City of Frisco Engineering Standards

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2. Prior to start of construction; confirm the static water pressure in writing to Owner. If static pressure differs from pressure shown on drawings, do not start work until notified to do so, in writing, by the Owner. 1.04 REFERENCES: The following ASTM designations apply: A536 Ductile Iron Fittings D2241 Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR) D2672 Bell-End Poly (Vinyl Chloride) (PVC) Pipe D2464 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Threaded, Schedule 80 D2466 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Socket Type, Schedule 40 D2467 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Socket Type, Schedule 80 D2564 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings D2287 Flexible Poly Vinyl Chloride (PVC) Plastic Pipe F656 Poly Vinyl Chloride (PVC) Solvent Weld Primer C213 AWWA Dual Compression Gasket Seal Fittings D2855 Making Solvent - Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings F477 Ductile Iron Fitting Gaskets 1.05 SUBMITTALS A. Product Data: Submit seven (7) copies of manufacturer's specifications and literature for all specified materials. B. Project Record Documents: 1. Comply with Contract Documents and requirements. 2. Locate by written dimension, routing of mainline piping, remote control valves and quick coupling valves. Locate mainlines by single dimensions from permanent site features provided they run parallel to these elements. Locate valves, intermediate electrical connections, and quick couplers by two dimensions at approximately 70 degrees to each other provided they are within 50 feet of a permanent site feature. Valves, electrical connections and quick couplers beyond 50 feet must be located by triangulation using three dimensions from building corners, walk intersections or similar junctures. 3. When dimensioning is complete, transpose work to mylar reproducible tracings. Owner will provide tracings. 4. Submit completed tracings prior to final acceptance. Mark tracings "Record Prints Showing Significant Changes". Date and sign plans. 5. Provide three complete operation manuals and equipment brochures neatly bound in a hard back three-ring binder. Include any warranties and guarantees extended to the Contractor by the manufacturer of all equipment. Include seven (7) executed copies of “Guarantee for Landscape Irrigation System”. City of Frisco May 2012 Standard Technical Specification Irrigation System 328000-2
GUARANTEE FOR LANDSCAPE IRRIGATION SYSTEM We hereby guarantee that the landscape irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the plans and specifications, ordinary wear and tear and unusual abuse or neglect expected. We agree to repair or replace any defects in material or workmanship, which may develop, and to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense. We will pay the costs and charges therefore upon demand. This guarantee shall remain in effect for a period of two (2) years from the date of Final Completion, as determined by the Owner or the Owner’s Representative. PROJECT: LOCATION: SIGNED: COMPANY: ADDRESS: PHONE: ( ) - DATE OF ACCEPTANCE: / / City of Frisco May 2012 Standard Technical Specification Irrigation System 328000-3
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Engineering Standards The City of F
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Engineering Standards Table of Cont
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Engineering Standards SECTION 6 LAN
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Engineering Standards SECTION 1 - G
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Engineering Standards 1.03 Enforcem
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Engineering Standards C. Section 3
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Engineering Standards direct respon
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Engineering Standards D. Abandonmen
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Engineering Standards SECTION 2 - T
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Engineering Standards B. Roadway Ge
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Engineering Standards TABLE 2.1: Ge
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Engineering Standards Major Thoroug
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Engineering Standards TABLE 2.2: Mi
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Engineering Standards 5. Type A-A,
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Engineering Standards B. Roadway Ge
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Engineering Standards TABLE 2.1: Ge
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Engineering Standards Major Thoroug
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Engineering Standards TABLE 2.2: Mi
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Engineering Standards 5. Type A-A,
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Engineering Standards The ROW width
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Engineering Standards the approach
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Engineering Standards (600’) meas
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Engineering Standards b. A Type G r
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Engineering Standards c. Minimum st
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Engineering Standards Type A or B 1
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Engineering Standards Storage Lengt
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Engineering Standards D. Minimum De
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Engineering Standards Cross Street
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Engineering Standards 18' ROW 12' 1
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Engineering Standards I. Alley Grad
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Engineering Standards 9. Differenti
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Engineering Standards Criteria Driv
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Engineering Standards H. Driveways
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Engineering Standards 100' ROW 15'
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Engineering Standards thoroughfares
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Engineering Standards 46' - 0" 10'
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Engineering Standards B. Corner Vis
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Engineering Standards 4. Sight Line
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Engineering Standards 2.09 Traffic
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Engineering Standards 8. Street lig
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Engineering Standards E. The follow
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Engineering Standards the Director
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Engineering Standards Institute of
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Engineering Standards 2. The sectio
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Engineering Standards SECTION 3 - P
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Engineering Standards B. The subgra
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Engineering Standards 2. PVR-TxDOT
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Engineering Standards Section 3 - P
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Engineering Standards Table 3.1 - P
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Engineering Standards Section 4 - D
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Engineering Standards Table 4.2 She
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Engineering Standards 4. Coincident
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Engineering Standards Figure 1: Dow
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Engineering Standards 2. The City r
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Engineering Standards S n S e = Roa
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Engineering Standards 4. An emergen
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Engineering Standards F. The Inlet
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Engineering Standards • Column 37
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Engineering Standards 2. Laterals s
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Engineering Standards FIGURE 3 Stor
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Engineering Standards • Column 18
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Engineering Standards facility as p
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Engineering Standards Water feature
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Engineering Standards B. Supercriti
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Engineering Standards Section 4 - D
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Engineering Standards 4.12 Hydrauli
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Engineering Standards B. A Downstre
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Engineering Standards submittal as
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Engineering Standards Detention/Ret
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Engineering Standards SECTION 5 - W
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Engineering Standards 5.1.3 Separat
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Engineering Standards 3. PVC water
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Engineering Standards F. Fire hydra
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Engineering Standards 5.2 Wastewate
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Engineering Standards Under each sc
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Engineering Standards G. All mains
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Engineering Standards J. Pumps shal
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Engineering Standards 5.4 Easements
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Engineering Standards 3. Tunneling
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Engineering Standards Conditions Re
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Engineering Standards Section 6 - L
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Engineering Standards FIGURE 6.2: C
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Engineering Standards Section 7 - I
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Engineering Standards SECTION 8 - E
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Engineering Standards 8.03 Texas Co
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Engineering Standards C. Temporary
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Engineering Standards SECTION 9 - S
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Engineering Standards protection ag
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Engineering Standards c. Major stre
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Engineering Standards 1. Height. An
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Engineering Standards 1. Geometry (
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Engineering Standards b. Cast-in-pl
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Engineering Standards 13. E. Gravit
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Engineering Standards SECTION 10 -
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Engineering Standards The City requ
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Engineering Standards GN - General
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Engineering Standards verified to m
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Engineering Standards General Notes
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TS TECHNICAL SPECIFICATIONS TS - Te
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321123 Sand Bedding May 2012 321126
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SECTION 015813 PROJECT SIGN PART 1
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SECTION 017416 DUST CONTROL PART 1
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PART 2 - PRODUCTS Not used PART 3 -
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SECTION 032200 WELDED WIRE FABRIC P
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SECTION 033101 DRILLED SHAFT FOUNDA
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PART 1 - GENERAL 1.01 DESCRIPTION S
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SECTION 034100 CONCRETE STRUCTURES
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SECTION 071300 MOISTURE BARRIER PAR
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approved by the city. In any case,
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E. The service enclosure shall be m
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C. The assembly will contain either
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SECTION 265620 LUMINAIRE FIXTURE PA
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SECTION 270500 CONDUIT PART 1 - GEN
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Page 245 and 246: Minimum passing 3/4" sieve: Minimum
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Page 281 and 282: 2.03 PIPE FITTINGS: A. PVC Sch. 40,
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Page 289 and 290: SECTION 329119 TOPSOIL PART 1 - GEN
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Page 299 and 300: 3.09 CLEANUP All excess soil, soil
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Page 303 and 304: SECTION 330131 WASTEWATER AND MANHO
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SECTION 331240 POLYETHYLENE ENCASEM
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E. All residential wastewater later
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PART 3 - EXECUTION 3.01 CONSTRUCTIO
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C. Appurtenances shall be construct
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E. No connecting wastewater main sh
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PART 4 - MEASUREMENT AND PAYMENT 4.
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D. Manholes deeper that fifteen fee
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SECTION 334113 REINFORCED CONCRETE
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SECTION 334200 REINFORCED BOX CULVE
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SECTION 334914 HEADWALLS AND WINGWA
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C. All traffic signal mast arm pole
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SECTION 344135 GROUND BOX PART 1 -
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SECTION 344140 TEMPORARY TRAFFIC SI
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F. If, at any time during construct
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AM APPROVED MATERIALS LIST AM - App
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City of Frisco Approved Materials L
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Common Name Dwarf Crape Myrtle City
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SD STANDARD CONSTRUCTION DETAILS SD
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D05 Recessed Curb Inlet - Sheet 2 o
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City Logo (See Note #1) City of Fri
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STANDARD CONSTRUCTION DETAIL THOROU
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STANDARD CONSTRUCTION DETAIL EXISTI
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OPTION 1 OPTION 2 STANDARD CONSTRUC
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STREET HEADER AT EXISTING PAVEMENT
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PLAN SECTION A-A SECTION B-B STANDA
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PLAN SECTION A-A STANDARD CONSTRUCT
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PLAN SECTION A-A STANDARD CONSTRUCT
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PLAN SECTION A-A SECTION B-B JOINT
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OPPOSING TRAFFIC GORE DETAIL NEUTRA
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TYPICAL INSTALLATION STANDARD CONST
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STANDARD CONSTRUCTION DETAIL STREET
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PLAN PROFILE STANDARD CONSTRUCTION
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PLAN PROFILE STANDARD CONSTRUCTION
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INLET SECTION FOR RECESSED AND STAN
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CLASS "B" STANDARD CONSTRUCTION DET
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CLASS "B-1" STANDARD CONSTRUCTION D
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CLASS "G" STANDARD CONSTRUCTION DET
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STANDARD CONSTRUCTION DETAIL INFILT
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PLAN SECTION X-X STANDARD CONSTRUCT
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STANDARD CONSTRUCTION DETAIL HORIZO
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STANDARD CONSTRUCTION DETAIL THRUST
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STANDARD CONSTRUCTION DETAIL BUTTER
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” ” ” STANDARD CONSTRUCTION D
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STANDARD CONSTRUCTION DETAILS FIRE
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STANDARD CONSTRUCTION DETAIL RESIDE
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PLAN VIEW SECTION STANDARD CONSTRUC
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PLAN VIEW SECTION STANDARD CONSTRUC
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ELEVATION FIELD INSTALLATION DETAIL
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STANDARD CONSTRUCTION DETAIL PRECAS
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STANDARD CONSTRUCTION DETAIL VENTED
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STANDARD CONSTRUCTION DETAIL MANHOL
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PLAN VIEW INSTALLATION AND REMOVAL
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PROFILE VIEW SECTION X-X STANDARD C
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ELEVATION FIELD INSTALLATION DETAIL
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PLAN SECTION STANDARD CONSTRUCTION
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PLAN SECTION STANDARD CONSTRUCTION
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STANDARD CONSTRUCTION DETAIL CONCRE
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Engineering Standards APPENDIX A DE
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Engineering Standards Equal: Materi
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Engineering Standards LF LL LLDPE L
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City of Frisco Engineering Standards

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