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HomeMy WebLinkAbout42 Covey Drive - PlanPLAN NOTE: \ \ THE BUILDING ADDITION SHOWN HEREON IS BASED \ ON ARCHITECTURAL DRAWINGS. CONTRACTOR MUST VERIFY FOUNDATION LOCATION WITH FOUNDATION \ CONTRACTOR PRIOR TO THE INSTALLATION OF ANY SYSTEM COMPONENTS. SEPTIC CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE REQUIRED SETBACK DISTANCES TO BOTH THE EXISTING AND PROPOSED FOUNDATIONS PER TITLE V REGULATIONS. i wv M02.3 A I \ I i ASSESSORS MAP 144 d PARCEL 30 x98;4 O CD h -'700 J� i 00.9 ELECTRIC GRAVEL. TRANSFORMER �l DRIVE r � X102_ S BENCH \'t S9'4n._ BOUND ASSESSORS MAP 209 PARCEL 29 S b° q3 9g' x94.2 x9613 Otr \ l \ l \ 1 1 � �S 0 _CK \ EXISTING SEPTIC TANK AND D -BOX r (SEExfflTE #I) CONNECT INTO EXISTING PIPE EXISTING LEACHING PIT TO REMAIN \\ x91.7 \ 93.2 \ EDGE OF \ CLEARING x93.5 \ PROPOSED DISTRIBUTION BOX \\ x96.6 PROPOSED 1,500 ` —Ttla GF GALLON SEPTIC TANK f NDATION , \ R �104.0t \ x94.8 102.0 l X98.0 \ Bk CK I \ STEP \ MARK -TOP OF CONCRE 1� 97.3 1 EL=99.58 (ASSUMED), N y EL s 97.3± s- uIN. 3' MAX. DROP:2' MIN - 3' MAX. FLOW LINE-\ --+ - UQW w 93.71 9250 1500 GAL SEEN SEPTIC TANK W/SANiTARY TEES THE MINIMUM SLOPE FOR � = ' 4' LVA SCH 40 PVC z PIPE IS 1/4' PER FT COMPACTED BASE GAS BAFFLE U W/ 6- LAYER OF 'TUF-TITS' OR CRUSHED STONE APPROVED EQUIVALENT OUTLET TEE DEPTH 14'± LIQUID DEPTH BELOW FLOW LINE 4 FT 14 INCHES 5 FT 19 INCHES 6 FT 24 INCHES 7 FT 29 INCHES � 100.0 CONTRACTOR NOTE RAISE COVERS TO WITHIN 6' OF FINISH GRADE FINISH D13OX MINIMUM VBOX INSIDE IMENSIONS 1fx12' 40 PVC PIPE MIN l C DIA SCH 40 PVC PIPE OR FLOW LEVELER WVl7lT 9225 92.17 Ka 9200 ALL COMPACTED BASE h W/ 6' LAYER OF CRUSHED STONE UNE(S) EXITING D'BOX MUST REMAIN LEVEL. FOR 2'-0' BEFORE PITCHING DOWN TO LEACHING FACILITY 4'± 15'1 ASSESSORS MA' 144 PARCEL 3' ASSESSORS MAP 210 700 OF DENNIS 'OLE CUP'' LEGEND \ EXIS7ING ■ BOUND ASSESSORS MAP 209 PARCEL 38 WATER VALVE r�\�r D� ELECTRIC METER ® PULL BOX - \ © CABLE N BOX \ ,EL TELEPHONE BOX --100-- CONTOUR x92.8 SPOT GRADE PLAN 0 20 I inch = 20 ft SCHEMATIC FLOW PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NOTE: THE INFONATION HEREON HAS BEEN PREPARED ACCORDINt TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. KEY MAP NO SCALE Rvj, 54 OASTAL NGINEERING x OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 AQ ASSESSORS MAP 144, PARCEL 31 (YARMOUTH) ASSESSORS MAP 209, PARCEL 34 (DENNIS) PLAN BOOK 339, PAGE 24 DELEATUM ONS NOTE. ARE BASED ON AN ASSUMED DATUM TOWN LINE NOTE: TOWN LINE ON THIS PLAN IS APPROXIMATE AND IS REPRESENTED AS SHOWN ON PLAN BOOK 339, PAGE 24. i C.CAnON t . c NOT BEE: "I Fi^�` XVIFIED INSPECTION NOTE THE STATE ENVIRONMENTAL CODE; TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON REQUIRED INSPECTIONS. NOTES 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SIIB ECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 4) ALL GRAVITY SEWER PIPE SHALL BE a DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 7) THE INSTALLER SHALL ASCERTAN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 8) THE EXISTING SEWAGE DISPOSAL. SYSTEM (EXCLUDING LEACHING PIT) SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED, OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. G ok,1,,V\ :M,11*10 x17:)7 02.101 •m w 1 OF STIFd?TS PROJECPNO. d C17073.00 v z o� � O � O � a A A O W a O C5 O W OV F SCALE AS NOTED DRAWTNGM C17073.dwg DATE DRAWNBY SMR :M,11*10 x17:)7 02.101 •m w 1 OF STIFd?TS PROJECPNO. d C17073.00