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HomeMy WebLinkAbout349 Route 28 Condominium Plan of Land Site Plan■ PROPOSED 6" HDPE WATER SERVICE TO TIE IN TO EXISTING TOWN WATER MAIN 28 V(TATE HIGHWAY - VARIABLE WIDTH) PROPOSED 2' CURB STOP I W/ VALVE BOX s s CULTEC RECHARGER 18OHD BENCHMARK: HYDRANT #1751 AREA #1, SEE DETAIL CLC C FL ENSTREET ELEVATION 14.62 GE OLT OSEST TO s TH p"W i 'v,; C9 - : (NGVD 1929)G�AK"� CURB ^, 219.13' ,.+ GRANITE CURB _ ---- --------- _. S 70'28'00" E 265.55' _ �r ;, , t,: .yl_ r ;rs 3 , (�) s s - 0 MIN 12 PROPOSED VENT I 16.5 o a II ev o/ 4 n 11 x2 - ` PROPOSED ELEC. CONNECT PROP. 12 HDPE / 'ten �� 5e f "7 - - .\ C ITR 0 L BOX - I TO EX. CB AND PROP. ! ° �o \� =i++ -' I I�-. \�.� 31 i DMH #1 - -4--- -t-- ---------------- °;INEtdm - ---4- - '+f --- ~n REPAVE ENTRY I i Nti iv�i =ire 12.8 6" BITUMI S BERM 1 x v W/ 1/2" OVERLAY I ! i N 1 x 2 3.5' AtK X 13.3 3. WALK "1 pl ff f f II _ 72 MATCH EX. GRADE ' I 12 ! 36.00' 36.00' PROPOSED o $ 13x6 1 3.5 *� a - - 12. ASPHALT BERM C4 co m q DMH 1 14.7 " PROP CAP I J' ' ' ! RIM=12.50 15 3 PROPOSED 2000 GAL D QERM - 11 INV 12"=9.3 IN) ^ 16.00' PUMP CHAMBER I f f f INV 12"=9.2 OUT) PROPOSED 4000 GAL x I 4 1- - �� 1 PROPOSED 2 -STORY SEPTIC TANK o f I / OFFICE BUILDING 4 OAST IRON o ^ / I MULCH AREA ! 3 TOP OF�OUNDATION = 14.3 m ¢ RROPOSED CAPE Li RAIL 1 3 yOD BERM i 3x CONNECT ROOF DRAIN 13X 14' x -C 10 o TO CULTEC CHAMBERS z� © L�) „�� I I/ 12 I i ! 1 x2 0 1.5 RET WALL ; I ' 24' Aq tD n r ZO w ! PROP. CURB I a STOPS . O16 -PROPOSED ! Or M N I 1 CONC. PAVq UTILITY 13x6 0 0 a c m o ! ROPOSED BIT.�� Q n a I ! ! EASEMENT n � 3x30 �CONC. PAVE EXISTING f JJFF n I( --�__ 1 4850/174 36.00' 15.0 36.00' "YARMOUTH po/ 13 3.05 10' I ! x3 WALK 13X 14.8 14.7 1:20 RAMP 13x1 / T r1MOTEL X✓Fl--x 2 STORY RAIL F13-.41 WOOD BUILDING- ) A PROPOSED CAPE 20 �� > 25 !-I _ i < + ct•. / N 4 COD BERM MIN MATCH EX. GRADE .� I i• / {'(}hl ... ---- '2' / - �O Vat/ ••" r _ x1 rA2 / /' / - ® N6 s Y _ 2x60 .,r __.o- --. .-o �,,, /---�/•y0 � �..- p9 ` 13 12x8 13x2 K ..13x2•/ � �-• � 13x5: l! �� ��� \ 1 PROPOSED.+fAT61ES _AND-SKT FENCE - S.F. ACCESS A110 5 VW #1 PNI RS ) UTILITY EASEMENT // I / / PR OSED 800' , / } DUMPS > U I I / /- / ' P V= 1 .1 11x8 PR HiG,H PONT IN ROAD E{ Fy 14.,9 84.74' j S 70'28'00" E N/F CAPE COD CHILD DEV. PROGRAM INC. ASSESSORS MAP 30 PARCEL 21 PROPOSED 9 OUTLET D. BOX 10' MIN PROPERTY LINE BUFFER PROPOSED 4- PVC (SCHED 80) VENT PIPE TO hryQNN/ o�� off. P Li�P3P N NIS LOCUS LOCUS NOT TO SCALE I CERTIFY THAT THIS PLAN FULLY AND ACCURATELY DEPICTS THE LAYOUT LOCATION, UNIT NUMBERS AND DIMENSIONS OF THE UNITS LETTERED A -F INCLUSIVE, IN "349 MAIN STREET CONDOMINIUM," AS-BUILTS. I CERTIFY THAT THIS PLAN FULLY AND ACCURATELY DEPICTS THE LOCATION AND DIMENSIONS OF THE BUILDINGS AS BUILT AND FULLY LISTS THE UNITS CONTAINED THEREIN. I CERTIFY THAT THE PROPERTY LINES SHOWN HEREON ARE THE LINES DIVIDING EXISTING OWNERSHIP, AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, 1ND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. r J OF lw CRAIG A. FIELD ow- No.38039 DATE PROFESSIONAL LAND SURVEYOR THE CERTIFICATION SHOWN HEREON IS INTENDED TO MEET REGISTRY OF DEEDS REQUIREMENTS AND IS NOT A CERTIFICATION TO THE TITLE OR OWNERSHIP OF THE PROPERTY SHOWN. OWNERS OF ADJOINING PROPERTIES ARE SHOWN ACCORDING TO CURRENT TOWN OF YARMOUTH ASSESSORS RECORDS. 5P�- // /• @ /-.• OP ED LIMIT OF CLEARING = R 0. 6' hOp �J�\ `Y ao MARK D. G� VW 14 BVW #17-'-•x.. \\ C \ \ ��f 1 12x4 \mac CIVIDIBL 4 gym$ I # V,ETLA ZS BVW #1 0 W DRAIL I END OF GUARDRAIL o No. 45037 �F "A �� 3 0 1 I PROPOSED WOODEN - - FE 4 ,' a4 r W '9_gRln x PPAVERS t , GUARD RAIL, POSTS 8' O.C. Z i , . vM. l w �O Tc ! r T OS CB , SEE DETAIL E I vrnfl I f8vW #rya ,r i0•Ak r i AL 1.77:_ACRES TCITAL BVW ifry9T I .3 - o I ; I I W .; i ,0 PARKING SUMMARY z _! \. \ PROPOSED HAYBALES Q I rF _ I w I I 1 BUILDING FLOOR AREA :9,648 S.F. I s AND SILT FENCE I : N/F \ PLANT PALETTE ® \ \ OCCUPANCY : 88 PEOPLE I I $1 % 349 MAIN STREET REALTY TRUST APPROVED BY THE YARMOUTH o\�T I a BVW 1:12 ' CONSERVATION COMMISSION Z 1 SPACE 2 OCCUPANTS = 44 SPACES REQUIRED ASSESSORS MAP 30 \� co / PORTION OF PARCEL 22.1 \�\ro 44 PROVIDED \2 10'x18' (W/ 2.5' OVERHANG) r 1 f\ 1 BVW #20 ••.__ \ ONE 3" TREE PER 8 CARS { O1 I \ n ••\••\ AL � '--BVW #22 B�-�� - I \ B,W,,, BVW #21 LOCUS INFORMATION r \ 1 I \ 2 \ z ` \ LEGEND \ I \ =` �� ,I� \ a CURRENT OWNER: 349 MAIN STREET TRUST AL 50.9 X SPOT ELEVATION TITLE REFERENCE: BOOK 13848 r \ C C.B. ® CATCH BASIN DMH ® DRAINAGE MANHOLE PAGE 292 BVW #24� PLAN REFERENCE: BOOK 368 I •r" { , ` \ `- SMH OS SEWER MANHOLE PAGE 22 TMH O TELEPHONE MANHOLE Ito \ AL LP LIGHT POLE F I 1 y \ -BVW #10 ASSESSORS MAP: 30 r I I UPL-* UTILITY POLE / LIGHT PARCEL 22 UPLTyIp UTILITY POLE / LIGHT & TRANSFORMER r UPT UTILITY POLE / TRANSFORMER OVERLAY DISTRICT: NOT IN A ZONE 11 DISTRICT 1 \_ UP UTILITY POLE ZONING DISTRICT: B-2 F r-OHW - OVERHEAD UTILITY LINES SETBACKS: FRONT 30' l jdL o EHH ELECTRIC HANDHOLE SIDE 25' AL ® GMET GAS METER REAR 20' BVW #9 N57.12 -G- GAS LINE I i l 31"W GV EXISTING LOT SIZE' 77,136± S.F. TR GAS GATE PROPOSED BUILDING COVERAGE: 4896± 9.0% (OF UPLAND) 79ECT" r zr+ 23702. WG ® WATER GATE PROPOSED SITE COVERAGE: 28,800± S.F. ±55.5% (OF UPLAND) w \ \ TR #3= ._ TR 0 57e 4.SF PLANID AL -W- WATER LINE $ � I ` 2C,343-- '` WETLAND TEST PIT FEMA FLOOD a \ \ B BY ELEVATION AS DEPICTED ON { \ nz ,7s S x � rT4L N (STRICT: w w COMMUNITY PANEL 250015 0005 D (S7,57 1c4!" R O IS COVE PASF-) /_ 42'1 I _.. .... I \ -•\\\ BVW � '. r REVISED JULY 2, 1992 BVW #7 S 67'00'00" E iWETLANDS ytAy' 4'�F^.-1 \i ;'ilai..%7._ ...-._. \ \•\ �� \ill/ - FOR REGISTRY USE ONLY I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. 1 ? CRAIG A. S FlELD w ; No.38039 � PROFESSIONAL LAND SURVEYOR DATE CONDOMINIUM PLAN OF LAND 349 MAIN STREET CONDOMINIUM #349 MAIN ST. ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN FEBRUARY 9. 2006 REVISIONS: NO. DATE DESC. PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 dor BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2006 The BSC Group, Inc. SCALE: 1 " = 20' 0 2.5 5 10 Ohne 0 10 20 40 rw PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: DWG/8364CONDO.DWG DWG. N0: 5385-10 SHEEP 1 OF 2 JOB. NO: 4-8364.00