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HomeMy WebLinkAboutEngineered Plan - 2014Q,' 40 o col 5 5 { to Loc s nO ° a � m o��Ps I COMPACTION. (15. 1 L V A 17.6 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 3.9 7., SLOPE) (_L7. 7. SLOPE) (-L-% % SLOPE) , y CALLING DIGSAFE (1-888-344-7233) AND H-20 5'0 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP FOUNDATION 13 SEPTIC TANK 3 D' BOX 3' LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF FACILITY WORK. NOT' TO SCALE 12.6' ADJUSTED GROUNDWATER *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SYSTEM A/� G� n'• UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS ASSESSORS MAP 32 PARCEL 79 SYSTE Y' DESIG `: PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5 BENEATH AND AROUND THE G -W ADJ. DATA: PROPOSED -LEACHING FACILITY. WELL: MIW 29 LOCUS IS WITHIN FEMA FLOOD ZONE „C» GARBAGE DISPOSER IS NOT ALLOWED 12. EXISTING LEACHING FACILITY SHALL BE PUMPED ZONE: B AND REMOVED OR PUMPED AND FILLED WITH CLEAN DESIGN FLOW: 2BEDROOMS @ 110 GPD 220 GPD ADJ: 2.5' SAND. - USE _A 220 GPD .DESIGN FLOW (MARCH) ZONING SUMMARY(t�-Q`� . ZONING DISTRICT: R-25 DISTRICT SEPTIC TANK: 220 GPD (2) = 440 REQUIRED PROVIDED MIN.LOT SIZE 25,000 S.F. 6,808 S.F. USE A 1500 'GAL. SEPTIC TANK MIN.' LOT FRONTAGE 150' 116.44' MIN. FRONT SETBACK 30' 30.3' LEACHING: MIN. SIDE SETBACK 15' 15.3' SIDES 220 GPD (.74) = 297 SF REQUIRED MIN. REAR SETBACK 20' 20.3' \2190 MAX. BUILDING COVERAGE 25% 14.6% 10' X 30' = 300 SF OK 11 1 36 2 BEDROOM DEED RESTRICTION 'REQUIRED 300 SF X .74 = 222 GPD OK p USE A 10' X 30' PIPE AND STONE LEACHING FIELD \ OWNER OF RECORD MINIMUM 6 DEPTH BELOW INVERT \\ JOHN J. COCHRANE 12 \ 418 'LEWIS WHARF _ CHEY BOSTON,- MA "`021TO�3911 R � \\ MA x 6 ` '� 21..06 APPROVED DATE BOARD OF HEALTH o 10. \ �� REFERENCES TEST DOLE LOGS °5' 22" A \ DEED BOOK 2372 PAGE 185 DEED BOOK 24601 PAGE 93 ENGINEER: DANIEL, A. OJALA, PE, SE - 2 � \ Q PLAN BOOK 91 _PAGE 1 �� x �N�s x .09 \ RE-ROUTE WATER WITNESS: AMY VON HONE, RS o� 2 . 2 , \ 7 LINE AS SHOWN MIN. PLAN BOOK 77 PAGE 5 22. 5 1 Q 10' FROM ANY SEPTIC PLAN BOOK 268 PAGE 47 MARCH 20, 2014 2b '3 COMPONENTS DATE: /� rn PLAN BOOK 343 PAGE 92 PERC. RATE _ < 2 MIN/INCH / \\ :\ X 20 GRAVE L CLASS SOILS If 5' REMOVAL OF UNSUITABLE SOIL REQUIRED p AROUND PERIMETER OF LEACHING FACILITY, ., x 21.7 DOWN TO SUITABLE SOIL LAYER. REPLACE _ D ¢¢. sss tg /WITH CLEAN MED. SAND, TO MEET ELEV. ELEV. / ..... .. .. ..... .. .1 80 SPECIFICATIONS OF 310 CMR 15.255(3)A 4 21.0 O» 0 4 20.3' / 2.02 ' \ 19: ::::...... ©.... / 19 80 A SL 411 1OYR 3/2 611 B LEGEND � C LS L E G E N 32" 1 OYR 6/6 18.3' 36„ 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. C 99 PROPOSED CONTOUR PERC 198.41 PROPOSED SPOT EL. M/FS TH 1 TEST HOLE 2z; 1OYR 7/3 SLOPE OF GROUND UTILITY POLE p FIRE HYDRANT 122" tiyb NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 132" 0 10.0' 128" A SL 1OYR 3/2 B LS 1OYR 6/6 C M/FS 1OYR 7/3 17 7.0, 9 PROPOSED \ Nv nie DWELLING 2........ TOP OF FNDN ) 60 - O \ EL. 22.5 ^\ / X \ 21.61 �0 \ 1 \ 0 19 J \ \ x 20' O r 2 6 k 19.42 BENCHMARK \ V " TITLE 5 SITE PLAN o �� a \ TH 2 24 0 19.99 19.23 MAG SET EL = 19.6' e OF \ 34 !� 17.3' o�� \� , � PROPOSED 4 ERNEST ROAD 6 21: ) \ � M 1r 20.9760 RE-ROUTED WATER LOT 4 ss 6,aos SF WEST YARMOUTH O �s o. PREPARED FOR NOTE: CRAWLSPACE FRONT 10' of OUR :FIRST HOME INC. 20.68 PROPOSED DWELLING HOFMgssa AT EL. 19.0 MIN. �o� DANIEL cyG� JUNE 9, 2014 o A U OJALA off 508-362-4541 �� C� MASsq�� No, 4D9i10 fax 508-362-9880 �o DANIELA. �m� ®� � downcope.com q �� 10.1' � � CIVIL � N®8 Rv��� • No. ® I! cape engineering, kc. •o 9.63 °c� G/ S T �` '' �. civil engineers Scale: 1 = 20 (9/-1/ 2 /ONAL / -� land SufveyOrS 939 Main Street (Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, PE., P.L.S. YARMOUTHPORT MA 02675 NOTES 1. DATUM IS ASSUMED /� PROFILE i GIV' 1- G SYSTEM MARK CORNERS OF �7 t7 LEACHING FIELD W/ 2. MUNICIPAL WATER IS AVAILABLE (NOT TO SCALE) REBAR SET 4" BELOW ACCESS COVERS TO WITHIN 6" OF, FIN.... GRADE GRADE INSPECTION PORT VENT W / CHARCOAL FILTER 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOL TOP OF FNDN. EL. 22.5' 2% SLOPE FILTER FABRIC ----A� 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -ID (H-20 D -BOX) 20.5' MINIMUM OF COVER .75' OVER PRECAST 18.68 FINISHED GRADE- 4" 20.0-21.01 FINISHED LOAM & SEED OR PAVE AS REO. 5. PIPE JOINTS TO BE MADE WATERTIGHT. '. .: PRECAST H-10 RISERS (TYPJ - 2'0 4"OSCH40 PVC /��\/�\/\/ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE • , PIPES LEVEL 1ST 2' / CLEAN FILL WITH 310 CMR 15.000 (TITLE 5.) \ CONNECT AND VENT .-19.32't* r 10" 1500 GAL H-10 14» 'N1 4" PERFORATED PVC 5' O C. S=0.005 O 7. THIS PLAN IS FOR PROPOSED -WORK ONLY AND 18.81'/: TEE SEPTIC TANK TEE 8.56'0 o TO BE USED FOR LOT LINE STAKING OR ANY GAS BAFFLE,, .0.10000gzo00 °^o^o °,°_ X8" 3/4"-1-1/2" DOUBLE WASHED ° jj OTHER PURPOSE. STONE LEACHING FIELD 6"DEPTH MIN BELOW INV.. ' 4' LIQ. LEVEL (ACME OR EQUAL).-, 18.53' 18.36' 1 8.35 \ ° / 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LEVEL BOTTOM o °, , °°�°�°°°° °°�°•°°�000 o� °°°"°°°°°°°°°'°g^2^�^°'°� WATERTEST b'BOX , ce� 9. COMPONENTSNOT TO BE BACKFILLED OR °°°^ °° ^' FOR LEVELNESS �r�\i�\i. CONCEALED WITHOUT INSPECTION BY BOARD OF 30.0' HEALTH AND PERMISSION OBTAINED FROM BOARD s" CRUSHED STONE OR ,MECHANICAL 22 2 -' OF HEALTH. Q,' 40 o col 5 5 { to Loc s nO ° a � m o��Ps I COMPACTION. (15. 1 L V A 17.6 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 3.9 7., SLOPE) (_L7. 7. SLOPE) (-L-% % SLOPE) , y CALLING DIGSAFE (1-888-344-7233) AND H-20 5'0 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP FOUNDATION 13 SEPTIC TANK 3 D' BOX 3' LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF FACILITY WORK. NOT' TO SCALE 12.6' ADJUSTED GROUNDWATER *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SYSTEM A/� G� n'• UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS ASSESSORS MAP 32 PARCEL 79 SYSTE Y' DESIG `: PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5 BENEATH AND AROUND THE G -W ADJ. DATA: PROPOSED -LEACHING FACILITY. WELL: MIW 29 LOCUS IS WITHIN FEMA FLOOD ZONE „C» GARBAGE DISPOSER IS NOT ALLOWED 12. EXISTING LEACHING FACILITY SHALL BE PUMPED ZONE: B AND REMOVED OR PUMPED AND FILLED WITH CLEAN DESIGN FLOW: 2BEDROOMS @ 110 GPD 220 GPD ADJ: 2.5' SAND. - USE _A 220 GPD .DESIGN FLOW (MARCH) ZONING SUMMARY(t�-Q`� . ZONING DISTRICT: R-25 DISTRICT SEPTIC TANK: 220 GPD (2) = 440 REQUIRED PROVIDED MIN.LOT SIZE 25,000 S.F. 6,808 S.F. USE A 1500 'GAL. SEPTIC TANK MIN.' LOT FRONTAGE 150' 116.44' MIN. FRONT SETBACK 30' 30.3' LEACHING: MIN. SIDE SETBACK 15' 15.3' SIDES 220 GPD (.74) = 297 SF REQUIRED MIN. REAR SETBACK 20' 20.3' \2190 MAX. BUILDING COVERAGE 25% 14.6% 10' X 30' = 300 SF OK 11 1 36 2 BEDROOM DEED RESTRICTION 'REQUIRED 300 SF X .74 = 222 GPD OK p USE A 10' X 30' PIPE AND STONE LEACHING FIELD \ OWNER OF RECORD MINIMUM 6 DEPTH BELOW INVERT \\ JOHN J. COCHRANE 12 \ 418 'LEWIS WHARF _ CHEY BOSTON,- MA "`021TO�3911 R � \\ MA x 6 ` '� 21..06 APPROVED DATE BOARD OF HEALTH o 10. \ �� REFERENCES TEST DOLE LOGS °5' 22" A \ DEED BOOK 2372 PAGE 185 DEED BOOK 24601 PAGE 93 ENGINEER: DANIEL, A. OJALA, PE, SE - 2 � \ Q PLAN BOOK 91 _PAGE 1 �� x �N�s x .09 \ RE-ROUTE WATER WITNESS: AMY VON HONE, RS o� 2 . 2 , \ 7 LINE AS SHOWN MIN. PLAN BOOK 77 PAGE 5 22. 5 1 Q 10' FROM ANY SEPTIC PLAN BOOK 268 PAGE 47 MARCH 20, 2014 2b '3 COMPONENTS DATE: /� rn PLAN BOOK 343 PAGE 92 PERC. RATE _ < 2 MIN/INCH / \\ :\ X 20 GRAVE L CLASS SOILS If 5' REMOVAL OF UNSUITABLE SOIL REQUIRED p AROUND PERIMETER OF LEACHING FACILITY, ., x 21.7 DOWN TO SUITABLE SOIL LAYER. REPLACE _ D ¢¢. sss tg /WITH CLEAN MED. SAND, TO MEET ELEV. ELEV. / ..... .. .. ..... .. .1 80 SPECIFICATIONS OF 310 CMR 15.255(3)A 4 21.0 O» 0 4 20.3' / 2.02 ' \ 19: ::::...... ©.... / 19 80 A SL 411 1OYR 3/2 611 B LEGEND � C LS L E G E N 32" 1 OYR 6/6 18.3' 36„ 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. C 99 PROPOSED CONTOUR PERC 198.41 PROPOSED SPOT EL. M/FS TH 1 TEST HOLE 2z; 1OYR 7/3 SLOPE OF GROUND UTILITY POLE p FIRE HYDRANT 122" tiyb NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 132" 0 10.0' 128" A SL 1OYR 3/2 B LS 1OYR 6/6 C M/FS 1OYR 7/3 17 7.0, 9 PROPOSED \ Nv nie DWELLING 2........ TOP OF FNDN ) 60 - O \ EL. 22.5 ^\ / X \ 21.61 �0 \ 1 \ 0 19 J \ \ x 20' O r 2 6 k 19.42 BENCHMARK \ V " TITLE 5 SITE PLAN o �� a \ TH 2 24 0 19.99 19.23 MAG SET EL = 19.6' e OF \ 34 !� 17.3' o�� \� , � PROPOSED 4 ERNEST ROAD 6 21: ) \ � M 1r 20.9760 RE-ROUTED WATER LOT 4 ss 6,aos SF WEST YARMOUTH O �s o. PREPARED FOR NOTE: CRAWLSPACE FRONT 10' of OUR :FIRST HOME INC. 20.68 PROPOSED DWELLING HOFMgssa AT EL. 19.0 MIN. �o� DANIEL cyG� JUNE 9, 2014 o A U OJALA off 508-362-4541 �� C� MASsq�� No, 4D9i10 fax 508-362-9880 �o DANIELA. �m� ®� � downcope.com q �� 10.1' � � CIVIL � N®8 Rv��� • No. ® I! cape engineering, kc. •o 9.63 °c� G/ S T �` '' �. civil engineers Scale: 1 = 20 (9/-1/ 2 /ONAL / -� land SufveyOrS 939 Main Street (Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, PE., P.L.S. YARMOUTHPORT MA 02675