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HomeMy WebLinkAboutEngineered Plan - 2018FOUNDATION LEGEND- V9 EGEND SYSTEM PROFILE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE 7' FILTER FABRIC OVER STONE 1AIMIAAI IkA 7C,' ' /Y1VC0 nk/CD DDC 1ACT i I PRECAST H-10 RISERS (TYP.) 2'0 26.5' R_; "EXISTING 10" 1000 GAL H-10 14" TEE SEPTIC TANK TEE ADD GAS BAFFLE EXIST V9 - EXISTING CONTOUR X 99. / EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 TEST HOLE 2% SLOPE OF GROUND C -Q) UTILITY POLE FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING NOTE: 2" MIN. WALL THICKNESS REQUIRED 4"OSCH40 PVC 6" MIN. SUMP PIPES LEVEL 1ST 2' 4'- 12" MIN. INT. DIM. ENDS EE •: °s 0 °0°000000o0o WATERTEST D'BOX O ;0000000 '?'0'0 '0' FOR LEVELNESS ;0000000 0 0 0 0 ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM 126'-26.7 BLOCKS OR MORTAR ALL PRECAST RISERS COMPONENTS H-10 (TYP.) �00000ao oar©aaa� �a�0000a ooa000a� L�a��aooa oa00000� NOTES { 1. DATUM IS NAVD 88 %epee 2. MUNICIPAL WATER IS EXISTING � v l I I I 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 Locus 5. PIPE JOINTS TO BE MADE WATERTIGHT. ,Q 4' � � � fe SIDES 23.83 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ® Q �07600000° WITH 6 M0000000 310 CMR 15.000 (TITLE 5.) 0 0 0 0°00000° 7 THIS PLAN IS FOR PROPOSED WORK ONLY AND TEST HOLE LOGS ( 27 % SLOPE) (-!-% SLOPE) SEPTIC TANK 6' D' BOX 12' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL -BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 1/18/18 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 p°� 26.0' FILL A LS 1OYR 4/4 B LS 1OYR 5/6 C MS 2.5Y 7/6 20" 26" 36" PERC 23.8' 23.0' 138" 14.5' NO GROUNDWATER ENCOUNTERED LICE # 17-484 ■ SECOND FLOOR DECK BATH L KITCHEN o J U LIVING �p ROOM FIRST FLOOR FLOOR PLANS NOT TO SCALE a 4 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCKS MAP 14.5' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND NO GROUNDWATER FOUND t VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 "k=2000'f LEACHING WORK. FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSO S MAP 132 PARCEL 131 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 16') �4' 1 3 »E 102.2 ' / PROVIDE 45;' OF 40 MIL NER AT 5' I FF SAS I AREA SHO TOP AT BOTTOM EL. 20't 23 2� X LOT 12 16,211 S.F BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. J 5' REM AL OF UNSUITABLE S L REQUIRED ABOUN PERIMETER OF LEACHING FACILITY DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SYSTEM DE IGN. SPECIFICATIONS OF 310 CMR 15.255(3) (LOW SIDE ONLY) am 9hil Iwo w1i 160M El /EXISTING _ I DWELLING DECK TOF = 28.7 I w �y BENCHMARK: \ DOOR SILL PAVED o\ \ =29.8' NAVD88 W DRIVE \o w W 2 24 4`15'23"W 97.20' Scale:1 "= 20' 0 10 20 30 40. 50 FEET ME 7 GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDR00 S @ 110 GPD = 330 GPD USE A 330 GPD DESIGN LOW SEPTIC TANK: 330 , GPD . (2) = 660 **RE -USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2 25 + 12.83 .74 = 112 GPD BOTTOM 25 x 12.83 .74 = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACH NG CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL ARO ND APPROVED M, DATE BOARD OF HEALTH 1 � � 26 z \Permit valid for REP IR t)F Sl'.PI'IC SN 51 ENI ONLY, due: to State and Local septic variances. oard,of health,review and approval is required fof TITLE SITE PLAN R future additions/renua ations/alleratiorts to Se arifities and/or structure i( welling; OF Yartnouttt Nei 1, De,)ttt'n.AM 47 CENTER STREET YARMobTHPORT, MA 'PREPARED FOR '�amc Date PKM El DA E: 1-22-2018 \N OF MQSSq���N CF MSP�� off 508-362-4541 DANIELA. DANIEL 5�s I fax 508-362-9880 OJALA c A. downcape.com j OJALA CIVIL < a0W#7 cn.0e e#7 Mee�, Inc. No. 46602 " No. 40 80 ��4 cp. °r GISTS°FESS civil engineers NAL SUR�� .. /and surveyors t 939 Ma 4in Street ( Rte 6A) DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675 17-484 PKM 23.47' 0 0 0 0 =L-iL i- 23.30' 0°°°°°0° o_° ° o U 0 0 0 0 000°000° 21.0 0 0 0 0 , NOT TO BE USED FOR LOT LINE STAKING OR ANY LH OTHER PURPOSE. 000000000000000000000000000000°000°000000o 000o0000000101000000000°or. o?�o0o„0'00000• . 3�4"-1-1�2" DOUBLE WASHED STONE 4' MIN. -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. I ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR Q pc¢ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF po HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. TEST HOLE LOGS ( 27 % SLOPE) (-!-% SLOPE) SEPTIC TANK 6' D' BOX 12' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL -BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 1/18/18 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 p°� 26.0' FILL A LS 1OYR 4/4 B LS 1OYR 5/6 C MS 2.5Y 7/6 20" 26" 36" PERC 23.8' 23.0' 138" 14.5' NO GROUNDWATER ENCOUNTERED LICE # 17-484 ■ SECOND FLOOR DECK BATH L KITCHEN o J U LIVING �p ROOM FIRST FLOOR FLOOR PLANS NOT TO SCALE a 4 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCKS MAP 14.5' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND NO GROUNDWATER FOUND t VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 "k=2000'f LEACHING WORK. FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSO S MAP 132 PARCEL 131 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 16') �4' 1 3 »E 102.2 ' / PROVIDE 45;' OF 40 MIL NER AT 5' I FF SAS I AREA SHO TOP AT BOTTOM EL. 20't 23 2� X LOT 12 16,211 S.F BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. J 5' REM AL OF UNSUITABLE S L REQUIRED ABOUN PERIMETER OF LEACHING FACILITY DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SYSTEM DE IGN. SPECIFICATIONS OF 310 CMR 15.255(3) (LOW SIDE ONLY) am 9hil Iwo w1i 160M El /EXISTING _ I DWELLING DECK TOF = 28.7 I w �y BENCHMARK: \ DOOR SILL PAVED o\ \ =29.8' NAVD88 W DRIVE \o w W 2 24 4`15'23"W 97.20' Scale:1 "= 20' 0 10 20 30 40. 50 FEET ME 7 GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDR00 S @ 110 GPD = 330 GPD USE A 330 GPD DESIGN LOW SEPTIC TANK: 330 , GPD . (2) = 660 **RE -USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2 25 + 12.83 .74 = 112 GPD BOTTOM 25 x 12.83 .74 = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACH NG CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL ARO ND APPROVED M, DATE BOARD OF HEALTH 1 � � 26 z \Permit valid for REP IR t)F Sl'.PI'IC SN 51 ENI ONLY, due: to State and Local septic variances. oard,of health,review and approval is required fof TITLE SITE PLAN R future additions/renua ations/alleratiorts to Se arifities and/or structure i( welling; OF Yartnouttt Nei 1, De,)ttt'n.AM 47 CENTER STREET YARMobTHPORT, MA 'PREPARED FOR '�amc Date PKM El DA E: 1-22-2018 \N OF MQSSq���N CF MSP�� off 508-362-4541 DANIELA. DANIEL 5�s I fax 508-362-9880 OJALA c A. downcape.com j OJALA CIVIL < a0W#7 cn.0e e#7 Mee�, Inc. No. 46602 " No. 40 80 ��4 cp. °r GISTS°FESS civil engineers NAL SUR�� .. /and surveyors t 939 Ma 4in Street ( Rte 6A) DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675 17-484 PKM