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Home My WebLink AboutProposed plan (stamped) 12-6-21CBDH FOUND UP GUY WIRE GUY WIRE 7.2 5.75.2 4.7 5.2 6.2 6.4 7.0 7.3 7.27.8 7.3 xxxxxxxxxxxxxxL A W N L A W N APPROXIMATE LOCATION OF SEPTIC SYSTEM FROM TIE-CARD CHAINLINK FENCESTOCKADE FENCE STOC K A D E F E N C E CONCRETE WALL CONCRETE WALL L A W N EDGE OF PAVEMENTEDGE OF PAVEMENTRINSE SATION DECKING STONE PATIOAC PAD ELEC. METER GAS METER WOOD STEPS CONCRETE PAD WOOD DECK BRICK PATIO BRICK LANDING EL.=9.3 BRICK WALK AND STEPSEDGE OF PAVEMENTBASEMENT STEPS #28 DWELLING EXISTING FIN. FL. EL. = 10.0 S 16° 42' 28" E59.52'S 65° 4 0' 3 2 " W 145.1 3'N 1° 39' 18" W113.41'N 88° 20' 42" E 118.46'23.2'61.8' 32.5' LOT 71 10,999 S.F. LOT 70 LOT 72BARKENTINE CIRCLE(40' WIDE - PRIVATE)CBDH FOUND CBDH FOUND IP FOUND 15' RIGHT OF WAY BARKENTINE CIRCLE (40' WIDE - PRIVATE) MAP 19 PARCEL 27 FZ FZ FZ FZ FZ FZ FZ FZ FEMA Z O N E A E ( E L. 1 1 ) FEMA Z O N E A E ( E L. 1 2 )6869.9 ' 56.9' PROPOSED SUNROOM PROPOSED RECONFIGURED STAIRS PROPOSED COVERED ENTRANCE EXISTING DWELLING TO BE LIFTED NEW FIRST FLOOR FINISH FLOOR EL = 12.0 SECOND FLOOR TO BE RENOVATED 28.4' D DDDDDDD DPROPOSED DRYWELL FOR ROOF RUNOFF (TYP OF 2) NEW STAIRS AND WALK BENCHMARK TOP OF CONCRETE BOUND ELEVATION = 5.59' NAVD88 NOT TO SCALELOCUS MAP 20 SCALE: 1" = 20' 0 50 100 N NAD 83LOCUS PREPARED FOR: PREPARED BY: DRAWING TITLE: PROJECT: ASSESSORS INFORMATION: SUMMERFIELD PARK 800 FALMOUTH ROAD SUITE 301C MASHPEE, MA 02649 508.477.7272 PHONE 508.477.9072 FAX www.CapeEng.com SHEET NO.: OF DATE: DRAWN BY:CHECKED BY: 1 1 YARMOUTH, MASSACHUSETTS CHICOPEE, MA 01013 57 AUSTIN STREET GINA L. MAZZA REV LIV TRUST GINA L. MAZZA TRS MD MC DECEMBER 6, 2021 PROPOSED DWELLING MODIFICATION PLAN MAP 19 PARCEL 49 DESCRIPTIONDATE CHKBY - NOTICE THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE & ISLANDS ENGINEERING, INC. UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED 28 BARKENTINE CIRCLE GENERAL NOTES LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON THE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, DATUM: NAD 83, UNITS: U.S. SURVEY FEET. THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWER THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT PERFORMED. ZONING DISTRICT: R-25 PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (ELEV 11 & 12) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001C0589J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014. THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA. THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. WIND EXPOSURE CATEGORY: ZONE C LOT COVERAGE: LOT AREA = 10,999 S.F EXISTING BUILDING COVERAGE:= 1,772 S.F. (16.1%) PROPOSED BUILDING COVERAGE = 1,800 S.F. (16.3%) DEED REFERENCE: BOOK 31191 PAGE 17 PLAN REFERENCE:BOOK 203 PARCEL 17 OWNER: GINA L. MAZZA TRS GINA L. MAZZA REV LIV TRUST 57 AUSTIN STREET CHICOPEE, MA 01013 OHW HYDRANT WATER SHUTOFF CATCH BASIN SQUARE UTILITY POLE GUY POLE GUY WIRE LIGHT POLE SIGN CONIFEROUS TREE DECIDUOUS TREE TREE LINE OVERHEAD WIRES STONE WALL POST & RAIL FENCE STOCKADE FENCE x x x PICKET ROW xx xx CHAIN LINK FENCE LEGEND IRON PIPE FOUND CONCRETE BOUND IP CB TREE STUMP STONE BOUNDSB RC ROD CAP SHRUB CONIFEROUS SHRUB AREA OF STRUCTURE INCLUDED IN EXISTING LOT COVERAGE CONSERVATION STATISTICS 1. WORK WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE: - RAISE FIRST FLOOR OF DWELLING BY 2 FEET - SAME FOOTPRINT (1,800 SF) - RENOVATE SECOND FLOOR - ADD ROOF DRAIN DRYWELLS RNDS PRO FLOW-WELL PLAN VIEW 2'6'2'4" PVC INLET 3/4"-1-1/2" DOUBLE WASHED STONE ROOF LEADER OVERFLOW PIPE FINISH GRADE, VARIES SPLASH PLATE 8" MIN. LOAM COVER PIPE, S= 1.0% 4" HDPE DRAIN 2'2' INLET SECTION VIEW DRY WELL DETAIL -NOT TO SCALE- 6" MINIMUM BEDDING STONE NOTE: A SYSTEM OF GUTTERS, DOWN SPOUTS AND DRY WELLS SHALL BE INSTALLED TO RECHARGE ALL ROOF RUNOFF IN AREAS WHERE DRIP APRON IS NOT PROPOSED.