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0656 MARY DUNN ROAD
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'� W t,� '' I " ••. a,a `.l �lsl`ti `.a t the' ��' r.l,:,i,z s ty� ��.,;G,,-;•'nti, n,t, ':I ,� !af � 4/���<�or ,Yjj�yy,,��,,�y ,'h",�` r.��'t;^�,.,.r, .9 .. .•������� �lFLV1E��1��� �� ��r awl fS€� {a������M3;fl ���iP E���tt��,,� } ,r7.�1'�7 eN ��-���i'1�5��'�±11 '�43:et1'Y"ri';f?tr+i��^+ �7F ,?="r! &sc,.���!'�u �l' �:r.<,•,,,a3r1 F-�Y� 1'r`a,i :.i:c yy FF I,,�..a:���;i:,alx7�+.1, Ik,� 1 .3f' CA 'rti3f' �1 r �t M -i S 1 � r; �Tt�i�^s!Is a"�;r..Yi�i nea.f. _ t yt f:�,,��G. 1 .ti: Xe, f 1'.�2+�}�"i 4 ?+„t J a C a;x ,h:.,_r�i o'�.W,�, eNk� ,ta G S w ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 33/ Parcel 00 Xo,l" Application # 0, 6) �27Cco Health Division Date Issued Conservation Division 2- VApplication Fee-1424a_ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board .i3 / ee7 Historic - OKH _ Preservation/ Hyannis Project Street Address 6 J(„ MA 1 0 a 174/ Pd. Village /4. / 602,16 Cce //j/%�� Owner The Address puo Rid.- I.4 Telephone J7? ) 9 _- ,?,2 0 Permit Request4Car 7E F/77;q j le" A� S 46 y 3,0 (/ixtm) Square feet: 1st floor: existing/2(`? proposed/6.lr9 2nd floor: existing proposed Total new 2 9c2 C Zoning District Flood Plain Groundwater Overlay Project Valuation ,3(,0, um Construction Type 14l/617 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 1l•No On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new N1A Half: existing new A09- Number of Bedrooms: A3/41 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ' Other &,ie, ve_ Central Air: ❑Yes ❑ No . Fireplaces: Existing New Existing wood/coal stove: ❑Yes Ai No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review trivih U/-ii i�, e[d f. Current Use UTj/ jT? Proposed Use Lpqms APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A le •kV �. M Tel:.hon: Number L4 t , d9- AAA Address v. eTcc... M1 icense # t 61.24 0 Home Impro - - t Contra.,or# Email or y.".. LQvz.o Jv Taw Aa•v.ir,0. .-L4 v Worker's Coma- sation # ALL CONSTRUCTION DEBRIS RESULTING FRIF IS PROJECT WILL BE TAKEN TO SIGNATURE 47 DATE /0 ////6 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED t MAP/PARCEL NO. • ADDRESS VILLAGE OWNER. s • DATE OF INSPECTION: J FOUNDATION z FRAME • INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH • FINAL FINAL BUILDING V' DATE CLOSED OUT ASSOCIATION PLAN NO. ` L`' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name M.1614.4-L I- •Vokke\i -Air Telephone Number COE) 03 -3997 Address -M 131.91try'( L-IJ' License # GS - 065-ba2 j • E-7STO0 Home Improvement Contractor# Email v4e� 1`A4Le, emu+ Worker's Compensation# vie A ALL CONSTRUCTION DEBRIS RESULTING F OM IS PROJECT WILL BE TAKEN TO SIGNATURE ✓ DATE / ��' /'/ 56-614) 2e) . '-', essor's Office(1st floor) Map- 3.31 Lot 0'30 SOD Permit# /10165-79 ' Conservation Office(4th floor) 7/2'V W Date Issue Board of Health(3rd floor)(8:30-9:30/1:00-2:0 rm 'St'7/ 4"Fee IRO Engineering Dept. (3rd floor),House#1 do Planning Dept.(1st floor/School Admin. Bldg. 'i. o u v ve<<u,®s of hi4�UYie- • BARNSPABLE. .' Definitive P1 , •.ved by Planning Board - 19 e �� EOMK�� TOWN OF BARNSTABLE 'Z'6 Building Permit Application 41411111Y Project Street Address Village /-ii1 NtS • Owner l,i_rS%J46.tZC WV,A A ac-hie.A.A7 Address 4 i a-6 ile4Aeta ot,T7ti-0. -1)e9r,Nas Telephone *" 77.5" - odd 3 • Permit Request F., 44.) &)P DS; ChM1 oL Total 1 Story Area(include 1 story garages&decks) •/gyp A square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ 4-09 Zoning District Flood Plain Water Protection y t-S Lot Size Grandfathered? • Zoning Board of Appeals Authorization gifr Recorded Current Use (oeecdi oil dou-tt 1 >lai2/ Proposed Use f Construction Type oM 6Ht��� / �, w �G?7Q YP Al2>�/ S' � y ecof Commercial VO.5 Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel i P-0,ANE Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name A, I o,FAr`in 4- ex. Telephone Number ,0-- 7(Qc9- gF Address JJO 4C'li�sSS Y D . License# 030 6-6 ithgCI. .0) Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ed-Kin-VC 1O/ i nATOc)./ ice._ SIGNATURE aQl,Hg-te.k. DATE t/a l�1f. BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) tt Ilk . . - FOR OFFICIAL USE ONLY - • PERMIT NO. 10659 , a - DATE ISSUED Sept: 29. 1995 - t _ - i, MAP/PARCEL NO. 331.003.B00 •• `, . " .a . ADDRESS 656 Mary Dunn Rd. • VILLAGE Barnstable, Ma 02630 - ".r ' . . fi OWNER Barlaco, Inc. -(Barnstable Water Co.) , ` r , , DATE OF INSPECTION: • FOUNDATION �, 1: -��.; ' ,y rr _ - FRAME t ;. L CS �� ✓ E ,� , , 1 INSULATION s'd r $ •` • - •- • FIREPLACE , + - - _ ELECTRICAL Rt9UGH: FINAL - r , - PLUMBING: ROUGH FINAL t $ - r •GAS: ROUGH FINAL , • _ FINAL BUILDING - ' 1 i i • $ ' DATE CLOSED OUT ` - $ ASSOCIATION PLAN NO. { I 4 • 1 F 1 j 1 ,Ij f f , I , 1 i t. Il 1 .. ,.. .. Wit_.=._. ...._:..:�� • � "'a" .��k.,.�.,. � •'--a--; ._,- - ' ;--,e' . ---.,- . •_: ,:.\. 7qo. '_ —7 TOWN OF BARNSTABLE .. \ r BUILDING PERMIT � L ., ! , PARCEL ID 331 003 BOO GEOBASE ID 24623 ADDRESS 656=MARY DUNN ROAD PHONE Barnstable ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA. PERMIT 10659 DESCRIPTION ERECT NEW CORROSION CONTROL BLDG. PERMIT TYPE BUILD TITLE NEW RES/COMM BuDGDepitttihent of Health, Safet3 CONTRACTORS: and Environmental Services ARCHITECTS:, _ 7 . TOTAL FEES: $120.30 ' �T1g BOND $.00 CONSTRUCTION COSTS $500,000.00 . t=I 1 PRIVATE P. 4 ' t'`. ABA 's „ 32s' »ram t639. ` OWNER BARLACO, INC 6 ADDRESS % BARNSTABLE WATER CO PO BOX 326 j,. HYANN I S z: MA .a • - ,� -. BUIL O DATE ISSUED 09/29/1995 EXPIRATION DATE BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBUC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBUC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPUCANT FROM THE CONDITIONS OF ANY APPUCABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION: OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION A'PROVALS ON APPROVA.> ELECTRICAL INS' ON APPROV -:.r 1D•C ACi 3-S b G - � �,_ 4 1 V6 yr s Y '' 6-..R _,-- ii, 3 ---- HEATING INSPE. N A OVALS •- . ENGI$EERI I EPARTYENT 2-. 0 1 `_ ( _��'S�S - 2 9 -Z3 - 5 h r Boa OTHS ,. SITE P APP- i - . - €r WORK"; 'PROCEE NT1L i '•ER r. LLB• 111E NU . ;0.VOID IF CON- INSPE - INDICATED ON THE IN AS APPRO - 9 THE ,,- . ON WO :IS NOT i J' WITHIN SIX ARD C• ARRANGED FO' VARIOIJ'`•'-ES OF CON' ' 'UC- 1,.!.. ! -.1* S OF D ':=.THE PER 1 S ISSUED AS : PHO t`` ITTEN NOT1 ; T10N. 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IS p e N w a/ tr T M.aaw- •-••(i" - .Frew ILio - `R":a• rA .O n n M Vs.r.ar S—O'Jl a•A•i Manta %.lt - O W _ _ •-4 _ M q wY�a•..vv.aer -"����}':= _ — �<- _ NORTH FLEVATfoN]a Ivwr --'1 g')''•- - r Mtw1F P P!I ADO' ,..Tu. - - •rJaei�t .A., a -. -• f•LLf.e/•a sat.r•v.ra __ _ • 1•I Id ---t.l�.L.rasa - R[fL.b.T Syr wYW a1.r.o4O.s Dear FF.w(acr law a MI Fr••wo.a••m la•MI ae _.. I.�. G E[ 6 , o bb ell•q y •-:-a 6 C:., • f.R>< •-_ ` _ 1.fRM _ a u.RigaG .• ...,.. W Atr.•'wrrb•.F ` I.wasv -` I ••P<Tfwn-.` :-- __""' F M.•.fa+• il..0 w .n as NFL w ma � J1 : • RINI • 1 • .M.Ru.•+e - r i R..e <ataaE— e a ...Onlia�•a a.•. ii�a 31 ---- fo4 sAG -. 1 d earla —' - _ .. _..- w.m . • �P OR IT:Tus • nwM"Etas • 2 - DOM MP TOWN CrTA_E•n.....�.ND.f • eAS• .s ELEVATION BUILDING N0. r • - Smog •w,tt:a al- twos.` f BARNSTABLE WATER COMPANY Hyannis, Massachusetts MATERIAL AND EQUIPMENT SPECIFICATIONS FOR CORROSION CONTROL FACILITIES MARY DUNN WELLS, AIRPORT WELL, HYANNISPORT WELL August • 1995 Dufresnetienry,Inc. Corrosion Control Facilities Table of Contents Barnstable Water Company Engineer: Dufresne-Henry, Inc. Page 1 TABLE OF CONTENTS DIVISION 2 - SITE WORK 02665 - Water Mains and Appurtenances DIVISION 11 - EQUIPMENT 11231 - Chemical Feed Equipment 11270 - Process Piping Valves and Appurtenances DIVISION 16 - ELECTRICAL 16210 - Standby Generator 16470 - Panelboards 16481 - Motor Starters 16490 - Automatic Transfer Switch 16900 - Instrumentation and Controls Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 1 SECTION 02665 WATER MAINS AND APPURTENANCES PART 1 GENERAL 1.01 WORK INCLUDED A. Furnishing pipe for water main extensions. B. Furnishing miscellaneous appurtenances. C. Installation. D. Testing. 1.02 REFERENCE STANDARDS A. ANSI A21.4/AWWA C104 - Cement Mortar Lining for Ductile Iron and Gray Iron Pipe and Fittings for Water. B. ANSI A21.10/AWWA C110 - Gray Iron and Ductile Iron Fittings, 3" through 48", for Water and Other Liquids. C. ANSI A21.11/AWWA C111 - Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure Pipe and Fittings. D. ANSI A21.51/AWWA C151 - Ductile Iron Pipe. E. AWWA C600 - Installation of Cast Iron Water Mains. F. AWWA C601 - Disinfecting Water Main. G. AWWA C150 - Thickness Design for Ductile Iron Pipe 1.03 SUBMITTALS A. Submit shop drawings and product data in accordance with Division 1. 1.04 INSPECTION AND TESTING A. All pipe and fittings shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. The Contractor shall furnish in duplicate to the Engineer sworn certificates of such tests. B. In addition, the Owner reserves the right to have any or all pipe, fittings and special casting inspected and/or tested by an independent service at either the manufacturer's plant or elsewhere. Such inspection and/or tests shall be at the Owner's expense. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 2 C. Pipes and fittings shall be subjected to a careful inspection and a hammer test just before being laid or installed. PART 2 PRODUCTS 2.01 GENERAL A. All products included in this section shall conform to the require- ments of the standard specifications referenced herein. B. Pipe size shall be as shown on the Drawings. C. All pipe materials and methods of jointing shall be as shown on the Drawings. 2.02 PIPE AND FITTINGS A. Ductile Iron Pipe: Pipe shall be designed in accordance with AWWA C150 and shall conform to ANSI A21.51/AWWA C151, Class 52 and shall have push-on joints except that pipe installed in vaults shall have flanged ends conforming to ANSI B16.1. Pipe shall be double cement- lined with seal coat inside and out, conforming to ANSI A21.4/AWWA C104. Push-on joints and rubber gaskets shall be in accordance with ANSI A21.11/AWWA C111. B. Pipe Fittings: 1. Fittings shall be compact ductile iron fittings (350 psi pressure rating) conforming to ANSI A21.53/AWWA C153. Joints and gaskets shall conform to ANSI 21.11/AWWA C111. Joints shall be furnished with ductile iron retainer glands. Fittings shall be double cement-lined and seal-coated inside and out in accordance with ANSI A21.4/AWWA C104. Tees for hydrant branches and for stubs for future use shall have mechanical joints on the run with a plain end having an integral rotating gland on the branch. The gland will anchor mechanical joint pipe or valve ends to the plain end of the tee. C. All ductile and cast iron pipe and fittings shall be clean, sound and without defects. The castings shall be smooth and free from pinholes, excess iron, etc. The coatings shall be continuous, smooth and neither brittle nor sticky. 2.03 RETAINER GLANDS A. Mechanical joint restrain shall be incorporated in the design of the follower gland and shall include a restraining mechanism which, when actuated, imparts multiple wedging action against the pipe, increasing its resistance as the pressure increases. Flexibility of the joint shall be maintained after burial. B. Glands shall be manufactured of ductile iron conforming to ASTM A536-80. Restraining devices shall be of ductile iron heat treated to a minimum hardness of 370 BHN. Dimensions of the gland shall be Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 3 such that it can be used with the standardized mechanical joint bell and tee-head bolts conforming to ANSI/AWWA A21.11 and ANSI/AWWA C153/A21.53 of latest revision. Twist-off nuts shall be used to insure proper actuating of the restraining devices. C. The mechanical joint restraint device shall have a working pressure of at least 240 psi with a minimum safety factor of 2:1 and shall be EBAA Iron, Inc. MEGALUG or equal. D. Retainer glands shall be used on mechanical joints as shown on the drawings or as directed by the Engineer. 2.04 VALVES A. Resilient Seated Gate Valves 1. Resilient seated gate valves shall be manufactured to meet or exceed the requirements to AWWA C-509 of latest revision. Valves shall have an unobstructed water way when fully opened equal in diameter to at least 1/4" greater than the nominal valve size. Valves shall have mechanical joint ends with retainer glands. 2. All internal surfaces shall be coated with epoxy to a minimum thickness of 4 mils. Said coating shall be non-toxic, impart no taste to water and shall conform to AWWA C-550 of latest revision. 3. Valves shall be provided with two 0-ring stem seals. Both 0- rings shall be located above the thrust collar. The sealing mechanism shall provide a dual seal with zero leakage at the water working pressure when installed with the line flow in either direction, and shall consist of a cast or ductile iron gate having a vulcanized synthetic rubber coating with no rubber metal seams or edges in the water way when in the fully closed position. 4. All valves shall be seat tested at the rated working pressure in accordance with Section 6 of AWWA C-509. Valve shall be rated at 200 psi working pressure and 400 psi test pressure. 5. Valves shall open left. Valves shall be Mueller or Clow. B. Valve Boxes 1. Valve boxes shall be furnished for all valves and shall be made in North America. Shop drawings will be required for approval before delivery. 2. Valve boxes shall be standard cast-iron, asphalt coated, adjustable, sliding type, together with cast-iron covers with the word "water" plainly cast in relief on the top surface. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 4 3. The bottom section shall have a minimum I.D. of 5-1/4-inches. The top section shall have a minimum diameter of 6-1/8-inches. There shall be a minimum 6-inch overlap between sections. 4. The bottom section shall be 48-inch in length for all butterfly valves and 36 inches in length for all gate valves. The top section shall be at least 26 inches in length and have a plain bottom. No three-piece combinations shall be acceptable. 5. Valve boxes shall be completely and thoroughly coated with bitumastic paint. 2.05 Tapping Sleeve and Valve A. Tapping sleeve• shall be the wrap around type for use on cast iron "CD" pipe with ductile iron outlet. b. The sleeve shall have a 18-8 stainless steel shell with a gridded virgin SBR gasket providing 3600 pipe coverage. The outlet gasket shall be BUNA-N. The lifter bar and bolts and nuts shall be 18-8 stainless steel. The sleeve outlet shall be fully passivated welded. A 3/4-inch 18-8 S.S. test plug shall be provided. The flange shall be 18-8 S.S. with recess to accept a standard tapping valve. Flange shall conform to AWWA C207 Class D. ANSI 150 lb. drilling. Tapping sleeves shall be Ford or approved equal. C. Tapping valve shall have a flange with "0" ring seal and drilled to correspond to that of the tapping sleeve to insure proper alignment. The outlet side shall be mechanical joint. D. Tapping sleeve shall meet or exceed provisions of AWWA C-500 specifications. E. Tapping valve shall be designed for 200 psi working pressure and 400 psi test pressure and shall open left. F. Tapping valve shall be iron body, resilient seated gate valve with 2-inch operating nut as specified in paragraph 2.03. G. Tapping valves shall be Mueller, or Clow. 2.06 HYDRANTS A. Hydrants shall conform to the requirements of AWWA C-502, and be designed for 150 psi working pressure tested to 300 psi hydrostatic. Hydrants shall have 6-inch mechanical joint shoe, 5-1/4-inch valve opening, open left with two 2-1/2-inch hose nozzles and one 4-1/2- inch pumper connection, National Standard Threads, operating nut and nozzle cap with non-kink safety chains. Bury length shall be 5' -6". B. Hydrants shall be the compression type, closing with the pressure. They shall be traffic model with safety flange and stem couplings. C. Hydrants shall be able to be rotated 360 degrees. They shall have a positive closing, self-cleaning drain valve and drainage area shall. be completely bronze or brass lined. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 5 D. The Owner has standardized on Mueller Centurion or Clow. The Contractor shall therefore use same. E. Hydrants shall be painted red to match Water Company's standard color. Tops shall be fluorescent white. 2.07 MISCELLANEOUS A. Corporation stops shall be brass compression-type with AWWA Taper (CC or CS) Thread. Corporations shall be supplied with pack-joint. Corporation stops shall be Mueller or approved equal. B. Curb stops shall be of brass and shall be Mueller Curb Stops or approved equal. The inlet and outlet shall have compression connections. C. Each curb stop shall be provided with a cast iron box. The box shall be the extension type with arch pattern. Inside diameter of the upper section shall be at least 2-1/2". The boxes shall be furnished with a cast iron lid and heavy brass pentagon plug. boxes shall be completely and thoroughly coated with bitumastic paint. D. Tubing for sample lines shall be polyethylene designed for 200 psi service. Pipe shall be in accordance with AWWA C901 standard for polyethylene pressure pipe, tubing and fitting. E. Adapter couplings may be required for fitting new services to existing service lines. Such fittings shall be compression connections and provide electrical continuity. F. Couplings to be used in connecting two plain ends of cast, ductile iron, or PVC pipe shall be of cast or ductile iron with bolts and nuts complying with AWWA C-111. Couplings shall be Dresser Style 38, Smith-Blair Style 441, Clow Type F1208 or approved equal. PART 3 EXECUTION 3.01 GENERAL A. Pipe and accessories shall be handled and stored in such a manner as to insure that pipe is installed in sound, undamaged condition. Particular care shall be taken not to injure the pipe coating or lining. B. Ductile iron pipe and fittings and the cement linings are com- paratively brittle. Every care shall be taken in handling and laying pipe and fittings to avoid damaging the pipe or lining, scratching or marring machined surfaces, and abrasion of the pipe coating or lining. C. Any pipe showing a distinct crack with no evidence of incipient fracture beyond the limits of the visible crack, if approved, may have the cracked portion cut off by, and at the expense of, the Contractor before the pipe is laid so that the pipe used is perfectly sound. The cut shall be made in the sound barrel at a point at least 12 inches from the visible limits of the crack. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 6 D. If authorized, cutting of the pipe shall be done so that the cut is square and clean, without causing damage to the pipe lining. Unless otherwise authorized by the Engineer, all pipe cutting shall be done by means of an approved type of power cutter. The use of hammer and chisel, or any other method which results in rough edges, chips and damaged pipe, is prohibited. All cut edges shall be field beveled by use of a power grinder, as required, prior to installation. E. Each pipe section shall be placed into position in the trench in such manner and by such means required to cause no damage to the pipe, person or to property. F. The Contractor shall furnish slings, straps and/or approved devices to provide satisfactory support of the pipe when it is lifted. Transportation from delivery areas to the trench shall be restricted to operations which can cause no damage to the pipe units. G. Pipe shall not be dropped from trucks onto the ground or into the trench. H. The Contractor shall have on the job site, with each laying crew, all the proper tools to handle and cut the pipe. I. Damaged pipe coating and/or lining shall be restored before installation only as approved or directed by the Engineer. 3.02 CONTROL OF ALIGNMENT AND GRADE A. The Engineer has shown easement and property and other control lines necessary for locating the work as well as elevations and benchmarks used in the design of the work on the Drawings. B. The contractor shall use this information to set line and use a surveyor's level or transit to set grade as required. C. The use of string levels, hand levels, carpenter's levels or other curved devices for transferring grade or setting pipe are not permitted. D. During construction, the Contractor shall provide the Engineer, at his request, all reasonable and necessary materials, opportunities, and assistance for setting stakes and making measurements, including the furnishing of one or two rodmen or chain men as needed at inter- mittent times. He shall not proceed until he has made timely request of the Engineer for, and has received from him, such con- trols and instructions as may be necessary for the work to progress. The work shall then be done in strict conformity with such controls and instructions. The Contractor shall carefully preserve benchmarks, reference points and stakes, and in case of willful or careless destruction by his own men, he will be charged with the resulting expense and shall be responsible for any mistakes or delay that may be caused by their unnecessary loss or disturbance. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 7 3.03 PREPARATION OF BED A. As soon as excavation has been completed to required depth, place and compact bedding material to the elevation necessary to bring the pipe to grade as specified in Section 02220. B. The compacted bed shall be rounded so that at least the bottom quadrant of the pipe shall rest firmly for the full length of the barrel. Suitable holes for bells or couplings shall be dug around the pipe joints to provide ample space for making tight joints. C. The trench bottom shall be straight, free of bumps or hollows and at the proper depth. Any irregularities in the trench bottom shall be leveled off or filled in with a selected gravel or sand thoroughly tamped. D. If determined by the Engineer, the trench bottom shall be prepared by digging at least 6-inch deeper than pipe grade and backfilling to proper grade with a selected gravel or sand backfill properly tamped. E. All unsuitable material shall be removed from the bottom of the trench excavation as directed by the Engineer to the depths ordered. The trench shall be backfilled with an approved gravel backfill material, placed in 6-inch layers, to within 6-inches of proper pipe grade. Each gravel lift shall be thoroughly tamped. A 6-inch layer of selected gravel or sand shall be placed and tamped for proper pipe support. 3.04 LAYING PIPE A. Laying of pipe and fittings shall be in accordance with the requirements of AWWA Standard Specifications for Installation of Cast-Iron Water Mains, C600, except as otherwise provided herein. B. Each pipe length shall be inspected for cracks, defects in coating or lining, and any other evidences of unsuitability. Contractor shall excavate a minimum amount of trench and shall backfill trench to within 2 lengths of pipe laying. All trenches shall be backfilled at night. C. Pipe shall be laid in the dry and at no time shall water in the trench be permitted to flow into the pipe. D. The pipe shall then be laid on the trench bedding, and the pipe pushed home. Jointing shall be in accordance with the manufacturer's instructions and appropriate ASTM Standards, and the Contractor shall have on hand for each pipe laying crew, the necessary tools, gauges, pipe cutters, etc. necessary to install the pipe in a workmanlike manner. Pipe laying shall proceed upgrade with spigot ends pointing in the direction of flow. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 8 E. Blocking under the pipe will not be permitted except where a concrete cradle is proposed, in which case precast concrete blocks shall be used. F. If inspection of the pipe indicates that the pipe has been properly installed as determined by the Engineer, the Contractor may then refill or backfill the remainder of the trench in accordance with the specifications. G. At any time that work is not in progress, the end of the pipe shall have a temporary plug to prevent the entry of animals, earth, water, etc. H. Acceptable alignment shall be preserved in laying. The deflection at joints shall not exceed 3 degrees, or 12 inches for an 18-foot length of pipe. Fittings, in addition to those shown on the Draw- ings, shall be provided, if required, in crossing utilities which may be encountered upon opening the trench. Solid sleeves shall be used only where approved by the Engineer. I. Concrete thrust blocks shall be installed at locations as directed by the Engineer. Minimum bearing area shallbe as shown on the Drawings. Joints must be protected by felt roofing paper prior to placing concrete. Concrete shall be placed against undisturbed material, and shall not cover joints, bolts or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. J. Push-on joints shall be made in strict accordance with the manufac- turer's instructions. Pipe shall be laid with bell ends on the upstream side. A rubber gasket shall be inserted in the groove of the bell end of the pipe and joint surfaces cleaned and lubricated. The plain end of the pipe to be entered shall then be inserted in alignment with the bell of the pipe to which it is to be jointed and pushed home with a jack or by other means. After jointing the pipe, a metal feeler shall be used to make certain that the rubber gasket is located correctly. K. All mechanical joints at valves, fittings and hydrants shall have ductile iron retainer glands as specified. Joint shall be assembled in accordance with. To assemble the joints in the field, the Contractor shall thoroughly clean the joint surfaces and rubber gasket with soapy water before tightening the bolts. Bolts shall be tight to the specified torques. Under no conditions shall extension wrenches or pipe over handle or ordinary ratchet wrench be used to secure greater leverage. 3.05 INSTALLATION OF VALVES AND FITTINGS A. Valves and boxes shall be set with the stem vertical and box ver- tically centered over operating nut. Valves shall be set on a firm foundation and supported by tamping selected excavated material under and at the sides of the valve. The gate box shall be supported during backfilling and maintained in vertical alignment with the top flush with finish grade. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 9 B. Valves shall be anchored to all tees or fittings with retainer glands. C. Install couplings and fittings in accordance with manufacturer's instructions. 3.06 INSTALLATION OF HYDRANTS A. Hydrants shall be set at the location shown and bedded on a firm foundation. A drainage pit 3 feet in diameter and 2 feet deep below and to the rear of the hydrant shall be filled with crushed stone and satisfactorily compacted. During backfilling, additional peastone shall be brought up around and 6 inches over the drain port. Where directed by the Engineer, the Contractor shall install plugs in the hydrant drain ports. No hydrant shall be backfilled until Contractor is directed to do so by the Engineer. Each hydrant shall be set in true vertical alignment and properly braced. Concrete thrust blocks shall be placed between the back of the hydrant inlet and undisturbed soil at the end of the trench. All hydrants shall be secured using retainer glands. Minimum bearing area shall be as shown on the Drawings. Roofing felt shall be placed around hydrant elbow before placing concrete. Care shall be taken to insure that concrete does not plug the drain ports. 3.07 INSTALLATION OF CORPORATION AND SERVICES A. The tapping machine shall be rigidly fastened to the pipe half way between the horizontal and Vertical position. The length of travel of the tap should be so established that when the stop is inserted and tightened with a 14 inch wrench, not more than one to three threads will be exposed on the outside. When a wet tapping machine is used,the corporation stop shall be inserted with the machine while it is still in place. Stops shall be tightened only sufficiently to give water tightness, and care must be constantly exercised not to overtighten them. Service saddles must be installed for all taps into PVC pipe. B. Service saddles shall be installed as shown on the standard house connection detail and air release detail. Conform to the manufac- turer's recommended installation instructions. C. Care shall be exercised in the placing and laying of tubing to be sure that the pipe does not have kinks or sharp stones or ledge which would cause damage to the pipe. Place at least 6 inches of sand as shown on the Drawings, adjacent to, above and below the tubing. No stone shall be dropped on the tubing until the depth of backfill above the tubing is in excess of one foot. D. Make connections of new services with existing services unless otherwise directed by the Engineer. Use bushings and/or couplings as required to connect new tubing with existing services. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 10 3.08 INSTALLATION OF MANUAL AIR RELEASE/CHLORINATION INJECTION POINTS A. Install each gate box vertically, centered over the operating key, with the elevation of the top adjusted to conform to the finished surface at the completion of the Contract. Adequately support the box during backfilling to maintain vertical alignment. B. Installation of chlorination taps shall be in accordance with paragraph 3.06 Installation of Services. Service Saddles must be used. C. The exact location of the manual air releases will be determined in the field. 3.09 TESTING A. The Contractor shall furnish all labor, pumps, taps, chemicals, and other necessary equipment to conduct hydrostatic pressure tests and measured leakage test; and to disinfect thoroughly the mains laid under this contract in accordance with Section 4 AWWA C600-82 - Installation of Ductile Iron Water Main. B. The tests and disinfection shall be conducted at a time specified by and under the supervision and direction of the Engineer who shall judge the success or failure of the work to meet the required standards. C. In the event that the work fails to meet the required standards as stated herein, the Contractor shall perform such excavation, repair, relaying of pipe, rechlorinating, and all other work necessary to correct the work; and shall repeat the tests or chlorination as often as may be necessary and until such time as the required standards are met. 3.10 PRESSURE TESTS A. Before applying the specified test pressure, all air shall be expelled from the pipe. If suitable means of expelling air are not available at high places, the Contractor shall make all the necessary taps as shown on plans or as the Engineer may direct. After the tests have been completed, the corporation stops shall be left in place or removed and plugs inserted, as directed by the Engineer or Owner. B. The newly laid pipe shall be tested in valved or plugged sections as determined by the Engineer in the field. Water shall be slowly introduced into the section being tested by means of an approved power-driven high pressure test pump. C. The new laid pipeline shall be tested to a pressure equal to 150% of the maximum static pressure for the section being tested, measured at the lowest point of the section being tested corrected to the elevation of the test gauge. If the static pressure of any newly laid section of pipeline being tested is less than 100 psig measured at the lowest point of the pipeline section, then the minimum test pressure shall be 150 psig. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 11 D. The pressure shall be raised to the test pressure required for each section being tested as determined by the Engineer. When the test pressure is reached, the time shall be recorded and the test shall begin. The duration of each pressure test shall be a minimum of two hours. During the test, pressure shall be maintained in the section of pipeline being tested by means of a recirculating by-pass type test pump. Water shall be added in measured amounts from a container of known volume if required to maintain pressure. The addition of excessive amounts of water shall constitute immediate test failure. The Engineer will approve all gauges and test equipment. E. During the test, the line will be examined by the Engineer for visible leaks and breaks. Any defects in the works shall be repaired, and any defective materials shall be removed and replaced by the Contractor as and where directed by the Engineer. 3.11 LEAKAGE TEST A. Method of Testing. The leakage test shall be conducted concurrently with the pressure test. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof, to maintain pressure within 5 psi of the specified test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. Leakage shall not be measured by a drop in pressure in a test section over a period of time. B. No pipe installation will be accepted if the leakage is greater than that determined by the following formula: Lm SDi P 133,200 in which L is the allowable leakage, in gallons per hour; S is the length of pipe tested, in feet; D is the nominal diameter of the pipe, in inches; and P is the average test pressure during the leakage test, in pounds per square inch gauge. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 12 C. Allowable leakage at various pressures is shown in the following table. Allowable Leakage per 1000 ft(305 m)of Pipeline-gph" Nominal Pipe Diameter-in. Avg.Test Pressure 3 4 6 8 10 12 14 16 18 20 24 30 36 psi(Bar) 450(31) 0.48 0.64 0.95 1.27 1.59 1.91 2.23 255 2.87 3.18 3.82 4.78 5.73 400(28) 0.45 0.60 0.90 1.20 1.50 1.80 2.10 2.40 2.70 3.00 3.60 4.50 5.41 350(24) 0.42 0.56 0.84 1.12 1.40 1.69 1.97 2.25 253 2.81 3.37 4.21 5.06 300(21) 0.39 052 0.78 1.04 1.30 156 1.82 2.08 2.34 2.60 3.12 3.90 4.68 275(19) 0.37 050 0.75 1.00 1.24 1.49 1.74 1.99 2.24 2.49 2.99 3.73 4.48 250(17) 0.36 0.47 0.71 0.95 1.19 1.42 1.66 1.90 2.14 2.37 2.85 356 4.27 225 (16) 0.34 0.45 0.68 0.90 1.13 1.35 158 1.80 2.03 2.25 2.70 3.38 4.05 200(14) 032 0.43 0.64 0.85 1.06 1.28 1.48 1.70 1.91 2.12 255 3.19 3.82 175(12) 0.30 0.40 0.59 0.80 0.99 1.19 1.39 159 1.79 1.98 2.38 2.98 3.58 150(10) 0.28 037 0.55 0.74 0.92 1.10 1.29 1.47 1.66 1.84 2.21 2.76 331 125(9) 0.25 0.34 050 0.67 0.84 1.01 1.18 1.34 151 1.68 2.01 2.52 3.02 100(7) 0.23 0.30 0.45 0.60 0.75 0.90 1.05 1.20 1.35 150 1.80 2.25 2.70 'If the pipeline under test contains sections of vanous diameters,the allowable leakage will be the sum of the computed leakage for each size. "To obtain leakage in liters/hour,multiply the values in the table by 3.785. D. When testing against closed metal-seated valves, an additional leakage per closed valve of 0.0078 gal/h/in. of nominal valve size shall be allowed. E. When hydrants are in the test section, the test shall be made against the closed hydrant. F. Acceptance shall be determined on the basis of allowable leakage. If any test of pipe laid discloses leakage greater than that specified, the Contractor shall, at his own expense, locate and make repairs as necessary until the leakage is within the specified allowance. G. All visible leaks are to be repaired regardless of the amount of leakage. At the end of the test period if the amount of water added to the main from the calibrated vessel is less than the allowable leakage, and if the line shows no visible leaks or other failures, that portion of the main tested will be approved by the Engineer. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 13 3.12 TESTING OF VALVES AND HYDRANTS A. All valves and hydrants shall be pressure tested during the main pipeline test. Hydrant gate valves shall remain open during the main pressure test. After the pipeline has been pressure tested and accepted the hydrant gate valve shall be closed and the hydrant valve cracked open to release some pressure on the hydrant side of the gate valve. An acceptable test for each hydrant gate valve shall be no loss of pressure in the main line test pressure as each valve is closed. B. All main line butterfly or gate valves and control valves on any intersecting side streets shall also be tested by the same procedures outlined above as far as practical. The Engineer shall decide if it is impractical to test any one particular valve location. No pressure test shall be considered acceptable until all possible control valves have been tested to insure proper closing and water tightness. C. The Contractor shall make any taps and furnish all necessary caps, plus, etc. , as required in conjunction with testing. He shall also furnish a test pump, gauges and any other equipment required in conjunction with carrying on the hydrostatic tests. He shall at all times protect the new water mains and the existing water mains against the entrance of polluting material. 3.13 DISINFECTION A. After satisfactory pressure and leakage tests have been made, before placing the newly-laid mains in service, and when directed by the Engineer, the Contractor shall disinfect by chlorination. B. Prior to chlorination, the mains shall be flushed to remove dirt and other foreign substances. C. The mains shall be disinfected by the Contractor under the supervision of the Engineer. The Contractor shall use a manually controlled, vacuum type solution feed chlorinator using a mixture of water and an approved chlorine-bearing compound of known chlorine content, such as calcium hypochlorite. The chlorine shall be introduced into the main through a 3/4-inch corporation stop installed approximately one foot up-stream from the valve at the beginning of the job and shall be tested for residual chlorine at a 3/4-inch corporation stop installed approximately one foot from the downstream valve at the end of the project. D. Water from an approved source shall be introduced slowly into the main during the application of chlorine. The rate of chlorine mixture flow shall be in such proportion to the rate of water entering the pipe that the chlorine dose entering the mains shall be at least 50 parts per million. When the pipe line has been completely filled with treated water, the main shall be sealed off. Treated water shall be retained in the main for a period of at least twenty-four (24) hours. At the end of the retention period, the chlorine residual at the extremities of the pipe and at other representative points shall be at lest 5 parts per million. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 14 E. Should the first treatment fail to meet the above requirements, the procedure shall be repeated until tests show that, in the opinion of the Engineer, effective disinfection has been accomplished. F. Following acceptance of the disinfection process, the chlorinated water shall be flushed from the newly-laid main until such time as the replacement water throughout its entire length shall be equal in quality to that elsewhere in the system. G. A representative water sample shall be collected of the potable water now present in the new pipeline by the Contractor under the supervision of the Engineer. This sample shall be taken to a Massachusetts DEP certified laboratory for a bacteria analysis. The cost associated with the collection and analysis of the sample shall be paid for by the Contractor. H. Special disinfection procedures, such as soaking or swabbing, approved by the Engineer, shall be used in connections to existing mains and where the method outlined above is not practicable. 3.14 CONNECTION TO EXISTING SYSTEM A. The Contractor shall furnish all necessary labor, tools, joint materials, equipment, etc. to connect new water pipes to existing water pipes with the required proper fittings. Flexible transition couplings used to connect new water pipes to existing water pipes shall be as specified. B. All connections shall be made at such time and in such a manner as to cause as little interruption in water service as possible. C. Coordination of all such work shall be made with the Engineer and owner who shall be present when the work is done and shall operate all valves. The Contractor shall notify the Engineer 24 hours in advance of when he plans to connect into the existing water mains. D. All materials, equipment and labor necessary for the connection of the new water mains to the existing water mains shall be accomplished as shown on the plans or as directed by the Engineer and shall be considered subsidiary to the pipe laying items. 3.15 SEWER SERVICES AND DRAIN LINES A. The Contractor shall exercise caution to properly protect the existing sewer services and drain pipes from construction damage. It shall be the Contractor's responsibility to demonstrate that all existing active sewer services and drains are functioning properly after the installation of the proposed water main to the satisfaction of the Engineer. Corrosion Control Facilities Water Mains and Appurtenances Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 02665 - Page 15 B. Damage to existing drains and sewer services shall be repaired and/or replaced with materials of the same size as the existing service. Existing slopes and inverts shall be maintained. Pipe joints shall be made using suitable flexible couplings, approved by the Engineer. Fernco couplings are an acceptable coupling for sewer service repair. The Contractor shall use same. Concrete mortar joints will not be accepted. C. If damage occurs to existing house or business sewer services or storm drains and acceptable repairs are accomplished as outlined above, the contractor shall be required to adequately demonstrate to the Engineer that the repaired service is functioning normally before any backfill material shall be allowed to be placed. END OF SECTION Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 1 SECTION 11231 CHEMICAL FEED EQUIPMENT PART 1.00 GENERAL 1.01 SCOPE OF WORK A. This section of the specifications covers the furnishing and installing of chemical feed equipment as follows and as shown on the Drawings. 1.02 SUBMITTALS A. The Contractor shall submit to the Engineer six (6) complete sets of shop drawings, details, data sheets, and other descriptive drawings and material as may be required to fully describe the equipment proposed and verify conformance with the contract documents. B. All submittals shall be complete, neat and orderly. The submittals shall include the following as applicable: 1. Equipment descriptions for each piece of equipment specified. 2. Description of installation, operation and control of equipment. 3. Six (6) copies of operation and maintenance requirements for each component and the overall systems. 1.03 PRODUCT HANDLING A. It shall be the Contractor's responsibility to ensure all equipment is delivered and stored as recommended by the manufacturer and to protect against physical damage and moisture. B. Costs to repair or replace improperly handled equipment shall be borne by the Contractor. • 1.04 FUNCTIONAL DESCRIPTION A. pH CONTROL EQUIPMENT 1. The- Contractor shall furnish and install chemical feed equipment to be used for storing 50% sodium hydroxide in a bulk storage tank, transfer the chemical from the bulk tank to day tanks, and metering the chemical into the raw and/or treated water piping. 2. The sodium hydroxide shall be stored in a 2500-gallon minimum capacity polyethylene storage tank at Treatment Station No. 1, and a 4,300 gallon storage tank at Treatment Station No. 2 (relocated from an existing facility) as specified. e i Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 2 3. The transfer pump shall be manually operated to transfer NaOH from the bulk tank to the day tanks. 4. Three chemical proportioning pumps shall be installed at Station No. 1 and one pump at Station No. 2 capable of pumping 50% sodium hydroxide solution at a rate of up to 75 gpd at a discharge pressure of 150 psig. The pumps shall be equipped with speed control that will adjust the chemical feed rate based on a 4-20 mA signal from the water discharge flow tube. A spare pump shall be provided at each station. 5. A back pressure/anti-siphon valve, and pulsation dampener shall be supplied on the discharge of each pump. 6. Valves and accessories shall be as shown on the plans. 7. Level probes shall be installed in the bulk and day tanks for high and low alarms. B. CORROSION CONTROL EQUIPMENT 1. The Contractor shall furnish and install chemical feed equipment to be used for transferring the chemicals C-5 and C- 9 from bulk storage tanks and metering the chemicals into the water discharge piping. 2. The proportioning pumps shall be capable of pumping C-5 and C- 9 solution at a maximum rate of 5 gpd at 150 psi. The pump shall start when the well pump is running. 3. A four-function valve shall be supplied on the discharge of the pump to provide pressure relief, anti-siphon, back pressure, and priming aid. Other appurtenances, as shown on the drawings and described herein shall be provided. 4. Level probes shall be installed in the bulk storage tanks for high and low alarms. C. DISINFECTANT FEED SYSTEM 1. The Contractor shall furnish and install chemical feed equipment to be used for metering liquid sodium hypochlorite into the treated water supply pipe prior to entering the distribution system for the purpose of temporary disinfection only if required. The chemical proportioning pump will be used to deliver an accurate amount of sodium hypochlorite to the discharge main. The discharge rate will be automatically paced based on a 4-20 mA flow signal and the pump shall operate only when the well pump is running. 2. The sodium hypochlorite shall be stored in a 100-gallon minimum capacity polyethylene day tank as specified. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 3 3. The chemical proportioning pump shall be capable of pumping sodium hypochlorite at a rate of up to 10 gpd, at a discharge pressure of 150 psig. 4. A four-function valve shall be supplied on the discharge of the pump to provide pressure relief, anti-siphon, back pressure, and priming aid. D. CHEMICAL FEED PUMP CONTROLS 1. The contractor shall furnish and install a chemical feed pump control panel as shown on the drawings. The panel shall be used for all manual and automatic control of chemical transfer pumps and metering pumps. 2. Each NaOH chemical metering pump shall be equipped with a fractional horsepower variable speed drive (SCR type) which shall allow for pacing of the pump by a remote flow control signal from the microprocessor input/output panels. The SCR drive shall be equipped with an H-O-A switch and tent urn potentiometer. In the auto position, the pump shall start upon receiving a signal from the raw water relay, and shall follow a remote flow control signal. In the hand position, the pump shall start and follow local manual speed control. 3. Each NaOH metering pump shall be equipped with a unitized manual adjustment mechanism for dosage control. Dosage control shall be accomplished by adjustment of stroke. An on- off switch shall be provided to permit control of the pump from the microprocessor or the pump location itself. 4. The transfer pumps shall be controlled based on a push button "dead man" switch. An audible alarm horn shall be provided for high day tank level alarm. 5. Status lights and alarms lights shall be provided for: • High/low level pH alarm • High/low bulk storage tank alarm • High/low day tank alarm 6. Control panel shall also include: pH analyzer for each treatment train, digital rate-of-flow indicators for each train, and H-O-A selector switches for phosphate pumps. PART 2.00 PRODUCTS 2.01 DESIGN OF EQUIPMENT A. All of the equipment shall be the manufacturer's latest and proven design and shall have accuracies and ranges within the limits stated in the manufacturer's literature for the models specified. The specifications and drawings call attention to certain features of design, but do not purport to cover all details entering into the design of the chemical feed system. The completed system shall be compatible with the functions required and the equipment furnished. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 4 2.02 CHEMICAL FEED PUMPS FOR SODIUM HYDROXIDE A. Chemical metering pumps and associated accessories shall be provided as detailed hereinafter. B. The chemical solution pumping equipment shall form an integrated system and as such, shall be furnished by one supplier who shall provide all of the equipment and appurtenances, regardless of manufacturer, and be responsible to the contractor for satisfactory operation of the entire system. Substitutions on functions specified will not be acceptable. C. All pump and accessories of similar type and function shall be the product of a single manufacturer. D. The metering pump equipment specified hereinafter is generally based upon that manufactured by the Milton Roy Co. , Ivyland, PA. The intention is to establish that as standard of acceptable quality. E. Metering pumps shall be similar in all essential respects to the "MROY" series, hydraulically actuated diaphragm pumps, as manufactured by the Milton Roy Co. The pumps shall be duplex type designed to perform under the conditions outlined in the metering pump schedule. Each shall be equipped with a precision-designed micrometer type capacity adjustment mechanism capable of maintaining a constant flow rate with ± 1% of pump output at any respective capacity over a 10 to 1 range setting. This adjustment shall cover 100% of the pump range, and shall be usable with the pump running or at reset. The metering pumps shall have a capacity range of 0-75 GPD. F. The pump stroke mechanism shall operate with all moving parts continuously submerged in lubricating oil, and shall hydraulically actuate a teflon fatigue-resistant diaphragm, which is not pressure loaded, and serves as a separating membrane between fluids. Mechanically actuated diaphragms will not be acceptable. G. The pumps shall also feature automatic air venting to prevent vapor accumulation, built-in relief valves in easily replaceable cartridges, self-compensating hydraulic system, and a pulsation dampener. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 5 H. Metering Pump Schedule Metering pumps and accessories shall be provided as outlined in the following schedule: Treatment Station 1 Treatment Station 2 No. 3 plus spare 1 plus spare Service 50% NaOH 50% NaOH Cap. GPD 75 75 Dis. Press-P.S.I. 150 150 Pump Type Hyd. Dia. Hyd. Dia. MT'L Cons. 316SS 316SS Type Drive/HP SCR-1/4HP SCR-1/4HP Stroke Control Manual Manual BP Valve 3 Required 1 Required Cal. Col. .5 Liter .5 Liter I. Chemical Feed Pump Drives Chemical Feed pump drive motors shall be permanent magnet type, direct current operated from a remote mounted variable speed DC drive controller. Motors shall be standard totally enclosed non- ventilated DC units of the frame size selected by the pump manufacturer to prevent overheating when continuously operated at low speeds. Each motor and controller shall be suitable for continuous operation over a 20 to 1 speed range within plus or minus 2 percent of selected operating speed. A thermal switch shall be furnished in each drive motor and shall be field wired to the controller specified below to stop motor on high temperature. Motors shall be 1/4 H.P. , 0-90 VDC. J. Each DC drive controller shall be of the solid state design, utilizing SCR construction. Each controller shall include but not be limited to the following: 1. Circuit breaker disconnect for each controller. 2. Built-in surge suppressor to protect semi-conductors from line transients. 3. Adjustable maximum and minimum speed. 4. Adjustable IR compensation. 5. Circuitry shall provide a stable operation over an ambient temperature range of 32 degrees F. to 131 degrees F. , and a voltage variation of -10 percent to plus 10 percent. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 6 6. Adjustable current limit of 10% to 150%. 7. DC drive controllers shall be capable of operation from a remote 4-20 mA speed control signal. 8. Adjustable acceleration and deceleration. 9. The following operator controls and indicators shall be mounted on the enclosure door: - speed indicator 0-100% speed - Local/remote speed command selector switch - Speed control potentiometer - Green run light - Red off light - Hand-off-auto selector switch 10. The following inputs shall be provided: - 4-20 MADC speed command proportional to 0-100% speed 11. The following outputs shall be provided: - Dry contacts for running status K. Each DC drive controller shall be furnished with an individual isolation transformer. L. A spare circuit board of each type used shall be provided. Spare fuses of each type and amperage shall be provided. 2.03 CHEMICAL FEED PUMPS FOR C-5, C-9, AND CHLORINE A. The chemical proportioning pumps shall be a positive displacement mechanically activated, diaphragm metering pump Model No. A-71, as manufactured by Liquid Metronics, Inc. Acton, MA. a part of the Milton Roy Company, Ivyland, PA. For purposes of standardization, no other pumps will be accepted. B. Adjustment shall be by means of readily accessible dial knobs, one for changing stroke length and the other for changing stroke frequency. C. The pump head shall have diaphragm and check valves of hypalon. The molded elastomer diaphragm shall be preformed with an annular bead molded into its surface for non-wearing and non-stretching flexure during operation. The pump head shall be compatible with the chemical to be pumped. Liquid head connections shall be screwed type to eliminate clamping bars and other metal parts subject to corrosion. D. Ball type check valves shall be provided on the suction and discharge with the conical seat and a resilient check of suitable curvature to insure proper seating without wedging. The check valves should be integral to the pump head. All parts of the head shall be easily taken apart for maintenance and replacement. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 7 E. Stock type electric drive motor of at least 1/4 hp shall be provided. Motor shall be suitable for operation on 120 Volts, 60 cycle, 1 phase current and of TEFC construction. F. Spare parts to provide for normal operation of the chemical feed pump for a period of one year shall be provided and shall consist of at least the following for each pump: One (1) diaphragm assembly One (1) suction cartridge One (1) discharge cartridge One (1) check valve assembly Four (4) locking nut 0-rings Three (3) control spool 0-rings G. L.M.I. splash guards shall be provided for all pumps. H. Braided PVC tubing shall be provided for each pump, complete with Swagelok-type connections. An injection/antisiphon check valve with 1/2-inch NPT male connection for the injection point shall be provided. The injection check valve shall incorporate a dilating orifice which prohibits scale formation and accumulation of crystalline deposits. I. A corporation stop and nozzle assembly, L.M.I. Model No. 10998, 3/4-inch NPT as manufactured by Liquid Metronics, Inc. , shall be provided at each chemical injection point entering a pipe as shown on the drawings. J. Metering pump schedule Metering pumps and accessories shall be provided as outlined in the following schedule: Treatment Station 1 Treatment Station 2 No. 7 plus 1 spare 3 plus 1 spare Service C-5, C-9, Chlorine C-5, C-9, Chlorine Cap. GPD 5 5 Dis. Press-P.S.I. 150 150 Pump Type Mech. Dia. Mech. Dia. MT'L Cons. Hypalon Hypalon Type Drive/HP Electrical-1/4HP Electrical-1/4HP Stroke Control Manual Manual BP Valve 6 Required 3 Required Cal. Col. .5 Liter .5 Liter Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 8 2.04 ANTI-SIPHON A. An anti-siphon valve shall be designed to be mounted on the discharge piping of the chemical feed pumps and the wetted parts shall be compatible with the chemical being pumped. It shall be easily installed and/or removed from the line. B. Valve shall be Milton Roy Model of size and capacity of pumps specified. 2.05 CHEMICAL STORAGE TANKS A. The CONTRACTOR shall furnish and install bulk chemical storage tanks as specified below. The tanks shall be equal to the Terracon closed-top cylindrical tank. The tank shall be molded one-piece closed top, vertical cylindrical, flat bottomed, domed-top and manufactured with linear low-density polyethylene (LLDPE) . The tanks should all include the following: 1. 3" PVC self-aligning bulkhead fitting w/EPDM gasket, flange adaptor plate 150# drilling ANSI standard installed in dome for vent. 2. 2" PVC self-aligning bulkhead w/EPDM gasket, flange adaptor plate in dome in fill. 3. 2" welded gussetted pipe flange 150# drilling ANSI standard hot gas thermo-welded construction installed on side near bottom for discharge. 4. 16" manway w/snap-on seal cover. 5. Volume marked on side of tank in 100-gallon increments and labeled in 200-gallon increments. 6. Hydrostatic leak tests and reports 7. Submittal drawings. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 9 Tank Size (inches) Location Tank Volume Wall Thickness (gallons) Diameter Height (inches) Station 1 NaOH 2,500 86 98 .375 NaOH Day 200 36 48 * .3125 Tank C-5 50 22 34 .1875 C-9 185 36 42 .3125 Chlorine 50 22 34 .1875 Station 2 NaOH Day 50 22 34 .1875 Tank C-5 185 36 42 .3125 C-9 185 36 42 .3125 Chlorine 50 22 34 .1875 B. The CONTRACTOR shall obtain written certification from the manufacturer of the tank regarding compatibility for extended contact with 50% sodium hydroxide, C-5 and C-9. This certification shall be given to the ENGINEER with the tank submittal. C. The CONTRACTOR shall obtain written certification from the manufacturer of the resin compatibility for extended contact with 50% sodium hydroxide, C-5 and C-9. This certification shall be given to the ENGINEER with the tank submittal. D. The PVC tank vents for all bulk tanks shall extend through the wall and terminate with a PVC raintight fitting. E. The day tanks for NaOH and chlorine shall have a 100-gallon capacity. Tanks shall be provided with a high density hinged cover with a minimum of two openings. Tanks exterior shall have calibration markings and identification labels. 2.06 TRANSFER PUMPS A. The transfer pump shall pump potassium hydroxide from the bulk storage tanks and fill the day tanks. The starting and stopping of the transfer pump shall be controlled manually. B. The pump shall be capable of pumping 17 gallons per minute with a head of 28 feet. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Page 10 Inc. Section 11231 - Pa Engineer: Dufresne-Henry, g C. The pump shall be magnetic drive pump, corrosion proof construction 1750 rpm, 1/2 HP. TEFC 115/230 volt motor on a stainless steel base. Pump shall be March Model TE-5C-MD, March Manufacturing, Glenview, Illinois. 2.07 CALIBRATED CHAMBER A. A calibrated site glass of 1/2 liter capacity shall be supplied on the suction side of each pump. 2.08 CHEMICAL FEED PIPING, VALVES, AND FITTINGS A. Pipe and fittings, used between each storage tank and chemical transfer pump shall be 2-inch, Type I, Grade I, unplasticized, polyvinyl chloride pipe for maximum chemical resistance. The fittings shall be solvent solder type and the pipe shall be Schedule 80. The 2-inch pipe shall be reduced to 1" as shown on plans. B. Pipe and fittings used between transfer pump and day tank shall be 1-inch, Type I, Grade I, unplasticized, polyvinyl chloride pipe for maximum chemical resistance. The fittings shall be solvent solder type and the pipe shall be schedule 80. This 1-inch pipe shall be securely fastened to the exterior wall using lead shields. C. The 1/2-inch pipe leading to the calibration column shall be Type I, Grade I, unplasticized, polyvinyl chloride pipe. The fittings shall be solvent solder type and the pipe shall be Schedule 80. This 1/2-inch pipe shall extend into the calibration column. This pipe shall be securely fastened to the exterior wall using lead shields. D. Clear flexible braided PVC hose, 1/2" I.D./with 150 psi pressure rating will be provided. A foot valve with strainer will be provided. E. A strainer will be provided for the suction line to each metering pump. All hose and fittings shall be stainless steel Swagelok type, compatible with potassium hydroxide. All adapters, couplings, and clamps shall be provided. F. All 1" and 1/2" valves shall be of the manual ball type and the valve material shall be the same as the piping. G. The 2" PVC Electrically-Actuated Ball Valve shall require 115 VAC/60 Hz, shall be solvent welded and contain sealing material of EPDM. The valve shall be the electrically-actuated ball valve Type 104 (Type 346 2-way ball valve with Type EA-05 electric actuator) manufactured by George Fischer, Tustin, CA. or approved equal. 2.09 FILL AND VENT PIPES A. Fill and vent pipes shall be Schedule 80 PVC pipe installed as shown on the drawings. Fill pipes shall extend 12-inches into the storage tank and shall be installed with a 2-inch fill coupling with locking cap. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 11 B. Fill coupling shall be Posi-Lock Coupler as manufactured by Eastern Industrial Products, Inc. , Pembroke, MA or approved equal. It shall provide positive open or closed positioning, locking the hose connection in place with valve in open position. 2.10 LEVEL PROBES A. Level probes shall be solid state general purpose, flanged pressure-tight assembly with two (high and low) probes. Probes shall be 316 SS and probe filling shall be non-corrosive PVC base with polycarbonate housing. B. Control relays shall be provided in the chemical feed pump control panel for high and low alarms, output to microprocessor and to exterior indicator lights. C. Level probe systems shall be Series 3G as manufactured by Warrick Controls, or approved equal. PART 3.00 EXECUTION 3.01 INSTALLATION A. CHEMICAL FEED PIPING 1. Install piping in a neat and workmanlike manner. All tubing shall be installed in trays in long runs across the building. 2. Install lines inside of buildings parallel to the building walls and ceilings wherever possible. 3. Install pipes to accurate lines and grades. B. PUMPS 1. The metering pumps shall be securely anchored to the shelf as shown on the drawings and as specified herein. C. CHEMICAL FEED EQUIPMENT 1. Supply the services of a factory trained service engineer, who is specifically trained on the type of equipment herein specified, to assist the Contractor in determining the proper location for sleeves, solution lines, mounting piping, and wiring of each device, installation of and connection to each device, and the method of protection of all equipment prior to placing it into location and service. 2. All materials and equipment shall be installed plumb, level and in a neat, workmanlike manner, and as recommended by the manufacturer. Piping shall be installed true to alignment and rigidly supported. Corrosion Control Facilities Chemical Feed Equipment Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 11231 - Page 12 D. ELECTRICAL WIRING 1. All signal, power, and control wiring required between various devices shall be placed in PVC conduits and securely fastened to walls, ceilings, etc. E. TESTING 1. Chemical Feed Piping a. Test all solution and storage tank piping for water tightness in an approved manner after installation. Test shall be done with clear water. All water shall be removed after the acceptance of the test. b. Supply all necessary pressure pumps, pipe connections, gauges and other equipment, and all. labor and water required. Test pressures shall equal working pressures. 2. Chemical Feed Equipment a. Supply the services of a factory trained service engineer upon completion of the installation, for at least three 8- hr. days, for placing the equipment in service, calibrating the equipment, and instructing the operating personnel. The minimum time period specified above does not relieve the manufacturer of providing sufficient service to place the system in operation. b. Supply no form of energy to any part of the chemical feed system prior to the receipt by the Engineer of a certified statement of approval of the installation from the Contractor containing the equipment supplier's authorization for turning on energy to the system. END OF SECTION Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 1 SECTION 11270 PROCESS PIPING VALVES AND APPURTENANCES PART 1.00 GENERAL 1.01 DESCRIPTION A. Work Included: 1. The Contractor shall furnish, install, and test all of the required piping, fittings, and valves as shown on the drawings, and connect to the discharge piping. 2. Piping used in plumbing and heating is specified on the Drawings. 3. It is the Contractor's responsibility to see that the piping meets the centerline elevations shown on the Drawings. 1.02 QUALITY ASSURANCE A. Qualification of Installers Only thoroughly trained and experienced personnel who are completely familiar with the requirements for this work shall be involved with the work. Personnel must be capable of carrying out the recommendations of the manufacturer of the pipe, valves and fittings for the installation procedures. 1.03 SUBMITTALS A. Before the work is undertaken, submit to the Engineer, a complete list of all materials proposed to be furnished and installed: 1. Show manufacturer's name and catalog number for pipe, fittings, and valves together with catalog cuts and technical data 'and the manufacturer's recommendations as to method of installation. 2. Upon approval of the Engineer, the manufacturer's recommendations shall become the basis for acceptance or rejection of actual methods of installation used in the work. 1.04 PRODUCT HANDLING A. Protection Use all means necessary to maintain temporary facilities and controls in proper and safe condition throughout progress of the work. Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 2 B. Replacements In the event of loss or damage, immediately make all repairs and replacements necessary to the approval of the Engineer and at no additional cost to the Owner. 1.05 REFERENCE STANDARDS A. ANSI A21.4/AWWA C104 - Cement-Mortar Lining for Ductile-Iron and Gray-Iron Pipe and Fittings for Water. B. ANSI A21.10/AWWA C110 - Gray-Iron and Ductile-Iron Fittings, 3 in. Through 48 in. , for Water and Other Liquids. C. ANSI A21.11/AWWA C111 - Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings. D. ANSI A21.15/AWWA C115 - Flanged Cast-Iron and Ductile-Iron Pipe with Threaded Flanges. E. ANSI A21.51/AWWA C151 - Ductile-Iron Pipe. Centrifugally Cast in Metal Molds and Sand-Lined Molds for Water or Other Liquids. F. ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250 and 800. G. ANSI B31.1 - Pressure Piping. H. ASTM A53 - Welded and Seamless Steel Pipe. I. ASTM A106 - Seamless Carbon Steel Pipe for High Temperature Service. J. ASTM A120 - Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Ordinary Uses. K. ASTM A126 - Gray Iron Castings for Valves, Flanges and Pipe Fittings. L. ASTM A536 - Ductile Iron Castings. M. ASTM B88 - Seamless Copper Water Tube. N. ASTM D1785 - Polyvinyl Chloride (PVC) Plastic Pipe, Schedules 40, 80 and 120. 0. ASTM D2464 - Threaded Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. P. ASTM D2467 - Socket-Type Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 3 Q. ASTM D2564 - Solvent Cements for Polyvinyl Chloride (PVC) Plastic Pipe and Fittings. R. ASTM D2467 - Socket-Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. S. ASTM D2465 - Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. T. AWWA C504 - Rubber-Seated Butterfly Valves. PART 2.00 PRODUCTS 2.01 INTERIOR PIPE AND FITTINGS A. Pipe 1. Interior pipe shall be flanged joint (unless otherwise shown) , cement-lined, tar-coated, ductile iron pipe meeting the requirements of AWWA and ANSI-A21.51. All pipe shall be Class 53. Exterior shall be prime coated and field painted as specified under painting. 2. Flanged pipe to have 125-pound flanges. Flanges shall be faced and drilled after being screwed on the pipe with flanges true to 90 degrees with the pipe axis and shall be flush with end of pipe. Flanged pipe gaskets shall be full-face gaskets. B. Fittings for ductile iron pipe shall be cast iron or ductile iron flanged conforming to AWWA-C100 or ANSI A21.10. C. All piping and fittings shall have a cement mortar lining and bituminous seal coat on the inside. Cement mortar lining shall be 1/8" minimum thickness. Each pipe and fitting shall have cast on it or stamped inta the metal, the initials of the maker's name and the year cast. D. Where pipe passes through floors, walls or concrete tanks, wall pipe of the joint type indicated on the drawings shall be provided. E. Polyvinyl Chloride Pipe: Shall be Type 1 polyvinyl chloride (PVC) Schedule 80, conforming to the requirements of ASTM D1785. Fittings shall conform to ASTM D2467 for socket type, and ASTM D2464 for threaded type. Solvent socket-weld type connections shall be used on pipe runs. Flanged or screwed type fittings are required for connections to tanks, equipment, valves and at all fittings. All socket-type connections shall be joined with a PVC solvent cement conforming to ASTM D2564. Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 4 F. Steel Pipe: The pipe shall be Schedule 80 seamless steel and shall conform in all respects to ASTM A53. Fittings 2 inches and less shall be screwed, banded 150 malleable iron conforming to ASTM A338. For sizes 2-1/2 inches and larger, fittings shall be butt welded conforming to ASTM A234. Adapters, such as flanges, shall be provided at all valves, equipment and appurtenances so that pipe is not welded to these items. G. Copper Pipe: Shall be hard drawn type "K" meeting ASTM B88 requirements. Fittings shall be soldered copper. 2.02 VALVES A. Butterfly Valves: All butterfly valves are to be Class 150B as called out in AWWA Specification C504. Valve body shall be flanged type of ductile iron with a minimum shell thickness per Table 3, Class 150A, B. The valve body shall have two hubs for shaft bearing containment. Operator mounting flange shall be designed to allow operators to be field mounted or rotated to any of 4 positions without removing the valve from the line. Valve disc shall be streamlined for low pressure drop and resistance to cavitation. Disc edge to be smooth and polished to minimize torque and wear. Discs shall be 316 S.S. Disc shall be attached to the valve shaft use by use of precision taper pins with locknuts. Valve shafts to be one piece 316 Series stainless steel. Diameter per Table 4, Class 150B. Valve seats shall be installed in the valve body and shall be field replaceable without special tools. valve seats may be bonded to the valve body or bonded to a phenolic ring which is inserted into the body. Material can be Buna N, Neoprene or EPDM or as dictated by the service conditions. Valve shall be fitted with sleeve type, self-lubricated bearings in the valve body. Bearings shall be of ample size to properly guide and support the shaft under full load. Bearings shall be immediately outboard of the seat and at the operator end of the body. Where shaft projects through the body for the operator connection, a seal shall be provided. This seal may be of the double 0-ring type contained within a corrosion resistant housing. Valves shall be handwheel operated except that chainwheel operators shall be provided for valves located 7 feet above the floor. B. Gate valves larger than 3 inches shall be 150-pound iron body, bronze-mounted, double-disk, parallel seated gate valves having ends as indicated on the drawings or as herein specified and shall conform to the AWWA C500, insofar as applicable and in addition to the following requirements: 1. Gate rings shall be riveted to the gates with suitable bronze rivets, unless the grooves on the gates are of substantial dovetail construction. 2. Exposed valves shall be non-rising stem (N.R.S. ) flanged valves, equipped with standard pattern floor stands which also indicate valve position. Floor stands shall turn counterclockwise to open. Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 5 3. Stuffing box follower bolts shall be of steel, and the nuts shall be bronze. 4. 0-ring stuffing boxes may be used. 5. Operating nuts or wheels shall be turned left to open. 6. Design and machining of valves shall permit packing of valves without undue leakage while they are wide open and in service. C. Air/vacuum release valves shall be float operated and shall incorporate a single buoyball to automatically release accumulated air from a fluid system. A11 internal metal parts shall be of stainless steel. The float shall be of stainless steel and rated for 750 psi. The valve body and cover shall be cast iron rated for 200 psig working pressure and 300 psig working pressure. Air release valves shall be 2-inch APCO 200 A or approved equal. D. Ball Valves: Ball valves shall have Teflon balls and viton stem and body seals. Ball valves to carry a pressure rating of 150 psi W.O.G.and to be single or double entry depending on size. Valves to be manufactured of same PVC compound as the fittings and pipe to assure compatibility. Ends shall be flanged or threaded as required. E. Primary Flow Element 1. 8-inch and 12-inch insert-type flow tubes shall be provided as shown on the Drawings to serve as the differential producing primary. Permanent head loss shall be less than 5% of differential. The flow tube shall be FRP with a stainless steel throat liner. It shall have center flange for 125 psi flange bolts; high and low pressure taps shall be 3/4-inch NPT threaded. The accuracy shall be ± 1% of actual flow rated, F. Surge Relief Valve: Surge relief valve shall be heavily constructed cast iron body and cover/spacer ductile iron, to withstand severe shock conditions. The body shall be 90° angle pattern to permit side or downward discharge. The cover/spacer shall provide an air gap between the surge valve and the hydraulic cylinder. The valve stem shall be connected to the hydraulic cylinder by means of a SELF-ALIGNING UNIVERSAL CONNECTOR to insure smooth positive opening, without binding, during shock opening of the valve. The hydraulic cylinder shall be removable from the valve, without dismantling or removing the valve from the line. Closing speed shall be externally adjustable by means of a color coded micrometer control valve. The valve disc shall be normally closed against the system operating pressure by means of a spring or springs. When the system pressure exceeds the normal operating pressure by 10%, the valve shall open immediately to relieve the pressure surge, and close slowly as the system pressure returns to normal, by means of the hydraulic cylinder. The hydraulic cylinder shall be capped on both ends (totally enclosed) to prevent dirt or dust from fouling up the cylinder operation. It shall be fitted with an atmospheric oil reservoir. The shut-off pressure shall be set at the factory, but additional adjustments can be made in the field by increasing or Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 6 decreasing the tension on the externally adjustable springs. Valve exterior to be painted with Red Oxide Phenolic Primer Paint. Valve to be APCO Series 3000 Angle Surge Relief Valve, as manufactured by Valve & Primer Corp. , Schaumburg, Illinois or approved equal. G. In-Line Static Mixer 1. The static mixer manufacturer shall supply a mixing system, for each train, which will provide complete and uniform mixing over a flow range of 450 GPM to 1100 GPM. Dosage rates for the chemicals injected shall range from 0.1 to 2 GPH. 2. Pressure drop through the mixer system cannot exceed 2.0 psi when operated at the maximum flow rate of 1100 GPM. 3. Each mixer shall contain mixing elements which are to be secured to the housing by means of solvent bonding. 4. Each mixer housing I.D. and mixer element assembly 0.D. are to be finished to minimize element-to-housing clearance prior to solvent bonding. 5. Each static mixer shall incorporate mixing elements which are edge-sealed a minimum of 90% along the flight length to eliminate possible short circuiting of process fluids and to ensure maximum mechanical integrity. 6. The static mixers shall be constructed of Type 1, Grade 1 PVC. 7. Mixers shall be Model 8 KME2-PVC as manufactured by Chemineer- Kenics, or approved equal. 2.03 PRESSURE GAUGES A. The contractor shall furnish and install pressure gauges and snubbers on the discharge flanges of all pumps, and the suction flange of pumps P-1, P-2 and P-3. The accuracy shall be within 1/2 of one percent of full scale. B. Gauges shall be black metal, round case, 4-1/2 inch diameter with threaded rings, and shall have phosphor bronze Bourdon tube elements with bottom connected 1/4-inch N.P.T. male threads. Flanges shall be U.S. gauge or approved equal. C. They shall have stainless steel rack and pinion movements, glycerin filled black pointers with micrometer adjustments and white plastic dials with black figures. D. The gauges on the discharge flange shall have a pressure range of 0 to 150 psi. Gauges on the suction flange shall have a pressure range of 0-15 psi. All gauges shall have readings incremented in both feet and psi. Snubbers shall be equal to Campbell micro bean pulsation dampeners. • Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 7 2.04 ACCESSORIES A. Gaskets, Bolts, and Nuts 1. For flanged joints, gaskets shall be full face gaskets of rubber with cloth insertion. Gaskets 12-inches in diameter and smaller shall be 1/16-inch thick; larger than 12-inch, 3/32-inch thick. 2. Flanged joints shall be made with bolts, bolt studs with a nut on each end, or studs with nuts where the flange is tapped. The number and size of bolts shall conform to the same ANSI Standard as the flanges. Bolts and nuts shall, except as otherwise specified or noted on the drawings, be Grade B conforming to the ASTM A307. Bolt studs and studs shall be of the same quality as machine bolts. B. Socket Pipe Clamps, Tierods, and Bridles where indicated or necessary to prevent joints or sleeve couplings from pulling apart under pressure, suitable socket pipe clamps, tierods, and bridles shall be provided. Bridles and tierods shall be at least 3/4-inch diameter except where they replace flange bolts of smaller size, in which case they shall be fitted with a nut on each side of the pair of flanges. The socket clamps and tierods or bridles shall be coated with an approved bituminous paint after assembly, or, if necessary, prior to assembly. C. Wall pipes between air space and water, water and soil, and air space and soil, shall be cast iron with integrally cast intermediate wall collars and specified above. The ends shall be plain, mechanical joint or flanged as required. Mechanical joint ends shall be furnished with ductile iron retainer glands. D. Wall pipe penetrations shall be made by means of a sleeve capable of being bolted directly to the formwork to prevent misalignment. Seal of the annular space between the carrier pipe and the sleeve shall be by means of a confined rubber gasket and capable of withstanding 350 psi. Sizes shall be of the sizes indicated on the drawings. Sleeves shall be manufactured from ductile iron with an integrally cast water stop of 1/2" minimum thickness and 2-1/2" minimum height. . Wall sleeves shall be Omni-Sleeve or approved equal. E. Flange adapters and couplings shall have cast iron sleeves and adapters. Glands shall be ductile iron and nuts and bolts shall be corrosion resistant alloy steel. PART 3.00 EXECUTION 3.01 INSTALLATION OF PIPE AND FITTINGS A. Piping system shall be fabricated and installed in accordance with the American National Standard Institute Code for Pressure Piping - ANSI B31.1. B. Piping shall be furnished and installed approximately as indicated on the Drawings, straight, plumb, and as directed as possible, forming right angles or parallel lines with building walls. Corrosion Control Facilities Process Piping, Valves and Barnstable Water Company Appurtenances Engineer: Dufresne-Henry, Inc. Section 11270 - Page 8 C. Pipe supports, hangers and anchors shall be provided which shall be adequate to maintain the supported load in proper alignment under all operating conditions and equal to Grinnell or Carpenter and Paterson. D. Each section of pipe assembly shall be laid out and all connections joined while the pipe is held in temporary support. After completion of connections, the pipe shall be clamped in position. When piping is correctly installed, a clamp or pipe connection may be loosened or removed without displacement of the pipeline. 3.02 TESTING A. The ductile iron pipe and copper tubing installed under this section shall be tested to 150% of the working pressure for four (4) ten minute cycles (on and off) with no visual leakage. All other pipe to be subjected to normal working pressure with no drips or weeps whatsoever. END OF SECTION Corrosion Control Facilities Standby Generator Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16210 - Page 1 SECTION 16210 STANDBY GENERATOR PART 1 GENERAL 1.01 WORK INCLUDED A. Furnishing standby generators. B. Installation. 1.02 SUBMITTALS A. Submit shop drawings and product data in accordance with this specification. B. No equipment and material shall be ordered or shop work started until the ENGINEER'S approval of shop drawings has been given. C. Where manuals include manufacturer's catalog pages, clearly indicate the specific items included in this installation and delete or otherwise clearly indicate all extraneous data which does not apply. D. Written report of full load shop test of generator and equipment. E. Maximum voltage dip of 15% when load is applied in the following steps: 1. 15 KVA, 480 V 3 0 transformer. 2. 40 HP pump. Soft start starter. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Standby generator: 1. Caterpillar 2. Onan 3. Cummins 4. Kohler 5. Generac B. Substitutions: Equipment of equal quality, function and performance may be proposed for substitution by following the procedures outlined in this specification. Corrosion Control Facilities Standby Generator Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16210 - Page 2 2.02 EQUIPMENT A. General: 1. Complete 100 KW (minimum) LP gas fueled engine driven generator set rated for standby service at Treatment Station No. 1, and 20 KW (minimum) natural gas fueled engine driven generator set rated for standby service at Station No. 2. The KW rating shall be continuously available during any power outage. The unit shall be as herein described and as indicated on the Drawings, complete with all controls, attachments, accessories, fuel and exhaust systems. 2. The operation of this unit shall be automatic and upon the closing of a remote starting contact in the automatic transfer switch, start the engine and attain rated voltage and frequency within ten (10) seconds. All necessary accessories shall be provided to assure starting within the time described above under the ambient conditions. 3. The unit shall be the product of a manufacturer regularly engaged in the production of this type of equipment for at least five (5) years. 4. The engine generator dimensions shall be compatible with the space available and as shown on the drawings. 5. The 20 KW unit shall be installed in a sound attenuated factory weather-protective sheet metal enclosure of 12 GA. construction design to achieve a 72 DBA sound level at 22 ft. B. Engine: 1. The engines shall be multi-cylinder, 4 cycle, industrial type, heavy duty LP gas fueled at Station No. 1, and natural gas fueled at Station No. 2. Operating speed shall be maximum rpm of 1800. Ratings shall be for standard conditions of 29.92 barometer and 85°F. air temperature. Engine shall be provided with either water cooled or insulated exhaust manifold. All moving parts shall be properly guarded. 2. Lubrication shall be a full pressure system using an engine driven gear-type lube oil pump with replaceable element lube oil filter. 3. Fuel system, natural gas: a. The engine fuel system shall include all equipment normally supplied and recommended by the generator set manufacturer for standby generator service. The engine fuel system equipment shall include (but not be limited to) the following: Corrosion Control Facilities Standby Generator Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16210 - Page 3 (1) Gas carburetor. (2) Gas regulator. (3) Fuel line solenoid valve. (4) Flexible fuel connectors. (5) Replaceable dry element air cleaner. 4. Governor: The engine shall be equipped with a governor capable of maintaining the engine speed from no load to full load within 5% of the synchronous speed. 5. Starting system: a. The engine shall have a. 12V DC starting system with one (1) starting motor and starter solenoid switch. b. Starting batteries with cables and steel battery rack shall be included within the generator enclosure. Batteries shall be heavy duty lead acid type, rated 90 amp hours. c. A float type battery charger shall be supplied to maintain the starting batteries at full charge. The charger shall be LaMarche model A46 or approved equal and shall be mounted within the generator enclosure. d. There shall be a belt-driven battery charging alternator with regulator and charge rate ammeter for charging the batteries while the engine is running. 6. Jacket water heater: A jacket water heater shall be provided to maintain the engine jacket water at a temperature high enough to assure starting the engine and attaining rated voltage and frequency within ten (10) seconds. Input voltage to the heater shall be 120V, single phase. In addition, an oil heater shall be provided as required. 7. Engine cooling system: a. The engine shall be cooled by a unit mounted radiator, selected by the engine supplier, to properly cool the unit at full rated load in an ambient temperature of 100°F. b. The cooling system shall be filled with a 50 percent solution of antifreeze and water. 8. Safety switches: The engine shall be equipped with contacts for: a. Low lube oil pressure (1 for warning and 1 for shutdown) . Corrosion Control Facilities Standby Generator Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16210 - Page 4 b. High jacket water temperature (1 for warning and 1 for shut- down) . c. Overspeed. d. 0vercrank. 9. Engine instruments: The following engine instruments shall be included either in an engine instrument panel or in the generator control panel. a. Lube oil pressure. b. Water temperature. 10. Exhaust system: A critical exhaust silencer complete with condensate drains shall be supplied. A seamless, flexible steel exhaust connector shall be included with expanded metal guard. 11. Mounting: a. The engine and generator shall be close coupled, and mounted on a structural steel subbase design to maintain proper alignment of the unit. b. The skids shall be mounted lengthwise for proper distribu- tion of load to the slab. c. The unit shall be certified by the manufacturer to be free from any critical torsional vibrations within a range of plus or minus 10% of the synchronous speed. d. Vibration isolators shall be Korfund series LK spring mounts or approved equal. e. Brushless alternator: The alternator shall be a 4-pole, revolving field design with temperature compensated solid state voltage regulator and brushless rotating rectifier exciter system. No brushes shall be allowed. The stator shall be directly connected to the engine flywheel housing, and the rotor shall be driven through a semiflexible driving flange to insure permanent alignment. The insulation system shall be class "E" as defined by NEMA MG1-1.65. Voltage shall be 480 Y/277V, 3-phase, 4 wire. Voltage regulator shall maintain output voltage from no load to full load within 2% of normal. • Corrosion Control Facilities Standby Generator Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16210 - Page 5 g. Controls: (1) The engine generator shall include a combination engine/generator control panel shock mounted at the generator end of the unit. This unit mounted panel shall include (but not be limited to) the following: (a) Water temperature gauge. (b) Oil pressure gauge. (c) AC voltage regulator. (d) Voltage adjusting rheostat. (e) Start-stop switch. (f) AC voltmeter, 3-1/2-inch diameter, 2% accuracy. (g) AC ammeter with current transformers, 3-1/2-inch diameter, 2% frequency. (h) Combination VM-AM phase selector switch. (i) Frequency meter, 3-1/2-inch diameter. (j) Elapsed time meter, 3-1/2-inch diameter. (k) Automatic start-stop control with fault indicating lights and corresponding safety switches for: i. Low oil pressure (prewarn and shutdown) . ii. High water temperature (prewarn and shutdown) iii. Overspeed. iv. Overcrank. (2) The control shall be designed to start the engine upon a closure of a remote contact, arm all safeties, and shutdown the engine when the remote contact is reopened. (3) The control must be manually reset following any fault condition. (4) Provide one common alarm point for all generator alarms. h. The generator shall also include a 480 volt, 3-pole line circuit breaker as shown on the drawings. Corrosion Control Facilities Standby Generator Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16210 - Page 6 PART 3 EXECUTION 3.01 INSTALLATION A. Installation shall be made in complete accordance with manufacturer's recommendations. B. The supplier of the equipment shall provide, at no additional charge, any information, instructions and supervision required for the proper maintenance and installation of the equipment. Upon completion of the installation of this unit, a test run for three hours shall be conducted by the equipment manufacturer's factory trained serviceman, utilizing load banks to attain full generator rating. At this time, adjustments shall be made for correct operation of the equipment and the following readings taken at 15 minute intervals. 1. Engine jacket water temperature. 2. Oil pressure. 3. Battery charge rate. 4. AC volts. 5. AC amps (all legs) . 6. Engine air exhaust temperature. C. A second test shall be made by utilizing available connected load for one (1) hour. D. The generator dimensions shall be compatible with the space available in the opinion of the ENGINEER. END OF SECTION Corrosion Control Facilities Panelboards Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16470 - Page 1 SECTION 16470 PANELBOARDS PART 1 GENERAL 1.01 WORK INCLUDED A. Furnishing branch circuit panelboards. B. Installation. 1.02 REFERENCE STANDARDS A. FS W-C-375B - Circuit Breakers, Molded Case Branch Circuit and Service. B. NEMA PB1 - Panelboards. C. UL 50 - Cabinets and Boxes. D. UL 67 - Panelboards. E. UL 869 - Service Entrance Equipment. 1.03 SUBMITTALS A. Submit shop drawings and product data. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Panelboards: 1. Square D. B. Substitutions: Products of equal quality, detail, function and performance may be proposed for substitution. 2.02 ENCLOSURES A. Enclosures shall be fabricated from code gauge galvanized or equivalent rust-resistant steel with rust-inhibiting primer and baked enamel finish. B. Panels shall be furnished with standard doors and lock. Key all locks alike and furnish two sets of keys. Corrosion Control Facilities Panelboards Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16470 - Page 2 2.03 PANELBOARDS A. Panelboards shall be of a dead-front safety type, equipped with thermal-magnetic molded case circuit breakers as indicated on the Drawings. All panels shall be of same manufacture, complying with UL 67. B. Circuit breakers shall be thermal-magnetic type with quick-make, quick-break, trip-free mechanism, per Fed. Spec. W-C-375B. C. Furnish molded case circuit breakers in panelboards as indicated on Drawings. D. Panelboards shall have full capacity neutral bus, ground bus and bolt-on circuit breakers. E. Panelboards for use as service disconnecting means shall additionally conform to UL 869. PART 3 EXECUTION 3.01 INSTALLATION A. Provide mounting brackets, busbar drillings, and filler pieces for unused spaces. B. Prepare and affix typewritten directory to inside cover of panel- board indicating loads controlled by each circuit. C. Mount all panels securely on 3/4-inch exterior plywood mounting boards painted dark gray on both sides and mounted on Kindorf, Steel City or Globe-Strut channel. D. Unless otherwise indicated on the Drawings, install all panels with the top of the trim 6' -3" above the finished floor. • END OF SECTION Corrosion Control Facilities Motor Starters Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16481 - Page 1 SECTION 16481 MOTOR STARTERS PART 1 GENERAL 1.01 WORK INCLUDED A. Furnishing solid-state motor starters. B. Furnishing manual motor starters. C. Installation. 1.02 REFERENCE STANDARDS A. NEMA ICS 2 - Industrial Control Devices, Controllers and Assemblies. B. NEMA KS1 - Enclosed Switches. 1.03 SUBMITTALS A. Submit catalog information data in accordance with Section 01340. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Motor starters: 1. Allen Bradley 2. Square D. B. Substitutions: Products of equal quality, detail, function and performance may be proposed for substitution by following the procedures in Section 01630. 2.02 SOLID STATE STARTERS • A. Listing: 1. Solid state starter shall be listed by Underwriters Laboratories (UL) . 2. General: a. Pump applications, variable torque. b. Motor type - standard NEMA design B. c. The solid-state starter shall be a rugged 6-SCR device fully rated for 50°C. Heat sinks or other power section components shall be housed in the same enclosures with controller. Corrosion Control Facilities Motor Starters Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16481 - Page 2 d. The starter control shall be microprocessor-based. e. All components shall include original manufacturer's identification and part number. f. The starter shall comply with NEMA ICS-2-230 and IEEE Std 472 for noise and RF immunity. g. Fully rated metal oxide varistors (MOV's) and RC snubbers shall be provided for transient protection. h. Pump control: This function shall be used to reduce surges in pumping system during starting or stopping of pump by smoothly accelerating and decelerating the motor. The microprocessor shall analyze the motor variables and shall generate control commands which will control the motor in such a way to reduce the possibility of surges occurring in the system. Starting time shall be adjustable from 2 to 30 seconds; stopping shall be adjustable from 2 to 120 seconds. Both starting time and stopping time shall be independently adjustable. i. Bypass option: Magnetic contactors shall be provided to, operate the pump across the line should solid-state starter fail. In addition, the bypass contactor shall be energized to allow the pump operation when the pump reaches full speed. At full speed condition the SCR's will remain in standby mode, operating in parallel with the contactor. Open circuit transition between SCR's and bypass contactor shall not be acceptable for providing this function. 3. Environmental: a. Ambient operating temperature range - 10 to 40°C. b. Humidity: 5 to 95% noncondensing. c. Altitude: 0 to 3300 feet above sea level. 4. Electrical: a. Input line voltage 480 volts, 3-phase, 60 Hz. b. Motor nameplate voltage: 460 volts, 3-phase, 60 Hz. , horsepower as indicated on the drawings. c. Overload capability: 400% of minimum of 30 seconds. ' d. Minimum peak inverse voltage (P.I.V. ) ; 1400 at 480V. 5. The unit shall include the following protective features with status indicators: a. Overvoltage. b. Undervoltage. c. Undercurrent. d. Shirted SCR. e. Overtemperature. f. Phase loss/blown fuse. g. Running overload protection. h. Common alarm contact for external use. Corrosion Control Facilities Motor Starters Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16481 - Page 3 6. The power circuit design shall be such that the following conditions will not damage the unit: a. Single or three-phase fault from line-to-line or line-to- ground. b. Opening of all three phases during operation by disconnect switch at motor location. 7. Internal calibration adjustments: a. Initial torque. b. Acceleration ramp. c. Deceleration ramp. d. Pump status day contacts for external use. 8. Unit mounted operator controls. a. Soft start-bypass switch. b. Hand-Off-Auto switch. c. Power ON light. d. Pump ON/OFF lights. e. Fault indicating lights. f. Soft start and bypass lights. 9. Provision for remote external controls: 1. Two-wire ON-OFF control for solid-state starter. 3. Refer to drawings for wiring diagrams. 10. The solid-state and associated hardware shall be housed in a NEMA 12 enclosure as indicated on the drawings. PART 3 EXECUTION 3.01 INSTALLATION A. In all areas, surface mount motor protection switches and install suitable cover plates. B. Install heaters sized for full load current of motors provided. C. Set overload devices to suit motors provided. D. Final conditions: Lubricate motors per manufacturer's recommendations and check rotation and operation of controls to the satisfaction of other traders. END OF SECTION • Corrosion Control Facilities Automatic Transfer Switch Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16490 - Page 1 SECTION 16490 AUTOMATIC TRANSFER SWITCH PART 1 GENERAL 1.01 WORK INCLUDED A. Furnishing automatic transfer switch. B. Installation. 1.02 REFERENCE STANDARDS A. UL 1008 - Standard for Automatic Transfer Switches. 1.03 SYSTEM DESCRIPTION A. The transfer switch shall be provided with a NEMA 1 enclosure to be mounted in location as shown on the drawings. 1.04 SUBMITTALS A. Submit shop drawings and product data in accordance with this specification. B. No equipment and material shall be ordered or shop work started until the ENGINEER'S approval of shop drawings has been given. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Automatic transfer switch: • 1. Russelectric. 2. Automatic Switch Company (ASCO) . B. Substitutions: Items of equal quality, function and performance may be proposed for substitution by following the procedures outlined in this specification. 2.02 AUTOMATIC LOAD TRANSFER CONTROL A. The automatic load transfer control shall be rated 260 amps (Station No. 1) and 100 amps (Station No. 2) , 3 pole for 480 volts, 3 phase, 4 wire power with accessories specified herein. The automatic transfer switch shall be listed per Under- writer's Laboratories Standard No. 1008 as a recognized component for emergency systems and rated for all classes of loads when installed in a nonventilated enclosure. The short circuit withstand rating shall be 22,000 rms symmetrical amperes minimum. ' Corrosion Control Facilities Automatic Transfer Switch Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16490 - Page 2 B. Transfer switch mechanism shall be electrically-operated by a single solenoid and mechanically held. Locking shall be accomplished without the use of latching solenoids, toggle mechanisms or gear arrangements. Operation shall be inherently double-throw with normal and emergency contacts moving simultaneously. Operating transfer time shall not exceed one-half of a second. C. Main switch contacts shall be segmented and the configuration shall be designed such that fault currents provide increased main contact pressure. Separate arcing contacts are required and visual inspec- tion and replacement of main and separate arcing contacts, both stationary and movable, shall be possible from the front of the switch without any disassembly of operating linkages or power conductors. Main contacts consisting of adapted devices, such as subassemblies or contactors, not originally designed for transfer switch application are not acceptable. D. The transfer switch shall be equipped with the following accessories: 1. Adjustable time delay to override momentary dips in normal source, 0-10 seconds. 2. Full phase voltage relay supervision of the normal source (65- 70% dropout and 92-95% pickup) with at least one close differential relay (83-85% dropout and 92-95% pickup) to detect "brownout" conditions. 3. Voltage/frequency lockout relay (90% pickup, nominal) to prevent premature transfer to emergency source. 4. System test switch, momentary type. 5. Gold plated engine starting control contacts for 2-wire control. 6. Auxiliary pilot contacts rated 10 amperes at 480 VAC, one closed on normal and one closed on emergency. 7. Adjustable 2-25 minutes nominal) time delay on retransfer to normal. 8. Adjustable time delay (5 to 15 minutes, nominal) on shutdown of engine-generator after retransfer of the load to normal. 9. Automatic engine exerciser with load/no load selector switch and 7-day clock with adjustments for time, day and duration of generator exercise period. 10. Pilot lights mounted on enclosure door: Green (normal) and red (emergency) . 11. Fused strip heater with thermostat to maintain full operation of control devices at -20°F temperature. • Corrosion Control Facilities Automatic Transfer Switch Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16490 - Page 3 12. Complete AL-CU lugs (UL listed) shall be provided for normal, emergency and load positions. Full rated neutral bar with lugs shall be provided. PART 3 EXECUTION 3.01 INSTALLATION A. Installation shall be made in complete accordance with the manufacturer's recommendations. END OF SECTION Corrosion Control Facilities Instrumentation and Controls Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16900 - Page 1 SECTION 16900 INSTRUMENTATION AND CONTROLS PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnishing and installing instrumentation, control and monitoring, for Treatment Station No. 1 and No. 2, including, but not limited to, the following: 1. Recorder Panel 2. Flow measurement devices 3. Transmitters 4. Auxiliary, accessory devices and controls required for system operation whether specified or not. 1.02 RELATED WORK A. The General Provisions of the Contract, including General and Supplementary Conditions and Electrical General Requirements, apply to the work of this section. B. Contractor shall coordinate with equipment installed and auxiliary outputs and relays in the following sections: 11231 Chemical Feed Equipment 1.03 GENERAL REQUIREMENTS A. The Contractor's attention is directed to the fact that the instrumentation and control system is an integrated system and as such shall be furnished by one vendor, who will provide all of the equipment and appurtenances, regardless of manufacturer, and accept responsibility for satisfactory operation of that system. B. The vendor shall assume complete system responsibility through the Contractor, and provide all necessary coordination with any and all subcontractors. C. The Contractor shall coordinate the work of the vendor for the installation, interconnection, testing and calibration of the instruments, and the scheduling of the vendor's personnel. The supplier shall be responsible for assuring himself that this equipment properly meets the functional intent of the specifications. Substitutions on functions specified are not acceptable. 1.04 GUARANTEE A. The complete system shall be guaranteed to meet or exceed the design requirements of the specifications and the drawings. • Corrosion Control Facilities Instrumentation and Controls Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16900 - Page 2 B. Equipment and materials which do not achieve design requirements after installation shall be replaced or modified by the Contractor to attain compliance, at no additional cost to the OWNER. C. All equipment shall be guaranteed for twelve (12) months from field acceptance. 1.05 EXPANDABILITY A. The system proposed shall be configurable to provide for minor changes and additions during manufacturing, installation and commissioning phases, and on-site by the OWNER'S operating personnel. 1.06 SUBMITTALS A. Submit six (6) sets of shop drawings prior to start of project construction to insure proper coordination between the various trades. The shop drawings shall also include new complete revised wiring diagrams of the existing pump station control panel. B. Shop drawings are to be complete including details of connections, wiring, piping, size and dimensions. When correct fabrication of equipment depends upon field measurements, make such measurements and note such dimensions on the drawings prior to submittal for approval. C. Complete instrument and control system block diagrams, showing in schematic form, the interconnections between major hardware components. The block diagram shall reflect the total integration of all digital and analog devices in the system. The diagram shall reference all interconnecting cabling requirements for digital components of the system. D. All significant equipment to be supplied shall be listed followed by descriptive data sheets. The equipment list shall include each component name, manufacturer, model number, a description of the operation, quantity supplied and any special setup and operation and maintenance characteristics. E. Drawings of equipment to be supplied shall include, as a minimum, overall dimensional details for each unit including installation arrangements and door mounted operator devices including nameplate designations. Wiring diagrams of all panels and other system equipment including field device connections shall be included and specific installation wiring responsibilities identified. F. Input/output drawings shall indicate terminal numbers and signal identification name. G. Arrange, identify and bind all submittals complete with suitable index. Corrosion Control Facilities Instrumentation and Controls Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16900 - Page 3 1.07 TESTING AND TRAINING REQUIREMENTS A. Job Site Demonstration 1. Following final installation and calibration of the system, the vendor shall perform a demonstration of system performance. Satisfactory performance shall require the system to perform control functions, and monitoring. During this demonstration, any system failure shall be corrected and the demonstration resumed. Acceptance of the control system by the OWNER shall require that the system operates continuously for period of one (1) month without non-field or field repairable hardware interruption. B. Training 1. The vendor shall include at the site operator and maintenance training for the plant personnel for two one-day periods. The training shall include operational and maintenance procedures for the instrumentations, the input/output subsystem, peripheral devices, troubleshooting and hands-on instructions utilizing the OWNER'S system. C. System Modification, Calibration and Start-up 1. The vendor shall provide the modification, calibration and start-up of both the new and existing control systems by providing factory-trained personnel for a period of 5 days to perform the following: a. Supervise the installation and verify the final connections of all signal and power wiring to and from the control system. b. Perform all hardware and instrumentation calibration and diagnostic tests, and make all necessary equipment connections. c. Perform all configuration system tests, including diagnostics. d. Perform the acceptance test as described in the "Job Demonstration" section of this specification. e. Test the operation of the Telemetry System and Input/Output Subsys tem. f. Modification and calibration of existing control system including panel, instrumentations and chemical feed system. Corrosion Control Facilities Instrumentation and Controls Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16900 - Page 4 1.08 OPERATION AND MAINTENANCE MANUALS A. The Contractor shall furnish via the vendor, clear, typewritten, easy-to-understand, tightly bound, hard cover instruction manuals for daily operation and maintenance of the system. Specifically, the manuals shall contain explicit instructions and well-diagrammed procedures for process operations, loop tuning, and systems maintenance. The instruction manuals shall include as a minimum the following information. 1. Photographs and data sheets of major system components. 2. Input/output terminal diagrams. 3. Manufacturer-published operation and maintenance instructions on all equipment. 4. Description of systems operation. 5. Names, addresses and telephone numbers of local equipment manufacturer representatives for each device in the system. 6. Listing of expendable materials by form, stock, or model number (e.g. , paper, magnetic discs, ribbons, etc. ) . 1.09 FUNCTIONAL DESCRIPTION A. Treatment Station No. 1 and No. 2 1. Start and stop control for all existing wells shall be through the existing RTU located in each pump station building and shall not be modified. 2. Treatment Station No. 1 shall combine flow from all five wells into three (3) treatment trains. The trains shall have the following combined flows: Train No. 1: Mary Dunn No. l and No. 2 Approximate Maximum Flow: 1100 GPM Train No. 2: Mary Dunn No. 3 and No. 4 Approximate Maximum Flow: 925 GPM Train No. 3: Airport Well Approximate Maximum Flow: 100 GPM 3. Treatment Station No. 2 shall combine flow from the Hyannisport and Simmons Pond Wells into one treatment train. The approximate maximum flow rate will be 1150 GPM. 4. Flow in each train shall be measured by insert flow tubes and electronic differential pressure flow transmitters. The transmitters shall have a direct reading indicator. 5. Treatment train flow signals shall pace through current boosters the chemical feed pumps as indicated on the instrumentation loop diagrams. a Corrosion Control Facilities Instrumentation and Controls Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16900 - Page 5 B. Analytical Equipment (Both Stations) 1. A system shall be provided for continuous analysis of pH in the finished water in each treatment train. The analyzers shall have alarm points for high and low pH. All analyzers shall output 4-20mAdc signals proportional to the measured pH, to Recorder Panel and SCADA system. Alarm set-points for low/high pH shall be generated at the instrument and the SCADA System. The alarm shall be manually reset at the control panel prior to restarting the pumps. C. Miscellaneous Alarm and Status Indication 1. The Engine shall be provided with relays for Engine run and Engine fail. These signals shall be wired to the SCADA System. 2. A float switch shall be installed for "Building Flood" alarm. PART 2 PRODUCTS 2.01 PORTABLE pH RECORDER 1. A portable pH recorder shall be provided for use at both treatment stations. 2. The recorders shall be of the electronic servo element type which accept electronic inputs from two-wire transmitters or from analog output module. The recorders shall have fiberglass reinforced polyester enclosure shatterproof glass window suitable for panel mounting. Recorder's drive shall be electrical with one revolution per week. Charts shall be 12- inch circular, 24-hour type. A one(1) year supply of charts shall be provided. 3. Recorder shall be provided with plug-in power cords for 120V. Power recorder shall also be provided with connection for input of 4-20 mA signal. 4. Recorders shall be Foxboro or equal. 2.02 FIELD MOUNTED INSTRUMENTS A. FLOW ELEMENTS 1. Insert type flow tubes shall be provided to serve as the differential producing primary; sizes shall be as shown on plans. Permanent head loss shall be less than 5% of differential. The flow tube shall be FRP with a bronze throat liner. It shall have center flange for 125 psi flange bolts; high and low pressure taps shall be 3/4" NPT threaded. The accuracy shall be +1% of actual flow rate. . Corrosion Control Facilities Instrumentation and Controls Barnstable Water Company Engineer: Dufresne-Henry, Inc. Section 16900 - Page 6 2. The high and low pressure metering taps shall be made a part of the holding flange, requiring no drilling or tapping of the pipeline itself. 3. The recovery cone section shall be designed to minimize unrecoverable head loss. The primary element shall have the capability of being designed with any beta ratio in the range of 0.35 to 0.85 to maintain the permanent pressure loss of 7% or less of the maximum differential pressure. 4. Flow tubes shall have a capacity of 1200 GPM. 5. The Contractor shall coordinate the flow tube design with the flow measurement equipment provided under Instrumentation. B. Flow indicator transmitters 1. The flow transmitter shall be electronic d/p cell transmitter for sensing a differential pressure in the flow tube and transmitting a proportional 4-20 MADC signal to the recorder. The transmitter shall have a direct reading indicator. The transmitter shall be Foxboro Model 823. 2. The flow transmitter characteristics shall be coordinated with the flow tube furnished by the General Contractor. 3. The transmitter shall operate on a resonant frequency principle and measure a gauge pressure. Output signal shall be 4 to 20 mA. The range shall be fully adjustable throughout each span limit and zero adjustment shall be possible without removing the cover. 4. The instrument sensor shall be cobalt-nickel chrome alloy, and all other wetted parts shall be 316 stainless steel. Housing shall be weatherproof and dustproof (NEMA 4) and shall be die 1 cast copper aluminum alloy. Cover shall be threaded and seated on Buna-N 0-rings. An integral indicator shall be provided, reading in GPM. 5. Transmitter shall be wall mounted as shown on the drawing. All mounting hardware shall be provided. A shut-off valve, air release valve and a three-valve manifold for calibration shall be mounted on the transmitter. 6. Accuracy shall be ± 0.2 percent of calibrated span and repeatability shall be 0.05 percent of calibrated span. Drift over a 6-month period shall not exceed 0.1 percent of reference span. C. pH Analyzer and Sensor 1. The pH sensor shall be an in-line sensor utilizing combination glass electrodes with silver-silver/chloride reference elements and ceramic reference junctions, enclosed in a CPVC (chlorinated chloride) housingwith 316 stainless steel guards with polyvinyl solution ground and a Viton 0-ring seal. !F. . WATER FILTER SHELTERS 629 & 656 MARY DUNN ROAD HYANNIS, MA of .. doe?%9W° .. s W � 4 6 ., `�l � ~ ... PNEW SHELTER BUILDINGS .. , 1 L +' nT r .� W CV 1 E • E EPT 10 r.T 0a,. t . L, ? � TIGG �,. rs a _ / r. iOCTz as ; j 1 ; 1 1 12 2016 x i. I •Y-"Y-^�c'Ci�4x ''L'.=.- i 4:44-^ 'n- [p 9.+A.., -—a- rTcrs ;� 8 f' ,, +A-!�P' l4'alTSi • � .. .'-t m• I.t P? !<1�,k.. 1I••.,ti.� I"�'I i r' 9F �' ,�p ;.+ ca " vim .r `" a'G.', >��`; , f Are I .. - L CD 6';''FF.. 1• w.�-' ,.li •" u f •A `" "a`s, "` + .-','Lm, om"-t 42`. ;- ,,e- as r z. Ha f 5,1' _ V_, 8:.y`at Q li; �� - 1 -.m��.�a� �t'�' a'-�� ��'�C R rota "� •.b+ .^�r.. ; iA�'� IO („) � • I�n 1 t'V''4 t',r 'iF^' ::_ '`"` "'` 'h'''" `=2�y.+ r • c".,r'.. ""T' I' -it 'rt.' Q = CD +.G' r'us me+� a�.:.•,..".aa-�•+,�"^.; � 4,@� ,fig'. w�- aay`�. 1 ,�.. _ � 0 � '' •'r" t.ems"'-- r '' 1 K -a,s,,' w -_ j'Et (� ❑ U) co y t v� .s �� '1� �;-,':,>. __w-ram" -' `'"M y;��� �. ..�- �" +�,� ,� 4... �. xR. '1 ,,.'+r-:ere;.-.+..®*-e_' ._ Z • 3,-, -,d ..,.roy - = -;.,ear �- 'l ..-, '°,y ':: Z-I Hyannis Water Filler Shelter Project-Building Code Rogow-Mary Dun,2 Site GENERAL NOTES: Q W Code Section Description Requirements _1ST OF ABBREVIATIONS DRAWING SHEETS: a' E� ❑ Cl CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND W Q IBC . A.F.F. ABOVE FINISH FLOOR 311.3 Use Group U Umhy and Miscellaneous Group U COORDINATING ALL DIMENSIONS WITH ARCHITECTURAL GENERAL W0 �', APPROX.APPROXIMATE Q 602.3 Construction Type se unproteded Wood Freme DRAWINGS. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE BIT. BITUMINOUS GO-01 COVER SHEET ]'iy II NOTIFIED AND SHALL RESOLVE THE CONFLICT. CB CATCH BASIN ST1.1 ARCHITECTURAL SITE PLAN-EXISITNG WL V) Z Table 602 Fire-Resistance Exterior Walls Distance Based on fire separanon distance CMU CONCRETE MASONRY UNIT ST1.2 ARCHITECTURAL SITE PLAN „/ Centerime between buildings CONC. CONCRETE E-I 'JO ❑ Construction Type SB Less than 5feet ,mere reran red G2 IN ANY CASE OF CONFLICT BETWEEN THE DRAWINGS AND CON T. CONTINUOUS CIVIL .< W ❑ grequi THE PROJECT SPECIFICATIONS, THE MORE STRINGENT EQ EQUAL Conswction Type 5B 5;to 10 1 hr fire rating required Construction Type 5B 101030 0 Iv fin rating based on fire separaliondstance REQUIREMENTS SHALL GOVERN. E.W. EACH WAY C Q r G3 THE CONTRACTOR SHALL MAKE NO DEVIATION FROM FD FLOOR DRAIN Q Anal xis: mesa drewings represent two adddanswme existing building HC HANDICAP ARCHITECTURAL I--1 New building will be 2,926 Square Foet DESIGN DRAWINGS WITHOUT PRIOR REVIEW BY THE ARCHITECT. HT HEIGHT Ati MARY DUNN15TE CALGON SYSTEM SHELTER PLAN 1--1 (fir No building seporation distance is required, A1.2 MARY DUNN 1 SITE CALGON SYSTEM ELEVATIONS Z CD Table 503 Construction Type 5B 1 stones ebore grade,5,500 square feet per floor max IN N VER T N (n No sprinkler system modification. OUT N VERT OUT A2.1 MARY DUNN 2 SITE TIGG SYSTEM SHELTER PLAN Total Proposed Building Area 2,926 SF G4 WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT D NTERIOR DIAMETER A2.2 MARY DUNN 2 SITE TIGG SYSTEM ELEVATIONS Z W CD Z Existing F.1,267 SF Addllons=1,659 SF REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT L.C.C. EAD COATED COPPER A3.1 MARY DUNN 2 SITE CALGON SYSTEM SHELTER PLAN H ot$ Z 506.3 'These structure wit not be protected bye sprinkler system CORRESPONDING PLACES SHALL BE REPEATED. MAX MAXIMUM A3.2 MARY DUNN 2 SITE CALGON SYSTEM ELEVATIONS Qt Cn Q 601 Type 5BConstrection Fire Rating ofElements MIN MINIMUM A4.1 SCHEDULES&DETAILS II--,I--II N > Item FIFO Rating Regd Description NOT APPLICABLE WALL FRAMING DETAILS I.4 ✓ Structural Frame onr Design meals requirementsG5 ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND N/A A4.2 = N.I.C. NOT Exterior Bearing Walls 0hr Design Meets Requirements LOCAL LAWS AND REGULATIONS. IN CONTRACT A5.1 ALTERNATE2EXTER OR DESIGN DRAWING ME Interior Bearing Walls 0 hr oes1gn meets requirements N.T.S. NOT TO SCALE E1.1 LIGHTING LAYOUT Interior Petitions onr Design meets requirements GB GENERAL CONTRACTOR SHALL COORDINATE LOCATIONS OF O.C. ON CENTER COVER _ Floor Cons onr Design meets requirements OD OVERHEAD DOOR • Roof Constructiononr Design meets requirements OPENINGS, PITS, BOXES, SUMPS, TRENCHES, SLEEVES, O.H. OPPOSITE HAND a DEPRESSIONS, GROOVES, AND CHAMFERS, WITH MECHANICAL, 'AV. 'AVERS 903.2.11 Specific Building areas Use Group U Exeception:Groups RJ 8 U Sprinkler system Net Required ELECTRICAL AND PLUMBING TRADES. P.T. R RESSURE TREATED - No.. DATE. COMMENTS. 3409.1 Historic Buildings.Coda Section Does Not Apply SIM SIMILAR TO t. _ _ S.S. STAINLESS STEEL . . IEBC lntemational Existing Building Code G7 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON T. TREAD 101.5 Compliance Method-Exception THE FULL INTERACTION OF ALL ITS COMPONENT PARTS. NO TYP. TYPICAL 3 Subject to the approval of the code official,alterations complying with the laws in existence at U.O.N. UNLESS OTHERWISE NOTED the time the building or the affected paten of the building was Milt shall be considered in PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING compliance with the p,ousd of this code unless the building is undergoing more than a limited DURING CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF ' V VOMITORY io V.I.F. VERIFY IN FIELD s structural alteration as defined mSection e07.4.3. THE CONTRACTOR TO MAKE PROPER AND ADEQUATE VCB VINYL COVE BASE Da wi"oNmSs 404.1 Alteration-Le.2 PROVISIONS FOR STABILITY OF, AND ALL STRESSES TO, THE Wy/ WITH ' Lore!2a11eretionsinaude the reconfiguration ofspace,the addition or elimination of any door STRUCTURE DUE TO ANY CAUSE DURING CONSTRUCTION. a DIAMETER • widow,the reconfiguration or extension or any system,or the Installation or any additional equipment. +/- 'LUS OR MINUS w 407 Additions Additions to existing buildings shall comply with Chapter 10 G8 CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR • SYMBOL LEGEND H SHALL REQUEST ALL DIMENSIONS OR INFORMATION REQUIRED a , fioz.z Intorio1 Floor Finish Shall comply with soclion804oI the IBC TO PERFORM THE WORK FROM THE ARCHITECT. WORK • DRAWN e. PR..INFO a SEE DETAIL 88 ON SHEET 602.3 Interior Trim All newly Installedintenor trim materials shall comply w1m COMPLETED BY THE CONTRACTOR WITHOUT DIMENSIONS OR MRM SHALL BE DONE ATOWN RISK AND SHALL XXX HIS s section B06 mine lac INFORMATION as NOTED so-zo-v,s IBC BE REMOVED AND REINSTALLED TO THE SPECIFICATIONS OF ' —V—BREAK LINE • 803.9 lmeriorwallanaceningfinishrequirememebyoccupency-u THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. sRamNo.. Group Exit enclosures No Restrictions T----'fDIMENSION LINE condors No Restrictions (n Roans No Restrictions - K >I EXTENT e03.1.1 Interior wall and ceilirgfinish materids G9 MEANS AND METHODS OF CONSTRUCTION AS WELL AS No Restrictions COMPLIANCE WITH OSHA AND OTHER SAFETY LAWS AND oo DOOR TAG G 1 R. No Restrictions REGULATIONS IS EXCLUSIVE RESPONSIBILITY • Z 804.4.1 Floor Finish Minimum Critical Radiant Flux Floor Is concrete slab OF THE I CONTRACTOR, HIS SUBCONTRACTOR(S), SUPPLIERS, (I WINDOW TAG CONSULTANTS AND SERVANTS. II ��. NAVD '88 I . '-T-- 1-"- is t -•---IW; - _ --- D -, _ RI IV INDEPENDENCE o` 1 I./ W J �/G. 8y. 1,1._\ ,'\-x__ / fit .,.he`sDRIVE SKETCH PLAN SHOWING .;--`... __ / _1 r \ -- --__ � EXISTING CONDITIONS w -_- _ L.-I-•• .' I • g1iE�s 'gyp Ao'yys .$ ao"r,a - /• I I. /V'l / ' I' I.e.-. 1..'•\ / / W i o 6 or -= = AT #629 MARRY DUNN ROAD _ I-,- - i - w"d'—w �.1-. . o • a IN i �I T HYD/ ��656 i X / / wo Q,o, R11 4 BARNSTABLE (RHYANNIS) MA < II ��X� (TYP) //x 1 STORY �/ /% °� FI 1 k r (WATER i THE TOWN OFBARNSTABLF /%1)'' '/I I �'AT I °'/ / D.P.W. — SURVEY SECTION \ i i MASONRY (Tye') I lib BLOCK xn l ,�Y ATE: AUGUST 17, 2016 SCALE: 1'=20 1 Q 1 N I i� BLDG KTL1��' / * D��� 20 15 0 20 40 / 1 / N o / / / o Pond o n O 1 / . •N• _ _.J1Q li j/ �� / / WOODED W o T SCALE IN FEET . �v i /i/ T N';K ..— ELEVATION DATUM IS NAVD '88 c�� 1 �� i / T ' 1 /LOCUS MAP zv r 1 0 u/ i :, Il HY _E DIG SAFE i F-1i BM rn `.T •1 .1' '''` •'► V I1 I 72 HOURS BEFORE DIGGING I STOP OF IP //�; i'-�-�- IC�NC PAD Z c, >, CALL 1-888-DIG-SAFE 1 �O al W/TOB CAP --.—'—'_-- /TANKS g — -a _ PER STATE LAW CHAPTER 502:SEC. 40 (1980) I p„I ELEV=39.26 ,' I %/�i _ - \ ( ) Q p cnl NAVD '88 // / / / / - --- \\ W al UTILITIES ARE SHOWN PER I _1� / // /- --r--\I I 1 / p 01 SURFACE OBSERVATION RECORD I -` I/ / I / //// //j// �0- - I I 0D' BUFFER (� ` PLAN INFORMATION AO PAROLE 1 I 1 / //'//////i' 1 I I I I I 0 c m a) EVIDENCE. UTILITIES SHOWN MAY r 1i1 / //i•. 11 I I m - J= NOT BE WHOLLY ACCURATE AND I p1 EI�■EC-Md 1' / / / I I z E o THERE ARE LIKELY UTILITIES NOT 1 1 RIM-38.. 5i (// // • 1 I I 1 I x I >= E. a SURVEY DATA LEGEND SHOWN HEREON. CONTACT DIG-SAFE I 1 - U1 II II L_--_'� II i Q � BEFORE DESIGN & CONSTRUCTION. L,--ViJT\ / I II1I_,�� - .,.„ -1 pi i It 0 m 2 o0 (�SHRUB 1 LL -NO I`x `1 1 I ffp --J j it H ❑ CO Lb TREE CONIFEROUS 1 3 1\ V1-i'� 35 •[V} TREE DECIDUOUS ""^`I UTILITY POLE I Ill RIM- `�i _ = JI +••U UTILITY POLE WITH GUY WIRE - • U UTILITY POLE WITH GUY POLE I =- -"- L / // W UTILITY POLE W/LIGHT NOTE: I ----� X ,/(`1 Try'/ ,FLAG POLE I EV vy' / / LIGHT POST SEE ENGINEERS PLANS FOR Ir \\ / / / R H TRAFFIC LIGHT I / UFFE TRAFFIC CONTROL BOX LOCATIONS OF UNDERGROUND \ 3 / / 5_ B h-1. HOOD POST I \\ W" D / r71 ®WETLANDS FLAG UTILITIES 1 z ----- / / • TELEPHONE SPLICE BOX I z • 3 _ p TELEPHONE BOOTH J I / �J / p LIGHT BOX CONCRETE I-I '-T \ / .T,J / [� rl¢WATER ELEVATION -_-- _J ,\ / / L O PRIVATE WATER SUPPLY _ \ \ WN O SEPTIC LEACH PIT I 0 I \ 1 / / Il FIR9TICFLoortX #629 - �/''�TC. \ I I \ \ ,/ ' v, W + CHECK SHOT IV'6/I r- I I ___.- 1 /� [y K SPOT ELEVATION LSDL ❑ • STAKE & TACK ASSESSOR'S MAP:331 FIELD SURVEY BYECTR(�N\IC 1 I W �1 Q ■ MASS. HIGHWAY BOUND PARCEL:004/X02 TOTAL STATION & GIBS. • Bd1ND WITH DRDL HOLE •• NAIL A LEL RIVET N/F --• \ I. I I / ;y,IW; t DRILL HOLE I�'1 DISK BARNSTABLE, TOWN OF \ \ 3I.23 I �., fn Z O IRON PIPE BRNWATER\\ 6' CI 1 a I • IRON ROD ( / 31 )( x ''' x (6 x ;xIT #1 2 O W 04 O NAND HOLE ELECTRIC REF:19847/223 Q #13 'n K CATCH BASIN I ■ CATCH BASIN D FRAME ` 8 < W ❑ ■ CATCH BASIN ROUND SEWER MANHOLE x 1 1 O I TELEPHONE MANHOLE } K WATER MANHOLE O M.N. ELEC. ` /y �I� H Q Q DRAINAGE MANHOLE W \ LL I MISL. MANHOLE IJ \ x I #14 #11 V) LT, 2 • OAS GATE SQUARE • OAS GATE ROUND )30\96 I 32 1 (v 7 • POWER PEDESTAL DEWATERING AREA 3,, rr)^ 'F/C-I WATER GATE ROUND / / % •, / 3.83\� I V W 6▪ SIGNAL PEDESTRIAN ,�\ , V- O z PARKING METER '\ / I 29 , / I 1", 06 z • p BOULDER• SATELLITE DISH 31°0 28.05 '\ A) I 1 'STORY# 1 x I 1 I '�.1 QI < • GASOLINE FILLER \ \ 1 _ ,I ONRY I ›- • GAS METER N\ y2 I n,BL CK 1 F' 1 I 1 cc. I Q 3�63 x O GAS PUMP G 1 I I• TRASH CAN CO' arm*m[ ® MAIL BOX PUBLIC SQ• \ I I //'/ BLS 1 I I P ' H MAIL BO% HOME / O COLUMN CONCRETE 25183 I i �/ � 1 I #15 Existing Site Plan & CONCRETE POST Q / I ,� I Z I 0 METAL POST /� = O HAND HOLE ELECTRIC 'CONTYP)TEPC a1 z I R IBE �W TEST WEL0 BORE L MONITORING W/TAN KSD 1)\ R /TEST PIT /I I I S 6 VENT PIPE \ �` �- I Q T �+o.,L"ore. cw.mu..s. + INVERT OF PIPE /j 22 _• �� •9 - - - ® SLICE BOX . FGF W‘:"Cl.,, \X ` .-• I'�__'__ 1.H YD I z 0.00 SPOT GRADE T T .� I I - .A. MARSH GRASS qJ' T I ••I TYP ,,ry'190 • STONE WALL N Aln ( Ii I -•-•- EDGE OF VEGETATED WETLAND 1 �!+.1 •' - CHAIN LINK FENCE ,1 I /I 3i 68 �11r#1 G ggpolNc nor€5 - POST & RAIL FENCE 1 I I 6 -„- STOCKADE FENCE X 3 - GUARD RAIL WITH META. POSTS TESERVICE ILf� }1.29 l 4 1 I - GUARD RAIL WITH METAL POSTS 1 GUARD RAIL WITH WOODEN POSTS -. EDGE OF WOODS \ I GAS LINE ! ©0 A I I -D DRAINELINE Tn •1 I (1 I LU - 9 WATER LINE ,^ f TELEPHONE LINE 'I . x -'i'6z 130.9 ( 30 I I- —E— ELECTRIC LINE �• 1 I I Q —S—•— SEWER GRAVITY LINETi �� J I o wrier, mozo-ww. —FM—•— SEWER FORCE MAIN - EDGE OF CONCRETE TEST WELL x 1 x C I59 iSCA. DOTE CA MRM -- CEDGE OF URB STONEAVEL ROAD VERTICAL WATER MATE 6' ELF\ III \ 31'33 �J, e"e� .o,Eo •>�,e —-— CURB STONE SLOPED TYP \ III /- 1 ----- BITUMINOUS CONCRETE CURB I • . FLOW LINE l� 1 12 TIMBER EDGING �' III L-L !n • EDGE OF CULTIVATION EDGE OF LAWN CE TER TOR 0� ij 1 ~ CC� ' ST1 • 1 ELEC HAND BOX\ /� G 1 ARCHITECTURAL SITE PLAN Z ELEV=32.67`-. 1 I #17 0-' ■ INAVD 88 I I / /- j I ' NAVU 'BB •. I , 1.\ . • L. I Li// —- --i- \ 6' A'S AL< xl - I • 1 /i� �_ \__ \ ' \ I DRIVE -, . INDEPENDENCE DRIVE I I/ .-.—w'_i i ——'i't • �* '-\ �'�-X__ 1 .�•6g ` . SKETCH PLAN SHOWING r- -,.:W.„ - �_I_.�_I 1 -<--__ a� � �ps 40,,,, To, EXISTING CONDITIONS i ; 8' Imo. �'r._ � / �,Oyry} A wa' AS -'o Pond / / I.�. ._ �� / al W � ', 4 M, �,r _: AT 629'.MARRY DUNN ROAD 2 8 IN i T7HYD/ k{ .�-. / S Q 0 -NCR BARNSTABLE MA i i� � (TYF�) //X I +� IsTORY x �/ •�• "� a ,/ o THE TOWN OF BARNSTABLE , ;WATER G'AT �� ��1 �'l °'/ / • D.P.W. - SURVEY SECTION I T p co1P-- . i, ,,�� L� x / ,/ DATE: AUGUST 17, 2016 - SCALE: 1'=20' Q N( � ) f;4 i u a ) r'. o�� 20 15 0 20 40 I/ I / 9� ►/'� I �%%%� may/ • / o Pond — — I o Q I / k., /i�� q01 tii��/., �. WOODS w c) ♦ Q� / •looBal� _ I,Iu�7G - I / / • SCALE IN FEET J It / �cd 1-1 `. T WArCl-aW , , Nc FRE TAN; l ��/ Iy�nS PA ELEVATION DATUM IS NAVD '88 U-I �- i X(TY' ro'''.7.- 0/ er-,:, „. :`xlood= .t „, LOCUS MAP z_ w I 0 /,I , Vq�-n �, . c DIG SAFE U BM sOFAdznrGr Plaza , I I C�NC PAD Zas 72 HOURS BEFORE DIGGING OP OF IP // T CALL 1-888-DIG-SAFE i_.�.� PER STATE LAW V R� =j W/TOB CAP x ��/ INCREASE_ -_ \ /TANKS �+ c CHAPTER 502:SEC. 40 (1980) p I ELEV=39.26 / /j%- _---_ (TYP) d .11= o 05 UTILITIES ARE SHOWN PER 0_ NAVD '88 • / /�/// / ____��� • SURFACE OBSERVATION RECORD a I/ / I / //// //,----_-. i_-30-r- I I I / 0 z PLAN INFORMATION ANd PAROLE I / //i/ I I I I 00' BUFFER (i . EVIDENCE. UTILITIES SHOWJV MAY r' ,�I \ C i ��// j��/ I II I I I I•• • NOT BE WHOLLY ACCURATE AND p l I\Y / I I E 0 • THERE ARE LIKELY UTILITIES NOT I RIM-38. 5i r I I I I I x A- Y .. • SURVEY DATA LEGEND SHOWN HEREON. CONTACT DIG-SAFE I OO i I� 11 /111 L-.-_' I I i "3 Ili BEFORE DESIGN & CONSTRUCTION. U(r\ I/ I I I� T� ��_Ly�+- IA I o 0 SHRUB II //�' LL�C IVIH \x I I ITy{�-aU-q -1-�____.-J j l� O 0 UJ CO TREE CONIFEROUS W-s' 1 TREE DECIDUOUS _ UTILITY POLE NOTE: w RIM=3-8..i4�/ . x�X j1 •••• UTILITY POLE WITH GUY WIRE _ • • UTILITY POLE WITH cur POLE SEE ENGINEERS PLANS FOR I I I -� __ / /l . UTILITY POLE N/LIGHT -� 1 p.FLAG POLE LOCATIONS OF UNDERGROUND r �\ X 6j k`"' / / TIGHT COLT UTILITIES ) - / / / / BUFFER E-1 TRAFFIC LIGHT TRAFFIC CONTROL BOX \ 3 / / �O' II�//77Jyy - WOOD POST i Z \ I• W D,E'b / / F-/ ®WETLANDS FLAG L. _ TELEPHONE SPLICE BOX I Z I\3 //` // p TELEPHONE BOOTH •J CI LIGHT BOX CONCRETE ,- \ I / / / o PRIVATE WATER SUPPLY \ I 311�31\\ /' // �/ �/ O SEPTIC LEACH PIT I 0 I \ I • At W + FIRSTIOFLOOR X 29 \ L7L I I \ - / �I W % SPOTKE SHOT ff")LEVATION -i�}'©TF:----- s_ I I ___ a [� & STAKE & TACK Lai m^ ASSESSOR'S MAP:331 FIELD SURVEY BY CTRCN�IC \ I I W H Q ■ MASS. HIGHWAY BOUND zwo PARCEL:004/X02 TOTAL STATIvN & G S. �L� Bourn Inn1 DRIu HaLE *+ NAILEL RIVET _101 N F - Jr. I I A �Wy Q • GRILL HOLE d}Z / \ 3�.]3 I / E r • DISK tow BARNSTABLE, TOWN OF 6' CI I VI Z • IRON RODo IRON E t_I'l Z (BRNWATER) 31 x x 31S x . x ] d #12 w Z O HAND BASE ELECTRIC Q<0 REF:19847/223 0 #13 D xi CATCH BASIN Z N 1 rT, Q ■ CATCH BASIN D FRAME 9 At; W • SEWER BASIN ROUND SEWER MANHOLE o Z x I 1 E'I TELEPHONE MANHOLE V), 1 WATER MANHOLE V)0Q I O I I� O DRAINAGE MANHOLE MANHOLE �OZ L1'1 X 1 OP' / Q Q O MISL. MANHOLE 0= LT, GAS GATE SQUARE Q C TN N_ 1 #1 4 J.-1 2 ' GATE DEWATERING AREA - 130�99 311 _ 32 I rr(^v '7 11/ (0 WATER GATE ROUND / I � / .-�\ 1 V 1F'_L-jll F+•1 L� - ¢ HYDRANT 9 SIGNAL PEDESTRIAN F .^ +/ / % , I 3 33 � ` ('O �1 W Z PARKING METER ISH QG' -N 6293 I I 1 v VI CD 06 Z • SATELLITE DISH F 31 0 .) I Y I 1 Q o BOULDER 25�5 ^� 1 TOR GASOMETER FILLER +NN\ \ /2 ' - •I 5„.CKY,I I x 1 1 ��I �j N } O GAS PUMP IV1 B F�1_Y I 1 3/.53 R W 17 c0 I O TRASH CAN �` BL Cj 1 / I 1 OP' • R NAIL BOX PUBLIC Q. \ / / v I 1 I Y/ MOWING TITLE O NAIL Box HOME * \38b3/ I /. , _ #15 oProposed Site Plan O COLUMN CONCft ETE L� % / A CONCRETE POST 0/s. "1 / CO C STEP /.4 -XI z I = 00 METAL POST q Q 0 BORE TEST HOLE HAND HOLE ELECTRIC CONC • PAD '? I\1'P) ` ���sj.v Z. C • a_ Tip TEST WELL MONITORING ),, R2 h. /' I ' - IliEVMONS '6 HANDICAP SYMBOL W/TANKS \ ,, \ / no.. ��, ��NEMs. + INVERT OF PIPE /j,(. '/<y` �3 /�l�•9 I Q �11/ - _ G VENT PIPE ` ',I,/" 3�'-.� 1 ® SLICE BOX CF '-HYD 1 I 0.00 SPOT GRADE T ,A. MARSH GRASS ./T c.T�i ,A. %.____ (TYP� �ry-r90 1 , 'y0 STONE HALL nn AI'^ I1 1 -•-•- EDGE OF VEGETATED WETLAND CO t..i'- ' . FOO 1' 3/.55 4 --' ,,- CHAIN LINK FENCEi. /1 E00E I I .nT� - - POST & RAIL FENCE •.O Si '� /1 I uIP'# -� STOCKADE FENCE X ` . 3.'� - • #1 6 GUARD RAIL WITH CONC. POSTS TEMP ELEC o I� I 1 DR��H�Ho,E3 - • GUARD RAIL WITH METAL POSTS • SERVICE ` GUARD RAIL WITH WOODEN POSTS I"' ////�-U�"' - Jr.G- EDGEGAS LIONS WOODS ie Jr I FT\ 1 - DRAIN LINE cn © 1 / 1 1 LLI __Tw- WATER LINE �� X 1�,�.5]- 30.9` I I 30 I F —E ELECTRICE LINES �• I Q -3-•- SEWER GRAVITY LINE .�Z �� 1 0 1 DRAWN BY: PROJECT INFO. -FY-.- SEWER FORCE MAIN / I - EDGE OF CONCRETE O TEST WELL x I x ,,,,• I oRA MRM -- EDGE OF GRAVEL ROAD WA R ATE 6' CLF\ hl 31.33 oSoo,Eo E: CURB STONE VERTICAL Iy - CURB STONE SLOPED WATER (.l1 III ' 1 {) SHEET NO BITUMINOUS CONCRETE CURB - /- 1 T • . FLOW LINE /�-y CD- III (2/ 1 TIMBER EDGING • LY J L-L CO • EDGE OF CULTIVATION BM IL J EDGE OF LAWN 9 g - CE TER TOR OF Iy y H \ /W'Aft y�TECTURAL SITE PLAN ■ z ELEC HAND BOX\ /1 I / ST1 2 ELEV=32.67 \/I NAVD 88 I 1 I / I- k •• STRUCTURAL s. •- - _ .. _ .. .. r : I a NICHELE �, Ru • ououo `'+ N.]4]]4 1. IsCONrvAc mgxsloxs x THE FBLO MMBOArBLr IF FIELD .. .. .. .. - : • : STRUGTUR� .. WN G HOw.TEN.L5 AND THE START OF wORR x ON THE THE RnRw IUG6 ARCHITECT _ 1. STATING DE 2. ALL CONCRETE TO BE 3.500 Gx STRENGTH FROM THE CONCRETE FETE SUPPLIER PL ERNS • - - • . 3. ALL METAL CONNECTORS AND NAILS TO BE • w EL. - .- . - . . - .. . . .. AAA�(,�f.��s STAINLESS STEEL MET.DEMS TO BE SEPARATED• FROM -LUMBER 10P/16 for SECTION 06100 RWGMCARPE TRY 35-0' structural (of•" �t . • .sNmM « ..aM • wd ..enteewe . nwreN..ws. .. .. .. . • WOOD PRODUCTS - d'� . TRUSS DESIGN TO ALLOW FOR SUPPOR•T (((±±± Lumber: of nepem«openq. OF MECHANICALEQUIPMENT Q t 1.ummr - .. / • PROVIDE TRUSS BLOCKINGASREQUIF . .. _ B'REINFORCEO CONCRETE FOUNDATION WALL • III or N':YV ELECT SUB-PANEL BY THE MANUFACTURERS SHOP DRAM 14'X411'CONCRETE FOOTING p1-f� A �. tr. qualitykmorkm.e kwPegtm agency roreegme use rowed .. _ •, .II r r _ _ • ! ' . .. .. : '..�--1= .. Q a f QE<'tELECLSf19-PPNEL1Qf9T19N_I - \ .r. r'" Ra.d m w m a..m ,---..."....4 — �f{ meter.form rough.vpmery.rnl.ndnww:se lnd.tw .. .. _ }}}8' I 33'A' J i be .11 n B vapor a s ggroon.. ' • . 3.Concealed members masonry - -• .. - .. �.. +.Wood homing maml»rm that Oro osa than B'mae ae the ground., .. APPROX LINE.:poraua^oetw.n wtro..tm.Ir:nmr end am a.a.oa morow mauelrq g.xsiazaa - • NEW ROOF.T UBS Q 7{F O.C. - • - - - - - CD Provide lm.a.supports. - - - 'NEW 5•REINFORCED CONCRETE SLAB ON - O • • LUMBER - • - .. - - .. • - - - - 10 MIL VAPOR BARRIER ON6•COMPACTED a �.L� CV Lamb.: _ _ .. • _ _ _ _ _ G STONE ON95%COMPACTED STONE 1 C) A.Dimension • n .. RIDGE • :: .. .: .. .. . .. _ w fA mtimm�a n area a relative r provide D o ra ea .. .. - .. .. _ _ P. - Y f/)F.t n.bvs..m • �Nprd u'a't brand Ac 4 _ _ _ ,^ I. o or oral .. v, tostoners or approved C • _• " . T • ... . . . . . . .. . . . >. , Morel Frets.Anchors:SVuqurel.ppah.type,eM rtema - I . .„ - •U.. . . t.U.SmP.^or preaetl squat.cram maae.M1pm men esa+fed as treason.;on Me .j -• NEV ROOF TcU55 Q2'J°O.C. • : . - .. . .. . • . • • ROUGH LAN,E INSTALLATION _ _ .. :: • . . . :: . . . . . .. . - .. • w _y • . 1.Set rough carpentry m required even and m embers D umb true.Ore W fiaod natters.DbcMrg aM nAm supports comply with requirements for .. ,.y, .. - C -. • O � • .chi.otM mmwmon. - - - - aP.' .3 cc • Segeeh edeM rough carpentry rowMhem complying with the following: • ' I I - _• � m e _-.I_- ° ° �I-_ . aI. -- C �. yJ • t. cAeo xE Power4rmen fasteners. SEAM B1=(3)1{�/4X1U114 LVL =p)7X8 '� ` :• — U 2.Published rrmo mote ham. :-um • _ .. Fastening scnoeue elmInternationalBuilding Code. .. �.. .. -. I • .. / �7Tq' © •' tZ-t0' .. . 4'Z• / �,-tB; - 9.1. 0 OO 4. products m strict a«o it manufacture's instruction' - 5 KING STUDS 1 JACK EACH 510E - 2ILNG STUDS 1 JACK STUD EACH SIDE' - - •f O H.DOORM.O. DOOR M.O. Q 05300-PREFABRICATED WOOD TRUSSES: .. General:Comply with rmrmmn.mmsbumaa drawings. Extent and con puratmn of pefalorMalea woos ws5ea m ma Fame on drawings. Typos •of protebr«led wood buss.irrclud,GaDo-+heped truss. . .. .. . .. - .. . .. . .. E) " ' Subm Has Shop Drawings: draw nee showing +m.and grea.pamber to be _ OROOF FRAMING PLAN-CALGONCARBON SHELTER- • - _ _ OFOUNDATION PLAN-CALGONCARBONSHELTER z . - used etc configuration and spacing for.cn........•hpe sba. - =t•-0• 4 ta• • materiel..N+h design vetoes,b«0 I metal connecmr Natn artl Dearuq end entlwreB - •. - .. - .. _ detail To Me Mdent ang neenrg design considerations are in.ated F azleuaedwuume�tlab uDrrvt diaris a.test reports grams M kWatl a l loading need.for analysis and to ensure that - ' n YM -bu • - • . shop' p. dmmWd q e.mt.reeg wig.. <.W pre..In w..will.Install.. .. _ . SmWm.'CompY with appl'.Dle mgvremenu and recmme.alons el"Design "SpeclMatgn b<Meta Flan caraeNed wood Tms. - RIDGE VENT - -' - W w Q Wood Stmqure Design Standard Comply with pl bl regu remenm of"N.M.l Design • F/_\I O • SpnIII.Wn for woos Cmrspuctb^•puelisnaeq P. - • WOOD TRUSS ROOF SYSTEM SUBMITTAL REOUIRED 1}I ry Comm0or P.Mahar.rera Dora 5 04004 Provme buss connector proms manuramam q a . R3B INSULATION • - s/ Yii LL• firm TRUE s a en.wt.).complie+bum Tv quality con41 procedures fro - ASPHALT SHINGLE ROOF SYSTEM ON _ • W pones Dud snetl n TPI•OUaq standard for Meta vats Cnnect. •.. --'^ - 2SR ROOFING FELT ON a EXTERIOR -- - - • W Z WooO Tru . tattles D -Provide true.a by a f rn rd of euc«ssfuNy fabricating - 'GRADE PLYWOOD' trusses similar a mtl and wh'M«m I' following requirements Clq r'1 Fab(enwl y �Sr— �, SMPSON H2.SA HURRICANE CLIPS • _ W Q .. s^e a sw hror Connector Pmma Provide mem connector pares from e:e halo • • IJi"------LL1. AT EACH WALL TO TRUSS CONNECTION .. • .. .. . .. enc smmnaeM ha... lY 1 fi 4t spa". ll ' ,,T S ALUM.POUTS TO FRENCHRAIN APE DOWN • manul ' Han 1y'I�A1 a,«srcT..rs r arac i-a fII Q Handle amrm baaaeawm®ra.elwmac�ramr«ww mawradarere m+lnr=uon+Iw Tel ��� �y����- .. - _ recommend.).toa.oid damage from orermmRR o,01CS,m,w)or who truss.not _ I , I e .. . .. C C .signed M resist or endure 'K a� ..•♦ '. t• 'VENTED SOFFIT • ' ' .. - • • • .. A - It G G . lima Do very and erection of Id extended on 5 m storage M delaying work - �� •k• _ _ ofdadab .re won mu lbw ones • - - - BLOCKED OUT FRIEZE BOARD APPROX LOCATION OF NEW PROPANE /�\/j HEATING UNIT MOUNTED TO CEILING �_ LUmI»r - - •of - K -''('-��.'�I�• y L J es= APPROX LOCATION OF HEATING UNIT •- ` ".// NEW ELECT.SUB-PANEL LOCATION C�Oy Z Factory m mbar with type,grata grad.agency. ' '• w _,! t__t i 1 .. W Z Lumber 5 Mm0 Manufacture umber'U comply PS 20•Ame0n SUSMooa Lumber S.dard m applicable grading rub.o1 inspectionagreed.comma q Ammlcan wrwm -� L INTERIOR FINNISH AS SCHEDULED ��� -- T 2 • Standards C.nHee's(ALSO)Board mR.en. C+T - ` N Provide lumber manNazmred b aqua a required q PS 20 m comply wM requirements .- .. _ _ _ _ • , - _ 02 .. • .g� - - ` .L +nro pre • 3 and below D 545 unless othemae tea v . M are •a sa a w th I6 garcon ma+ eon Fme of dressi g and `� - N CALGON CARBON FILTER 0 DOWNING TITLE 'p emro I: non Indicated. • _ :: EXISTI ER N c Mk-.D bun•s m Y'e11ow Pine ea'na'.ma tra m.: - s E 1ST NG CONC RR�TE PAD _ ,r` _ MARY DUNN 1 SITE' F ro.Dwm fiber 'n bending):1,500 par. - - Q TOTAL BUILDING PREA=100$F ., ' - p - CALGONCARBON -- 2 0 METAL SIDING DNDRAINABLE - - �j (� 0,0 e t SYSTEM SHELTER r E(moaun sgcq) tB00 BBB pm • - HOUSE WRAP i•EXTERIOR ) e ___ p ♦ a ®BIM • d • • en GRADE PLYWOOD - _ ---"'�__ I REVISIONS DATE: Mears METAL CONNECTOR ES FASTENERS AND ANCHORAGES - 9 f - - y - TO.. D^ .. - .. .. - f �` yy`•CyI11 = rC i�� 1/_, urG'� \yell i Connector Plates: a connector pal.from y Mbwhg `V ov 2 • t`-tf t - requ rem. t I t ♦1: i y,� )� ymay, 4 Hot-DIPGe S 3 .,G..o rlphlmi ) h DH 9 ASTMA k _II I f^ �] HORIZONTAL BLOCKING o /- aTi-- LT'r,/,$-t,.{;y II tF' al fi N\ ��'vK.� /J I $© - • a4e Gretla.A ens coat.ey hat tlp pr«ass m 5 M A 5z5.lies gnau GBG' *re • • T. AT B• '-0'OL.VERTICALLY C';"l1/ill _ • - 3 . minimum mamtl rn.thickness lnp.letl bM ndl •the OOJ6. .. .. \��� - .. - I C€_ MA% .. • .. 1� 1 .. E echo B Zinc-Coat.3 Sheet3 (physicalquality meet complying with ASTM .. —� - a A 581,Los C C. br I mA3 S G A: no«aleaq - ♦ - • %r` -~ lyyy • oeepwltiwr I EXISTING FILTER EQUIPMENT 3 1y 5 S - y, -h]• s Fnuts. esst en Anchorages:Provide:Do.hpe ma ^bun Anal M m. 1 / F C x ('K^ y -'I. ..(y� ' m.aSh cure moim de. r .. I v _[� `MARY GON FILTER SHECT C y' • M buss embersme«orals anBm+ene ea entl smesmpreducocdn Wangl M �\�\�\ aaa�����1 L3'4'X7-11q•1.SSE TMBERSTRANO - woos to wdod.anrg n eacemd.units - I �� -_ : • LSL-0O STUD(TYPICAL)Q 12.O.C. • 9'fi' 26-0' • 7 b • Fabr ems metal connector plat.to size configuration thickness and nLaoraBe details required \• -w ���rrr < w '' ;yp .: • - • Corry.+olbint designs Inca. - -' - 1 E ♦ - - - - H LLJ A0nmde was members In despn confgureuon ne cot.using ll0e or'amar m.n to sun all •-•' - ' • CARRY SIDING GOWN OVER CONCRETE • - QuNtorml cobs rary of assembly with eon fitting ro nm Poslu.members m nroduco eealgn li_ .. 1 ' FND WALL • ♦ _ • D • 'p,.�, 1 �,/ EDGE OF EXISTING SLAB r� • • O Lemract buss mem. one of metal cormagor plates tee are rarer - � i e1H- ZINC BORATE TRSTREATED SIL01.314'X7-114' _ _ �% _., _ __I i N sly ow v Y ® wMRM - • ALLATION. - • pamlml • 77'E72-0' •S-0' V As NOTED Pl▪ato Institute. . . • •Eecth oases wmplane of truss webs sop-real(plumb)and Para.to anon omm.«ated a.uromly - .. § � • 1 GRADE .. .. • e des Bn aDea.'ntl.led - 1 • EXISTING DP THICK CONCRETE e'REINFORCED CONCRETE FOUNDATION 35'-0' Homt units n Wa«q m.w of lifting aqu proem same m eta.end hp.of busses required, • - SLAB FILTER SUPPORT BASE 1 g5 BARS I6.O.C.EA WAY - NEW SYSTEMORWNPIPE.SEEPLUMBING o•►. Al . 1 -1 Opp be s tlone.btl inn pdnm as remmrremed• uses. ,uortlel^8.re rot m damage buss NEW 5'REINFORCED CONC.SLAB • 17%20'CONCRETE FOOTING MIN • PLANS J members orldnmgogof.pmew bend.or.gr.uw - F until permanent reG n rogulro0 to maintain trusses puma wrepd orm In bcabon M.o., - • ON 15 MIL VAPOR BARRIER ON w - - - ^e m roam. 6'COMPACTED STONE 4',0'BROW GRADE Z Ancharbu.oa mummy at au eoanrg pointsmwnplywm mpino.a^tl tlamne^tl.me. • SEE NOTE PJ.1 NEW WATER IN LOCATION.SEE '.rr� � . stag pormunonl bracing and rotated components to enable bus..to maintain doagn spacing. - 2'RIGID INSULATION PLUMBING PLANS • .themnd, ra and deed load.Including lateral dada. comply bum other md.rea - • .. 0SCHEMATIC FLOOR PLAN-CALGONCARBON SHELTER ',.rnmenm OTYPICAL SECTION A-CAtGONCARBON SHELTER Do net or remora bu:.memmm - 't`D' - • I I I •01160-Inspections and Testa •The following inspections and tests are in addition to those performed by state,municipal or � 1 , county officials. • t a •Cast-in-place Concrete:Complete form and reinforcement inspection,for size and placement. - A RIDGE VENT ' • Advise Architect well in advance of concrete pouring.No concrete will be poured until the Ott Architect approves both forms and reinforcement •SCHEDULE OF INSPECTIONS ASPHALT SHINGLE ROOF SYSTEM ON /� •Provide the Architect with aregularly updated construction schedule and reasonable notice for _ _ _-_ - _. . __. --- -- SOA ROOFING FELT ON�'D DERIORN ��e' s+� inspections of the following work - GRADE PLYWOOD - 5 E- t • General - __ - - . Y1 r``. Unforeseen conditions. — - — - - _-_ -- - - '� •, • Site Work: Building layout -. WOOD FASCIA Sub-grade utilities and drains. { WOOD FRIEZE . . ‘;'S ci! Concrete: Form work Reinforcing I f -- -- -- - - - - - - p Z-Y Bearing conditions I It 11 -- -- -- _ _E -•1 __ -- __ 1 01- _-- ._:El!! .` " S.:--- Framing: - - 1-4 • - .1d m Anchors and Bearing conditions - - - Field modifications of shop work r w framing prior concealment • , 1%6CORNERBOARD rF'- {_ �• p Complete fire - --- --�-,� -- - -- -- -- --- - -- T- �- - ""'$ W N Thermal and Moisture Protection: � -! III' •�.1 WWaterproofing -. .•.. /�A�37 Dampproofing W ¢¢cFlashing �. _ • METAL SIDING SYSTEM GThermal antl round insulation -Vapor barriers g 'Roofing substrate • •CElectrical.Mechanical,and Plumbing Systems: • Equipment and distribution layoute N T Completed installation prior to concealment1. '1 7 .0 -p Finishes 8 riixtures:Flooring Wall finish , [T_-5t 4--i, '� 1�'A --i (�� 0_ Lz Cain .Millwork .--. ill): -. - L rT^ �_ �R Casewo Mechanical.Plumbing and Electrical fixtures - _•;,..., ...;;,r�`p�C. iiii ��: yN{ n- 1 �'; ka't V� (q p ql�` L 02050-DEMOLITION: 71 rCc-' ,Cr -- _ _ _ __ Ill I N l. -t F ! Y-� {4 E i") U Extent of selective demdl lion work is indicated on drawings and inciudes removal and offsite Il - I l ¢ •Y I 1 - r 0- disposal or me ronow;ne i, a ; f i ��� - II >_ Jt ?'� v Portions of building structure indicated on drawings and as required to accommodate new . 1 11.„I Iv r c '/'IT0Ili::, 't'f .I, 'tom^1 � ;,-.r11 O cp construction. "I JN y7' ,,,, 1:I ,' •_•`✓--___ Fy 0 U) CO Removal of doors and frames indicated"remove". ♦ ( ♦ - Removal and protection of existing utilities. j -, T Remodeling construction work and patching is included within the respective sections of I • tti� specifications.including removal of materials for re-use and incorporated into remodeling or LINE OF FILTER EQUIPMENT INSIDE NEW SHELTER I INSULATED METAL HINGED DOOR new construction.Salvage exterior metal siding and store for reinstallation on right elevation. Relocation of pipes,conduits.ducts,other mechanical and electrical work are specified by respective trades. E-.1 Provide temporary weather protection during interval between demolition and removal of existing O EAST ELEVATION-CALGONCARBON SHELTER O NORTH ELEVATION-CALGONCARBON SHELTER 4 construction on exterior surfaces,and installation of new construction to insure that no vrater Ile=ra a=t o W leakage or damage occurs to structure or interior areas of existing building. Utility Services:Maintain existing utilities indicated to remain,keep in service,and protect against damage during demolition operations. E[� � Locate,identify,stub off and disconnect utility services that are not indicated to remain. W Coordinate with the Hyannis Water Department in coordination with locations of underground utilities. ��� W ` Q Demolition:Perform selective demolition work in a systematic manner. • F-) O RIDGE VENT !�'TWT', Disposal of Demolished Materials:Remove debris,rubbish and other materials resulting from I: demolition operations from building site.Transport and legally dispose of materials off site. Z If hazardous materials are encountered during demolition operations,comply with applicable ASPHALT SHINGLE ROOF SYSTEM ON W Z regulations,laws,and ordinances cenceming removal,handling and protection against exposure or SOP ROOFING FELT ONr EXTERIOR _ tY l(((�, environmental pollution. GRADE PLYWOOD - _ _ - 51— WL Q 02030-Excavating,Filling and Grading - - - -- M Locate all underground utilities and elements prior to excavation work. _— Protection:Protect utilities,pavements.and other facilities in areas of work.Barricade open - - II (n rT~ Q excavation and provide warning lights from dusk to dawn each day. W000 FASCIA ♦ I-f T WOOD FRIEZE • /� Excavation:Remove and dispose of material encountered to obtain required sub-grade elevations. • 4 r'1 CO (/5 Provide bracing and shoring as required in excavations.to maintain sides.Maintain until 11 .7 excavations,are backfilled. 1vryl1I, ,-]_ _...__.-_._.== LI cisi. Ii ' < E-1 od z , Stockpile excavated materials where directed,until required for backfill and fin. I'..1 ^t. i 12:re yy` T 4 >-i N } Excavate for structures to elevation and dimensions shown,extending excavation a sufficient - / '7� Fri CO distance to permit placing and removal of other work and for inspection.Trim bottom to required • vP,: ';N '(l• v r,' -.1♦' line and grades to provide solid base to receive concrete. 1X6 CORNERBQARD \ A; o/ y \. RAINING TIRE --------� --" • • --________-----------.----, i :_::_::__:_:d - -------- MARY DUNN 1 SITE Disposal:Remove and dispose of unacceptable excavated material,trash,and debris from the site .... .- { - CALGONCARBON F- METAL SIDING SYSTEM x t__, SYSTEM SHELTER s___••e B-E:: -+ ELEVATIONS a REVISIONS DATE. COMMENTS, +'R'+ate` ^+i�,' I a -i ... '-' .- 44 G. r�-�• .1 AppWNC NM.,1t ♦a1' , . . O ,„ , { ` -. _'_ en.,r� __- ![yT f • 1 H 1 •' I i if_,,l L: \ k•Ngl�r rI or_ i __ 6 =I . �i - ..� I QQ � __ _ is --1-"" _.. .�i L51r�,1 I wN Br: PROJECT INFO. .,.. I. ~1 i � H1i. / 'e Q'4F: L a 't?',u ' MRM —t_. _T ca i I / , -- ----• .'yi a, ' [.f-- + -•- LPL ♦, N. A9 NOTED waA1B LINE OF FILTER EQUIPMENT INSIDE NEW SHELTER wren No CD P A1 .2 Z O WEST ELEVATION-CALGONCARBON SHELTER - °SOUTH ELEVATION-CALGONCARBON SHELTER I a � I I • : m X ► r I:I • 3 N T4 • X NEW METAL FLOOR SECTION .. �, - �// .. .' _ - -. -. - Gl�a ALTERNATE I' ap x / • I10/7/16 struct.only I (C..76* QA • • �(/� I Vie. . •__ _ _ _ _p 1 .. _ .. • _ • PIN NEW FOUNDATION WALL TO IXISTING. 'I IB•• j 8.�. r� PIN NEW FOUNDATION WALL TO EXISTING _ I 13 . - [] �' ALTERNATE? ' 1 } �i �- ALTERNATE _ , TRUSG DESIGN TO ALLOW FOR SUPPORT - 1 PROVIDE TRUSS BLOCKING PG 24-05 I /' 0-0' 14-04 •b aaa .. • _ _ OF MECHANICAL EQUIPMENT__ :. _ _ I,1 • _ BY THE MANUFACTURERS SHC _ _ __ _ __ .. - _ .,. . �I c� •+ - - NEW ELECT:SUB-0ANEL LOCATION I �1�1®I.I.I■I.i� l�I®IC�'ll , , I I�I■I - J • .. _ huuuiuuu, . 43�-0. 3d 0• • • • " WROOFUSS OC. . _ _ _ • ,e .. _ - . .. _ _ _ _ _ _ cQ PC1 G Y • • LOOFLOA:fODC. - -NEW S'REINFORCED CONCRETE SLAB ON "' "' D_ -" 10 MIL VAPOR BARRIER ON 6'S5%COMPACTED `� STONE O V O C _ . I I I I mom' I I III I_I�I' m�; I_ �, I U 1:1-I .I:. •I •I I. • I I. . .I I BEAMI1=(3)I-314 X 1-114 L L- I I I I i. '=li ° I I .. I :-_ ifi r ® ® • 1r. • .. .. .: O Q i O ._ 10' ' T O 3 10 5 I S KING STUDS IJA CK SUM 2 KING STUDS I JACK STUD. ® ® O.H.DOOR M.O. HI 0 CO nc-0 . . . .. .. . . .. . . . .. .. .. . - - - 8"REINFORCED CONCRETE FOUNDATION WALL - - - - - 12'X 20.CONCRETE FORTING - - • O ROOF FRAMING PLAN-TIGG SYSTEM SHELTER : • - - • - - OFOUNDATION PLAN-TIGG SYSTEM SHELTER • - - W - . - • _ _ a 1 rc ILCI C . _ _ _ •• _ _ _ _ EXISTING UTILITY AREA ii aF . OPEN TO - �i . .. .- . .. - - .. . .. EXISTING UTILITY ' '* ^ Q . RIDGE VENT _ -. .. LADDER ACCESS BELOW _ _ /'� W O . . .wood TRUSS ROOF SYSTEM- .: EXISTINGOPENITO LITY AREA ow - `- ,..I TO BEL - 3'-0" �Lj . ' ' - ASPHALT SHINGLE ROOF SYSTEM ON ' " - - - • .BELOW • - NEW §. .� .. .. .. - -� Z .. . / .-306 ROOFING FELTON�'EXTERIOR - - _ - LINE OF EXISTING BRIDGE= y . _ _ - W.�J /• GRADE PLYWOOD rI '..DOOR ►� Q illSIMPSONN25A HURRICANE CLIPS - -: - - - ♦••♦,` ♦Oa - -- - • - AT EACH WALLTO TRUSS CONNECTION .. .. .. -. • �qqr.......asst. ) /IV 1Mlt • `♦ ALUM.GUTTER SYSTEM - _ - 3 i 1 - - LL .. .. - .. •.. I I .. .. - - .. . I -UY- • l �.ALTERFATE7 - 1...0.0 .. G G . . ..• - .._ - . . . .. .. : 1tio1 ! I NEW ELECT.SUB-PANEL LOCATION.' ^ [..) c..Z VENTED SOFFIT .. \ .. .. .. I I. - { .. ..� CAI �S ` • -_- - BLOCKED OUT FRIEZE BOARD , - - ` _ F� I (V r _ - � • ' ��`� - - - K -- EXISTING TIGG CARBON FILTER ON •• 7 . �p = v " EXISTING CONCRETE PAD APPROX LOCATION OF NEW PROPANE -- 2 F4- -- - /! a .. HEATING UNIT MOUNTED TO CEILING NEW SYSTEM DRAIN PIPE AND PIPE SUPPORT -1 - "' TOTAL BUILDING AREA=BBO SF - BA OTHERS IRS CONTRACTOR TO INSTALL DRAWING TIRE METAL SIDING ON DRAWABLE Q. B MOUSEWRAP ON I^EXTERIOR l - EXISTING SLAB EL=48.28 \ PIPE SUPPORT BY OWNER MARY DUNN 2 SITE • - : ....: - GRADE PLYWOOD .. .. .- .. L`J '� I / !I .. . : . • .TIGG SYSTEM . a • ; �rit' • INTERIOR FINISH AS - E. .. - ®. - SHELTER ll 'S SCHEDULED .. a 3 . . . . _ .. .. . .. - "o on1E COMMENTS, '�° u' 9 I ti _ _ Y' HORIZONTAL BLOCKING- 4 � > • . : AT 8'-0'MPX APART . - _ i .5 r c1.. I �_ _ z I���I II �III� till )� a ExlsnNc:FILTER EQUIPMENT - MARY DUNN 2 FILTER SHEET �� . gRAPINI,NOIty • . . . . }. ., .L1SL4"XT-UD'I.SSEALI@I20.C. .. - • . • LSLAOSTUD(TYPICAL)@ 72'O.C. • • • • • • • 5 f'DIA ANCHOR BOLTS@2',0'O.C. 'Op 38'-0" • �' ' - WI 3X3X114 PLATE WASHER .. v © .. ( c „W .. 1 1�6� _ _ ♦ 121#S TOP HORIZ.BARS.YCLEAR .. \/ _J - • `i 1 TRUSS JOIST STRANOGUARD I-3l4'%7-114' - M1 L—� T,O. , o PROJECT Ixro.1 ZINC BORATE TREATED SILL M .. pi \ .. GRADE .. .. - - .45 .. • - AS NOTED oo-zazoie \ EXISTING 24.THICK CONCRETE • 8'REINFORCED CONCRETE FOUNDATION' SLAB FILTER SUPPORT BASE. 1 WI AS BARS 16'O.C.EA WAY NEW SYSTEM GRAIN PIPE.SEE PLUMBING 1 PLANS .� • • 1 'I NEW 5"REINFORCED CONC.SLAB 12'X 20'DONCRETE FOOTING MIN �' • ON IS MIL VAPOR BARRIER ON ��■ Q : .4,0,BELOW GRADE - .. • • .. : .. s"[Er fi COMPAC7E0 STONE NEW WATER IN LOCATION.SEE .. .. , ,� Z • OTYPICAL SECTION B-TIGG SYSTEM SHELTER • • _ PLANS O FIRST FLOOR PLAN-TIGG SYSTEM SHELTER - '. - PLUMBING• . • • • B .. va_1p • z6 I I RIDGE VENT • • I I • I. ' I ASPHALT SHINGLE ROOF SYSTEM ON - --- -- - - 306 ROOFING FELT ON`L'EXTERIOR _ -.-_-.-_ ---- _ L,.- -_.. ___ �I GRADE PLYWOOD - 12 — _w _ 6— 1 eggs . f• i W000FRIEZE ,O ♦ FlQQ L-1.__ 1-___1_ : _ - -_ -, 4. Y_ "'I _ _ 1%6 COftNERBOPRD - -'-_ - - _ may"- - r ✓F, -ice METAL SIDING SYSTEM = O E rW-� o : Y cg E v,1 o : • oci;,� :: z .1 E .la ,,,I u < -9 S T I '01 .. - .-.._..�:�.^..._. _ ... /� _.. .k IIil111111I1 1 EC U CI- • O a `- o LINE OF FILTER EQUIPMENT INSIDE NEW SHELTER INSULATED METAL HINGED DOOR a .65 co OWEST ELEVATION-TIGG SYSTEM SHELTER °SOUTH ELEVATION-TIGG SYSTEM SHELTER a i m Z h VENTa, Ho 0 RIDGE VENT g 0 I--1 ASPHALT SHINGLE ROOF SYSTEM ON I I w i z 306 ROOFING FELT ONE EXTERIOR \` - - - _ w �/ Z GR40E PLYWOOD _. _ _ W D a WOOD FASCIA ♦ cn ~ c< c< WOOD FRIEZE I - - II G G I I • ZiQr' CD ( 1X6 CORNERBOARO . _� "1 i,-' pr-.� ai, •� N ,ri : CO i CRANING TITLE ,.E_ 1 MARY DUNN 2 SITE I- METAL SIDING SYSTEM \ i-tr• \ ,- ; TIGG SYSTEM r_. _ Q _ ., I SHELTER I �y g ;- I .:: :----_. I L--r -'4 •• ::119- _-_ -- t.-- .... . 6� RI :_�I—- .-,-4_':4 Y y ~ _��I.�Ift =.I P,....f1 ti"V '+- _.ww+f'�V'✓", '-. 4 sum "'"'"'h _ ._ -t- --�__= ram.,- :- --'---._.rhs,.........._....._....te:""'"' o PROJECT INFO. p - -- P P ♦ i. ♦ N Br: . ♦ DRAWN MRM AS NOTED 09.25-3010 SPEET NOT cn I I " I Q a ♦ H Z O EAST ELEVATION-TIGG SYSTEM SHELTER O NORTH ELEVATION-TIGG SYSTEM SHELTER A2■ -0MCAra 1 L- • 'eo.N N.34774 I GENERAL NOTES AND MATERIAL SPECIFICATIONS:.(Commercial IBC Construction)SK-1 -. • _• _. .• LT B STRD U A • ' FOUNDATIONS .. .. .. .. .. 1.All workmanship to conform to the requirements of the Massachusetts State/Building Code,latest edition. _ TRUSS DESIGN TO ALLOW FOR SUPPORT : . PROVIDE TRUSS BLOCKING AS REQUIRED • _ _ • 2.For site location and grading information,see Site Plan,by others OF MECHANICAL EQUIPMENT__ BY THE MANUFACTURERS SHOP DRAWINGS - • 35'-0' �• / /. OS 3.Assumed net allowable soilbearing capaaty.q-3000 psf,for a medium sand/gravel composition.Other _ .. .. ..• / .. - .. } M /Ufu 0 soils encountered,contact the Engineer of Record / 8'REINFORCED CONCRETE FOUNDATION WALL , 111/// , 17 X 20'CONCRETE FOOTING { I1 D/7/1 C)51fUCt.Or71Y 4.Concrete M nimum 28 day strength Pc 3500 psi,3/4"aggregate,tlasignatl per Amerlwn Concrete .- - ���i•• nstitute Code,latest issue,maximum slump=4°. - -- : y" a.)Anchor bolts ASTM A307 galvanized.min 5/8'diameter.12"long,w/2-1/2"hook spaced per Code '+ " - -• • '- I o c a u Checklist,or in concrete pie w/Simpson ABU-series base,SPACED 2'do for slab-on-grade construction- •- —.� I •'' y - z a e (i.e Garage.Basement.etc.). < d�' b.)All walls to have min 21J4 top horizontal,2'clear,to prevent shrinkage - , b°:' I h c.)All walls longer than 25'shall have ver8cal control joint with walersroPPing between wall Joint. _ {• Q 4�•' » F NG • 1.Al wlorkmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. - 6 6 • : - 1 S KING SNDS 8: / . 37� Bn-r— E.Structural Design Loads' . .. 1 JACK STUD APPROX LINE OF EXISTING CONCRETE SLAB • Dead Loads/Actual Weight of Building Components . Live Loads:Snow Load=35 psf(plus drift)with applicable reduction - • : - : • • 6• - a r 105Storage=20 psf - _ • - • NEW ROOF TaUSS®7-0'O.C. • - NEW SREINFORCED CONCRETE STAB ON ®� Assembly Floor=100 psf .. .. : 70 AlILVAPoRfl4RR1ER ON e'COMPACTED ' Decks and Balconies=(same as room live load) • - - - STONE • • Wind Load.Criteria used for 115 MPH Exposure B as noted per plans - 3 Stnictural Steep(as required). • X • • a.ASTM A572 Grade 50;shop paint with rust Inhibitive paint.Th Bolts:ASTM A307 1/2'diameter; q Punched holes'sns'aameter .. .. .. RIDGE: . .. . .. § . § b.Welds'Shop weld cap and base plates to columns,shop weld bearing plates to beams;use E70xx .. -- a _ Sit§ I electrodes Alternatively field weld by certified welders - - _ - c.Deflection Criteria:L/360 total load deflection. - • � -• • o - r. - O 4.Timber Framing: . .. .. .. - .. N a.All new timber framing'Spruce-Pine-fir No 2 with Fb=1000psi E 300,000 psi,or better. -- • I .. 0 b. • Pressure treated timber(P T)Southern Pine with Fb 1300 psi,'E-I 600 000 psi,-or better. - - P�a� c.Laminated Veneer Lumbar All L.V.L.shall be 1 9E L.V.L.with Fb 2925 psi,E=1 900 ksi,Fv 285 psi, _ APPROX.LINE OF EXISTING CONCRETE STAB • F+{ QQ Fcy 750 psi,Fc_par 3035 psi.Parallam(PSL):All PSL shall be min.1 9E ES with Fb-2900 psi. • NE'I ROOF PUBS®2- O.C. - - - - W C E=1 900 ksi.Fv=285 psi.Fc_pem750 psi,Fcyar2900 psi.Note that Microllam and Parellam'may:be . . . _ . . _ - - 4 - - • ,//11 _ used hlerohangeaoly. _ _ _ r � . - /�10ML REINFORCED CONCRETEN 8•COMPAC E VI (R 1.Dof0000n Criteria:11480 Live Load./360 Total Load - w 5 KING STUD58 - STONE. COMPACTED STONE D rC--', 2.Optional.Provide shop drawing submittal of engineered lumber systems for approval prior to - - 1 JACK STUD •- < - ' / NON RBARRIER ONE'STONACTE ,_ /r/ ON 95% E C materials purchasing _ . . NEW ELECT SUB-PPANE-LOCATION -• _ _ Z 0 C . • NEW ELECT.SUBFANEL LOCATION t` �/ (s 5.Metal Connectors - -- - _ Ar _ --- - f- Z As manufactured by Simpson Strong Tie Co shall De handled and installed per manufacturer - B 3 2X7 e _� - - - r- —- Q� e m • �--J .C.-.2 C • requ rements with all nail holes Tiletl with the side I specified by mfgr or herein. - yyy ) - • - < ' I I .� a.Rafter to Ridge Boom:Simpson LSSU set es,or Simpson Straps over top of plywood,spaced IN'dc; ( �_ -1 ' `' - I a • _ r —ii_ _ - T Rafter to Ridge Plate:Collar ties win.lx6Q TN'dc at top orSrepson Straps over top of plywood J •I �� I�� III. • . 37X1D . - .. _- j I Ii .. - ('� c spaced Rather ends t lop plate Simpson H2 SA - Si• - - 6'` 5'-0' i `'' 18'71�' > • c Band Joist:Simpson straps at 4'o/c CS 14R-08"centered t band joist • s 1 -'I - _ / , TT� 3 KING STU058 II 'I 35'-0' - DOOR M.O.M,O. W 0 6.Bolts 1.1�® • i / • Bolts in wood kerning shall be standard machine bolts unless noted th ny se.B It holes In wood shall be 1 JACK STUD 2 KING STUDS 8 I I O C • 1/32 larger than bolt d omelet Bolt"heads and ! shall bear onstandard malleable Iron washers,or 7 JACK STUD I I II' 5'-0' ' I i a) d • • L square plate washers All nuts shall be ref ghtened t completion of job. '•- - III Z. - A A y a. • Blocking shall be solid blocking,2x minimum.and full depth of member. • ■.L; - 1f I i 11' o:F- V D Stud Walls provide blocking at 8-0'o/c,maximum height.Comers b be blocked at 48'do with - co - .. - .. . .. . ._ .. •- I I " - . '' - • ' -- ✓ 'Q i -plywood edge nailing to this blocking for the first 48'of these budding corners. 111 Y q a'II .. _ _ it , <I'1 c. 0 c.Nailing Schedule' - 00 ' I UU ALTERNATE •I I95%COMPACTION REOD. ' a U) co Solid Blocking to Bearing 2-8d toenails ea side :�.4' '�1 ALTERNATE 1 . ill I I j - Blocking Between Studs 2 IOtl toenails ea.end,or 2 16d and-nails ea.End • • •�11 0 I l 'i' PI NEW FOUNDATION WALL TO EASING d.New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48'ofc in joist and rafter plane at • -' ' ' - ,I■i' '1I • . _ I I I II'i • all Schedule:attach Plywood edges to this blOUcing Wt'�■ _ - I I �' I I1 - - - - 8 Nailing ling sh - 1111111111.111 1 I I All netting shall be In accordance with Appendix 120.0.unless noted herein specifically. - - _'�I , Multiple Studs i6dQ12"staggered . :��� _ : . _- . •.. .. . .. �- a All nails shall be common a nails. • -� I--, b Sub-bore where halls tend tosplit wood - - • _ • - 9 Headers less than 4 0"use 2 2 6 all others per MA State Building Code Tables. . • •• W - • . .. - .. PR OFFRAMINGPLAN-CALGONCARB NSHEER • . • 1/4 ,a 1 - • OFOUNDATION PLAN-CALG • ONCARBON SHE TER - I a , .. .' . RIDGEVENT .• ' . .. - - ./ : 35-0' / . • WOOD TRUSS ROOF SYSTEM .• _ .. _ .. ASPHALT SHINGLE ROOF SYSTEM ON .- - 1��1 bioW 0 12 ^ 30#ROOFING FELT ON i`EXTERIOR - - - • 5� / GRADE PLYWOOD - ct . /•�j' . ._ - _ NEW SYSTEM GRAIN PIPE.SEE PLUMBING.. _ aj Z . `' I ��� AT EACH WALL HURRICANE CLIPS ; PLANS .. fill . ` •`�, AT EACH WALL TO TRUSS CONNECTION W �y Z / ALUM.GUI-fER SYBTEM -1 ,�PI W Q � • APPRO%LOCATION OF NEW PROPANE 2 O �LI .. : �-Q SX �(:(' YX YF 7" ' X 'Y'X .niiF _ - ?. HEATING UNRMOUNTED TO CENNG�� - S gi - � •- ♦ b ""'AT vv . . 2 'VENTED SOFFR ' EXISTING PRO,, ISTING EPA5 .. BLoCKED OUTFRIEZE BOARD . .. •: . . O , p-. 11w . �I�(_ I t* _ A G _ _ 4-! _ o FLOOR EL-38.11' �� _ n • • g ; - it - ""VJ�\ `_1 Zr__` '1 i DRAWING TITLE 4 ei METAL SIDING ONORAINABLE I 3 _ �r -• _ MARY DUNN 2 SITE HOUSE WRAP ON I'EXTERIOR - \\) / i y , i' • r .. • CALGONCARBON r A • GRADE PLYWOOD - - - / I \\' �j-. � ( i �� : `J • SYSTEM SHELTER I=- - c ( E - - • - .• - MARY DUNN 2 CALGON SHELTER _ --- L.' FLOOR PLAN I Z 1oa 33 • d r 1 y HORIZONTAL BLOCKING - I• �s- ATB'INTERVALS - - - '2E-0' - - - - I'6•. .. .. } I l S .. .. • r o.. oxTe. COMMENTS: 6 I I I { S' a NEW ELECT.SUB-PANEL LOCATION r ,ti �j © s ` '_ �z' S 0 NEW WATER IN LOCATION S .. , .. .EXISTING FILTER EQUIPMENT _ ` ..- ' • ..! . i _—_ -- _" .— e 1'-=`—d a ilfilk. • ® psfw0 no7rs • '' . • BE 1 i IIIVT:1.11.. ° . • —j 1-3/4"X7-114'155E •TIMBERSTRAND 65)' g.p 185I' / I 5-0• ' •- - 2 , _.���I � , LSL-0OSTUD(ttPIDAL)®24'O.C. .. - I § • ,LI I1-11 ':, p�DIAANCHOR BOLT5�7-0'O.C. - I ® I TRUSS JOIST STRANOGUAR01-12'X 7-114' H _r _ I ZINC BORATE TREATED SILL ' _ I I -Ila . a • a DRAWN • PROJECT C .. \ _.� GRADE .: .. : .. I I_- ,I ALT RW1TE1 ,•' wMRM INFO: \\ 1 _ B'REINFORCED CONCRETE FOUNDATION . § \ EXISTING 24 THICK CONCRETE { 1 • .� As saarmin ' • SLAB FILTER SUPPORT BASE 95 BAR516'O.C.EA WAY .. - I_ I io. . SHEET NO.: NEW 5'REINFORCED CONC,SLAB I ,` I ON IS MIL VAPOR BARRIER ON - i 12"X 27 CONCRETE FOOTING MIN ■ _ �1I co • - • - 6'COMPACTED STONE 4'-0'BELOW GRADE �,I� IK5iW Ir4)14JJJ•,�,.A..J���DO�e�JJ��'. , .. . ..• 3' o A3. 1 cc• • Z •TYPICAL SECTION C.-CALGONCARBON SHELTER �' III O,/a..,.p - _ °FIRST FLOOR PLAN-CALGONCARBON L"R _ z 4' - • e RIDGE VENT ( ' '^ ASPHALT SHINGLE ROOF SYSTEM ON - - .. __ .--_ _. �/ EXTERIOR _-_- __ 3ok ROOFING FELT ON Y and -— GRADE PLYWOOD 5 «y'�P,r WOOD FASCIA A Ui .: 1 a WOOD FRIEZE -- - --�- ---- 1 , • q " - -- - p y--------- -_ l .:_:-4 - I -- .. r • • .` r .____,_' ____ _ __ ---_ .. '�:3•C 3• _; '� METAL SIDING SYSTEM Q e Pe? fn Y .. I111 ' I yy`i 7� C as :E( i _ I I I I I I I I I IN f I .�.•• . > >, �, ;' iEE �i ! 0 E, � • Fod co r F ,'-.y � I 1 1 f4. t ik E , 1 r f „lilt? _ y �I i ir0 z E r_ 1 ii 1y 333��M++ 7, E:'F III -4,T-- 'E _ iii; • , \` -f3 •�, '� �� �'' ' it �`-.� F 77 � '� � V - EL -'-f- _... _:.i._I n,_ I I Fa,Li; ... O !— i O CD U) W \ INSULATED METAL HINGED DOOR \ LINE OF FILTER EQUIPMENT INSIDE NEW SHELTER H ONORTH ELEVATION-CALGONCARBON SHELTER O WEST ELEVATION-CALGONCARBON SHELTER W a H . a, WQ QwF�I O RIDGE VENT C {wy' Z W ASPHALT SHINGLE ROOF SYSTEM ON iiT1IIT\\y W r�, Z Di ROOFING FELT ON}EXTERIOR 12 W o GRADE PLYWOOD — _ - _ ffi 51— WOOD FASCIA - Frr�r��j-i--1111 �Ww/ G C WOOD FRIEZE Co- H-j no Lo WL Z H rn < x � co = DRAWING TITLE 1X6CORNERBOARD • MARY DUNN 2 SITE CALGONCARBON 2 SYSTEM SHELTER Q ELEVATIONS 0_ METAL SIDING SYSTEM--- --.- REVISIONS NO' Dore, connEwrs. • -- - ,UAWING NGTP,a. W I- QDRAWN BY. PROJECT INFO. I I AO NOTED .26.18 I -- N- - EET NC, J I_ • O SOUTH ELEVATION-CALGONCARBON SHELTER EAST ELEVATION-CALGONCARBON SHELTER A 3.2 I I I E SC N • . . WA LFRAME SCHEDULE LLTYPE HEDU E .: D DOOR-AND D 08110-STEEL DOORS AND FRAMES TYPE -- STYLE - " REMARKS- E' HARDWARE . OOR FRAM DWA SIZE DETAIL -FIRE -• SUBMITTALS • • • LOUVER • Product Data Submit manufacturers Printed product Information indicating compliance with 1 Stud-715 rim Stud -7 Bmbetaee OS Sheathing Metal Sidry 15 Redd 05-FRP Petrol 1 Hr Fire Rated - - Specfied requirements. p 2 •S4M-7.25 Timberntrmd 0.5 SheaWng Metal Sider 1.5 Raid-OS EPP Panel- "' •- ' .- MARK: .MATE GLAZING MATE EL • . Type RATING NOTES • l • - •' • " "- • • -3 - Stud-5.5 Sheathing Metal SWIM 1.5 Rigid 0.5 FRP Petrel - ALTERNATEIWORK WD HGT THK WD HGT HEAD JAMB SILL .. - LABEL SET KEYSIDE - - Shop Drawings:Subm t draw ngs for fabrication and Installation of steel doors and frames, e�� • • R N • includ •rig the follow rig nformat on • • 101 3'-0`-7'-0� :3 4 OSMATED METAL • NONE 0 1E'PL -- - - 2 1 HR I' EXTERIOR Insulated metal exterior door ' 101:- �l. Deta Is of construction joints,hardware reinforcement and connections. _• 102 12=0a 10'-0" 3J4•INSULATED METAL NONE • 0 I�SL- -- -- -- -- 1 0 2 EXTERIOR ' Overhead door ' • - Detals•of each frame type ndudng•anchorege, . .. . ,. - -• • ' .. ' " '" ' "' . . 103 3.-0' Y-0- 34 INSULATED METAL NONE 0• METAL -- -- - -- 2 0 1 EXTERIOR Insulated metal exterior door ElevaLocation ineach opening type. .104 1Y-0' 10I-0` 3 4 INSUUTED METAL NONE • 0• METAL- -- . - - -- I . 0 2 EXTERIOR Overhead door tl00A Lotailon and installation requ rements of door hardware and reinforcements 3-O 4 D• _ 0 1 EXTERIOR Insulated metal extend oar "11 �Schedule of p n gs coord nated with numbering used m contract documents. 1ON T-0 _ 3A`QSIIIATED 1QTAL NONE _ I�TAL -- - - -- 2ulal rd - • system1oE 12'-0' 1tl-0• 3S4•ILO METAL NONE 0" ML7AL -- - - -- 1 0 2 EXTERIOR Overhead door • . . . •.. ..• . .. . . . ,•- .. . .. 107- 3'-0" T-0' 3 4'•INSULATED METAL NONE- 0' - METAL -- - - --- 2 2 HR - 3 EXISTING BLDG Mende 1 -- QUALITYASSURANCE • 100 3'-0' 7'-0' 3J4.RSUTAIED METAL NONE • 0• IFEAL -- - - -- 2 2HR 3 EXISTING BLDG Alternater ee* Duality Standard:Comply with SDI t00. - •'" '. - - 109' 3'-0' 7=0' 3 4'INSULATED METAL 'NONE• 0' IO:TAL -- -- -- -- 2 0 '1 EXTERIOR Pltemale 1 • • DELIVERY,STORAGE,AND HANDLING • — . Deliver products In crates or Cartons suitable for storage at the site. . . . . . .. . .. . .. .• ..• . .. . .. . .. . . .. .• .. . ..• . . • Store products under cover,raised above ground level,and stacked to prevent warping and to - • promote air circulation. - - - - • - .. Prevent moisture from accumulating and remove saturated packaging before products can be . • damaged • ROOM FINISH SCHEDULE Pant: .. WALLSCEILING Primer ManufactDrera standard rust-inhibitive orating,suitable to'receive finish sn coatings sf;acieetl. ROOM NAME • Number •• FLOOR N :5. E W MALL . •• NOTES N FABRICATION - ..RAW.DUNN 1 GLEN.FUER SHELTER 101 CONCRETE SLAB NO FINISH FRE CODE SHEET ROCK UNDER FRP CLAD PLYWOOD PANELS FRP MUD.PLYWOOD PANELS FIRE CODE SHEET ROCK UNDER FRP PAD PLYWOOD PANELS FRP PAD PLYWOOD PANELS FRP CLAD PLYWOOD.PANELS North and east walls 1 hour fire rated 4 General•rp,twist,bo,assembles to greatest extent pass tile,assuring that installed units will be WOO DUN N 2 ROG FILTER SHELTER 102 CONCRETE SOB NO FIRM FIE'CLAD PLYWOOD PANELS - FRP PAD PLYWOOD PANELS ' ERP PAD PLYWOOD PANELS • FRP CLAD PLYWOOD PANELS FRP PAD PLYWOOD PANELS - • w thou)warp twist bow,or other dafecl'n appearance or fund on M4Rfi DUNK 2 fALCON SXEL7FR 103 - CONR7EIE SIPe NO FONdH .FRP PAD PLYWOOD PNE1S - FIE'PAD PLYWOOD PINE15 FRP PAD PLYWOOD BONE35 -FIiP CLAD PLTWOOD'PANE15 FAP pPD PLYWOOD PANF15 - c Hardware Preparation Comply with DHI A116 series specifications for door and frame preparation,• ' .' - . - - - '' . . .. ' .. - -- • ' .. -' . .' . .. ' • using final hardware schedule and templates from hardware supplier.-- - ••• .•• .. ••• ••• - •'•' - -•• FkP CLAD PLYWOOD PANELS. - -. - E.I , Reinforcement Ry withe doors and frames for field-installed exposed hardware items. - . . - • INTERIOR WALLS AND CEILINGS SHALL BE SHEATHED WITH FRP CLAD(FIBERGLASS • C Locations'Comply with final shop drawings ' - CEILING FINISH AS SCHEDULED - REINFORCED PANEL)PLYWOOD PANEL AND RIGID INSULARON,FRP SHALL SE 0.09 INCH 1��J- j Coordinate with Structures and Grounds regarding requ red hardware and keying requ rements, - - .•.' • RIDGE VENT: -- . -- - - ON 1AS STRAPPING - •- -- } 'F� _ • •• • .:CIABBA FIRE-PLATED OVERLAY ON EXTERIOR GPADE'INCH EXTERIOR FRP PLYWOOD.: N T _ INSTALLATION SHALL BE 1.11]dNCH MINIMUM THICKNESS EXTRUDED POLYSTYRENE BASH •y _ TRUSS CLIP AS REQUIRED BY TRUSS REFLECTIVE FOIL FACES AND H4VEASVEAR RVALUE OF 6.O PER INCH AT 750EGREESF •• .i�I -U -_ g pare thoroughly beginning ng pain g operations, ARCHITECTURAL ASPHALT SHINGLE MANUFACTURER SHOP DRAWINGS ShopC- Painting:Preparation:Clean surfaces Norou hl before be In :\ -WHEN TESTED IN ACCORDANCE WITH ASTM C5IB.FRP CLAD PLYWOOD PANELS SHALL BE redwing rust scale,_ grease.and other contaminants. - SYSTEM ON ROOFING FELT ON - • *ro\ - - Prmer' to achieve full lesion ofall exposed -- -:GRADEPTER SHIELD ON it - .. ASPHALT SHINGLE ROOF SYSTEM ON - AS A7ANUFACNRED BY NUDEPRODUCTS,SPRINGFILED,ILLORAPPROVEC EOWL. 7 17 Apply primer evenly propose XTERIOR GRADE . �,,, . . . .. GRADE PLYWOOD STEEL DOORS -� -. .. \ DON DSYSTEM .. - General:Fabricate steel doors in accordance with requirements Of 5E1100. I STYROFOAM BAFFLE _ _ - _ '` .,, 30A ROOFING FELT ON ICEBWATER rr''� ``f�� ` �\• '� ' PLYWOOD WOOD ha"1 V SIMPSON H25A HURRICANE CLIPS ALUMINUM DRIP EDGE _ _ C cri"� - -- Exterior.Doors:Grade III-Extra Heavy-Duty• ,Insulated-Full Flush(GALVANIZED): AT EACH WALL TO TRUSS CONNECTION - - - - - - - - •• /,/ ��, ALUM.GUTTER SYSTEM,PIPE DOWN All II EXTEND TOP CHORD OF TRUSS .HJ C3 • • STEEL FRAMES •- Ix - SPOUTS TO FRENCH DRAIN Yet j—_ III 1 : TOP OF PLATE 4 _ • _ FF--11 "� D:•._ • General.Fabricate t frames for scheduled openings,in styles end profiles'Cs shown,using • • _ - P • -► II - U . .. concealed fast - - - .. - - AIM BODYGUARD WOOD FASCA - - �` 1 1x10 FASCIA . .. - .. .. Minimum thickness:14 gage • Iate �� DOUBLE TOP PLATE - - - - 4 - - O 0 i Construction:Welded mitered comers. • - - - BODYGUARD • SCREENED SOFFIT 'I �I� . 3 jOvi • S KEENED SOFFIT • • E-I CI� Door S lancers.D II stops t.receive silencers,except on frames scheduled for weatherstripping. BLOCKED OUT FRIEZE BOARD • ' - - - .. - Provide 3 silencers on strike Iambs of single-swing frames.- - - -•_ - ♦ - ,r - -. EZE BLOCKED OUT) - _ • .. - _ INSTALLATION - - - •• -• METAL SIDING ON ORAINPBLE HOUSE - - � METAL SIDING ON General.'Install steel doors frames,and acts res:to comply with manufacturer's ;► - WRAP ON}'EXTERIOR PLYWOOD - L - ORAINABLE HOUSE WRAP ON recommendations.Complywith detailed installation requirements of foal shopdrawings. r♦• - - Y"EXTERIOR GRADE PLYWOOD rvsuwre0m u0veaeewo DOOR INSULATED HINGED DOOR - -- .. • - - - . .. [�.. _ taco qu remen _ 2 7Afi STUD WALL - T it - - -ISEE WALL TYPES FOR FIRE RATED C� FrameInstallat -•• . - - ftil - _ASSEMBLIES AT VARIOUS LOCATIONS) - G • eneral'Adhere[ provisions ot SDI 105'. : : R-21 INSULATION : . I : : INTERIOR WALL FINISH AS - - • • • • - - Anchors'Prov Ee 3 wall anchors per jamb at hinge and strike levels and minimum't8 gage base I .. ':I • SCHEDULED. hors L1. INTERIOR FINISH AS SCHEDULED . .. ..� d.� . .. . .. - . .. . .. - - W IIN• OVERHEAD DOOR TRACK MANUFACTURER D 1 t Ilati • • ► • • • - •O EAVE DETAIL FIELD MEASUREMENTS SHOP DRAWINGS BASED ON - O ELEVATIONS General:'Comply with requirements and clearances in SOb too -� 7 DOOR E N$ H Fire-rated doors:-Comply with NFPA 80 requirements and clearances. - •- .. .. _ _ _ .. - - .. .. 083fi0-SECTIONAL OVERHEAD DOORS. - - - - •IMERIOR WALL FINISH AS SCHEDULED - INTERIOR FINISH AS SCHEDULED • - - • • Design Requirements,Sectional overhead doors standard;Comply with NAGDM 102. _ VERTICAL METAL SIDING ON' - - - - ' • '� TRUSS JOIST STRANDGUARD I-314"El-11P' (}� DRAWABLE HOUSE WRAP ON ,f 6MIL POLY VAPOR BARRIER rT, 1 �:. SUBMITTALS .: . .. . .. :j - -. _• I?� .J . .. . .. �I . . .. - INTERIOR FINISH AS SCHEDULED•• - .. IT-1 F-I - -' ZINC BORATE TREATED 3X3 WALLHEB PLATES TE fa.EXTERIOR GRADE PLYWOOD }'TYPE X GYPSUM BOARD FINISH r7� Product Data:Manufacturer's technical infortnation and installation direct ons demonstrate that .. ANCHOR BOLTSWI3%3 WASHER PLATES - -•,� _ - 11111 - _ 6 MIL'POLY VAPOR BARRIER - Q ICI 0 •• • SEE FIRE RATED LOCATIONSA DETAILS •products comply with conked documents. - - •'� @?-0'OC. - `. FIBERGLASS INSULATION CC I: - FOR VARIOUS - J t - FIBERGLASS INSULATION Shop Drawings Fully dimensioned and detailed drawings showing complete installation with. .. \ SILL SEAL C• .. \II II• L3'4'%7-114'1.55 ETIAIBERSTRAND Z ' components,materials and finishes,and accessories indicated. ' '' - - - _ - - ,I -STRUCTURAL WOOD HEADER SEE EL IHOURFRE ' III LSL405TUO(ttPICAL)@tYO.C.. .. _ .. rrl Z FRAMING PLAN) - RATEDASSEMBLY 1-314'X 7-114.155 E TIMBERSTRAND W �/ • Manufacturer's d recilons:Submit directions for installation and operation of door units. OR64B �i l DENSGLASS FIREGUARD SHEATHING ISL-00 STUD(TYPICAL)@ 12'O.C. Iy• • W : F REINFORCE CONCRETE SLAB ON I5 _'; LM5 OR APPROVED OTHER. _ _ I T RIOR GRACE PLYWOOD SHEATHING 0 MIL VAPOR BARRIER ON 9'COMPACTED - DOOR R.O. - }.E%E ' Qualifications:Installer typesations Installer have l0 previous completed of . .. . .. WASHED STONE _ IRTEmORAND _ }'EXTERIOR GRADE FIRE RETARDANT: [� overhead doors similar to required for this project 1"- _ _ _ IMERIOR GYPSUM 1 TREATED PLYWOOD SHEATHING DRAWABLE HOUSE WRAP 8'REINFORCE CONCRETE FOUNDATION . SHEATHING TO BE II - METAL •SIDING C .} • - • INSTALIEDINS1RICi DRAWABLE HOUSE WRAP r' • SEQUENCING AND SCHEDULING : WALL Wig BARS@18'O.C.EA WAY .: : _ I _ W Q OVERHEAD ODOR TRACK MANUFACTURER ACCORDANCE writ BIETAL SIDING g`DWPNCHOR BEET@2'-0'O:C. Q • . Schedule installation M concrete anchors for support of overhead sectional doors with concrete. - - .. - .. .. - I! - CC CC - • work - - - - - ' '- - 12'X 2P CONCRETE FOOTING MIN - . .. - . .TO PROVIDE SHOP DRAWINGS BASED ON - - USED'- - e DIAANCHOR BOLT@Y-0"OC. -' ' ,. I1 G G . 4'-0'BELOW GRADE . - ► - - FIELD MEASUREMENTS FORAPPROVAL ~f-• TRUSS JOIST STRANDGUARO 7-84'%7-114' Z Tracks Manu(aoor size, sstandard galvanized steel tracks andad(a or es designed - TRUSS JOIST TRSTRATED BILOi-112'%7-114" 'ZINC BORATE TREATED SILL r1 gagne .- ZINC BORATE TREATED SILL Lo accommodate door s ze• ,weight and clearances indicated from adjacent construction. - _ 2#5 TOP ONLY;:1#5 @ • - - IIII _ - + CO.Z • 16"E.W:TYP.' .. .. . . • _• c- METAL FLASHING .- . METAL FLASHING .. Accessories:.Provide bracketsandreinforcingt rigid when of roller glide f d type and • •• • CONCRETE FOUNDATION WALL REINF.CONCRETE FOUNDATION WALL Z .Till tracks fromvertical to achieve closure at jambs when sectional door s closed Weld or - - - - - - - QD Q bolt • to track supports. - - .: -- LV . x3 (0 = . .•.: Track Support Support tracks with manutedtMer'estandard anchors and brackets for size and: - . .. -. - -. - ' - - - - - - - - - - - we weight of door,to provide strength and rig dity,.and smooth and continuous operation. 3. - - - . - - _ DRAWING n SCHEDULES - Counterbalanc rig Mechanisms Torsion spring: - - • _ - DETAILS - Tempered steel torsion springs mounted on and secured to a hardened tubular_st It shah-with • • • - - WALL TYPE 1 DETAIL-1 HOUR FIRE RATED - WALL TYPE 2 DETAIL-0 HOUR FIRE RATED - • - _' cable d rums attached at each end of shaft, - - - - - - - . --I-_ cable drums,.Grooved cast alum humor gray iron castings,wrapped with cable attached to door, g WALL SECTION - - 4 WALL DETAIL - O •,-0 _ _ _ O,. . Ur=tor• - •tn • . • Ot d Emergency door stop:Spring-loaded steel or bronze Cam secured to bottom door rollers at each - - FRP ON PIYe000 PANEL ON _ track. .. _ .. . • - ..WSULATED METAL GARAGE ODOR • _ RIGID INSULATION . - o.. onTe. • COMMENTS;corvmEe . • OVER HEAD GARAGE DOOR TRACKBEYOND Cushion door stop:Spring bumper attached at end of each hoc zenlal track. - .5"PFINFORCFD CONCSNB W128X2 BWWF MEINSIOINGT0 MATCH EXISTING - = WI B%J WASHER PIAWiELS®2pL0 C. INTERIOR FINISH AS SCHEDULED • - a - LHE OF FOUNDATION ON IS MIL POLY VAPOR BARRIER ON 6-COMPACTED STONE •ACCESSORIES BEYOND' .ON 15p BUILDING PAPER ON. (21 EACH CORNERANO Ai OPENINGS- - 6 MIL POLY VAPOR BARRIER - - • Hardware Heavy duty hardware;made from noncorrosive metal and provided' ill' ricotta iv - - ' -' ' .' - 1'ONs1EEL PIPE THRESHOLD TIED TO CONC: - y,'ExTBmDR GRADE PLYWOOD - - n fasteners as required for door type Coordinate with Structures 8 Grounds regardinghardware - PITCH CONC SLABYa"PER Y XY STEEL ANGLETIED BACK TO CONC. wan TYPES FOR FIRE RATED • _ y •• FIBERGLASS INSULATION ' • requ rements and keying • OPENINGWARCS DOOR :" - .SASS MB IESATVA3000BLOCATIONS a : . • ., Hinges:Heavy steel hinges a • •t each end and intermed ate stile,of type recommended by ,- . .. _ _ TOP OF SLAB _ ..• 1%6 STUD WALL h-•A rvnrrs OP OF SLAB manufacturer of overhead door. - - - - - • ..m - - - - (21 e6 REINFORCINo ERRS ---_-- - - "}'EXTERIOR GRADE PLYWOOD SHEATHING - Insulated Steel Door Sections:Fabricate from galvanized steel sheet,maximum 24-Inch-high - - - -"- - - CRAINABLE HOUSE WRAP sect• 'on,nominal2 riches deep. _ _ _ _ ,. - . • .. . _. • _ _, ._ 45 RBNFORCING BARS . ., - ' '' METAL SIDING ' ' Bottom section reinforcements:Continuous channel or angle matching section profile. - PRE MOLDED FILLE0. •W e }'DIA ANCHOR BOLT•2-0'O.C. cNlon remfor n and diagonal steel re nfom n as necessaryto cam . KEY Se Continuous horizontal a comply H c 9 9 9 with wind loadingperformance - • < 0 ce criteria. Rt Roo IN LAR N�YL 0)w sU 0. TRUSS JOIST STRANDGUARO i-84%7-714 . ow.wry ev. • PROJECT woo. .. -B-REINF ... ORC EO CONC RETE �� � � � � � �� . ZINC BORATE TREATED SILL MRM --- INSTALLATION FOUNMTION WALL SRBNFORLED CONC SLAB W/2.BX 28 WWF Install complete overhead door assembly incompliance with manufacturer's instructions. r . - - 6'REINFORCEO CONCRETE ON 15MIl POLY VAPOR BARRIER ON METAL FLASHING acme. °"re' Y IO NGm,to rim (R I INSULATION- 6'COMPACTED STONE TI NWALLWI AS BARS FOUN0.4 0 oo-zo-acle µ` rmy As NOTED Anchor vertical tracks•to rough opening ter at minimum 241nchea on center. • s • - i8'O.C.HORS EVERT - REINF,CONCRETE FOUNDATION WALL sHaat NO.: - 9. Pen 9 Perime .. a MICHELE .. .. . .. Horizontal Tracks:Support from overhead framing with welded or bolted steel angles or channels, No.34274. 2'IRt01 RIGID INSULATOR diagonal bracing as necessary for secure Installation. STRUCTURAL r KEY -I • • ADJUSTING e0" to THK%2a WIDE REINFORCED After door Installer o complete examine door performance,lest Operation,and adjust Installation t[c-"-5' - - - -, - '" - CONCRETE FOOTING MIN4'd' A4 • •• BELOW GRADE ON UNEXCAVATED H - to provide Smooth end goat operation. -- - /' - - Adjust door operators for proper performance n accordance with manufacturers nstructions. ' : C ��6 SOIL' I10/7/16STRUCT.ONLY -• - • • - • • • - - O FOUNDATION DETAIL - OWALL TYPE 3 DETAIL-0 HOUR FIRE RATED - . • .. .. .. FOUNDATION DETAIL - . 2 L - 01.to• - Ili• • • ^ GABLE END TRUSS.VERTICAL MEMBERS GABLE ENO TRUSS.VERTICAL MEMBERS TO LINE UP WITH WALL STUDS BELOW. TO LINE UP WITH MALL STUDS BELO:DE . • TRUSS MANUFACTURER TO PROVIDE MA.REGISTERED ENGINEER STAMPED SHOP • • TRUSS MANUFACTURER TO PROVIDE DRAWINGS.PITCH OF TRUSS TO MATCH PITCH OF EXISTING ROOF. MA.REGISTERED ENGINEER STAMPED . SHOP DRAWINGS.PITCH OF TRUSS TO 12 A ANCHOR GABLE END TRUSS W/SIMPSON A35AS SPECIFIED BY THE TRUSS MANUFACTUR MATCH PITCH OF EXISTING ROOF. 5 dil�. SIMPSON H2.5A HURRICANE CLIP t11 ANCHOR GABLE END TRUSS WI SIMPSON OR TC26TRUSS CLIP AS REQUIRED .6.9 8 A35 AS SPECIFIED BY THE TRUSS BY TRUSS MANUFACTURER. t MANUFACTURER ',I./NI lil 11 7 TOP OF PLATE '�,usimil �' ( )TOP OF PLATE NO SPLICE • PA ,411 1I'IiII II m III I II IIII 1 i SPLICE=4'WI14.16tl �(/ 1.314'X 7-114'1.55E TIMBERSTRAND 1-Y4'X 7.114'1.55E TIMBERSTRAND LSL-40 STUD �/ -LSL-00 STUD(TYPIGAL) IS O.C. (TYPICAL)@12'O.C. �' ,.. P I II -- HORIZONTAL BLOCKING(TYPICAL) -�- - HORIZONTAL BLOCKING(TYPICAL) 41 I-1 Q � 2 m fn .co Y O C � C F� CZ R HORIZONTAL BLOCKING(TYPICPL) iiiiiii HORIZONTAL BLOCKING(TYPICAL) C0 '�"•'��II III III 'IAMBI I JACK STUD AND 5 FULL STUDS F4 (9.8 FCC ' (TYPICAL)EACH SIDE OF EACH OPENING :+C O ' IItIIpiIlI . 1 w _ - t t t t TRUSS JOIST ST ANDGUARD 1-3'4'X 7-114' I. L I , I 1, L , i Ir TRUSS JOIST STRANDGUARD 1.3AT X 7.1/4. 0 C co- LNC BORATE TREATED SILL WIY•DIA X IY ZINC BORATE TREATED SILL WIY'DA%1r L :: :: ANCHOR BOLTS WI IX3%114 WASHER PLATES - - ANCHOR BOLTS W/3X3 WASHER PLATES Z E A Z-O O.C. @2'-0'O.C. TOP 0 SLA: TOP OF SLAB TOP OF,FAB` TOP,OF SLAB Q O ii 11111111 - Z E 0 , p5VERPCAL BARS@ 160.C. . _`�kS VERTICAL BARS@IA'O.C. M5 HORIZONTAL B4R5@160.C. I(2)WS REINFORCING BARS (2)#5 REINFORCING BARS E'I BOTTOM OF FOOTING MIN BOTTOM OF FOOTING MIN 7 (2)#5 BARS T0PM BOTTOM OF 9'-0•L (2)(5 BARS TOPE BOTTOM OF 4'0'L • Z DEPTH OF 4'-0'BELOW GRADE FOUNDATION WALL DEPTH OF 4'0•BELOW GRADE F4 FOUNDATION WALL 10• 10• frl OWALL FRAMING DETAIL-AT DOORS-CALGON SYSTEM-MARY DUNN 1 SITE O WALL FRAMING DETAIL-GABLE-CALGON SYSTEM-MARY DUNN 1 SITE 1C' a H w .1��11� WOOD ROOF TRUSSES GABLE END TRUSS.VERTICAL MEMBERS GABLE END TRUSS.VERTICAL MEMBERS TO LNE UP WITH WALL STUDS BELOW. F"'1 H a @ rO.O.C. TO LINE UP WITH WALL STUDS BELOW. TRUSS MANUFACTURER TO PROVIDE MA.REGISTERED ENGINEER STAMPED SHOP W TRUSS MANUFACTURER TO PROVIDE DRAWINGS.PITCH OF TRUSS TO MATCH PITCH OF EXISTING ROOF. ^ fr\ 0 MA.REGISTERED ENGINEER STAMPED I--I MW SHOP DRAWINGS.PITCH OF TRUSS TO 12 ANCHOR GABLE END TRUSS WI SIMPSON A35AS SPECIFIED BY THE TRUSS MANUFACTURI r,/ �i , • • A I , ' MATCH PITCH OF EXISTING ROOF. 5� SIMPSON H2SA HURRICANE CUP W CIp Z g ANCHOR GABLE TRUSS W/SIMPSON ABS AS SPECIFIED OR TC26 BY TRUSS USSCUP AS CTURER.UIRED W p4 BY THE TRUSS MANUFACTURER CL�,-L�1' SPLICE 44'W114-16 tl TOP OF PLATO SPLICE) o • {_ I I A i I I i j I j i I :/ti I i i i TOP OF PLATE ` - _ _ _ -- -E(N a >- • 1-314•X 7-114'1.55EOMBERSTRAND .._ 1.112•X SLIT 1.55E TIMBERSTRAND LSL-0D STUD I ( Q Q LSL-00 STUD(TYPICAL) 1Y S.C. (TYPICAL)@ 1YO.C. H�1 G7y C c Z 0ui z W CO Z }-, 3 � Q • a- _-_- - - - - - -_-_-=---_-= s-_-.c==f c f= --- = ��-11 HORIZONTAL BLOCKING(TYPICAL) co S PW.W,xB TITLE WALL FRAMING DETAILS I m 4 I a REVISIONS - DATE COMMENTS BEAM Ell HORIZONTAL BLOCKING(TYPICAL) NO.' n --=__ =_ ___ - - = - = �_==�'T= --- -...i- HORIZONTAL BLOCKING(TYPICAL)= NOROPENS2PENING_FA1 H. DOOR OPENING 4 mOOR yAAWxo x¢Tes 0 NI G • TRUSS JOIST STPANDGUARD I-Y4^X 7.114' L r • - X - TRUSS JOIST STRANDGUARD 1.1/2'X SIIY T l ( 1, kit 1 t 1 1 _ 1 1 I I. 1. / ZINC BORATE TREATED SILL WIYB'DIAX12' / ZINC BORATE TREATED SILL WIji'Dl4%12' I. IF i llt• 6 ANCHOR BOLTS Wl3%3 WASHER PLATES • ANCHOR BOLTS WI003 WASHER PLATES 5 Z-O O.C. (/ @ 2'-0.O.C. Ill TOP a SLAB_ TOPOF SLAB / - _ TOPOF SLAB F _ TOP OF SLAB_�__ ,..e �., e -. _ - Q IIIIMIIINIMIIIII - DRAWN BY PROJECT INFO A5 HORIZONTAL BARS@ 160.C. 45 HORIZONTAL BARS@ 16.O.C. MRM -- scm.e. DATE • - � -�-k5 VERTICAL BARS@ I60.C. • - #5 VERTICAL BARS®I6.O.C. 9NOTED oo-nmTe - (2)05 REINFORCING BARS \ I I (2)#5 REINFORCING BARS \ I SHEET xo.. BOTTOM OF FOOTING MIN -I 10. (2)45 BARS TOP&BOTTOM OF 4'-0'L B07TOM OFf00TING MIN Q FOUNDATION WALL 10' DEPTH OF4'-0'BELOWGRADE 4 DEPTH OF4'-0'BELOWGRADE A4.2 f- E OWALL FRAMING DETAIL-TIGG SYSTEM-MARY DUNN 2 SITE O WALL FRAMING DETAIL-GABLE-CALGON SYSTEM-MARY DUNN 2 SITE . a 1a I a .a RIDGE VENT ' ASPHALT SHINGLE ROOF SYSTEM ON _ - - - -- - -4 SG#ROOFING FELT ON`p"EXTERIOR _ _ _`� GRADE PLYWOOD •ar -- _ - • TT _ - _ BOXED our RAKE - (41' m B,` Q Pig -• WOOD FASCIA 15f. a IRIS CEMENT BOARD FRIEZE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1� NOTE: I I 1 1 111111 I I I 1 111111111111111111 IIIIIIIIIIIIIIIII11111 11111111111111111111111 ALL SIDING AND TRIM TO BE CEMENT BOARD SIDING I I I I 1 1 1 1 1 1 1 1 I I I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I 1 I 1 I 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I I I I IIIIII 1 1 1 1 1 1 1 1 1 1 1 ... P.'" AND TRIM FROM THE SAME MANUFACTURER I 1 I 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 I 1 I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 l 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11111111111111 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 �1 1 1 1 1 1 1 ,J 1 1 1 1 1 1� I I 1 1 1 1 1 l 1l f I I l I �[ 1 1 1 1 f l l l f ALTERNATE2INCLUOES7NISSTYLESIDINGFORALL 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I,1 1 1 1 1 1 1 1 1 1 1 1 f ] 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I I l 1 1 THREE BUILDINGS. 11111 1111111111111111 111111111.11111111 1111111111111111111111 111111111111111111111111 1 1 I l 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IX17CORNERBOARD 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111 11IIIII 111111111 III11111111.111111111111I 1111111111 11111 111111111111111 11111111111111111111111 • t 1 1 1 llllll I I I IIIII 1 J 1111J 1111111111111111 1111111111_1111111 111111111111111111111 11111,1111111111111111111 1 1 • l 111111 1 I I IIIIII III 111111I 111111111111111111111 1111 111111111 11111111 1 11 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 11 1 1 1 1 1 11 1 1 1 1 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 CEMENT BOARD SHINGLE SIDING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N I I llllll l I 1 I III11111111 111111 11111111111111111111 11111111111111111111111 w O 1111111111111111111111 1111111111111111 111111111111111111111 IIIIIIIIIIII111II1111111 11111 ICI ICI III 11111111 �1 III 1II 111 �1�1�1�1�111111111111111 1 1111 1I11 1l1l 1 1,I1I1I1I II1I1I1J1I1I1I1I1I1I1I1I1 1 1I1I1I1I 1,1 1l1,1,I1I1I1I1I1I1I1I1I1I1I1I1I1 [� LO C C 1 1111 CEMENT BOARD VERTICAL SIDING W 'U C 1 • 7 !- rNWF+I /y� O V ic �t0� LLf c o ces Z El) L ill \ Cl- ) 0 N O H 0 INSULATED METAL HINGED DOOR 7H OELEVATION-SIDING ALTERNATIVE 2 O ELEVATION-SIDING ALTERNATIVE 2 r;l H 51 w H 0 RIDGE VENT \ W , C ASPHALT SHINGLE ROOF SYSTEM ON \\\\\y I�--l) �,I�,) KO ROOFING FELT ON g`EXTERIOR - - - NI V) z GRADE PLYWOOD — - "` '— W Q w p 1X1D CEMENT BOARD FRIEZE _I WOOD FASCIA .- _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C(7y-' Q I I II 1 111111111111 1 11I111 I II 1111111111111,JIIIIIII1I111II 11111111111111111111111 NOTE: 1-"I 2 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,j 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ALL SIDING AND TRIM TO BE CEMENT BOARD SIDING 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 I I I I I I I 1 1 1 1 1 1 1 1 AND TRIM FROM THE SAME MANUFACTURER. W - 11111111111111 111111111111 1111 1111111111 111111111111111111111 111111111 .11111111111111 (° z I 1 II 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I,] 11 1 1 1 1 1 1 1 1 1 11 1 1 1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 ALTERNATE 2 INCLUDES THIS STYLE SIDING FOR ALL < 05 z 11111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III THREE BUILDINGS. I I I II 1 I III 1111111 111111.j11 111111 11111111111111 111111 II < rn Q 1X12 CORNERBOAR0 11111111111111 1 1 1 111 1 1 1 1 1 1 1 1 I 1 1 1 1 11 1 1 1 1 1 1 1 l 1 1 1 j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N J-- I I 1 I I I I IIIII 1 1 1 1 1 1 I I I I ��1 1 1 1 1,1 I I I I I h1 I I 1 1 1 1 1 1 I I I III 1 hl 1 1 I I f I l l l 1 1 1 1 1 1 1 1 1� I I I I I Z c0 S 1 111 111 111 111 1 111 I11 111111111111111111111111 J111111111 1111 111I11111111111111 11111111111111111111111111 11 11111111111111 111 h 11111111111111111111111 111111 1111111111 MOW.*ITLE ALTERNATE 2 1 I • 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 •1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 SIDING ALTERNATIVE 1 _II III III hill III III IIII111 1111111111hII 11111111Ih111h1IIIIIII II III IIIII II11111111111I I I I11111 I I I I I IIIIIII1I I I IIIIIIIIII I IIIIII IIIIII 11111111111111 111 •01111111 11111 •1 II11 11111. 11111111111111 I1 II IIIIIIIIIIII IIIIIIII a 111 11 111 �111 1 11L 1 111 1111 I I 111 1 11111111(111I11 11�1111111111I11 I I I�(�f 111 flIIIIII I [ II I� IIl IIIII CATE COMMENTS. 9.1,4 NOTMS w I- , ot MOW Sy. PROJECTINFO MRM _. SCALE: DATE SHEET NO.. ni CI) -J Q H 2 O ELEVATION-SIDING ALTERNATIVE 2 O ELEVATION-SIDING ALTERNATIVE 2 A5■ 1 1 1 1 • -- -- - - • • .. .. .. FLOOR GC DRAIN •d THERMOSTAT pp�� �.y THERMOSTAT (5' 0" AFF) B < d g FLOOR DRAIN EXTERIOR PLASH 11 2 (5.-0" AFF) BY GC - - FRESH AIR DISCHARGE TO AN E E R OR S SATE q .. • DISCHARGE CONDENSATE .. • .. • BLOCK. I _. W • jI FRESH AIR FAN FA2 TO AN EXTERIOR SPLASH n FA3 - : I :_.... ....._ .. ...: .._ -._... .I .. ... .._. . . .. ... ...._.. !� RECEPTACLE FOR /-� - ._....... .. ........ .. �.. ..... .... .. O DEHUMIDIFIER..._. .. _.._. ... ...... .. .. ..... BLOCK t .. O •���© .DEHUMIDIFIER BY EC O :� 1111111 I BY III• RECEPTACLE FOR i� Moil DEHUMID EC D H 3 . . DH2 . - ♦y :e. - — II• ! qt iIn � 1iti I: i i It. - 56"CEILING FAN WITH i 56"CEILING FAN WITH - - •) c- :ICING FAN WITH ' 56"CEILING FAN WITH > >+ ( - - - f, SPEED CONTROL BY EC. - - SPEED CONTROL BY EC. O CONTROL BY EC. - - - - SPEED CONTROL BY EC. - n. I ....... _-. .._... .._... t .. .. ..... .. ...... ... 1 0 c y t • :U tci- MARY DUNN 2 SITE TI.GG SHELTER BUILDING NO.2 MARY. DUNN 1 SITE CALGONCARBON SHELTER BUILDING NO.1• m `2 8 SCALE }" =1'-0" - - -. .. .. .. .- - SCALE }" =1.-0 - .. - - O 0 / u 1 0 W Q A °Ce aC4 Z THERMOSTAT. • c/ .: - -. - - - _ �I Z a FLOOR DRAIN `� - - (5 0" AFF) BY GC - - - • - - 1 •• 0 man [ NOTES � � � � GENERAL F� W � - 1. There are nd field sub-bids required for this project: As such the General Contractor Fy,H CO Z. : is responsible to to hire qualified sub-contractors_to_perform all work shown on QQQ���� o Z "% - these mechanical drawings. Q ��� i g UH3 rn •`'wit'` I�.� ` .. 2. The use of terms such as Plumbing Contractor, HVAC Contractor and Electrical l.yCO I _/� . - Contractor are intended to designate the responsible trade to be hired by the General .".----•—•••••• h ITU Contractor to o perform the designated work. °�"Y0 MECHANICAL i -- 0✓- - -""'W/F ._..�I -. IP (C (0) I, '- - . - . 3.•The use'of term Mechanical Contractor, is used in a general sense to include the - FLOOR PLANS ' �(�/� work of all trades required to perform the designated work. .a DATE C..0MIENTE 56"CEILING FAN WITH '-I DH3 ;. J 56"CEILING FAN WITH ""- SPEED CONTROL BY EC. I I SPEED CONTROL BY EC. .. - .. .. ongmirovraa_- _ - ....O ABBREVIATIONS . I DISCHARGE CONDENSATE - RECEPTACLE FOR _ AFF ABOVE FINISHED FLOOR - TO AN EXTERIOR SPLASH DEHUMIDIFIER BY EC D LOCKING QUADRANT BALANCING DAMPER M.0, r�ri+ma BLOCK. • EC - ELECTRICAL CONTRACTOR - - DAG --_ • GC= GENERAL CONTRACTOR : MD MOTORIZED DAMPER .0OFAfpc c,marrioMIN°f_�-._. OA OUTSIDE AIR (FRESH AIR) ` MARY DUNN 2 SITE CALGONCARBON SHELTER BUILDING NO.3 sA.. suPPLY AIR as o°r�ofiEnu `. SCALE .: _1•_0" _ .. RA RETURN AIR 4 ME , I L y r: ^1►�^1 FRESH AIR FAN /oc •• OA RA SA r in POWER / �s TAG MFGR: MODEL CFM CFM CFM w.c: V PH W A WS BRACK �6' is„ "' . .R : In FA32 FAN TECH FR150 FAN TECH_ FR150 170 75 45 245 18 .3' 120 1 68.3 .59 wA`STUD ETA IO '•�l �� S )pjyr •s ofi INLINE FRESH AIR SUPPLY FAN WITH DYNAMICALLY BALANCED BACKWARD INCLINED —� CENTRIFUGAL EL HVI TESTED/CERTIFIED PERFORMANCE AND UL CERTIFIED FOR BALANCE TOSAFETY. NTHHEESCHEDU EACH LED AIRFLOW N WITH A ANDPERMANENTLY SOLIDTATE MARKPEED THE SPEED OL. CONTROL O OVERNEA� 3I ,9 SETTING UREA T R + c �n• <O. SE i155 �NAIN �w p 51� �'I- 9 r r LE ( o. U SARp CAB 3 UNIT HEATER SCHEDULE r51"ANpA MBH CAPACITY POWER col y TAG MFGR. MODEL FUEL TYPE �E" w INPUT OUTPUT V PH HP V1 UH2 MODINE PTC156SS0121S LP 155 144.1 120 1 .33 - MOTOR USPEN l�I'' 5 C UH3 MODINE PTC135SS0121S LP- 135 125.5 120 1 .33 - JUNCTION BOX- - - R 5 Y(Er - -> > >, DIRECT VENT CONDENSING TYPE HORIZONTAL UNIT HEATERS FURNISHED WITH CONTROL GND J/ \`\� UNI MN0 R"DSC .. w 12 PROPANETRANSFORCONVERSION THERMOSTATS,KIT ANDALL OTHER rITE SALIZAIION AS SHOWN ITS, NATURAL GAS TO ON THESE DRAWINGS.. N ' �` FR�EA�E� m c• ar }� I - 1 BLOWER MOTOR '(pIR.. _ N V .- .. .. .. L _ ^_1 •. 120V,1PH, .53A. 61.7 W - - .. H . �. + iSue— t El- f I �I ��� �: Cl) c) SERVICE'SWITCH O.A. - .. .. .: .: E. . .. _ .. CO THERMOSTAT SOLID STATE SPEED. INTAKE AND EXHAUST VENTS FROM THE DEHUMIDIFIER SCHEDULE WITH REMOTE CONTROL SWITCH HEATER THROUGH THE ROOF TO BE INSTALLED ROOF - - - BULB N _ .. ACCORDING TOTHE MANUFACTURER'SNS UNIT *-CAPACITY POWER ® LLEo TAG MFGR. MODEL PINTS/DAY V PH A SECURE TO INSTRUCTIONS. DH1 HI-EDRY_ HI-EDRY-195 110 .115 1 12.0 - - - - TRUSS DH2. HI-EDRY HI-EDRY-195 110 : 115 1 12.0 OUTSID AIR INTAKE DH3 HI-EDRY HI-EDRY-195. 110 115 1 12.0 DAMPER MOTOR _ COMMERCIAL DE-HUMIDIFIER DESIGNED FOR LOW TEMPERATURE APPLICATIONS (33•F - E-I 110'F). PROVIDED WITH AN INTERNAL CONDENSATE PUMP, CASTERS, PLEATED MERV 111 FRESH' AIR FAN WIRING DETAIL FILTERS AND A SIX FOOT POWER CHORD. -.— EXTERIOR WALL NO SCALE TYPICAL FOR THREE UNITS - - _ r DIA. NYLON COATED,PREy - - 0 *AT 80'F DRY BULB TEMPERATURE/40% RELATIVE I €YGAS PROVIDED BY STRETCHED STAINLESS STEEL W SUPPLIER (FUTURE NATURAL -SAFETY CABLE CABLE 1 GAS) .. _ FWD 13"%1}" WELDED ANGLE IRON WALL phi re wro - _ BUCKLE(TYPICAL -9 -- WALL STUDS. TO _ �' 0 BRACKET ASSEMBLY SECURED TURN IC EXTERIOR " .. .. - TWO PER UNIT) Ij CC 17 a/ - _ d. THREADED ROD - �� � g (TYPICAL FOUR PER UNIT - - - CLEARANCE PER MANUFACTURER'S �.�. INSTRUCTIONS �p-Z' I .5 Q OPEN END FRESH AIR iy'i+,SUPPLY AIR TO .. - L 'SUPPLY DUCT - _ .. - W ✓. C NO = BEHIND UNIT EQUIPMENT - - HEATER GAS VALVE - SEE,FRESH AIR SUPPLY FAN 4.. .. .. .. �,-1 /M3 FOR FURTHER DETAIL. MECHANICAL er.p , �/ SCHEDULES and • • DETAILS.. O FRESH AIR FA N FRESH AIR INTAKE HOOD MOUNTED TO - L p I z -' UNION - WITH BIRDSCREEN MOUNTED - INSIDE WALL : w .. �_ T \\ e —1'.THREADED SCHEDULE - - ON OUTSIDE WALL - D FRESH AIR_fl TEMPERED AIR AIR > SCHEDULE 40 BLACK STEEL - : INTAKE HOOD .70% OUTSIDE AIR m a .. q� GAS SHUT-OFF VALVE - D 30% RETURN AIR - a. - .O BOSTON GAS GSCT 8300 (V L. OR EQUAL r=>" ®II, 8' > - - 3" SEDIMENT TRAP IF NOT I CONNECT TO PROPANE MD -_ D m PROVIDED INTEGRAL TO in SERVICE PROVIDED BY FRESH AIR INTAKE DUCT BALANCING < SUPPLIER THROUGH:WALL III :DAMPER .. . .. EQUIPMENT. - I .. .. TO INTAKE HOOD I. 6� m secC na�er Mt r MOTORIZED DAMPER /� _ sum nn2 NOTE: - 1 L RETURN AIR amkan. PIPING IS SIZED FOR FUTURE CHANGE TO NATURAL GAS(METER WITHIN 100') .. - -- - p`.0 OF4'4 4n •- mee ea • GAS PIPING DETAIL FRESH AIR FAN DUCT DET.AIL UNIT HEATER: DETAILS 4. DEONISA. t. o GADDFLAII. NO SCALE.. TYPICAL FOR THREE UNITS _ NO SCALE TYPICAL FOR THREE UNITS. NO SCALE TYPICAL FOR.THREE UNITS 0 MECHANEcHANICAL VI 0 9NA38QG7�Lin �. • • MECHANICAL SPECIFICATIONS p Unless specifically stated as beingbyothers'the work of this sections includes'the work of all plumbing. I R �'�y P YP 9� gas and hvac trades. - - 4 • SECTION 1 - GENERAL 1.01 The General Conditions of the Contract and all sections of Division 01, shall be part of this section unless otherwise specifically 2.04. Unit Heater intake and exhaust vents shall be Schedule 40 PVC installed per manufactures instructions. CO excluded. : - - 2.05 Unit Heater and Dehumidifier condenstae drain piping shall be fabricated with schedule 40 PVC. - -0 CM 1.02 Scope of Work 2.06 Gas piping shall be schedule 40 Black Steel with threaded fittings. The scope of work consists of the installation of all materials to be furnished under this section and without limiting the generality v7 thereof, consists of furnishing all labor, materials, equipment, plant, transportation, rigging, staging up to 8 feet, appurtenances, and services necessary and/or incidental to properly complete all work as shown an or desribeb on these mechanical drawings and 2.07 Unit Heaters H,' N or as reasonably inferred from either. In general to scope of work includes: :" : - - - - 0 C ETL design certification for use in the US to the ANSI Z83 .8 - latest revision, standard for 'Gas Unit Heater and Gas-Fired N Duct Furnaces'for safe. operation, construction, and. performance. N T 1. The installation of three unit heaters, and all associated, gas, condensate, intake and vent piping. 9 'fl 2. The installation of three commercial grade de-humidifiers and associated condensate piping.' 93% condensing gas. with a minimum efficiency provided by an indirect-fired tubular heat exchanger with individually fired tubes C = coupled to a secondary recuperative heat exchanger for maximum heat recovery - > > > 1.03 Related Work al a The following related work and/or materials shall be provided by others under contract by the general contractor. Each unit shall be furnished with horizontal air deflectors. The deflectors are adjustable to provide for horizontal directional airflow w'"a- - control. - - : .. O of i. 1. All power and control wiring required by the installation of the mechanical equipment. • 2 One condensate floor drain per building. The primary heat exchanger(s) shall be made of optional 409 stainless steel tubes and headers . .0 y N 3 One propane service line per building. ?` 7 "= Burner(s) shall be in-shot type, directly firing each heat exchanger tube individually and are designed for good lighting characteristics Cy 'j a 4 Two commercial. grade ceiling fans per building as shown on the mechanical drawings. without noise of extinction for both natural and propane gas. O O. 2 p 5 Temporary. Heat. C Cli Cn CCD 1.04. Submittals Ignition controllers shall be 100% shut-off with continuous retry. The gas pressure shall be 11-14" W .0 for propane gas. The solid. Product data sheets submitted according to the General Conditions of the contract shall include: state ignition system shall directly light the gas by means of a direct spark igniter each time the thermostat calls for heat . The following-field installed accessory control devices:shall be provided with the unit: .. 1. Unit Heaters. 2. De-Humidifiers 1. Thermostats with locking covers. 3. Fresh Air Fans - - _ 2. Propane conversion kit for converting natural gas units to propane gas. - - - - - - - - 3. A condensate pH neutralizing kit to reduce the acidity of condensate. Includes barbed inlet and outlet fittings, mounting brackets-and - Products shall not be ordered or installed without first receiving approved submittals. an initial charge of neutralizing aggregate. - - - - 1.05 Record Drawings shall be maintained by the mechanical contractors and shall be tuned over to the general contractor prior to 2.08 De-Humidifiers shall be commercial grade refrigeration. based units of a-type and capacity as detailed and scheduled on the drawings. scheduling a final inspection. .. � 1.06 The mechanical contractor(s) shall provide the'General Contractor two (2) sets'of operating and maintenance instructions of all 2.09 Fresh air fans shall be of a type and capacity as scheduled on the drawings. frl mechanical equipment furnished and installed under this section. 44CC''�� The mechanical contractor s shall instruct the Owners on site , in the use and maintenance of equipment installed under 2.10 CONTROLS ❑ t.D7. O personnel, a Q this section. The hvac system has been designed to: A 0 1:08 Notwithstanding any other requirements of this contract, the Mechanical Contractor(s) shall guarantee.the performance of the .. installation and equipment included in this Section for one year from the date of Substantial Completion as defined in the General 1. prevent the winter indoor air temperatures from falling below the carbon filtration tanks surface temperature (approximately 50'f)• c Z Conditions. Should any defects in materials or workmanship appear during this period, they shall be corrected or replaced by the �+1 Z Mechanical Contractor(s) to the satisfaction of the Architect, and at no expense to the Owner. 2. minimize the formation of condensate from forming on the carbon filtration tanks and there respective piping surfaces. 1.09. The mechanical contractor(s) shall obtain permits according to the general conditions of the contract." 0 0 - - - - "- Provide all necessary controls and control wiring as required to operate the systems according to the following sequence of operation. �' 1.10 The Mechanical Contractor(s) shall - : - : - r 1. Provide inspections, tests, and quality control services specified herein and as required by- governing. authorities having jurisdiction, SEQUENCE OF OPERATION: - .e g 2. Monitor quality control over suppliers, manufacturers, products , services,.site conditions, and workmanship, to produce Work of A specified quality. Ceiling propeller fans- theses fans must operate continuously.to minimize air stagnation. Z 3 Comply with manufacturer's instructions, including each .step in sequence. 4. When manufacturer's instructions conflict with the Contract Documents, request clarification from the Architect before proceeding. Fresh air fans (FA1 through FA3) - These fans must operate continuously when the outside air temperature drops below 35 degrees to A.l es5 Z 5 Comply with specified standards as minimum quality of Work except where more stringent tolerances, codes, or specific minimize air infiltration and potential freeze-ups. See wiring detail drawing M2. -4 N } requirements indicate higher standards or workmanship. Dehumidifiers (DH1 THROUGH DH3) - These units must be enabled to operate continuously at their lowest setpoint of 30% relative io. 0 = 6. Perform the Work using persons qualified to produce the required and specified quality. humidity. Integral blower fans should be set for continuous operation. These units may be disabled when the outside air temperature is 7. Verify field measurements are as indicated on Shop Drawings or as instructed by the manufacturer. below 45 degrees. - - -- 8. Secure products in place with appropriate positive anchorage devices, designed and sized to withstand stresses, vibration, physical - " Unit Heaters (UH1 THROUGH UH3) - Low voltage (24v) thermostats shall maintain a minimum indoor'air temperature 'of approximately 50 MECHANICAL distortion, or disfigurement: degrees SPECIFICATIONS SECTION .2 PRODUCTS Nc. DAMT. 2.01 Al:products and materials provided under this scion shall be new and the best quality of their respective kind. The mechanical SECTION 3 - EXECUTION - n contractor shall be responsible for the protection of all materials and products installed by him/her until being accepted by the Owner. Until such time any damaged products or materials shall be repaired and/or replaced to the satisfaction of the Owner. . 3.01 Start Up and Testing - - s 2.02 Unless otherwise specified all ductwork shall be galvanized steel, fabricated and installed according to SMACNA guidelines. Provide all services required to start and test the operation of all equipment and to make any adjustments necessary to ensure all systems are operating according to the intent of the contract documents. owwwfvfivree 2.03 Motorized dampers shall be powered open, spring closed. Dampers shall consist of a single circular blade mounted to a shaft. Frames shall be 20 gage galvanized steel and shall include stainless steel bearings. Damper blade shall be double skin equivalent to 14 gage and shall include a neoprene seal sandwiched between the two sides. Leakage through the damper in the closed position shall not exceed .15 cfm per inch of blade circumference at a pressure differential of 4" w.g. Leakage through the bearings shall be less than 1/4" cfm at 4" static pressure. .. - - .. .. .. nsew.,tat raa6c..11. DAG 4ttNOF +s , g` OEM*A c GAVDf,EAA1 `tn .. .. .. .. MECHANICAL -4 < r► is 0,4 ir. I!lJ 1! MARY DUNN#2 MARY DUNN#2 / / BUILDING 3 PROPOSEDBUILOING BUILDING 2 1 \ NEW 6"GATE VALVE&6"DIWATERMA SCALE 1"=20' N / /; CALGON SYSTEM TIGG SYSTEM 17-7T----1 ,� WITH RELOCATED HYDRANT / SCALE 1"=5' / SCALE 1"=5' h 1 I s o / / /' -,EX.TREATMENT + OF I. 1 �, i ,;f TANK CONc PAD' o /TOE CAP 1 ! / F/ Y ` `-'' , f / //�, ,� I V 4}5.33 NEW 6 GATE VALVE 8 6"DI WATERMAIN / Yid 1 1 /c =I_ j - </ �/ s/ ,H�o N A V 5 S� WITH RELOCATED HYDANT 6per 1 11r e I / ' / / RELOCATE HYDRANT / /3,3.(�.-� / f' 16X16X6 iL+ 1 8 CAP WATERMAIN --� //� -'^ �' TAP& -12X12X6 CUT&SLEEVE(DI PIPE CONNECTION) �Y g • ��'� ./ Y / SLEEVEi1 \ _�_ (•1'C-' W d 2 1 ; f WV/ ,'/ ' f A=/ / /� T "' • \,I�// /,\\ i" PAVEMEli NT' .'`-ram _ ` REMOVE&RELOOAT HYDRANT )CAP`/!WATERMAIN - t`* I' I II __ -n^,.__--_ /;\ + / I PATCH TO SUIT ,. i/ \ V I .4: _, _�..„__i_ J /� 1 j + p _ - REMOVE 6 RELOCATE HYDRANTS L_._..-«__._-. 11 I I. -'"- 1 /, ,/`\)y-� ) l /// ; .y ' /' /1 1\ i�'X, / 7N/_ /\ ill AND CONNECT 6"DI WATERMAIN TO .. e. RELOCATE AND/OR REMOVE `.r V 6"DI FLANGE / . ROUTEWATERMAIN - J, \ I c I / _-_ �` TREATMENT TANKS „. _x x_ SET4 ABOVE SLAB � : AROUND OVERHEAD DOOR 1--' N"-- / /1l .,, \, '►#V(SEE INSET.BUILDING 2) HYDRANTS STACK FOR OWNER �G I I �` i / / 1 T ~ �_-L - • / e 45°BEND //� s-za. r/ I HetI "' / t / -1 - I 1 - SOLID SLEEVE(TYP.) j-/ " Z r. ! 11 1 I -' '� +/ yY I 6"UNDERGROUND DI Y! 6'UNDERGROUND DI SLEEVEFOR EXUCONDUOIT / // / =' I II-,. / 4 / %/. � l;7 'Y i X GAS SERVICE P CO FLOW METER LOCATION TO -� � "' - • -- /- 44 IN BUILDING AFTER FLANGE - \' /3/I.."' % ,A I •/ '/ I SLEEVE l2"MIN PIPE O -- 6 HOPEWATERPPE SUIT FIELD CONDITIONS / % �t� S UNDERGROUND DI Lll� 6 r ( / /III ak / 22BEND / ,. STC)RY j [j� N � 1 II tI'-jl , �"� III 111 ROUTE WATERMAIN — // + �� CO /I//1 I /.5 f —,--,,,A , I, / i i+ / 8X8X6 TEE // / IO SUIT FIELD CONDITIONS -_ - - ..."_ //. 1 _ e£\ I/ �� d 1 J I\1. / ! / `�' - 45"BEND „ ,,,,.� G 6 TOB FLANGE y\\ " / 8XBX6 TEE h - j CONC.FLOOR {�I t� �'�`0! ��- '''' SOLID SLEEVE(TYP.) -� � +'a` CONNECTIONS I `1\ I (DI PIPE CONNECTION) -1 1 /I\,I,�,..,J.;i��I\ /+/ c PENETRATION Ii J ;f / -,+ , :' /' .+'/%�' /i y //-•;�..:1 , - ! / r' �i.GL:- { • (``� / X �� NEW 6"GATE VALVE 8 6"DI /-3—/"- L! li/ .. '6"HDPE WATER PIPE -/ _Yc. // i w I, 1 NEW 6'GATE VALVE 8 6'• \ 1 L j r,." 1 ,e' WATERMAIN VNTH RELOCATED E 1 -6 UNDERGROUND 4"DRAIN "/ /-- / ® '� / RELOCATE REMOVE / �i I RELOCATED CATED HYDRANT ANT 33 / '1,., TO DEWATERING BASIN IN BUILDING AFTER FLANGE HYDRANTS STACK FOR OWNER �.�j' - x y. j / L� " /// HYDRANT(DIRECT FLOW TO WOODS) E i �L'i) ! P��/ _..-_«......_.. .. / ,/ �I r� _j I I�/ /� / 'iK ��..8 IGG 5°BEND .4�BEND i / C 6"DI FLANGE 6"TO 8"FLANGE - s } } ( „' 3a.? 4'r° 45°BEND /' D# / SET 4"ABOVE SLAB CONNECTIONS ' /' 1"/- �% �/ ,4'SDR2I PVC TO i' ;' - )\ I I.YY-/ ° y gyp/ _ _ / j/� ,t_� �. I `' ( e� REMOVE,WOODED KHYDRANT FOR OW / ' / " / // . 21 SOLID SLEEVE TYP. / .3�'- I C3 -6 /` ' Sv , / ' I 4 SDR21 PVC DRAIN TO ,\ ;5 / AL' ,_DE-WATERING BASIN L \G--"I 1 0 1 I N+ , / `� t I j/// T -1 `.'k � �, REMOVE HYDRANTS AND CONNECT B" !f' T / /.. DE-WATERING BASIN 1 ` 1, 6'UNDERGROUND OI �// 1r� i, ' / 1 1 I� T'80 MIN. J \ � -i it 1 DI WATERMAIN TO TREATMENT TANKS O 4..7 7` /' /i/ 1 �/. I ;w,. F..ir. + (SEE INSET.BUILDING 3) W _ co ii O // 1 > ?+'- Ji- T.. �f \.. V.'n. d'd, -✓ f REROUTE rT /• 45°BEND % ! / TREATMENT TANKDAIN/ ix ',BLDU�3 W Q � ;�, 1 ` ' yt �=- v;1^ ,; rI j/, ' SOLID SLEEVE(TYP.) \// / l7 / �t I� / !� TO BASIN-4"SDR21 PVC n f/' �4 �4'+r CALGON GAS SERVICE PIPE i /11:/- `r_-„� e t .ii I I / / / 1�_ •/.o i ' \ \ I B 1\4 �/ `R- ta2. i SLEEVE(2"MIN.) O (!) / / i 'I 4'TO 6'INCREASER - '� / - a 6'DI FLANGE / 4 1 (lS U 1. / / - • EX TREATMENT = - SET 4"ABOVE SLAB / fly ///�///� I ELEV 3 26 1 s /' — _\ 7 Q / TANKOONC.PAD / �\ jl:>¢ //v��/ � 8 / /. /'%/ / // / ,ey / / IN BUIL6"HDPE WATER PIPE /// F x4,' � 1 DR2I PVC MANIFOLD x ,/ j� • O O / , / %% '' '_�/''l 1I 3 u. ! /;/ .1` ?1 FFE [-( ocnCO / / //// _. ,// / '� / r / /. 6-S{., 6'SDR2I PVC7...__,s,__/it,_ / II �¢�'FLOW METERLCATION TO / / i• �/// L - \\ �'// I/ ` PROPOSED BUILDING / SUIT FIELD CONDITIONS / \ // / SEPAATION BETWEEN OUTFACES / f/,./ - / _- i 1 / I-,-�- 1 1 1 11 I i TO SUIT FILTER 8AG SIZE CONC.FLOOR ' / TTT/ 45 BEND +_ / PENETATION >LG--/ 1 • - - I T F LTER BAG TO OUTLET !�j -- __ • _ NS ALL I F-i --"- _ - PIP G PROVIDED BY OWN ) r� _ y 3_NAi R!t'G"iTF\ 1 1 i E BA ER+insUNDERGROUND 4"DRAIN - I \1 _ - !I SUPPORT PIPE OUTFACE WITH \ / 1 ` J�_ i FIELD STONE OR RIPRAP��3 TO DEWATERING BASINI / I I -X f'- 1 �/ �/MARY DUNN#1 li BUFFER QW6"SDR21 PVC DAIN TOIBUILDING 1 I �� 50.33 W(�DE-WATERING BASIN —� I� \ z I '+ Qr��j/ VW a Q CALGON SYSTEMSCALE 1"=5' /cONC.FLOOR/,//� D / __ �- -ham / ��P //4 TO6 INCREASER / W/VALVEOF - L� a A I / Z / PENETATION/, F/ " tea,,. r Fp'FED W// 6"T04"REDUCER -!' _SRti�.:`T rvi�. i%//. j\ j/ ' O �S GF 5 ^JAP:331 FVi v gy , EL TB�' 1j�, �� /%. �,�, 1 / ,� ,. � PhRCFI 0�+/XOii OTA S?ATIC�N &: C F,. � x jl FLOW METER LOCATION TO I// 6"DI FLANGE - 1 ` ^ / ° f Q/ 7 /'. SET 4"ABOVE SLAB J��� /F Y.- `,`� JSSSUIT FIELD CONDITIONS / ,` ��� iGm � �v) ;.RN T�E31 l( ,v\ ,a_. s Xr ' ROUTE WATERMAIN /' �� A s L�.1 X � I ! I/ / H• �� '-AROUND DOORS • F F d0 K/ Z - X_. _. cI \� �, 1 �G O ,_` �j, • / ' .. ',v C/ p , i— 1! I I / #13 x w z FN c 6"UNDERGROUND DI 1 / y1 ��.c- 45°BEND � - �1 I - SOLID SLEEVE / 1 ` � , ✓ RELOCATE AND/OR)REMOVE _ C'y I`J '� 1' rl N X �VI '� I co //� ;v, _— YDANTS S%ACK FOR OWNER /, O o 6 t� 1 Q �' 45°BEND r- 1 �\ 1 z II I i #/1 4 DRAWING TITLE 6 TO8 FUINGE j1 ply ' \ / :fEanc VS 3+: / `V sProposed Process CONNECTIONS e, ., ' .,.//:,,, Y /„` wv X� ,\ / //// 5�\- II I / /` O� / / Fp Y \ 7 //i / 1 / �i/ Site Plan 8"HOPE WATER PIPE v n Ip ^ t'29 \ a. IN BUILDING AFTER FLANGE r .., - /l ,G �'` ,.,o a, M i .-rC kyf �I,I ! I1 ''Y j.'! 1 ' REVISIONS J, ay �1e � / v WV�/ /� �� ,ae, r Iv1 ?vCh ,1tX , I DATE, Ems r /,' I�' 6 UNDERGROUND DI {'I 1 x � - s a'( f 2 DAIN BLOWOFF W/VALVE PER I L I 11 ) // �yy`K"e- - � t v /' ROUTE WATERMAIN ,0>x' SQ• WATER DEPARTMENT STANDARDS 3,-' i, I _ I /, "\ / / ROUND DOORS \ \ hf=, / 'f I I ./�. / /1 i REMOVE&STACK ONE HYDRANT FOR OWNER \ 7, 1 l/ \ /( Y � 0,� - j / ! !. TREATMENT TANK DRAIN gy;'!+ u %/ GAS SERVICE PIPE ! / ow�w HONrnw. / fi B DI FLANGE , SLEEVE(2 MIN.) . e'qlerf / � I ! TO BASIN-6"SDR2I PVC EX.TREATMENT / SET 4 ABOVE SLAB _�' / /\ ;� ,v/ru.,cs '' ��/� TANK CONC.PAD // /; \ \ Y� �. \ / / �// . . p ) PAVEMENT PATCH TO SUIT fib � '�/!� c� I Al C� i Nrcnico 7dv� I Fw- 9%- )C� 1 FO •/ M #��'i i /j/ to 45°BEND GRAPHIC SCALE o ��qP uILDwG WV x i i/ �) ��, 11 b 20 0 10 . 20 40 60 �wAJJL.Ee 16125 INFO. Tc,�,erc \ 4 ° i t� t� t� /Z. ' REMOVE AND RELOCATE HYDRANTS ` "/ WI N J �% r11 1 (in feet) SHEET NO., AND CONNECT6•DI WATERMAIN TO 1\. 4'39.e�v .z ' 1 INCH 20 FEET co c� / (SEE INTRSET'.MIBUILDING 1),...ENT , ^ 1'/.'J 'r\ \ HANDHOLE WITH WIRES VE i' '� \(DIPBPECONNECTION) TE / -Y, 4 ! o I DI Horsley Witten Group, o,,s j NEW 6 GATE VALVE&6" F - \ �Y} may/ Sustainable Environmental Solutions WATERMAIN WITH ,.+'¢ ar - Y' - ;LOCATED HYDRANT 90 Route z / i Rn5 R;.,j 90 Route 6A / 1' • Sandwich,MA 02563 C, \l i _ yY 508-833-6600 voice �i �� 1 5084334150 fax , • • •KI--- ( • • , . �� ..•A8` OPEN-LEFT MUELLER HYDRANT OPEN • 2-1/7 NST 2-NOTCH OPENINGS 'M Q • I--2't BRASS UPPER VAPTALVE CAP REWIRED •' Vy .,, OX ERIE WATER SERVICE BOx SECTION WITH BOP HYDRANT ; COVER FINISHED GRADE O BURY UNE'\I�• FINISHED GRADE Fl. CE AND COVER 4•UNE" ] `W%"'! fff PY •} m .s.Yn_at \ GA E BOX I -' ADJUSTABLE ERIE SME SERVICE 1I 14 3/4'CRUSHED STOVE I OPEN-LEFT 6"GATE VALVE l . BAR SET RUSH RUT1H SURFACE WITH \ / 2"NPT%2-1 2 NSt 1 GATE BOX 36"E%TENSION ROD \ / / THRUST BLOC 1_I •4 WATER MAIN TOP SECTW DWBLE MALE BRASS II / �IA 2"CURB STOP WITH DRAIN. % ADAPTER /,,, I 1I GATE VALVEABLL BUFFALO STYLE rH MUELLERCT 825219 \• '- ,' 2"PVC SCM.BO FIPT ,��'~ 6�1 rk� J II GATE BOB 2"PE TUBING CIS WITH / %SOCKET MALE 3 4"CRUSHED STONE PI EE III iI _ STAINLESS STEEL INSERTS \• % ADAPTER / 3•_. �3/4"CRUSHED STONE K �L DUCTILE IRON CAP(MYTH• xyg 3/4"PEA STONE - VARIES-- CD 2"TAPPW OUTLET)WITH O 2"CURPORATION ry 2"SCH.BO PVC -• -, 2"PVC SCH.80 MIPT X i "SOCKET MATE ADAPTER NAIRS� T O G P01 VC COUPLING OR 4.EDUCE1 r f..� �y}rY 2"90.CTS X FIPT BEND, • L` GATE BO% F^d P/C COUPLINGS REDUCER - I MUELLER H-15533,OR 1.ALL HYDRANT,VALVE,AND TEE JOINTS SHALL BE RESTRAINED WITH MECHANICAL JOINT REIUENT 4-, • BOTTOM SECTION Q WATER MgIN / APPROVED EQUAL MECHANICAL JOINTS AND LOCKING GASKETS ON PUSH-ON PIPE JOINTS. SEATED WEDGE TINE c 'f 1 3/4"CRUSHED STONE f I 2.DEPTH OF HYDRANT BURY SHALL SUIT INSTALLED DEPTH OF COVER OVER GATE VALVE RETUNHER GLAND C - 0'OR 6-HOPE DRAIN I III L 2"PE TUBING CTS WATER MAIN. INSTALL RISERS AS NECESSARY AT NO ADDITIONAL COST TO t i (TYPICAL) • -•' 3.HYDRANT SHUT OFT VALVE SHALL BE 3•FROM HYDRANT. r I--1 - 1"SAMPLING PORT VI ."I)• ,• i 4.FOR SIDEWALK LOCATIONS,INSTALL HYDRANT BARREL SO THAT STEAMER .]'�II r^ 0 C MANUAL SHUTOFF VALVE _ pvIIN'$I8' NOTES: NOZZLE IS 18"OFF OF THE BACK OF THE ODE WALK. IF THE HYDRANT ■ (/ C sI - 1. PE TUBING SHALL BE BACKFlLLED WITH SAND BY HAND TO 6"ABOVE CANNOT BE INSTALLED 18"OFF OF THE BACK OF TINE SIDE WALK,BOLLARDS WATER MAIN /:;_ I` MECHANICAL JOINT ENDS I _� -1I i SHALL BE INSTALLED ON EITHER SIDE OF THE HYDRANT FOR PROTECTION. • 4 /\/ T _� I. I �� TUBING Fi{ W �1 BEE BWLALLRD DETNOAIL U -6 • ., 2 SµPEGFlC"ANIONS FITTINGS SHALL BE RESTRAINED AS SET iofl1H IN THE 5.THERE SHALL BE NO OBSTRUCTIONS WITHIN 3 FEET OF NE HYDRANT. MECHANICAL JOINT ENDS--1 /3/4'CRUSHED STONE ...14 _Q C I AO F 3. SOCKET CONNECTIONS SHALL BE GLUED OR SECURED WITH A ` C T cl7 I rI. CO PENETRATION NOTES: '• /Ii ` I I', `V / / COMPRESSION COUPLING. _ `O ALL PENETRATIONS TO BE LINK SEAL ?' /JJEV, AEI !//// V NOTE: [j,, ® B .-�/YRti� 1.GATE VAN.yE SHALL BE MODEL A-2360,OPEN-LEFT,AS I 06 `6"HDPE WATERMPIN ' lk Jur � BYMUELLER.• /I♦ ` II 1C •, TT .ib. TRONRU N.TA PExSia„ $C.WUATS. REVLSILX B Ii / C' T TOWN OF BARNSTABLE 1 L�, DPW WATER SUPPLY DIVISION ° DPW WATER SUPPLY DIVISION . fe I DPW WATER SUPPLY DIVISION TRANSITION FROM 6"DI 4 a HYANNIS WATER SYSTEM F NO- HYANNIS WATER SYSTEM ® - HYANNIS WATER SYSTEM Y3 V TO 6•HOPE WATERMAN � -a \I, N wre M.„Pt m,. 2'BLOW OFF w°� wre ,..�Ru,m.. LONG SIDE HYDRANT ASSEMBLY I w,E Wwa 10,° GATE VALVE AND VALVE BOX Q El- PIPE INSTALL PRIOR TO I '"III cp POURING REINFORCED CONCRETE SLABS FOI OTING �� - , 1 /. UB r I ......... ..... ............... SEWER MAIN Z 1 �- 6"MANUAL HAND WHEEL DI . CUTUNSLEEVE LL F TO"FINISH GRADE i 4 OR 6"HOPE DRAIN SURFACE O u)I� '' •••` FASTENED TO EX.SLAB(COUPLE BUTTERFLY VALVES W/6" - 6 MIN. •- x e. e TO e"COUPLING INCREASER ° pO TEMPORARY TRENCH PAVEMENT PAVEMENT cc FROM SDR21 PVC TO HOPE) INSTALL RIGID INSTALLATIO ! LL CUT BACK 12"AND REMOVE iULL DEPTH L� 4OR 8'DRAIN INSTALLED OF STI THE ABOVE WATERMAIN AMEN LOVER RTEIM,I IJINGWPAVEMENT,1pi E IS LESS THAN 5 FEET IN DEPTH 4' r� OUTSIDE EX SLAB _ _ _- __ _ _ IF SEWER LINES MUST CROSS WATER SUPPLY LINES.ROTH PIPES SHALL BE CONSTRUCTED OF LlASS 150 ------ - -- -- ----- -- ---- - - --- n{EU[DGE Di THE ROADWAY SALE 4 \--'-"-' "-"' -"--"'- PRESSURE PIPE OR BETTER AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS.IF SEWER LINE FOR PAVED TRENCH poNLY,RENOyE T 9 EN CH IS ABOVE WATER LINE,SEWER MUST BE ENCASED IN CONCRETE OR LARGE DIAMETER WATERTIGHT SLEEVE IO' GRAVEL AS REEd'L6. RESHAPE PA[VESpEONE yETWEgIy E RENoiVED ANDND W ELABFIL ER THLCKCT BASETE ANO CpMPACT GRAVEL SUB-BASOEL TRI�R[ppELgqCEO,RESHAgpE AND CpMPACT Imo) NEW 6•REINFORCED CONC SLAB SLAB FILTER SUPPORT 845E EITHER SIDE OF CROSSING PLACE TEMPORARY TREK G2RAhl SUB-BASE.TACK CHAT ALL MD' SHEETING FOR EX.CONCRETE SLAB AS REQUIRED SEWER ABOVE (EXISTING MAIN PAVEMENT S�AGGGFlCAP@102W501. gSSSS�INSTAR�BINN ACCORDASNECEDNITH FI \ _II - WATER MAIN O SPEGFlCATION SURFA I-1 UNDISTURBED _° 1+ �18 •�10 RETAINER GLANDS EBAA RETAINER GLANDS EBAA 12" r SURFACE COURSE W IRON MEGA LUGS,ttLER IRON MEGA LUGS, EQUAL PAVEMENT i� TINDER COURSE NUR OR APPROVED EQUAL MJR OR APPROVED EQUAL ���s r (J WATER MAINO �.; /n`AOM`0��`Q, 6-CLASS 52 DUCTILE `� - 4ORE ESLO PVC DRAIN INSTALLED WITH Y SEPTIC SEWER PIPE ° d iT.SY/i'o --_`n jj��. 6"PROCESSED STONE OR IRON(DI)WATERMAIN , POSITIVE SLOPE TO THE DEWATERING BASIN 11 I - A a ° 17 IN. TYPICAL CUT-IN SLEEVE AND UNDISTFURRBBED 1--j - GRAVEL(SUB-BASE) W IF CONDITIONS REQUIRE PIPES TO BE CLOSER THAN I6", FITTING DETAIL 12"BANK-RUN GRAVEL 1�'1 FTl O P I ... 3"IIt1oo PRINTS• x IF SEWER 10'EACH SIDE OF CROSSING OR USE LARGE TAPPING SLEEVE UNORGROUN• DIAMETER WATERTIGHT SLEEVE FOR SEWER I WgRNING AFF[WITH I COMMON FILL • ce SEWER BELOW<18"SEPARATION SEWER BELOW>/=18" --I 6 MIN F- FULLY CLEAN EXISTING METAL CORE. OR O% PAY LIMIT �/ ,^ LL MAIN PRIOR TO SLEEVE 9"BELOW GRADE PAY UNIT:4 X PIPE DIAMETER. W CA SEPARATION •• TALLATION ° MINIMUM TRENCH WIpTi.3.5. TYPICAL PROCESS PIPING TANK CONNECTION SETUP WATER SERVICE I SEWER CROSSING DETAIL .......... DEPTH(lF COVER I SSIJBGRADE-EOMPACTCD (,.LZ 1/2 INCH=1 FOOT NOT TO SCALE �.!, , 5MINIMUM 1 MIN 1 EXCAVATED MATERIAL APPROVED ESELECT FILL MATERIAL W a INSTALLATION NOTES: PUMP DISCHARGE HOSE I EXISTING MAIN � �+T r 1. RACEED)LIFTING DESTRAPS(NOT TIE DOWNSTRAP WNINT(SEE NOTE P) �� O5 PIP[BEpDING(QtAVEL -. ® , IMSIRWCHLY a INCLUDED)UNDER THE UNIT TO //r//////���r SPOUT SEWN INTO BAG RETAINER GLANDS EBAA I � _ BORROW IXt LRUSHEO STONE P / ��. COMPACTED MgNUALLY W r°" FACILITATE REMOVAL AFTER USAGE / / / I PIPE SUPPORT(TYP.) IRON MEGA LUGS,TYLER ' "' ' WHERE DEWATERING IS V //I Q A ` Iu�nl/ I I I A �,Oi REWIRED) y of w C 2. UNFOLD DEWATERING BAG ON I I EXISTING GRADE MJR OR APPROVED EQUAL � gd „6"MIN IN LEDGE OR W G STABILIZED AREA OVER DENSE FLOW FROM PUMP le,.. 7 VEGETATION,STRAW,OR GRAVEL(IF EXTERIOR FACE (SEE UNSUITABLE MATERIALS ^ co (n AN INCREASED DRAINAGE SURFACE ¢ - _ ¢ UTILITY I..�4'MIN. 9.�T HIM. -Y\\ SEE DETAIL • ) NOTES: PAY UNIT FOR LWGE - IS NEEDED) DEWATERING BAG r SERVICE PIPE ( ) 1. RESTRAINED LENGTH FOR TEES, IF ENCOUNTERED Z W 3. INSERT DISCHARGE HOSE FROM 3°MIN(TYP') PV �/_�L • \\\ CROSSES,VALVES AND PLUGS EQUAL TO Z ON AGGREGATE _o II�� .I�lil IT �' C� PUMP INTO DEWATERING BAG A UNDERLAY 7 RESTRAINED LENGTH FOR 90°BENDS. BDIEL Z • MINIMUM OF SIZE INCHES AND FLOW-� •roc TYPICAL TAPPING SLEEVE 2. THE SCHEDULE SHOWN IS FOR THE �' TIGHTLY SECURE WITH ATTACHED TEMPORARY OAP EXISTING GAO PAD `` ?� AND VALVE DETAIL FOLLOWING SERVICE CONDITIONS 150 prig 1.ANY CRASS AREAS DISTURBED SHALL BE GRADED.LOANED CO A DEPTH OF 4 INCHES "1 ` Q FSTRAP LO1MNGPREVENTOUTTHE UNIT WITHOUT ° OR ESSDuC RAPE IF \ \ - INTERNAL PRESSURE'SOIL TYPE: AND SEEDED.WHERE NO GRASS OCCURS USE 8"PROCESSED GRAVEL. (V FLOWING OF THE UNIT WITHOUT u - 'u , , NECESSARY t 4 '��",i f� S:; VAS - SAND-SILT. 2.THE SUB-BASE LAYER SHALL BE 6"OF DENSE GRADED MATERIAL CONSISTING OF x CO IN FILTERED i.. .BE G LIERED /�. 1 , 3. ARERESTRAINEDMINIMUM LENGTHS (IN FEE)TABLE PROCESSED STONE OR GRAVEL OVER A 12"LAYER OF BANK RUN GRAVEL DOSING 4. IF USING OPTIONAL ABSORBENTS. I ( I '` Y \ �/ '; �/ 5 MIN. / ORE MINIMUM LENGTHS TIN FEET)AND ARE MATERIAL MAY BE SUBSTITUTED FOR THE 12 IMPORTED GRAVEL LAYER IF DRAWING• ( ESTRAINED JOINT SCHEDULE W1 PLACE ABSORBENTBOOMINTO THE SPOUT SEWN INTO BAG I �\ b, �\ • REQUIRED EACH DIRECTION FROM APPROVED BY THE ENGINEER. „c mle DEWATERING BAG FILTERED WATER PIPE PLUS 1"EQUALS DIAMETER WATERTIGHT ;Al'.P�•Y �v 55 5, y~ FITTINGS OR VALVES. ice' `�: Proposed Process • TIE DOWN STRAP OF CORE OPENING SIZE ,y, 1 `\ • PIPE 90° 45. 221/2' T UV i' IOsi�'o.(t MAINTENANCE: (SEE NOTES) SEALANT(TYP-) t i ,35 L/ SIZE D.I. DI. OI. 1D.1. T „rs. a9vsa0„ TOWN OF BARNSTABLE 5. REPLACE THE UNIT WHEN 1/2 FULL OF PUMP DISCHARGE HOSE DEWATERING O UNION •(rvPE 2) yy tY 92' 38 tb' 9' �' sw6 &Details • SEDIMENT OR WHEN SEDIMENT FAS BAG �`: � 10- TB' 32' l6' 8' \$ xa , DPW WATER SUPPLY DIVISION REDUCED THE FLOW RATE OF THE / 4-ORB-PVC TO 8- fi6' 2T 13' T PrA� RNH uWI000 HYANNIS WATER SYSTEM PUMP DISCHARGE TO AN FLOW FROM PUMP EXISTING WALL PROFILE VIEW DEWATERING BASIN 6- sr zr 1G s NON-MASS DOT ROADWAY TRENCHREVISIONS - IMPRACTICAL RATE A x0 wrE COMMENTS.38 18 8. IF USING OPTIONAL OIL ABSORBENTS, - _ - REMDVEAND REPLACE A AL AGGREGATE UNDERLAY PILLOW WHEN NEAR SATURATIONRATION SECTION A-A TYPICAL FUEL PIPE WALL PENETRATION DETAIL WATERMAIN CONNECTIONS 2 DEWATERING BAG DETAIL NOT TO SCALE CONNECT TO EX, NOT TO SCALE n E.DI FLANGE NOT TO SCALE B"X 6"REDUCER • • NEW WEARING SURFACE 8 BINDER SAW KERF FILLED WITHFIBER W PIPE SUPPORT 1/2"THICK STEEL CAP(WELLED 8'MNUAL q�1 COURSE PAVEMENT PATCH TO SUIT MODIFIED ASPHALT SEALER �BUIATERFLY VALVE TO SUIT(TYP,) T06"0 STEEL PIPE) • 2-85 BARS EA.FACE LENGTH= ♦ PIPE WRAP INSULATION EAAAHH NOTES. EXISTING PAVEMENT WIDTH St ISO III NM SLEEVE O.D.*3'7 '` WHERE REQUIRED FOR BOLLARD PAINTED SAFETY FREEZE PROTECTION (MIN.2'SURFACE OVER 2'BINDER) PAVEMENT PATCH(SEE NOTES) YELLOW OVER ENTIRE `�2'WIDE REFLECTIVE TAPE • 6"X4'REDUCER UNION _ FLOW METER ItiC=1DSURFACE NOTE: �!- D EXISTING PAVEMENT WHERE REQUIRED EO SCHEDULE 40 GALVANIZED STEEL 1. REFER TO LINK SEAL PENETRATION HEAOWAII STONE EXTEND ROCK CUT PIPE TO , SAMPLING PORT PIPE FILLED WITH CONCRETE ARCHITECTURAL OR Nil OR STONE (MIN.050=6•) W/ygLyE PROCESS DRAWINGS MOUND PIPE MATCH SLOPE """""�i ° Td FOR LOCATIONS A. ,♦ ' IF NO , .4F tB°%18°X 24'DEPTH CONCRETE `■`�� FOOTING(SLOPE TO DRAINS INSTALL OUTLET PIPE 54D MIN, HEADWALL im PIPE SUPPORT EXPANSION MATERIAL WHEN IN PAVING) TO SUIT(TYP.) PP;.. �� M� _ - 1.MIN, �/�'12�' \/,\/ //,y\ B-0' FINISHED GRADE DRAWN eY: Faamr Fo. r �j' \/,Ql�#�wI♦I PA 3.S'MIN. JJI 16125 i„ T 3D COMPACTED SUB BASE: PIPE OR CONDUITb141. DI SLEEVE�.'>;•.ca _ I %� �O�or<e style. �.�'�- 6'MIN.GRANULAR DENSE GRADE O / • n. ,r - - �` ��+\�O INSIDE DIAMETER= As NOTED OATE09ra,0 -• APRON NOTES: \ , �� ♦ OUTSIDE DIAMETER�Y SEE AA `/'� NOTES: SECTION A-A 1. CUTTING. BITUMINOUS SAW CUT SHALL BEC MP ETE)PEVEDTOA PERPENDICULAR TO THE ROAEDGEVIASAW /I I L ✓.✓�I /Iv/. SHEET NO.. 1. STONE SHOULD AROUND THE END OF SIDES THE CUIRTO THE HE WARE COMPLETE)THEEXISTI EXISTING VERTICAL SURFACE SHALL 3'-0' III .:' APRON AND MOUNSCVVHG DOTLRTATS MA 2. PRIORTPTCOM COMPLETELY SWEARING COURSETHEEXISTNA ERTCAL PAVEMENTSURFACESHALL EXISTING CONCRETE PAD I I III III III,..,,,III... FLOORS WALL.OPENING REINFORCEMENT CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM _ BE SWEPT COMPLETELY CLEAN. I III-� SLOPE HIRDST E2:INE DIAMETER OR CULVS NOT HE TVVOGHT 3. AFTER PROPER COMPACTION SAW CUT NEW PAVEMENT ABUTMENT 3/4'DEEP AND FILL WITH FIBER III NOT TO SCALE THIRDS TO BE STONEDE SHALL CULVERT - L - MODIFIED ASPHALT SEALER AS SHOWN. +i UNDISTURBEDOR � """' COMPACTED SUBGRADE SIDE VIEW Urr'- •' A-- 6,,. ., HorsleyWitten Group,Inc. 2. THE AREA TO BE SHALL BE UNDERCUT SONOTE:ALL PIPE SECTIONS TO BE P THAT THE INVERT OF THE APRON SHALL BE AT THE I 50 I CONSTRUCTED OF SCHEDULE 40 .� °��I COMPACTED CRUSHED ROCK SAME GRADE CAFLUSH WITH THE SURFACE OF THE - Al SuWtoinebIB Environmental Solutions ��-'''***...,,, PLAN GALVANIZED STEEL PIPE. FOR DRAINAGE I2'DEPTH WWW,horele ltten.com � RECEIVING CHANNEL. TYPICAL FLOW METER SETUP f-Ir-- YW TYPICAL STONE OUTFALL DETAIL PAVEMENT PATCH DETAIL ON BACKWASH DRAIN LINE CONCRETE FIXED STEEL BOLLARD DETAIL 90 Route 6A NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Sandwich,MA 02563 508-833-6600 voice 508-833-3150 fax • • I • NEW ELECT.SUBPANEL LOCATION ••• w_ I I (c.c. 11 _ Q / ( — I LIGHTS TO BE LTHONW 1AA52 I LIGHTS TO BE LRHONA 7A452 1 EORUFALCE LED LIGHTS OR APPROVED ��� //--*- 71CCsU&WANaL -EUORUFALCE LED LIGHTS OR APPROVED O CEILING FAN • „ CEI4NG FAN 4 05 c Gy f0 T O ;1 1 w O � I 'I zE � L 1 O Izm o I_ ALTERNATET 0 8 09 1 E-I I I O LIGHTING PLAN-CALGONCARBON SHELTER-MARY DUNN 2 SITE L 1 a I =S I • o W ~j O LIGHTING LAYOUT-CALGONCARBON SHELTER-MARY DUNN 1 SITE F t o pr I 0� � � + f) W z , z 1 U)\ ALTERNATE 1 < W o • -\\ / NEW ELECT.SUB-PANEL LOCATION 1..1 rr or \\l I fff777^7---111 _i 4w c2Z IV _- /, / �V _ Ial x3 � = / LIGHTS TO BE IRHONL 2A452 [awn. s / / SURFACE LED LIGHTS OR APPROVED \I ��'LIGHTING LAYOUT EQUAL • Dore eCOMMENT.COMMENT.r�%' �• CEILING FAN CL REVISIONS S II II I I W I— In .��, o� spo awayDATE INFO: NOTE .15 LIGHTING PLAN-TIGG SHELTER-MARY DUNN 2 SITE '.,,• sI1eET NO.: z z E1 . 1 a EXISTING • ` Ti- TRANSFORMER EXST N15KVA , s INTERMEDIATE CONDITIONS PARTIAL POWER ONE LINE DIAGRAM NOTES: ' 30KVA TRANSFORMER 3-01:PROVIDE NEW PANEL,30 POLE&MAIN C.B.(MAIN C.B.SHALL BE SEPARATE), 13-021- 12 120/208V 30 4 WIRE,100A MAIN C.B.,100A COPPER BUS,42 POLES WITH CB'S AS 1-09 11-101r- - LISTED IN NOTE 4-15,10,000 A.I.C.,SURFACE MOUNT WITH SURFACE MOUNT COVER. III 2O WIDE BACKBOX EXISTING CONDITIONS PARTIAL POWER ONE LINE DIAGRAM NOTES: ELECTRICIAN TAKE NOTE THAT THERE IS 23"CLEAR BETWEEN THE EXISTING PANEL 0i •*• . EXISTING WIREWAY 1-01:EXISTING 200A CLASS 600 VOLT 3 POLE DISCONNECT SWITCH USED ON AND THE EXISTING TRANSFER SWITCH TO MOUNT THIS NEW PANEL t 11-it1- 277/480 VOLT 30 4 WIRE SYSTEM TO REMAIN. 4 OF THE NEW 20A 1P C.B.'S ARE TO BE USED FOR THE NEW EQUIPMENT(USE 1,3,5 dT -091 LIQUIDTITE FLEX �LIOUIDTITE FLEX 8 7),SEE EQUIPMENT WIRING ONE LINE DIAGRAM. W r: . I7-04 1-02:OLYMPIAN TRANSFER SWITCH TO REMAIN. r, '�jot11-011 1-02 EXISTING WIREWAY ___1 3-02:PROVIDE 3DKVA 480V DELTA PRIMARY TO 120208 VOLT 304W WYE y A.II 1-03:EXISTING FEEDER TO EXISTING VFD TO REMAIN. SECONDARY TRANSFORMER.PROVIDED SQUARE"D"NEMA 3R NON VENTILATEDO CATALOG NUMBER 30TSHNV,150 DEGREE C.RISE WITH 6 PRIMARY 0 TAPS 2•,4-. EXISTING EXISTING C.B.30A EXISTING 1-04:EXISTING FEED TO THE 30A CLASS 600 VOLT C.B. 3-05 TO BE WALL/CEILING MOUNTED(APPROXIMATE WEIGHT 340 POUNDS, ••f 200A S.SW. TRANSFER 11-051- CLASS PANEL _ APPROXIMATELY 30"WIDE X 30"HIGH X 20"DEEP).PROVIDE WALL AND CEILING ' 277/480V SWITCH 413DV 120/208V 30 1-05:EXISTING 30A CLASS 600V 3 POLE C.B.TRANSFORMER PRIMARY 11-0 11 3-09 11 i 2j TR3-04F--TRANSFOIMARY C.B.R APPROXIMATEOUNTRACKETS AND ALL SAME PLACE AS THEREMOVEDL ACCESSORIES TRANSFORMERMLNGINABOVE THE 30 4W 4W PROTECTION. EXISTING EXISTING EXISTING WIREWAY). • 1-06:EXISTING 15 KVA 480V TO 120208V 30 4W ' 2NEMA 3R SEALEDA PROVIDE TRANSFORMER GROUNDING CONSISTING OF 1#6 CU IN.5"P.V.C.TO TRANSFORMER WALUCEILING MOUNTED 20770/4 OVW SWITCH TRANSFER ®' 13-061- PANEL 120208V WATER SERVICE AND DRIVEN GROUND ROD. EXISTING 304W 4-1- 13-011 TIMECLOCK 1-07:EXISTING SQUARE"0"30 POLE 120208V 30 4W PANEL WITH 60A 3P MAIN - 3-03:PROVIDE PRIMARY SIDE PROTECTION FOR THE TRANSFORMER.PROVIDE 60A CO C.B.TO REMAIN.CATALOG NOOD430M100,100A BUSS. EXISTING ' 3P CLASS 600 VOLT(480 VOLT RATED)C.B.,MINIMUM 35,000 A.I.C.MAXIMUM • Q TIMECLOCK NEW PANEL ENCLOSURE SIZE 2D"LONG X 10"HIGH.MOUNT BETWEEN EXISTING 200A W (V 1-08:EXISTING TIMER 100A 3P M.C.B DISCONNECT AND THE TRANSFER SWITCH IF THERE IS ADEQUATE SPACE.IF THERE 1 0 IS NOT ADEQUATE SPACE MOUNT SIDEWAYS BELOW THE W . Fri Q 1-03 1-09:EXISTING WIREWAY TO REMAIN. IN LARGE LETTERS MARK THE"ON"AND"OFF"HANDLE POSITIONS WITH 0 1-07�-- 20A 1P PERMANENT MARKER. 2 1-10:EXISTING PRIMARY FEEDER TO THE EXISTING TRANSFORMER(ROUTE ,^ en SPLICE AND CONDUIT TO BE VERIFIED BY ELECTRICAL CONTRACTOR) THE ELECTRICAL CONTRACTOR 20A 1P 3-04:PROVIDE 1.25"SCH.40 P.V.C.CONTAINING 3#4 CU&1#8 CU EGC SPLICE TO E-1 Y . SHALL INVESTIGATE PLACING THE THE EXISTING LOAD SIDE CONDUCTORS IN THE EXISTING TRANSFER SWITCH I) O E • 1-11:EXISTING SECONDARY FEEDER FROM THE EXISTING TRANSFORMER TO NEW PRIMARY TRANSFORMER C.B. 1-1-ffl WHERE THE PREVIOUS FEED WAS REMOVED. F� C ' THE EXISTING PANELBOARD(ROUTE AND CONDUIT TO BE VERIFIED BY IN THIS SPACE.CHECK TO SEE IF IT _ 20A 1P SOA 2P- 60A 3P F-� 0ELECTRICAL CONTRACTOR) WOULD INTERFERE OR BE PROVIDE 1 EXISTING 3-05:PROVIDE 1.25"SCH.40 P.V.C.CONTAINING 3#4 CU&1#8 CU EGC.FROM C.B. r�/ U INTERFERED WITH WHEN THE NEW 20A 1P I4-15 TO THE TRANSFORMER.PROVIDE FLEXIBLE P.V.C.COATED UOUIDTITE CONDUIT W NOTE:IT IS THE ELECTRICAL CONTRACTORS RESPONSIBIUTY TO VISIT THE TRANSFER SWITCH DOOR IS OPEN. SPLICE INTO AND OUT OF THE TRANSFORMER TO THE WIREWAY. SITE PRIOR TO BIDDING TO DETERMINE EVERY AND ALL OBSTACLES AND THIS LOCATION PREFERRED TO 60A 3P M a_ 2 as INTERFERENCES TO BE OVERCOME.ALL WORK WILL BE CONSIDERED AS ABOVE THE PANEL.IF THE C.B.CAN 3-06:PROVIDE 1.5"SCH.4D P.V.C.CONTAINING 4#2 CU&1#8 CU SEG FROM THE W • INCLUDED IN THE BID. BE PLACED HERE THE TIMECLOCK J- TRANSFORMER SECONDARY TO THE NEW PANEL MAIN C.B. U C7 EXISTING CONDITIONS SHALL BELOCATEDW.IERE (}061 3-07 U. 07 1 CONVENIENT - 3-07:THE EXISTING PANEL IS TO BE CONNECTED TO THE NEW PANEL. C C/) PARTIAL POWER DISTRIBUTION ONE LINE WIRING DIAGRAM • •. tn � NOT TO SCALE 3-08:PROVIDE 1.5"SCH.40 P.V.C.CONTAINING 4#4 CU&1#8 CU EGC AND CONNECT 7 - Y PROVIDE NEW NQOB PANEL BOARD AS TO THE LINE SIDE OF THE EXISTING 60A 3P MAIN C.B.CHECK THAT THE SAME AND SHOWN.REFER TO EQUIPMENT ONE PROPER ROTATION HAS BEEN/IS MAINTAINED. ZITS U Cl- LINE DIAGRAM FOR FURTHER DETAILS. es Q i O 3-09:RELOCATED TIMER/TIMECLOCK,REWIRE THE EXISTING CIRCUITS/WIRING, L Q) • ETC.AS IT PREVIOUSLY WAS WIRED. Cy 0 (/) CO REVISED CONDITIONS • PARTIAL POWER DISTRIBUTION ONE LINE WIRING DIAGRAM NOT TO SCALE I STING 15KV IC.+ 12-031- T SFOR R W INTERMEDIATE CONDITIONS PARTIAL POWER ONE LINE DIAGRAM NOTES: GENERAL ELECTRICAL NOTES: 1-09 2-05 2-01:EXISTING FEED TO THE 30A CLASS 600 VOLT C.B.TO BE REMOVED Qi, COMPLETELY.FEEDER IN THE TRANSFER SWITCH TO BE PREPARED FOR CONTRACTOR SHALL OBTAIN ALL PERMITS AND ARRANGE FOR ALL INSECTIONS. �( �( �( `,/ NEW FEEDER SPLICE. EXISTING WIREWAY / \ / ` WIRE SHALL BE COPPER TYPE THHN/THWN INSULATION. Q X X 2 pg� 2-02:EXISTING 30A CLASS 600V 3 POLE C.B.TRANSFORMER PRIMARY C.B. a 1-- 1 12 Dt l- X TO BE REMOVED. PROVIDE ACCURATE DIRECTORIES AT THE END OF THE PROJECT. f'j O 01 11-021X 2 07�X 2-03:EXISTING 15 KVA 480V TO 120208V 30 4W NEMA 3R SEALED Wx IY I 1 TRANSFORMER WALUCEILING MOUNTED TO BE REMOVED INCLUDING ' GROUNDING.PREPARE SPACE FOR NEW TRANSFORMER. NOTES MARY DUNN 1,2&3 ELECTRICAL: rTl 0 Z EXISTING EXISTING .3 EXISTING 4-01:EXISTING PANEL(MARY DUNN 1&2 ONLY):PROVIDE 4 NEW 20A 1P C.B.'S,TYPE TO MATCH EXISTING C.B.'S AND g Z 200A S.SW. TRANSFER 12-021- C PANEL 120208V 2-04:EXISTING TIMER/TIMECLOCK TO BE RELOCATED TO AN AREA , A.I.C.RATING IN EXISTING BLANK SPACES. rT 277/480V SWITCH 4 V 304W WHERE THERE IS ADEQUATE SPACE AND REWIRED TO THE EXISTING .t W o 30 4W - WIRING SYSTEM AS IT WAS.THE ELECTRICAL CONTRACTOR SHALL 4-02:PROVIDE.5"P.V.C.WITH 2#12 CU 8 1#12 CU EGC.PROVIDE ALL REQUIRED MATERIALS FOR A COMPLETE WIRING X DOCUMENT EXISTING WIRING AND EXTEND TO THE NEW LOCATION AS SYSTEM INCLUSIVE OF P.V.C.J.B.'S WHERE NECESSARY,COUPLINGS,CONNECTORS,ETC. ,- NECESSARY(THE WIREWAY MAY BE USED) 4-03:PROVIDE P.V.C.COATED LIQUIDTITE FLEXIBLE CONDUIT FOR CONNECTION BETWEEN DEVICES AND MOTORS I.-.1 Q EXISTING 2-05:EXISTING PRIMARY FEEDER TO THE EXISTING TRANSFORMER c c TIMECLOCK " (ROUTE AND CONDUIT TO BE VERIFIED BY ELECTRICAL CONTRACTOR)TO 4-04:PROVIDE 20A 1P EXTRA HARD USE SPECIFICATION GRADE MINIMUM 1 HP 12DVAC RATED SINGLE POLE SWITCH. I-I �/ G G BE REMOVED INCLUDING FLEX AND CONDUITS. MOUNT NEAR UNIT IN P.V.C.OUTLET BOX.LABEL AS.."UNIT HEATER SHUTOFF". 4-0 ti W CO (n X14-u) 1aol Si • 4-12 si u) / ` 2-06:EXISTING SECONDARY FEEDER FROM THE EXISTING TRANSFORMER 4-05:PROVIDE 20A NEMA 5-20R 2P 3W EXTRA HARD USE SPECIFICATION GRADE DUPLEX RECEPTACLE WITH PROPER + + • 4 14 • CO Z W (o Z TO THE EXISTING PANELBOARD(ROUTE AND CONDUIT TO BE VERIFIED BY PLATE FOR OUTLET MOUNTED TO.MOUNT WHERE INDICATED ON MECHANICAL DRAWINGS,IN P.V.C.OUTLET BOX m LIREI m r•l 05 Z 3 ELECTRICAL CONTRACTOR)TO BE REMOVED.REMOVE FLEX FROM EXISTING O 1-07 TRANSFORMER.CONDUIT FROM THE WIREWAY TO THE PANEL TO REMAIN 4-06:UNIT HEATER,LP FUELED,.33HP,120V,10.SEE MECHANICAL DRAWINGS FOR LOCATIONS. PANEL 4-021 31 F� 1� Cr) } SPLICE 4-07:PROVIDE FIREMATIC NEAR UNIT HEATER IN ACCORDANCE WITH CODES. I4-06I r+i IS CO = 2-07 REMOVE CONDUITS NO LONGER REQUIRED 4-08'.THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR,INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 20A 1P 4-02 • ®' PAWING nns • MOUNT ON P.V.C.OUTLET AT HEIGHT AND LOCATION SPECIFIED BY THE MECHANICAL ENGINEER. II11I Proposed Process NOTE:ALL REMOVED EQUIPMENT,WIRING,ETC.NOT SUITED FOR REUSE, P SHALL BE PROPERLY DISPOSED OF BY THE ELECTRICAL CONTRACTOR. 4-02 S7 4-1 ANY ITEMS SUITED FOR REUSE(TRANSFORMER/CB/ETC.)SHALL BE 4-09:SOLID STATE FAN SPEED CONTROL SWITCH FURNISHED BY MECHANICAL CONTRACTOR,INSTALLED AND WIRED 20A 1P I N14-041 &Details I TURNED OVER TO THE ONMER. BY ELECTRICAL CONTRACTOR.MOUNT ON P.V.C.OUTLET AT HEIGHT AND LOCATION SPECIFIED BY THE MECHANICAL ENGINEER. 4-02 20A\1P • 4-10:MOTORIZED DAMPER,FURNISHAED AND INSTALLED BY MECHANICAL CONTRACTOR,WIRED BY ELELCTRICAL 2SA IP ' g ®' NO.: Dore. COMMENTS, INTERMEDIATE CONDITIONS CONTRACTOR,TO OPERATE WHEN THERMOSTAT OPERATES TO TURN FAN"ON".SEE MECHANICAL DRAWINGS FOR 4-081 - - PARTIAL POWER DISTRIBUTION ONE LINE WIRING DIAGRAM LOCATIONWIRINGDIAGRAM. S1 o xis m 4-09 NOT TO SCALE 4-11:FRESH AIR FAN,SEE MECHANICAL DRAWINGS FOR LOCATION AND WIRING DIAGRAM.WIRED BY ELECTRICAL 4 4-03 3 CONTRACTOR. , 14-101- )S.1` '81 I 4-12:CEIUNG FANS(3 OR 4 BLADE,54"),SEE MECHANICAL DRAWINGS.FURNISHED BY MECHANICAL CONTRACTOR, xJ\/ Mum NO ROTES. INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.PROVIDE ALL REQUIRED MOUNTING ACCESSORIES. 14-041 pRP 4-13:PROVIDE.5"P.V.C.WITH 2#12 CU&1#12 CU EGC.PROVIDE ALL REQUIRED MATERIALS FOR A COMPLETE WRING SYSTEM INCLUSIVE OF P.V.C.J.B.'S WHERE NECESSARY,COUPLINGS,CONNECTORS,ETC. EQUIPMENT ONE LINE WIRING DIAGRAM 4-14:(MARY DUNN 3 ONLY):NEW PANEL BOARD,SEE MARY DUNN 3 POWER ONE LINE DIAGRAM REVISED CONDITIONS. NOT TO SCALE DIAGRAM 4-15:REMOVE SUB-FEED TO EXISTING 2P 50A CB IN EXISTING PANEL BOARD AND BRING INTO NEW PANEL BOARD. SY, PROJECT 4-16:INSTALL HAND HOLES TO REROUTE THE COMMUNICATIONS AT MARY DUNN#1 WATER FILTER SHELTER(SEE P-2). aR,sJJL 16125 INFO THE SIZE OF THE CONDUIT&WIRES TO BE VERIFIED ON SITE. NEW PANEL BOARD SHALL BE SQ D TYPE N00B,100 AMPS, VOLTS,DOOR IN DOOR TRIM,SURFACE MOUNTED WITH _ sseErrneo so-ia.is B o 100 AMP MCB AND 42 SPACES. PROVIDE 1-3P 60A CB,1-2P 50A CB AND 37 1-P 20A CBS. WIRE CIRCUITS AS SHOWN. Horsley Witten Group,Inc. Sustainable Environmental Solutions AT THE END OF THE PROJECT,RE-BALANCE THE CIRCUIT LOADS,AS REQUIRED,FOR PROPER LOAD BALANCE. ' www.hcrsleywltten.corrt 90 Route, �L+��6ar� REFER TO MECHANICAL DRAWINGS FOR LOCATIONS AND FURTHER DETAILS. Sandwich,MA 02563 ggC1`{\jj� 508-833-6600 voice 508-833-3150 fax