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HomeMy WebLinkAboutApp# 5-A1791X6 CORNEF 2" PVC SILL SCREENED PANELS MAHOGNAY DECKIN FHGLS. COLUMNS PROPOSED LEFT/WEST ELEVATION IIALT 4LUWNUM GUTTER 1X4 SECOND MEMBER FRIEZE 1 X10 FRIEZE ARE -DIPPED WC SHINGLES TRUE -DIVIDED LIGHT TRANSOMS CARRIAGE STYLE GARAGE DOORS 1X6 CORNER BOARDS H i D APPROVED _I YARMOUTH COMMITTEE i ._..... , cmn ERT ARCHITECTS, INC. ARCHITECTURE CONSTRUCTION INTERIORS PLANNING 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fax (508) 362-4883 WINKERTARCHITECTS.COM NEW RESIDENCE FOR: MR. & MRS. GERRY MANNING LOT 41 MAYFLOWER TERRACE YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE. DATE ISSUED: REVISIONS: PERMIT SET PROGRESS SET PRICING SET PROGRESS SET REGISTRATION SCALE: 1/4"=1'-0" 0 1 2 4 8 SHEET NO. FRONT & LEFT ELEVATIONS TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS m.: FIR CERTAINTEED "EVERNEW" RAILING SYSTEM PROPOSED REAR/NORTH ELEVATIOIJ 1X6 CORNER BOARDS 1X4 RAKE TRIM - 1X10 RAKE TRIM 1X6 RAKE TRIM ALUMINUM GUTTER — 10" TURNCRAFT FBGLS. COLUMNS BRICK VENEER CHIMNEY 2823 kr •:t i , REliv{ V 12 2 12` - 2" PVC SILL 1X4 _RAKE TRIM 10-1 X10 _ I _ 1 ARCHITECTURAL ASPHALT — 1X10 -RAKE -TRIM - - \ ROOF SHINGLES 3815❑ CUSTOM CUPOLA ALUMINUM GUTTER —1X6 RAKE TRIM - =- CONTIMUOUS RIDGE VENT /K,- -- �I L�I L� li 28310 28310 - 3052 3052 3052 2852 2852 2852 _-- 05 2852 u u 2bS J .-: 2 2 CUSTOM CUSTOM 120611 MAHOGNAY DECKING CONTIMUOUS RIDGE VENT i = J STONE 11TAINING WALLS 1X4 DOOR/WINDOW CASING 12 110 X E R T CERTAINTEED "EVERNEW" RAILING SYSTEM PROPOSED REAR/NORTH ELEVATIOIJ 1X6 CORNER BOARDS 1X4 RAKE TRIM - 1X10 RAKE TRIM 1X6 RAKE TRIM ALUMINUM GUTTER — 10" TURNCRAFT FBGLS. COLUMNS BRICK VENEER CHIMNEY 2823 kr •:t i , REliv{ V 12 2 12` - 2" PVC SILL 1X4 _RAKE TRIM 10-1 X10 _ I _ 1 ARCHITECTURAL ASPHALT — 1X10 -RAKE -TRIM - - \ ROOF SHINGLES 3815❑ CUSTOM CUPOLA ALUMINUM GUTTER —1X6 RAKE TRIM - =- CONTIMUOUS RIDGE VENT /K,- -- �I L�I L� li 28310 28310 - 3052 3052 3052 2852 2852 2852 _-- 05 2852 u u 2bS J .-: 2 2 CUSTOM CUSTOM 120611 MAHOGNAY DECKING CONTIMUOUS RIDGE VENT i = J STONE 11TAINING WALLS 1X4 DOOR/WINDOW CASING 12 110 X PROPOSED RIGHT/EAST ELEVATION 1/2" (ROWN 1X4 SECOND MEMBER'RIEZE - PRE—DIPPED WC SWGLES CERTAINTEED "EVRNEW" RAILING ,YSTEM MAHOGNAY C.CKING 1X4 DOOR/WINDOWCASING PRE—DIPPED WC SHINGLES T� - 12 �12 E R T 0 1* ARCHITECTURE CONSTRUCTION N 939 MAIN STREET, D1 ME YARMOUTHPORT, MA 02675 0112 tel (508) 362-8883 fax (508) 362-4883 WWW.ERTARCHITECTS. COM NEW RESIDENCE FOR: MR. & MRS. GERRY MANNING LOT 41 MAYFLOWER TERRACE PROPOSED RIGHT/EAST ELEVATION 1/2" (ROWN 1X4 SECOND MEMBER'RIEZE - PRE—DIPPED WC SWGLES CERTAINTEED "EVRNEW" RAILING ,YSTEM MAHOGNAY C.CKING 1X4 DOOR/WINDOWCASING PRE—DIPPED WC SHINGLES T� - 12 �12 E R T ARCHITECTS, INC. ARCHITECTURE CONSTRUCTION INTERIORS PLANNING 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fax (508) 362-4883 WWW.ERTARCHITECTS. COM NEW RESIDENCE FOR: MR. & MRS. GERRY MANNING LOT 41 MAYFLOWER TERRACE YARMOUTH, MA 1'Ai�2nG:%/T�H�{CC(�l;i4liT cE THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE. DATE ISSUED: REVISIONS: PERMIT SET PROGRESS SET PRICING SET PROGRESS SET REGISTRATION SCALE: 1/4"=l'—O' 0 1 2 4 8 SHEET NO. RIGHT & REAR ELEVATIONS TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS DEEP OBSER VA TION H NO SCALE nFFP ORSERVATION HOLE 1 ELEV=101 DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER SURF CE HORIZON TEXTURE MUNSELL MOTTLING 0%-5% 0" - 11" 0/A LOAMY SAND 10 YR 2/2 NONE 5% COBBLES 11" - 28" B LOAMY SAND 10 YR 5/8 NONE AND STONES 28" - 132" C MED -COARSE 10 YR 6/3 NONE 5% GRAVEL. SAND PLAN BOOK: 2% COBBLES nFFP OBSERVATION HOLE 2 ELEV=141 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSEL SOIL MOTTLING OTHER 0" - 13" 0/A LOAMY SAND 10 YR 2/2 NONE 0%-5% 13" - 48" B LOAMY SAND 10 YR 5/6 NONE 5% COBBLES r '' :;•.. //� /� ASSESSORS MAP 120 PARCEL 1.3 AND STONES 48" - 138" C MEDIUM SAND 10 YR 6/3 NONE DESIGN CALCULA TIONS DATE OF TESTS: SEPTEMBER 9, 2003 PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE C HORIZON IN DOH # 1 AND DOH #2 WITNESSED_BY : USA LYONS, CSE DAVE FLAHERTY, YARMOUTH BOARD OF HEALTH GROUNDWATER ENCOUNTERED ® ELEV=0.6 GROUNDWATER ENCOUNTERED AT A DEPTH OF 113' PERO 0 50' NO GROUNDWATER ENCOUNTERED DESIGN FLOW: 5 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 550 GPD 550 GPD X 200% = 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED A 50.5' L x 10' W. x 2' D. LEACHING CHAMBER CAN LEACH: Vt=50.5(2)2x.74+50.5(10)x.74+10(2)2x.74=552 GPD INSTALL: ONE ( 1) - 50.5 'L x 10 V. x 2 'D. LEACHING CHAMBER Vt = 552 GPD > 550 GPD REQ'). ONE ( 1) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED ONE ( 1) - DISTRIBUTION BOX ( 9 OUTLET) NOTES 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 4) ALL GRAVITY SEWER PIPE SHALL BE 4- DIA SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRURON. 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE p4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE .114 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: OF FOUNDATION THE MINIMUM SLOPE FOR 4' DIA SCH 40 PVC PIPE IS 1/8' PER FT SIEVE PERCENT SIZE PASSING 50 10%-100% 100 0%-20% 200 0%-5% 9 -MIN. 3' MAX. , DROP:2' MIN - 3' MAX. FLOW UNE Io-wjjD D"] 2E awl 15W GAT. SEPPC TANK W/SANITARY TEES TED BASED GAS BAFFLE USE•J LAYER OF 'TUF-TIIV OR STONE APPROVED EQUIVALENT LIQUID DEPTH OUTLET TEE DEPTH BELOW FLOW UNE 4 FT 14 INCHES 5 FT 19 INCHES 6 FT 24 INCHES 7 FT 29 INCHES ESTIMATED HIGH GROUNDWATER CALCULATION (USGS/CCC METHOD) INDEX WELL- #MIW-29 ZONE A DATE OF READING: 9-24-03 DEPTH TO GROUNDWATER: 9.42 FEET GROUNDWATER LEVEL ADJUSTMENT: 1.9 FEET ACTUAL GROUNDWATER LEVEL 0 SITE EL= 0.6 FEET ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 2.5 FEET k k k k k SOIL REMOVAL NOTE REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING CHAMBERS DOWN TO C HORIZON IN DOH #1 & DOH #2 AND REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE T8 TO ELEVATION=13.0f RAISE COVERS TO WTM 6' OF FINISH GRADE MAYFLOWER APP, 'srD YMwrH cora^nrrrE� 4ASTAL .. `NGINEERING OMPANY, INC. 0 i 260 Cranberry Hwy, Orleans, MA 02653 508.255.6511 Fax 508.255.6700 LOCUS KELLEYS BAY t�lo SUBGRADE DRIVEWAY- FOR LOT 1A, PREPARED Rry R KNOB HILL RD. \ COMPACT SOIL AROUND OUTER FOR ROD SROCZENSKI, DATED /PERIMETER OF BALES SEPTEMBER 30, 2004. ROUTE 6 BPS \\\ �/ YARMOUTH, MA K Da76g6' %_ o zKEY MAP HA YBALES WITH SILT FENCING DETAIL NO SCALE BENCHMAK- aGAP �" , ; , — , —-- — — — \ NOT TO SCALE DA MM) CONSTRUCTION NOTES liIX1.14.11 FEET � o _ - , , - LEGEND 0"0"naN) EROSION CONTR_QL ■ ' - LOT a THE SILTAitaV BARRIER, AS SHOWN ON THE PLANS, SHALL BE BOUND 100 -YEAR FLOOD MAP 12D, PARCEL 1.2 INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL w-3 WETLAND FLAG RJ■RAIN (ELEvnnoN=6) I l f / Rcxa '1 ! _ q' �ti5 oRrwE(m) COMPLETION OF PROJECT. MATERIAL STOCKPILES SHALL BE EDGE OF WETLAND PROTECTED FROM EROSION BY COVERING OR BY THE PLACEMENT OF A SILT FENCE ON THE DOWNHILL SIDE OF THE STOCKPILE, AREAS # LAMP POST k 1 / l ► / \ r \ _ -, i onsnNc DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO —10— EXISTING CONTOUR �1� / o �""G COMPLETION OF THE PROJECT. ROOF DRAINAGE SHALL BE /' �� ,6���' COLLECTED BY GUTTERS AND DOWNSPOUTS AND RECHARGED —10— PROPOSED CONTOUR 1500 GA11 t`r/ 10 II 1 l �ID 1 \ 10, nc TANK uM r OF s sae ' THROUGH THE PROPOSED ROOF DRAINAGE DRY WELLS. +17,0 PROPOSED SPOT GRADE I 1 ✓f I \ / �; / e " REMOVAL —W— WATER SERVICE DECK PROPa5E0 \ / ` \ X14- - LIMIT OF WORK: —ETC— , I \ / FF / ��o�T 3oTJl \ THE SITEWORK CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE ELECTRIC CABLE AND 1 FF EtEV=79.0 .. �.&� " / TELEPHONE SERVICES } 1 aS � / '. EXI511NG SEPTC SYSTEM\ 1 J BOUNDARIES OF THE PROPERTY AND THE LIMIT OF WORK. THE k I 1 ,) 1 0 0 - — — — ="— s - CONTRACTOR S4ALL EXERCISE CARE IN ORDER TO PROTECT —G — GAS SERVICE / �"RESER � - - - - \ . ADJACENT PROPERTIES AND WETLAND RESOURCE AREAS. THE AREA l25051x 10V x 2D 1 } I ! I �" \ LEACHING CHAMBER • ' - - - CONTRACTOR STALL NOT OPERATE HEAVY EQUIPMENT OR STOCKPILE I S.LTATm eweERA / / /ri�'� \ - - N - - _12- EXCAVATION OF CONSTRUCTION MATERIAL ON THE WETLAND SIDE OF FLOOD NO TE, _ _ \ THE PROPOSED SILTATION BARRIER. D9 f0►d 9.1.70109 M7d � \1\1 \.. `Y "- 69' /y\ " •_ I ' \ \ 4*�0* s'�i� ¢Ew1s.o w oa+-1 .• �. — \1\ \ SITE LIES M FLOOD ZONES A4 (ECFV. 6), B. AND C, PER FEMA FIRM COMMUNITY PANE. 15 0002D, REVISED JULY 2. 1092 SALTMARSH mss, ey.'�'. .. .: __ -_\\\. \\ `\ °\. ,CONSERVATION NOTE: EXISTING DRIVEWAY MPROVED AND WEILPND BOUNDARY CONFIRMED WITH DETERMINATION OF APPLICABILITY ISSUED BY YARMOUTH CONSERVATION COMMISSION ON OCTOBER 26, 20D4. 1 ET k ( I / ..• ;. �- � - - /" � \ \ •1W. . I \ 1 isles / e W k . \Dw`_=' �(� 1 1 N�23p k i+ LOT to I I/ VI / o� A f 121 MAYFLOWER TERRACElb' •O // MAP 120, PARCEL 1.3 : TOTAL AREA 217,6001 S.F. 5.00± AG .Lyp.No UPLAND �• 93,8901 S.F. 2.16± AC. ' WETLAND N f ' 123,710± SF. 2.84± AC. 3• 3 MAP 119 PCL 57 1 Ou MAP 119 PARCEL i VARIANCE REQUEST MAP 119 PCL 56 � f ONE (1)- 50.5'L x 10'W x 2'D LEACHING CHAMBER CONSTRUCT PLAT2aA�� BY PLACING FIVE 8'-6" x 4'-10' x 2'-10" LEACHING CHAMBER A VARIANCE IS REQUESTED FROM YARMOUTH BOARD OF / / NSA ' HEALTH RCE IS EQ 3.7 DISTANCES AND LOCATION OF UNITS END TO END WITH 4'-0" STONE ON ENDS AND 2'-7" - �' STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS 40 0 40 80 120 DISPOSAL FACILITIES) TO ALLOW THE TOP OF FOUNDATION TO BE CONSTRUCTED AT ELEVATION=19.0, WHERE THE HIGHEST MANUFACTURED BY SHOREY PRECAST OR EQUAL). % �...� POINT OF THE ROAD AFFRONTING THE LOT IS 23.1 FEET. A SCALE 1"=0'' (THIS AREA IS SERVED BY'D WATER) 4.1 VARIANCE IS REQUESTED. FNTSI GRADE D'BOX MINIMUM D'BOX ITSDE MENSONS IfAT 3 MAX PVC PIPE M y� 40 DIA SCH 40 PVC PIPE PIPE OR FLOW LEVELER INVIItT ALL 1310 1293 12.53 3/4' TO 1 1/2' COMPACTED BASE-' DOUBLE WASHED STONE W/ 6' LAYER OF I I 1053 CRUSHED STONE ALL - LINE(S) EXITING D'BOX MUST REMAIN END NEW LEVEL FOR 2'-O' BEFORE PITCHING DOWN TO LEACHING FACILITY 20'1 20'f LONGEST RUN :MA TIC FI_ ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 0 TO 1/2' STONE r -Os 8'± TO ADJUSTED GROUNDWATER c c ADJUSTED GROUNDWATER — ELEVAT10Nm2.% 1:• OF LEACHING CHAMBER NO SCALE r= STANDAITD ALT FENCE PLAN REFERENCES: 5 r '' :;•.. //� /� ASSESSORS MAP 120 PARCEL 1.3 r ,,. , , A/ � , PLAN BOOK: 584 PAGE: 61 0 PLAN BOOK: 295 PAGE: 56 y z PLAN BOOK: 79 PAGE: 101 COMPACTED SUBGRADE PLAN BOOK: 586 PAGE: 61 3 STRAW BALES / (SEE INSERT BELOW) DEED BOOK: 15799 PAGE: 239 TWO (2) 2'X2' STAKES, OR STANDARD TWO ZONING DISTRICT: R-40 /EQUIVALENTPER BALE DRIVEN SILT FENCE (1) FOOT INTO GROUND PLAN SHOWING PROPOSED GREAT WEstf MAYFLOWER APP, 'srD YMwrH cora^nrrrE� 4ASTAL .. `NGINEERING OMPANY, INC. 0 i 260 Cranberry Hwy, Orleans, MA 02653 508.255.6511 Fax 508.255.6700 LOCUS KELLEYS BAY t�lo SUBGRADE DRIVEWAY- FOR LOT 1A, PREPARED Rry R KNOB HILL RD. \ COMPACT SOIL AROUND OUTER FOR ROD SROCZENSKI, DATED /PERIMETER OF BALES SEPTEMBER 30, 2004. ROUTE 6 BPS \\\ �/ YARMOUTH, MA K Da76g6' %_ o zKEY MAP HA YBALES WITH SILT FENCING DETAIL NO SCALE BENCHMAK- aGAP �" , ; , — , —-- — — — \ NOT TO SCALE DA MM) CONSTRUCTION NOTES liIX1.14.11 FEET � o _ - , , - LEGEND 0"0"naN) EROSION CONTR_QL ■ ' - LOT a THE SILTAitaV BARRIER, AS SHOWN ON THE PLANS, SHALL BE BOUND 100 -YEAR FLOOD MAP 12D, PARCEL 1.2 INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL w-3 WETLAND FLAG RJ■RAIN (ELEvnnoN=6) I l f / Rcxa '1 ! _ q' �ti5 oRrwE(m) COMPLETION OF PROJECT. MATERIAL STOCKPILES SHALL BE EDGE OF WETLAND PROTECTED FROM EROSION BY COVERING OR BY THE PLACEMENT OF A SILT FENCE ON THE DOWNHILL SIDE OF THE STOCKPILE, AREAS # LAMP POST k 1 / l ► / \ r \ _ -, i onsnNc DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED PRIOR TO —10— EXISTING CONTOUR �1� / o �""G COMPLETION OF THE PROJECT. ROOF DRAINAGE SHALL BE /' �� ,6���' COLLECTED BY GUTTERS AND DOWNSPOUTS AND RECHARGED —10— PROPOSED CONTOUR 1500 GA11 t`r/ 10 II 1 l �ID 1 \ 10, nc TANK uM r OF s sae ' THROUGH THE PROPOSED ROOF DRAINAGE DRY WELLS. +17,0 PROPOSED SPOT GRADE I 1 ✓f I \ / �; / e " REMOVAL —W— WATER SERVICE DECK PROPa5E0 \ / ` \ X14- - LIMIT OF WORK: —ETC— , I \ / FF / ��o�T 3oTJl \ THE SITEWORK CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE ELECTRIC CABLE AND 1 FF EtEV=79.0 .. �.&� " / TELEPHONE SERVICES } 1 aS � / '. EXI511NG SEPTC SYSTEM\ 1 J BOUNDARIES OF THE PROPERTY AND THE LIMIT OF WORK. THE k I 1 ,) 1 0 0 - — — — ="— s - CONTRACTOR S4ALL EXERCISE CARE IN ORDER TO PROTECT —G — GAS SERVICE / �"RESER � - - - - \ . ADJACENT PROPERTIES AND WETLAND RESOURCE AREAS. THE AREA l25051x 10V x 2D 1 } I ! I �" \ LEACHING CHAMBER • ' - - - CONTRACTOR STALL NOT OPERATE HEAVY EQUIPMENT OR STOCKPILE I S.LTATm eweERA / / /ri�'� \ - - N - - _12- EXCAVATION OF CONSTRUCTION MATERIAL ON THE WETLAND SIDE OF FLOOD NO TE, _ _ \ THE PROPOSED SILTATION BARRIER. D9 f0►d 9.1.70109 M7d � \1\1 \.. `Y "- 69' /y\ " •_ I ' \ \ 4*�0* s'�i� ¢Ew1s.o w oa+-1 .• �. — \1\ \ SITE LIES M FLOOD ZONES A4 (ECFV. 6), B. AND C, PER FEMA FIRM COMMUNITY PANE. 15 0002D, REVISED JULY 2. 1092 SALTMARSH mss, ey.'�'. .. .: __ -_\\\. \\ `\ °\. ,CONSERVATION NOTE: EXISTING DRIVEWAY MPROVED AND WEILPND BOUNDARY CONFIRMED WITH DETERMINATION OF APPLICABILITY ISSUED BY YARMOUTH CONSERVATION COMMISSION ON OCTOBER 26, 20D4. 1 ET k ( I / ..• ;. �- � - - /" � \ \ •1W. . I \ 1 isles / e W k . \Dw`_=' �(� 1 1 N�23p k i+ LOT to I I/ VI / o� A f 121 MAYFLOWER TERRACElb' •O // MAP 120, PARCEL 1.3 : TOTAL AREA 217,6001 S.F. 5.00± AG .Lyp.No UPLAND �• 93,8901 S.F. 2.16± AC. ' WETLAND N f ' 123,710± SF. 2.84± AC. 3• 3 MAP 119 PCL 57 1 Ou MAP 119 PARCEL i VARIANCE REQUEST MAP 119 PCL 56 � f ONE (1)- 50.5'L x 10'W x 2'D LEACHING CHAMBER CONSTRUCT PLAT2aA�� BY PLACING FIVE 8'-6" x 4'-10' x 2'-10" LEACHING CHAMBER A VARIANCE IS REQUESTED FROM YARMOUTH BOARD OF / / NSA ' HEALTH RCE IS EQ 3.7 DISTANCES AND LOCATION OF UNITS END TO END WITH 4'-0" STONE ON ENDS AND 2'-7" - �' STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS 40 0 40 80 120 DISPOSAL FACILITIES) TO ALLOW THE TOP OF FOUNDATION TO BE CONSTRUCTED AT ELEVATION=19.0, WHERE THE HIGHEST MANUFACTURED BY SHOREY PRECAST OR EQUAL). % �...� POINT OF THE ROAD AFFRONTING THE LOT IS 23.1 FEET. A SCALE 1"=0'' (THIS AREA IS SERVED BY'D WATER) 4.1 VARIANCE IS REQUESTED. FNTSI GRADE D'BOX MINIMUM D'BOX ITSDE MENSONS IfAT 3 MAX PVC PIPE M y� 40 DIA SCH 40 PVC PIPE PIPE OR FLOW LEVELER INVIItT ALL 1310 1293 12.53 3/4' TO 1 1/2' COMPACTED BASE-' DOUBLE WASHED STONE W/ 6' LAYER OF I I 1053 CRUSHED STONE ALL - LINE(S) EXITING D'BOX MUST REMAIN END NEW LEVEL FOR 2'-O' BEFORE PITCHING DOWN TO LEACHING FACILITY 20'1 20'f LONGEST RUN :MA TIC FI_ ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 0 TO 1/2' STONE r -Os 8'± TO ADJUSTED GROUNDWATER c c ADJUSTED GROUNDWATER — ELEVAT10Nm2.% 1:• OF LEACHING CHAMBER NO SCALE r= 5 l -I- 0 J '"E/ 7l"I , F 0 loon Gl"iHtpl 4"Fc"IL. X 140. ="x@ I� M O a � a rrlw� V U N w „9Q"A2 INSPECTION NOTE 11 i~ MpP F THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. N CA / FINISH GRADE 4 IAL POLY OVER A 4" LAYER (\� OF 1/8' TO 1/2' STONE �"' 4' DIA DRAIN PIPE / 2' DM PRECASTDRYWELL / 3/4' TO 1 1/2' DOUBLED WASHED STONE TYPICAL DRYWELL INVERT OF INLET PIPE OF DRYWELL TO BE SET IN MEDIUM SAND BELOW THE LOAMY SAND. INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER PRIOR TO THE START•••' DISCUSSION•REQUIRED IKSff&U= NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. a. •-+ aJ SCALE AS NOTED DRAWING FILE C15886.DWG DATE APRIL 15, 2005 DRAWNBY JKL CHECKED BY 0 SD A 0 0 c U a OF 1 SHEETS c"v PROJECT NO. U° C15886.03 5 0 J y z 3 F I ocr ted" o U 8 En 8 g 0 C C> rn � C A CA OID N z '"E/ 7l"I , F 0 loon Gl"iHtpl 4"Fc"IL. X 140. ="x@ I� M O a � a rrlw� V U N w „9Q"A2 INSPECTION NOTE 11 i~ MpP F THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. N CA / FINISH GRADE 4 IAL POLY OVER A 4" LAYER (\� OF 1/8' TO 1/2' STONE �"' 4' DIA DRAIN PIPE / 2' DM PRECASTDRYWELL / 3/4' TO 1 1/2' DOUBLED WASHED STONE TYPICAL DRYWELL INVERT OF INLET PIPE OF DRYWELL TO BE SET IN MEDIUM SAND BELOW THE LOAMY SAND. INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER PRIOR TO THE START•••' DISCUSSION•REQUIRED IKSff&U= NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. a. •-+ aJ SCALE AS NOTED DRAWING FILE C15886.DWG DATE APRIL 15, 2005 DRAWNBY JKL CHECKED BY 0 SD A 0 0 c U a OF 1 SHEETS c"v PROJECT NO. U° C15886.03