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HomeMy WebLinkAbout0073 WEST BAY ROAD - Health 73 West Bay Rd 117-1.19 Osterville t, . V� New England Telephone and Telegraph Company Fuel Tank Installation Dial Exchange Building Osterville, MA PART 2 - PRODUCTS 2. 01 FUEL OIL STORAGE TANKS, PIPING AND ACCESSORIES A. Furnish and install a vaulted above ground fuel storage tank where indicated on the drawings and as manufactured by ConVault. Tank shall meet the following design criteria: B. Steel Tank: 1. Steel tank shall be manufactured in accordance with U.L. 142. 2. Steel tanks shall be rectangular in shape and have continuous welds on all sides, inside as well as .outside, conforming with the American Welding Society Standard for continuous weld. 3 . Steel tank shall be pressure tested at 5 psi for 24 hours. 4. Steel tank shall have 6" emergency vent as required by NFPA 30. 5 . Steel tank openings shall be threaded, except for rectangular detector tube. All 2" pipe nipples shall be schedule 80 steel, 4" nipples shall be schedule 40 steel. 6. Outer surface of steel tank shall be covered „I by 1/4" thick insulating spacer panels of polystyrene which melts on contact with leaking petroleum products. 7. Secondary containment shall consist of a 30 mil, non-permeable, high density polyethylene geomembrane enclosing the polystyrene spacer panels. 8 . Steel tank shall be pressurized to 5 psi until concrete sets to provide expansion space between concrete and steel tank during use. MECHANICAL 15500-7 New England Telephone and Telegraph Company Fuel Tank Installation Dial Exchange Building Osterville, MA 9 . Steel tank shall be supported internally by a minimum of two 6" wide beams. 10. No steel or insulating spacer panels in unit shall come in direct contact with concrete or any other corrosive material with the exception of tank top opening which must be a minimum of 3/8" thick steel pipe. 11. Steel tank exterior should be finished with a rust preventative primer . 12. Tank shall have number and size of openings as shown on drawings. 13 . Tank capacity shall be 1000 gallons. C. Concrete Encasement: 1. Steel tank and secondary containment shall be encased in homogenous layer of a minimum 5,000 psi factory poured reinforced concrete, 6" thick,, with no penetrating metal elements except at the top. 2. Vault shall be of a continuous and visually verifiable monolithic (seamless) pour on top, bottom and sides of steel tank and contain no cold joints or heat sinks (heat transfer points) on bottom and sides. 3 . Vault shall have capability of physical monitoring between primary and secondary containment. 4 . Vaulted tank shall be tested in accordance with UL Standard 1709 and shown to have a two hour fire wall as mandated by the Uniform Fire Code. 5 . Vaults shall have number and size of openings as shown on drawings. MECHANICAL 15500-8 New England Telephone and Telegraph Company Fuel Tank Installation Dial Exchange Building Osterville, MA D. Installation, Compliance and Other Specifications: 1. Unit shall have concrete exterior, finished with protective epoxy coatings. 2. Unit shall have exterior warning signs of proper location and configuration to meet applicable code requirements. 3 . Unit shall be approved for Phase II balance recovery. 4. Vaults shall have concrete support legs of unitized monolithic construction. Unit shall be placed on a foundation of reinforced concrete pad. 5. Tanks shall have . seven gallon overfill system, UL listed, with internal reservoir and normally closed UL listed drain port. 6. Earthquake restraints shall be installed where required by local jurisdictions. 7. Vaulted tank design shall have been in manufacturing production and commercial use for a minimum of five years. 8. Tank and concrete vault shall be finished as one unit at factor and require no assembly, . Y q Y, construction or completion at installation site. E. Tank assembly shall have a . thirty year manufacturer ' s warranty. F. Tank package shall be provided with diesel package with suction tube. G. Fuel Oil Piping and Fittings: 1. Furnish and install all fuel oil supply and return piping, vent piping, gauge lines and make all connections indicated or required. Installer shall be approved by the pipe MECHANICAL 15500-9 i New England Telephone and Telegraph Company Fuel Tank Installation Dial Exchange Building Osterville, MA manufacturer and licensed by state if applicable. The piping system shall be complete with all the necessary check valves, gate valves, filters, fusomatic shutoffs and emergency switches as required by state and local codes. Test all fuel oil suction and return lines. Suction lines shall be air tested at 100 psig and 22" vacuum for four hours. If any leaks develop, repairs shall be made and tests repeated until leaks are eliminated. All tests are to be made prior to connection to fuel oil tank. 2. Above ground fuel supply and return piping shall be type K copper with flared fittings. Piping located exterior of building shall be completely encased in individual 3" ` galvanized schedule 40 steel piping with long radius elbows. 3 . Fuel oil storage tank vent piping shall be galvanized schedule 40 steel and shall extend a minimum of 12 ' -0" above grade. Vent pipe shall terminate with a cast aluminum bodied T type vent cap which emits a whistle until • fuel level closes off the extension tube. Emco Wheaton Model A634 or approved equal. 4. All pipe shall be installed to allow for expansion without excessive stress on pipe, hangers or the building structure. 5. Any steel piping shall have .standard screw joints. Install swing joints as required. All screwed joints shall be made tight with tef lon tape. 6. All piping shall be cut accurately and installed without springing or forcing and . shall properly clear all building components. Steel piping shall have burrs removed by reaming: and shall be installed to permit free expansion and contraction without damage. Horizontal runs of vent piping should be avoided whenever possible. MECHANICAL 15500-10 C. A. CROWLEY ENGINEERING, INC. 22n M mm n 40-48 North Main Street IL[EUTEQ 0F �QQUV�IIWO��Q `� MIDDLEBORO, MASSACHUSETTS 02346 DATE. JOB NO. (508) 947--6888 (�(800) 843-1534 2 Z 5.20 � FAX (617) 986-5321 - ATTENTION TO 02 2�Lj E-17,*1 e S-f oes 01" 04� 02 a O e/' 11/' > WE ARE SENDING YOU .♦!Attached ❑ Under separate cover via the following items: ❑ Shop drawings . ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION eve c5a)Un /--`X44115 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS\RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: PRONOCT240-3 Jn e Im,cmmn,n>m 01471. if enclosures are not as noted, kindly notify us at once. 0000� APT" : - J7 f_ _ At, '� - -- FX►S'�6� ji Grp�. . --- " N x rcyus To JZWMAtCP) N �+-� {?Eh/I OBE„ 6G�fr1 j ,,.,G. ..�... F E.L c2i A. G CH AI LINK 141 f�G/V1 ST/^fj E QE_ 41.E F ii IT VSO ILZ ` r r ,.►�- - — — -s- - S rQt�C WA,L iG �z��i �ANi rAa� Fl• S7o tJ Es �� 2E/,A0 v15TG ' A I coNOEr2soRz OwI r 5 E SrEG'S. x GRa u G 1000 GALLON ABOVE GROUND FUEL STORAGE LEGEND SITE LEGEND TANK ON 8° SLAB. AREA TO BE REGRADED. SEE DETAILS. CONNECT NEW TO EXISTING i 1-1Z PROVIDE TOP SOIL AND -_ 4 MIN SIDEWALL PIPEF.O.S.--� FUEL OIL SUPPLY 1 HYDROSEED AREA. I SUPPORTS (TYP) 3/4' FOR DN TO �---F.O.S. FUEL OIL RETURN AREA TO HAVE EXISTING TANK CONNECTION PAVEMENT REMOVED. 7 — 5/8" O.D. FOS & R FUSIBLE LINK VALVE REGRADE AND PROVIDE N � �� (2)2' F.O.S- '! TANK GAUGE TOP SOIL & HYDROSEED NIPPLES X mln CHECK VALVE AREA. TANK LEAK ALARM ' FUEL STRAINER EDGE OF EXISTING 1 PAVEMENT _ _ - --- - - -- - - --- - -- - -- - ---- - -- _ - ----� BALL VALVE 1 REMOVE (2) EXISTING 1/2" O.D. FOS PIPE DROP AVORVIDES PROVIDE (4) PAVED 1/2' O.D. FOR L ROOM " ENGINE ROOM PIPE SUPPORTS NEW 10 DRIVEWAY 1 ` I 2 VENT UP TO CONDUITS I FROM FLOOR (TYP) FLOW ARROW EXISTING AIR AVORVIDES SAWCUT PAVEMENT ( 12 FT ABOVE GRADE _.__I I AT NEW EDGE NG 45 KW VAL EXISTING OIL I DIESEL GENERATOR SEE DETAIL CONDITIONING UNITNEW FURNACE � � WALL MOUNTED JUNCTION BOX FUEL TANK 1 (2) 4"0 X 4' TALL I FENCE I CONCRETE FILLED 1 I I u{�Illl► I INK. VA[ VI Al BALLARDS SET IN 1 ! P11- I-N IRANCE TO BI DG - CONCRETE 1 E:::T _ -- --- - - - -' -- - _ --- �--- � �I EX"jaIN(., CE NE RA f(iR I 5/8" O.D. f 0 , At Ir ' TU TANK ' JUNCTION BOX F)R --� � TERMINAL STRIPS FOR - r REMOTE TANK ALARMS ( -�-4� `-- t `► -f MH ! I� ; (2) EXISTING BRICK DRYWELLS I SEE SPECS. 12IMTD I�I�It,IN.11 ullllhlN, i ! PART PLAN OF MECHANICAL ROOMS EXISTING FLEXIBLE SCREW I,A`.I `,UPPUk I - ' A'�i`��;;'N 1 TALE: 1, 4„_1,_ ,� HOSES TO Fl.(XJk (IYf') _ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PIPE SUPPORTS BALL VALVE (TYP) ' ELECTRIC' 1 rl -_- --- --- - - -- _-, 1 � `________ FIJ�IfTIf. FINK VALVE (TYf') i j I - _ _ _—. REQUIRED AMPSAJ r -� ( ) —_ - __ UNION 1YI' qRV E L ' ' i�t�Al1 � tINDERGROUNp XIST1Nt� � _ 1DRYW'£LL � , . � ' I � BATTERY ROOM M i � FLOOR �---- - - lU" Fllll FLOW FILTER �� FURNA(,E ROOM — ENGINE ROOM i GENERATOR FUEL PIPING DETAIL - J �� BALL VALVE (TYP) SEE 1/4 SCALE FUSIBLE LINK VALVE - EXISTING OIL FURNACE PLAN ABOVELOCATED AT PIPE SI I E PLAN SWITCH ROOM 1/ c 2" O.D. I JWI _ -- F.O.S- I ---— UNION (TYP) ° � I 1/2' O.D. �� -- 4' NIPPLE 6 EMERGENCY` F.O.R. FILTER CHECK VALVE 1 7 GALLON U.L. LISTED OVERFILL CONTAINMENT VENT NIPPLE i (?)fL 2' NIPPLE - - SPLIT RING SUPPORT W;INTERNAL DRAIN AND POSITIVE SEAL / �TT ����/ f;/ ! l�, L DOUBLE TAPPED SPLIT RING SUPPORT PIPING DETAIL F.O.S. & R t FURNACE FUEL PIPING ;f - �-- THREADED ROD (TYP) 4"0 X 8" LONG FILL � SUCTION NIPPLE AND CAP � SUPPORTS SHALL BE ! I BASE PLATE SCREWED FLOOR PLAN I TUBES —! - - �. SPACED TO ADEQUATELY 1'-6" " ,, � � J�CALE: 1/8„_1,_0„ •� U.L. SERIAL NUMBER TO FLOOR SUPPORT PIPING TANK S7F F -- -- FURNACE SUCTION -- - -- ---- TUBE AT 50% DOUBLE POPPET m TANK 'BEVEL FOOT VALVES C !�) SECTION AA FUEL PIPE SUPPORT DETAIL - - J BOX FOR TANK L --------------- ---------------- �-� nil ENGINE RCJ�P�- GAUGE POWER SUPPLY Nth SCALE �' i " "OUTLINE Of CONVAULT TANK� ~i i J BOX FOR LEAK ALARM 3/4"C, 2#12&GND z A , q TO NEW 1P-20A BKR POWER SUPPLY " " WITHIN PANEL EBP . NEW BREAKER SHALL 1 , , BE OF SAME MANUF. 1 E --AS EXISTING PANEL. - - I it - -- _ - - ---- ---------------J - - - -- s a 1 „ 1 11 ------- --------_----------- 1 �* r _ 1I 1 1/2'X1-1/2° LEAK � ,t - _ �---------- - 4 ' DETECTOR TUBE ' 4" NIPPLE COLLAR LID i 2" NIPPLE __ ELECTRIC PART PLAN r Yye TOP SURFACE TO RECEIVE m TOP EDGE TO RECEIVE I WITH VENT ;; LIGHT BROOM FINISH TOOLED EDGE 4" FILL NIPPLE _ �; I ; ; qN w SECTION BB EXISTING ELECTRIC PANEL �f SGA�t; 1 '�4 _ ' CONTAINMENT �—�- EBP . PROVIDE NEW ' n n 1 _ INNER COPPER ' 24 X 24 X 3 � ; ; BREAKERS AS SPECIFIED. 1 _ _____� 1 q FUEL LINE 6" 4 GR60 - 10 SPACES @ 1'-0 I q ; PADLOCK HASP — , , TOP & BOTTOM (2)-2" NIPPLES " 6" EMERGENCY 4" NIPPLE- ; OUTER STEEL --------- -- 1 , PIPE ----------------------- e ;' ABOVE GROUND FUEL STORAGE TANK VENT NIPPLE r , --------------- --------- --- - �-_------- ---.----_-_---------- - --- � � � � TANK NIPPLE INSTALLATION - PLANS & DETAILS TANK TOP SECTO AA _ — NOTES: NEW ENGLAND TELEPHONE & TELEGRAPH CO. 1. CONCRETE, 28 DAY COMPRESSIVE STRENGTH F'C = 4500 PSI. DIAL EXCHANGE BUILDING 2. REBAR, ASTM A-615 GRADE 60. ----- - c - OSTERUILL� MA. 3. PRODUCT WEIGHT, 7,131) lbs. ABOVE GROUND TANK DETAIL TANK TOP PIPE CONNECTION DETAIL C . A. CROWLEY ENGINEERING, INC_ TANK SLAB DETAIL ------- -- CONSULTING ENGINEERS NO SCALE NO SCALE _._______-_._.__. 40-48 NORTH MAIN STREET NO S�Al KED a�: [ MIDDLEBOROUGH, MA 02346 ME _ _--- o�4g (508) 947-6888 1 -800-843-1 4 i