Loading...
HomeMy WebLinkAbout7-Civil Details-Sheet No. C9.04Project: NEW DPW FACILITY TANK CONTAINMENT SUMP/MANHOLE ASSEMBLY (TYP.) WATER TIGHT SUMP COVER (SEE C6.00 FOR FRAME ELEVATIONS) 2 - #5 REBAR TOP TANK SUCTION DROP TUBE AND BOTTOM (TYP.) CONCRETE TANK COVER PAD (SEE SPECIFICATIONS FOR ADDITIONAL DETAILS) PAVEMENT 4" VENT MINIMUM (SEE NOTE) - -� - - - - -'- .. - 7�,: MANHOLE OPENING 42" WATERTIGHT TANK all, IN TANK CONCRETE SUMP 4" DIA LOCKABLE COVER COVER PAD NNULAR SPACE MONITORING DRAIN PORT WITH MANHOLE ASSEMBLY (SEE C7.00 FOR INVERTS)TANK ANNULAR SPACE MONITORING PORT. RUN ALARM TO MONITORING 24" (TYP.) 22 FLANGED ANWAY SYSEM ALARM PANEL WITH 3" M4" NPT W THT MANUFACTURER'S IN ACCORDANCE - -�- FITTINGS RECOMMENDATIONS ' AND AS SPECIFIED. NOTE: REBAR SHALL HAVE 2"-3" OF CONCRETE COVER SET ALARM AT 90% TANK CAPACITY SET ALARM AT 75% PER INDUSTRY STANDARDS ° a: TANK CAPACITY NOTES: ANCHOR BOLTS (TYP) CONCRETE PAD OR 1. SEE PLUMBING DRAWINGS FOR THE DRAIN LINE CONNECTION TO DEADMEN BUILDING 2. TANK SHALL HAVE 4' MINIMUM COVER (BELOW FROST LINE) AND SECTION 7'-0" MAXIMUM COVER. 3. CONTRACTOR SHALL PROVIDE THE UNDERGROUND STORAGE TANK SCALE: N.T.S. IN A WORKMAN LIKE MANNER AND SHALL PROVIDE A COMPLETE AND OPERABLE SYSTEM. NOTE: RUN VENT TO BUILDING AS SHOWN ON TIGHT TANK COVER PAD CIVIL AND PLUMBING DRAWINGS. MANHOLE OPENING DETAIL SCALE: N.T.S. PAD SLOPE (TYP.) CROWN PAD MANHOLE FRAME �- - - - - - - - SLIGHTLY AT CENTER TO SHED AND GRATE WATER, COORDINATE WITH ENGINEER Q w _ UST BELOW (TYP.) LLJ _Q CONCRETE TANK COVER PAD HIGH LEVEL ALARM CONCRETE TANK �• - - - - - - -� No.1 COVER PAD 1'-6" MIN. (TYP.) BOTTOM OF TANKx,xxx GALLON -DOUBLE -WALL FIBERGLASS TANK V-6" MIN. (TYP.) TANK LENGTH (L) V-6" MIN. (TYP.) HIGH LEVEL 'ALARM No. 2 PLAN HOLD-DOWN DEADMAN (TYP) SCALE: N.T.S. 3 4" CH 6"x - INSTALL CON SECTION / CHAMFER ON ALL 6 W6xW6 WE CONTROL JOINTS AS WELDING EXPOSED EDGES (TYP.) WIRE FABRIC REQUIRED BY THE ENGINEER TO SCALE: N.T.S. PREVENT UNCONTROLLED CRACKING NOTE: SUMP AND PIPING NOT SHOWN FOR 4,000 PSI CONCRETE CLARITY PAD AIR ENTRAINED PAVEMENT/FINISHED 8» 3., GRADE CONSTRUCTION NOTES: 1. STRIKE PLATES TO BE INSTALLED UNDER ALL TANK FITTINGS. a u 2. CONCRETE COVER PAD SHALL BE 3'-0" WIDER AND 3'-0" LONGER OVERALL THAN > o o > o 0 0 o eo 0 0 0 0 0 0 0 o e o o o o �00000000°O°RoopOpO0000s �000Op000000 a *a 0 oO00000 0 0 000000 00. o TANK SIZE AS SHOWN. �000000000000000$0$0000c 000g0000000 KOO.-, 000go 3. HOLD-DOWN STRAPS' QUALITY, SIZE AND LOCATION OF ANCHORS AND STRAPS AS >noAoOonono0o0ono0o0 0r +no0o0ogo0o0 noAoe jRO 12" REQUIRED BY TANK MANUFACTURER. CONCRETE HOLD-DOWN DEADMEN SHALL BE STRUCTURAL FILL PROVIDED PER MANUFACTURER'S RECOMMENDATIONS. COMPACTED TO 95% 4. INSTALL 12" MIN PEA GRAVEL UNDER TANK, AND BACKFILL WITH 12" MIN PEA MAX DENSITY GRAVEL ALL AROUND TANK. 5. ALL PIPING TO PITCH TOWARD THE TANK PER SPECIFICATIONS. 4000 PSI CONCRETE TANK COVER PAD DETAIL 6. AREA TO BE RESTORED TO MATCH PROPOSED CONDITIONS. SCALE: N.T.S. 7. ALL MANHOLE COVERS/FRAMES SHALL BE HS-20 WHEEL LOAD RATED. FRAMES SHALL BE CAST INTO CONCRETE TANK COVER PAD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8. OUTLINE DESCRIPTION AND DIAGRAMMATIC REPRESENTATION OF .SYSTEM OPERATION '+ r AND EQUIPMENT DOES NOT LIMIT CONTRACTOR LIABILITY FOR THE INSTALLATION OF A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ANY MISCELLANEOUS PARTS AND APPURTENANCES NOT SPECIFICALLY IDENTIFIED, TO MAKE A COMPLETE AND OPERABLE SYSTEM. 9. PLACE LABEL ON MANWAY COVER WITH THE WORDS "NON -HAZARDOUS SEPTIC WASTE WATER". (INDUSTRIAL) TIG ANK SCALE: N.T.S. TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Weston @,9ampson"' Weston & Sampson Engineers, Inca 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsompson.com Consultants: Seal: .t}t OFA�4.1. y d SEPH G P _R.UGI VIL 641361 .p - 'p� F�f3T1�� FS3t®� L Revisions: Rev Date Description NOT FOR CONSTRUCTION Issued For: PERMITTING NORTH Date: Drawn By: Reviewed By: Approved By: AUGUST 2, 2019 BH JSP JSP W&S Project No: 2170117 Dre wing Title: CIVIL DETAILS I She at Number: WESTON & SAMPSON COPYRIGHT 2018