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Home My WebLink AboutVariance PV52 - Sept 2013�o :KlnR Ili) I m " LIST OF DRAWINGS DRAWING NO. DRAWING TITLE', I PLAN VIEW 2 CROSS SECTIONS 3 DETAIL SHEETS 4 LINE DIAGRAM 0 ANSEL HALLET ROAD YARMOUTH,WEST { . PREPARED FOR, WILLOW STREET REALTY TRUST PREPARED BY ROUX ASSOCIATES, INC. 67 SOUTH BEDFORD STREET, SUITE 101W BURLINGTON, MASSACHUSETTS 01803 7.5 MINUTE SERIES (TOPOGRAPHIC) LOCATION MAP I OVERHEAD DOOR .i._.. OVERH D DOOR OVERM D DOOR EXISi1NG DRAIN OUTLET �EXISTING 6" TRENCH �DRAIN ($1) TO BE PLUGGED OVERITE D DOOR O O O EXISTING 4" PVC INNER DRAIN PIPE W/ 8" POLYETHYLENE SECONDARY CONTAINMENT j �TO BE CUT, PLUGGED, AND ABANDONED IN PEACE GARAGE/ SORTING AREA SORTING CONVEYOR BELT I SUPPORT COLUMN o LEGEND O --------- PROPOSED PVDF PIPE PROPOSED STEEL PIPE EXISTING STEEL DRAIN OUTLET EXISTING 6" TRENCH DRAIN (#2) EXISTING ALARM COMPONENTS PVC PIPE OMPONENTS EXISTING UNDERGROUND 2,500 GALLON PRE—CAST CONCRETE VAULT HOUSING A 1,000 CALLON STEEL HOLDING TANK WITH 30 MIL LINEN OVERHE D DOOR OVERH D DOOR I PROPOSED 4" PVDF DRAIN PIPE W/ 8" PVDF SECONDARY CONTAINMENT NOTES .( MIN. SLOPE = 1/8" PER FOOT (SLOPE=0.0104) EXISTING ALARM ELEV. 100' CONTROL PANEL PVDF— POLYVINYLIDENE FLUORIDE INCHES FEET �2" STEEL VENT PIPE TO ROOF (CURRENTLY NOT CONNECTED TO TANK) ELEVATION RELATIVE TO A SITE DATUM ALL PROPOSED NEW PIPING IS LOCATED BENEATH SLAB ON GRADE FLOOR " OVERH 0 DOOR PAIN OUTLET EXISTING 6" TRENCH DRAIN (j)3) OFFICE SPACE OVERH O DOOR VEHICLE 1 MAINTENANCE AREA ® ANSEL HALLET ROAD — 1,10F� UNAUINOFW ALTEFAUME OF PRO.I. ENGINEER: CC DRAWN 6Y. Wrl PRWDH RARE AGGIFG To F MGC MEN y' III ~ 60 ANSEL HALLET ROAD WRW A NOUTION Of STALE (AW DESIGNED 9Y WH/GE CHECKED RY CC S m �, nvlRam�ENru q I WEST YARMOUTH, MASSACHUSETTS g ]NESE COCUM£N/s (OF COPIES DRAWING SC0.1G A$ SIOWN PLOT 5CALE 1 1 +"��`) No.41018 OF ANY HEREOF, PREPARED RSO/STTEN� 9Y AP BFARINO HE sNAL OFOT RA' DRAWING DA1F: ,,, 5nz PRIM 1TPE RhW ROUX ASSOCIATES, INC. ""�"°°' DWALE E` ED � R"MC , SONS Of ICE: M4 PAPER SME: ARCH D WILLOW STREET REALTY TRUST �.^ OFHEPROJEOT OF ANYcamifi7 South Bedford Street, Suite 101W OTNEF T WIHWT HE PROJECT NO: 0444.00]4ND4 Burlington. MassachusetlS 01803, (781) 270-6600 EN/TI£N CONSENT OF HE 9 q/c(/Zp1JJ ENGINEER. DRAWING ALE: fE471f002.DWG DERCRIFUN mlw P 0 ,0' EXISTING AND PROPOSED ..a INDUSTRIAL VEHICLE WASH WATER HOLDING TANK DRAWING PLAN VIEW 4 OF I OF 4 - _-_ 110.00 TERSE WALL,UPPORT CO N INTERIOR WA EX OR W LL zEMS G 105.00 ELLEN. -102.51 FL00 E G MANHOLE COVE TING TRENCHIN RIM ELEV-=99.69 RIM ELEV. 9963 LIO ELEV. 99.J5 RIM ELEV.=99.66 GRAIN INV. ELEV. 98J3 OUTLET INV. ELEV. 98 ]0 - OUTLET INV. ELEV.=99.0] On 10000 -__. ..- 4 On EXISUNG 4- PRIC FREE DRAIN FIRE W/ PIP POI OFTLY1 ED OUTLET T0.6E PLUGGED J_ AND SECONDARY PIPE TO BE CUT, PLUGGED, AND ABANWNED IN PLACE NINIIAUM SLOPE 1/8" PEP FOOT (SLOPE 00104) w -. -INNER (SEE DETAIL 3.6) 0 95.00 PROPOS D PIP NTRAN TO VAULT ELEV.=96 7 ELEV.=96.09 EXISTING T BULKHEAD - wINV. LID ELEV =96.98 90.00 - — PROPOSED PIPING SYSTEM CROSS SECTION 5 0 5' I PIPING FROM EXISTING - TRENCH DRAIN I IN GARAGE/SORTING AREA 10J5' LEGEND ` 0.5 —___...._. _. ENDED EDPVDF PIPE YI PROPOSED STEEL PIPE EXISTING STEEL OR PVC PIPE p � EXISTING ALARM COMPONENTS I 1 I EXISTING MANHOLE AND TANK OPENINGS O ] PIPING FROM IXSTING '_� TRENCH DRAIN (M3) IN _ ___ VEHICLE MAINTENANCE AREA _ TE VENT PIPE TO E RECONNECTS i0 TANK f-2-- I I IIS 4" PVDE SANITARY TEE FRRNG) 4" BRONZE BALL VALVE FOR DRAIN PIPING PRESSURE TEST!" � ` (SEE DETAIL 3.4) 15, HOLDING TANK CROSS SECTION - PLAN VIEW 2' 0 z' PROPOSED CONTAINMENT PIPING PRESSURE TEST PORT PROPOSED PRIMARY PIPING PRESSURE TEST PORT (TYPICAL OF 2) (SEE DETAIL 34) (TYPICAL OF 1) (SEE DETAIL 34) �2' COVERS 1�COVER—1 j^2' 3 COVER --j BLOCKS .. _ ELECTRICAL CONDUIT TO ALARM PANEL (SEE DETAIL }5) PROPOSED 4" PIPING ENTRANCE - T"—L�2 MENT PIPE TO 'ROOF (SEE DETAIL 3.5) (IXISTING PIPING IS LOCATED IN THIS AREA, USE EXISDNG HOLES OR CUT NEW HOLES IMO - Y BRONZE BALL VALVE FOR DOSING SENT TAN, AND SEAL ANNULAR SPACE WITH WELDING) FOR TANK PRESSURE TEST - ....:.:1 _ .,., PIPING FROM EXISTING __ EXISTING ACCESS PORT TRENCH DRAIN IN VEHICLE 1 - MAINTENANCE AREA '- C PROPOSED TANK VENT PIPE EMRANCEUP IleF '_ WELDED TO TANKWALL _ SECONDARY CONTAINMENT PIPE TERMINATION (SEE DETAIL 4) / 1 EXISTING TANK HIGH LEVEL ALARM L(AT 90% CAPACI 525' TANK HELD IN PLACE WITH SAND STEEL PIPE WELDED TO TANK T 4- 4' BRONZE BALL VALVE FOR DRAIN PIPING PRESSURE LEST - f (SEE DETAIL 34) z IXISTING SECONDARY CONTAINMENTWATER IF FILL ALARM (ELEVATION IS APPROXIMATE) g IEXISTING 1,000 GALLON STEEL HOLDING TANK WITH 30 MIL LINER TING 2,500 LLON PRE -CAST Co"CRETF vnuLTJ HOLDING TANK CROSS SECTION - SIDE VIEW HOLDING TANK CROSS SECTION- END VIEW 2' D 2- 2' 0 2' P DROP YGIURAWRIZm AsGAHON CR A,%WSSN TO M5 DOCUMENT IS A HWAT]DNOFSTITPLARK PR01 ENGINEERGG DRAWN BYW `! PR6I lNMG 60 ANSEL HALLET ROAD PROPOSED PIPING SYSTEM DROPPING NO DESIGNED or WH/CG CHECKED DID GG DAN? a (ORNFZ °°� DRAWING S °W"POTS : " WEST YARMOUTH, MASSACHUSETTS VEHICLE WASH WATER DRAWING DAIS 1/lfi/12 PRIM TYPE B&W ,TEA' B1p I Fp orflPTSE MY RWRZoI OF ANY VERNON PFEPAL 0 BY OR GMNG RlE SEAL OF TNEFNWNFCF SEOUL ACT BE ROUX ASSOCIATES INC. ��Q L 2 REUSFO TDRANY IX2N5/ONS DPTICE: MA PAPER SIZE. ARCH ° HOLDING TANK OF TNF PFCUCT OF ANY WILLOW STREET REALTY TRUST PROJECT rvD.: Dwa DO]aMD02 wIOFTS THE Street, Suite ,DEW South BedfordMassachusetts CROSS SECTIONS DRAWING 3 D ONANDW CONSE wRRTEN CDNSEM OF ]HE Burlington, MassacFusefts 01603, (781) 270-6600 to i NO. NOTE NEWPORPON KI ENGYNF£R. DRAWING FILE FE47100020W6 2 OF 4 CONCRETE TRENCH EXISTING CONCRETE F CONTAINMENT PIPING IERMIW (SEE DETAIL PIPE CONNECTIONS TO THE TRENCH I TO BE SEALED WITH HYDRAULIC CE'. EXISTING CONCRETE FLOOR 14Wl 012 FlLL CRETE FORMED AND POURED PLOWABLE FILL) FITTING MATERIAL -TO HOMING TANK FPOM TRENCH DRAIN BEDDING MATERIAL PROPOSED 4" PVOF DRAIN PIPE W/ 8" PVDF SECONDARY CONTAINMENT MINIMUM SLOPE = 1/8" PER FOOT (SLOPE -0.0104) DETAIL 3.1: TRENCH DRAIN (#2 AND #3) CONNECTION 2 0 2' CONTAINMENT PIPING PRESSURE TEST EQUIPMf TEST PRESSURE 15 PSI (TYPICAL OF 1/4" COMPRESSED AIR HOSE MALE FIII 1' BRONZE BALL VAI PRESSURE GAUGE (0-15 PSI) W/ 1/4" MPT CONNECTION INTO TEE FITP TAPPED INTO CONTAINMENT P PIPING FROM EXISTING TRENCH DRAINS — 4" FOOT DRAIN P B" PVDF SECONDARY CONTAINMENT PIP CONTAINMENT PIPE TERMINATION BE PERFORMED WITH A WEDGED FITT FOLLOWING MANUFACTURER'S SPECIFICATIC (ASAHI-DOGBONE" OR EOUIVALE EXISTING CONCRETE Y OF 1/2" DETAIL 3.2; TRENCHING SPECIFICATIONS -SIDE VIEW VENT PIPE TERMINATES MINIMUM OF 2' ABOVE ROORINE_ ROOFJNE Y STEEL VENT PIPES 1dI 35 TEST PRESSURE 15 PSI (TYPICAL OF 1) ELECTRICAL C 1/4- COMPRESSED AIR HOSE MALE PIPING 1" BRONZE BALL VALVE CONCRETE PRESSURE GAUGE (0-15 PSI) W/ 1/4- FNPT CONNECTION INTO ME FUTING TAPPED INTO CONTAINMENT PIPE PIPING TO HOLDIM. TANK CAST IRON OR STEEL PIPE 4" BRONZE HALL VALVE WITH STAINLESS STEEL MECHANISMS 4- PVDF DRAIN PIPE FROM HOLDING TANK AND CONTAINMENT ALARMS HOLDINI DETAIL 3.3: TRENCHING SPECIFICATIONS- END VIEW 2' D 2' VENT (TO THE TANK) FLOOR AGENT OR EPDXY EXISTING CON! TRENCH DRAIN EXISTING CONCRETE PIPE CONNECTION TO THE TRENCH EXISTING LEGEND ---- PROPOSED PVDF PIPE PROPOSED STEEL PIPE EXISTING STEEL OR PVC PIPE EXISTING ALARM COMPONENTS 1. All excaat on work shall be performed in accordance with all conditions set forth by OSHA 2. Trench bottom shall be firm compacted non -frozen soil. 3. Minimum of 3" of bedding material Around subsurface pipes. 4. Hand place pipe bedding and cover materials and compact in 6" lifts, minimum of three passes with a mechanical vibratory plate compactor. Compaq pipe bedding and cover materials to 95% modified proctor density, 5 Bedding materials must be ether select native matetol free of cobbles >1/2' n size or clean sand. I 6 Plowable fll must be excavateble having a target densly of 75 —100 PSI. 7. New concrete shall be of the some thickness as that which was removed. B. New concrete shall be 3500 PSI Type III concrete 9. The sides f the saw cut trenches will be drlled and pinned ata maximum of S' on—center with i of p1/2 Mean wdh 6" of the Heber exposed to the trench and 6" set in place with grout or epoxy. 10. All sew cut etlgcs must be coated with o concrete bonding agent before contacting new concrete. 11. Remove and dispose of all excess materials in conformance with applicable regulations. DETAIL 3.4: PIPING PRESSURE TEST AND DETAIL 3.5: ALARM SYSTEM AND DETAIL 3.6: TRENCH DRAIN (#1) CONTAINMENT PIPE DETAIL VENT EXIT DETAIL z o z 0 2 ,. 2P 0 2 ZxoE UNAUTHORIZED ALTERATION OR PROW. ENGINEER: GG DRAWN BY: WH e A°WORATR , F D°`°" " 1 60 ANSEL HALLET ROAD GLOP A NROW, TO OF STAFE UW DESIGNED 9Y: WN/GC CHECKED BY: GG r 1 " �f °"� f°R °"� DRAWING s s ° `E°T "' —.-- WEST YARMOUTH, MASSACHUSETTS No 411Is OF ANY PARSER1 PREPARED 9Y OR DFARINO THE SEAL OF DRAWING DATE: '/16n2 PRINT TYPE. B4W ROUX ASSOCIATES INC \'CA. O)yyEp� H /HE ENG INFER, SHALL NOT BE �PoNALEMO OFCHMT MR MOUSEYFOREXENSO S OFFICE PAPER SIZE ARCH ° WILLOW STREET REALTY TRUST ! C� OF SHE PROTECT OR ANY 67 South Bedford Street, Suite 101W OTHER PROTECT WITHOUT /H£ PROJECT NO.: 04N.0O7NA002 n'RO1£N CONSENT OF 1}/E Burlington, Massachusetts 01603, (781) 270-6660 CI O .zO ENLYLYId£FR DRAWING F11£ FE47100020WG EXISTING 4- PJC INNER DRAIN PIPE WITH 8' POLYETHYLENE CONTAINMENT PIPING BY TRENCH DRAIN ($2) TO BE CUT, PLUGGED, AND ABANDONED IN PEACE DECOMMISSION DMO PROPOSED PIPING SYSTEM VEHICLE WASH WATER HOLDING TANK DETAIL SHEET DRAWING 3 OF