WORK PLANS - Laserfiche WebLink

Home Browse Search

0 IRRIGATION SYSTEM - AUTOMATIC G. GALVANIZED PIPE O. CONTROLLERS AND WIRING 9. Rubber Ring Seal Joint: T. MATERIALS TO BE FURNISHED AN All�IL AV '"Ib-IIIIII. M F -f/Yi r�i i_ � A. GENERAL I . Galvanized steel pipe, where indicated on the drawings, shall be ASA I . Controller shall be of the type and manufacturer as indicated in the a. Use factor -made male end or prepare field-cut male end to exact I . Contractor shall furnish the Owner the followin materials at the end of `�� ' = 91�� Y p p 9 ��'�� = Schedule 40 mild steel screwed pipe. Fittings shall be medium galvanized Irrigation Legend on the drawings, or approved equal. Contractor shall specifications of factory-made end. construction, prior to the Post-Installation Maintenance Period: N11111111111411 I-EL""111111110 I . Contractor shall provide all labor, materials, and equipment necessary screwed beaded malleable iron. install controller as indicated in the details on the drawings and in �®1® _ to furnish and install the irrigation system as indicated on the drawings accordance with manufacturer's recommendations. b. Carefully clean bell or coupling and insert rubber ring without lubricant. Two (2) sets of special tools required for removing, disassembling and �o ((( D �� and as specified herein. 2. All galvanized pipe and fittings installed below grade shall be painted Position ring carefully according to manufacturers recommendations. adjusting each type of sprinkler and valve supplied on the project. o �� //&Zwith two (2) coats of Koppers #50 BltUmastIC, or approved equal. Pipes 2. Connections between the controller and the remote control valves Two (2) five foot (5') valve keys for operating isolation valves. N % 2. Coordinate the installation of all irrigation materials with the may be wrapped with an approved asphaltic tape. shall be made with direct burial soled copper wire. Control wire shall be c. Lubricate male end according to manufacturers recommendations and Two (2) keys for each controller. qVI If 11111, construction of site amenities and planting. #14 AWG, Type U.f., G00 volt. Common wire shall be #12 AWG. Wire insert male end to specified depth. Use hands only when Inserting PVC One ( I ) quick coupler key and matching hose swivels for each quick F © shall be PVC insulated of single conductor type, underground feeder pipe. coupler valve Installed. 2017 STARBUCKS COFFEE COMPANY 3. All work on the irrigation system, including hydrostatic, cable, U.L. approved. • One (I ) set each approved as-built and record drawings. coverage, and operational tests and the backfilling and H. UVR-PVC PIPE d. Thrust blocks shall be provided where necessary to resist system • Two (2) sets each approved controller charts. STARBUCKS COFFEE compaction of trenches shall be performed before 3. As practical, pilot wires shall be a different color for each valve. pressure on ring-tite pipe and fittings. Blocks shall be concrete and the planting operations. I . UVR-PVC pipe, where Indicated on the drawings, shall be ultra-violet Common wires shall be white with a different color stripe for each size shall be based on an average soil safe bearing load of 1 000 pounds U. AS-BUILT AND RECORD DRAWINGS COMPANY resistant, Schedule 40 PVC pipe. Fittings shall be UVR-PVC fittings. automatic controller. per square foot. 2401 UTAH AVENUE SOUTH 4. Drawings are diagrammatic and shall be adjusted as necessary to I . Contractor shall maintain and keep up to date one (I ) set of bluelines SEATTLE, WASHINGTON 98134 conform to actual field conditions. Costs Incurred due to any adjustment 4. Wire shall be buried a minimum of eighteen Inches ( 18") In depth and e. Form thrust blocks in such a manner that concrete comes in contact showing the "as-built" location of major features of the project and (206) 318-1575 for coverage, Including those requested by the Owner relative to the I. BACKFLOW PREVENTION UNIT whenever possible shall occupy the same trench as the mainline; bundled only with the fittings. Thrust blocks shall be between solid 5011 and the Indicating changes that may occur during Installation. location of irrigation heads as shown on the drawings shall be the and Secured to irrigation pipelines at ten foot ( 1 0') Intervals with plastic fitting. THESE DRAWINGS AND SPECIFICATIONS ARE 1 . Backflow prevention unit Shall be factor a55embled and Shall be a5 2. Prior to acceptance of the work Contractor shall furnlsh the Owner CONFIDENTIAL AND SHALL REMAIN THE SOLE responsibility of the Contractor. p Y electrical tape, providing sufficlent slack for expansion and contraction. p PROPERTY OF STARBUCKS CORPORATION, 0o indicated in the Irrigation Legend on the drawings, or approved equal. 10. Irrigation Imes and control wiring shall be Installed under paving in with one ( I ) set of reproducible transparencles as the Record Set WHICH IS THE OWNER OF THE COPYRIGHT IN N 5. Point of connection (P.O.C.) and operating pressure (P.5.1.) shall be as Contractor shall Install backflow prevention unit as Indicated In the details 5. Wire for slope systems shall be Installed in a UVR PVC sleeve laid separate PVC Schedule 40 sleeves. Sleeves shall be Installed with the showing the as-built data, of a quality satisfactory to the Owner. Transfer THIS WORK. THEY SHALL NOT BE QI indicated on the drawin s. Contractor shall vers the location and size of on the drawings and in accordance with manufacturer's recommendation. adjacent to the on- rade 1 es. covera e de the ass ecified herein. as-build data in ink (no ball point en) and eradicate outdated Items. REPRODUCED IN WHOLE OR IN PART), SHARED 9 verify J 9 p p 9 p p p p ( ) water source, PSI, and electrical supply prior to commencing Installation. WITH THIRD PARTIES OR USED IN ANY MANNER C:) In case of discrepancy, Contractor shall Immediately notify the Owner. G. Provide a Separate ground wire for each controller. I I . Piping under existing pavement may be installed byjacking, boring or 3. Dimension from two (2) permanent points of reference (buildings, ON OTHER PROJECTS OR EXTENSIONS TO THIS of PROJECT WITHOUT THE PRIOR WRITTEN I. BACKFLOW PREVENTION UNIT hydraulic driving, except that no hydraulic driving will be permitted under monuments, sidewalks, curbs, pavement) the location of the following CONSENT OF STARBUCKS CORPORATION. Q7. An expansion curl shall be provided within three feet (3') of each wire asphaltic concrete pavement. Where cutting or breaking of exlsting Items: THESE DRAWINGS AND SPECIFICATIONS ARE c� I . Backflow prevention unit shall be factory assembled and shall be as connection and change of direction, and at least every 100 feet of wire pavement is necessary, obtain permission from the Owner before cutting INTENDED TO EXPRESS DESIGN INTENT FOR A > B. QUALITY ASSURANCE Indicated In the Irrigation Legend on the drawings, or approved equal. length on longer runs. or breaking pavement and then make all necessary repairs and Point of connection to existing water lines. PROTOTYPICAL STARBUCKS STORE (WHICH IS 06 Contractor shall install backflow prevention unit a5 indicated in the details replacements to the Satisfaction of the Owner, and at no additional cost Point of connection to existing electrical power. SUBJECT TO CHANGE AT ANYTIME)AND DO U_ I . All local and state laws, rules and regulations governing or relating to on the drawings and In accordance with manufacturer's recommendation. 8. All splices shall be made with Scotch-Lok #3576 Connector Sealing to the Owner. : Irrigation valves. NOT REFLECT ACTUAL SITE CONDITIONS. an portion of the Irri ation s stem are hereby incorporated into and made Routin of irri ation ressure lines dimensions, maximum 1 00 alon NEITHER PARTY SHALL HAVE ANY OBLIGATION c� Y p 9 Y Y p Packs, Rain Bird Pen-Tite, Sears DS-400 wire connectors, 3M DBY wire g g p ( g NOR LIABILITY TO THE OTHER (EXCEPT STATED n a part of these specifications. However, If these specifications call for or J. VALVE BOXES sealing packs, or approved equal. Use one (I ) splice per connector 12. All Imes shall have a minimum horizontal clearance of six inches (G") route). ABOVE) UNTIL A WRITTEN AGREEMENT IS C:) materials, workmanship or construction of a better quality, higher sealing pack. Wire splices shall be located in pull boxes set one Inch ( I ) from each other and from Imes of other trades. Parallel lines shall not be Remote control valves. FULLY EXECUTED BY BOTH PARTIES. standard or larger size than Is required by the above rules, regulations or I . Gate valves and remote control valves, except for anti-siphon valves, above finlsh grade. installed directly over one another. Quick coupling valves. requirements, these specifications and the drawings shall take shall be Installed below grade as Indicated in the details on the drawings, Other related equipment a5 requested by the Owner. X ARCHITECT OF RECORD co precedence. In lockable valve boxes manufactured by Brooks, Fraser, Ametek, or 9. Field splices between the controller and remote control valves will not 13. Provide the following minimum coverage (where Imes occur under UI approved equal. be permitted. paved areas, these coverage depths shall be considered below subgrade): 4. Contractor shall submit As-built/Record Drawings to Owner for review mcg architecture 2. In the event any equipment or methods Indicated on the drawings or prior to completing Controller Charts. o �> ._ � specified herein conflict with applicable regulations, Contractor shall 2. Valve box lids shall be green in color. Gate valves shall be identified 10. Install a spare control wire of a different color along entire mainline. Pressure mainline 24" o Immediately notify the Owner or Landscape Architect In writing prior to by Stamping "GV" on the valve box cover. Remote control valves Shall be Loop thirty-six inches (3G") excess wire Into each single box and into one Non-pressure lateral lines 12" V. CONTROLLER CHARTS N Installation. In case of discrepancy, Contractor shall immediately notify the Identified by stamping "RCV" and station number on the valve box cover. valve box in each group of valves. Control wiring 18" U 0o Owner. R. ADJUSTING AND TESTING THE SYSTEM I . Contractor shall provide two (2) controller charts for each controller 3. Valve boxes shall be set one inch (I ") above finish grade, with valves supplled. The controller charts shall show the area controlled and shall be 15635 Alton Parkway, Suite 100, Irvine,CA 92618 Nthe maximum size which the controller door will allow. The controller P:949.553.1117 F:949.474.7056 I 3. Due to the scale of the drawings, It is not possible to indicate all set at sufficient depth to provide appropriate clearance between the P. IRRIGATION HEADS I . Contractor shall furnish all equipment, materials and labor to conduct n offsets, fittin 5, Sleeves, and related other equipment, which ma be cover and valve. charts shall be a photographic print with a different color indicating the U 9Y pipeline pressure tests, coverage tests and operational tests. All tests area of covera e for each station. When completed and approved, the LANDSCAPE required. Contractor shall carefully Investigate the structural and finished I . Irrigation heads shall be of the manufacturer, size, type, and rate of shall be made In the resence of the Owner prior to lantin o erations. g p pp o p p p g p controller charts shall be hermetical) sealed between two (2) feces of ARCHITECT STAMP �PNDSCgp,4. 0 conditions affecting the work and install a complete irrigatlon system within precipitation with the diameter (or rad1U5) of throw, pressure, and Trenches shall not be backfilled until the pipeline pre55ure tests have been Y p o 5 w rR �p the intent of the drawings and specifications. K. ISOLATION VALVES dischar e ass ecified In the Irri ation Le end on the drawin s, or transparent plastic, each being a minimum of twenty (20) mils thick. �� 9 p 9 9 9 performed to the satisfaction of the Owner. N approved equal, and Installed as Indicated in the details on the drawings 0' 224 0 Ii 4. Manufacturer's warranties shall not relieve the Contractor of liability I . Isolation valves (ball) shall be as indicated In the Irri ation Le end on and in accordance with manufacturer's recommendations. W. OPERATION AND MAINTENANCE MANUALS Exp. 10/31/20 m 9 9 2. After completion of pipeline assembly, prior to installation of terminal under the provisions for guarantees. the drawings, or approved equal. Contractor shall install Isolation valves fittin s, includln but not limited to remote control valves and quick g g q I . Prepare and deliver four (4) Individually bound copies of the Operation as indicated In the details on the drawings and in accordance with 2. Riser units shall be oriented perpendicular to the finish grade with coupler valves, entire s stem shall be thorou hl flushed to remove dirt, s manufacturer's recommendation. nI les of the same size as the riser o enin In the irri atlon head. p Y g y and Maintenance Manual to the Owner at least ten (1 0) calendar days qTF OF-CAU�Fo��\P pp p 9 9 Scale or other deleterious material. prior to acceptance of the work. The Manual shall Include descriptive U) C. MATERIALS LIST 2. The operating unit shall be line-sized and have any arrow cast in the 3. Spacing of heads shall not exceed the maximum shown on the drawings 3. With open ends Capped, prior to m5tallin valves, test ressure 51_1 I material of equipment installed and shall be in sufficient detail for metal indicating the direction of opening. Valve shall conform to American and in no case exceed the maximums acro recommended b the p pp p g pppY maintenance personnel to understand, operate and maintain all equipment. p 9 Y Imes for six (G) hours at 150 PSI. Center load PVC pipe with a small Each complete, bound manual shall include the following: CHARLES I . Within fifteen (1 5) calendar days after award of Contract and prior to Water Works Standards. manufacturer. amount of backfill to prevent arching and whipping under pressure. TROWBRIDGE Installation, the Contractor shall submit to the Owner a 115t of materials Q. INSTALLATION • Index sheets stating Contractor's address and telephone number, list of AND ASSOCIATES Includin the manufacturer, descri tion, model number and Installation data. 3. Isolation valves shall be designed to permit dismantling to replace 4. Contractor Shall be responsible for correcting any portlon5 of the work 17901 ROMELLE AVENUE U g p equipment with names and addresses of local manufacturers • SANTA ANA,CA.92705 sealing components without removal of the valve body from the y ( g Inspectlons;pipeline. twenty four 24) hours in advance for the followin PH(714)532-3663 FAX(714)532-3667 M I . Pipe shall be cuts Uare and the ends reamed out to the full Inside representatives. chas2xtaegmall.com 2. Equipment or materials installed or furnished without prior acceptance diameter of the pipe and thorou hl cleaned of dirt, dust and moisture Catalog and parts sheets on all material and equipment Installed. LANDSCAPE ARCHITECTURE LIC.#2242 L may be rejected and such materials removed from the site at the 4. Isolation valves shall be installed with operating nuts. p p g Y system layout y J before Installation. Guarantee statement. Q Contractor's ex ense. pressure pipeline tests w N p • Complete operating and maintenance instructions. 0 2. PVC pipe shall be protected from tool damage during assembly, coverage tests L. QUICK COUPLING VALVES • operational tests (prior to commencing planting operations) X. GUARANTEE J Plastic pipe which has been nicked, scarred or damaged shall be removed ^ N Z Z D. PRODUCT DELIVERY, STORAGE AND HANDLING and replaced at the Contractor's expense. 11 Q I . Quick coupling valves shall be as indicated In the Irrigation Legend on 5. Coverage test shall demonstrate that each station area is balanced to I . Contractor shall guarantee all materials and equipment for one (I ) year Q w U the drawings, or approved equal. Contractor shall Install quick coupler provide uniform and adequate coverage. from the date of acceptance of the work. Should an trouble develop > O I I . Contractor shall exercise care in handling, loading, unloading and 3. PVC solvent-weld joints shall be made In accordance with ASTM p Y p C: valves as Indicated in the details on the drawings and In accordance with within the times ecified due to Inferior or fault materials or workmanshl p storing of Irrigation materials and equipment. manufacturer's recommendations, with a molded vinyl or thermo IaStic D-2855. Pipe shall not be exposed to water for twenty-four (24) hours G. Operational test Shall demonstrate the performance and operation of p Y p� Q Q p p p the Contractor shall be res on51ble for costs incurred due to repair and � y p after solvent-weld joints are completed. p p ,�x cn U U rubber locking yellow cover. Coupler keys and hose e115 Shall be of the all components of the controller system. Remote control valves shall be replacement. W C0 _ o same manufacturer as the valve. properly balanced, heads adjusted for coverage and system shall be LU LL z 4. Trenches shall be of open vertical construction to appropriate depths LU � _ I E. PLASTIC PIPE workable, clean and efficient. 2. Sample Guarantee to be provided to Owner: �./ as indicated on the drawings and specified herein. PVC pipe shall be laid p p Q _ U on native grade or certified compacted Subgrade, free of rocks or z Q CZ I . Plastic pipe, where Indicated on the drawings, shall be Injection M. ANTI-DRAIN VALVES 7. Contractor shall be responslble for correcting any portions of the work GUARANTEE FOR IRRIGATION SYSTEM � Q sharp-edged objects and snaked from side to side in the trench to allow H - � 0- molded; rigid; unplasticized polyvinyl chloride (PVC); NSF approved; of that are not properly installed and retested until Installation has been U ' ` U 06 for expansion and contraction. `J hI h tenslle stren th, chemical resistant and Impact stren th; and I . Where Indicated on the drawings, and as needed for field conditions, accepted by the Owner. We hereby uarantee that the Irri ation s stem furnished and Installed is LIJ LU O O � 9 9 p 9 Y9 9 Y � � depending on class and grade, conform to ASTM 224 1 or ASTM anti-drain valves shall be as Indicated in the Irrigation Legend on the free from defects in materials and workmanship and the work has been O Q O D- 1785. 5. Teflon tape shall be used on all threaded PVC to PVC and on all 5. BACKFILLING 0 CO CZ drawings, or approved equal. Anti-drain valves shall be Ilne-sized and completed in accordance with the contract documents, ordinary wear and installed on the riser directly under the irrigation heads In accordance with threaded PVC to metal joints. tear and unusual abuse, or neglect excepted. We agree to repair or a 0 2. Fittings and couplings shall be threaded PVC Schedule 80 conforming manufacturer's recommendations. I . Backfill material shall be free from large clods, stones, and other replace any defects in material or workmanship which may develop during I` G. Brass pipe and fittings shall be assembled using Teflon dope, applied objectionable materials, exceedin three Inches 3" In diameter. STORE #: 5470 � to ASTM D-2464; or slip-fitting, tapered socket, solvent-weld type, PVC to the male threads only. J g ( ) the period of one (I ) year from date of acceptance and also to repair or Schedule 40 conforming to ASTM D-24GG or PVC Schedule 80 N. REMOTE CONTROL VALVES replace any damage resulting from the repairing or replacing of such PROJECT #: 03030-052 conformin to ASTM D-2467. 2. Trenches located under areas where paving or concrete will be m g defects at no additional cost to the Owner. We shall make such repairs or PROFILE TYPE: CORE � 7. Galvanized pipe threads shall be cut with clean, sharp dies, conforming installed shall be backfilled with a six Inch (G") layer of sand below the pipe I . Remote control valves shall be solenoid activated, of the type, to American Standards Association S eclflcation. Male pipe threads shall replacements within a reasonable time after receipt of written notice from 3. Solvent cement and rimer for rI id PVC solvent-weld pipe, and fittin s p p p and three Inches (3") above the pipe, and compacted In accordance with ISSUE DATE: CHECKSET 2-10-20 CY) p g p p g manufacturer and size as indicated In the Irrigation Legend on the be coated with a non-toxic, non-hardenin non-corrosive joint compound. the Owner. We authorize the Owner to proceed to have said repairs or � shall be of commercial quality, IAPMO approved, conforming to ASTM drawings, or approved equal. Contractor shall Install remote control g' J p the requirements of the Earthwork Section. replacements made at our expense and we will pay the costs and charges PROGRAM MANAGER: M.DREBIKA D-2564. valves as Indicated in the details on the drawings and In accordance with 8. Galvanized pipe or ultra-violet resistant (UVR) PVC installed on grade therefore upon demand. STO®DESIGNER: M.DREBIKA manufacturer's recommendations. shall be anchored at intervals not to exceed ten feet ( I 0'), with #4 rebar, LEED AP: N/A m with a "J" hooked radius. PROJECT: CHECKED BY: A.FELDMAN MCG PROJECT#: 18531 LOCATION: MCG PROJ. MANAGER: C.LEE MCG PROJ. SPECIALIST: S.PARK 0 Signed: Q) 0 Contractor Revision Schedule 00 Address: Rev Date By Description 0 N 73 Q SHEET TITLE: Ln O SPECIFICATIONS SCALE: AS SHOWN 0 C14 SHEET NUMBER: N c7 N LS-2