City of Frisco Engineering Standards

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acceptable results are achieved. The automatic irrigation system will be available for the Contractor’s use. Any other water equipment deemed necessary by the Contractor will be provided by the Contractor at his expense. A. Watering: Use the automatic irrigation system to apply at least one-half (1/2”) inch of water over the entire planted area every three (3) days. Contractor shall water thoroughly and infrequently once grass is established to encourage deep root growth. B. Mowing: Once grass is established the planted area shall be mowed at least once a week during the growing season. Grass shall be mowed to a height of one (1”) inch and shall not exceed four inches (4”) in height. Mowing during dormant season will be done as necessary. C. Weed Control: No sooner than 45 days after grass has germinated any weed growth shall be arrested by applying MSMA broadcasted over the entire planted area. Additional applications of MSMA will be required to eliminate weed growth that continues to grow after the initial application. MSMA will only be used during the growing season. All weed growth during the dormant season will be controlled with spot applications of “Round-Up.” “Round- Up” will not be used until the grass is totally dormant. 3.08 GRADING: All grading and placing of topsoil on any given area will be done prior to the beginning of this work. It will be the Contractor’s responsibility to maintain the existing grades and leave them in a true and even condition after planting turfgrass. Finish condition of turfgrass will be such that sod sits flush with paving (topsoil 1” below paving) and such that drainage grades and swales function and to not trap drainage on the paving. 3.09 EROSION CONTROL: Throughout the project and the maintenance period for turfgrass, it is the Contractor’s responsibility to maintain the topsoil in place at specified grades. Topsoil and turfgrass losses due to erosion will be replaced by the Contractor until establishment and acceptance is achieved. 3.10 CLEAN UP: This Contractor shall remove any excess material or debris brought onto the site or unearthed as a result of his turfgrass operations. 3.11 GUARANTEE: This Contractor shall guarantee all materials used for this work to be the type, quality, and quantity specified. PART 4 –MEASUREMENT AND PAYMENT 4.01 MEASUREMENT AND PAYMENT A. Measurement and Payment shall be specified in the Contract Documents. END OF SECTION City of Frisco May 2012 Standard Technical Specification Turfgrass Planting 329223-5
SECTION 329300 TREE, SHRUB, AND GROUNDCOVER PLANTING PART 1 - GENERAL 1.01 DESCRIPTION A. This work includes all final fine grading and minor leveling of planting areas, soil preparation, and planting. Furnish all labor, materials, equipment and services required as herein specified and indicated on the drawings. Refer to planting details on plans. NOTE: Plant beds to be left 1” below adjacent paving and slabs after settling. 1.02 RELATED SECTIONS A. Section 024100 - General Site Preparation B. Section 328000 - Irrigation System C. Section 329113 - Fertilizer PART 2 – PRODUCTS 2.01 TOPSOIL A. All planting bed topsoil shall be soil/compost mix as produced by Living Earth Technology Co. , Dallas, Texas, or approved equal. B. Submittal: Submit 1 gallon samples to Owner for Approval. C. Existing topsoil may be used or amended if it meets the requirements for imported soil and is approved by the landscape architect. Provide a minimum of one soil sample with accompanying soil test report for each topsoil type found on the site. 2.02 COMMERCIAL FERTILIZER A. Shall be organic base fertilizer containing the following minimum percentages of available plant nourishment, by weight 5-10-5 (N-P-K), mixed nitrogen, not less than fifty (50%) percent from an organic source and trace elements, Wacco brand or approved equal. Any fertilizer which becomes caked or otherwise damaged, making it unsuitable for use, will not be accepted. B. Commercial fertilizer shall be a complete organic fertilizer, part of the element of which is derived from organic sources. It shall be the type percentages and applied at the rate specified in the soil analysis. Fertilizer shall be delivered mixed as specified in standard size bags, showing weight, analysis, and name of manufacturer, and shall be stored in a weatherproof storage place, and in such a manner that it will be kept dry and its effectiveness will not be impaired. C. Submittal: Submit labels to Owner for Approval. City of Frisco May 2012 Standard Technical Specification Tree, Shrub, and Groundcover Planting 329300-1
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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 5. Type A-A,
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Engineering Standards B. Roadway Ge
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Engineering Standards Major Thoroug
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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 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 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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PART 4 - MEASUREMENT AND PAYMENT 4.
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4.02 PAYMENT the revised quantity.
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SECTION 312323 SELECT FILL PART 1 -
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4.02 PAYMENT by the Contractor, the
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PART 3 - EXECUTION 3.01 INSTALLATIO
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SECTION 313600 GABIONS AND GABION M
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SECTION 321112 MOISTURE TREATED SUB
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SECTION 321113 LIME TREATMENT PART
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Page 263 and 264: 4.02 PAYMENT A. All work performed
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Page 275 and 276: 3.03 WARRANTY REQUIREMENTS A. Each
Page 277 and 278: SECTION 328000 IRRIGATION SYSTEM PA
Page 279 and 280: GUARANTEE FOR LANDSCAPE IRRIGATION
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
Page 301 and 302: SECTION 329600 REMOVAL, PROTECTION
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Page 329 and 330: SECTION 331240 POLYETHYLENE ENCASEM
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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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PART 1 - GENERAL 1.01 DESCRIPTION S
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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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