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HomeMy WebLinkAbout90046 TR Smith Point Subdivision-Fayett Scheuch MAPPROVIDE SUITABLE INSULATION FOR PIPING TO PREVENT FROM - TEST HOLE LOGSFREEZINGNAIN DWELLING FIRST FLOOR = 16.0'A.H. OJALA, PEENGINEER- ACCESS COVER TO WITHIN 6. OF FIN. GRADE {NOT TO SCALE)PILING FOUNDARON ACCESS COVER (WATERTIGHT) TO WITNESS:KELDA WELSH -(DESIGN BY OTHERS)L-,--J MINIMUM .75' OF COVER OVER PRECAST R3-51 2% SLOPE REQUIRED OVER SYSTEM 14.0' ,v-J -- WITHIN 6" OF AN. GRADE DATE:NOVEMBER 23, 1999 1- '.PERC. RATE = <5 MIN/INCH IN MED/COS'446 +WPROVIDE CO. 1-* 4.8' M= PROPOSED 2000 L-„11._ N=%%* 4%RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3' MAX.LF FOR FIRST 2'CLASS 1 & 11' SOILS P# 3.5' U GALLON SEPTIC 3.55' TANK (H- 20 ) -GAS 111| mE lir H-20 r| 1101 (WATERPROOFED)BAFFLE 11.17'' 11.0'10, 221 -luy C , NIN.V 10.17'=0¤0 0 0¤CIO Fop O SIDES I*3 -cp L.3 000 0 O[DOO 11*@0>EUN.E\EV U._% SLOPE)-_6" CRUSHED STONE OR MECHANICAL 0„13.5' 0- 14.0'0 00 0 0 0[300 1\wr•-ENUS---- - -COMPACTION. ( 15.221 [2])MIN. s| 2 DE]00 0 0000 -8.17'0&A DEPTH OF FLOW = _4 (1_% SLOPE)(-1-% SLOPE) = z" 5YR 2.5/2TEE SIZES: \3/4" TO 1 1/2" DOUBL _0VASHE-TONE SL A INLET DEPTH =10" J SLE 14"OUTLET DEPTH - 19 MS 6" 10YR 5/1 B (MAIN PIUNG 5.67' BlDWELLING) FOUNDATION- 12'ST 12'D' BOX 44' - 1EACHINGPUMP 10YR 4/3CHAMBER - 105' LSLS30" (MAX)FACILITY 11.5' 12" 10YR 4/3 Cl FACTORY WATER-PROOFED SEPTIC TANK AND PUMP r B2 LS CHAMBER REQUIRED USE ADJUSTED WATER 0 2.5'LS (ADALLY INFLUENCED)2€_ 1 OYR 5/6 _ 11.5, - 50„ 1 OYR 5/6 9.83'T2C1 LS SILT LOAM=EADUEEL --USU -Z7 - ...2 -:&*2:J#Z:/&-t//- U 7:_2 - -=3-=- .,.n-=i . . .-aIATTI /0 -A. ':r•.60 1 0 -,·R 0/0 - 8.5'102" 2.5Y 5/4 5.5'ALARM AND CONTROL PANEL -........5--/Wum#*"51.Ii-=-fllA . 9%6.,5.,5,1%C2TO BE INSTALLED INSIDE - t:--:«SILT LOAM C3BUILDING. ALARM TO BE ON -**Li 1 1, I. -1 7<---- 1 -19, -3 , \ ; LI™.- -s_--__ -3 "36_24 »=L.-21 7'32 . EL. 3.43' -L SEPARATE CIRCUIT FROM PUMP 1 2 9- 3 1500 GAL. H-20 Sdi- ----115" 2.5Y 5/4 3.9'MED/COS U 2 *«ESSURE PIPE .- OBOX PROVIDE MIN..5% PITCH BACK TO NIN. 2% SLOPE TO SEPTIC ALARM ON RESERVE (A 1 4--©HECK VALVE1100 GAL.+ «CCEWEEPHOLE pulf OAMBER FROM DNX (3 TANK SETTINGS:PUMP ON 152.4"V MED/COS 0.8'2.5Y 5/4 FLOAT SWITCH 8'8' WORKING RANGEPILE FNDN ZOELLER 'WASTEMATE'175"2.5Y 5/4 -1.1 162"0.5'<DESIGN BY OTHERS) 8 1941.- SUBMERSIBLt MODEL M282 1/2 HP PUMP - PUMP OFF :4. V \\ 1 SYSTEM COR EQUAL)PROVIDE SUITABLE INSULATION FOR PIPING TO PREVENT FROM 6" CRUSHED STONE OR _- FREEZING COMPACTION -- --PUMP -CHAMBER (NOT TO SCALE) , LOCUS MAP SCALE 1' -=3200094 2 ASSESSORS MAP 5 'PARCEL 9 CLUSTER SUBDIVISION YARD SETBACKS: --FRONT-=725' SIDE = 12' PLAN REF. - LCP 4075 P FLOOD ZONES: V15 EL. 14, A12 EL 11'. 1 A12 EL. 10', B .AND C NOTES: SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) DESIGN FLOW: 3_ BEDROOMS (110 GPD) = 880 GPD 1 ,<r A- S ron nrcinAi r; rtul 1. DATUM IS NGVD 2. MUNICIPAL WATER IS NOT AVAILABLE 99-238 1 .'I. 49,1 - h , 1 11 . 1 19;' i: VI W WLJIVIN 4 LV•¥t SEPTIC TANK- 880 GPD (2)= 1760 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. USE A 2000 GALLON SEPTIC TANK 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 5. PIPE JOINTS TO BE MADE WATERTIGHT.LEACHING: 2(80 5 + 10 83) 2 (.74)= 270 3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS- SIDES ENVIRONMENTAL CODE TITLE V. BOTTOM 80.5 x 10.83 (. 74)= 645 7. THIS PLAN IS f-OR PROPOSED WORK ONLY AND NOT TO -BE USED FOR LOT LINE STAKING TOTAL: 1237 S.F.915 3 *r'D 8. PIPE FOR SEPTIC SYSTEM TO SCH 40-4" PVC. USE (9) 500 GAL LEACHING CHA[' .S WI TH 3'9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT STONE AT SIDES AND 2' AT ENDS INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE BOARDWALK V WDE) ™ROUGH LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR .06 BEACHGRASS TO COMMENCEMENT OF WORK BOARD OF HEALTH FAISED 21x10' PRESS. THEATED PLANKS,11. ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO , MA W4' SPACING) -0293 DRYWELLS REQUIRED APPROVED DATE 12. WETLANDS AND DUNE DEUNEATED BY HORSLEY AND WITTEN INC., NOVEMBER 1999 13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE 4 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW 14. COASTAL BANK DEUNEATED BY DOWN CAPE .ENGINEERING. INC. USING DEP POLICY 92-1. COASTAL BANK IS ELEV. 10.0 (FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT 15. ELECTRICAL PERMIT REQUIRED 0 y -off 508-362-4541 fax 508 362-9880 y326 1 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 2 PATH TOBEACH -PRIMARY DUNE AREA /422 APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD COMMISSION (MATCHED AREA) 413 76 2.69 RELIF DUNE AREA .)<663 6 0 01\0 0 2.61 0- - 93 *0 x 17 1 41 2.41 0-\\.1 00 X2.51 STAKED 1 FEN4 1 3.04 IVW (> 3000 SF)2.39x 313 l ISCt ICD VEGETATED WETLAND- (SEE NOTE 13)35 AL 2 43 C 1 252 31 1 A.62 IVW 5 1 ..8 2967 SF 1 X 2.40 6 2@X 41 1 30 -1108 X 61 f EXIST WELL PR ED- RESIDENCE (FILING FNDN) -1ST FL EL +16.005 /259 #2 #14 07 USE THRUST BLOCKS AS NEC. 49 t 0*1<4 '»P1NE6 X C 7 x 956 EXIST WEI_1302-50 8 '14 LEGEND 0 A A& STAL BANK 0 1 C)x 10.50 100.0 11 10.60 ,PROPOSED SPOT ELEVATION #7 11 100x0 EXISTING SPOT ELEVATiON x241 43 -4 1-66-10-01 10-0 PROPOSED CONTOUR PROPOSED 8 BED NG 9, 100 - EXISTING CONTOUR PILINd 0 FNDN) 0Av24 24" 0 \K 1151 10 RE.IMATE BU: LDINC ENVELOPE AS Ar'PROVED BY THE CAPE COD j COMMISSION (HATCHED AREA)00 ArrROX AREA OF CEDAR GROVE 8 X8 e 14" K L. EXIST AREA PROP. VENT Wini GUEST x23 5EL - -83 TE BUGSCREEN HOUSE H ABI ·/.0-CCe SEPne ENVELOPE 1 "OAK X 9 t. FLOODZONE EL 10 0'6 p 2473 5'REMOVAL oF 1NSUT•ELE SOIL- REQUIRED AROUND FO-EZER OF EnT rOP COASTAL BANK)LEACHING FACUT¥ 00-i iD SUITABLE SOIL LAYER REFLAZI *D, CLEAN MED.RESIDENCE SAND ENGNEE* 10 *CSPECT ANDTITLE 5 SITE PLAN CER TrY REW<7¥k x 13 17.2 0 Xi OF H PROP WOID.LOT 101 SMITH'S POINT ROAD 00 14 K 1 12 OAK (GREAT ISLAND) WEST YARMOUTH iN THE TOWN OF.0 3 rn X 5,139* 4.53 PREPARED FOR:CHRISTIAN N--LEN & SUSAN DENNY 1 BENCHMARK: C BAN 1 ...Ir 4 ELEV 129' 30 0 30 60 90 i SCALE: 1„ = 30'FEBRUARY 25, 2000 f DATE: 0 AD RESED 5/3*0 {BLDGS. WALK, WLL)31 REV. 5/21/00 (WELL RESERVE)01SITE PLANREV 9/5/00 (RESERVE) ARNE H. \25\F't. REV 10/12/00 (CCC B.DG AREA) u, 1, REV.10/25/00 -(CCC BLDG AREA) 10=30-00 O Ul 04 CIVIL 11 114*400 j jlIt Ef 3 0 2000 i LIJ DATE , CIPF COD PROVIDE SUITABLE INSULATION 0.- i FOR PIPING TO PREVENT FROM TEST HOLE LOGS FREEZING es /I.*.#--.3 MAIN DWELLING FIRST FLOOR = 16.0'SEPTIC PROFILE A.H. OJALA, PEENGINEER ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PILING ACCESS COVER (WATERTIGHT) TO WITNESS:KELDA WELSH FOUNDATION -- WITHIN 6" OF FIN. GRADE DATE:NOVEMBER 23, 1999 (DESIGN BY OTHERS) -MINIMULZE..ELEVEROVERPRECASTIE-51 2% SLOPE REQUIRED OVER SYSTEM 14.0'PERC. RATE = <5 MIN/INCH IN MED/COS BA.2%543 A RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE PROVIDE C.0.- 4.8' ::::M=4 PROPOSED2000=C[L -';:%%::*R*6O*FOR FIRST 2'CLASS I & 111 SOILS P# 3' MAX. U GALLON SEPTIC 3.55' H-203.8'TANK (H- 20 ) .GAS ®*0(WATERPROOFED)BAFFLE 11.17' 1.0 9--0 0000 0000 ELEV. EF> 10.17' .IDESMIN. [I]13.5' 0"(-2 -% SLOPE)_6" CRUSHED STONE OR MECHANICAL ' ¤ ¤ ¤ [EL El El i o 05--*I -I - COMPACTION. (15.221 [2]) MIN. 2' 0 0 0 0 0-123·-13- [tb 0 04* 8.17'0&A DEPTH OF FLOW = 4'00625 SL A (1_% SLOPE)(_1-% SLOPE)5YR 2.5/2TEE SIZES: <3/4" TO 1 1/2" DOUBLE ' WASHED ST 3 SL INLET DEPTH -10-E 14"ig- - MSOUTLET DEPTH =6" 10¥R 5/1 BLS 5.67'Bl 10YR 4/3(MAIN PILING PUMP LEACHING LS 30"DWELLING) FOUNDATION- 12' ST - 12'CHAMBER - 109 - D' BOX 44' - FACILITY Cl(MAX)12" 10YR 4/3 LSB2FACTORY WATER-PROOFED SEPTIC TANK AND PUMP USE ADJUSTED WATER @ 2.5'LS 50" 10YR 5/6CHAMBER REQUIRED (TIDALLY INFLUENCED)24" 10YR 5/6 11.5' C2 C1 LS -SILT LOAM MOTTLES 0 72- GRADE 3*1 7 le" 0" 10'(R 5/6 8.5'102" 2.5Y 5/4 -- -- - - - - - -----ALARM -AND -CONTROE-PANEL - TO BE INSTALLED INSIDE 4.7':1:BUILDING. ALARM TO BE ON SIU- LOAM 0 SEPARATE CIRCUIT FROM PUI' -i--=i4 115 2.5Y 5/4 3.9'MED/COS PROVIDE WIN. .51$ PITCH BACK TO JRE PIPE TO D'BOX PU- O-ABER FROM D'Box C3 MIN. 2% SLOPE TO SEPTIC FLOAT SWITCI TANK SETTING<152.4 9 MED/COS 08'2.5Y 5/4 ./ASTEMATE'175"2.5Y 5/4 -1.1 162 PILE FNDN ILE MnDEL M282 1/2 HP PUMP (DESIGN BY OTHERS)le rn, 'Al N PROVIDE SUITABLE INSULATION FOR PIPING TO PREVENT FROM FREEZING Ela/. 14.0' LOCUS MAP SCALE 1' = 2000' 11.5' ASSESSORS MAP 5 PARCEL 9 CLUSTER SUBDIVISION 9.83'YARD SETBACKS: FRONT = 25' SIDE = 12' 5.5' --- _-=FLAN.-REF. --LOP._4075 _R=_ -- _ __- FLOOD ZONES: V15 EL. 14, A12 EL 11', A12 EL. 10', B AND C 0.5' 4£Z95 *Saj'imsm 60 CRUSHED STONE OR - COMPACTION - PUMP CHAMBER NOTES: t.,rSEPTIC DESIGN. (GARBAGE DISPOSER IS NOT ALLO „cD )_ 1. DATUM IS NGVD DESIGN FLOW: 3- BEDROOMS (110 GPD) = 880 GPDUSE A 880 GPD DESIGN FLOW 2. MUNICIPAL WATER IS NOT AVAILABLE SEPTIC TANK: 880 GPD (2)= , 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 9nnA ,- ... -. ,...1.-I-'.r... ......, 20 . UOC A 6VVV Ual_LVIN OCr liU IMINA 3. FIn JUINIb JU Mt MAUE WAIt.KIIUMI. LEACHING 6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 2(80 5 + 10 83) 2 (.74)= 2703 ENVIRONMENTAL CODE TITLE V SIDES 7 THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 80.5 x 10.83 074)645 USED FOR LOT LINE STAKING BOTTOM· TOTAL:1237 8. PIPE FOR SEPTIC SYSTEM TO SCH 40-4" PVC. S F.915.3 GPO 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE (9) 500 GAL LEACHING CHAMBERS WITH 3'INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED STONE AT SIDES AND 2' AT ENDS FROM BOARD OF HEALTH 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR BOARDWALK (2 WIDE) THROUGH 0G TO COMMENCEMENT OF WORK. BEACH GRASS BOARD OF HEALTH (RAISED 21*10' PRESS TREATED PIANKS,11. ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO 34' SPACING) -M 2.93 DRYWELLS REQUIRED , MA 12 WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTENAPPROVEDDATE INC, NOVEMBER 1999 13 ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE 4 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW 14. COASTAL BANK DELINEATED BY DOWN CAPE ENGINEERING, INC. USING DEP POLICY 92-1 COASTAL BANK IS ELEV. 10 0 (FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT 15. ELECTRICAL PERMIT REQUIRED 0 Q Q off 508-362-4541 fox 508 362-9880 f 3 26 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 5 PA™ W BEACH -PRIMARY DUNE AREA -/422 APPROXIMATE BUILDING ENVELOPE AS APPROVED dj THE LArE COD COMMISSION (HATCHED AREA) rs 76 l 269 RELI DUNE AREA e ,@<663 O LP.\ 0 0 2.61 1 93 x 17 41 2.41 X 7 00 2.51 STAKED 1 FENA 3.04 IVW (> 3000 SF)2.39 x 313 SOLAIED VEGETATED WETLAND 39 (SEE NOTE 13) 243 V C 2.52 A.621C\ IVW 5 1 me 2967 SF 1 6 2.40 X 41 2? 1 30 X 6\-J 10 8:} 1 1 1 PR RESIDENCE //2.59 (PILING FNDN) -f #2 1 USE THRUST BLOCKS AS NEC. EXIST WELL -1ST FL EL +16.09 ' F 07 49 X 1 X 956I*(2 DAKA -UPINE6 tC 7 8 DIST WEU»•U.2-90 '14 42 STAL BANK * 90 LEGEND J 0 x 10.50 * 10.60 . 100.0 PROPOSED SPOT ELEVATION #7 11 '43 x241 100xO EXISTING SPOT ELEVATION 3 a 8 6351 07..hern 001\'TOUR -_ PROPOSED>--r - BEDRMWING 0 100 - EXISTING CONTOUR b<- (PILINd \.0 2 1151 OAK24 24" OAK 10 AWN //00 APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD 4 1 00 COMMISSION (HATCHED AREA)APPROX AREA i 3 l PEDAR G VE 8 C) h X8 EXIST e 14" K PARKING L i1 9 4 AREA PROP VENT WT'- S GUEST *1358 _--BUGSCREEN 83 TE HOUSE H SE ABl -CCC SEPnC ENVELOPE 1 4. 7 4:)OAK -4 4 x 7 9 AK · 5' REMOVAL OF UNSUITABLE SOIL 6 24"D K REQUIRED AROUND PERNETER OF FLOODZONE EL 10 0'LEACHING FACILITY DOWN TO SUITABLE (TOP COASTAL BANK) 4 12- A EXIST X ED SOIL LAYER REPLACE W[Tri CLEAN MEI RESIDENCE SAND ENGINEER TO INSPECT AND CERTFY REMOVAL TITLE 5 SITE PLAN x 13 x 17 2 X 1 PROP RESERVE (1283 SF) OF H 0 14 KLOT 101 SMITH'S POINT ROAD 12 OAK 1 A *¥293 0 3 IN THE TOWN OF. >< 56 m 1 E (GREAT ISLAND) WEST YARMOUTH 4: 53 BENCHMARK C BA1 PREPARED FOR-CHRISTIAN NOLEN & SUSAN DENNY O ELEV. 12 9' 30 0 30 60 90 1 0 SCALE.30'DATE:FEBRUARY 25, 2000 REVISED 5/3/00 (BLDGS. WALK, WO 1 CE-J REV 8/21/00 (WELL, RESERVE)SITE PLAN 014, REV :1/5/00 (RESERVE)011 ARNE H.2\ REV 10/25/00 (CCC BLDG AREA) 1.==30'-O" REV 10/12/00 (CCC BLDG AkEA) CIVIL 1 OCT 30nELUJ *, 30792 DATE 02* COD / C.9 // 38|TEE -IN-- hot>* ONE / IP EL. 3.43' 1500 GAL. H-20 S/4 2" PRESS\. ALARM ON 1100 GAL.+ / n-WEEP HOLE RESERVE / -CHECK VALVE PUMP ON 8'8' WORKING RANGE 8. ZOELLER " SUBMERSII PUMP OFF 4'SYSTEM q 99-258 l 1 LOCUS ) 1 _ 1 ,4* f PROVIDE SUITABLE INSULATION \ / / FOR PIPING TO PREVENT FROM TEST HOLE LOGS FREEZINGM AIN DWELLING FIRST FLOOR = 16.0'SEPTIC PROFILE .ENGINEER:A. H. OJALA, PE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS CONER (WATERT\GHTj TO ,PILING WITNESS:KELDA WELSH FOUNDATION - WITHIN 6" OF FIN. GRADE DATE:NOVEMBER 23, 1999(DESIGN BY OTHERS) ,51 MINIMUM .75' OF COVER OVER PRECAST |13.51 2% SLOPE REQUIRED OVER SYSTEM 14.0'PERC. RATE = <5 MIN/INCH IN MED/COS PROVIDE CO. -' 4.8'.r.---.... -RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 31 MAX.OPOSED 2000 FOR FIRST 2' CLASS 1 & m SOILS P# GALLON SEPTIC3.€ /TANK (H- 20 )H-20 -2 i .111.01 (WATERPROOFED)ri /11*r I dam 6093 0000 4 21 >00 \8*g=>ELEV.ELEV. MIN.ms:.:22U-'34*YEZ»ZY#.9 10.17'¤¤0= el 12] 13 Do r 3' O SIDES {I] A„U--% SLOPE)L' "2' O ENDS ' -0" 13.5' v 14.01 CUMrALIvl,· C J.£4• Le, MIN. 2 101 8.17'0&A DEPTH OF FLOW = 4'SL A(_1__% SLOPE)(15. SLOPE)TEE SIZES: <-3/4" TO 1 1/2" DOUBLE WASHED STONE /1 3" 5YR 2.5/2 LOCUS MAP SCALE 1' = 2000' INLET DEPTH =10»SLE 14" 19"MSOUTLET DEPTH =6" 10YR 5/1 BLS (MAIN PILING PUMP 5.67' Bl 10YR 4/3 DWELLING) FOUNDATION- 12' ST 12'D' BOX 44' - LEACHING LS 30"CHAMBER - 105'FACILITY - 11.50 (MAX)12" 10YR 4/3 Cl ASSESSORS MAP 5 PARCEL 9 FACTORY WATER-PROOFED SEPTIC TANK AND PUMP B2 LS CLUSTER SUBDIVISION CHAMBER REQUIRED USE ADJUSTED WATER @ 2.5'LS 50" 10YR 5/6 9.83'YARD SETBACKS: (TIDALLY INFLUENCED)24" 10YR 5/6 11.5'FRONT = 25'C2./ 1 Cl I <./SILT LOAM SIDE = 12'i G .222/-W LS MOTTLES 0 7260"10YR 5/6 8.5' 102" 2.5Y 5/4 5.5'ALARM AND CONTROL PANEL C2 - PLAN REF. - LCP 4075 P TO BE INSTALLED INSIDE ,-C3BUILDING. ALARM TO BE ON SILT LOAM*j 4.7'dz SEPARATE CIRCUIT FROM PUP FLOOD ZONES: V15 EL: 14, Al 2 EL 11',U- -2' _PgESSURE PRE TO D'BOX 115" 2.5Y 5/4 3.9'MED/COS Al 2 Ell 10', B AND C- PROWDE-MIN..5% PITCH BACK TO -WEEP HOLE PUMP CHAMBER FROM D'BOX C3MIN. 2% SLOPE TO SEPTIC FLOAT SWITC -CHECK VALVE MED/COS 08'2.5Y 5/4TANKSETTING'.152.4" V -1 PR t A GAS BAFFLE 11.17'/9%*28\ 11. 3" CRUSHED STONE OR MECHANICAL f -_ LENS BAY / L LOCUS -4\ 9,+ EL. 3.43'L Ip NE<_1 1500 GAL. H-20 S,)41 G-1100 GAL.+ / :-ALARM ON H RESERVE / PUMP ON 8'8' WORKING RANGE -\ -ZOELLER 'WASTEMATE'175" 2.5Y 5/4 -1.1 162"0.5'PILE FNDN(DESIGN BY OTHERS) -SUBMERSIBLE MODEL M282 1/2 HP PUMP SYSTEM <OR EQUAL) PROVIDE SUITABLE INSULATION FOR PIPING TO PREVENT FROM FREEZING 2282=5:<92=RcaggE<=aggY 6" CRUSHED STONE OR _- COMPACTION -- -- -PUMP -CHAMBER {NOT TO SCALE)NOTES: SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED > DESIGN FLOW: -8- BEDROOMS (110 GPD) = 880 GPD USE A 880 GPD DESIGN FLOW SEP-TIC TANK: 880 GPD (2)= 1760 I ter & 2000 7.Al I nAt C{701-12 1-Akik' 1. DATUM IS NGVD 2. MUNICIPAL WATER IS NOT AVAILABLE , 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 . n VAL LV 3 1 J L 1 1 IV D. MIME JUIN 15 10 BE MADE WA j EK J IGM I. LEACHING 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 2(80 5 + 10.83) 2 ( 74)270 3 ENVIRONMENTAL CODE TITLE V SIDES. 80.5 x 10.83 (.74)7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE BOTTOM'645 USED FOR LOT LINE STAKING TOTAL 1237 S.F.915.3 GPD 8 PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR .CONCEALED WITHOUTUSE (9) 500 GAL LEACHING CHAMBERS WITH 3'INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED STONE AT SIDES AND 2' AT ENDS FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE BOARDWALK (2 WIDE) THROUGH LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 08 TO COMMENCEMENT OF WORK BEACH GRASS BOARD OF HEALTH (RAISED 2'x10' PRESS. TREATED PLANKS,11 ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO , MA 314 SPACING) --.><293 DRYWELLS REQUIRED APPROVED DATE 12. WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTEN INC , NOVEMBER 1999 13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE >83 4 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW 14. COASTAL BANK DEUNEATED BY DOWN CAPE ENGINEERING, INC t USING DEP POLICY 92-1. COASTAL BANK IS ELEV 10.0 i y (FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT 15 ELECTRICAL PERMIT REQUIRED 0 off 508-362-4541 fox 508 362-9880 *326 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 jf 5 PATH TO @FACX : -PRIMARY DUNE AREA -422 APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD COMMISSION (HATCHED AREA) ¥3.76 l 2.69 l 6RELI DUNE AREA y * 6.63 9 0 O Q.2.61 -A j 93 l 1 X 17 2.41 2.41 X 7 100 2.51 D 1 1 3.04 2.39 IVW (> 3000 SF) XJ - 2 ISOLATED VEGETATED WETLAND r- (SEE NOTE 13)£ 2, 35' 0 24 5 r 1 .nOBV::2.52 2.621'1 x 891 ivw 5 C 1 rn 2967 SFa8 X1 6 240 41 2? 9213 30]><138 X 6 EXIST WELL 47 ED ESI .4.59 . , ' (PI G FliaN) "W OA . % 7. .1 . 1 12% 100 0 PROPOSED SPOT ELEVATION USE THRUST BLOCKS AS NEC #141/*. * 49 04 j 6 X 0 AK4 *956 Co 7 00 j EXIST WELL I e.90 l LEGEND X 8 STAL BANK A 0 10 x 10.50 10 }0.60 + 4 •r*7 AR10 A / 24:143 100xO EXISTING SPOT ELEVATION X 4 3 Ci J .t -0. P ..4.88 8 0-01 10-0 PROPOSED CONTOUR < '' RO W WAI. ED WING'4"S ONG / / PIUNd r1100 - EXE fING CONTOUR FNDN)'8 i ,£108 ,X 49 0AK24 24" OAK f 1151 10 APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD -/4 1/ 006.01. 13 100 COMMISSION (HATCHED AREA)8 K l -OAK f 1 1 90 1/48 U 4 eolar AR EXIST GE . 1 PROP VENT WITH GUEST 8.3 3'58 BUGSCREEN HOUSE l 1 921 0. 2 OAK 9 I'5' REMOVAL OF UNSUITABLE SOIL1624" FLOODZONE EL 100'REQUIRED AROUND PERIMETER OF- LEACHING FACILITY DOWN TO SUITABU EXIST (TOP COASTAL BANK)X SOIL LAYER REPLACE WITH CLEAN MED RESIDENCE SAND ENGINEER TO INSPECT AND 0/ TITLE 5 SITE PLAN CERNFY REMOVAL x 13 17 2 X 1 OF PROP RESERVE (1283 SF)00 LOT 101 SMITH'S POINT ROAD 14 1 OAK 1 2.93 0 IN THE TOWN OF· 3 x 5 13.85 (GREAT ISLAND) WEST YARMOUTH 4 4.53 PREPARED FOR.CHRISTIAN NOLEN & SUSAN DENNY BENCHMARK C BAN @ ELEV 12 9'l 30 0 30 60 90 I V 1 30'SCALE:DATE FEBRUARY 25, 2000 0 REVISED 5/3/00 (BLDGS, WALK, Wl-13 ,5>-RW6r··» REV 8/21/00 (WELL, RESERVE)SITE PLAN 14 REV 9/5/00 <RESERVE)0 01 i REV 10/12/00 (CCC BLDG AREA '-'10=30'-0*ot 6 0 1 OCT 1 3 091;DATE CAPF COD 3,1 . natte N 1 :.4: A lail 1, -- --- -7.1-%1 -" r· '%#. - 7--.-e,-7.-!m'.-#.%- ----11 ' I 7-f".%1 .- PROVIDE SUITABLE INSULATION TEST HOLE LOGSFOR PIPING TO PREVENT FROM FREEZINGMANDWELLING FIRST FLOOR = 16.0' PROFILE ENGINEER: * *A H OJALA, PE ACCESS COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) PIUNG n NOVEMBER 23,1999 WITNESS: KELDA WELSHACCESS COVER (WATERTIGHT) TO FOUNDATION f WITHIN 60 OF FIN. GRADE DATE (DESIGN BY OTHERS) -[EE;| MINIMUM .75'oF COVER OVER PRECAST ,6331 2% SLOPE REQUIRED OVER SYSTI-M 14.0' /C=====«44 yf RUN PIPE LEVEL ,20 DOUBLE WASHED PEASTONE \ PERC. RATE.= <5 MIN/INCH IN MED/COS PROWDE C.O. -/ 4.8' ::;ps0000=1- 3.55'F-FOR FIRST 2' 3' MAX.CLASS 1 & m SOILS P# TANK (H- 20 )As 7 - liu H-2n r (WATERPROOFED)BAfFLE M.17' 11.0' .*LE' ¤¤¤ 0--c] clu,WIN.#aud/&44449629429**9#05&o i u.17'00000 000 . P E .CP 01_% SLOPE)_6' CRUSHED STONE OR MECHANICAL ___cO cO c] c] c] c] c] c] 13.5' -QJ 0&ACOMPACTION. (15.221 [2])MIN.4 2 00000 0_0 0 8.17' DEPTH OF FLOW = 41 SL A 01_% SLOPE)(-1 SLOPE) ; 30 5YR 2.5/2TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED SL INLET DEFrH =10. E 14. OUn.ET DEPTH = 19. 61 S B6- 10YR 5/1 LS (MAIN PILING 5.67'Bl „10YR 4/3PUMP44' - LEACHING LS 30-DWELUNG) FOUNDATION- 12' ST 12' CHAMBER 105' D' BOX (MAX)FACILITY 12" 10YR 4/3 Cl LS FACTORY WATER-PROOFED SEPTIC TANK AND PUMP B2 CHAMBER REQUIRED USE ADJUSTED WATER 0 2.5' LS 50" 10YR 5/6 (T- ALLY INFLUENCED)24" 10YR 5/6 11.5 C2 Cl LS SILT LOAM --gRADE.5-- ; Mor,LEs 0 7160" 10YR 5/6 8.5'102" 2.5Y 5/4 - . TO BE INSTALLED INSIDE 'ALARM AND CONTROL PANEL -4-C2 4.74 BUILDING ALARM TO BE DN .SILT LOAM C3 SEPARATE CIRCUIT FROM PUMP 115" 2.5Y 5/4 3.9'MED/COS1500 GAL. H-20 S/* L 2' PRESSURE PIPE TO D'BOX 1 PROWDE -4. 8% FITCH IACK TO1100 GAL.+ / -·-WEEP HOLE PUF OW/SER FROM DBOX C3ALARM ON J RESERVE /2.5Y 5/4MIN. 2% SLOPE TO SEPnC FLOAT SWITCH \F - -CHECK VALVE 152,4" V MED/COS 0*8'TANK SETTINGS, PUMP ON F-- 0e' WORKING RANGE 1 -ZOE:LLER 'WASTEMATE'175"2.5Y 5/4 -1.1 162"PILE FNDN -.17- v r-3*- SUBMERSIBLE MODEL 14282 1/2 HP PUMP(DESIGN BY OTHERS) PUMP OFF 0.1-' 4'77-* SYSTEM COR EQUAL) 1 1, / ELEV. 14.0' LOCUS MAP SCALE 1' = 2000' 11.5' ASSESSORS MAP 5 PARCEL 9 CLUSTER SUBDIMSION 9.83'YARD SETBACKS: FRONT = 25' SIDE = 12' 5.5'PLAN REF. - LCP 4075 P FLOOD ZONES: V15 EL. 14, Al 2 EL 11'; A12 EL. 10', B AND C 0.5' PROVIDE SUITABLE INSULATION FOR PIPING TO PREVENT FROM FREEZING 6. CRUSHED STONE OR - COUPKnON - PUMP CHAMBER NO l ES: SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 1- BEDROOMS (110_GPD) = 880 GPD 1. DATUM IS NGVD USE A 880 GPD DESIGN FLOW 2. MUNICIPAL WATER IS NOT AVAILABLE SEPTIC TANK: 880 GPD (2 )= 1760 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 . USE A 2000 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. LEACHING:6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 2(80.5 + 10.83) 2 (.74)= 270.3 ENVIRONMENTAL CODE TITLE V. SIDES:7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 80.5 x 10.83 (.74)645BOTTOM:USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL:1237 S.F.915.3 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE (9) 500 GAL. LEACHING CHAMBERS WITH 3'INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED STONE AT SIDES AND 2' AT ENDS FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE BOARDWALK P WIDE) TIGOUGH LOCATION OF ALL UNDERGROUND & OVERHEAD UTIUTIES PRIOR ,06 TO COMMENCEMENT OF WORK. BEACH GRASS BOARD OF HEALTH (RAZED 2'*le PRESS. TREATED PLANKS,11. ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO 3/4' SPACING).*293 DRYWELLS REQUIRED APPROVED DATE 12. WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTEN INC., NOVEMBER 1999 13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW 14. COASTAL BANK DEUNEATED BY DOWN CAPE ENGINEERING, INC. USING DEP POLICY 92-1. COASTAL BANK IS ELEV. 10.0 (FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT 15. ELECTRICAL PERMIT REQUIRED 0 y f326 off 508-362-4541 fax 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 ---PRIMARY DUNE AREA 5 PA™ TO BEACH 04422 ¥0.76 2.69 REU DUNE AREA G A663 ip e O 0\\ 0 0 .0 0 2.61 0- 40 93 X 17 41 2.41 X 7 2.51 00 ED t 1 FEN* P3.04 IVW (> 3000 SF)2.39 X 313 <ISOLATED VEGETATED WETLAND 3S (SEE NOTE 13) •|6 2.43 C 1 2.52 1 ,62 IVW 55 1 ,08 2967 SF 1 6 40 0 x .41 2? 213'L .'.4,····•··- 30 X 61-1 1081 1 1 EXIST. WELL 47 PR SEDv RESIDENCE :_/ti.:RE:iyel j - (PILING FNDN) -*-iST FLEL +16.Ot¢-wour OA'<tEX.....1 \ 07 USE THRUST BLOCKS AS NEC'311 # #14 f 9 4.IplN/6 OAK 300 0 X tr OAK 4 co X 956 ABANDON E> IST. '00'02,90 1?4 XUAK4 6 22-A AG LEGEND r t 8x 8 TAL BANK 0 4 0 b OAK10 x 10.50 + -1_ CO 10 9 0 10.60 , 100.0 PROPOSED SPOT ELEVATION CE R10 11 X 43 100*0 EXISTING SPOT ELEVATION x 4, 3 rf551 PROPOSED 88 8 0-01 10--0 PROPOSED CONTOUR ROP WOOD WALKWA 12.r-4 - BFORM WING , _ -g-- (PILIi,Id 71 SPACING) 100 - EXISTING CONTOUR 1 0 X 84 C x 16)86 3 11 2 0AK24 24 OAK 10 0 1 2 1151 0 tx 10.03 00 4 1 ij m 13 00 APPROX. AREA *339 / OFREDAR GROVE 8 4 05 1 140AK l'A 90 1 (3.73 X8 L 95.eclar 14 K PARKING S.L4 t EZET AREA PROP VENT WITH GUEST 83 GATE *1358 ---BUGSCREEN HOUSE H SLAB)0 7 "OAK 91 0 5' REMOVAL OF UNSUITABLE SOIL 24"0 K FLOODZONE EL 10.0'6 K REQUIRED AROUND PERIMETER OF -2.12 LEACHING FACILITY DOWN TO SUITABL EnST (TOP COASTAL BANK)X SOIL LAYER. REPLACE VITH CLEAN MEDAU D SAND. ENGINEER TO INSPECT AND RESIDENCE 0/CERTIFY REMOVAL TITLE 5 SITE PLAN x 13 x 172 X1 PROP RESERVE (1283 SF)00 LOT 101 H OF 14 K SMITH' S POINT ROAD 12 OAK 1 *E 93 0 3 IN THE TOWN OF:13 80 X r (GREAT ISLAND) WEST YARMOUTH l 4.53 1 BENCHMARK: C BAN PREPARED FOR:CHRISTIAN NOLEN & SUSAN DENNY O ELEV. 12.9' 30 0 30 60 90 lo 1 30'SCALE:FEBRUARY 25,0 DATE:2000 REVISED 5/3/00 (BLDGS, WALK, WIL) ARNE \¥1 7 REV. 8/21/00 (WEU4 RESERVE)SITE PLAN Oy H .ppy ARNE }1. REV. 9/5/00 (RESERVE)1,=30'-00 OJA.LA 1 at,ALA j'**j ** No 2634 „ A-/t - ARN't'HfbJI**a*FP.L.S.DATE : 3.1 - -·· - - 3·-- ·- ----77--7-79=Xe7=nE»13:.e K-.jECI.2, ..Hi,VOW..U'.93..Gl# -102ZZ;UNENE. L | L ' 9 STONE 1 1 AU bedroom - 1 closet H 4 <-09» EL bath / N 1 8 1 M sitting /; 'ij 1-jsecond floor / -< 1/4" - 1'-0" m m f .1 1 1 -1 1··?,3.ts,t,1' t.:71' :' 2 *--·--42?02*91337.2.0-*71 1(71 '01?1 Ift«- 2 1.73 4 5 -¢70> 4 41 31 lr' -baa t Ld -? 21 r 'b / .....,-. 441 k / I Pn 4.1 / 0 1-em==9 11§ 411bedroom B_ 1 11$ bedroom 4001 W. 4 %'.-A4 -511 ye 4 - 67 9 bedroom 4% 1% 7 study ,-M--*---*.-- -Il-Il-. below * ·' 7£'Stik«i h 1bath -1 .0 f sitting , lavatory / \10 t 3% i.:,-1 41] o o fl-.00) 1-/ 2 1 V 1 1L/-1- ,I6 1 V ,ali ™ , 33:oset L-1 y PA : f closet t 14<0· closetl :1// : L-/ ..2 t . "- terrace €t ..AY21 Ir'.26-closet f k /4 ,34 .--=m=-= closet t· -4 --4422in /k- bbedroom - , -'37 h/7 // shower*V --1 1 1.-1 -L K <Njrfu/- ' ....7 1?1 bath ff terrace arm 41 61 -i r s t f 1 0 0 r ill --<Nif1 -7\ »f.Ofi /44 \ terrace 1/4" = 1'-/n /4/ 711.-1 kitchen / *43»529**511·1 1 1 t>*A?33*ME'&#**/I:/''-:41-t.*-%<·1 1 i /111 1 i.:. i .,.·2· .· .,1111%'.1.'1>' 0 T - -41»jui m entrance laundry f r-----m -,<¢54 * -;9 1 177.,4 -1 /3 - 1/ 4 library -'91 #great room >1' istudy | | .,4 1 A- m m O 0 0 0 m m m »24*EN€.4.2:/0/-1··... ·4·./j 7\ i LI 2- )i I.El 14tt- 2 111 lAiM 413R & -< Iti#152:;ES'- 1I,. Imi*.1 garden and trellis ir·,-f iT-9 ..,...: 1 1 1"zzmzzz murphy / fox house smith's point imai / keller, inc.architect 23 March 2000 1 1 13 in ·· 7m•• I 17--#••...-lie ./,p-!. % 4 j ?12-. A' h %. (f /fp.r-41 .-0. 5 6 2 y r 6 r -r li /111 Ul n t 0 -6 f i r W, r to of hill S 0 U t h e 1 e V a t i 0 n 1/4 1 -0 Irbete .p.·alt. s .U 44 14: -6 firss fl. 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M .· 1--I -1 , ·.U _-1---LLLL.4--;.=.*...#/*....-*-*----*-m- road el.- road el·18.91 I road el.18.84 18.21 ' east elevatio n I 1/4" =1'-0" I murphy / fox house smith's point imai / keller, inc.architect 23 March 2000 K . , ,t roof peak -5$-25-roof peak 52.5 ..r• L_ r-r r I ./ and[ stuAA -12 -r·UA L - '1 144i .1*1]4R tk!- X _2 4 1/ L materials list: walls: white cedar shingles, stained with root: red cedar shingles, all maior roofs at 9:12 roof Deak. 5 % 'IN" It.73 . unt--- 1 t VV-WI .b'L-Li4&&'.--VWU exposed foundation: stone-clad concrete -'i ' .%-,AclA, 50 t,. .:4 tifte» : · *, .4- -:-i *-ra· ·:--«f©biL,U_ -1- d--_'trimi---.1,2 14-3.<1--Ili-Eaft;Elkdjit*: Eit{HW{flly-10'k - ·· - . #ijT-4#,#,i.i··4-13*·a flyll€ffI 16792x ':re>315€-3-.'. ,·" el 18.84 --'1 .-I'll'il...'.....'..'.'--'4=-'....'- ··'C ,, ":'',; , L!.11,1,1.1. r road ' ; prep; line north elevation 1/4" =1*-0' . 2 51921 4 0 n ..3 0,·2 '2. 1:40.- 'tfi·4Q' '': 0, ...........'42..t.-2.-,1.--6......1 ·+•-lz€tzZ 77Z24-4,f/'017:-I - -f. 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A ...14 N000 3 % S291 i 0 /2 92 89 0 -I 68 02 60 aw--111 1 0 ...... . N2 //- 0 M R 1 1 - . %1 1,411 0 tr-4 4 1 .- g @024 23/ \S /a '14- C NK --90\ R 8 125 \ 20 f-X. - Mil '28 24 20 W#11N- Fts* 14 *%.1 )* 1 1 18 o O , *. e\R ..%-20. r 4) 0 0. -ANKm ..1 0 ··· 8-----. -rge or 8 '16 ED hN lo .- 14 0 °2 gB " --10Cd 0 , .-8 18 16 -- 64,6.1012- = BOTTOM OF BANK10- _ STAIRS 8 --- .6 -----I ¢00 \ --- 04 TOPOGRAPHIC AS PREPARED FOR \ PLAN OF LAN D /0, ra4J -rl InIN /60 WEST YARMOUTH, MA ta) KEITH FOX / t< U 30SCALE: 1 in. =20 ft. OCTOBER 13,1999 11/2/ 4 » REGIS1ERED (508) 255-2098 tx 4-1 \ 0-9735 I Jl /r<.,h t {/ 4- (L 'rl/.1, € 4 j i , ™.-„p - ,94„r-r-MM-r•%-7 4-- /9' „- 91..4, Al 2 ·1 + ·r ' e NOTES: 1. The perimeter and topographic data used for this Preliminary Plan is based on information provided by Schofield Brothers, Inc., Professional Engineers & Land Sun/eyors, Orleans, Mass. The ground topography is derived from aerial photogrammerty augmented and verified by on-ground investigations. 2. Zoning District: R-87 3. Frontage Required: 200' (May be reduced to 50') 4. Lot Size: 10,000 S.F. (Under Provision of Single Family Cluster Subdivision) 5. Yarmouth Assessors Maps: Map No. 4, 6-17-75, Rev. Sept. 8,1988. 6. Storm drainage system to include teaching basins and trenches in the road shoulders. The structures will be sized based upon the design criteria in the subdivision rules and regulations for the Town of Yarmouth. 7. Haybales & siltation fence to be located at the limit of work. 8. For additional information RE: Resource area boundaries, see TOPOGRAPHIC PLAN OF LAND. 9. All proposed utilities to be located underground in Right-Ot-Way. 10. Existing vegetation to be preserved and augmented with similar native material. 11. Street lighting to meet minimum requirements of Town of Yarmouth. 12. This plan is for informational purposes only and is not for construction. 13. Individual wells on lots 1-4 are the preferred alternative. /€119 DRAWN BY: JAR CHECKED BY - JOB NO. GAST-3 NO.REVISION DATE 0 ISSUED FOR REVIEW 8-1-90 LEGEND: L- M " 1 APPROXIMATE BUILDING ENVELOPE .......oxlx«d APPROXIMATE AREA FOR SEPTIC SYSTEM - PROPOSED DRAINAGE STRUCTURES (INFILTRATION TRENCHES) ®APPROXIMATE LOCATION OF EXISTING / Mt-1 SALT MARSH - SEPTIC SYSTEM OR CESSPOOL ASSUMED EDGE PROPOSED 40' WIDE RIGHT-OF-WAY BORDERING VEGETATED WETLANDOF SALT MARSH ·0 APPROVED LAYOUT OF PROPOSED PROPERTY E INDARY .2 ----0,-r -5:!--.z- UNCLE ROBERTS ROAD - PROPOSED EASEMENT · . _.....1-SCSi - LAND .SUBJECT TO COASTAL STORM FLOWAGE08 / /Lof 5 9 -*A y 1 94 7.3 BOUNDARY OF SALT MARSH ANDSM7821 BORDERING VEGETATED WETLAND\>/ -f= -=.65rw. PROPOSED 10' WIDE GRAVEL ROAD -···- MHW-MEAN HIGH WATER "DEVELOPMENT PLAN" FOR SMITH'S POINT SUBDIVISION , SINGLE FAMILY CLUSTER SUBDIVISION UNCLE ROBERTS ROAD -YARMOUTH, MA. OWNER: FAYETTE SCHEUCH 54 WESTWOOD RD WEST HARTFORD, CT 06117 SCALE: 1 "= 100' 0 50 100 200 300 400 NORTH 1.m inc.Clh 6 MAPLE STREET 11 - 14 -89 NORTHBOROUGH, MA 2EVISED BY GCHOF/ELD 826 FLAGGED POINTS 81 THeouGH (508) 393-8558 CONSULTING 10 - 19 -89 12£VISED BY SCHOFfELD Olvl ENVIRONMENTAL TO SHOW HYDEOGEAPME SCIENTISTS a ' ENGINEERS LandVesr TEN POST OFFICE SQUARE, BOSTON, MA 02109 f I.22:..1r I.i /»el"F J f 7*De.qi, 4143 '0\110Nantucket Sound j *f j 0 090 \0 OPEN SPACE PROPOSED ACCESS EASEMENT TO LOT 8 r \AV l LOT 4 10- 2640Oots.Et /0-8204. \,822 r7 j PR POSE l C UNITYl WELL0 CAPPROX. LOGAITE--7 l l B4 4829 10 CEr --- 09 1 05 CV Ca 331 9 L----" LOT 30 0109 ,32 34 1012-C 15 E ASEENICD 4293 0,0 \ 1 Jqi litl 544 U HAYBALIS/ PROPOSEDH 0 PRO FIRE t f 1 A POND SM43U /O SM 4 l SM 42 SM45 0 60 V I r *A 46 011 SM 39 0 SM *A L F FgA 38 Sh/\48H 951 SM 496 ·WA E .1 Nsr xga Il 9'22< s.50 APPROXIMATE 90 5 JSM 51 <>St-oFc>W\ErDG ,EDGE OF WOODS i c.f %4 col 15 L»7656LOT QA 19 9,500 -S.F Wl %<C)\.69 2A 250 -»r.----0 LOT I ) \70,0¤. F +1 % / Uncle RobBrt's \ dove \T 41 /79*yh <2- EDGE Of--•79 i 0 SM!5,fd -4)I,·*4, Ho*,e / 0 lag,pole / Ld GNMENT AT G 0 A r» 80 -6tta 0 0- House It fi j ur f EXIS+ING /fcf,/ DRIVEWAY 75 jPROPERTfOF"'4 ELDS (POINT r SK HUSE&EXIST WELL ' B X 11 ' 40 6 1,P YARM UTH C 82 74j \ 3 10 0/dj \O 0-802/ )THEeS, j NC TO SWO W 0f & 1 ·lo f8 57, Cl 7142©UGH CIG # SM I THROUGH SM 77 0-8021 f A / i j r 1 0 62OTH E.£S, f NC D DATA. A NOTE: SOUNDINGS JAJ FEET TAKEN FE PLAN BEPEODUCED FEOM NOA CHAEr * 13 229 , EDITION 22 0 9/ 26/ 6-1 , SCALE I : 2.0,000 M LW DATUMI . h %« 1 Pond 0 -8021 Barnstable Municipal Airport 10 1 West stieet , Yarmouth e Lewis Bay 0 _t 6 Sub jct Nantucket Sound Great Island Locus Map- i AREAS UPLAND WETLAND NOTES:LOCUS MAP 1. OWNER OF RECORD : FAYETTE S. SCHEUCH REVISED JULY 25,1994 ADD EASEMENTS NOTES,0-80771 E>4:104+ A 1 111111 --W. ROAD 09, •to I •VUU 1U, .tel MANIP UMU, 6 1 UU 11 /Ledar P t,-/11.25 Acres 0.21 Acres CERT. 34218, L.C. PLAN 4075B. LOTS 1-11 2. ZONING CLASSIFICATION: R-87. .13.23 Acres 16.15 Acres 1 i LEW+S BAYLOT DIMENSION REQUIREMENTS ARE AS DETAILED LEGEND LOT 12 IN SECTION 402 OF THE ZONING BY-LAW FOR27.07 Acres 8.91 Acres OPEN SPACE CLUSTER DEVELOPMENT. C?LOCUS I C.B. FND - CONCRETE BOUND FOUND SINGLE-FAMILY CLUSTER DEVELOPMENT /£T•holl) / 4 TOTAL 41.55 Acres 25.27 Acres DIMENSION REQUIREMENTS: m S.B. FND - STONE BOUND FOUND Co MINIMUM LOT SIZE MAXIMUM NUMBER 10,000 sq.ft.L- 33 C MINIMUM LOT WIDTH 100 ft.OF DWELLING UNITS 0 1 GREAT g ,£4 - FENCE AT BUILDING LINE / 1 SLAND / </7 F ---3 - DRAINAGE EASEMENT Developable Area 23.2 Acres MINIMUM FRONT YARD 25 ft.Minimum Lot Size = 2.00 Acres = 11 Unl ts MINIMUM SIDE YARD 12 ft. MINIMUM REAR YARD 20 ft. HOUSE NUMBER Minimum Area Preserved for Open Space = 30%.MAXIMUM LOT COVERAGE 25 % b Proposed Open Space Area = 67%3 ASSESSORS SHEET 4, PARCEL Al. 4. THE LOCATION OF THE APPROXIMATE MEAN SCALE : lin. =2000 ft. HIGH WATER LINE AND CULTURAL FEATURES 0 Abc' 1-WERE LOCATED BY PHOTOGRAMMETRIC C DETAI L "C " -\THIS PLAN AND THE ACCOMPANYING 0 - NO SCALE -"BY"790' 1 MAPPING. FLIGHT DATE APRIL 3, 1985. 5. AREA "A" IS TO BE CONVEYED FROM CERTIFICATIONS DO NOT CONSTITUTE FIELDS POINT LIMITED PARTNERSHIP A CERTIFICATION OF TITLE TO THE DRIVEWY EASEMENT TO FAYETTE S.SCHEUCH.PROPERTY DISPLAYED HEREON. THE LOTS 3,8.9,10 ANDIIB ARE UNBUILDABLE OWNERS OF LOCUS AND ABUTTING LOTS.PROPERTIES ARE SHOWN ACCORDING360, /7. NO DWELLING OR UNIT SHALL BE BUILT ON TO CURRENT TOWN ASSESSORS' RECORD - ..1-.i=22.-.-.-ANY LOT WITHOUT FIRST SECURING FROM THE x .© N 56°43'29" E , -HEALTH DEPARTMENT, THE DISPOSAL WORKS 1% ij '%2441' /---0 -/CONSTRUCTION PERMIT REQUIRED FOR THE UP/and LOT 7 INSTALLATION OF A SUBSURFACE SEWAGE SYSTEM.1 CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON THE GROUND I N ACCORDAN Areo =8. FIELD TRAVERSE DATA: 1 kl r LP LOOP 1 WITH THE LAND COURT I NSTRUCT I ONS 01 ve asement 7 PRECISION:1:513,000.1989 ON OR BETWEEN MAY 30, 1985 ANI Lor J 1 --7 FEBRUARY 13, 1991. ,X 0 /0 Toial Area ERROR OF CLOSURE' S 55 37' 11" E, 0.023'.f 01 - 4>ERROR OF CLOSURE: N 63 26'06" W, 0.016 . LOOP 2 PRECISION:1.66.116.DATE'April i 1?9/ 1 Ao 0 9. LOT 3 AND It B TO BE CONVEYED WITH Il LOT 11, LOT 10 WITH LOT 4, LOT 97 1. 7 ose WITH LOT 5 AND LOT 8 WITH LOT 6.E IONAL L S VEYOR b LOT 8 9 0 41jae9 p / /¥r % 0lU0 0CD Access 41 tilfi, 0 p land Area = 2.04 A * -' +\L.t I '00,Wetland Area =4S8 0,1 Ch .Ct // 488 +44 b Total Area 2 LOT 5 e8 'jjlk,K ,f 0 rje 11 / Up I i AWetlandeOi T »A044 Ar CO Ar 1 CO U 27-41 .ir 00/7 de f E' re P0Ond . 178 e e 4/791 0 2 >lEi ,r l 0 0 -A 2-3274 788.83'4/3¢>t k r 204 .3 I).1 34'40" \N / Proposed ec>0 ijQI W- ter Easement -- b t r 20' Wide 1 Tl /941 L LA OPEN SPACE fj %Ib¥ 8 - 3 j 0t f.-175't "BY",127' + "BY'ki Gl, '9 1%' 2 -1 01 LOT 12n * 2_169 65' Tie b CO JP 9K 65 f0 .003 C 1 Up land Area = 27.07 A + 9 P toy TAy 4 6 Up land As = 0.08 A+ VV Wetland Area = 8.91 " " CO +/ 0 1' Wetland =- 8 :,W 30 Total Area =35.98 " I 0 1,P 09 r' Total --=0.23-1;17 0 *r- 21077.83 .b0 0 -270.00-,003 0 /0 Qi o lIp /4 f - 0 90 + 94 ¢D €P) // 4 , 3% 7.34 30,4, U ,£07'11 Crl 01 j LIt ro 7 , f r A 0 MeUNCLE ROBERTS COVE on High O pproximate lP 1286.66 657.87'Tie\4:.. 5 CP C'20 Cb L 15 FILE # 2826A , 90 0 20' op 43/''i 5049'11- 9 ACCESS Wide APPROVAL OF THE PLANNING BOARD 1400't "BY" 00'- 7n 4 .0 .31./e .1 1039.YARMOUTH PLANNING BOARDWATER EASEMENT SUBDIVISION PLAN t 0 DATE OF HEARING: 107.01St0 l r I. 915.Uj FOR CLERK OF THE79DATE SIGNED:TOWN OF YARMOUTH HEREBY CERTIFY THAT THE SMITHS POINT SUBDIVISION NOTICE OF APPROVAL OF THIS PLAN BY THE ':2-L=72 68 PLANNING BOARD HAS BEEN RECEIVED AND r RECORDED AT THIS OFFICE AND NO NOTICE OF CP DETAIL "A"%f YARMOUTH„MASS APPEAL WAS RECEIVED DURING THE TWENTY U 0G NO Scale DAYS NEXT AFTER SUCH RECEIPT AND C»BEING A SUBDIVISION OF LOT 1 PRECORDING OF SAID NOTICE.AS SHOWN ON L.C. PLAN 4075B01 L DATE: 00/12#FAYETTE S. SCHEUCH y i,234 7 7 YARMOUTH TOWN CLERK - OWNER - f Ar CERTIFICATE NO. 34218 041 '40,00'j,4 t SCALE: 1 IN.= 100 FT.' J lot »MARCH 27,1991LPh 10. 469,0 0 "THE CONSTRUCTION OF ALL WAYS AND THE INSTALLATION -115 001 P OF ALL MUNICIPAL SERVICES SHALL BE COMPLETED IN 74 REGISTERED f ACCORDANCE WITH THE APPLICABLE RULES AND REGULATIONS e SCHOFIELD BROTHERS, INC. ROUTE 6A - P.O. BOX 101AREA= 0.07 AC P OF THE PLANNING BOARD WITHIN EIGHT (8) YEARS FROM PROFESSIONAL ENGINEERS AND LAND SURVEYORS O- THE DATE OF DEFINITIVE PLAN APPROVAL. FAILURE TO SO COMPLETE SHALL AUTOMATICALLY RESCIND APPROVAL OF ORLEANS, MASS. 02653 Q Lf (508) 255-2098 O 0,THE PLAN." .0 0, e "THIS PLAN IS SUBJECT TO A COVENANT AND RESEARCH BY JAC DRAFTED BY JA_C AGREEMENT F I LED WITH THE REGISTRY OF DEEDS. "Feet -100 -50 0 100 200 300 DETAIL "B"FIELD CHIEF JVE CHECKED BY JAC No Scale Meters -30 -15 0 25 50 75 90 COMPUTED BY -JVE APPROVED BY JAC_ IIi 11, . / Barnstable,¢L--0-0-Municipal l Airport 1 c/West X.. 4 Yarmouth Ie -ty, 9. / - 44\ Hyannist©Z At.-' \ 10 f \ \ Lewis Bay 44 \ : p-Ii<>n X A 02 / Subject ....1 VL . .02....,I...-t'. ' 65. 1257 N i if0 Nantucket Sound i)16 / ll \\ 13/ t 4 Great ff Island Locus Map- Notes: 1. The perimeter and topographic data used for this Preliminary Plan is based on information provided by Schofield Brothers Inc. Professional Engineers and Land Surveyors, Orleans, MA. The ground topography is derived from aerial photogrammetry augmented and verified by on-ground investigations. 2. ZONING DISTRICT: R-87 3.FRONTAGE REQUIRED: 200' (MAY BE REDUCED TO 50') ® 4.LOT SIZE:10,000 S. F. (UNDER PROVISION OF SINGLEFAMILY CLUSTER SUBDIVISION) 5.YARMOUTH ASSESSORS MAPS-MAP NO. 4,6-17-75, REV. SEPT. 8,1988. 6. STORM DIRAINAGE SYSTEM TO INCLIJDE LEACHING BASING AND TRENCHES IN THE ROAD SHOULDERS. THE STRUCTURES WILL BE SIZED BASED UPON THE DESIGN CRITERIA IN THE SUBDIVISION RULES AND REGULATIONS FOR THE TOWN OF YARMOUTH. u/.4...I-/1 \. -7431«*»¥9/0 f ,..9/96'C:f..4 P .744.8 - B /'-· St'156 'Ok /, i .Uk*Ci X),ilkgi ,500 26 3. t. ? i. U ve 1 . M /4 1 * i .. :u 2 1:4. : Ati . 4·\1-16 DRAWN BY: JAR CHECKED BY JTW JOB NO. GAST-3 -N O.REVISION DATE0 ISSUED FOR PERMITS 4- 19- 90 LEGEND: APPROXIMATE BUILDING ENVELOPE :::·:S:·:·:·:·f APPROXIMATE AREA FOR SEPTIC SYSTEMm - PROPOSED DRAINAGE STRUCTURES (INFILTRATION TRENCHES) - PROPOSED PROPERTY BOUNDARY , PROPOSED 40' WIDE RIGHT-OF-WAY - PROPOSED EASEMENT i LSCSF LAND SUBJECT TO COASTAL STORM FLOWAGE SM7 B21 BOUNDARY OF SALT MARSH AND BORDERING VEGETATED WETLAND PROPOSED 10' WIDE GRAVEL ROAD --'.- MHW-MEAN HIGH WATER vaiCLantji 2,)I l(r La .17 21 2.00/SITE PLAN APPROVALL-K 1 in«*44% P WAR\Itwi L i.· 1 1 FOR SMITH POINT SUBDIVISION , SINGLE FAMILY CLUSTER SUBDIVISION UNCLE ROBERTS ROAD-YARMOUTH, MA. OWNER: FAYETTE SCHEUCH 54 WESTWOOD RD WEST HARTFORD, CT 06117 SCALE: 1 "= 100' 0 50 100 200 300 400 NORTH 1. .inc.117 If - 14 -89 2EV,SED ST GCHOF/ELD 820 FLAGGED PO)NTS 8/ THROUGH 10 -8 -89 REVISED BY SCHOFIELD , TO €HOW HYDEOG2APN·(C foAA 22- , 6 MAPLE STREET NORTHBOROUGH, MA (508) 393-8558 CONSULTING ENVIRONMENTAL SCIENTISTS a ENGINEERS LandVest TEN POST OFFICE SQUARE, BOSTON, MA 02109 249 1 9 7.3'it 035.7-342% h. 31' ft'** 8 Nantucket Sound you 0 0 l PROPOSED ACCESS 7 OPEN SPACE EASEMENT LOT 4 lo- / /j 261,0Oots.F', /' '0 // 819 L0 PR POSE[% C/t / 52-3 l C UNITYl WELL e>)8 t. 827 y825 /1 3\-lf (APPROX. LOD€.?lj,0-j t 4829 I 0813' I 05 L---+ 07 tb 30 05 (4/CB 0107 ,· , fri -LOT 30 \ 7 / «*--PRO - 12*75 3Z BG 533 1 L PROPOSED'W%*ER MAIN, 544 PROPOSEDi 065HAYBALIS / O H O SEMENT FIRE lili 4 .8zK u836 4 l ll icl 4 -SM,40. LOT 0*141 SM 42 SM45 ' /KA 39 0 1 e 6 SM 47M H 5144 ) WA E ·D··4·l \ ,iEL.L ,j Itt J Z1 09 h (LOT I f 250 0 l Uncle R04ert's L,Ove (( P GA I C _1OWIDE Iroofs, 6 ROAD 11 ,U M 27 0 4 SM 25 41 0001 S F Ghd 24 -2 LO¥ 5 b. 1 /9-7.*502 S F ' 19,tza 70 r 9,48 /hf _1 SM 17 0 I Ja ar 39 l. N AT }1 1 G / j \ )1 / f { f 250 i f C J < PROPERT«OF 1 EXIST WELL ' 1t ELDS (POIN T M FG,90 A C B4X 114 i W \YARMbUTH, NIA /1 H U/ i <742 J f'U 0-8021 0 0 0-802-1 THEeS, iNC TO SHON 1 557, Cl l-HEOUGH 06 4 SM 1 THEOUGH SM 77 r 730l \0 1 r &2OTHEES, INC SOUND C Sh / DATA lid FEET AKENNOTE. ©INGe T j 11 PLAN BE P RODUCED F 20 M K 19 CMAE * /3 229 EDITION 1 9 ' 7.6 / El , SCALE 1 20,00( N _W DATU W 1o j r 1 Pond f 0 -802, f ;1 ' C Tr /: /1% /4/FF*.f 1,.3- 49% LOCUS MAP 1 1 8 1. 3 N\ ->PROPOS 29T, 70.881 11 \JWASHED STONE 4 / 44/ f///04*f LOT Z * ... '.4. >/1/91 .0 \ \\ P\\\ LOT 2N N.loTe: . <<4 /f'< .»3 \N - 1.,47. \4 FRI GHT TO C0N51-RUG¥e :A . -t- 39ROAD /4* REQUIRECD 0--< /1 /**3<4'2:YFE4 11/%_«>fil v.001 / +1\ , //C.< 1 - N HiNBit3- %>4021_- ,Nl\C = 110.342\76,31 L 56 ENID d>PROPERTY L\KIE m E X 1 611 At G 970 41 E BOUND 27-3017 EX \ST\Al(3 De\VES 64-- -13 EX\ 61-1 NG SALT MARSM 9 y. - E. 34 I ST \Kl (G PENCE- PROPOSED ROAD CENTER LINE. 7 k /' L 7 220 POSED 20 AD\>/Af 1 7 7 1 L P2OPOSED MANBALE SICTAT\O\1 BAEERLER_- -- O - PROPOSED UNDERGROUED ELECT. 2 TEL. [-4-Ef--1 PROPOSED PRA\NAGE EASEMENT FR0P0160 GrRAVE r u, v,S.FJil):.S.a/. j 1 YARMOUTH,J MA »CALE 1 1 -O 63 0 a 1 IN. = 2000 Pr. ELECTRI CAL AblD r \ , -tJd51%0.'»2-142«PZ<=44#*/' , »- »TELEPHONE TO BE CONKIEECTED TED / \ |t 1 /,/"\ -4-r„0- - -' UF.-,,„,9,2„61v :5'*7>0--<i=<>a, ' E,(167'iNG UP POLE 02 7=' .DS Ple' \7.63 i,».i;43*-4*L._1 k:li.k,62 . ..2- erc /421- +84\0$2"+15<34*44,4 . .'\PS: PROPOSED UNDERGROUUU CABLE k J %o-u i., -.rlt.- >«1_54_ 73 ' ;.fitl. . . . I. 1 / \ \ \\6\ tAS TME CASE MAT BE AT E···tE 1-1ME r/tul j /, , .. 4 ;14 1 4 1 - e I#032/1 1 1OF CONSTITUCTIOb.1 1. - upi \\H L ALL ELEVATIONS E.EFER -TE> MGVD OF \929 .1.- 8'EKJCH'AAEK LOCATED O« 6-FOKIE BOUND AT' Pt i 4-i-_ GENERAL \107- 1#...-.' r / /163/ .Iii. J . 1, LOT li 1 r.1 ty F \ 10 FT. WIDE -TPAVEC> ROAD·WAY v : 9 \c -\w . , ' 129--- - AS PROP<DE;EV EY FTELDS ««1, I 34 -af / POINT LTD. PARTNER SHIP - \/ / i 1 1 2. FOR COK.19-FRUCT-ION TYPICAL SECOOK,1 AL\DDRANAGE DETAILS SEE 942-ET 2 02 3 3. THE Ple<DPOSEED EIG'ATD\DE- 9>TREET-LikE- 94-LALL. ALTAb THE VA:341'KA'u LIL,1\T OF= \NORLK. STA.KED-UAX, BALES SHALL BE PLA,LED ALOk:G Tki.5 1_11·'IT OP 'WORK WHERE 'Al DICATED Od THE PLA,41% Py· '04., 1-0'A>41 COKISTR'Jul- \u ACT N I.TY, 4-* FOR E:OL- l.-06 041. t; 6. 2.>t-L. L» - / *1 -9 &- \ /3 ,™ - ' i i -'f 1 * "4OPEPARED 29( IE_-P 0,0',trujl.-I 1,-·: . LOTI LOT I 5. ALL TOPOGRAPHIC INFORMATION, TYPICAL SECTION, DRAINAGE STRUCTURES, EASEMENTS AND PROPERTY LINES BY SCHOFIELD BROTHERS, INC. WORKSHEET AND PLANS X \\ ENTITLED "PLAN AND PROFILE FOR SMITH POINT ROAD, W. YARMOUTH, MA, SHEETS 1 OF 3 AND 2 OF 3, DATED 3-26-91. L-L GRADING AND HAYBALE LOCATIONS BY IEP, INC. D T 2 403, l 6. ALL DISTURBED AREAS TO BE STABILIZED WITH GRASSES OR SHRUBS AS SPECIFIED. 7. MAKE SMOOTH TRANSITION WITH GRADING AND PAVING IN UNCLE ROBERTS ROAD. PLAN OF ROADWAY 1"= 40' PLANT LIST 8. FOR COMLETE LOCATION OF RESOURCE AREAS, RELOCATED KEY:STRUCTURES AND PAVEMENT SEE SHEET 1 OF -2 (1 "=100'). DO . / 1 \ \00 3 CA TTOFC?f LEACH 2·A 14 x 32' Fl! *A. iTC ki E X> 02.42,1 ,» J ..:' DRAINAGE SWALES TO BE 9. FOR FIRE POND INFORMATION, SEE SHEET 1 OF 2. SEEDED WITH LITTLE BLUE STEM (Schizachyrizem scoparium) 1 AND OTHER GRASSES TO BE 1 DETERMINED. 1 fhi E nT 2- / 20 1 RED 6 4 BAYBERRY, BEACH PLUM AND SINS \N )SHRUB MIX To INCLUDE: // EliD OF , BEARBERRY - £6 PROPOSED TREE SPECIES AND LOCATIONS NO.REVISION DATE 1 7 k. 1 ..3) PROPOSED G d x 4 H. LEACW SCALE 4 0 0 :3 4-1 0 f.TO BE DETERMINED.JOB NUMBER 3\ \W/1 N ·14' w 449 Fl ELD Opt WAS'AED GAST-3 AS SHOWN STOkle 1 4 1 · 52·i 7%31 -Sy 9.iD .lill - 1 , 0 - A - . j ·792=239'&/../..F.:/.1./.'. IC-4.-- -25. \6 1 2- ------- --.4. -/ -- --1 --/ S -- // -- / - 1 fl --I ,ZE----'°° Me. Alec>D -----' d) 9 \9 lf' 0 + (S) 4 // .4--9 A -Ct 1- --i 0 LOT 11 f9. /U 1 . 6 i \of 51; 92 / 4/ -jo e 1452. 'Le j. L U a. 49. t. 2 211 114 2 2-4.4 48 Li , 1-0 ' i /\ / -PROPOSED CATCHEAS:kl I<11'4 = 14.4 LOT_* ..1. 2 -<- Ek[D STAXED \ 9 AY' BALE LI Ivt IT LOT 7 k---\S; \.g \DE ACCE 33 2 43-,7. N<11.1 7 41* MAX 2: 1 SLOPE \41 Cur PLAN OF ROADWAY 49 R.0. W. - COIMPACTED GRAVEL De Iv E 1,\4-d .1-0 - 39 MIN.BUFFER TO SALT MARSH C TYP. )UNCLE ROBERTS = 7. 6'-1-1 -EXCEPT WHERE COVE i NOTED ON PLANS - 2 TOPSOIL (TYP. )-- STAKED ANTBALE / WHERE SHOWN- 142/pr ceoss;rrol -peg-; /ON PLAN .i- 31 1 AX. SLOPES97?5%,42' 141 ELL L 4/7 44 DENSE GRADED STONE __ELECT. 4 TEL..4 -y/Av:6. L---U PROCESSED GRAVEL NOTE: - GeASS LINED S\NALE 5LOPES 0-31 FOR PAVED APRON AT UKO-E STOUE LINED (4* DEEP) SWALE 3 % ARD GUEATER ROBERTS ROAD, PAVEMENT STRUCTURE SHALL BE - I 1' BiTUMMOUS CONC. TreE_L= 1 0Al-22'-BITLCONC. TrPE I-1 .-_. TYPICAL SECT\Okl .BINDER 0# 12' PROCESSED DRAWN BY CHECKED BY COMPILED/ J ROYCE J T WALL DATE SHEET APRI] 1 091 2 OF 2 CLIET FAYETTE S. SCHEUCH 1 PROJECT SMITH'S POINT SINGLE FAMILY CLUSTER DEVELOPMENT PLAN TITLE 1"= 40' hi . T. S.GRAVEL.GRADING, DRAINAGE, REVEGETATION AND EROSION CONTROL PLAN CONSULTING I 6-4 ENVIRONMENTAL V 4 41 C. SCIENTISTS DRAWING NUMBER 6 MAPLE STREET 3.02 NORTHBOROUGH, MA 15081393-8558 %11 191 1 I f 11I i L-JEE *Ph'b ikE/T 1 i /-62 3 PROPOSED G.4 ><4 HV\i LE.ACH BASINIS W/ IN \42 x 231 El EL O OF O/WASWED STDN E '4%0 1 //N 2. 125,20 %1 A 1 28.959 01 49 l / Ch TA. 12 +76 \ /8 ,b SHED HAr.To BE REMOVED 1 D10 \ O Ati 1 'LL -PROPOSED TAK! KIG j P RO M Fl ELDS PO 1 k.:T LTD. PAIETKIE;29rop .} f 2>Ekl C H MARY In 2%,D/ A\TOP 33 60 U k. k -t46 AL 1 f tt 1 t t 1 j 16 I4 16 i /B t i 02 LOT 5 I8 \N 30 /4 1 hi Z N A 03/2 f LOT 10 j 9 41 »- 6 = 12° 07' 32"1 i25-00 17.707' 404T= l Ul 4/o R 15 NORTH 4T 11.11 1 1 .. 4,1 . LOCUS MAP AREAS UPLAND WETLAND ROAD 1.25 Acres 0.21 Acres 0 LOTS 1-11 13.23 Acrea 18.15 Acres LOT 12r" __ - 27.07 Acr 8.91 Acres OPEN SPACE TOTAL 41.55 Acres 25.27 Acres 4 -- " OF OVELL ING UNITS 1/ - ' MAX I WUM NUMBER ./ CIE)Developable Area 23.2 Acres- - - --- - Minimum Lot Size = 2.00 Acrea= 11 Units YAe.N SCALE : 1 IN.= 2083 FT.U In I mum Area Preserved for Open Space - 30% . 1 Proposed Open Space Area = 87%./ 4 i -' / 71 -- --- --/9/ il ------ -r-r-T-it#10 - ,\-- 4 pli 41//// Cx? , if r 11 \ *,B 2 3 -i-\> NOTES : / /9 / 6/ 16, ---54 *2-n--%%6 1 1.-- \ . E.LEWATIONS SHOWAJ R.EPEE TO NGND \929 11 1 In 71 102 19 /1 1/ . , *\c 44 2. THE -mPOGRAPHIC }NFOEMATION SHOWNI,, , - \(i)l N 2 84 /2,(4 - -3 11 e.\4) \ --1. I... ' 11 1 /S A ,OMBNATION OF ON GROUWD-JCD 24 1.-liu I I X ,(0-Ch) \ -,---=-\ -1.1 1,»// i L\-39 SURVEY AID AEEIAL MAPPING . .3. AREAS OF 100 -10-EAR FLOOD TAKEN 1 ,/'9 6926 -*-4----- ----- -------01 -9-// y /2 f X / 1 14 FLOG- INSURANCE RATE MAP C FIRM )f . .e X----%>, 1I X e / .4 1 1/ 1 / <WOR TOWN OF YARMOUTH, MA 1 1 COMMUN/TZ PANEL NO. 2500/60007 C 11x O x y< (0-1*-#bE REV/Sea JUNE /7, /986// J 4 8/ 3--2'k-1.>,8,8/ .0 0 f N e 821¥-/ 4. WH\N AND hAL\N LINE BASED ONO ·· CALCULATED -T-{DAL RANGE. r :/84.,8,/5// : \0 FROPOLE* AU.544 ,7 8; ./ i - -+822 5. FOR PROPOSED GRADING AND ROAD LAYOUT INEA*#ME+4'li/ 8/0 4 f/' <823'.RIGHT-OF -WAY SEE SHEET 2 OF 2.713 /8\4 10/ 1 ,/00 Y ./0. / '/\-241 1 1 6. FOR EROSION AND SEDIMENT CONTROL/ 0001/ 691\ 1 -_ 79407- iff C - Ii-* ,, MEASURES SEE SHEET 2 OF 2. *(PRAVT / '0825 X , 6/ 40/ c. 6.... c, ' 7. FOR REQUIRED SETBACKS SEETABLE BELOW:0 //¥\KE re. «cal -- 66'.f, j ,#84/ /: .44't?-35 16 1( cIO 94\ / 4* ) 2- 1--- -i-- - j '# .... 8,11!litiATO fh /-7 1, >c,/4827, iND \/MIN. FRONT YARD - 25 FEET IMIN. SIDE YARD -12 FEET 1 ,4 2 -- I ,AR*A '-1 r\C// / 4 MIN. REAR YARD -20 FEET9 / //40< 90 -. 10-0 84 /\:'828\ 1 ./. /' \ //7/,/84/ 8299 6 I ,f MAIDA\,84 / ' 3 \ ./ -83, .,-r . / /- .jpj#,f_J--ig,iff_147%-- --r----- --- / --- - --- ----&24 -----2 4» X#.-.-- . 7 11 LEGEND: ./ c PROP WA-rEK :taae, /fo 0 61 . .8 - EA4EMENT ': a. 7---244-.05 1 COASTAL BANK '1 -''2885 J ' .t,r &///1/» .184 4,1 a --4.2 A. 7 --_ _1 - S*80 ---3 22-' // L •CPI6 COASTAL DUNE_f - - ---6.37 /S.41.17\\ .3 4, 3,V fi,LI// .... 1 \, 4 /0, 44 2,4 ..... /. SM,;SALT MARSH04 20 448 40 -/--hqf4.... ( .8,1 BORDERING VEGETATED /71 1 « M D I·*' I %o N & 2/r; 32 WETLANDen# 1 9000 .-6 J )*) TER \0 '.%.-Al® ir[*(%4 ,/-5 -·24 ROP0512 Dock- * ..1. 13 '_---' 0 / EXISTING STRUCTURE 10 19- . 17 494 ,J /'' e 1 k..9 5 ,\ I 6 ) / 44 1 \11 to 0 4 Cb (be j ,C :k + 1. 1 , // f p 8 4 9 \ .0 '. 04 4 / 41) \«1.- - 1 4,09 -47 X / alA 'Su C x ) , - /5 5414 s* -1 --72,it-,7 . 0 EXMTINGr Dotk-L/-,L. :0i *ex se l, \ t- · . /1 .--49 0 - 3°0 - \-4.3-4--4--fir---Sl;) -O N \ ... 1 \- X .6 I - 'CBA2 -- - - -- ·N X --- .24 G. -0-6, r \01// .f SAfs 4 \ :\ i\\j \1\ 0 -4 r -0 - _ 9 - il -I..557 144'MV//1,1 X.1 I \B M. -R .·25-4 0 ' \4% 14-rl 49.3 55 1 W .AN#S#$-4 .e / -RE>P OF STONE BOUN-D .0 0 .)FA MEN -1 9067 \ 2 1 ..2 ELE V = 389 /41 -1 A* 3 / 1 -. 7 0 9,4 56' . 4 \ X . / $,5 r 10 .3 1 CDU0 29 'ENOO PRO P 193 /34*=7' '1/QARAG,E ¥1 \ SA'fli - x. 04 3L.Wrr I 1 24: 1·€4249.9 1 le' r \ \ - SMGy _ __ 4 - fR k G.,4 6 .'lk / A/\ \ ,/ UNCLE. - 0 I Z : .R.V# 1 R+·C. 4-19,1,1.=E. 044£·22:f <,0 i lic VEUR@ , x.·1 f'ditt?WA:-4. VELOPMENT PLAN l*\ -1 -Ah'.11 0\15 1 XJ h j l 443 3 L A UP 1 X \ XI t 7 i 0 0 0 X 0 0 1 X t y 0 EAR A r X 1 D 5 <MERALL DE SMITH'S POIIi 70 NT SINGLE FAMILY 7 ULUb 1 1=H uEVELOPMENT PLAN t 944 JOB NO. :GAST-3 SCALE: AS SHor 19*&09[%_ 1DRAWN BY: COMPILED/ J ROYCE CHECKED BY: J T WALL APRIL 1991 SHEET NO. 1 OF 2 Pt 0 1-0 N j ) YAR M OUTH, NlA AS PEEPARED POP_ -1.-.0 0 too .6 - FAYETTE S.r" 1 . 1I i I FEET SCALE 1 IN. = /00 FT.Ape/L TOPOGRAPHIC INFORMATION BY:SCHOF/ELD &207-HEes Rkle. EKIGINEE€jUG· 602.VE¥/NG . Pt 0 *JA//Alf-. h/GI CEAk/88£Zer 0-//GH#U¥ p PO. 800 jOI t. OBLE,445, MASS. 02653 2EV'/SED 5 10 220 ( 508 ) 255 - 2098 €ESEAPCA, ay _4.f ___ COA,1PUTED BY JV.6 - * H ---il#% DRv , NO.3.0P/Ela CHIEF -J 9 _ __ . De.4 F reD 87- - <G /4,4,2 444 _, I i 1 .i 1 ¥M.. ·410111,12:.1 11 L · /l V & '' .A-* . Ar- : lasti-4 3 4 .- 72= =- 2 44. \\ \\(V «1 X »\\ i. , 8 AYfq hit 44%41 9 ff,/ 0 ·SCH e in 7==11 10#- 459322.1.