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HomeMy WebLinkAbout83-2050 - Site PlanTYPICAL SECTION—UNREINFORCED 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" DISTURBANCE AREA (NOTE: ENTIRE SITE IS WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE) 0-100' BUFFER ZONE: 0 S.F. TOTAL SITE DISTURBANCE: 9,880* S.F. VERSA—LOK OR z LOCUS INFORMATION M < N � m Z m CURRENT OWNER: ROBERT A. SHEPHERD OVERLAY DISTRICT: NONE TITLE REFERENCE: BOOK 28985, PAGE 268 NITROGEN SENSITIVE NOT TO SCALE .>..,.':.',.:..::,.;.: THE REQUIREMENTS OF CONCRETE UNITS ZONE: NOT IN A ZONE II PLAN REFERENCE: BOOK 181, PAGE 125 (MAY 1963) 310 CMR 15.255(3) (COBBLE, ACCENT AND SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) FEMA FLOOD JANUARY 20, 2016 ASSESSORS MAP: 25 STANDARD UNITS) ZONE DISTRICT: "AE" (EL=11), DATED 7/16/14 PARCEL: 1&2 PANEL #2500100589 J ZONING DISTRICT: R-25 (VACANT LOT) MINIMUM LOT SIZE: 25,000 S.F. SETBACKS: FRONT 30' EXISTING LOT SIZE: 10,096±S.F. SIDE 6' 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2002©yahoo.com VERSA—LOK OR z rriITID M < N � m Z m D ITI ITI LOCUS ORE pR' � SH SELECT FILL MEETING REAR 6PROPOSED LOT COVERAGE: 21.2% APPROVED EQUAL SF%Gk C ARKERS RIVER BEACH COCU S MAP NANTUCKET SOUND NOT TO SCALE .>..,.':.',.:..::,.;.: THE REQUIREMENTS OF CONCRETE UNITS C a•4 1fv BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A ' "' ' ; 310 CMR 15.255(3) (COBBLE, ACCENT AND SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JANUARY 20, 2016 NO. DATE STANDARD UNITS) r. PL; EL 4.7-5.9 PREPARED FOR: PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2002©yahoo.com ` BSC GROUP r 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fm FILE: P:/prj/4991500/CMI/—Draw../4991501—SEP-1.dwg VERSA-LOK OR APPROVED EQUAL STANDARD UNIT (BASE COURSE) I.IIII III GRANULAR LEVELING PAD MIN. 6" THICK STORMTECH SC -310 CHAMBER SB/DH a x DRYWELL CORRUGATION DETAIL FND °�i s.o C ' 21.07' NOT TO SCALE PROPOSED 40 mil BUILD ROW IN THIS DIRECTION STORMTECH SC -310 CHAMBER SYSTEM INSPECTION PORT DETAIL NOT TO SCALE CLEANOUT WITH SCREW—IN CAP CLASS "C" CONCRETE FLOOR BOX FRAME AND LID W/ S.S. PAVEMENT CAP SCREW LID CLOSURE 4 PVC RISER ;. '+•'� ti see' ? 18" MAX. •.:;.'•r�,:. •>it. il,a. ' ;..y;t!ti..,y�»:i: MIN. AASHTO M288 CLASS 2 NON—WOVEN GEOTEXTILE SC -310 CHAMBER STORMTECH SC -310 CHAMBER SYSTEM TYPICAL CROSS-SECTION NOT TO SCALE WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN 1 TO 2—INCH WASHED, EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE CRUSHED, ANGULAR STONE THAN 12% PASSING THE X1200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY AASHTO M288 CLASS 2 4" MIN. LOAM NON—WOVEN GEOTEXTILE AND SEED - ti.i[t, l.. ^tt„ NAY ••4'• ,Y�n h`YI:.,.' ^ =i —III I ' h .;, .�1 . �., I—I � I_ 18" MIN. •III—III • -� -- _ 6" —111 I I I=1 I—III- _I—III. -III—I I—III SC -310 —III END CAP III—� _III_—I _ 6" I—III—I I I I—I I— I— I I—I I IIIIIIIIIIII11 IIIIII���III341IIIIIIIIIIIIIIIIIIIIIII11�1� i.0 4.8 X 6.0 Qo PROPO 40 it / p POLY L ER Cc5.0 / o PROPOSED N87'50`40'W 76.06' DRYWELL "— / / QzI PROPOSED 1500 PROPOSED I l , GALLON H-10 SEPTIC "D" BOX `-'0� 28 / f 4.4 — a _ _ TANK —'�J� ADS ARC 36 LEACHING / J _ — _ CHAMBERS (TYP.) ------------------- X J 4.8 l Yar.-noutt Cont, ry I ;n Lc>mcrl�sl;,❑ PARKER,SN "C ROAD /_17 Ft., (40' WIDE — PRIVATE)/ Dzte: 1231 Z01(� ...•'� Sicna[urc• E — — — — — — — — _- 28 0 MAIN STREET 0 MAT z rriITID M < N � m Z m D ITI ITI LOCUS ORE pR' � SH S. 0 SF%Gk C ARKERS RIVER BEACH COCU S MAP NANTUCKET SOUND NOT TO SCALE C N � BRIAN o YERGATIAN " CIVIL No. 4620 E� 90 9Fr'�STEP a`' FFSSfONALENG` C a•4 1fv BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT 25 PARKERS NECK ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JANUARY 20, 2016 NO. DATE DESC. PREPARED FOR: PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2002©yahoo.com ` BSC GROUP r 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fm FILE: P:/prj/4991500/CMI/—Draw../4991501—SEP-1.dwg DWG. NO: 6314-03 SHEET 1 OF 1 JOB. NO: 4-9915.01