C-110 PRELIMINARY LAYOUT PLAN - VIEW A C-111 PRELIMINARY LAYOUT PLAN - VIEW B ANY ALTERATION OF PLANS, SPECIFICATIONS, PLATS AND REPORTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PROVIDED FOR BY SECTION 7209, SUBSECTION 2. Applicant: ERICKSON LIVING PROPERTIES, LLC 701 MAIDEN CHOICE LANE BALTIMORE, MD 21228 1-800-917-8189 Attorney: VENEZIANO & ASSOCIATES 84 BUSINESS PARK DR #200 ARMONK, NY, 10504 (914) 273-4286 Architect: HCM 700 E. PRATT STREET, SUITE 1200 BALTIMORE, MD, 21202 (443) 451-2369 Surveyor: WARD CARPENTER ENGINEERS INC. 76 MAMARONECK AVENUE #1 WHITE PLAINS, NY 10601 (914) 949-6000 Site Planner and Geotechnical Engineer: AKRF INC. 314 S BROADWAY SUITE 300 WHITE PLAINS, NY 10601 (914) 949-7336 Landscape Architect: HAGENBUCH WEIKAL LANDSCAPE ARCHITECTURE, PLLC 33203 BIDDESTONE LANE FARMINGTON HILLS, MICHIGAN, 48334 (248) 477-3600 JMC PLANNING ENGINEERING LANDSCAPE ARCHITECTURE & LAND SURVEYING, PLLC 120 BEDFORD ROAD ARMONK, NY 10504 (914) 273-5225 Civil & Traffic Engineer: SITE DESCRIPTION REQUIRED/PERMITTED (EXISTING PUD) REQUIRED/PERMITTED (PROPOSED PUD)EXISTING PROPOSED    MINIMUM LOT FRONTAGE (FEET)150 150 3,227 3,227    MINIMUM LOT AREA (SQUARE FEET/ACRES)1,306,800/30 3,484,800/80 3,611,124 / 82.9 3,611,124 / 82.9    MAXIMUM NON-RESIDENTIAL FLOOR AREA RATIO 0.143 0.390 0.143 0.390    MAXIMUM RESIDENTIAL UNIT DENSITY (UNITS PER ACRE)6 9.1 -9.1    MAXIMUM RETAIL/PERSONAL SERVICES AREA (SQUARE FEET)3,500 ---    MAXIMUM BUILDING HEIGHT (FEET/STORIES)40,40,30,30 62/4, 73/5 -62/4, 73/5    MINIMUM PUBLIC OPEN SPACE (%)10 10 -TBD  MINIMUM BUILDING SETBACKS     FRONT YARD (FEET)-150 ±440 ±230     SIDE YARD (ONE SIDE/TWO SIDES)(FEET)-100 ±34 ±120/350     REAR YARD (FEET)-300 ±754 ±225  MINIMUM LANDSCAPED BUFFER     FRONT YARD (FEET)150 150 -±155     SIDE YARD (ONE SIDE/TWO SIDES)(FEET)100 100 -±125/240     REAR YARD (FEET)100 100 -±170  OFF-STREET PARKING     TOTAL PARKING SPACES (SPACES)-1,013 689 ±1,100 ZONING COMPLIANCE CHART TAX PARCELS: 129.26-1-46 | 129.34-1-42, 43, 44, 45 ZONING DISTRICTS: PUD - PLANNED UNIT DEVELOPMENT, SCENIC ROADS OVERLAY DISTRICT,  AIRPORT OVERLAY ZONE Z-1 - INSTRUMENT APPROACH ZONES, AIRPORT OVERLAY ZONE Z-4 - OUTER TURNING ZONES PROPOSED USES: CONTINIUM OF CARE RETIREMENT COMMUNITY FIRE/AMBULANCE DISTRICT:  PORT CHESTER FIRE DISTRICT/PORT CHESTER/RYE BROOK EMS WATER DISTRICT: UNITED WATER WESTCHESTER (VEOLIA WATER) SCHOOL DISTRICT: BLIND BROOK-RYE UNION FREE SCHOOL DISTRICT SEWER DISTRICT: BLIND BROOK SEWER DISTRICT NOTES: 1.THE EXISTING PUD REQUIREMENTS ARE LISTED IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK CODE §250-7 E. THE SCENIC ROADS OVERLAY DISTRICT REQUIREMENTS ARE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK CODE §250-7 F. THE AIRPORT ZONE REQUIREMENTS ARE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK CODE §250-7 D. 2.THE OVERALL DORAL ARROWOOD EXISTING PUD AREA IS ±113.75 ACRES. THE DEVELOPMENT SITE AREA OF 82.9 ACRES EXCLUDES ±7.1ACRES LOCATED IN CONNECTICUT AND THE ±23.75 ACRE DORAL GREENS PROPERTIES. 3.UNDER THE PROPOSED 975 ANDERSON HILL ROAD PUD ZONE THE MAXIMUM DENSITY FOR CONTINUING CARE RETIREMENT COMMUNITIES SHALL BE: 16,900 SQUARE FEET OF FLOOR AREA PER GROSS ACRE, AND: 10.1 UNITS PER ACRE, WITH NO MORE THAN 9.1 DWELLING UNITS PER ACRE AND 1.1 ASSISTED LIVING OR OTHER SIMILAR UNIT PER ACRE. 4.BUILDINGS THAT ARE AT LEAST 600 FEET FROM THE FRONT AND REAR PROPERTY LINES, AND AT LEAST 300 FEET FROM A SIDE YARD ADJOINING A RESIDENTIAL USE SHALL HAVE A MAXIMUM HEIGHT OF 5 STORIES AND 73 FEET. 5.CAN BE VARIED BY BOARD OF TRUSTEES. (2)(2) (3)(3)(3) (1) (1)(1) (1) (1) SITE PROPERTY LINE ZONING BOUNDARY LOT LINE LEGEND H-1 P.U.D. HOTEL DISTRICT TOWN BOUNDARY OB-1 OFFICE BUILDING DISTRICT  VICINITY MAP SCALE: 1" = 2,000' SOURCE: OPEN STREET MAP JULY 2022 SITE R-20 OB-3 OFFICE BUILDING DISTRICT ONE FAMILY RESIDENTIAL DISTRICT PLANNED UNIT DEVELOPMENT DISTRICT (5) (5) (4) (3) EXISTING BUILDING LINE EXISTING PROPERTY LINE EXISTING CONTOUR EXISTING RETAINING WALL EXISTING INDEX CONTOUR170 172 EXISTING LIGHT POLE EXISTING SIGN EXISTING BUILDING OVERHANG EXISTING CURB LINE EXISTING PAVEMENT EDGE EXISTING GUIDE RAIL T10 M EXISTING PARKING WITH EXISTING WETLAND LINE AND DELINEATION NUMBER OF SPACES EXISTING TREE AND DESIGNATION EXISTING FENCE EXISTING DIRECTIONAL ARROWS EXISTING TREE LINE ADJACENT PROPERTY LINE EXISTING EASEMENT LINE EXISTING FIRE HYDRANT EXISTING GAS VALVE EXISTING WATER VALVE EXISTING PAINT EXISTING HANDICAP PARKING WITH NUMBER OF SPACES EXISTING STONE WALL EXISTING PEDESTRIAN CROSSING BORING LOCATION AND DESIGNATION EXISTING STORM DRAIN LINE AND SIZE36" RCP EXISTING SANITARY LINE AND SIZE8" SAN EXISTING WATER LINE EXISTING DRAIN INLET EXISTING MANHOLE EXISTING GAS LINE EXISTING OVERHEAD WIRES NOTES: EXISTING UTILITY POLE WV GV 2H 5 DP-2 WLF-63 WLF-64 WLF-65 (AREA U N D E R D E M O L I T I O N ) REMAINS O F C O N C R E T E S L A B 306 30 6 302300 306 310 304 34 0 334 32 6 286 262 248 276 248 28 2 30029 0280 270 260 25 4 250 252 2 5 0 250 250 25 0 260 252 260 270 280 290 300 31 8 31 0 310 320 3 2 0 31 0 300 286 290 28 6 284 28 0 27 0 260 250 246 2 5 0 248 252 25 0 264 26 6 26 0250 26 0250246 266 31830 4 32 0 330 32 0 32 8 30 4 30 6 31 0 308 31 0 31 0 31 0 310 31 0 31 0 31 0 3 1 0 31 0 320 W A L L 30 6 30 8 30 4 30 4 30 4 3 0 6 310 304 3 0 6 3 1 2 310 310 31 0 310 310 310 30 4 31 0 31030 4 3 1 0 310 310 310 320 310310 312 310 3123 1 0 308 310 308 318 32033032 0 328 260 328 338 284 30 0 290 332 33 0 32 8 34 0 33 8 33 0 31 8 32 0 3 2 0 320 320 33 0 32 0 31 0 290 300 270 29 0 2 7 0 28 0 260 280 2 6 0 2 7 0 26 0 25 0 270 27 6 280 2 8 4 29 2 31 0 320 320 320 330 33 0 330 33 0 33 0 32 0 302 31 0 300 30 2 30 0 30 2 280 28 0 276 274 27 0 270 26 0 25 0 246 328 3 2 2 304 304 3 0 6 310 320 310 3 3 2 310 3 0 4 3 0 8 310 320 320 310 31 0 320 30 0 30 4 310 306 3 0 6 310 310 310 30 6320326 32 6 33 0 320 330 3 2 0 320 308 310 296 308 308 310324 320 310 3 0 0 290 280 296290 280 288 246 24 0 24 0 24 6 24 6 250 244 25 0 26 0 270 250 250 250 260 270 280 250248 23 8 24024 024 2 246 310 310 306 3 1 0 310 310 310 310 310 ROCK WA L L S WA L L WA L L S 31 2 310 314 254 2 5 8 256 260 ROCKS ROCKS WALL 270256 WALL S 28 4 WA L L 27 0 RO C K ROCKS WALLS WA L L S ROCKS ROCKW A L L ROCKS T E E TRAP TRA PGREEN FAI R W A Y ROCKS ROCKS ROCKS RO C K S ROCK ROCK ROCKS ROCK ROCK ROCK ROCK ROCK FAIRW A Y FAIRWAY TE E TE E TEE TEE TE E TE E GR E E N TRAP TRAP TRAP TEETEETEETEETEE ROCKS TE E ROCKS ROCK ROCKS ROCKS TR A P TR A P TR A P GREEN FA I R W A Y TR A P TR A P TE ETR A P G R E E N POOL ROCKS ROCK ROCK ROCK TRAP TEE TEE TEE TR A P T E E TE E GREEN STOCKPILE STOCKPILES ROCK ROCK ROCKS ROCK TE E T E E T E E T E E TE E TE E FA I R W A Y FAI R W A Y FAI R W A Y GREEN T R A P TRAP TRAP TR A P TR A P TRAP F A I R W A Y TRAPTRAP T R A P TRAP T R A P TRAP TRAP TRAP TRAP ROCK S FAIR W A Y FAIRWA Y TEE TRAP TRAP TRAP GREEN TEE FAIRW A Y TEE T E E TRAP PO O L GREEN TEE TEE TEE FAIRWAY TRAP TRAP ROCK RO C K S STO C K P I L E TEE TEE TEE TE E G R E E N TEE T R A P TRAP T R A P T R A P TRAPTRAP TRAP TRAP TRAP FA I R W A Y FA I R W A Y or 0.0204 acres Area = 888 sq. ft. 30 . 0 7 ' 9 . 5 8 ' CA= 5 9 ° 0 6 ' 0 0 " L=6 1 . 5 5 ' R=5 9 . 3 4 ' 6.00' 84 . 5 1 ' 12 7 . 7 8 ' 269.19' (Survey) L=47.54' R=720.00' R=720.00' S 55°08'00" W1131.90' 435. 2 0 ' 98. 0 0 ' N 7 8 ° 1 5 ' 0 0 " E 58 5 . 5 0 ' 147.62' 66.80' 9 6 . 4 0 ' 83 . 5 0 ' 24 2 . 0 0 ' 30 . 0 0 ' 12 9 . 2 0 ' 101.90' 105.80' S 56°43'00" W S 0 4 ° 1 8 ' 0 0 " E 12 2 . 2 0 ' 289.56' (Deed) S 55°08'00" W N/FGER A L D & A L I C E M A S O N N/ FE M M A F U R A N O N/F GE O R G E & C L A R A C H E R E P O V N/FCARL & B E T T Y S T O R M N/FRIC H A R D B R O W N 20 F O O T W I D E S A N I T A R Y S E W E R E A S E M E N T L=13.05' HOUSIN G A R E A SECTION 1 BLOCK 3 LOT 6 GOLF COURSE PARCEL NO. 2 SECTION 1 BLOCK 3 LOT 5C PARCEL NO. 1 GOLF COURSE GOLF COURSE PARCEL NO. 1 12.15' R = 6 0 1 . 9 3 ' L= 1 8 3 . 5 7 ' 20 F T . W I D E S A N I T A R Y S E W E R E A S E M E N T N 2 2 ° 1 6 ' 0 9 " W N 2 7 ° 1 8 ' 4 9 " W N 51°19'31" E 245.00' N 1 4 ° 0 5 ' 2 4 " W 34 9 . 3 6 ' N 1 4 ° 0 5 ' 2 9 " W 66 . 6 5 ' N 2 0 ° 5 3 ' 1 6 " W 30 3 . 4 2 ' N 1 9 ° 5 4 ' 5 9 " W 60 . 8 0 ' N 2 0 ° 2 7 ' 5 9 " W N 1 3 ° 5 3 ' 0 0 " W N 1 1 ° 5 9 ' 5 9 " W N 1 0 ° 4 0 ' 5 9 " W 15 0 . 1 0 ' N 1 2 ° 1 2 ' 5 9 " W 20 0 . 0 0 ' N 13°03'00" W 40.90' N 15°52'59" W 20.80' N 42°25'00" W 38.90' N 3 9 ° 0 7 ' 5 9 " W N 5 8 ° 4 4 ' 5 9 " W S 6 8 ° 0 1 ' 2 1 " W 52.3 0 ' S 8 3 ° 0 3 ' 2 0 " W 73 . 8 0 ' N 82°56'00" W 18.10' N 88°48'58" W 13.00' N 8 3 ° 3 0 ' 5 9 " W 4 7 . 6 0 ' S 85°06'00" W 32.30' N 16°39'00" W 35.50' N 17°1 2 ' 0 1 " E 73.40' N 05°2 7 ' 0 1 " E 106.00 ' N 76 ° 4 6 ' 0 1 " E 63.70' N 01°4 2 ' 0 1 " E 20.10' N 03°0 7 ' 0 1 " E 50.60' N 28°48'01 " E N 08°3 4 ' 0 1 " E 75.90 ' N 01°28 ' 0 1 " E N 66 ° 1 1 ' 0 1 " E 29.5 2 ' N 64° 2 1 ' 0 1 " E 335. 1 0 ' N 7 1 ° 1 5 ' 0 1 " E N 6 7 ° 4 8 ' 0 1 " E N 57°5 8 ' 0 1 " E 567.60' N 57°5 8 ' 0 1 " E 363.50' S 5 5 ° 1 2 ' 5 9 " E 3 4 4 . 8 2 ' S 1 9 ° 0 5 ' 5 9 " E 55 . 4 8 ' S 6 7 ° 1 1 ' 3 1 " W 492. 5 0 ' S 3 3 ° 0 7 ' 2 9 " E 61 6 . 3 3 ' S 3 2 ° 3 6 ' 5 9 " E 17 9 . 1 0 ' N 65° 5 6 ' 0 1 " E 235. 6 6 ' S 1 5 ° 0 9 ' 5 9 " E 16 4 . 8 0 ' S 44°16'01" W 221.00' S 4 6 ° 1 6 ' 2 9 " E 16 9 . 1 8 ' S 5 6 ° 4 4 ' 0 7 " E 1 3 8 . 3 8 ' N 5 1 ° 5 0 ' 4 0 " W 7 6 1 . 6 3 ' S 2 8 ° 1 0 ' 3 7 " E 61 5 . 4 6 ' R= 1 5 0 . 0 0 ' L= 5 2 3 . 6 8 ' C A = 2 0 0 ° 0 1 ' 5 0 " N 0 8 ° 0 8 ' 4 7 " W 64 4 . 1 8 ' R=135.00'L=32.96'CA=13°59'23"N 05°5 0 ' 3 6 " E 253.70 ' N 3 0 ° 3 0 ' 4 8 " W 31 2 . 2 4 ' S 51°24'56" W 414.28' R=300. 0 0 'CA=9°5 0 ' 5 1 "L=51.5 6 'S 61°1 5 ' 4 7 " W 186.9 1 ' S 1 2 ° 4 1 ' 2 0 " E 27 0 . 2 7 ' R= 3 1 5 5 . 9 9 ' L=3 8 2 . 8 1 ' CA = 6 ° 5 6 ' 5 9 " S 0 5 ° 4 4 ' 2 1 " E 317 . 8 2 ' R= 6 9 8 . 0 0 ' L= 1 9 2 . 4 8 ' CA = 1 5 ° 4 8 ' 0 1 " S 2 1 ° 3 2 ' 2 2 " E 89 . 0 5 ' R= 1 7 4 . 3 1 ' L=166.73 ' CA=54 ° 4 8 ' 1 5 " S 33°15'5 3 " W 15.00' S 44°16'01" W 7.20' N 47°28'40" E99.48' N 47°28'40" E 65.91' S 43°43'31" W 83.20' S 43°43'31" W 341.07'20.23' S 45°08'01" WS 44°59'01" W 297.50' S 43°49'01" W 403.00' S 46°24'01" W 130.00' S 42°14'01" W 67.07' S 43°46'49" W 238.95' GOLF COURSE PARCEL NO. 1 NO W O R F O R M E R L Y PR O P E R T Y O F N E W Y O R K ST A T E U N I V E R S I T Y 12 FT. WIDE PERPETUAL & NONEXCLUSIVE EASEMENT OF RIGHT OF WAY FOR INGRESS AND EGRESS AS RECORDED IN LIBER 10125 PAGE 101 D I S T U R B E D A R E A NE W Y O R K S T A T E L I N E CO N N E C T I C U T S T A T E L I N E TO W N O F H A R R I S O N T O W N O F R Y E V I L L A G E O F R Y E B R O O K TOWN OF HA R R I S O N TOWN OF RY EVILLAGE O F R Y E B R O O K 20 F T . W I D E C O N E D I S O N E A S E M E N T 20 F T . W I D E C O N E D I S O N E A S E M E N T 24' ACCESS EASEMENT Drawing No: Project No: Date: Scale: Drawn:Approved: AR C H I T E C T : AP P L I C A N T : No . Re v i s i o n Da t e P r e v i o u s E d i t i o n s O b s o l e t e By ANY ALTERATION OF PLANS, SPECIFICATIONS, PLATS AND REPORTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PROVIDED FOR BY SECTION 7209, SUBSECTION 2. St r e e t Ki n g S t r e e t K i n g Str e e t Ki n g RoadHillAnderson RoadHillAnderson RoadHillAnderson W.EL. 302.6 W.EL. 306.0W.EL. 306.0 W.EL. 306.0 W. E L . 30 3 . 2 W. E L . 30 3 . 2 W.EL. 305.6 W.EL. 302.5 W.EL. 302.6 CO N N E C T I C U T S T A T E L I N E NE W Y O R K S T A T E L I N E HYD R A N T 45 6 . 6 1 ' DOMED I N D O O R TENN I S C O U R T FR A M E N O W O R F O R M E R L Y R O Y A L E X E C U T I V E P A R K 30 FE E T WI D E WA T E R E A S E M E N T L . 7 7 8 7 C P . 4 1 6 (LI B E R 1 0 1 2 4 C P . 1 8 7 ) ALFRED C O U R T 1 STORY STEELMAINTENANCE BUILDING 1 S T O R Y F R A M E EX I S T I N G 10 " TO W N O F H A R R I S O N VI L L A G E O F R Y E B R O O K TOWN O F H A R R I S O N VILLAG E O F R Y E B R O O K TOWN O F R Y E TOWN OF HARRISO N TOWN OF RYEVILLAGE OF R Y E B R O O K TO W N O F R Y E EXISTING 12" DIP WATER MAIN 20 F E E T W I D E W A T E R E A S E M E N T PR O P O S E D 4 " D I P W A T E R C O N N E C T I O N EXISTING 12" DIP WATER MAIN DO R A L G R E E N S DR I V E E A S T PINE TR E E D R I V E D R I V I N G R A N G E CONCRET E P A T I O WALKBRICK DECK PLANTER CONC.WALL CONC. WALL CONCRETE P A T I O WALL CONC. CHAI N L I N K F E N C E CH A I N L I N K F E N C E TENNI S C O U R T DOME D I N D O O R CONC. CO N C . PATI O ST E P S E A S E M E N T A R E A N O R T H GO L F C O U R S E P A R C E L N O . 2 WAT E R E A S E M E N T F O R (L I B E R 1 0 1 2 4 C P . 1 8 7 ) (LIBER 1 0 1 2 4 C P . 1 8 7 ) 236.6 TOWE R COOLI N G P O N D P O N D P O N D P O N D P O N D P O N D FOO T BRID G E GAZEBO (DE F L A T E D ) (DE F L A T E D ) PA R K I N G A R E A WV BL A C K T O P R O A D ST O N E W A L L ST O N E W A L L B L A C K T O P C A R T P A T H B L A C K T O P C A R T P A T H BL A C K T O P CART PATH CH . L I N K F E N C E O N C O N C R E T E U N I L O C K W A L L EN C L O S E D W O O D D E C K TE N T A R E A (D I N I N G ) RA M P WV WV WV FRM. T R A I L E R RA M P BL A C K T O P C A R T PATH BL A C K T O P CAR T PA T H ST R E A M 36 " C M P ST O N E WA L L STONE WALL PAVER S ARBOR BLAC K T O P CAR T PATH BLAC K T O P CART PAT H FOOT BRID G E 12 F T . W I D E P E R P E T U A L & N O N E X C L U S I V E E A S E M E N T O F R I G H T O F W A Y F O R I N G R E S S A N D E G R E S S A S R E C O R D E D I N B O O K 2 1 7 1 P A G E 2 9 2 ( F A I R F I E L D C O U N T Y , C T ) P O N D WOOD BRIDGE C A R T P A T H S T O N E W A L L A L O N G L I N E P O N D C A R T PA T H SHE D CON C . VAU L T ST. CU R B VINY L FENC E W A T E R SE R V I C E S 4 1 ° 0 1 ' 5 9 " E 85 . 5 7 ' S 4 0 ° 2 2 ' 5 9 " E 56 . 3 4 ' S 2 6 ° 4 2 ' 5 9 " E 62 . 0 6 ' S 3 2 ° 4 4 ' 5 6 " E 15 1 3 . 4 6 ' O F N E W Y O R K O F T H E S T A T E U N I V E R S I T Y N O W O R F O R M E R L Y P R O P E R T Y 29.35' N O W O R F O R M E R L Y R O Y A L E X E C U T I V E P A R K WV WV RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 7 1 . 0 0 GFFE : 2 6 0 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 8 2 . 0 0 GFFE : 2 7 1 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 9 3 . 0 0 GFFE : 2 8 2 . 0 0 COMM U N I T Y B U I L D I N G 2-STO R Y TERA C E F F E : 2 9 3 . 0 0 FFE: 3 0 4 . 0 0 RES I D E N T I A L B U I L D I N G 4-S T O R Y FFE : 2 7 1 . 0 0 GFF E : 2 6 0 . 0 0 RES I D E N T I A L B U I L D I N G 5-S T O R Y FFE : 2 7 1 . 0 0 GFF E : 2 6 0 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 8 2 . 0 0 GFFE : 2 7 1 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 9 3 . 0 0 GFFE : 2 8 2 . 0 0 C O M M U N I T Y B U I L D I N G 2 - S T O R Y F F E : 2 9 3 . 0 0 G F F E : 2 7 1 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 9 3 . 0 0 GFFE : 2 8 2 . 0 0 CONT I N U I N G C A R E B U I L D I N G 3-STO R Y FFE: 2 7 1 . 0 0 S U B - G R A D E G A R A G E F O O T P R I N T O U T S I D E B U I L D I N G F O O T P R I N T P A T I O SUB-G R A D E G A R A G E F O O T P R I N T OUTSI D E B U I L D I N G F O O T P R I N T PATIO S U B - G R A D E G A R A G E F O O T P R I N T O U T S I D E B U I L D I N G F O O T P R I N T P A T I O SUB - G R A D E G A R A G E F O O T P R I N T OUT S I D E B U I L D I N G F O O T P R I N T PAT I O SU B - G R A D E G A R A G E FO O T P R I N T O U T S I D E BU I L D I N G FO O T P R I N T SUB - G R A D E G A R A G E FOO T P R I N T O U T S I D E BUI L D I N G F O O T P R I N T GRA S S E D S E A T I N G SUB-G R A D E G A R A G E FOOT P R I N T O U T S I D E BUILD I N G F O O T P R I N T PATIO G A R A G E GARA G E GAR A G E GA R A G E GARA G E GARA G E GARA G E GARA G E G A R A G E L O A D I N G D O C K L O A D I N G D O C K 34 130 P O O L PATIO PROPOSED STORMWATER MANAGEMENT AREA 15 20 32 35 40 6 17 30 ANDERSON ROAD ANDERSON ROAD KI N G S T R E E T DO R A L G R E E N S D R I V E W E S T DORAL GRE E N S D R I V E W E S T DO R A L G R E E N S D R I V E W E S T D O R A L G R E E N S D R I V E W E S T KI N G S T R E E T PROPOSED AMPHITHEATER PROPOSED GAZEBO PROPOSED GAZEBO LOT 2 (~4 ACRES) LOT 1 (~57.5 ACRES) LOT 4 (~14.5 ACRES) LOT 3 (~7 ACRES) PATIO PATIO PATIO PATIO RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 3 0 4 . 0 0 GFFE : 2 9 3 . 0 0 100 ' LA N D S C A P E D REA R Y A R D B U F F E R 15 0 ' LA N D S C A P E D FR O N T Y A R D B U F F E R 10 0 ' L A N D S C A P E D SI D E Y A R D B U F F E R 10 0 ' LA N D S C A P E D SI D E Y A R D B U F F E R 100' WETLAN D BUFFER 1 0 0 ' W E T L A N D B U F F E R 1 0 0 ' W E T L A N D B U F F E R 26 1 ' 243' 206. 8 ' 12 1 ' 23 1 . 6 ' 25 6 ' 23 3 ' NE W Y O R K S T A T E L I N E CO N N E C T I C U T S T A T E L I N E NE W Y O R K S T A T E L I N E CO N N E C T I C U T S T A T E L I N E TO W N O F H A R R I S O N VI L L A G E O F R Y E B R O O K TO W N O F R Y E TOW N O F H A R R I S O N VILL A G E O F R Y E B R O O K TOW N O F R Y E 225 . 7 ' PROPOSED STORMWATER MANAGEMENT AREA 15 0 ' FR O N T Y A R D SE T B A C K 10 0 ' SI D E Y A R D S E T B A C K 10 0 'SID E Y A R D SE T B A C K 200 ' REA R Y A R D SE T B A C K PROPOSED CONCRETE CURB PROPOSED BUILDING LINE PROPOSED PARKING SPACES WITH NUMBER OF SPACES INDICATED PROPOSED MONOLITHIC CONCRETE PROPOSED RETAINING WALL (DESIGN BY OTHERS) SIDEWALK & CURB PROPOSED ACCESSIBLE PARKING SPACES WITH NUMBER OF SPACES INDICATED EXISTING BUILDING LINE EXISTING PROPERTY LINE EXISTING RETAINING WALL EXISTING LIGHT POLE EXISTING SIGN EXISTING BUILDING OVERHANG EXISTING CURB LINE EXISTING PAVEMENT EDGE EXISTING GUIDE RAIL EXISTING PARKING WITH EXISTING WETLAND LINE AND DELINEATION NUMBER OF SPACES EXISTING TREE AND DESIGNATION EXISTING FENCE EXISTING DIRECTIONAL ARROWS EXISTING TREE LINE ADJACENT PROPERTY LINE EXISTING SETBACK LINE EXISTING PAINT EXISTING ACCESSIBLE PARKING WITH NUMBER OF SPACES EXISTING STONE WALL EXISTING PEDESTRIAN CROSSING PROPOSED SAWCUT LINE PROPOSED CONCRETE PATIO AREAS PROPOSED DROP CURB AND RAMP PROPOSED HEAVY DUTY PAVEMENT TRAFFIC SIGN LOCATION & DESIGNATION PROPOSED FENCE LEGEND T10 M NOTES: 1.EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED, "ALTA/NSPS LAND TITLE SURVEY," PREPARED BY WARD CARPENTER ENGINEERS INC., DATED JANUARY 2, 2026, LAST REVISED APRIL 29, 2026. EXISTING UTILITY POLE PROPOSED GUIDE RAIL PROPOSED DROP CURB & RAMP PROPOSED 4" WIDE YELLOW HATCH LINES PROPOSED 2-4" WIDE YELLOW LINES 8"O.C. W 30'10' Y PROPOSED 1-4" WIDE WHITE LINE PROPOSED 1-4" WIDE WHITE LINE PROPOSED 12" WIDE WHITE STOP LINE (DASHED-40' REPEAT CYCLE) 18" O.C. @ 45° PROPOSED ARROW MARKING ON PAVEMENT ONLY PROPOSED WORD MARKING ON PAVEMENT PEDESTRIAN CROSSING WLF-63 WLF-64 WLF-65 2H 5 2H 5 A (REFER TO STRIPING DETAILS) (REFER TO STRIPING DETAILS) PROPOSED SIDEWALK OVERALL25087-LAY Drawing No: Project No: Date: Scale: Drawn:Approved: 25087 06/10/2026 CDF DV ANY ALTERATION OF PLANS, SPECIFICATIONS, PLATS AND REPORTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PROVIDED FOR BY SECTION 7209, SUBSECTION 2. ER I C K S O N R Y E B R O O K 97 5 A N D E R S O N H I L L R O A D VI L L A G E O F R Y E B R O O K , N Y 1 0 5 7 3 HC M 70 0 E . P R A T T S T R E E T , S U I T E 1 2 0 0 BA L T I M O R E , M D , 2 1 2 0 2 ER I C K S O N L I V I N G P R O P E R T I E S , L L C 70 1 M A I D E N C H O I C E L A N E BA L T I M O R E , M D 2 1 2 2 8 AR C H I T E C T : AP P L I C A N T : No . Re v i s i o n Da t e P r e v i o u s E d i t i o n s O b s o l e t e By CO P Y R I G H T © 20 2 6 b y J M C All R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d , s t o r e d i n a r e t r i e v a l s y s t e m , o r t r a n s m i t t e d i n a n y f o r m o r b y m e a n s , e l e c t r o n i c , m e c h a n i c a l , ph o t o c o p y i n g , r e c o r d i n g o r o t h e r w i s e , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f J M C P L A N N I N G , E N G I N E E R I N G , L A N D S C A P E A R C H I T E C T U R E & L A N D S U R V E Y I N G , P L L C | J M C S I T E D E V E L O P M E N T CO N S U L T A N T S , L L C | J O H N M E Y E R C O N S U L T I N G , I N C . ( J M C ) . A n y m o d i f i c a t i o n s o r a l t e r a t i o n s t o t h i s d o c u m e n t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f J M C s h a l l r e n d e r t h e m i n v a l i d a n d u n u s a b l e . OV E R A L L P R E L I M I N A R Y L A Y O U T AN D S U B D I V I S I O N P L A N LAY.scr C-100 1" = 100' LAY (A)25087-LAY Drawing No: Project No: Date: Scale: Drawn:Approved: 25087 06/10/2026 CDF DV ANY ALTERATION OF PLANS, SPECIFICATIONS, PLATS AND REPORTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PROVIDED FOR BY SECTION 7209, SUBSECTION 2. ER I C K S O N R Y E B R O O K 97 5 A N D E R S O N H I L L R O A D VI L L A G E O F R Y E B R O O K , N Y 1 0 5 7 3 HC M 70 0 E . P R A T T S T R E E T , S U I T E 1 2 0 0 BA L T I M O R E , M D , 2 1 2 0 2 ER I C K S O N L I V I N G P R O P E R T I E S , L L C 70 1 M A I D E N C H O I C E L A N E BA L T I M O R E , M D 2 1 2 2 8 AR C H I T E C T : AP P L I C A N T : No . Re v i s i o n Da t e P r e v i o u s E d i t i o n s O b s o l e t e By CO P Y R I G H T © 20 2 6 b y J M C All R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d , s t o r e d i n a r e t r i e v a l s y s t e m , o r t r a n s m i t t e d i n a n y f o r m o r b y m e a n s , e l e c t r o n i c , m e c h a n i c a l , ph o t o c o p y i n g , r e c o r d i n g o r o t h e r w i s e , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f J M C P L A N N I N G , E N G I N E E R I N G , L A N D S C A P E A R C H I T E C T U R E & L A N D S U R V E Y I N G , P L L C | J M C S I T E D E V E L O P M E N T CO N S U L T A N T S , L L C | J O H N M E Y E R C O N S U L T I N G , I N C . ( J M C ) . A n y m o d i f i c a t i o n s o r a l t e r a t i o n s t o t h i s d o c u m e n t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f J M C s h a l l r e n d e r t h e m i n v a l i d a n d u n u s a b l e . PR E L I M I N A R Y L A Y O U T P L A N VI E W A LAY.scr C-110 1" = 40' RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 7 1 . 0 0 GFFE : 2 6 0 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 8 2 . 0 0 GFFE : 2 7 1 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 9 3 . 0 0 GFFE : 2 8 2 . 0 0 COMM U N I T Y B U I L D I N G 2-STO R Y TERA C E F F E : 2 9 3 . 0 0 FFE: 3 0 4 . 0 0 RES I D E N T I A L B U I L D I N G 4-S T O R Y FFE : 2 7 1 . 0 0 GFF E : 2 6 0 . 0 0 RES I D E N T I A L B U I L D I N G 5-S T O R Y FFE : 2 7 1 . 0 0 GFF E : 2 6 0 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 9 3 . 0 0 GFFE : 2 8 2 . 0 0 S U B - G R A D E G A R A G E F O O T P R I N T O U T S I D E B U I L D I N G F O O T P R I N T P A T I O SUB-G R A D E G A R A G E F O O T P R I N T OUTS I D E B U I L D I N G F O O T P R I N T PATIO SUB-GRADE GARAGE FOOTPRINT OUTSIDE BUILDING FOOTPRINT S U B - G R A D E G A R A G E F O O T P R I N T O U T S I D E B U I L D I N G F O O T P R I N T P A T I O SUB - G R A D E G A R A G E F O O T P R I N T OUT S I D E B U I L D I N G F O O T P R I N T PAT I O SU B - G R A D E G A R A G E F O O T P R I N T OU T S I D E B U I L D I N G F O O T P R I N T SUB - G R A D E G A R A G E F O O T P R I N T OUT S I D E B U I L D I N G F O O T P R I N T GRA S S E D S E A T I N G SUB-G R A D E G A R A G E F O O T P R I N T OUTS I D E B U I L D I N G F O O T P R I N T PATIO BRI D G E BRI D G E BRIDG E GARA G E GAR A G E G A R A G E GARA G E GARA G E GARA G E G A R A G E L O A D I N G D O C K 7 6 34 5 5 10 30 2H 2 H 20 2H 2H 1 2 MATCHLINE MATCHLINE P O O L PATIO 74' 343 ' 203 ' 4 6 7 ' 2 4 8 ' 848' 1 7 7 ' 385' 342' 2 1 5 ' 72' 221 ' 149 ' 1 3 7 ' 26 2 ' 14 2 ' 72' 14 2 ' 1 7 1 7 15 20 1 1 32 17 30 SUB-GRADE GARAGE FOOTPRINT OUTSIDE BUILDING FOOTPRINT 15' R 41'R 25'R 25 ' R 3'R 15' R 15'R 15' R 3 ' R 3' R 3'R 15'R 15 ' R 15'R 25'R 1 3 7 ' R 16 3 ' R 3'R22'R 48'R 3' R 15 ' R 1 6 3 ' R 1 3 7 ' R 15'R 25'R 48 ' R 22 ' R 3'R 3'R 68' R 42 ' R 8'R 15 ' R 213'R 213 ' R 15 ' R 15'R 63'R 37'R 5' R 27' R 71 ' R 81'R 5'R 15 ' R 15'R 17 ' R 90'R 65'R 20'R 20 ' R 3'R 10'R 10 ' R 10'R 10 ' R 5'R 20'R 20 ' R 5'R 3'R 5'R 3'R 516 ' R 487 ' R 25 ' R 25'R 424 9 ' R 30'R 85'R 70'R 3'R 30' R 15 ' R 25 ' R 25 ' R 37 ' R 15'R 91 ' R 11 7 ' R 63' R 15 ' R 3'R 15'R 15' R 5'R 3'R 43 ' R 6 7 ' R 5'R 47'R 5'R 43' R 6 7 ' R 237' R 263' R 25 ' R 25'R 15'R 3'R 15 ' R 3'R 85'R 59'R 38'R DORAL GRE E N S D R I V E W E S T PROPOSED AMPHITHEATER PROPOSED GAZEBO PROPOSED GAZEBO 18' 26' 9 ' 26' 18' 26' 2 6 ' 24'26' 2 0 ' 2 0 ' 26' 18' 26' 18' 9 ' 9 ' 2 6 ' 26' 18' 26' 9 ' 18' 26' 2 6 ' 26' 2 6 ' 18' 28' 9' 9' 18' 26' 26' 2 6 ' 26 ' 26' PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 20' WIDE EMERGENCY ACCESS PATH (TYP.) PROPOSED 20' WIDE EMERGENCY ACCESS PATH (TYP.) PROPOSED 20' WIDE EMERGENCY ACCESS PATH (TYP.) PROPOSED 20' WIDE EMERGENCY ACCESS PATH (TYP.) PATIO PATIO PATIO PATIO PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) MEET EXISTING CURB (TYP.) MEET EXISTING CURB (TYP.) RESID E N T I A L B U I L D I N G 4-ST O R Y FFE: 3 0 4 . 0 0 GFFE : 2 9 3 . 0 0 100 ' LA N D S C A P E D RE A R Y A R D B U F F E R 10 0 ' L A N D S C A P E D SI D E Y A R D B U F F E R 10 0 ' LA N D S C A P E D SI D E Y A R D B U F F E R 100' WETLAN D BUFFER 1 0 0 ' W E T L A N D B U F F E R 12 1 ' 23 1 . 6 ' PROPOSED 20' WIDE EMERGENCY ACCESS DRIVEWAY (TYP.) TOW N O F H A R R I S O N VILL A G E O F R Y E B R O O K TOW N O F R Y E 225 . 7 ' PROPOSED STORMWATER MANAGEMENT AREA 10 0 'SI D E Y A R D SE T B A C K 200 ' RE A R Y A R D SE T B A C K PROPOSED CONCRETE CURB PROPOSED BUILDING LINE PROPOSED PARKING SPACES WITH NUMBER OF SPACES INDICATED PROPOSED MONOLITHIC CONCRETE PROPOSED RETAINING WALL (DESIGN BY OTHERS) SIDEWALK & CURB PROPOSED ACCESSIBLE PARKING SPACES WITH NUMBER OF SPACES INDICATED EXISTING BUILDING LINE EXISTING PROPERTY LINE EXISTING RETAINING WALL EXISTING LIGHT POLE EXISTING SIGN EXISTING BUILDING OVERHANG EXISTING CURB LINE EXISTING PAVEMENT EDGE EXISTING GUIDE RAIL EXISTING PARKING WITH EXISTING WETLAND LINE AND DELINEATION NUMBER OF SPACES EXISTING TREE AND DESIGNATION EXISTING FENCE EXISTING DIRECTIONAL ARROWS EXISTING TREE LINE ADJACENT PROPERTY LINE EXISTING SETBACK LINE EXISTING PAINT EXISTING ACCESSIBLE PARKING WITH NUMBER OF SPACES EXISTING STONE WALL EXISTING PEDESTRIAN CROSSING PROPOSED SAWCUT LINE PROPOSED CONCRETE PATIO AREAS PROPOSED DROP CURB AND RAMP PROPOSED HEAVY DUTY PAVEMENT TRAFFIC SIGN LOCATION & DESIGNATION PROPOSED FENCE LEGEND T10 M NOTES: 1.EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED, "ALTA/NSPS LAND TITLE SURVEY," PREPARED BY WARD CARPENTER ENGINEERS INC., DATED JANUARY 2, 2026, LAST REVISED APRIL 29, 2026. EXISTING UTILITY POLE PROPOSED GUIDE RAIL PROPOSED DROP CURB & RAMP PROPOSED 4" WIDE YELLOW HATCH LINES PROPOSED 2-4" WIDE YELLOW LINES 8"O.C. W 30'10' Y PROPOSED 1-4" WIDE WHITE LINE PROPOSED 1-4" WIDE WHITE LINE PROPOSED 12" WIDE WHITE STOP LINE (DASHED-40' REPEAT CYCLE) 18" O.C. @ 45° PROPOSED ARROW MARKING ON PAVEMENT ONLY PROPOSED WORD MARKING ON PAVEMENT PEDESTRIAN CROSSING WLF-63 WLF-64 WLF-65 2H 5 2H 5 A (REFER TO STRIPING DETAILS) (REFER TO STRIPING DETAILS) PROPOSED SIDEWALK LAY (B)25087-LAY Drawing No: Project No: Date: Scale: Drawn:Approved: 25087 06/10/2026 CDF DV ANY ALTERATION OF PLANS, SPECIFICATIONS, PLATS AND REPORTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PROVIDED FOR BY SECTION 7209, SUBSECTION 2. ER I C K S O N R Y E B R O O K 97 5 A N D E R S O N H I L L R O A D VI L L A G E O F R Y E B R O O K , N Y 1 0 5 7 3 HC M 70 0 E . P R A T T S T R E E T , S U I T E 1 2 0 0 BA L T I M O R E , M D , 2 1 2 0 2 ER I C K S O N L I V I N G P R O P E R T I E S , L L C 70 1 M A I D E N C H O I C E L A N E BA L T I M O R E , M D 2 1 2 2 8 AR C H I T E C T : AP P L I C A N T : No . Re v i s i o n Da t e P r e v i o u s E d i t i o n s O b s o l e t e By CO P Y R I G H T © 20 2 6 b y J M C All R i g h t s R e s e r v e d . N o p a r t o f t h i s d o c u m e n t m a y b e r e p r o d u c e d , s t o r e d i n a r e t r i e v a l s y s t e m , o r t r a n s m i t t e d i n a n y f o r m o r b y m e a n s , e l e c t r o n i c , m e c h a n i c a l , ph o t o c o p y i n g , r e c o r d i n g o r o t h e r w i s e , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f J M C P L A N N I N G , E N G I N E E R I N G , L A N D S C A P E A R C H I T E C T U R E & L A N D S U R V E Y I N G , P L L C | J M C S I T E D E V E L O P M E N T CO N S U L T A N T S , L L C | J O H N M E Y E R C O N S U L T I N G , I N C . ( J M C ) . A n y m o d i f i c a t i o n s o r a l t e r a t i o n s t o t h i s d o c u m e n t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f J M C s h a l l r e n d e r t h e m i n v a l i d a n d u n u s a b l e . PR E L I M I N A R Y L A Y O U T P L A N VI E W B LAY.scr C-111 1" = 40' RoadHillAnderson Road RES I D E N T I A L B U I L D I N G 5-S T O R Y FFE : 2 7 1 . 0 0 GFF E : 2 6 0 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 8 2 . 0 0 GFFE : 2 7 1 . 0 0 C O M M U N I T Y B U I L D I N G 2 - S T O R Y F F E : 2 9 3 . 0 0 G F F E : 2 7 1 . 0 0 RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 2 9 3 . 0 0 GFFE : 2 8 2 . 0 0 CONT I N U I N G C A R E B U I L D I N G 3-STO R Y FFE: 2 7 1 . 0 0 OUT S I D E B U I L D I N G F O O T P R I N T SUB-G R A D E G A R A G E F O O T P R I N T OUTS I D E B U I L D I N G F O O T P R I N T PATIO BRI D G E BRI D G E G A R A G E GARA G E GAR A G E GARA G E GARA G E L O A D I N G D O C K 5 18 15 130 2H MATCHLINE MATCHLINE 306' 3 2 3 ' 74' 343 ' 203 ' PROPOSED STORMWATER MANAGEMENT AREA 1 1 32 35 63 63 4 40 13 11 12 4H 6 6 17 20 ' R 10' R 10'R 10 ' R 5'R 20'R 20 ' R 5'R 3'R 5'R 516 ' R 487 ' R 25 ' R 3' R 3'R 8'R 25'R 3'R3' R 25'R 540 ' R 424 9 ' R 514 ' R 2 5 ' R 50'R 5 0 ' R 5'R6' R 5'R 5' R 5'R 5'R 8 8 ' R 3 0 ' R 15 0 ' R 25'R 15'R 3'R 25' R 540' R 15'R 25 ' R 3'R 15'R 15 ' R 15'R 15 ' R 8'R 15' R 15 ' R 8'R 3'R 30 ' R 15 ' R 2 5 ' R 25 ' R 37 ' R 15'R 91 ' R 11 7 ' R 63' R 15 ' R 3'R 15'R 15'R 5'R 3'R 43 ' R 43 ' R 2 5 ' R 13 7 ' R 1 6 3 ' R 25'R 237'R 263'R 25 ' R 25'R 3'R 15'R 15 ' R 37'R 63'R 2 5 ' R 3'R 15'R 163'R 137'R 15'R 3'R 41'R 1 5 ' R 25'R 1 8 7 ' R 2 1 3 ' R 16 5 ' R 19 1 ' R 37'R 63'R 112'R 138'R 22'R 48' R 22'R 3'R 22' R 48' R 15' R 3'R 25'R 25 ' R 25'R 25' R 3' R 3' R 3'R 48'R 15'R15'R 15'R 3'R 15 ' R ANDERSON ROAD ANDERSON ROAD DO R A L G R E E N S D R I V E W E S T 18' 24' 18' 26' 22' 26 ' 18' 26' 18'26' 26' 26'18' 9' 9' 2 6 ' 26' 1 8 ' 2 6 ' 26' 2 4 ' 2 6 ' 2 0 ' 1 8 ' 2 4 ' 1 8 ' 18' 26'26' 9' 26' 2 6 ' 26' 26' 26' 26' 26 ' PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED 5' WIDE SIDEWALK (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) PROPOSED PAVEMENT (TYP.) MEET EXISTING CURB (TYP.) MEET EXISTING CURB (TYP.) RESID E N T I A L B U I L D I N G 4-STO R Y FFE: 3 0 4 . 0 0 GFFE : 2 9 3 . 0 0 15 0 ' LA N D S C A P E D FR O N T Y A R D B U F F E R 10 0 ' L A N D S C A P E D SI D E Y A R D B U F F E R 1 0 0 ' W E T L A N D B U F F E R 26 1 ' 206. 8 ' 25 6 ' 23 3 ' 8'R 32 ' R 45 0 ' R 51 0 ' R 15 0 ' FR O N T Y A R D SE T B A C K 10 0 ' SI D E Y A R D S E T B A C K PROPOSED CONCRETE CURB PROPOSED BUILDING LINE PROPOSED PARKING SPACES WITH NUMBER OF SPACES INDICATED PROPOSED MONOLITHIC CONCRETE PROPOSED RETAINING WALL (DESIGN BY OTHERS) SIDEWALK & CURB PROPOSED ACCESSIBLE PARKING SPACES WITH NUMBER OF SPACES INDICATED EXISTING BUILDING LINE EXISTING PROPERTY LINE EXISTING RETAINING WALL EXISTING LIGHT POLE EXISTING SIGN EXISTING BUILDING OVERHANG EXISTING CURB LINE EXISTING PAVEMENT EDGE EXISTING GUIDE RAIL EXISTING PARKING WITH EXISTING WETLAND LINE AND DELINEATION NUMBER OF SPACES EXISTING TREE AND DESIGNATION EXISTING FENCE EXISTING DIRECTIONAL ARROWS EXISTING TREE LINE ADJACENT PROPERTY LINE EXISTING SETBACK LINE EXISTING PAINT EXISTING ACCESSIBLE PARKING WITH NUMBER OF SPACES EXISTING STONE WALL EXISTING PEDESTRIAN CROSSING PROPOSED SAWCUT LINE PROPOSED CONCRETE PATIO AREAS PROPOSED DROP CURB AND RAMP PROPOSED HEAVY DUTY PAVEMENT TRAFFIC SIGN LOCATION & DESIGNATION PROPOSED FENCE LEGEND T10 M NOTES: 1.EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED, "ALTA/NSPS LAND TITLE SURVEY," PREPARED BY WARD CARPENTER ENGINEERS INC., DATED JANUARY 2, 2026, LAST REVISED APRIL 29, 2026. EXISTING UTILITY POLE PROPOSED GUIDE RAIL PROPOSED DROP CURB & RAMP PROPOSED 4" WIDE YELLOW HATCH LINES PROPOSED 2-4" WIDE YELLOW LINES 8"O.C. W 30'10' Y PROPOSED 1-4" WIDE WHITE LINE PROPOSED 1-4" WIDE WHITE LINE PROPOSED 12" WIDE WHITE STOP LINE (DASHED-40' REPEAT CYCLE) 18" O.C. @ 45° PROPOSED ARROW MARKING ON PAVEMENT ONLY PROPOSED WORD MARKING ON PAVEMENT PEDESTRIAN CROSSING WLF-63 WLF-64 WLF-65 2H 5 2H 5 A (REFER TO STRIPING DETAILS) (REFER TO STRIPING DETAILS) PROPOSED SIDEWALK