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HomeMy WebLinkAbout83-2025 - Site Plan - Approved-I'® LOCUS INFORMATION CURRENT OWNER: KIM E k DEAN J. HICKEY MINIMUM LOT SIZE: 25,000 S.F. TITLE REFERENCE DEED BOOK 28060, PAGE 15 IX. TOTAL LOT AREA: 11,500± S.F. PROP. BUILDING COVERAGE 2,364± S.F. (20.6%) PLAN REFERENCE: PLAN BOOK 181, PAGE 125 NITROGEN SENSITIVE ASSESSORS MAP: 25 ZONE: NOT A ZONE II PARCEL: 52 FEMA FLOOD ZONE DISTRICT' ZONE AE (EL 11) ZONING DISTRICT' R-25 AS SHOWN ON FLOOD INSURANCE RATE SETBACKS: FRONT 30' MAP COMMUNITY -PANEL NO. SIDE 15' 25001CO588 J. REVISED JULY 16, 2014 REAR N/A TYPICAL SECTION -UN REINFORCED RETAINING WALL NOT TO SCALE 40 Mil POLY LINER CAP UNIT ADHERES TO TOP UNIT COMMON BACKFILL W/VERSA-LOK CONCRETE ADHESIVE OR APPROVED EQUAL EL 8.5 \ MOSAIC PANEL HEIGHT 10" / / VERSA-LOK OR ,>: SELECT FILL MEETING APPROVED EQUAL ;='' THE REQUIREMENTS OF CONCRETE UNITS "" '. ; ' , " 310 CMR 15.255(3) (COBBLE, ACCENT AND , .:`• • . ' :: "'. . STANDARD UNITS) EL 4.7-5.9 VERSA-LOK OR APPROVED EQUAL STANDARD UNIT (BASE COURSE) GRANULAR LEVELING PAD MIN. 6" THICK INSPECTION PORT DETAIL NOT TO SCALE CLEANOUT WITH SCREW-IN CAP FLOOR BOX FRAME AND UD W/ S.S. CAP SCREW UD CLOSURE-\ AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTIL.E SC -310 CHAMBER TYPICAL CROSS-SECTION NOT TO SCALE 1 TO 2 -INCH WASHED. CRUSHED, ANGULAR STONE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE-� FAE i 34' 'C" CONCRETE DAV..E...--M---ENS---T��}}}� N , ' 18' 98' MIN. MAX. !l WELL GRADED GRANULAR BACKFlLL WHICH CONTAIN AN EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASSING THE f200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY 4' MIN. LOAM AND SEED DISTURBANCE AREA (NOTE ENTIRE SITE IS WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE) 0-100' BUFFER ZONE: 0 S.F. TOTAL SITE DISTURBANCE: 11,350± S.F. LID 0) 1�- 6 PROOSED SOIL. TION PROPOSED DRANAGE \ \ \ \[t\E �PROPOS D HOUSEALL PEAT DER 'ME GARAGE, L O T 37 SYSTEMPCONSISTING OF 077P ARC / I L LOT SYSTEM CONSISTING OF 6 SEPTIC SYSTEM AND DRAINAGE IN FIELD LEACHING CHAMBERS IN ( 40 I STORMTECH S-310 \ ` \ AREAS CONFIG RATION LEACHING CHAIBERS \ l / // I I 6" INV -3.65 \ � BTM OF CHMBEI=3.17 � BTM OF STONI=267 / 5' OVERDIG AND 1;500 OLLOW REMOVAL OF SEPTrC TANK UNSUITABLES I I SILT FENCE— DRAINAGE I ° BASIN " X106.62' r 1� I S86'31'10,W {.� I 10' 64 I I 3 I 6 Q) I r� I3/4" WATERS VICE 10 ' 5.9 8 •�� I� X I° O N.OTUB(:•(TYts ' r DB IW W o PORTKO(Ii O 3 CTIOI NINSPPE EL , DEC( 0.Ott I 3 5X. 6 %4"BEDRVOM6bWLANE y 4t' >t's� SIDE PORT ..::. . ...,; .a. S . .mac , ..,1 I I COUPLER ......... 44 lei _ st•riil I � ... •. �, iv`�� ��cf'+Y �i �� •Mn+•rt � I°: F.`.e I TP-, JwREMOVELOM AND 5 ED STORMTECH SC. 310 CHAMBER CORRUGATION DETAIL NOT TO SCALE LAGOON 2 PL 5.8' - BUILD ROW IN THIS DIRECTION CR 5.3 s?+r'a y I X Z PREP' 31.2'*.ux ,=q,a�- Pa'''z ' z- UTIL PROPOSED I 3 I TRENCH DRAIN ° RIM=6.15 i a dyY�w SIDE PORT 3 I INV. -3.80 BIT. I ar rr,EOfi��SEI COUPLER DRIVEWAY ! }� v AG1r„2� (TYP.) Afi,` T SLAB 1L1=W p I I Oq j ,a 3 1 X I ` : TP -2 ( 6.7 X .. • 4.6 — 1 I O \ ♦�, / � a \ RESERVE OBSERVATION �•�• AREA j k 3.2 PORT 0. LOT DRAINAGE BASIN 41 S85'39'10"E 75.00' I -00- 0to -- / MODULAR BLOCK RET. WALL SILT FENCE LOT 36 �\ - -- _ - - ,�O.w X6.5 3 O.W. TO MATCH IX. GRADE If, lF a BENCHMARK / OHW _ ° I ( Zc^ MAG NAIL ` EL 5.18 ONW NAD -1988 I w --L - w �W GA TE ISA Y w� /—� (40'wlde) w-----_ I OHvd l — 0' 3 O OrNI 0 ,/ / I o 00 / I LOCUS fr1 NANTUCKET SOUND LOCUS MAP NOT TO SCALE ���SH:OFAigs yG o ' BRIAN G. z � YE;RGATIAN CIVIL No.46206Q `0 � 90 9FQ/STEP' FFSS10 AL ENG\ S l� 1� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT 152 PAWKANNAWKUT DRIVE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 11, 2015 REV qIQNl;- NO. DATE DESC. PREPARED FOR: DEAN HICKEY 7 FIELDSTONE DRIVE SHREWSBURY, MA 01545 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2015 BSC Group, Inc. SCALE: 1* = 10' 0 5 10 20 Far FILE: P./pry'/4988500/0m1/-Drawinp/49889)0-SEP-1.dwg DWG. N0: 6288-02 SHEET 1 OF 1 JOB. NO: 4-9885.00 �A V3-,Zv9s