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HomeMy WebLinkAbout125 Pawkannawkut Drive Site Plan 51OJq_ q 0 1 FIRST FLOOR MIN. ELEV. 12.0' SYSTEM PROFILE ACCESS COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 10.6 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2' PROPOSED 1504_ %/ - GALLON SEPTIC g,4¢' _ 8.69' TANK (H- 110 ) GAS �� 8.08' o BA FLE 8.32' 8.15' -•- MIN�$ ( ? SLOPE) �6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [23) DEPTH OF FLOW 4 ( % SLOPE) (� % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE SIZES: INLET DEPTH 10 OUTLET DEPTH = 14 FOUNDATION- 14' SEPTIC TANK 12' 0' BOX g' LEACHING FACILITY 5.6 1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 6,3x.7 Z AROUND PERIMETER OF SYSTEM DOWN TO 6.3 7 SUITABLE SOIL LAYER. REPLACE WITH CLEAN s.3 y MEDIUM SAND. ENGINEER TO INSPECT AND 8:5' o� 7.5' If 5' USE ADJ. WATER ELEV. AT 2.5' (TIDALLY INFLUENCED) TEST HOLE LOGS ENGINEER: ARNE H. OJALA, PE WITNESS: AMY VON HONE, RS DATE: 3/3/99 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. n" I 6.4' LEGEND 12" SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 100.0 PROPOSED SPOT ELEVATION DESIGN FLOW: 3_ BEDROOMS (1 10 GPD) _. 330 GPD 100x0 EXISTING SPOT ELEVATION USE A 330 GPD DESIGN FLOW 100 PEAT SEPTIC TANK: 330 GPD ( 2 ) = 660 120" CONTOUR -3.6 zt_PROPOSED C USE A 1500 GALLON SEPTIC TANK - loo- EXISTING CONTOUR LEACHING: 144" N/A SIDES 30 x 15 (.74) - 333 BOTTOM: TOTAL: 450 S.F. 333 GPD USE 2 ROWS OF 4 STANDARD INFILTRATORS WITH 3' STONE AT SIDES 3.3' BETWEEN ROWS AND 2.5' AT ENDS BOARD OF HEALTH , MA APPROVED DATE 1OJq_ q 0 1 FIRST FLOOR MIN. ELEV. 12.0' SYSTEM PROFILE ACCESS COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 10.6 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2' PROPOSED 1504_ %/ - GALLON SEPTIC g,4¢' _ 8.69' TANK (H- 110 ) GAS �� 8.08' o BA FLE 8.32' 8.15' -•- MIN�$ ( ? SLOPE) �6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [23) DEPTH OF FLOW 4 ( % SLOPE) (� % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE SIZES: INLET DEPTH 10 OUTLET DEPTH = 14 FOUNDATION- 14' SEPTIC TANK 12' 0' BOX g' LEACHING FACILITY 5.6 1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 6,3x.7 Z AROUND PERIMETER OF SYSTEM DOWN TO 6.3 7 SUITABLE SOIL LAYER. REPLACE WITH CLEAN s.3 y MEDIUM SAND. ENGINEER TO INSPECT AND 8:5' o� 7.5' If 5' USE ADJ. WATER ELEV. AT 2.5' (TIDALLY INFLUENCED) TEST HOLE LOGS ENGINEER: ARNE H. OJALA, PE WITNESS: AMY VON HONE, RS DATE: 3/3/99 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. n" I 6.4' ROv'(R 2� SITE LOCUS LEWIS SOUND POND NANTUCKET LOCUS MAP SCALE: NTS ASSESSORS MAP 25 PARCEL 28 ZONING DISTRICT: R-25 YARD SETBACKS: FRONT = 3D' SIDE = 15' REAR = 20' PLAN REF. - FLOOD ZONE: Al2 ELEV. 12 F 6.2 � CERTIFY REMOVAL _ f 72 NOTES: I� F LOT 7A 1. DATUM IS NGVD EXISTING t 2. MUNICIPAL WATER IS AVAILABLE HOUSE 6, 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Ij '�C' 6t, 7. u, , ( BR EXIST. DWELL. TO BE 7' 1 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 REMOVED AND DISPOSED( ss �� PAVED 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1 ` AT AN APPROVED SITE FNCIE --�' �% -!•"'r DRIVE I © ; If 62', (REMOVE) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. i za / ,1 ENVIRONMENTAL CODE TITLE V. r 0 0, '',. / 554 i7 7.5 7 . 7 i ,,. _ i t 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE i\t ' PROP. CONCRETE RETAINING WALL AT ELEV. 8.5' USED FOR LOT LINE STAKING. 7.2 7 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT -4 �'S.� O 10.6' t 4' FROM BOARD OF HEALTH. D 7.z I �, - r4 5 i I i. 1 6. 1 BENCHMA K CONTRACTOR A RESPONSIBLE FOR VERIFYING THE 10 CONTRA SHALL BE 17 . ,. . _..,,.._ z._.. _-. . .. _UTILITIES.,P R,0l. !N1FPG 11 I 1, I f 1 A j 20 EGE D= s.8t TO CUMMENCEMENT OF WORK 11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM I� 12. DRYWELLS/TRENCHES REQUIRED FOR ROOF RUN-OFF s� -tom PROPOSED DRIVEWAY X0.9- 1 7.9 7. q.0 ,;� Via•" i 6.2 ,6 O itI 53' i v� 6.4 ' 1 /2.S LOT 5A 7 vo ala % �. SITE PLAN J-1.4 �'1 13,900 SF± N 6s ;1 OF J 1 J a s 0.32 ACRE± I ; 1 I I r 1 t 74 #125 PAWKANNAWKUT DRIVE x ...._ 5$ l �''OCKPDf FENCE,ACCESS STEPS b' p X IN THE TOWN OF: 1 i 7U, PROP. DWELLING (SOUTH) YARMOUTH (I 75MIN. FIRST FLOOR ELEVATION = 12.0' SHED PREPARED FOR: BONNIE BROWNING I f Vii% ,�I I ( / 20 0 20 40 60 i I - EXISTING HOUSE ;� l�✓ -r% 0 - __ s.s SCALE: 1., = 20' DATE: JUNE 21, 2001 Z o00 5 LOT 5A 4- to 7-0 - ?a p a 6 r -A 6.8 %N OF1 4tJ'`1'i OF A EXISTING - - PVINYL AND N'ASTIC - - � GJAL HOUSE - 6 MIL POLY _ AHNE of IINk H ��' EL. 8.5' 9'10 ON INSIDE OF RETAINING WALL_ OJAt/ _ S �r .y N0. .6346 4 ?I C1% it ci Ff REQUIRED INSPECTIONS AND CERTIFICATIONSJO "` 4' 71 1, w wy frk� _ / 1, ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS ARNE H. OJALA, P. „ P.L.S. DATE (6) #3 BARS CONT. FOa COMPLETE. HORIZONTAL REINFORCEMENT 2. ENGINEER SHALL STAKE FOOTING ;PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING OF WALL EL. 6.3' A. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY o DEPOSITED #3 BARS 16" O.C. FOR VERTIC4L 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS REINFORCEMENT _ AFTER INSTALLATION ENGINEER. SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT THE RETAINING WALL AND SEPTIC .SYSTEM HAVE 6" BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED PLAN. 4.3' BASE EL t,rr SAND&GRAVEL FILL to.506-362-9881 off 506 362-9660 COMPACTED down cape engineering, inc. CONC. RET. WALL (NTS) CIVIL. ENGINEERS LAND SURVEYORS 939 main st. yarmQuth, ma 02675 LOAM FILL 12" SAND FILL 72" OBS, WATER 0.4' PEAT 120" -3.6 C MS 144" ROv'(R 2� SITE LOCUS LEWIS SOUND POND NANTUCKET LOCUS MAP SCALE: NTS ASSESSORS MAP 25 PARCEL 28 ZONING DISTRICT: R-25 YARD SETBACKS: FRONT = 3D' SIDE = 15' REAR = 20' PLAN REF. - FLOOD ZONE: Al2 ELEV. 12 F 6.2 � CERTIFY REMOVAL _ f 72 NOTES: I� F LOT 7A 1. DATUM IS NGVD EXISTING t 2. MUNICIPAL WATER IS AVAILABLE HOUSE 6, 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Ij '�C' 6t, 7. u, , ( BR EXIST. DWELL. TO BE 7' 1 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 REMOVED AND DISPOSED( ss �� PAVED 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1 ` AT AN APPROVED SITE FNCIE --�' �% -!•"'r DRIVE I © ; If 62', (REMOVE) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. i za / ,1 ENVIRONMENTAL CODE TITLE V. r 0 0, '',. / 554 i7 7.5 7 . 7 i ,,. _ i t 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE i\t ' PROP. CONCRETE RETAINING WALL AT ELEV. 8.5' USED FOR LOT LINE STAKING. 7.2 7 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT -4 �'S.� O 10.6' t 4' FROM BOARD OF HEALTH. D 7.z I �, - r4 5 i I i. 1 6. 1 BENCHMA K CONTRACTOR A RESPONSIBLE FOR VERIFYING THE 10 CONTRA SHALL BE 17 . ,. . _..,,.._ z._.. _-. . .. _UTILITIES.,P R,0l. !N1FPG 11 I 1, I f 1 A j 20 EGE D= s.8t TO CUMMENCEMENT OF WORK 11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM I� 12. DRYWELLS/TRENCHES REQUIRED FOR ROOF RUN-OFF s� -tom PROPOSED DRIVEWAY X0.9- 1 7.9 7. q.0 ,;� Via•" i 6.2 ,6 O itI 53' i v� 6.4 ' 1 /2.S LOT 5A 7 vo ala % �. SITE PLAN J-1.4 �'1 13,900 SF± N 6s ;1 OF J 1 J a s 0.32 ACRE± I ; 1 I I r 1 t 74 #125 PAWKANNAWKUT DRIVE x ...._ 5$ l �''OCKPDf FENCE,ACCESS STEPS b' p X IN THE TOWN OF: 1 i 7U, PROP. DWELLING (SOUTH) YARMOUTH (I 75MIN. FIRST FLOOR ELEVATION = 12.0' SHED PREPARED FOR: BONNIE BROWNING I f Vii% ,�I I ( / 20 0 20 40 60 i I - EXISTING HOUSE ;� l�✓ -r% 0 - __ s.s SCALE: 1., = 20' DATE: JUNE 21, 2001 Z o00 5 LOT 5A 4- to 7-0 - ?a p a 6 r -A 6.8 %N OF1 4tJ'`1'i OF A EXISTING - - PVINYL AND N'ASTIC - - � GJAL HOUSE - 6 MIL POLY _ AHNE of IINk H ��' EL. 8.5' 9'10 ON INSIDE OF RETAINING WALL_ OJAt/ _ S �r .y N0. .6346 4 ?I C1% it ci Ff REQUIRED INSPECTIONS AND CERTIFICATIONSJO "` 4' 71 1, w wy frk� _ / 1, ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS ARNE H. OJALA, P. „ P.L.S. DATE (6) #3 BARS CONT. FOa COMPLETE. HORIZONTAL REINFORCEMENT 2. ENGINEER SHALL STAKE FOOTING ;PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING OF WALL EL. 6.3' A. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY o DEPOSITED #3 BARS 16" O.C. FOR VERTIC4L 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS REINFORCEMENT _ AFTER INSTALLATION ENGINEER. SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT THE RETAINING WALL AND SEPTIC .SYSTEM HAVE 6" BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED PLAN. 4.3' BASE EL t,rr SAND&GRAVEL FILL to.506-362-9881 off 506 362-9660 COMPACTED down cape engineering, inc. CONC. RET. WALL (NTS) CIVIL. ENGINEERS LAND SURVEYORS 939 main st. yarmQuth, ma 02675