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HomeMy WebLinkAbout83 Old Hyannis Rd Site PlanTOP FNDN. AT EL. 80.0' ACCESS COVERS TO WITHIN 6" MINIMUM .75' OF COVER SEPTIC PROFILE )F FIN. GRADE (NOT TO SCALD IN PECTION PORT WITHIN 3' GRADE ACCESS COVER (WATERTIGHT) TO MARK WITH MAGNETIC TAPE OR EQUIVALENT. )VER PRECAST WITHIN 6" OF FlN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 78.0 - 79.0 RUN PIPE LEVEL 2" DOUBLE WASE PEASiONE 0° yy h 77.0' FOR FIRST 2' FILTER FABRI PROPOSED 1500 /OR / 0 //00N iy 0ti� GALLON SEPTIC 7 . ' 76.6 TANK (H- 10) GAS 75.5 BAFFLE 75.67 (-2-% SLOPE) \__6' CRUSHED STONE OR MECHANICAL ( \ 1 I COMPACTION. (1$.221 [2]) \'N J I II DEPTH OF FLOW 4' ( 1 % SLOPE) (- % SLOPE) INLET DEPTH 10„ OUTLET DEPTH 14" I6 ' 1' Iltt I/ Ir I Il I i FOUNDATION- 20' -I SEPTIC TANK 44' ,I 1 tre I I r0 /x 0 /j \ 84---------- \\ e5,- REMOVAL OF UNSUITABLE SOIL REQUIRED DOWNTO AROUND PERIMETER SUITABLE SOIL LAYER (TOC2 TY, 16' I I LAYER). REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) TH `\ H \ ( I I ! ! 1 ob I 89' V \ / o \ /3 1TH1 \�..YO,© N Y / I 79.2' / /� / / J / N� IgY� \ \ \ 1 , 0 26.25' LLJ I 1 y 01 �Q 4.00' 4.00' 22.2' 2� I�• PER I1� � PROP. DWELL.0 I \\ (/ // / // / // / / rTF = 80.0' / ( ( / / / { / /. / h ELEC. HANDBOX o .2' / / // / / / (� // IIIJ 1 / I TEL. & CATV RISERS I 3/4" TO 1 1/2" DOUBLE WASHED STONE 12' LEACHING FACILITY SEPTIC DESIGN: 6.17' BOTTOM TH 1 EL. 67.0' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 614 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMDERS (ACME OR EQUAL) WITH 4 STONE AT ENDS AND 4' AT SIDES APPROVED MA DATE BOARD OF HEALTH /200' PAVED LOT 2A °A 1 / I / ! 1 I I �ti //� �< ,/ /� DRIVE Il / I GARAGE / / 4f / , / / / / �Lo _/F/�/11 BENCH MARK -HYDRANT °' ON TAG# 2068 EL. I � POP. RET. 2WALLS asLL ear 1f l I ._ T ------- BSI -----r ,66-1-------------- -- l / / I / / / / // ' / /'^� /° I // a ; _ ---------------- ATE E EASEME 372.50,/ 1 / - I mss\ .."•.,,,'.-., / / / 11 ' I / / / / }��----- _- ------------------------ E - \- ----- -- 63 - II L-1��K�- / \ i EXIST.WALL 1 I PROP. RET. WALL w �, } t } �� I ELEC. TRANSFORMER I o Co I } �/ AND METER a. I Z Z a p N rNz /�� TEL. &CAN RISERS LEGEND I QN I ' 100.0 PROPOSED SPOT ELEVATION I 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - - - EXISTING CONTOUR NOTES 1. DATUM IS APPROXINA'E N.G.V.D. 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. B. 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 VERIFYING THE LOCUS IS WITHIN FEMA FLOOD ZONE C DENNIS R•R. MINIMUM YARD SETBACKS* PONDr% r --i FRONT - 30 FT. SIDE - 20 FT. LOCUS MID CAPE � EXIT 7 HIGHWAY _ RT.6 *VERIFY WITH BUILDING DEPARTMENT TEST HOLE LOGS ENGINEER: MICHAEL FARIA, SE 3/4" TO 1 1/2" DOUBLE WASHED STONE 12' LEACHING FACILITY SEPTIC DESIGN: 6.17' BOTTOM TH 1 EL. 67.0' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 614 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMDERS (ACME OR EQUAL) WITH 4 STONE AT ENDS AND 4' AT SIDES APPROVED MA DATE BOARD OF HEALTH /200' PAVED LOT 2A °A 1 / I / ! 1 I I �ti //� �< ,/ /� DRIVE Il / I GARAGE / / 4f / , / / / / �Lo _/F/�/11 BENCH MARK -HYDRANT °' ON TAG# 2068 EL. I � POP. RET. 2WALLS asLL ear 1f l I ._ T ------- BSI -----r ,66-1-------------- -- l / / I / / / / // ' / /'^� /° I // a ; _ ---------------- ATE E EASEME 372.50,/ 1 / - I mss\ .."•.,,,'.-., / / / 11 ' I / / / / }��----- _- ------------------------ E - \- ----- -- 63 - II L-1��K�- / \ i EXIST.WALL 1 I PROP. RET. WALL w �, } t } �� I ELEC. TRANSFORMER I o Co I } �/ AND METER a. I Z Z a p N rNz /�� TEL. &CAN RISERS LEGEND I QN I ' 100.0 PROPOSED SPOT ELEVATION I 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - - - EXISTING CONTOUR NOTES 1. DATUM IS APPROXINA'E N.G.V.D. 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. B. 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 VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS MAP TO COMMENCEMENT OF WORK. NOT TO SCALE 11. CONTRACTOR RESPONSIBLE FOR ALL EROSION CONTROL, ASSESSORS MAP 94 PARCEL 3.1 EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >10%. LOCUS IS WITHIN FEMA FLOOD ZONE C DENNIS R•R. MINIMUM YARD SETBACKS* PONDr% FRONT - 30 FT. SIDE - 20 FT. LOCUS MID CAPE � EXIT 7 HIGHWAY _ RT.6 *VERIFY WITH BUILDING DEPARTMENT LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS MAP TO COMMENCEMENT OF WORK. NOT TO SCALE 11. CONTRACTOR RESPONSIBLE FOR ALL EROSION CONTROL, ASSESSORS MAP 94 PARCEL 3.1 EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >10%. 204" 1 67.0' 180" J 69_0' 156" 69.0' NO GROUNDWATER ENCOUNTERED ril r - TITLE 5 ZSITE L OF LOT 3A OLD HYAN IS ROAD YARMOUTH (PORT) MA WORK MUST CONFORM TO ALL PREPARED FOR DOWN B LAWS & REGULATIONS 7-/z- SIDDHARTH YARMOUTH WATER DEPT DATE W(-7 1/0 DATE 7GtGe1� DANIEL A. OJALA, P.E., 161.' DATE: MARCH 14, 2005 REV JUNE 17, 2010 (REMOVAL) REV: APRIL 28, REV: MAY 15, 200 I REV:. J-L&E14, 2010 1 7nP�e Scale:t"=20' 0 10 20 30 40 50 FEET - off 508-362-4541 fax 508-362-9880 wn Cape engineering, inc. CIVIL ENGINEERS ,nt LAND SURVEYORS 39 main st. yarmouthport, ma - 02675 e . Q LOCUS IS WITHIN FEMA FLOOD ZONE C MINIMUM YARD SETBACKS* FRONT - 30 FT. SIDE - 20 FT. REAR - 20 FT. *VERIFY WITH BUILDING DEPARTMENT TEST HOLE LOGS ENGINEER: MICHAEL FARIA, SE WITNESS: AMY VON HONE, RS DATE: 1/10/00 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. ELEV.. 4 ELEV. 0" , 84.0' 0„ 84.0' 0„ \% 82.0' 0/A O/A 0/A UNSUIT. SL UNSUIT. SL UNSUIT. SL 10YR 3/1 10YR 3/1 10YR 3/1 8 8 4 b B B UNSUIT. LS UNSUIT. LS UNSUIT. LS 10YR 5/6 g1 n, 36„, 1OYR 5/6 81.0' 10YR 5/6 18 80.5' Cl Cl C1 UNSUIT. LS UNSUIT. LS UNSUIT. LS 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 Q 168" 132" 84" ' C2 C2 C2 MS MS PERCE MS 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 204" 1 67.0' 180" J 69_0' 156" 69.0' NO GROUNDWATER ENCOUNTERED ril r - TITLE 5 ZSITE L OF LOT 3A OLD HYAN IS ROAD YARMOUTH (PORT) MA WORK MUST CONFORM TO ALL PREPARED FOR DOWN B LAWS & REGULATIONS 7-/z- SIDDHARTH YARMOUTH WATER DEPT DATE W(-7 1/0 DATE 7GtGe1� DANIEL A. OJALA, P.E., 161.' DATE: MARCH 14, 2005 REV JUNE 17, 2010 (REMOVAL) REV: APRIL 28, REV: MAY 15, 200 I REV:. J-L&E14, 2010 1 7nP�e Scale:t"=20' 0 10 20 30 40 50 FEET - off 508-362-4541 fax 508-362-9880 wn Cape engineering, inc. CIVIL ENGINEERS ,nt LAND SURVEYORS 39 main st. yarmouthport, ma - 02675 e . Q