Loading...
HomeMy WebLinkAboutrevised plan 10.18.2021GENERAL AL NOTES: TES: EXISTING G FIRST FLOOR = 7.5 EXISTING BASE FLOOD ELE A TIO = 11.0 EXISTING DESIGN FLOOD ELEVATION = 12, G E IST7 G AVERAGE STREET ELEVATION = 6.0 RECOMMENDED TOP FOUNDATION MII . =1 , 0 RECOMMENDED FIRST FLOOR MIN. = 73,0 RECOMMENDED ENDED L O WES T UTILITY TY = 1 .5 MAXIMUM IMUM BUILDING HEIGHT ALLOlvif- = 41.0 COTE, EXISTING 3 BEDROOM SYSTEM WAS INSTALLED IN 014 LOCATION DEPICTED ON THIS PLAT IS BASED ON THE ESF,:.:` PLAN AND AS -BULL I INFORMATION ON FILE AT THE YAR CU 71 , AL ,.- TH DEPARTMENT. Inglelvill 50.9 X SPOT ELEVATION C.B. o CATCH BASIN DMH ® DRAINAGE MANHOLE SMH ® SEWER MANHOLE TMH ® TELEPHONE MANHOLE LP -,i�- LIGHT POLE U P L-)UTILITY POLE / LIGHT UPLT-* UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP UTILITY POLE — OHW — OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE ® GMET GAS METER — G— GAS LINE cv GAS GATE WG ® WATER GATE — W— WATER LINE TEST PIT 6 E 0 z U- /F 184 IAA WKANNA VIIKUT FEALTY TRUST 1'4 A i AN A 1I<UT DRIVE IF DONNA M. FLYNN NOMINEE TRUST #7 ?8 'A *AN<NA W LI T DIR VE CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: LOCUS INFORMATION KELLY A. NORWOOD GEORGE K. NORWOOD CTF. 208819 LCP 11622-A3, SHEET 2 19 33 R-25 FRONT 30' SIDE 15' REAR 20' PROPOSED MECHANICAL FLOOD VENTS (2) SI IL"8 Lv / 9 40 5, 996± S.F. z < .; o o GRADE ® 7.2 BOT. DECK @ 1 1.5 L4 € o 47, "'°,PgROPOSED t RINShNG_ STATION O00O t 3 PROPOSED EROSION - CONTROL OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: EXISTING LOT SIZE: EXISTING LOT COVERAGE: PROPOSED LOT COVERAGE: EXISTING SEPTIC SYSTEM TO REMAIN F JOHN & JOYCE SEARS 187 SEA VIEW A EN E S 8 85' BECK NONE NOT A ZONE II "AE", ELEV=1 1.0, DATED 7/ 16/ 14 PANEL #25001CO589 J 25,000 S.F. 5,996± S.F. 1,008t S.F. (16.8%) 1,430f S.F. (24.7%) NI�F- OHN J. FOX #181 SEA VIEW A VEt E LOT94 2 00" E 122.�2' PROPOSED MECHANICAL FLOOD VENTS (4) PROPOSED 3 BEDROOM DWELLING 155 CRAWL=8.0 EXISTING TOF=12.0 D GELLING FF=13.0 F =7x2 RIDGE=37.33 (HEIGHT=31.3) N 84'35'00" W 108.59' BUILDING SETBACKS OVERLAY DISTRICT: REQUIRED EXISTING FRONT: 30, 35.0' SOUTH SIDE BUILDING: 30, 13.3' SOUTH SIDE DECK: 30' 4.9' NORTH SIDE: 15' 8.3' REAR: 30' 45.8' 1 p i _ ® p W O = o O 0 z � o z ®� �3 o z o V OZ O N N - m 0 co o N �z U O PROPOSED TRENCH DRAIN r �- PROPOSED 500 GALLON DRYWELL an an on ; O t ' L ., 30.5' 3 fAT10 `o j1 a o LO N o i t } G$A EL PAr ING gg 3 P �.�AREA CA TCI BASIN___ fY J t£ i 9 § D W", ROPOSED SLOT/ TRENCH DRAIN i : PROPOSED RELOCATED DRIVEWAY p� i£ }S b I PROPOSED 30.5' 14.0' 8.5' 35.8' T O- OF CONCRETE ETE BOUND, ELFIVATION 6.87 NA VP 1988 28 0 w a � z N z � I N 3 CL LOCUS SO. SHORE DR. LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. N OF o�� G o`r KIERAN J. HEALY c' y NO.48135 0 p�F TE dSjO� '`KIERAN J. HEALY DATE PROFESSIONAL LAND SURVEYOR LAN OF LAND 185 SEAVIEW AVENUE IN 41 SOUTH YARMOUTH I, MAACHUSETT (BARNSTABLE COUNTY) PROPOSED f r CONDITIONS �I SEPTEMBER 20, 2021 NO. DATE DESC. 1 10/18/21 ADD EROSION CONTROL PREPARED FOR: GEORGE NORWOOD 69 PINE TREE DRIVE METHEUN, MA 01844 978-872-3303 Rl BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: Vs - 10' 0 5 10 20 rEEr FI LE: ... Projects-YAR\50517-EXC.dwg DWG. NO: 6713-02 SHEET 1 OF 1 JOB. NO: 5-0517.00