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HomeMy WebLinkAbout349 Route 28 As-Built PlanGRANITE CURB EXISTING "YARMOUTH RESORT" MOTEL 2 STOR1 WOOD BUILDING 219.13 POST AND RAIL FENCE EDGE OF PAVEMENT EXISTING CB RIM=11.5 EXISTING CBS RIM=1 ! _mo i', FLANGE BOLT CLOSEST TO THE STREET ELEVATION 14.62 t PEAR TING C8 a\ jk LP �"� "-12- -0 12--'-- —\\ \ I�F POOLCo OJ�FE IOCq _10 W Z E HYD h `^ PEAR TREE E/ UP / A S. PAD _ -I _ GUY HARE 7 A I N // ELECTRIC I OQ DMH �ry / ! METER PANEL LP — %L' s2.s I DSPRINKLER BITUMINOUS f! ,yr/ I� STAND PIPE PARKING GUY WIRE / r UP - 28 / oN� (ST TE HIGHWAY—IR�tLE WIDTH) GR�..NITE CURB__ - 265.55 84.74' EARPEAR S 70'28'00" E UP �' '� SIGN SIGN TRE TREE TREE TREE41 D–BOX / �4\ GG VENT eeAUP CHOKE WARE TREE HYD H� tt CHERRY ° GRASS g CHERRY _CAPE COD BERM I_ LP ° COD _ _ _ _ CAPE COD CHILD ^�DRAINAGE LEACHING EDGE OF PAVEMENTn I i DEV. PROGRAM INC. — AREA �, 15 ? !� ASSESSORS MAP 30 " PAVERS I _ PARCEL 21 EDGE OF PAVEMENT LP LP LP CONIC. W I :! I CHOKE CHERRY 36.00• RRD 36.00' RD 1 ' LEACHING n !II I PUMP N N GAS o '-- CHOKE / ( 1 16.00' METER�! CHERRY -—� CLUSTER I (_ I ° 2–STORY oo _......__ OFFICE BUILDING o ! TREE / SIDEWALK I TREE TOP OF FOUNDATION = 14.3 `O 9 - A ° ALP 9 h FIRST FLOOR=15.5 RD LP SIDEWALK ®g ! SEPTIC ° 2 CHOKE F -- /— R o A TANK _ - !� CHERRY BITUMINOUS, m / PARKING } 5 ® 16'00 \ C COMPRESSOR - 1 b lI j I i I o oUNITS !�LP /I 0 N \ BITUMINOUS j - \ PARKING I I R 36.00' 36.00- / I -- - -- -.. _.._•. COC LIC RD �-s a- !! ° CHERRY cnxmv.,. rcrtvj n a rnv SMH 1. 4850/174 E �j SMH �,yp �/ r CAPr coo BERT CONC. PAD i 3,250± S.F. ACCESS Arya UTILITY EASEMENT / CONC. PAD / 4/ m 0 h i� M I ITUMINOUS PAVEMENT I W 1 0 .n 0 i7 N J C 1 BITUMINOUS PAVEMENT a �WHITE .. BIRCH . SHRUB Cb / 0J� WETLANDS PINE GF. N 54,4 O 227 T N WA RAMP CONIC. NALXI �� 76.6' s HF \\ BITUMINOUS \ CHERRY PARKING DTR�- PERNOUS ,� PAVERS CHERRY 3 _ 72 i o — f \\ r \� MAPLE TREE( J1..__ DRAINAGE I - T eGFFFR LEACHING I 2CHERRY,o3 e?O�CN. OOVF PAD J ! �. 8 � G 1 �� — J ° CHERRY BLAND j ! F _ N7 ...-.,.� WETLAND � 1! L PERVIOUS PAVERS ! E _ 0 77,136±S. F. TOTAL \ CA--- °o 1.77±ACRES TOTALti.E C`BERM CHERRY JL �� \ 'ti' _ CHERRY/ \ 1 SHRUB so. 349 MAIN STREET REALTY TRUST (TYP.) O PORTION OF PARCEL 22.1 o -AL� N ° PINE n � AWL z \ AL AL AL A I AL I 157,854±S.F. UPLAND \ ` 26,343±S.F. WETLAND 184,197±S.F. TOTAL \4.23±ACRES. TOTAL \ v (67.5% IMPERVIOUS COVERAGE) (24.9% BUILDING COVERAGE) AL V4 AL 42'1 LOCUS LOCUS NOT TO SCALE S 74.17'38" E 189.23' REED I JUL 1 0 �66 TW PARKING 41 PARKING SPAi,ES 3 HANDICAPPED PARKING SPACES 44 SPACES TOTAL LEGEND 50.9 X SPOT ELEVATION C.B. ® CA'CH BASIN DMH ® DR, INAGE MANHOLE SMH O SEVER MANHOLE TMH 8 TELEPHONE MANHOLE LP il� LAMP UPL-* UTILITY POLE / LIGHT UPLT UTILITY POLE / LIGHT Se TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP UTILITY POLE —OHW — OVERHEAD ELECTRIC LINE e GMET GAS METER —G— GAS LINE 10 GAS GATE WG ® WATER GATE —W— WATER LINE • RD ROOF DRAIN SHEET 1 OF 1 DECIDUOUS TREE 125• CONIFEROUS TREE MINIMUM LOT SIZE: SHRUB 1© NUMBER OF PARKING SPACES LOCUS INFORMATION CURRENT OWNER: 349 MAIN STREET REALTY TRUST TITLE REFERENCE: BOOK 19583 No.38039 A 1 1 PAGE 350 7%%Ol PLAN REFERENCE: BOOK 368 PLAN #349 MAIN STREET PAGE 22 IN ASSESSORS MAP: 30 (BARNSTABLE COUNTY) PARCEL: 22 PREPARED FOR: OVERLAY DISTRICT. NOT IN A ZONE II DISTRICT ZONING DISTRICT: B-2 657 Main Street, Unit 6 SETBACKS: FRONT 30' 508 778 8919 © 2006 The BSC Group, Inc. SIDE 25' 0 10 20 40 n=cr FILE: 8364 -SP -AB -DWG REAR 20' SHEET 1 OF 1 FRONTAGE: 125• MINIMUM LOT SIZE: 20,000 S.F. EXISTING LOT SIZE: 77,1361 S.F. FEMA ROOD A-9 (ELEV. 10) AS SHOWN ON ZONE DISTRICT: COMMUNITY PANEL 250015 0005 D REVISED JULY 2, 1992 REVISIONS: NO. DATE DESC. �1 ♦�V �f1�MOFKtI�_` 1 ? CRAIG A. $ FIELD in No.38039 A 1 1 L*0 7%%Ol PROFESSIONAL LAND SURVEYOR DATE AS -BUILT PLAN #349 MAIN STREET ROUTE 28 IN ARMOIJT! MASSACHUSETTS (BARNSTABLE COUNTY) JULY 10, 2006 PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 weltn BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2006 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 n=cr FILE: 8364 -SP -AB -DWG DWG. NO: 5385.13 SHEET 1 OF 1 JOB. NO: 4-8364.00