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HomeMy WebLinkAbout83-2049 - Plan of LandTYPICAL 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 8.0 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) DISTURBANCE AREA (NOTE: ENTIRE SITE IS WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE) 0-100' BUFFER ZONE: 0 S.F. TOTAL SITE DISTURBANCE: 7,950± S.F. GRANULAR LEVELING PAD MIN. 6" THICK STORMTECH SC -310 CHAMBER CORRUGATION DETAIL NOT TO SCALE OVERLAP NEXT CHAMBER HERE SETBACK CREST 14 PIL CINE PROPOSED FLOOD VENTS VALLEY 13 PL 6.5" 12 PL (TYP) N /F 5.8" WARREN ANDERSON PROPOSED ASSESSORS MAP 25 SLOT DRAIN 5.6 PARCEL 3 N %F 585.39.10"E 90.00 JUNE A. ST ANDRE ------ ASSESSORS MAP 25 PROPOSED D 1 '� STOCKADE FENCE SB/DH X PROPOSED 1500 (, ¢•2 I PARCEL 7 GALLON H-10 SEPTI :2END TANK II BUILD ROW IN / - `�— THIS DIRECTION FL OPOSED jI I START END 04 5.8 S84'4T50 2 86' SB/DH 2n STORY _ " - p L_ - -I �� _ PROPOSED DjiAINAGE I FND OF DECK _ - - , w r; �- - - = JJ p AR ORAMf 13 SC -310 f — — — I W l _ I - " / p PROPOSED RETAINING � CH MB S I I - B LDING SETBACK LINE / WALLS ' I q' I �. :;......,.;� AY �ROyPEP�SED � 11.0''• .. ... ; , .�. / x i STORMTECH SC -310 CHAMBER SYSTEM �; I.. r N �R AGE" � . / INSPECTION PORT DETAIL - p GAGE , � � S NOT TO SCALE FFH 5D2 20.fl' I W I If I 0! a 1 CLEANOUT WITH '1 STO Y "" - _ - �-� �:,.N F 4 9 TO SCREW-IN CAP CLASS "C" CONCRETE 7 II t 4.0 USE � FLOOR BOX FRAME AND LID W/ S.S. I PAVEMENT _ =5 X �° : ; . TO29 CAP SCREW DD CLOSURE I I v 1 a PROPOSED`: a m c I I ..-.-<.�,.,•s y a' PROPOSED � I -1 ? �4 �_BEDRC70_1 DW�CLING , _ ,. f ^; •;r',a W" i� >>r:..•,� :S . - - _ _ 2nd STORY t:��'�"n: h;� '' ..`',•>;>�aM1,•'; � I I -- _ r (.11x5 = I I ' «•L t Ix .;v. t`. ca '` DECK Win. s9 y _ 9.2 I •::ti;.•�n::;�;r`�!.c...yc`:;�=w. :.; C`w''•:.i Ds,i.: Z , r r".' k SSI:• i r ti €. i -`j" 4 =' - t PROP S 96 F I MAX. 14 X ES ', 16 ` 3.1 1 F,(`�a F E X0 I i R E RE%I '. � �•i"� r sn=t;•.. +, ^�;: a ;: 1 MIN. LU I I %' +^ri,r,..ii a::r^%'.f"" •� `} iwv .":?ter .i{'. , i y ( i k iii '� �, I �:M ., . ..�. (Sirt.a _,,y ,. •,4. rs - I I PROPOSED ` LIMBS OF 5.8 :... �• : • . \ ,. ° '� '� ..�- ' "-"��a''>����4._. ez �'"a i O p � � � I�I I I OVERDID I;•'• u "" r iL 2 I O o I I AASHTO M288 \ x .. i I CLASS 2 NON -WOVEN Ll O III I GEOTEXTILE ::: _ _ GA PROPOSED (28) RaDING SETBACK LIN ADS ARC 36 LEACHING I; CHAMBERS (TYP.) ' ° #3 �(� GAS I GA SC -310 CHAMBER `.' :::::::', jj 1� TP#4 e DIRT DRIVEWAY GASB I I .. . TREE LINE 1 SB/DH �� PROPOSED �- I FND OFF o J8.0 DRYWELL 5.1 1 I I ' e PROPOSED zt0 ' POLY LINER 100.08, mil u . 100.08• STORMTECH SC -310 CHAMBER SYSTEM I LDING SErB"irA°ST rr-=- -=-1- _ -_- 113B/DH UTI CROSS-SECTION - _ ______-_ - -;''- - - �'� ' - - - TYPICAL _ �< D �, DRAINAGE F AR SSSTbbbR CSC -310 p NOT TO SCALE F� CRA BER$ SHED 9 I WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN ttf k 00 cp O PRO OS I 1 TO 2 -INCH WASHED, EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE I " t .. SLO, DRAVIJ I CRUSHED, ANGULAR STONE THAN 12% PASSING THE #200 SIEVE COMPACTED TOA I I r_tly MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY AASHTO M288 CLASS 2 4" MIN. LOAM NON -WOVEN GEOTEXTILE AND SEED _I=1I I=1I=1 I=1 ,6" MIN. -III \1 SC_ 10 (I (I I I I END CAP I I 1=I 6" 1I- =1 I I—I I I I I 1-1 I I=1 11-1 i 1—I i I I i I _I 11=j 34" 0 EET (A 0 z LOCUS INFORMATION Mm m Z p T5:,_�_-�RIVER CURRENT OWNER: ROBERT A. SHEPHERD OVERLAY DISTRICT: NONE TITLE REFERENCE: BOOK 28985, PAGE 268 NITROGEN SENSITIVE NOT TO SCALE N OT MAsS9 oy GN BRIAN G. R, YERGATIAN ZONE: NOT IN A ZONE II PLAN REFERENCE: BOOK 181, PAGE 125 (MAY 1963) FEMA FLOOD ACCOMPANY A NOTICE OF INTENT 29 PARKERS NECK ROAD IN ZONE DISTRICT: "AE" (EL.=11), DATED 7/16/14 ASSESSORS MAP: 5 2 5 JANUARY 16, 2016 NO. PANEL #25001CO589J PARCEL: MINIMUM LOT SIZE: 25,000 S.F. ZONING DISTRICT: R-25 SETBACKS: FRONT 30' EXISTING LOT SIZE: 8,304±S.F. SIDE 15' PREPARED FOR: PAUL BUTLER 25 JEROME AVENUE REAR 20' PROPOSED BLD. COVERAGE: 23.5% GRANULAR LEVELING PAD MIN. 6" THICK STORMTECH SC -310 CHAMBER CORRUGATION DETAIL NOT TO SCALE OVERLAP NEXT CHAMBER HERE SETBACK CREST 14 PIL CINE PROPOSED FLOOD VENTS VALLEY 13 PL 6.5" 12 PL (TYP) N /F 5.8" WARREN ANDERSON PROPOSED ASSESSORS MAP 25 SLOT DRAIN 5.6 PARCEL 3 N %F 585.39.10"E 90.00 JUNE A. ST ANDRE ------ ASSESSORS MAP 25 PROPOSED D 1 '� STOCKADE FENCE SB/DH X PROPOSED 1500 (, ¢•2 I PARCEL 7 GALLON H-10 SEPTI :2END TANK II BUILD ROW IN / - `�— THIS DIRECTION FL OPOSED jI I START END 04 5.8 S84'4T50 2 86' SB/DH 2n STORY _ " - p L_ - -I �� _ PROPOSED DjiAINAGE I FND OF DECK _ - - , w r; �- - - = JJ p AR ORAMf 13 SC -310 f — — — I W l _ I - " / p PROPOSED RETAINING � CH MB S I I - B LDING SETBACK LINE / WALLS ' I q' I �. :;......,.;� AY �ROyPEP�SED � 11.0''• .. ... ; , .�. / x i STORMTECH SC -310 CHAMBER SYSTEM �; I.. r N �R AGE" � . / INSPECTION PORT DETAIL - p GAGE , � � S NOT TO SCALE FFH 5D2 20.fl' I W I If I 0! a 1 CLEANOUT WITH '1 STO Y "" - _ - �-� �:,.N F 4 9 TO SCREW-IN CAP CLASS "C" CONCRETE 7 II t 4.0 USE � FLOOR BOX FRAME AND LID W/ S.S. I PAVEMENT _ =5 X �° : ; . TO29 CAP SCREW DD CLOSURE I I v 1 a PROPOSED`: a m c I I ..-.-<.�,.,•s y a' PROPOSED � I -1 ? �4 �_BEDRC70_1 DW�CLING , _ ,. f ^; •;r',a W" i� >>r:..•,� :S . - - _ _ 2nd STORY t:��'�"n: h;� '' ..`',•>;>�aM1,•'; � I I -- _ r (.11x5 = I I ' «•L t Ix .;v. t`. ca '` DECK Win. s9 y _ 9.2 I •::ti;.•�n::;�;r`�!.c...yc`:;�=w. :.; C`w''•:.i Ds,i.: Z , r r".' k SSI:• i r ti €. i -`j" 4 =' - t PROP S 96 F I MAX. 14 X ES ', 16 ` 3.1 1 F,(`�a F E X0 I i R E RE%I '. � �•i"� r sn=t;•.. +, ^�;: a ;: 1 MIN. LU I I %' +^ri,r,..ii a::r^%'.f"" •� `} iwv .":?ter .i{'. , i y ( i k iii '� �, I �:M ., . ..�. (Sirt.a _,,y ,. •,4. rs - I I PROPOSED ` LIMBS OF 5.8 :... �• : • . \ ,. ° '� '� ..�- ' "-"��a''>����4._. ez �'"a i O p � � � I�I I I OVERDID I;•'• u "" r iL 2 I O o I I AASHTO M288 \ x .. i I CLASS 2 NON -WOVEN Ll O III I GEOTEXTILE ::: _ _ GA PROPOSED (28) RaDING SETBACK LIN ADS ARC 36 LEACHING I; CHAMBERS (TYP.) ' ° #3 �(� GAS I GA SC -310 CHAMBER `.' :::::::', jj 1� TP#4 e DIRT DRIVEWAY GASB I I .. . TREE LINE 1 SB/DH �� PROPOSED �- I FND OFF o J8.0 DRYWELL 5.1 1 I I ' e PROPOSED zt0 ' POLY LINER 100.08, mil u . 100.08• STORMTECH SC -310 CHAMBER SYSTEM I LDING SErB"irA°ST rr-=- -=-1- _ -_- 113B/DH UTI CROSS-SECTION - _ ______-_ - -;''- - - �'� ' - - - TYPICAL _ �< D �, DRAINAGE F AR SSSTbbbR CSC -310 p NOT TO SCALE F� CRA BER$ SHED 9 I WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN ttf k 00 cp O PRO OS I 1 TO 2 -INCH WASHED, EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE I " t .. SLO, DRAVIJ I CRUSHED, ANGULAR STONE THAN 12% PASSING THE #200 SIEVE COMPACTED TOA I I r_tly MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY AASHTO M288 CLASS 2 4" MIN. LOAM NON -WOVEN GEOTEXTILE AND SEED _I=1I I=1I=1 I=1 ,6" MIN. -III \1 SC_ 10 (I (I I I I END CAP I I 1=I 6" 1I- =1 I I—I I I I I 1-1 I I=1 11-1 i 1—I i I I i I _I 11=j 34" 0 EET (A 0 z < rri < N c Mm m Z p T5:,_�_-�RIVER mLOCUS ORE DR• � ERSBEACH NANTUCKET SOUND LOCUS MAP NOT TO SCALE N OT MAsS9 oy GN BRIAN G. R, YERGATIAN CIVIL w No. 462060 9FGISTEP �¢ 90 FFSSION AL EN kI kb 1lo BRIAN G. YERGATIAN DAI F PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT 29 PARKERS NECK ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JANUARY 16, 2016 NO. DATE DESC. PREPARED FOR: PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler20020yahoo.com BSC GROUP 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/Civil/-Draw../4991501-SEP-i.dwg DWG. NO: 6314-03 SHEET 1 OF 1 JOB. NO: 4-9915.01