Loading...
HomeMy WebLinkAbout83-2025 - Site Plan - OldLOCUS INFORMATION CURRENT OWNER: JESSIE'S LANE, LLC MINIMUM LOT SIZE: 25,000 S.F. TITLE REFERENCE: DEED BOOK 29209, PAGE 227 EX. TOTAL LOT AREA: 11.500* S.F. OR APPROVED EQUAL -� PROP. BUILDING COVERAGE: 2,316* S.F. (20.1%) PLAN REFERENCE: PLAN BOOK 181, PAGE 125 VERSA-LOK OR BRIAN G. YERGATIAN DATE APPROVED EQUAL PLAN OF LAND NITROGEN SENSITIVE - ASSESSORS MAP: 25 ZONE NOT A ZONE II PARCEL• 52 FEMA FLOOD NO. DATE DESC. 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 NOT TO SCALE CAP UNIT ADHERES LOCUS TO TOP UNIT m W/VERSA-LOK CONCRETE ADHESIVE OR APPROVED EQUAL -� BRIAN G. R, a YERGATIAN MOSAIC PANEL HEIGHT VERSA-LOK OR BRIAN G. YERGATIAN DATE APPROVED EQUAL PLAN OF LAND CONCRETE UNITS - (COBBLE, ACCENT AND IN STANDARD UNITS) MASSACHUSETTS (BARNSTABLE COUNTY) EL 4.7-6.0 GRANULAR LEVELING PAD MIN. 6" THICK 40 Mil POLY LINER --COMMON BACKFILL EL 8.0 TO EL 7.0 1o" >. ` • SELECT FILL MEETING <' ` THE REQUIREMENTS OF 310 CMR 15.255(3) ': %:'•: "��\`�\� VERSA-LOK OR APPROVED EQUAL -; STANDARD UNIT (BASE COURSE) STORMTECH SC -310 CHAMBER SYSTEM INSPECTION PORT DETAIL NOT TO SCALE CLEANOUT WITH SCREW-IN CAP 1 rCLASS 'C' CONCRETE FLOOR BOX FRAME AND LID W/ S.S. -PAVEMENT / CAP SCREW LID CLOSURE-\ / AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE- SC -310 CHAMI 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 1200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY AASHTO M288 CLASS 2 4' MIN. LOAM NON -WOVEN GEOTEXTILE 1 AND SEED 18' MIN. s' 16' ® o SC -310 6' 34' DISTURBANCE AREA (NOTE: ENTIRE SITE IS WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE) 0-100' BUFFER ZONE: 0 S.F. TOTAL SITE DISTURBANCE: 11,110* S.F. STORMTECH SC -310 CHAMBER CORRUGATION DETAIL NOT TO SCALE OVERLAP NEXT CHAMBER HERE CREST 14 PL VALLEY 13 PL 6.5' 12 PL en m, "n ,m rtn an ae rtn "n rt" ae rtn LAGOON START END -j BUILD ROW IN THIS DIRECTION o 6 co PROPOSED DRAINAGE \ \ EMOVE ALL PEAT UNDER THE L O T 37 SY PROPTEM OSED SOIL OF D7 P ARC L O T SYSTEM CONSISTING OF 6 \ S�TIC SYSTEM AND OSED �DRANAGE 36 LEACHING CHAMBERS I FIELD / I LEACHING SC -310 \ \ \ AREAS CONFIGPRAT107 f I 40 LEACHING CHAMBERS // 6" INV. -3.65 O BTM OF CHAMBER -3.17 \ \ \ \ I BTM OF STONE -2.67 / 5' OVERDIG AND REMOVAL OF ` FLOOD VENTS - ' / UNSUITABLES \ D ARAINNAGE. SILT FENCE INSPECTION (TYPIC), PORT S86.31'10"W /106.62 1 3 6 X 5.7 o zl o 0 7 f 7.2 X OBS. 1 I � PORT O B 5.9 _ _ X 7.8 X I 1 3 I PROPOSED-\ TRENCH I f DRAIN I KELP I o RIM=6.15 INV.=3.80 BIT PROPOSED DRIVEWAY GARAGE LANE ( SLAB EL£V 8.2 5.6 $ 676± S.F. f 3 x f 7.2 I DB SIDE POR f COUPLER T C Ll _L_ X ..0 CL I (TYP ) X 11.5 1 ' w Sc ! TP -1 _ _ _ I o W_ W CRAWL SPACE I 5.3 cli 0 LAB _ f X Z 00 a PROP ° (PROPOSED : DECK ° I 3 I WATER 3�2' 9'x36' I o SERVICE 3 I 1 #152 PROPOSED I f SIDE T COUPLER qT P 4 -BEDROOM DWELLING 1 (nP ) 1 0 I Do o, T F SLAB=8.0 o 1,080± S.F. ° 10.3' f L 1 \ I f io 9 TP -2 "\ n _ 4.6 f o \' _- 6-- 4 010 X \S f \ ' •\_� RESERVE ° AREA ro LOT I/ DRAINAGE 3.2 I \ S85(� BASIN '38'10"E 75.00' 1,500 GALLON f SEPTIC TANK LOT 36 G MODULAR BLOCK RET. WALL SILT FENCE - T W.-8.0 - 7.0 o f 19,500t S.F. ?� /� /- "" W TO MATCH EX. GRADE BENCHMARK / pHW _ - EL. 5.18 oH`N w --- ----_ w-,--- NAD -1988 uW� GA TE W A y (40 wills) 3 f 00 W- -- w-- oHW W W-_ f BUS 0H / 1 _ f/ off fpHW / f 28 Nm C LOCUS m NANTUCKET SOUND LOCUS MAP NOT TO SCALE Ila DF M4SS9cyG BRIAN G. R, a YERGATIAN o CIVIL A 9 No, 46206 C m 90F FQ/ST£Q'� FSSrONALL _ �a 51� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT 152 PAWICANNAWKUT DRIVE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 11, 2015 NO. DATE DESC. 1 11/25/15 ROTATE HOUSE PREPARED FOR: JESSIES LANE, LLC Mr. PAUL BUTLER 25 JEROME AVE, BLOOMFIELD, CT pkbutler2002@yahoo.com y #v BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2015 BSC Group, Inc. SCALE: 1" = 10' ENNOMMMMMI 0 5 10 20 FErr FILE: P:/pry'/4988500/Civg/-Drowings/4988500-SP.dwg DWG: N0: 6288-03 SHEET 1 OF 1 JOB. NO: 4-9885.01