Loading...
HomeMy WebLinkAboutEngineered Plan - 2019PRECAST H-10 RISERS (TYP.) 2'0 19.16' '" h SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT `""' "' ""``' 1. DATUM IS NAW88, ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING. FILTER FABRIC OVER STONE ,l 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ! 21.0' MINIMUM 75'11©F COVER OYR PRE©►ST 2% SLOPE REQUIRED OVER SYSTEM NOTE: 2"' MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H—M 4" OSCZH40 PVC MORTAR ALL PRECAST RISERS ; ,... 6" MIN. SUMP PIPES LEVEL 1ST 2' �--4' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 12" MIN. INT. DIM. I (TYP•) 0 4 ENDS SIDES 19.13' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 10" 1500 GAL H-10 14" ;y Poo�o�o <.. oo�� WITH 310 CMR 15.000 (TITLE 5.) TEE SEPTIC TANK TEE ®®LI® M P177 ®0®® —®M®® 'o°o°o°o° 18.9177' 0 00oWATERTEST D'BOX 'o°°o°°o.'°o° . ®�®®®0�0®�© �����®®®0�� >o�o�o.000 0 0 0 0 0 0 0 0 00 0 0GAS BAFFLE ::; 000000000 ,�o�o�a�o ®�®®®©�LIEAQ- Q ®�����®®�®® >o0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND CI0_ FOR LEVELNESS N >°o°00000 0000000000000000 ®®®�®®®®®C® ®®®�®®®®®®® 000000oO NOT TO BE USED FOR LOT LINE STAKING OR ANY 4 LIQ. LEVEL (ACME OR EQUAL) 18.5 18.40 16.30 OTHER PURPOSE. "THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM (�.7_% SLOPE) FOUNDATION 17' — '00000°o°o°o°00000000000°0°0°00-0 8L� 8. PIPE FOR SEPTIC SYSTEM TO $CH. 40-4" PVC. 00000°o°o°°000('0°o°o°o°o°00000°o°o° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 00 0 0 0 0 C_l•_n- -•1_7_0 O 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83, CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 [2]) 4 OF HEALTH. ATTIC (—.L% % SLOPE) (—L—% SLOPE) SEPTIC TANK 17' D' BOX 12' L11r.1 BEDROOM LJ BEDROOM DINING ROOM BAT I H nH, GARAGE KITCHEN L— � LIVING ROOM BEDROOM FLOOR PLAN -NOT TO SCALE - TEST HOLE LOGS LEACHING FACILITY O° P Z Fps Locus a C � z 7 / N- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING AND VERIFYING IGSAFE THE LOCATION OF ALL UNDERGROUND & LOCUS MAP OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF 12.3' ADJUSTED GROUNDWATER WORK. SCALE 1"=2000'± 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 133 PARCEL 28 BE REMOVED BENEATH AND 5' AROUND THE VARIANCES REQUESTED UNDER TITLE 5 PROPOSED LEACHING FACILITY. AND YARMOUTH HEALTH REGULATIONS: 12. EXISTING LEACHING FACILITY SHALL BE PUMPED 1h: REDUCTION IN GROUNDWATER AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. SEPARATION, 5' TO 4' / wN _ n ov ZN Permit valid for REPAIR ()r SEI, :IG-SYS—I'Eo1 ENGINEER: CRAIG J. FERRARI, SE #13871 ONI,Y, duc to State and Local Sept" variances. Board ofIlealth review and approval is n•quired Air WITNESS: AMY VON HONE, RS any fntnrc additions/rcno+.+tions/altcr;uu�ns to sewage facilities and/or structures/dwelling. DATE: 7/18/2019 Yarmouth llealth lhpartrttent PERC. RATE _ < 2 MIN/INCH APPROVED CLASS — I SOILS ELEV. p" 21 ' `�`l Name Date I BENCHMARK: . CEMENT BOUND FILL =22.5' NAVD88 18" A 20" 1OYR 3/2 B LS 30" 1 OYR 6/6 18.5' C PERC G—W ADJ. DATA: IX MS WELL: Al W 247 ZONE: A ADJ: 0.3' 1OYR 7/4 JUNE 2019 120" 1 I 11' GROUNDWATER ENCOUNTERED AT 108" EL. 12.0' DCE # 19-224 LEGEND_ 99— EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[99]= PROPOSED CONTOUR I9$•41 PROPOSED . SPOT EL. T .TEST HOLE 27 - SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DF Scale:1 "= 20' 0 10 20 30 40 50 FEET PATIO (UNDER � CONSTRUCTION) p ry <= SCREEN ROOM mss',= XiSTi� Tof-F, / \� FF R X23 3<4. / / '2s -z� METER 22 LOT AREA 15,201 ±S.F. c� I M 3'e H OF 41,4s qF DANIELA. o OJALA `� CIVIL No.46502 I S V� ,.7 -Z5 -ACI r SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330_ GPD (2) = 660_ USE A 1500 GAL. SEPTIC TANK LEACHING: �_1� _____._SIDES:- 2-(25--F--12.83)_2.(.74) =-112 'GPD - BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD _ I USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ?/,- ; WITH 4' STONE ALL AROUND 00 N N 0 APPROVED ov MA DATE BOARD OF HEALTH RECEIVED AUIJ HEALTH DEPT. TITLE 5 SITE PLAN % OF l #22 BELVEDERE TERRACE YARMOUTH PORT, MA PREPARED FOR k4v M/M WILLIAM DULUDE . 0 l9q ° I!0rL�H OF AA4. " i DANIEL cyG?` DANIELA. y�z DATE: JULY 25,' 2019 OJAI (� O JALA N I"' CIVIL "'� �I off 508-362-4541 No.=;)980, do. 46502 fax 508-362-9880 °fit ss\o� °� �tsi E�/�� ,- downcape.com j'p�aSuR�l,rG/ONF_� doa cafe engineering, inc. civil engineers /and surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. ),ARMOUTHPORT MA 02675 19-224 DULUDE.DWG