Preliminary Utility PlansCONSTRUCTION PLANS
FOR
PARK WEST CROSSING PHASE II
BUILDING F TENANT IMPROVEMENTS
Lot 3 Block A
PARK WEST CROSSING
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0 MEN0 HALFF®R
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
AVO 33833
FEBRUARY 2018
PRELIMINARY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
SHEET INDEX
SHEET NO.
DESCRIPTION
C0.01
SITE PLAN
C0.04
GENERAL NOTES
C0.05
SURVEY CONTROL PLAN
C1.01
DEMOLITION PLAN
C1.02
PAVING PLAN
C2.01
GRADING PLAN
C3.00
DRAINAGE AREA MAP
C5.01
EROSION CONTROL PLAN
L1.01
LANDSCAPING PLAN
ENGINEER
HALFF ASSOCIATES, INC.
1201 NORTH BOWSER ROAD
RICHARDSON, TX. 75081
CONTACT: J. HUNTER STARKEY, P.E.
EMAIL: HSTARKEY@HALFF.COM
TEL: (214) 346-6200
FAX: (214) 739-0095
TBPE FIRM# F-312
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GENERAL NOTES: GRADING NOTES: EROSION CONTROL NOTES: [No SWP31 0
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1. Contractor is responsible for, and must obtain prior to construction, all necessary construction permits 1. All site work details shall be done in accordance with the Standard Details of the City of Coppell and 1. The Contractor is responsible for preparing and implementing a Storm Water Pollution Prevention Plan Q
required by the City of Coppell. conform to the requirements of the plans and contract documents. (SWP3) in accordance with TCEQ Texas Pollutant Discharge Elimination System (TPDES) Permit No. J Q
TXR150000 (PERMIT). The details shown on this sheet represent typical methods for controlling erosion IJ 0
2. The Contractor shall abide by all applicable federal, state, and local laws governing excavation. The 2. The Contractor shall administer sprinklers for dust control, earthwork, or base construction as required or during construction and are intended for the Contractor's guidance in preparing his Storm Water Pollution LJ
Contractor shall provide detailed plans and specifications for trench safety systems that comply with as directed by the Engineer in accordance with the City of Coppell Standards. Prevention Plan. The Contractor's plan shall comply with the PERMIT and Federal, State and local M U
applicable laws governing excavation. These plans shall be sealed by an Engineer experienced in the W
requirements. The Contractors plan shall include, but not be limited to, preparation and submittal of a W
design of trench safety systems and licensed by the State of Texas. Submit plan to the Owner prior to 3. Contractors work shall include pavement removal and disposal required for new walk, drive, curb, gutter, Notice of Intent (NOI) to the TCEQ if the project is 5 acres or larger, and preparation of all plans and Z
commencing work. The Contractor shall be solely responsible for all aspects of work related to and other grading features. Contractor shall be responsible for all coordination, inspection, and testing documentation as required by the PERMIT.
excavation. required by the Owner and/or the City of Coppell.
3. Existing utility locations shown are taken from available records provided by the utility Owner and field 4. All sidewalks shall maintain a maximum 2% cross slope with a maximum 5% longitudinal slope. 2. The Contractor shall be responsible for maintaining erosion control measures during construction and for �'�/ Z
obtaining any required construction related drainage permits, or making any construction related L•�
locations of surface appurtenances. Locations shown are generally schematic in nature and may not 5. 4:1 Horizontal:Vertical is the maximum allowable slope within the earthen areas. notifications. An inspection report that summarizes inspection activities and implementation of the SWP3
accurately reflect the size and location of each particular utility. Some utility lines may not be shown. shall be performed as required by the PERMIT and retained by the Contractor and made a part of the UJ
Contractor shall assume responsibility for actual field location and protection of existing facilities whether 6. All areas within the project limits shall be cleared of all stumps, roots, debris, and any above surface construction documents. The Contractor shall provide copies of all SWP3 documents including, but not
shown or not. Contractor shall also assume responsibility for repairs to existing facilities, whether shown growth. limited to, inspection records, original plans, and modified plans to the Owner at contact close-out. During
or not, damaged by contractor's activities. Differences in horizontal or vertical location of existing utilities construction the contractor shall provide copies of the inspection reports to the Owner on a monthly basis.
shall not be a basis for additional expense. 7. Prior to grading, grass vegetation shall be mowed and raked. After mowing and raking, existing soil shall
be scarified to a depth of six (6) inches prior to grading. 3. Temporary storm drainage and/or erosion control materials shall be suitable for this application and shall >..,
4. Contractor shall locate and adjust existing utility manhole lids, cleanouts, water valves, and other surface 8. A quantity of topsoil sufficient for placing six 6 Inches of topsoil on proposed landscape areas shall be be installed with the proper techniques by the Contactor as required by NCTCOG Standard Specifications
appurtenances as required for new construction. Contractor shall coordinate utility adjustments with other q y p p g () p p p p
pp q y � stripped and stockpiled. for Public Works Construction. Temporary storm drainage and/or erosion control material shall be
disciplines and the appropriate utility agencies and provide for all fees for permits, connections, removed by the Contractor, in addition to any excavations backfilled by the Contractor, in accordance with
inspections, etc. These adjustments shall be considered incidental to the construction contract. 9. Prior to fill placement, existing subgrade shall be scarified and recompacted to the same required density NCTCOG Standard Specifications for Public Works Construction when temporary erosion control devices W
5. The Contractor shall protect existing property monumentation and primary control. Any such points which and moisture content as proposed fill. are no longer needed as specified in the PERMIT. Maintenance of the permanent erosion control z
the Contractor believes will be destroyed shall have offset points established by the Contractor prior to 10. Select fill is defined as uniformly blended sandy clay to clayey sand with a Liquid Limit (LL) of less than 35 measures at the site will be assumed by the Owner at contract close-out and acceptance of the work.
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construction. Any monumentation destroyed by the Contractor shall be reestablished at his expense. percent and a Plasticity Index (PI) of between 6 and 15. Fill material shall be placed in lifts not exceeding 4. It is the intent of the information provided on these documents to be used as the general guidelines for the ~
6. Barricading and traffic control during construction shall be the responsibility of the Contractor and shall
nine (9) inches in loose thickness. Contractor. The SWP3 to be prepared by the Contractor shall meet the current requirements set forth in
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conform to the latest edition of the "Texas Manual on Uniform Traffic Control Devices", Part VI in particular. 11. Select fill material shall be compacted at a minimum of 95 percent maximum standard Proctor dry density the TCEQ's TPDES general permit for storm water discharges from construction sites as well as any localrequirements.
Traffic flow and access shall be maintained during all phases of the construction. The Contractor is (ASTM D 698). In conjunction with the compacting operation, fill material shall be brought to a moisture <
responsible for providing traffic safety measures for work on project. to+�nt ranging from (-2) percentage points below optimum to (+2) percentage points above optimum (-2 5. The Storm Water Pollution Prevention Plan (SWP3) shall address three goals: 1) diversion of up slope
to +2).
7. Onsite planlmetric and topographic mapping generated from data collected by Halff Associates, dated August water around disturbed areas of the site; 2) limit the exposure of disturbed areas to the shortest duration
2015. Boundary data taken from survey by Halff Associates, dated August 2015. 11. General fill material shall be compacted at a minimum of 95 percent maximum standard Proctor dry density possible; and, 3) removal of sediment from storm water before it leaves the site.
(ASTM D 698). In conjunction with the compacting operation, fill material shall be brought to a moisture 6. The Contractor shall maintain his SWP3 in accordance with the PERMIT and make his SWP3 available, UL8. Any damages that may occur to real property or existing improvements shall be restored by the content at least (+2) percentage points above optimum. upon request, to the TCEQ, other governmental agencies, and/or the Owner.
Contractor to at least the same condition that the real property or existing improvements were in prior to
the damages. This restoration shall be subject to the Owner's approval; moreover, this restoration shall 13. Pavement subgrades shall be placed at a minimum of 95 percent standard Proctor dry density (ASTM D
g 1 pp 7. The Contractor must amend his SWP3 whenever there is a change in design, construction, operation, or
not be a basis for additional compensation to the Contractor. Restoration shall include, but not be limited 698) in the range of (0) percentage points below to (+3) percentage points above (0 to +3) optimum
p moisture content. maintenance of the SWP3, or when the existing SWP3 proves ineffective. Modifications shall not
to, regrassing, revegetation, replacing fences, replacing trees, etc. compromise the intent of the requirements of the PERMIT. Modifications including design and all
9. It shall be the responsibility of the Contractor to: 14. The contractor shall hire a materials testing company to perform compaction tests at a rate of one (1) per additional materials and work shall be accomplished by the Contractor at no additional expense to the
A. Prevent any damage to private property and property owner's poles, fences, shrubs, etc. lift per 500 cubic yards of fill. Owner.
B. Provide access to all drives during construction. 15. A site erosion control plan and stormwater pollution prevention plan shall be prepared and provided to the 8. The Contractor shall inspect stabilization and erosion control measures at a minimum of once every 14
C. Protect all underground utilities to remain in service. City of Coppell by others prior to start of construction. These plans shall conform to federal, state, and days, and within 24 hours after any storm event greater than 0.5 -inches, or once every 7 days in LO
D. Notify all utility companies and verify location of all utilities prior to start of construction. local requirements. accordance with the PERMIT. The Contractor shall repair inadequacies revealed by the inspection N
before the next storm event and he shall modify his SWP3 within 7 days of the inspection. LLo
10. Contractor shall maintain positive drainage at all time during construction. Ponding of water in streets, Q co
drives, truck courts, trenches, etc. will not be allowed. 9. All Contractors and Subcontractors identified in the plan must certify as to an understanding of the TPDES LL °
general permit before conducting any activity identified in the pollution prevention plan. w a
11. Contractor shall maintain existing sanitary sewer and water service at all times during construction. v, x o Lo
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10. The Contractor shall adopt appropriate construction site management practices to prevent the discharge o o
12. Contractor is responsible for coordination with utility companies and adjustment of existing sanitary sewer of oils, grease, paints, gasoline, and other pollutants to storm water. Appropriate ractices shall include, 00 z � 9
cleanouts, water meters, and any other appurtenances to new grade as required. g p g pp � o M co
but not be limited to: designating areas for equipment maintenance and repair; collecting wastes
13. Pavement removal and repair shall conform to the City of Coppell requirements. All sawcuts shall be full periodically; maintaining conveniently located waste receptacles; and designating and controlling ° Q N N
depth cuts. Contractor shall make efforts to protect concrete and/or asphalt edges. Any large spalled or equipment wash down. o C) J x
broken edges shall be removed by sawcutting pavement prior to replacement.
11. Borrow areas, if excavated, shall be protected and stabilized by the Contractor in a manner acceptable to
14. All materials and workmanship for private construction shall conform to the Standard Specifications for the Owner and in accordance with PERMIT requirements. ■■■
Pubilc Works Construction for North Central Texas, latest edition, and the City of Coppell Standards ■
12. All non -paved areas shall be seeded and mulched with erosion protection grass by the Contractor
immediately upon completion of final grading. This includes all ditches and embankments. The ■■■
Contractor shall maintain final grading, and keep seeded areas watered until fully established and
accepted by Owner.
13. The Contractor shall construct a silt fence at all locations shown on plans, and all borrow and stock pile
areas. The silt fence shall be constructed as detailed on this plan. The Contractor shall remove
accumulated silt when it reaches a depth of 6 -inches. The Contractor shall dispose of the removed silt in
a location approved by the Owner and in such a manner as to not contribute to erosion and sedimentation.
The Contractor shall remove the silt fence when the site is completely stabilized and approved by the
Owner so as not to block or impede storm flow or drainage.
14. The Contractor shall designate material and equipment storage areas mutually agreed to by the Owner.
PAVING NOTES: The storage areas shall be graded for positive drainage, and the surface stabilized by the Contractor with
a minimum of 2 -inches of compacted flex base on 6 -inches of scarified and recompacted subgrade. A silt
1. Contractor's work shall include pavement removal and disposal required for new walk, drive, curb, gutter, fence shall be installed by the Contractor around the storage areas to prevent eroded materials from
and other paving features. Contractor shall be responsible for all coordination, inspection, and testing leaving the site. o
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required by the Owner and/or the City of Coppell.
15. All inlets (onsite and offsite) receiving drainage water from disturbed areas shall be protected by the 0
2. For new pavement use minimum 7 -inch thick 3,500 p.s.i. portland cement concrete reinforced with #3 bars Contractor as per details shown, or other Owner approved methods, to prevent eroded material from
at 18 -inch on center for all fire lanes and truck areas, and a minimum 6 -inch thick 3,000 p.s.i. portland
being transported into inlets. The inlet protection shall be constructed as shown on these plans.
cement concrete reinforced with #3 bars at 18 -inch on center for all light traffic areas. 16. Rock rip -rap used in and around drainage structures shall conform to theT( xDOT or NCTCOG I with
3. Concrete paving joints shall be constructed as recommended in the geotechnical report noted below. regard to materials and construction methods. Unless denoted otherwise on the plans, rock rip -rap shall
Expansion joints shall be placed at changes in direction of paving, at driveways and/or as shown on the be well graded Dry Stone, Type R, and shall be placed in a layer with a depth of at least two (2) feet. The
drawings. Contractor shall place non -woven filter fabric under the rock rip -rap. The non -woven filter fabric shall be oco
Mirafi, Inc. 1100N or an Owner approved equal. o
4. Site grading and pavement subgrade shall be prepared in accordance with the Geotechnical Report No. >
94155205, prepared by Terracon, and dated September 5,2015. 17. The specific plant materials proposed to protect fill and excavated slopes shall be as indicated on the z
plans. Plant materials must be suitable for use under local climate and soil conditions. In general, hydro
5. All dimensions are to face of curb or face of building and are perpendicular to property line. These seeding or sodding Bermuda grass is acceptable during the summer months (May 1 to August 30). Winter
dimensions are provided to tie the Architect's Site Plan to the property lines. rye or fescue grass may be planted during times other than summer months as a temporary measure until PRELIMINARY
6. All sidewalks shall maintain a maximum 2% cross slope with a maximum 5% longitudinal slope. such time as the permanent planting can be made.
18. Prior to commencing any construction, a construction entrance and perimeter silt fence shall be installed FOR INTERIM REVIEW ONLY
at the location(s) shown.
THESE DOCUMENTS ARE FOR INTERIM
19. As inlets are completed, temporary sediment barriers shall be Installed. REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
20. At the completion of the paving and final grading, the disturbed area(s) shall be revegetated in accordance BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
with the plans. THE SUPERVISION OF:
21. Silt fence and Inlet sediment barriers shall remain In place until revegetatlon has been completed. J. HUNTER STARKEY 116066
NAME P.E. NO.
22. Disturbed areas that are seeded or sodded shall be checked periodically to see that grass coverage is
properly maintained. Disturbed areas shall be watered, fertilized, and reseeded or resodded, if necessary. DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: BDL
Scale: AS SHOWN
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REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
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REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
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BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
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BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: -BDL
Scale: AS SHOWN
Sheet Title
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REGULATORY APPROVAL, PERMIT,
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THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: -BDL
Scale: AS SHOWN
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FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: -BDL
Scale: AS SHOWN
Sheet Title
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THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: BDL
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THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: BDL
Scale: AS SHOWN
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PRELIMINARY
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THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: 33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: BDL
Scale: AS SHOWN
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THEY WERE PREPARED BY, OR UNDER
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J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
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THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: BDL
Scale: AS SHOWN
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BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: BDL
Scale: AS SHOWN
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REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
Sheet Title
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REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
Sheet Title
Drainage Area Map
C100
Sheet Number
0
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PRELIMINARY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
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THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
Sheet Title
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Sheet Number
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REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
Sheet Title
EROSION CONTROL PLAN
C5.01
Sheet Number
E
0
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PRELIMINARY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES.
THEY WERE PREPARED BY, OR UNDER
THE SUPERVISION OF:
J. HUNTER STARKEY 116066
NAME P.E. NO.
DATE 2/16/2018
TBPE FIRM # F-312
Project No.: •33833
Issued: 2/16/2018
Drawn By: CAD
Checked By: $DL
Scale: AS SHOWN
Sheet Title
EROSION CONTROL PLAN
C5.01
Sheet Number