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Home My WebLink About83-2015 - Site Plan 2-5LEGEND -_ 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. THi TEST HOLE 2Z; SLOPE OF GROUND rQ� UTILITY POLE '�y FIRE HYDRANT \\ NOTE: NOT ALL SYMBOLS MAY APPEAR INN\ WING O NOTES dJ 1. DATUM IS NAVD88 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-20 5. PIPE JOINT$ TO BE MADE WATERTIGHT. 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR (SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF TALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSl IITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING TEACHING FACILITY SHALL BE PUMPED AND REMOVED OR (PUMPED AND FILLED WITH CLEAN SAND. 13. GUTTERS AND DOWNSPOUTS TO ROOF DRYWELLS FOR ALL ROOF AREAS REQUIRED. CONTRACTOR TO COORDINATE DOWNSPOUT LOCATION WITH ARCHITECT. 14. FLOOD RESISTANT FOUNDATION DESIGN WITH CRAWLSPACE SLAB AT OR ABOVE LOWEST ADJACENT GRADE REQUIRED, PROVIDE SMARTVENTS ON SIDE AND FRONT ONE PER 250 SF OF ENCLOSED AREA, VENTS TO BE WITHIN ONE FOOT OF FINISHED GRADE/CRAWLSPACE GRADE. ALL UTILITIES SERVICING BUILDING TO BE ELEVATED ABOVE FLOOD ZONE ELEVATION 11. ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP -- \ INV. IN 7.5' I *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND MAP 51 I I ELEVATIONS PRIOR TO INSTALLING ANY PARCEL 103 �� I JESSIES LN. I PORTION OF SEPTIC SYSTEM (KA,CZOR) TOP FO 1 I 1 1 U1 I 4'SCH40 1 � I n ♦1 Col ATI Al O � PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO FIN. GRADE = MINIMUM .75'1OF COVER OVI PRECAST H-10 SYSTEM PROFILE (NOT TO SCALE) 2" PEASTONE.OR GEOTEXTILE FILTER FABRIC OVER STONE NOTE- 2" MIN. WALL RISERS (TYP.) THICKNESS REOUTA 2'0 4"0SCH40 PVC PROP. TEE 2" DOUBLE -WASHED PI PIPES LEVEL IST 2' OR GEOTEXTILE FABRIC ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. 27 SLOPE REQUIRED OVER SYSTEM 1 100% RESERVE I ...... 7.78' f0" z4' TEE 7.53' 1 TEE IEE TT1 Q o 0000000 � CIS BVRE ' GAS @qFF /�F o 0000000 2.W2 '- on 10SCLL COMPy¢•<V 9.28' 14.2 o 0" 2000GAL H-20 Ip SEPT: TANK O..O...O .O ...O O.. O ..:0 O OO C 4' U. LEVEL 0 0 0 0 0 0 0 0 0 0 0 0 ACMEOR EQUAL 0000 On Don O 0'00'0 000n00n0 ono on00n 0C 3 DWELLING TUF-TITS EF -4 EFFLUENT FILTER 0 (OR EQUAL) - W/MOLDED IN GAS NOTE: FLOODZONE DESIGNED F)UNDATIONS BY OTHERS DEFLECTOR 6" CRUSHED STONE OR MECHANICAL 3 COMPACTION. (15.221 [21) PROP. VENT WITH CHARCOAL FILTER - AND BUGSCR£EN (FINAL PLACEMENT BY (� 7. SLOPE) CONTRACTOR WITH HOMEOWNER (-!-% SLOPE) I CONSULTATION) DWELLING FOUNDATION 80 \ 1 10.0' SEPTIC TANK - 3' - PUMP - GARAGE FOUNDATION - 53'. CHAMBER ARAGE OFF�EzvPP� � � WATERTIGHT COVER TO GRADE (H-201 PROVIDE QUICK DISCONNECT FOR PUMP/ -a- / \ 10- 41 0 PROPOSED 6 1 BEDROOM DWELLING 4/ .TOP OF FND. 13.0 / " PRESSURE LINE TO PC �� / FFLR EL. 14.0 !y CRAWLSPACE EL. 9.0 ALARM ON 1215 GAL.+ SLOPE TO DRAIN BACK \ RESERVE FLOAT SWITCH 0.25" WEEP HOLES r L PUMP ON \ MAP 51 0 /\L S TTINGS: CHECK VALVE 7" WORKING RANGE 6 MYERS SRM 4 \ PARCEL 105 d �v 7" SUBMERSIBLE 4/10 HP PUMP (COLEMAN) 12" SYSTEM (OR EQUAL) / 000 00000 0 0 000000 0000 0 0 0 0000 PUMPNQTCHAMBER TO SCALE) WATERPROOF/WATERTIGHT NOTE: 5.3' LIQUID LEVEL off 508-362-4541 f" 508-362-9880 downcape.com down cape engineering, inc" civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE #(115-013 EXISTING RIVERFRONT DISTURBANCE (PER BSC PUN PROP MITIGATION AREA: 40001 SF Ot SF MAP 51 PARCEL p/o 102 F 14" OAK "9 11, '�42' OF 4" PVC SET AT .005 SLOPE -1 ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE H-20 D'80X WATER TEST D'BOX FOR LEVELNESS H-20 75'- D' BOX (-L-% SLOPE) - 13' ADJUSTED G -W ELEV. 3.3' LEAC-IING FACILITY SYSTEM DESIGN: 5' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 8 BEDROOMS 0 110 GPD = 880 GPD USE A 880 GPD DESIGN FLOW SEPTIC TANK: 880 GPD (2) = 1760 (FIRST COMPARTMENT) 880 GPD (1) = 880 (SECOND COMPARTMENT) 1760 + 880 = 2640 GAL. REQUIRED USE A 3000 GAL. DUAL COMPARTMENT SEPTIC TANK LEACHING: SIDES: N/A BOTTOM 42 x 30 (.74) = 932 GPD TOTAL: 1260 S.F. 932 GPD USE 42' x 30' LEACH FIELD OF 4" PERF. SCH. 40 PVC IN DOUBLE WASHED STONE , MA DATE BOARD OF HEALTH y 10 v j t�x' ;�.,, ROI E b W ltQ?� JIF \ 40 19�01 00 40 xe �� /! em TOTALS � �3 " W� � . W \ � hON 10,6301 SF �° 6.0201 SF 16,650-± SF % \ 3912 OFj PERV. AREA ,,S/ EXISTING Abp 64361, F DWELLING , ' " ` " ' �(P 26041 SF Y CG / 40001 SF o �� . " / �G 17,028 SF PROPOSED �/�5��/�� i BENCHMARK. TOP11OF CEMENT BOUND ELEV 85 NAVD88 r DATE DANIEL A. OJALA, P.E., P.L.S. GRADE 100' 212 LAWN AREAS 74301 SF 32001 SF MULCH AREAS 6001 SF 54201 SF TOTALS: DISTURBANCE. ZONING: RS -40 PROPOSED R/VERRONT PROP. HOUSE/DECK 0 SF 3618 SF PATIO & SPA 0 SF 208, SF WALKWAY 0 SF 86 5F TOTALS: . 3912 SF LAWN AREAS 4470 1 SF 19661 SF MULCH AREAS 600 1 SF 20041 SF PROP MITIGATION AREA: 40001 SF Ot SF MAP 51 PARCEL p/o 102 F 14" OAK "9 11, '�42' OF 4" PVC SET AT .005 SLOPE -1 ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE H-20 D'80X WATER TEST D'BOX FOR LEVELNESS H-20 75'- D' BOX (-L-% SLOPE) - 13' ADJUSTED G -W ELEV. 3.3' LEAC-IING FACILITY SYSTEM DESIGN: 5' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 8 BEDROOMS 0 110 GPD = 880 GPD USE A 880 GPD DESIGN FLOW SEPTIC TANK: 880 GPD (2) = 1760 (FIRST COMPARTMENT) 880 GPD (1) = 880 (SECOND COMPARTMENT) 1760 + 880 = 2640 GAL. REQUIRED USE A 3000 GAL. DUAL COMPARTMENT SEPTIC TANK LEACHING: SIDES: N/A BOTTOM 42 x 30 (.74) = 932 GPD TOTAL: 1260 S.F. 932 GPD USE 42' x 30' LEACH FIELD OF 4" PERF. SCH. 40 PVC IN DOUBLE WASHED STONE , MA DATE BOARD OF HEALTH y 10 v j t�x' ;�.,, ROI E b W ltQ?� JIF \ 40 19�01 00 40 xe �� /! em TOTALS � �3 " W� � . W \ � hON 10,6301 SF �° 6.0201 SF 16,650-± SF % \ 3912 OFj PERV. AREA ,,S/ EXISTING Abp 64361, F DWELLING , ' " ` " ' �(P 26041 SF Y CG / 40001 SF o �� . " / �G 17,028 SF PROPOSED �/�5��/�� i BENCHMARK. TOP11OF CEMENT BOUND ELEV 85 NAVD88 r DATE DANIEL A. OJALA, P.E., P.L.S. GRADE LOCUS MAP NOT TO SCALE 4 ASSESSORS MAP 51 PARCEL p/o 102 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11 AND ZONE X 0 ON COMMUNITY PANEL #25001CO587J DATED JULY 16, 2014 LS ZONING: RS -40 LS SETBACKS: 30 FRONT /20 SIDE /20 REAR REFERENCES: PL BK 649 PAGE 71 7" on o . Old o 5 C,� hose LS � cGe A J 4 � 30' 1OYR 5/6 9.3� 36" 1OYR 5/6 9.0' e rn � Morn. o 0 � i ow i 0ou � o � N � rn Q Nantucket Sound LOCUS MAP NOT TO SCALE 4 ASSESSORS MAP 51 PARCEL p/o 102 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11 AND ZONE X 0.2% AS SHOWN ON COMMUNITY PANEL #25001CO587J DATED JULY 16, 2014 LS ZONING: RS -40 LS SETBACKS: 30 FRONT /20 SIDE /20 REAR REFERENCES: PL BK 649 PAGE 71 TEST HOLE LOGS ENGINEER: DAVID MASON WITNESS: AMY VON HONE, RS (YARMOUTH) DATE: 1/16/13 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 0" 4 ELEV. 11.8' p" ELEV. 12.0' A A LS LS 1OYR 2/2 1OYR 2/2 7" 7" B B LS LS 30' 1OYR 5/6 9.3� 36" 1OYR 5/6 9.0' C C PERC FS FS 2.5Y 6/2 2.5Y 6/2 123" 1 1.6' 131 NO GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED 0 127" EL. 1.4' GROUNDWATER ADJUSTMENT DATA; WELL: MIW 29 ZONE: A ADJUSTMENT: 1.9' (JANUARY) SITE PLAN OF #4 JESSIES LANE SOUTH YARMOUTH, MA PREPARED FOR William & Mary Lou Jackson DATE: FEBRUARY 5, 2015 Scele:1"= 20' 0 10 20 30 40 50 FELT 15-013 JACKSON.DWG