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HomeMy WebLinkAbout203 Willow Street - Details 6NOTES' 1. TIGHT TANK SHALL BE STEEL REINFORCED CONCRETE. 2. TIGHT TANK TO WITHSTAND H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. INLET AND OUTLET TEES TO BE SCH. 40 PVC. TEES TO BE CENTERED UNDER MANHOLE COVER. 6. RECOMMENDED MANUFACTURER—SCITUATE RAY PRECAST OR APPROVED EQUAL. 11'-0" 10'—O" 7. THE TIGHT TANK SHALL BE WATERPROOF AND WATERTIGHT. 8. ALL CONSTRUCTION JOINTS SHALL BE WATERTIGHT. 9. PROPOSED 4" SCH. 40 PVC SEWER PIPE TO BE SET AT A 2% SLOPE MINIMUM. 10. TIGHT TANK TO BE MONOLITHIC. 2-24" DIA C.I. (HEAVY DUTY) MANHOLE COVERS TEE TO BE UNDER BROUGHT TO FINISH GRADE M.H. OPENING 12' MIN. (36' MAX.) COVER OVER TANK 2,000 GALLON PRECAST '\�1'-6" TIGHT TANK INLET TEE 6'-0" 6'-2"0 INLET TEET 7'_0" " LIQUID LEVEL 6" WALL—1 N r -s BOTTOM ON GOULDS A2-3 MERCURY CONTROL SMITCH ALARM ON DEPTH (60% OF TANK CAPACITY) 3'-5" 6" WALL— ..`. l -- Cs f .c 11 •STABLE BASE ?04 2" PVC CONDUIT T0--'� 6" MIN. 3/4" TO HIGH LEVEL ALARM PANEL 1 1/2" STONE CROSS—SECTION VIEW PLAN VIEW TIGHT TANK DETAIL - 2,000 GALLON SCALE: NONE r - REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK, BUFFER SCDTT D. 9n TURNER a CML ENG. No. 41775 �m wp TieTft�l� �����1 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 21. 2002 ISSUED FOR: BUILDING PERMIT APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 METM 0 10 20 40 Feer PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FILE: 8377—SP.DWG DWG. NO: 5351-02 nr w IJOB. NO: 4-8377.00