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Home My WebLink About83-1993 - Proposed Site Plan002PR, 5' BUFFER ZONE OF CRUSHED STONE w/ A \ VARIETY OF NATIVE VEGETATION PER CAPE \ COD COOPERATIVE EXTENSION PLANTING \ LIST FOR COASTAL ENVIRONMENTS - PR. SMARTM9 TYP OF ) RP 2 L1 F�E 1 N/F COSTA DAYLIGHT 6" DRAIN PIPE / ! cp x2' AT BOTTOM OF WALL 9 40"WS/ g6 PR. 3.5' MAX. S� °� RET.WALL� 11 a 'ROP. 3'W x TD 3/4" I ;RUSHED STONE W/ PERF. DRAIN PIPE (SEE DETAIL) PROP. 4x10' DECK (AREA=40sf) —` MAP 29 2Lo cp \ PARCEL 76 zoo, /F �o /F ALMQUIST, JR. EX. SMART VENT (TYP OF 7) MAP 29 PARCEL 77 N/F BECOTTE & GIFFORD L0 REN`�N110 301' "; \ 1251) gEG mP Of c 10 RE�,Ah VEa in BES"a00F Q c Z `\� ��. d EX h4�t gCl n Cftyah42 6 p' EX\S 131; � K9 'COF; 126+ MAP 29 PARCEL 72 N/F DEVONIS oc\ TL \ F 15 .x4' r�\ IA MAP 29 PARCEL73 9,504± S F 6x5 CODE P DR�R� 1p 0 . ` h1 5p0 �1% v Tk �L-PR. HYDRANGEA Z 7 (TYP OF 3) m� 5x7' PR. 5'EDAR\ ITYP OF 2) BUILDING COVERAGE ZONING DISTRICT = R-25 , MAXIMUM ALLOWED = 25% TOTAL PROPOSED = 24% / CB/DH .-6.66' B_2 3x3' m I m = ?:to m r la) n .w m B3 io 1 3x5' I J B-4 + 3x4 PR. 15W x 1.5'D - 3/4" CRUSHED STONE DRIP 0 10 20 40 80 FEET TRENCH (TYP.) 3E OF COASTAL BEACH AND MEAN HIGH WATER DELINEATIONS SHOWN ON THIS PLAN WERE FROM ORIGINAL APPROVED PLAN ENTITLED, "PROPOSED SEPTIC DESIGN", PREPARED BY 7SER ENGINEERING, DATED APRIL 14, 2014 (REVISED APRIL 27, 2014). THIS PROPOSED SITE 5 A REVISION TO THIS APPROVED PLAN. .L CREEK IS NOT CONSIDERED A "RIVER" PER MASSACHUSETTS MOUTH OF COASTAL RIVER ATED MARCH 1, 2005. NO RIVERFRONT AREA EXISTS ON THE SUBJECT PROPERTY. ?TIC SYSTEM SHOWN ON THIS PLAN WAS INSTALLED IN OCTOBER 2014; LOCATION TAKEN ABOVE-MENTIONED APPROVED "PROPOSED SEPTIC DESIGN" PLAN. TTOM ELEVATION OF EXISTING FURNACE LOCATED IN CRAWL SPACE IS 11.9± N.G.V.D. 29. Z 248 CMR 10.05(8)(C), CONTRACTOR SHALL PROVIDE ADEQUATE PROVISION TO PROTECT NG BUILDING SEWER PIPE FROM FREEZING. IP TRENCHES ARE TO BE CONSTRUCTED UNDERNEATH ALL HOUSE EAVES WHERE POSSIBLE. 3" L x 21.5"W BLOCKS 314" CRUSHED STONE PLACED BEHIND AND BENEATH THE WALL TRIM CAP WITH CONT. ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATIONS) I TOP WALL EL. =VARIES OO HEIGHT VARIES I qb EMBEDMENT 1.5" BURIAL FOR EVERY 1' HEIGHT COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAN RETAINING WALL (TYP) NOT TO SCALE SCALE: 1 INCH = 20 FT. CONSTRUCTION NOTES & DESIGN CRITERIA: 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION). 2. THE FLOOD PRONE ENCLOSURE SHALL NOT BE USED FOR HUMAN OCCUPANCY. USES ARE LIMITED TO STORAGE AND ACCESS ONLY. 3. FOUNDATION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE (LATEST EDITION). 4. CONSTRUCTION MATERIALS TO BE FLOOD RESISTANT. 5. NO CHANGES MAY BE MADE TO THIS DESIGN WITHOUT WRITTEN APPROVAL FROM ENGINEER. PER MASSACHUSETTS BUILDING CODE SECTION R401.3 DRAINAGE; EXCEPTION. WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE... FINISHED GRADE VARIES 1.5 -FT -BACKFILL- 6" DIA. SCH. 40 PVC PERF. DRAIN 3 -FT PIPE (2% MIN. PITCH TO WALL) 3/4" CRUSHED STONE MIRAFI FILTER FABRIC --j 40 MIL. IMPERVIOUS GEOMEMBRANE LINER TOF = 14.0'± 8" IM 8" CONC. WALLS 1 4" CONC. SLAB ///--EL.=10.2'± 3 -FT GRAVEL BACKFILL 16- CONTINUOUS `-10"x16" CONTINUOUS FOOTING FOUNDATION DRAINAGE DETAIL NOT TO SCALE L BOTTOM OF VENTS TO BE NO GREATER THAN 12" ABOVE FINISHED GRADE (TYP.) TOF = 14.0'± SMART VENT (TYP.) (SEE DETAIL) 8" CONC. WALLS FINISHED GRADE 4" CONC. SLAB VARIES `12" EL.=10.2'± FLOOD PLAIN COMPLIANCE ENCLOSURE AREA = 1,245±S.F. GRAVEL BACKFILL MIN OPENING AREA REQUIRED = 1,245± SQ. IN. t f VENT OPENINGS PROVIDED = 1.400± SQ. IN. (TOTAL OF 7 VENTS PROVIDED) 1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK (1 SMART VENT = 200 SQ. IN. OF OPENING) BACKFILL 16" TYPICAL WALL DETAIL NOT TO SCALE Smart VENT® 888-628 4115 W W W.SMARTVENT.COM EXTERIOR VIEW DOOR SHOVN OPEN IN FRAME APS GO BEHIND VALL CAN BE BROKEN OFF SLOTS M AVOID TRUCTIONS FOOTING 1I EXTER117R RE!®VE➢ > > >' i ur SMART VENT DETAIL (NOT TO SCALE) OWNER OF RECORD: MICHAEL & CAROLYN CORNALE TRUSTEES OF THE 19 GRIST MILL LANE REALTY TRUST 222 KIRKWOOD DRIVE DUNDAS, ONTARIO, L9H6Z2, CANADA OLD FEMA FLOOD ZONE: ZONE A9(EL.10), B, & C NEW FEMA FLOOD ZONE: ZONE B & AE (ELA 1) AS SHOWN ON COMMUNITY PANEL: #25001C0569J (DATED 7-16-14) ASSESSOR'S MAP & PARCEL: MAP 29, PARCEL 73 DEED REFERENCE: DEED BOOK 28451, PAGE 112 PLAN REFERENCE: PLAN BOOK 153, PAGE 47 SIDE SECTION 14 INTEREF -UPPER STRAPS BEHIND WALL 11 ALTERNATE SIDE STRAPS BEHIN➢ VALL I 2-115-1/4- OPEN 3'x IS -1/4' OPEN /---B STRAPS / BDDNO WALL PROPOSED SITE PLAN A 19 GRISTMILL LANE WEST YARMOUTH, MA 02673 PREPARED FOR: DUBLIN CONSTRUCTION, INC. PREPARED BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SCALE: 1" = 20' DATE: FEBRUARY , 2015 REVA: 4-30-15 (VENTS; WALL, DRMNAGI , ETC.) REV.2: 5-2-15 (REPLACED DRYWELLS W/ DRIP TRENCHES) REV.3: 6-6-15 (ADDED 4' x 10' DECK) ° S13 AM ° AT nm Smart VENT® 888-628 4115 W W W.SMARTVENT.COM EXTERIOR VIEW DOOR SHOVN OPEN IN FRAME APS GO BEHIND VALL CAN BE BROKEN OFF SLOTS M AVOID TRUCTIONS FOOTING 1I EXTER117R RE!®VE➢ > > >' i ur SMART VENT DETAIL (NOT TO SCALE) OWNER OF RECORD: MICHAEL & CAROLYN CORNALE TRUSTEES OF THE 19 GRIST MILL LANE REALTY TRUST 222 KIRKWOOD DRIVE DUNDAS, ONTARIO, L9H6Z2, CANADA OLD FEMA FLOOD ZONE: ZONE A9(EL.10), B, & C NEW FEMA FLOOD ZONE: ZONE B & AE (ELA 1) AS SHOWN ON COMMUNITY PANEL: #25001C0569J (DATED 7-16-14) ASSESSOR'S MAP & PARCEL: MAP 29, PARCEL 73 DEED REFERENCE: DEED BOOK 28451, PAGE 112 PLAN REFERENCE: PLAN BOOK 153, PAGE 47 SIDE SECTION 14 INTEREF -UPPER STRAPS BEHIND WALL 11 ALTERNATE SIDE STRAPS BEHIN➢ VALL I 2-115-1/4- OPEN 3'x IS -1/4' OPEN /---B STRAPS / BDDNO WALL PROPOSED SITE PLAN A 19 GRISTMILL LANE WEST YARMOUTH, MA 02673 PREPARED FOR: DUBLIN CONSTRUCTION, INC. PREPARED BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SCALE: 1" = 20' DATE: FEBRUARY , 2015 REVA: 4-30-15 (VENTS; WALL, DRMNAGI , ETC.) REV.2: 5-2-15 (REPLACED DRYWELLS W/ DRIP TRENCHES) REV.3: 6-6-15 (ADDED 4' x 10' DECK)