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HomeMy WebLinkAbout83-2025 - Site Plan - Approved002TYPICAL SECTION-UNREINFORCED RETAINING WALL NOT TO SCALE 40 Mil POLY LINER CAP UNIT ADHERES TO TOP UNIT COMMON BACKFILL E LIVE CONCRETEETE ADHESIVE OR APPROVED EQUAL -- MOSAIC PANEL HEIGHT VERSA—LOK OR APPROVED EQUAL CONCRETE UNITS (COBBLE, ACCENT AND STANDARD UNITS) EL 4.7-5.9 GRANULAR LEVELING PAD MIN. 6" THICK EL 8.5 //\ /\\,` 10" SELECT FILL MEETING _ THE REQUIREMENTS OF 310 CMR 15.255(3) \\�TVERSA—LIVE OR APPROVED EQUAL —; STANDARD UNIT (BASE COURSE) STORMTECH SC -310 CHAMBER SYSTEM INSPECTION PORT DETAIL NOT TO SCALE CLEANOUT WITH SCREW-IN CAP CLASS"C""C" CONCRETE FLOOR BOX FRAME AND LID W/ S.S. /-PAVEMENT CAP SCREW LID CLOSURE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE SC -310 Y 18" 96 MIN. MAX. Ll STORMTECH SC -310 CHAMBER SYSTEM TYPICAL CROSS-SECTION NOT TO SCALE o LOCUS INFORMATION 1 TO 2 -INCH WASHED, CURRENT OWNER: KIM E do DEAN J. HICKEY MINIMUM LOT SIZE: 25,000 S.F. TITLE REFERENCE: DEED BOOK 28060, PAGE 15 EX. TOTAL LOT AREA: 11,500± S.F. MINIMUM OF 957 OF THE STANDARD PROCTOR DENSITY AASHTO M288 CLASS 2 \ \ AREAS PROP. BUILDING COVERAGE: 2,364± S.F. (20.67) PLAN REFERENCE: PLAN BOOK 181, PAGE 125 AND SEED (BARNSTABLE COUNTY) Si T E PLAN APRIL 11, 2015 �,,.... • '��..:;.--�->'.�• NITROGEN SENSITIVE 'III -III ASSESSORS MAP: 25 - . 6_ ZONE: NOT A ZONE II PARCEL• 52 -I I i FEMA FLOOD I _I -I1I-I ZONE DISTRICT: ZONE AE (EL 11) ZONING DISTRICT: R-25 AS SHOWN ON FLOOD INSURANCE RATE SETBACKS . FRONT 30' PREPARED FOR: MAP COMMUNITY—PANEL NO. 7 FIELDSTONE DRIVE SIDE 15' 15' 25001CO588 J, REVISED JULY 16, 2014 W. Yarmouth, Massachusetts REAR 508 778 8919 © 2015 BSC Group, Inc. SCALE: 1" = 10' TYPICAL SECTION-UNREINFORCED RETAINING WALL NOT TO SCALE 40 Mil POLY LINER CAP UNIT ADHERES TO TOP UNIT COMMON BACKFILL E LIVE CONCRETEETE ADHESIVE OR APPROVED EQUAL -- MOSAIC PANEL HEIGHT VERSA—LOK OR APPROVED EQUAL CONCRETE UNITS (COBBLE, ACCENT AND STANDARD UNITS) EL 4.7-5.9 GRANULAR LEVELING PAD MIN. 6" THICK EL 8.5 //\ /\\,` 10" SELECT FILL MEETING _ THE REQUIREMENTS OF 310 CMR 15.255(3) \\�TVERSA—LIVE OR APPROVED EQUAL —; STANDARD UNIT (BASE COURSE) STORMTECH SC -310 CHAMBER SYSTEM INSPECTION PORT DETAIL NOT TO SCALE CLEANOUT WITH SCREW-IN CAP CLASS"C""C" CONCRETE FLOOR BOX FRAME AND LID W/ S.S. /-PAVEMENT CAP SCREW LID CLOSURE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE SC -310 Y 18" 96 MIN. MAX. Ll STORMTECH SC -310 CHAMBER SYSTEM TYPICAL CROSS-SECTION NOT TO SCALE 34" 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. o LOCUS WELL GRADED GRANULAR BACKFlLL WHICH CONTAIN AN 1 TO 2 -INCH WASHED, \ `\ \ LOCUS MAP EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE CRUSHED, ANGULAR STONE EM ALL—PEAT-UNDER THE LOT �/ \ PROPOSED HOUSE, GARAGE, SYSTEMABSORPTION / THAN 127 PASSING THE #200 SIEVE COMPACTED TO A SYSTEM _CONSISTING OF 6 STORMTECH SC -310 , _. \ S TIC SYSTEM AND DRAINAGE 36 LEACHING CHAMBERS IN FIELD MINIMUM OF 957 OF THE STANDARD PROCTOR DENSITY AASHTO M288 CLASS 2 \ \ AREAS CONFlGVJRATION'� 4" MIN. LOAM NON -WOVEN GEOTEXTILE IN SOUTH YARMOUTH AND SEED (BARNSTABLE COUNTY) Si T E PLAN APRIL 11, 2015 �,,.... • '��..:;.--�->'.�• 18" MIN. 'III -III - . 6_ I - -I I i I _I -I1I-I I -1I I- SC 310 I-III END CAP PREPARED FOR: DEAN HICKEY 7 FIELDSTONE DRIVE SHREWSBURY, MA 01545 BSC GROUP 34" 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. STORMTECH SC -310 CHAMBER CORRUGATION DETAIL NOT TO SCALE OVERLAP NEXT CHAMBER HERE CREST 14 PL VALLEY 13 PL 12 PL � 5.8" nLL�nn� In mn en n en n Rn 6.5 START END J BUILD ROW IN THIS DIRECTION LAGOON 28 o LOCUS t 6 ITI \ `\ \ LOCUS MAP NOT TO SCALE PROPOSED -DRAINAGE EM ALL—PEAT-UNDER THE LOT �/ \ PROPOSED HOUSE, GARAGE, SYSTEMABSORPTION / LOT SYSTEM _CONSISTING OF 6 STORMTECH SC -310 , _. \ S TIC SYSTEM AND DRAINAGE 36 LEACHING CHAMBERS IN FIELD AO I! irenumic nueuQcoc \ \ AREAS CONFlGVJRATION'� �f• STORMTECH SC -310 CHAMBER CORRUGATION DETAIL NOT TO SCALE OVERLAP NEXT CHAMBER HERE CREST 14 PL VALLEY 13 PL 12 PL � 5.8" nLL�nn� In mn en n en n Rn 6.5 START END J BUILD ROW IN THIS DIRECTION LAGOON 28 D LOCUS ITI NANTUCKET SOUND LOCUS MAP NOT TO SCALE SN'OF MgS.cyG BRIAN G. c YERGATIAN CIVIL A 9 N0.46206 90,x. fir' IS TIE FSSlONALENG BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT 152 PAWKANNAWKUT DRIVE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) Si T E PLAN APRIL 11, 2015 DATE DESC. I 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 rm7 FILE: P:/prj/4958500/C'ml/—Dmwings/4988500—SEP-1.dwg DWG. N0: 6288-02 SHEET 1 OF 1 JOB. NO: 4-9885.00 ?3 aoz_s