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HomeMy WebLinkAboutEngineered Plan - 2014NOTES ALL `SYSTEM COMPONENTSSHALLBEASSUMED SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR 1. DATUM IS (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER .IS _ EXISTING " CONCRETE COVERS TO WITHIN 3" GRADE ' ACCESS COVERS TO WITHIN 6 OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. TOP FOUND. EL. 41.9 OVER SYSTEM 40.0' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST \ 40.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED UNITS TO BE AASHO H-12 BLOCKS OR NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS PRECAST H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. RISERS (TYP.) 2'0 4"0SCH40 PVC COMPONE ALL INVERT IN 3$'.17' PIPES LEVEL 1ST 2 4 4' (nP') sIDEs 37.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE .ENDS :-. • WITH 310 CMR 15.000 (TITLE 5.) •'- O Oma° 39.8'* " 1500 GAL H-10 14" 0 0 0 0 0 0 0 o to 0��� ®DDD C)�� ,°° ° TEE SEPTIC TANK TEE , 7.29 4 °°°°°°°®®ooaoaac»o 3 - 37.0 ° ° ° ° ° 6 MIN. SUMP °°, a 7. THIS PLAN lS FOR PROPOSED WORK ONLY AND °°°°°°°°o°°° 00000a�aoaa a®a�000000 GAS BAFFLE °o °o°o_°° 12 MIN. INT. DIM. a °°°g NOT TO BE USED FOR LOT UNE STAKING OR ANY °° 000�a000000 Sao OTHER `PURPOSE. 34.17 36.27 +: 4' LIQ. LEVEL (ACME OR EQUAL) 36.44' WATERTEST D'BOX ..,:..; .,.;,..::.,. ._.•,:::.,..: -.. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. t o°00000000000000000000oo. FOR LEVELNESS L 'o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o " „ H-10 500 GAL .LEACHING CHAMBERS BY AME PRECAST OR EQUAL � •+°o°o°o°n°°��°o° �o°o°o°0°°°�9�°�°n°n°°�o°o° 3/4--1-1/2" DOUBLE WASHED STONE 4 MIN. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED COMPACTION. (15.221 [21) FROM BOARD a gon o Hih d• b� �4S Hidd n �1r Shores Locus a: �aod pO, �e Gp 5.7 LOPE 5 % SLOPE) ( % SLOPE) 0. CONTRACTOR SHALL BE RESPONSIBLE FOR (-% SLOPE) ( 1 LEACHING CALLING DIGSAFE (1-888-344-7233) AND 44' 12 D' BOX 12 NO BOTTOM T R VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP FOUNDATION SEPTIC TANK FACILITY No GROUNDWATER FOUND .OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE ;INSTALLER SHALL VERIFY THE LOCATIONS OF ALL WORK. NOT TO SCALE UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 11. ANY UNSUITABLE MATERIALENCOUNTERED PRIOR- TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 81 PARCEL 64 NOTE: INTERIOR PLUMBING TO BE RE-ROUTED PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN Ix 41.05 SAND. LEGEND- 40.38 99 - EXISTING CONTOUR / 40.5 X 99.1 EXIST. SPOT ELEV. 40.28 -[991- PROPOSED CONTOUR \•' \ / 3.30 40 85 98.4] PROPOSED SPOT EL. 40.4 x 40.97 x TH, / SYSTEM DESIGN. TEST'HOLE DRIVEPAVE\�-- 41 \ 9, 41.03 8 16 22; 09' GARBAGE DISPOSER IS NOT ALLOWED SLOPE OF GROUND 9 / \' / UTILITY POLE 4,�, - 41 4 .96 1. 8 V 0- X 39.80 EXISTING 2 BEDROOM DWEDESIGN FLOW. 4 BEDROOMS LLING / `CIV - -moi\ c © 110 GPD = 440 GPD x f FIRE HYDRANT 39.98 USE A 440 GPD DESIGN FLOW \ NOTE. NOT ALL `SYMBOLS MAY APPEAR IN DRAWING 4 17 x 40..21 X 1.27 ,c740 o• x 39.88 SEPTIC TANK. 440 GPD 2 = 880 ( ) O 22 / 1 .28 x 41 USE A 1500 GAL SEPTIC TANK TEST HOLE LOGS Q' x41.5 1.64 0 x 40.52 GARAGE f 9.90 (SLAB) 1.34 / TH1 LEACHING: DANIEL E. GONSALVES, SE 13587 77 32.o' 1.19 ' / ENGINEER. # x 41.04 39. 3` SIDES: 2 (33.5 + 12.83) 2 (.74) 137 GPD AMY' VON HONE, RS PAVER PATIO \ ` \ WITNESS. � 41.08 O O� x 39\71 TH2 � � BOTTOM 33.5 x ....12.83 (.74) - 318 GPD 3 x 41.70 CP 100% RESERVE 7 DATE: 7/23/14 / TOTAL: 615 S. F. 455 GPD PERC. RATE _ < 2 MIN/INCH x 41.50 O �( � USE (3) 500 GAL. LEACHING CHAMBERS (ACME. OR EQUAL) . y, 7 INV. OUT;398' o / .35 SOILS �R LOT AREA ^ WITH 4 STONE ALL-AROUND CLASS CP E IST. DWELL 24,248 Sq V Ft. -F ` x 2 0TOP FNDN. = 41.9'�/ r ELEV. ELEV.x 3 8 / Y- 1 2 ,39 8 x 40.66 0 Q 39.6' 0" 39.7 ( t :,m Date INV. OUT 39.8' o � ,g49 .. A 40.40' MA LS �� w 1 0. /o APPROVED DATE BOARD OF HEALTH LS 39.56 10YR 3/1 10YR 3/1 12" -16" oaks / 41 .03 11 8 40:64 40 4 TITLE 5 SITE PLAN '39.38 x 4D.1 x 4 37 FENCED GARDEN 40.54 S ■ 8 B B x 40.37 AREA �Y j OF LS LS O o IRON PPE BENCHMARK 40 3� 6 4 EL. 40.0' FAIRWAY ROAD 1OYR 5/6 lOYR 4/ 3918 \ 12 21 37.9 26 37.5 40.42 �O \ 140' 4114 � E1- 411'8 SOUTH YARMOUTH, I�/IA 40.83 9.96 PREPARED FOR C C 4008 x141.04 � x PERC \ / �3 OO LEO BRANNICK MS MS 39.10 �-� ° DATE: AUGUST 8, 2014 _ iS r�, . rr ya, tat r `• Off 508-362-4541 5Y 7 6 2.5Y 6/8 t` }� x;,. -_ 2 / x 39.78 �s. .:.,atl fax 508-362-9880 D: ;re,_; .. < downca e.com S cf aA. down ca►P a eqwineerhq, mc. to "\ 'i�, f.. F 4< 4 '\ ;:> _„ i �,�. ; �•,r• .�, civil engineers 126 29.1 120 29.7 s-tq,L land surveyors Scale: 1 20' NO GROUNDWATER ENCOUNTERED 1111 MIN -� 939 Main Street ( Rte ) DATE DANIEL A. OJALA, P.E., P.L.S. YAI?MouTHPORT MA 02675 0 10 20 30 40 50 FEET 14-178 BRANNICK.DWG DICE X14-178 �