Dekker/Perich/Sabatini - Southwest General Contractors

Transcription

Dekker/Perich/Sabatini
Addendum
Addendum No.:
Date:
001
5/1/15
Project:
Project No.:
Boyce Tennis Center on Attebury Drive
14-0425.002
From:
500 South Taylor St., Suite 750
Amarillo, TX 79101
To:
All Prospective Bidders and Plan Holders
This Addendum forms a part of the Bid Documents and modifies the Bid Documents issued
by Dekker/Perich/Sabatini (D/P/S) and dated 4/11/2015. Acknowledge receipt of this
Addendum on the Bid Form. Failure to do so may subject the Bidder to disqualification. All
other provisions of the Bid Documents shall remain unchanged. This Addendum contains a
total of 11 – 8½”x11” pages, 2 – 11”x17” page, and 13 – 24”x36” page.
GENERAL BIDDING REQUIREMENTS:
1. Pre-Bid Sign-In Sheet
a. Attached is the sign-in sheet of who attended the Pre-Bid Meeting on April 22,
2015.
2. AGC 4-Hour Bid Time Limit
a. Clarify the four-hour bid time limit as observed by AGC shall be in effect on
this project.
3. Project Timeline
a. Clarify the intent is to award the project to a General Contractor at the May
School Board meeting and for the tennis courts to be completed by August 28,
2015 and the remainder of the project by October 27, 2015.
4. Permit Requirements
a. Clarify that the City of Amarillo does not charge a permit fee to the local school
districts. Review fee has already been paid and plans are in for review.
5. Testing
a. Clarify the General Contractor pays for re-testing in the event of a failure.
6. Printing
a. Clarify that printed copies of the construction documents will be provided to the
awarded General Contractor and their sub-contractors at no cost.
7. Construction Fencing and Staging Area
a. Clarify that a construction fence is required around the entire project site and
the contractor’s lay down yard throughout the length of the project.
8. Senate Bill 9 Background Checks
a. Clarify that background searches are required on this project.
9. Liquidated Damages and Wage Rates
a. Clarify that Liquidated Damages are $500.00 per day past the date of August
28, 2015 for Tennis Courts and past the date of October 27, 2015 for the
remainder of the project.
10. Owner/Contractor Agreement & Amendments
a. Clarify that the contract between the General Contractor and Canyon
Independent School District will be a standard non AIA Owner/Contractor
agreement prepared by Underwood Law Firm.
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500 S. Taylor Street, Suite 750 – Lobby Box 254 – Amarillo, TX 79101-2447 – 806.376.8199 – fax 376.8189
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SPECIFICATIONS:
1. Section 00300 – Competitive Sealed Proposal Response Form
a. Replace page 4 of the Competitive Sealed Proposal Response Form with the
attached form that adds a line for Additive Alternate No. 001. Black coated
fencing – everything associated with fencing system to be coated.
2. Section 01200 – Allowances
a. Clarify that the allowance for door hardware is to be included in the base bid
and is separate from the Owner’s Contingency shown on the Bid Form.
3. Section 02210 – Grading and Earthwork
a. Clarify that the building pad for the field house needs to be installed per
information provided on Structural drawings.
4. Section 02831 – Chain Link Fence and Gates
a. Clarify additive alternate number one the black coated fencing requires all posts
and accessories to be black powder coated as well.
b. Clarify that the large posts are to be 6 5/8” nominal size.
c. Clarify that the top, bottom, and center rails are to be standard 2” nominal size.
5. Section 02832 – Wind Screen
a. Clarify that the windscreen is not to have cuts. The commercial knit of the
material is having the 20% to 30% ventilation.
b. Clarify that color selection is to be made from Manufacturer’s full color range.
6. Section 04810 – Unit Masonry Assemblies
a. Clarify that special masonry anchors are required for use with the Thermax
Wall system. Contractor is responsible for quantity and any additional cost.
7. Section 07220 – Exterior Insulation
a. Clarify that all seams, penetrations, and any damage to exterior surface must be
sealed with a water-resistive barrier seal. Contractor can use WEATHERMATE
flashing tape or LIQUIDARMOR-CM.
b. Clarify General Contractor and/or Subcontractor is responsible for all system
accessories required for a complete system installation.
8. Section 07540 – Thermoplastic Membrane Roofing
a. Clarification that paragraph 3.9 is an example of roof warranty. Actual project
description should be of the current project being performed.
9. Section 09770 – Special Wall Surfacing
a. Add Dur-a-Flex’s Dur-a-Chip as an Acceptable Manufacturer. Color selections
to be made from Manufacturer’s full range.
10. Section 10426 – Signage
a. Clarify that the exterior building signage is to be internally LED lit with CNC
routed aluminum faces with ¾” push thru clear acrylic lettering (“decorated with
3M translucent vinyl graphics”.
11. Section 10513 – Metal Lockers
a. Add the attached locker specification to the project.
12. Section 13125 – Non-Elevated Aluminum Angle Frame Bleachers
a. Add Sturdisteel as an Acceptable Manufacturer.
13. Section 13210 – Tension Fabric Structures
a. Clarify the fabric is to be HDPE mesh. Color selected from Manufacturer’s full
color range.
DRAWINGS:
1. Sheet C01 thru C12 – Civil Drawings
a. Replace the issued drawings with the drawings attached to this Addendum.
b. Clarify that only sheets C01, C04, and C05 have revisions. The remaining
sheets have been reprinted so that they are to the correct scale.
c. Clarify that at the request of the Developer for the upcoming surrounding
neighborhoods, the grades have been pushed down and the new Finished Floor
elevation of the building is 3660.5’.
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d.
2.
3.
4.
Clarify that the Developer will take the existing excess dirt from the project.
Contractor to coordinate with Developer on location to stockpile dirt.
e. Clarify that all construction debris must be removed from the property entirely.
Sheet A001 – Architectural Site Plan
a. Add new site signage wall in landscape buffer between parking lot and sidewalk
on Attebury Drive. Refer to attached SKA-001.
b. Remove the sidewalks on the West, East, South as highlighted in the attached
revised A001. These sidewalks will have to be installed when the streets and
curbs are installed at a later undetermined date. Stop the landscaping with a
metal edge in the same configuration as the sidewalks.
c. Add a magnetic dry erase tournament marker board display with sun shelter,
equal to Poligon model SSG 8x9 (S42). Colors to be selected from
Manufacturer’s full color range.
d. Clarification on the location of the tennis back boards on the south set of courts
located half way between the intermediate fence and gate. One on the West
fence and one on the East fence.
e. Clarify that the 3’ sidewalk around tennis courts and sidewalks inside the tennis
facility need to be 5” thick. Everything outside of the 3’ perimeter sidewalk can
be 4” thick.
Sheet M1 – Mechanical & Plumbing Plans
a. Revise gas service to be temporary propane until permanent natural gas is
installed with future housing subdivision at a later undetermined date. Refer to
attached description and sketch SD-1.
Sheet E1 – Electrical Plans
a. Clarify that the Contractor is responsible for pulling all special systems wiring
and terminations.
b. Clarify that the Transformer location needs to be relocated to the west side of
the building to be a shorter run for Xcel Energy.
All other provisions of the Contract Documents shall remain unchanged. This addendum is
hereby made a part of the Contract Documents to the same extent as those provisions contained in
the original documents and all itemized listings thereof.
End of Addendum
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Canyon Independent School District
COMPETITIVE SEALED PROPOSAL RESPONSE FORM
BID FORM
BOYCE TENNIS CENTER ON ATTEBURY DRIVE
FOR
THE CANYON INDEPENDENT SCHOOL DISTRICT
LADIES/GENTLEMEN,
The undersigned, has carefully examined the Contract Documents, Conditions of the Contract, the Specifications
and the Drawings, and any addenda to the Drawings and Specifications as prepared by CISD, the site, premises
and all conditions affecting the work on the project listed above. The undersigned proposes to furnish all labor,
materials, services and equipment necessary to complete the entire work in strict accordance with the above
documents for the following sum:
Base Bid Amount
Dollars $
Add Owner’s Contingency
Fifty Thousand
Total Bid
Dollars
$50,000.00
Dollars $
Acknowledge addendum #:__________________________________________________________
Additive Alternate No. 001:
Black coated fencing
Dollars $
Unit Price:
Concrete Flatwork
Dollars $
It is understood that the Owner reserves the right to accept or reject any and all bids and to waive all informalities.
It is further agreed that this Bid shall be valid for a period of Thirty (30) days from the date of opening thereof.
Respectfully submitted,
By:
Signature:
Title:
Business Address:
Date:
Competitive Sealed Proposal Response Forms
00300 – 4
SECTION 10513
METAL LOCKERS
PART 1 - GENERAL
Athletic Metal Lockers
A. Single Tier (15” x 15” x 48”).
B. Mount on carpeted wood bench base. Wood to be fire treated and CCA if possible.
1.1
A.
1.2
A.
B.
1.3
A.
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
SUMMARY
This Section includes the following:
1.
Wardrobe lockers, including the following:
a.
Single tier – Locker room
Related Sections include the following:
1.
Division 6 Section "Rough Carpentry" for wood furring and grounds.
SUBMITTALS
Product Data: Include construction details, material descriptions, dimensions of individual components
and profiles, and finishes for each type of locker and bench.
B.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work.
1.
Show locker fillers, trim, base, sloping tops, and accessories. Include locker-numbering sequence.
C.
Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for
units with factory-applied color finishes.
D.
Maintenance Data: For adjusting, repairing, and replacing locker doors and latching mechanisms to
include in maintenance manuals specified in Division 1.
1.4
A.
QUALITY ASSURANCE
Source Limitations: Obtain locker units and accessories through one source from a single manufacturer.
A.
DELIVERY, STORAGE, AND HANDLING
Do not deliver lockers until spaces to receive them are clean, dry, and ready for locker installation.
B.
Protect lockers from damage during delivery, handling, storage, and installation.
C.
Deliver master keys, control keys, and combination control charts to Owner.
A.
COORDINATION
Coordinate size and location of wood bases. Wood to be fire treated and CCA if possible. Locker should
be double tier. Discuss provision and or location with CM.
1.5
1.6
Metal Lockers
10513 - 1
PART 2 - PRODUCTS
2.1
A.
MANUFACTURERS
Available Products: Subject to compliance with requirements, products that may be incorporated
into the Work include the products indicated in the Metal Locker Schedule at the end of Part 3.
A.
MATERIALS
Cold-Rolled Steel Sheet: ASTM A 366/A 366M, matte finish, suitable for exposed applications, and
stretcher leveled or roller leveled to stretcher-leveled flatness.
2.2
B.
Galvanized Steel Sheet: ASTM A 653/A 653M, commercial quality, G60 coating designation; mill
phosphatized; suitable for exposed applications, and stretcher leveled or roller leveled to stretcher-leveled
flatness.
C.
Electrolytic Zinc-Coated Steel Sheet: ASTM A 591/A 591M, commercial quality, coating Class C; mill
phosphatized; suitable for exposed applications; and stretcher leveled or roller leveled to stretcher-leveled
flatness.
D.
Fasteners: Zinc- or nickel-plated steel, slotless-type exposed bolt heads, and self-locking nuts or lock
washers for nuts on moving parts.
2.3
A.
LOCKER ACCESSORIES
Interior Equipment: Furnish each locker with the following items, unless otherwise indicated:
1.
Hooks: Manufacturer's standard zinc-plated, ball-pointed steel. Provide one double-prong ceiling
hook, and three single-prong wall hooks for single -tier units. Attach hooks with at least two
fasteners.
B.
Number Plates: Manufacturer's standard etched, embossed, or stamped, aluminum number plates with
numerals at least 3/8 inch high. Number lockers in sequence indicated. Attach plates to each locker door,
near top, centered, with at least two aluminum rivets.
C.
Recess Trim: Manufacturer's standard; fabricated from minimum 16-gauge thick steel sheet, minimum 21/2-inch face width, and finished to match lockers. Fabricate trim in lengths as long as practicable.
D.
Filler Panels: Manufacturer's standard; fabricated from minimum 16-gauge thick steel sheet in an
unequal leg angle shape, and finished to match lockers. Provide slip joint filler angle formed to receive
filler panel.
2.4
A.
FABRICATION
Unit Principle: Fabricate each locker with an individual door and frame, individual top, bottom, back,
and shelves, and common intermediate uprights separating compartments.
B.
All-Welded Construction: Preassemble lockers by welding all joints, seams, and connections, with no
bolts, screws, or rivets used in assembly. Grind exposed welds flush.
C.
Fabricate lockers square, rigid, and without warp, with metal faces flat and free of dents or distortion.
Make exposed metal edges free of sharp edges and burrs, and safe to touch. Weld frame members
together to form a rigid, one-piece assembly.
1.
Form locker-body panels, doors, shelves and accessories from one-piece steel sheet, unless
otherwise indicated.
2.5
A.
FINISHES, GENERAL
Finish all steel surfaces and accessories, except prefinished stainless-steel and chrome-plated surfaces.
Metal Lockers
10513 - 2
B.
Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
C.
Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary
protective covering before shipping.
D.
Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if
they are within one-half of the range of approved Samples. Noticeable variations in the same piece are
not acceptable. Variations in appearance of other components are acceptable if they are within the range
of approved Samples and are assembled or installed to minimize contrast.
2.6
A.
B.
2.7
A.
B.
STEEL SHEET FINISHES
Surface Preparation: Clean surfaces of dirt, oil, grease, mill scale, rust, and other contaminants that could
impair paint bond. Use manufacturer's standard methods.
Powder-Coated Finish: Immediately after cleaning and pretreating, electrostatically apply manufacturer's
standard baked-polymer finish consisting of a thermosetting powder topcoat. Comply with paint
manufacturer's written instructions for applying and baking to achieve a minimum dry film thickness of 2
mils.
1.
Color and Gloss: As selected by Architect from manufacturer's full range.
GALVANIZED STEEL SHEET FINISHES
Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other
contaminants. After cleaning, apply a conversion coating suited to the organic coating to be applied over
it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified
below to comply with ASTM A 780.
1.
Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel,
complying with SSPC-Paint 20.
Powder-Coated Finish: Immediately after cleaning and pretreating, electrostatically apply manufacturer's
standard baked-polymer finish consisting of a thermosetting powder topcoat. Comply with paint
manufacturer's written instructions for applying and baking to achieve a minimum dry film thickness of 2
mils.
1.
Color and Gloss: As selected by Architect from manufacturer's full range.
PART 3 - EXECUTION
3.1
A.
EXAMINATION
Examine concrete bases for suitable conditions where metal lockers are to be installed.
1.
Proceed with installation only after unsatisfactory conditions have been corrected.
A.
INSTALLATION
Install metal lockers and accessories level, plumb, rigid, and flush according to manufacturer's written
instructions.
3.2
B.
Connect groups of all-welded lockers together with standard fasteners, with no exposed fasteners on face
frames.
C.
Anchor lockers to floors and walls at intervals recommended by manufacturer, but not more than 36
inches o.c. Install anchors through backup reinforcing plates where necessary to avoid metal distortion,
using concealed fasteners.
D.
Fit exposed connections of trim, fillers, and closures accurately together to form tight, hairline joints, with
concealed fasteners and splice plates.
Metal Lockers
10513 - 3
1.
Attach recess trim to recessed lockers with concealed clips.
E.
Attach boxed end panels with concealed fasteners to conceal exposed ends of nonrecessed lockers.
F.
Anchor locker benches to floors Uniformly space pedestals not more than 72 inches apart, and securely
fasten to bench top and anchor to floor.
3.3
A.
ADJUSTING, CLEANING, AND PROTECTION
Adjust doors and latches to operate easily without binding. Verify that integral locking devices operate
properly.
B.
Clean interior and exposed exterior surfaces and polish stainless-steel and nonferrous-metal surfaces.
C.
Protect lockers from damage, abuse, dust, dirt, stain, or paint.
construction.
D.
Touch up marred finishes, or replace locker units that cannot be restored to factory-finished appearance.
Use only materials and procedures recommended or furnished by locker manufacturer.
3.4
A.
Do not permit locker use during
METAL LOCKER SCHEDULE
Metal Wardrobe Locker (Locker Room): Where metal lockers of this designation are indicated, provide
products complying with the following:
1.
Products: Available products include the following:
a.
Lyon Metal Products – Heavy Duty Ventilated Lockers
2.
Size (per opening): 15”wide x 15”deep x 48” high
3.
Material: Cold-rolled steel sheet.
4.
Back-Material Thickness: 18-gauge
5.
Side-Material Thickness: 16-gauge
6.
Door-Material Thickness: 16-gauge
7.
Locker Fabrication: All welded.
8.
Locker Arrangement: Single tier.
9.
Backs: Solid.
10.
Sides: Punched with diamond shaped perforations.
11.
Door Style: Punched with diamond shaped perforations.
12.
Shelves: One – 9 inches from top. 16-gauge.
13.
Hinges: Three (3) Side-mounted.
14.
Handles/Latches: Recessed with Quiet Locking Device.
15.
Accessories:
a.
Base: Wood bench by Others.
b.
Sloping Tops: Required.
c.
Recess Trim: Required.
d.
End Panels: Refer to Drawings.
16.
Color: Lyon Metal Products, Premier Locker Color – to be selected from Manufacturer’s full line.
END OF SECTION
Metal Lockers
10513 - 4
EXISTING ATTEBURY DRIVE
BENCHMARK CHISELED IN TOP OF
CURB EVEN w/FIRE HYDRANT.
ELEV = 3660.80
EXISTING WATER MAIN
EXISTING CURB & GUTTER.
141'-9"
ARCHITECT
26'-8 3/4"
83'-3 1/4"
Jeffery J. Bresee
Sports Engineering Technologies, Inc.
817-507-8305 Phone | 682-518-9825 FAX
ENGINEER
PROJECT
FUTURE ROAD
FUTURE ROAD
NEW TENNIS COURTS
NOTE:
EXISTING GROUND IS
COMPRISED OF OPEN,
UNDEVELOPED LAND.
REVISIONS
1
10
FUTURE ROAD
0
5
20
10
40
30
SCALE IN FEET
ELEVATION CHNG
60
50
DRAWN BY
C.J.R.
REVIEWED BY
1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING w/ALL LOCAL, STATE &
FEDERAL LAWS & OTHER SAFETY REGULATIONS THAT MAY GOVERN THE WORK OF THIS PROJECT.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CONSTRUCTION PERMITS AS NEEDED
FROM CITY &/OR OTHER LOCAL AUTHORITIES. CONTRACTOR SHALL PAY ALL PERMIT FEES
ASSOCIATED w/OBTAINING PERMITS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL AREAS DISTURBED BY HIS WORK UPON
COMPLETION OF WORK TO THEIR ORIGINAL CONDITION OR BETTER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WELL BEING OF ALL MATERIALS USED IN THIS
PROJECT UNTIL THE TIME OF ACCEPTANCE & FINAL PAYMENT.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL WORK IN ACCORDANCE
w/THE CONTRACT DRAWINGS. NO ADDITIONS, DELETIONS OR MODIFICATIONS TO THE WORK
SHALL BE MADE w/o THE WRITTEN APPROVAL OF THE ENGINEER.
J.J.B.
4/3/2015
DATE
GENERAL NOTES :
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE GROUND.
ANY DISCREPANCY
BETWEEN CONTRACTOR'S MEASUREMENTS & CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE IMMEDIATE ATTENTION OF THE ENGINEER & CONTRACTOR SHALL CEASE WORK UNTIL
THE DISCREPANCY IS RESOLVED.
7. CONTRACTOR SHALL HAND DIG WITHIN 5 FEET EITHER SIDE OF UTILITY CROSSINGS UNTIL THE
UTILITY IS PHYSICALLY EXPOSED PRIOR TO PERFORMING MECHANICAL TRENCHING OR
EXCAVATION.
8. EXISTING BURIED UTILITIES SHOWN IN THE CONTRACT DOCUMENTS WERE ESTABLISHED BY A
SEARCH OF RECORDS & BY LOCATING GROUND INFORMATION. THESE UTILITIES ARE SHOWN
FOR REFERENCE PURPOSES ONLY & THE LOCATIONS OF SUCH MAY NOT BE EXACT, & OTHER
UTILITIES NOT SHOWN MAY EXIST. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
INFORM THE PROPER UTILITY AUTHORITIES OF ALL EXCAVATION WORK & TO PHYSICALLY
LOCATE & PROTECT ALL UTILITIES DURING THE ENTIRE CONSTRUCTION PROCESS.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL PRECAUTIONARY MEASURES AS
NEEDED TO PROTECT ALL EXISTING FACILITIES, WHICH ARE NOT CALLED FOR IN THE CONTRACT
DOCUMENTS TO BE REPAIRED, REPLACED OR OTHERWISE ALTERED, FROM DAMAGE. DAMAGE
TO ANY EXISTING FACILITY THAT IS THE FAULT OF THE CONTRACTOR SHALL BE REPAIRED OR
THE FACILITY SHALL BE REPLACED AS NEEDED TO RESTORE THE DAMAGED FACILITY TO ITS
ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL EXPENSE TO THE OWNER.
10. CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION OR BETTER, ALL SURFACE MEDIA
SPECIFIED ON THE DRAWINGS FOR REPAIR OR ANY DAMAGED AREAS NOT SPECIFIED WHICH ARE
DAMAGED BY THE CONTRACTOR'S OWN NEGLECT.
04/29/15
PROJECT NO.
DRAWING NAME
14-0425.002
EXISTING
SITE PLAN
ADDENDUM 1
C.01
1
12
SEE SHEET C.03 FOR BORING
DETAILS & CONTINUATION LINES
INSTALLATION OF PIPE & REPAIR OF ROADWAY SHALL
BE PER AMARILLO PAVING REPAIR & TRENCH DETAIL
& PIPE EMBEDMENT DETAIL SHEET C.12.
1
2
11
10
3
ARCHITECT
6
8
7
9
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
ENGINEER
4
4
12
4
4
12
12
5
5
5
5
PROJECT
ELECTRICAL SERVICES & LIGHTING NOTES:
1. SEE ELECTRICAL DRAWINGS FOR NEW ELECTRICAL SERVICES.
4
4
4
4
4
4
4
4
5
5
5
5
4
4
4
4
2. TENNIS COURT, STADIUM TYPE LIGHT FOUNDATION / BASE SHALL
BE DESIGNED BY THE LIGHT MANUFACTURER, DESIGN SHALL BE
SUBMITTED TO ENGINEER FOR REVIEW & APPROVAL.
REVISIONS
1
ELEVATION CHNG
04/29/15
(3)NOTES INDICATED BY CIRCLED NUMBER:
1. TAP NEW 2"Ø WATER LINE TO EXISTING WATER MAIN & INSTALL CORPORATION PIPE & PIPING PER
AMARILLO 2" TAP DETAIL SHEET C.12.
DRAWN BY
2.
3.
4.
5.
INSTALL WATER METER BOX w/CORPORATION STOP PER AMARILLO 1" TAP DETAIL SHEET C.12.
INSTALL 2"Ø COPPER WATER LINE TO NEW TENNIS FACILITY.
INSTALL WEATHER RESISTANT ELECTRICAL RECEPTACLE PER DETAIL SHEET C.10.
INSTALL 1"Ø PVC ELECTRICAL CONDUIT FROM CIRCUIT BREAKER TO ELECTRICAL RECEPTACLES.
CONNECT (2) RECEPTACLES PER CIRCUIT, (8) CIRCUIT TOTAL REQUIRED.
6. INSTALL 4"Ø PVC SEWER PIPE FROM FACILITIES TO SEWER LIFT STATION.
7. INSTALL SEWER GRINDER PUMP / LIFT STATION PER DETAILS SHEET C.11.
8. INSTALL 4"Ø PVC SEWER PIPE. CAP AT BOTH ENDS & MARK ENDS PRIOR TO BURYING TO ALLOW
ENDS TO BE EASILY LOCATED. TOTAL LENGTH = 108 L.FT.
9. INSTALL SEWER CLEAN-OUT & 45° BEND.
10. INSTALL 1-1/2"Ø POLY PRESSURE PIPE OR SCHEDULE 40 PVC w/WELDED JOINTS AS PRESSURE SEWER
LINE, CONNECT TO NEW SEWER LIFT STATION.
11. INSTALL 1"Ø OMEGA FLEX, TRACPIPE PS-II POLY GAS LINE OR APPROVED EQUAL, CONNECT TO NEW
FACILITIES PER ARCHITECTURAL DRAWINGS.
12. INSTALL (3) 6"Ø PVC ELECTRICAL CONDUITS PER ELECTRICAL STANDARDS.
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
14-0425.002
DRAWING NAME
10
0
5
20
10
40
30
SCALE IN FEET
60
50
UTILITIES
PLAN
ADDENDUM 1
C.02
2
12
ARCHITECT
EXTEND GAS LINE OUT OF GROUND & TRANSITION TO 1"Ø RIGID GAS
PIPE WHICH SHALL BE EXTENDED TO & CONNECTED TO EXISTING GAS
LINE SOURCE ON ROOF TOP ON THIS BUILDING. ANCHOR RIGID PIPE
TO BUILDING STRUCTURE. INSTALL PER CITY OF AMARILLO
BUILDING CODES.
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
ENGINEER
INSTALL NEW 1-1/2"Ø PRESSURE SEWER & 1"Ø GAS LINE
BENEATH ROAD BY METHOD OF DIRECTIONAL BORING.
EACH LINE SHALL BE ENCASED IN 3"Ø PVC SCH 40 CASING
OR STEEL CASING.
INSTALL NEW PIPE LINES BY
METHOD OF DIRECT BURY.
INSTALL NEW PIPE LINES BY
METHOD OF DIRECT BURY.
Boyce Tennis Center
on Attebury Drive
INSTALL NEW SEWER MANHOLE PER DETAIL SHEET C.11. CONNECT TO
EXISTING 4"Ø SEWER LATERAL LINES & TO NEW PRESSURE SEWER LINE.
INSTALL NEW 1-1/2"Ø PRESSURE SEWER & 1"Ø GAS LINE
BENEATH ROAD BY METHOD OF DIRECTIONAL BORING.
EACH LINE SHALL BE ENCASED IN 3"Ø PVC SCH 40 CASING
OR STEEL CASING.
5845 Attebury Drive, Amarillo, TX 79118
PROJECT
REVISIONS
1
ELEVATION CHNG
DRAWN BY
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
DRAWING NAME
10
0
5
20
10
40
30
SCALE IN FEET
60
04/29/15
14-0425.002
LOCATION
OVERVIEW
50
ADDENDUM 1
C.03
3
12
UNDER BASE PROPOSAL INSTALL 2" THICK ASPHALT & 6" THICK AGGREGATE
BASE MATERIAL OVER PARKING LOT & INGRESS / EGRESS LANES.
AREA = 19,134 SQ.FT.
UNDER ALTERNATE PROPOSAL No. 002, THIS SAME AREA SHALL BE
CONSTRUCTED OF 5 INCH THICK CONCRETE w/6 INCH THICK AGGREGATE
BASE COURSE. PLACE No. 4 BARS @ 12" O.C. EACH WAY.
ARCHITECT
CONSTRUCT 24 INCH WIDE CONCRETE
WATER FLUME PER DETAIL SHEET C.10.
L = 66 L.FT.
SAW-CUT EXISTING ASPHALT AS NEEDED TO
FORM STRAIGHT, SHARP LINE. REPAIR
ASPHALT PER AMARILLO PAVING TIE DETAIL
SHEET C.12. MATCH EDGES OF EXISTING
ASPHALT ON ALL SIDES.
SAW-CUT EXISTING CURB & GUTTER
TO ALLOW CONSTRUCTION NEW
CURBS & GUTTERS AS SHOWN.
ROLL CURB DOWN AT
WALKWAY TO
ALLOW FOR ADA
ACCESSIBLE ACCESS.
NG
H
TC
C
TB EV
EL
EX
V=
LE
E
A
=M
C
TB 3
.
12
366
M
V=
AT
CONSTRUCT CONCRETE CURB &
GUTTER PER DETAILS SHEET C.09.
LENGTH = 31 L.FT.
ELE
V=
TBC
0
ELEV = 3659.9
TB
C
EL
EV
=
LE
E
TI
IS
C
TB
ING
IST
X
E
CH
T
EL BC
EV
=
36
CONSTRUCT CONCRETE CURB
PER DETAILS SHEET C.09.
TOTAL LENGTH = 371 L.FT.
61
T
366 BC
1.38
.45
MA
TC
HE
XIS
TIN
TBC
ELE
V
LENGTH = 29 L.FT.
EL
EV
=
36 TBC
59
.79
END CURB & GUTTER
AT ADA PARKING.
EL
EN
T
P
TO
SLOPE @ 1:5
NI
FI
SLOPE
@ 1:9
ELE
5
59.7
7
9.0
5
36
C
TB EV =
L
E
SEE LANDSCAPE / ARCHITECTURAL
DRAWINGS FOR SIDEWALK DETAILS.
AB
@
TE
RE 93
C
.
ON 3659
C
P =
TO EV
EL
=M
AT
59.9
2
CH
EX
T
TI BC
NG
IS
TBC
3660.10
PROJECT
LENGTH = 212 L.FT.
.00
60
6
3
END CURB & GUTTER AT
ADA PARKING AREA.
PARKING SPACES TO BE STRIPED AS SHOWN.
STANDARD LINES SHALL BE WHITE, ADA
SPACES & INDICATORS SHALL BE BLUE.
V=
CONSTRUCT STAGGERED CURB
WALL DRAINAGE OUTLET PER
DETAIL SHEET C.11.
T
365 BC
9.75
EL
EV
TOP CONCRETE
ELEV = 3659.94
C =
TB EV
EL
TBC V = 36
ELE
EV
= 36
SLOPE
@ 1:9
CONSTRUCT STAGGERED CURB
WALL DRAINAGE OUTLET PER
DETAIL SHEET C.11.
EM
ENGINEER
3
TBC = 3660.1
V
E
EL
T
EN .67
M
9
VE 365
A
P =
D EV
E
SH EL
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
G
ELEV =
T
EL OP F
EV IN
= ISH
36 E
59 D
.67 PA
V
ROLL CURB DOWN AT
WALKWAY TO
ALLOW FOR ADA
ACCESSIBLE ACCESS.
LENGTH = 214 L.FT.
CONSTRUCT 24 INCH WIDE CONCRETE
WATER FLUME PER DETAIL SHEET C.10.
L = 66 L.FT.
SAW-CUT EXISTING ASPHALT AS NEEDED TO
FORM STRAIGHT, SHARP LINE. REPAIR
ASPHALT PER AMARILLO PAVING TIE DETAIL
SHEET C.12. MATCH EDGES OF EXISTING
ASPHALT ON ALL SIDES.
=3
65 TBC
9.0
7
TO
P
EL CO
EV NC
= 3 RE
66 TE
0.1
4
TE
RE 14
C
.
ON 3660
C
P =
TO EV
EL
SL
E
T
RE DGE
C
)
ON G E .25 GS
C
0
N
N
I
I
6
P
TO ILD = 36 ILD R
U
U
B EV B OO 50
HANDICAP ACCESSIBLE PARKING AREA SHALL BE
EL OTH H FL 660.
LEVEL w/ADJACENT SIDE WALK. SLOPE PARKING LOT
(B NIS = 3
AWAY FROM ELEVATED PAD @ 1:5 SLOPE TO NORTH &
FI EV
EL
1:9 SLOPE TO THE EAST & WEST SIDES UNTIL SLOPE
MEETS OTHER SPECIFIED GRADES FOR PARKING LOT.
TO
P
EL CO
EV NC
= 3 RE
65 TE
9.9
3
CONSTRUCT CONCRETE WALKWAY IN FRONT OF PARKING
AREA & CONCRETE SLAB AROUND BUILDINGS AS SHOWN
w/ 5" THICK CONCRETE & 4" THICK AGGREGATE BASE
COARSE. PLACE #4 BARS @ 16" O.C EACH WAY.
AREA = 4921 SQ.FT.
LANDSCAPING:
FRONT PORTION OF DEVELOPMENT DENOTED BY
HATCHING SHALL BE LANDSCAPED UNDER THIS CONTRACT.
SEE LANDSCAPE / ARCHITECTURAL DRAWINGS.
TOTAL AREA = 12,160 SQ.FT.
CONCRETE SLAB AT THIS SIDE OF
BUILDING SHALL BE THE HIGH POINT IN
SLAB & HAVE AN ELEVATION OF 3661.25.
REVISIONS
1
ELEVATION CHNG
04/29/15
AREA AROUND TENNIS COURTS DENOTED BY
HATCHING SHALL HAVE TOP SOIL MATERIAL PLACED AS
NEEDED FOR BACKFILL / STABILITY PURPOSES AROUND NEW
IMPROVEMENTS. ALL OTHER LANDSCAPE WORK SHALL BE
PERFORMED BY OTHERS.
DRAWN BY
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
14-0425.002
DRAWING NAME
SOIL STABILIZATION:
10
0
5
20
10
40
30
SCALE IN FEET
FOR ALL NEW CONCRETE & ASPHALT CONSTRUCTION, SUB-GRADE SOILS SHALL BE
OVER EXCAVATED AS NEEDED TO ALLOW FOR A MINIMUM OF 8 INCHES OF SELECT
FILL MATERIAL TO BE PLACED & COMPACTED BENEATH SPECIFIED FLEX BASE &
OTHER SURFACE MATERIAL LAYERS.
PARKING & ACCESS
CONSTRUCTION PLAN
ADDENDUM 1
C.04
4
12
DROP CENTER OF REINFORCED CONCRETE SLAB
1-INCH LOWER THAN EDGES TO CREATE
POSITIVE DRAINAGE FOR WALKWAY.
A
A
TO
PP
OS
A
A
TT
N
IO
NS
E
T 4
ST 60.1
O
6
PP =3
O
T EV
EL
E
EL NSI
EV ON
= 3 SL
65 AB
9.5
5
A
TO
B
LA
PP
S
OS
TO
EL P CO
EV NC
= 3 RE
65 TE
9.9
6
B
A
TT
E
EL NSI
EV ON
= 3 SL
66 AB
0.1
4
N
IO
NS
E
T 5
ST 59.5
O
6
PP =3
O
T EV
EL
ARCHITECT
B
LA
S
A
B
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
A
LEAVE SLEEVED CUT-OUT FOR TENNIS
STANDARDS PER DETAILS SHEET C.07.
(TYPICAL 16 LOCATIONS)
ENGINEER
CONSTRUCT 118' x 118' POST TENSION CONCRETE SLAB
FOR 2 - TENNIS COURT SET w/7" THICK CONCRETE & 6"
THICK AGGREGATE BASE COURSE. PLACE STRESSING
TENDONS @ 16" O.C. EACH WAY. PLACE 8ml, MINIMUM
THICKNESS, HDPE POLY LINER OVER AGGREGATE
BASE LAYER PRIOR TO PLACING CONCRETE.
PROJECT
TO
EL P P
EV OS
=3 TT
65 EN
8.9 SI
6 O
AB
SL 8.37
N
IO 365
S
EN EV =
T
ST EL
SIDEWALKS NEAR TENNIS COURTS (ON
SOUTHERN PORTION OF DEVELOPMENT)
TO BE INSTALL BY OTHERS. SEE
LANDSCAPE / ARCHITECTURAL
DRAWINGS FOR SIDEWALKS.
O
PP
32'-10"
N
B
B
PP
OS
TT
E
EL NSI
EV ON
= 3 SL
65 AB
8.2
0
A
B
P
TO
PO
N
IO
S
N
TE .79
T
8
S
PO 365
P
=
TO EV
L
E
A
SL
TO
TO
PP
P
OS
EL CO
TT
EV NC
E
= 3 RE
EL NSI
65 TE
EV ON
8.7
0
= 3 SL
65 AB
8.7
9
B
N
B
CONSTRUCT 4' WIDE CONCRETE WALK
AROUND TENNIS COURTS EXCEPT AREA
AROUND NEW TENNIS STRUCTURES AS
SHOWN PER DETAILS SHEET .
LENGTH = 976 L.FT.
WALKWAY SHALL BE FORMED AROUND
CHAIN LINK FENCE POST.
AB
SL 7.61
ON 5
SI = 36
N
E V
T T ELE
S
O
B
SL
AB
TO
A
SIDEWALKS NEAR TENNIS COURTS (ON
SOUTHERN PORTION OF DEVELOPMENT)
TO BE INSTALL BY OTHERS. SEE
LANDSCAPE / ARCHITECTURAL
DRAWINGS FOR SIDEWALKS.
SL
AB
AB
N
IO
S
N
TE .20
T
8
S
PO 365
P
=
TO EV
L
E
SL
TO
EL P P
EV OS
=3 TT
65 EN
7.6 SI
1 O
AB
SL 7.02
ON 5
SI = 36
N
E V
T T ELE
S
O
A
PP
B
TO
EL P P
EV OS
=3 TT
65 EN
8.3 SI
7 ON
CONSTRUCT CONCRETE WALKWAY BETWEEN TENNIS COURT
PAIRS. CONCRETE SHALL BE 5" THICK w/4" AGGREGATE BASE
MATERIAL. PLACE No. 4 BARS @ 16" O.C. EACH WAY.
TO
A
SL
AB
17'
TO
AB
SL 8.96
N
IO 365
S
EN EV =
T
ST EL
A
P
OP
T
TO
P
EL CO
EV NC
= 3 RE
65 TE
7.5
3
TO
EL P P
EV OS
=3 TT
65 EN
7.0 SI
2 ON
A
A
SL
AB
REVISIONS
1
ELEVATION CHNG
A
DRAWN BY
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
LANDSCAPING:
FRONT PORTION OF DEVELOPMENT DENOTED BY
HATCHING SHALL BE LANDSCAPED UNDER THIS CONTRACT.
SEE LANDSCAPE / ARCHITECTURAL DRAWINGS.
TOTAL AREA = 12,160 SQ.FT.
AREA AROUND TENNIS COURTS DENOTED BY
HATCHING SHALL HAVE TOP SOIL MATERIAL PLACED AS
NEEDED FOR BACKFILL / STABILITY PURPOSES AROUND NEW
IMPROVEMENTS. ALL OTHER LANDSCAPE WORK SHALL BE
PERFORMED BY OTHERS.
04/29/15
14-0425.002
DRAWING NAME
LANDSCAPING:
SOIL STABILIZATION:
PLACE TOPSOIL AROUND ALL NEW CONCRETE TO WITHIN
1-1/2 INCHES OF TOP OF CONCRETE. SLOPE TOPSOIL @ 1:2
AWAY FROM CONCRETE AFTER 4 FOOT LEVEL AREA, PER
CROSS SECTION.
TENNIS COURT
CONSTRUCTION PLAN
FOR ALL NEW CONCRETE & ASPHALT CONSTRUCTION, SUB-GRADE SOILS SHALL BE
OVER EXCAVATED AS NEEDED TO ALLOW FOR A MINIMUM OF 8 INCHES OF SELECT
FILL MATERIAL TO BE PLACED & COMPACTED BENEATH SPECIFIED FLEX BASE &
OTHER SURFACE MATERIAL LAYERS.
10
0
5
20
10
40
30
SCALE IN FEET
CONTRACTOR SHALL BE RESPONSIBLE TO GRADE THE GROUND ADJACENT TO THE
NEW FACILITY ON ALL SIDES AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY
FROM ALL NEW CONSTRUCTION TO LOWER ELEVATIONS LYING SOUTH OF PROJECT
PROPERTY.
ADDENDUM 1
C.05
5
12
CONSTRUCT 8' TALL CHAIN LINK
FENCE SECTION w/GATE PER
DETAILS SHEET C.08.
CONSTRUCT 8' TALL CHAIN LINK
FENCE SECTION w/GATE PER
DETAILS SHEET C.08.
ARCHITECT
PLACE ACRYLIC TENNIS COURT SURFACE
MATERIAL w/STRIPING AS DETAILED ON
SHEET C.09 & AS SPECIFIED.
AREA = 13,924 SQ.FT. FOR EACH SET OF 2
COURTS
INSTALL 8' TALL CHAIN LINK
FENCE w/DOUBLE GATE PER
DETAILS SHEET C.08.
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
NOTE:
UNDER ALTERNATE PROPOSAL No. 001,
ALL CHAIN LINK FENCING COMPONENTS
SHALL BE BLACK w/VYNAL COATING.
INSTALL TENNIS STANDARD &
NET PER DETAILS SHEET C.09.
ENGINEER
IN FRONT OF GRANDSTANDS DROP FENCE TO 3-FOOT
TALL, 50 LINEAR FEET SECTION. INSTALL 3-FOOT
FENCE PER DETAIL SHEET C.08. TYPICAL ALL 4
COURT / GRANDSTAND SECTIONS.
INSTALL 10' TALL CHAIN LINK FENCE WITHOUT
WIND SCREEN PER DETAILS SHEET C.07.
LENGTH = 240 L.FT. PER SET OF 2 COURTS
FENCING SHALL BE SET TO CREATE 120' x 120'
FENCED AREA FOR EACH SET OF 2 COURTS.
FENCE POST SHALL BE SET IN REINFORCED
CONCRETE, NOT IN POST TENSION SLAB.
INSTALL 10' TALL CHAIN
LINK FENCE & GATE.
INSTALL 10' TALL CHAIN LINK FENCE
OVERLAY AS TENNIS COURT ENTRY.
LEAVE 36" OPENING IN TENNIS
COURT FENCING AS ENTRY WAY.
PROJECT
INSTALL 10' TALL CHAIN
LINK FENCE & GATE.
INSTALL 10' TALL CHAIN LINK FENCE
OVERLAY AS TENNIS COURT ENTRY.
LEAVE 36" OPENING IN TENNIS
COURT FENCING AS ENTRY WAY.
IN FRONT OF GRANDSTANDS DROP FENCE TO 3-FOOT
TALL, 50 LINEAR FEET SECTION. INSTALL 3-FOOT
FENCE PER DETAIL SHEET C.08. TYPICAL ALL 4
COURT / GRANDSTAND SECTIONS.
NOTE:
CONSTRUCT 10' TALL CHAIN LINK FENCE w/GATE &
WIND SCREEN AROUND OUTSIDE PERIMETER OR ALL
TENNIS COURTS PER DETAILS SHEET C.07. FENCE
POST SHALL BE SET IN REINFORCED CONCRETE, NOT
IN POST TENSION SLAB.
LENGTH = 1052 L.FT.
COURTS SHALL BE ROYAL BLUE
w/GREEN PERIMETER AREAS.
REVISIONS
1
ELEVATION CHNG
04/29/15
STRIPE TENNIS COURTS PER U.I.L.
STANDARDS & PER DETAIL SHEET C.09.
(TYPICAL - 8 COURTS)
DRAWN BY
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
DRAWING NAME
10
CONTRACTOR SHALL BE RESPONSIBLE TO GRADE THE GROUND ADJACENT TO THE
NEW FACILITY ON ALL SIDES AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY
FROM ALL NEW CONSTRUCTION TO LOWER ELEVATIONS LYING SOUTH OF PROJECT
PROPERTY.
0
5
20
10
14-0425.002
TENNIS COURT
SURFACING &
FENCING PLAN
40
30
SCALE IN FEET
ADDENDUM 1
C.06
6
12
2-7/8"Ø
RAILS
LOOPED CAP
TENSION BAND
TENSION BAND
10' X 9ga
WIRE MESH
5'
2-7/8"Ø
RAILS
1-7/8"Ø GATE
FRAME MEMBERS
FENCE TIES - PLACE EVERY
24" ON RAILS, PLACE
(6) ON LINE POST.
2-7/8"Ø
RAILS
5-7/8"Ø
GATE POST
ARCHITECT
INSTALL WIND SCREEN ON ALL
SECTIONS OF FENCE & GATES.
5'
7'
TENSION BAR
9' HIGH WIND SCREEN
INSTALLED PER
MANUFACTURER'S
RECOMMENDATION. INSTALL
ON ALL TENNIS FACILITY
PERIMETER FENCING.
3-7/8"Ø POSTS
FULCRUM LATCH
WITH STRIKE PLATE
5-7/8"Ø POSTS
(ALL POSTS)
TENSION BAR
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
ENGINEER
REINFORCED
CONCRETE
AGGREGATE BASE &
SELECT FILL
3'
TYP
AGGREGATE BASE &
SELECT FILL
18"Ø X 42"
POST HOLE
3'
TYP
3'
TYP
REINFORCED
CONCRETE
PROJECT
18"Ø X 42"
POST HOLE
NOTE:
10'
TYPICAL
POST & RAIL SIZES SHOWN ARE MINIMUM.
LARGER MAY BE APPROVED BY ENGINEER.
10' TALL CHAIN-LINK FENCE WITH MID RAIL DETAIL
10' TALLCHAIN-LINK GATE ELEVATION DETAIL
N.T.S.
N.T.S.
10'-0" OPEN FACE TO FACE
2-7/8"Ø
RAILS
36" FACE
TO FACE
5-7/8"Ø GATE POSTS
TENSION BAND
3-7/8"Ø GATE POST
2-7/8"Ø
RAILS
NOTE:
CHAIN-LINK GATE PLAN
8' x 7' x 9ga
WIRE MESH
N.T.S.
REVISIONS
ELEVATION CHNG
04/29/15
7'-0"
1
GATE FORK
LATCH
INSTALL WIND SCREEN ON ALL
SECTIONS OF FENCE & GATES.
DRAWN BY
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
14-0425.002
PROJECT NO.
DRAWING NAME
36"
MIN.
10' TALL
FENCING DETAILS
6"
MIN.
18"Ø x 42"
POST HOLE
REINFORCED CONCRETE
DROP BAR
10' TALL CHAIN LINK FENCE
w/10' WIDE DOUBLE GATE DETAIL
AGGREGATE BASE &
SELECT FILL
ADDENDUM 1
N.T.S.
C.07
7
12
7' x 3' x 9ga
WIRE MESH
1-7/8"Ø
RAILS
1-7/8"Ø GATE
FRAME MEMBERS
1-7/8"Ø GATE
FRAME MEMBERS
1-7/8"Ø
RAILS
1-7/8"Ø GATE
FRAME MEMBERS
INSTALL SPORTSFIELD SPECIALTIES CLTR CHAIN
LINK TOP RAIL PROTECTIVE PADDING, OR APPROVED
EQUAL ALONG ENTIRE LENGTH OF 3 FOOT FENCING.
7' x 3' x 9ga
MESH
3-7/8"Ø
GATE POSTS
TENSION BAR
TENSION BAR
REINFORCED
CONCRETE
3'
TYP
3'
TYP
REINFORCED
CONCRETE
AGGREGATE BASE &
SELECT FILL
AGGREGATE BASE &
SELECT FILL
18"Ø X 42"
POST HOLE
NOTE:
2"Ø
LINE POST
ENGINEER
12"Ø X 36"
POST HOLE
10'
TYPICAL
PROJECT
NOTE:
N.T.S.
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
18"Ø X 42"
POST HOLE
AGGREGATE BASE &
SELECT FILL
18"Ø X 42"
POST HOLE
8' SINGLE CHAIN-LINK GATE
ELEVATION DETAIL
TENSION BAND
24" ON RAILS, PLACE
4' X 9ga
(3) ON LINE POST.
WIRE MESH
1-5/8"Ø TOP &
BOTTOM RAILS
3'
TYPICAL
END POST
2-7/8"Ø
END POST
7'
TENSION BAR
FULCRUM LATCH
WITH STRIKE PLATE
2'-6"
TYP
FULCRUM LATCH
WITH STRIKE PLATE
7'
3-7/8"Ø
GATE POSTS
ARCHITECT
3' TALL CHAIN-LINK FENCE DETAIL
N.T.S.
8' TALL CHAIN-LINK FENCE
w/6' WIDE GATE DETAIL
N.T.S.
36" FACE
TO FACE
LOOPED CAP
TENSION BAND
4'
10' X 9ga
WIRE MESH
1-7/8"Ø
RAILS
CHAIN-LINK GATE PLAN
4'
1-7/8"Ø POSTS
(ALL POST)
TENSION BAR
3-7/8"Ø POSTS
(ALL POSTS)
N.T.S.
24" ON RAILS, PLACE
(6) ON LINE POST.
REVISIONS
1
NOTE:
ELEVATION CHNG
04/29/15
REINFORCED
CONCRETE
3'
TYP
AGGREGATE BASE &
SELECT FILL
3'
TYP
DRAWN BY
C.J.R.
REVIEWED BY
4/3/2015
DATE
14-0425.002
PROJECT NO.
18"Ø X 42"
POST HOLE
J.J.B.
DRAWING NAME
3' & 8' TALL
FENCING DETAILS
10'
TYPICAL
8' TALL CHAIN-LINK FENCE WITH MID RAIL DETAIL
N.T.S.
ADDENDUM 1
C.08
8
12
GUTTER AS SHOWN. PLACE #4
BARS @ 12" O.C. EACH WAY.
6"
SLOPE
1.0%
12"
6"
12"
SIDEWALK. SEE LANDSCAPE /
ARCHITECTURAL DRAWINGS
SLOPE
1.0%
UNDER BASE PROPOSAL, 2" THICK
ASPHALT.
UNDER ALTERNATE PROPOSAL
No. 002, 5" THICK REINFORCED
CONCRETE.
6" THICK
AGGREGATE BASE
INSTALL 8ml MINIMUM THICKNESS
POLYURETHANE LINER OVER
AGGREGATE MATERIAL PRIOR TO
PLACING CONCRETE.
CURB & GUTTER AGAINST GRASS
SECTION DETAIL
6" THICK
AGGREGATE BASE
PLACING CONCRETE.
8" SELECT FILL BENEATH
ALL NEW CONSTRUCTION.
4" THICK AGGREGATE
BASE COURSE.
ARCHITECT
6"
6"
12"
SLOPE
1.0%
12"
UNDER BASE PROPOSAL, 2" THICK
ASPHALT.
UNDER ALTERNATE PROPOSAL
No. 002, 5" THICK REINFORCED
CONCRETE.
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
CURB & GUTTER AGAINST WALK
SECTION DETAIL
N.T.S.
6" THICK
AGGREGATE BASE
ENGINEER
4" THICK AGGREGATE
BASE COURSE.
N.T.S.
TENNIS COURT
STANDARD & NET.
6"
CONSTRUCT 6" WIDE x 12" TALL
CONCRETE CURB WALL. PLACE
#4 BARS @ 12" O.C.
PROJECT
12"
7" THICK POST TENSION
CONCRETE SLAB.
NEW SOD GRASS
ASPHALT
12"
6"
ASPHALT
6" THICK
AGGREGATE
BASE.
CONCRETE POST FOUNDATION
PER MANUFACTURERS
RECOMMENDATIONS.
COURTS SHALL BE ROYAL BLUE
PLACING CONCRETE.
4" THICK AGGREGATE
BASE COURSE.
4" THICK AGGREGATE
BASE COURSE.
1" COMPRESSIBLE FILLER, w/SEALANT.
ALL AROUND NET POST FOUNDATION
FOR FULL DEPTH OF POST TENSION SLAB.
TENNIS STANDARD DETAIL
N.T.S.
CURB SECTION DETAIL
N.T.S.
CURB & GUTTER SECTION DETAIL
PERIMETER AREAS SHALL BE GREEN
6"
MIN.
EARTHEN
BACKFILL
4"
MIN.
EARTHEN
BACKFILL.
SAND OR COMPACTED
CLASS II GRANULAR
MATERIAL.
SAND OR COMPACTED
CLASS II GRANULAR
MATERIAL.
24" MIN.
(UNLESS OTHERWISE NOTED)
VARIES
N.T.S.
REVISIONS
1
ELEVATION CHNG
8" MIN
12" MAX
(TYPICAL)
BACK FILL TO BE MECHANICALLY TAMPED IN
6" LIFTS TO 95% OF MAXIMUM STANDARD
PROCTOR DRY DENSITY UNDER DRIVE LOCATIONS.
NOTE:
8" MIN
12" MAX
(TYPICAL)
BACK FILL TO BE MECHANICALLY TAMPED IN
6" LIFTS TO 95% OF MAXIMUM STANDARD
PROCTOR DRY DENSITY UNDER DRIVE LOCATIONS.
4"
MIN.
NOTE:
4"
MIN.
DRAWN BY
PIPE TRENCH PIPE BEDDING DETAIL
FOR WORK OUTSIDE AMARILLO RIGHT-OF-WAY
ELECTRICAL CONDUIT TRENCH DETAIL
FOR WORK OUTSIDE OF AMARILLO RIGH-OF-WAY
N.T.S.
N.T.S.
04/29/15
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
14-0425.002
DRAWING NAME
TYPICAL
DETAILS
ADDENDUM 1
C.09
9
12
MATCH FLOW LINE OF WATERWAY TO FLOW
LINE OF EXISTING CURBS & GUTTER
SECTIONS (BOTH SIDES) & FORM UNIFORM
GRADE BETWEEN ENDS TO CREATE POSITIVE
FLOW ACROSS FLUME.
STRAP RISER
TO FENCE POST.
12"
7" THICK POST
TENSION
CONCRETE SLAB.
CONTINUE CURB WALL THROUGHOUT.
1" COMPRESSIBLE FILLER,
w/SEALANT. ALL AROUND
FENCE POST FOR FULL DEPTH
OF POST TENSIONED SLAB.
EXISTING CURB & GUTTER.
12"
24"
EXISTING CURB & GRUTTER.
WEATHER RESISTANT
110V ELECTRICAL
RECEPTACLE.
NEW 10' CHAIN LINK
FENCE w/MESH SCREEN.
EXPANSION
BOARD.
12"
NEW CONCRETE WALK.
CONTINUE CURB WALL THROUGHOUT.
ARCHITECT
NEW CURB & GUTTER.
NEW CURB & GUTTER.
12"
CONCRETE WATER FLUME DETAIL
4" THICK
AGGREGATE
BASE.
4" THICK
AGGREGATE
BASE.
12"
N.T.S.
GALVANIZED
CAP.
No. 4 BARS w/STRINGERS @ 16" O.C.
6"
5"
STRESSING TENDON
PLACE @ 16" O.C. BOTH
WAYS AS SPECIFIED.
6"
WHERE SIDEWALK IS
ADJACENT TO COURTS,
EXTEND BEYOND WALK.
NOTE:
RISER SHALL BE LOCATED ADJACENT
TO CHAIN LINK FENCE POST.
ENGINEER
ELECTRICAL
RECEPTACLE DETAIL
4" THICK AGGREGATE BASE.
SLAB
STRAND
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
3/4"Ø GALVANIZED
STEEL RISER.
N.T.S.
ALL NEW CONSTRUCTION
1'-0" ±
3-1/2"
PROJECT
3-1/2"
CONCRETE WATER FLUME SECTION DETAIL
N.T.S.
7" THICK POST TENSION
CONCRETE SLAB.
24" #5 SMOOTH DOWEL
3/4" WIDE JOINT
SEALANT 1" DEEP
6"
INSTALL 8ml MINIMUM THICKNESS POLYURETHANE
LINER OVER AGGREGATE MATERIAL PRIOR TO
PLACING CONCRETE.
6" THICK AGGREGATE
BASE COURSE.
16" DOWEL
COATING
VERTICAL SAW CUT 1/8" TO
3/16" WIDE AT 10'-0" O.C. FINISH
WITH JOINT SEALANT
2" MIN.
1 1/4" MIN.
CLEARANCE
11"
3/4"
MINIMUM DEPTH
2 INCHES
TRANSLUCENT DOWEL SLEEVE
(CLOSED END TO FIT DOWEL & BE
SECURED) TO BE INSTALLED 2'-0" O.C.
ASPHALT EXPANSION
JOINT FILLER @ 50'-0" O.C.
TYPICAL POST TENSION
CONCRETE DETAIL
SAWED CONTRACTION
JOINT DETAIL
EXPANSION JOINT DETAIL
N.T.S.
N.T.S.
N.T.S.
NOTE:
EXPANSION JOINTS & CONSTRUCTION JOINTS SHALL
BE PLACED IN ALL NEW REINFORCED CONCRETE.
CONSTRUCTION JOINTS SHALL BE FORMED IN BOTH
DIRECTIONS ON A 10' x 10' GRID WHERE APPLICABLE.
CONSTRUCT CONCRETE PAD BETWEEN TENNIS
COURTS AS SHOWN. PAD SHALL BE 5" THICK
CONCRETE w/4" THICK AGGREGATE. PLACE
w/4" THICK AGGREGATE. PLACE #4 BARS @ 16"
O.C. BOTH WAYS.
NEW 10' CHAIN LINK
CONSTRUCT 4' WIDE CONCRETE WALK AROUND CHAIN LINK
FENCE POSTS AS SHOWN. WALK SHALL BE 5" THICK CONCRETE
w/4" THICK AGGREGATE. PLACE #4 BARS @ 16" O.C. BOTH WAYS.
12"
3'-0"
7" THICK POST
TENSION
CONCRETE SLAB.
EXPANSION
BOARD.
4'-0"
2.0% MAX
SLOPE
6" THICK TOPSOIL MATERIAL.
1
4" MIN.
17'-0" NORTH / SOUTH
32'-10" EAST / WEST
12"
EXISTING
GROUND
1
ELEVATION CHNG
12"
04/29/15
7" THICK POST
TENSION
CONCRETE SLAB.
DRAWN BY
6" THICK
AGGREGATE
BASE.
4" MIN.
REVISIONS
SLOPE @ 1:3
3
6" THICK
AGGREGATE
BASE.
7" THICK POST
TENSION
CONCRETE SLAB.
NEW 10' CHAIN LINK
EXPANSION
BOARD.
4" MIN.
EXPANSION
BOARD.
NEW 10' CHAIN LINK
SECTION A DETAIL
SECTION B DETAIL
N.T.S.
N.T.S.
6" THICK
AGGREGATE
BASE.
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PROJECT NO.
14-0425.002
DRAWING NAME
TYPICAL
DETAILS
ADDENDUM 1
C.10
10 12
TERMINATE CURB WALL LEVEL
w/PARKING LOT GUTTER TO ALLOW
FOR PARKING LOT DRAINAGE PER
DETAIL THIS SHEET.
Ø20" MINIMUM CAST IRON FRAME
AND COVER W/"SEWER" DENOTED IN
COVER SURFACE.
NEW PARKING LOT
LANDSCAPED AREA.
NEW SIDEWALK
NEW GUTTER
ARCHITECT
NERW CURB WALL
Ø4' REINFORCED PRECAST
CONCRETE MANHOLE
NEW 1-1/2"Ø PRESSURE
SEWER PIPE. CORE INTO
MANHOLE & GROUT SEAL.
FORM CONCRETE
HALF-PIPE THROUGH
FLOW CHANNEL
CONNECT EXISTING 4"Ø SEWER PIPE TO
MANHOLE WITH RUBBER BOOT CONNECTION.
LANDSCAPED AREA.
NEW CONCRETE WALKWAY
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
ENGINEER
SEWER MANHOLE SECTION
4" THICK AGGREGATE BASE
MATERIAL COMPACTED TO A
MINIMUM OF 95%.
NEW SIDEWALK
LANDSCAPED AREA.
NEW SIDEWALK
N.T.S.
PROJECT
STAGGERED CURB
PARKING LOT DRAINAGE DETAIL
N.T.S.
EXISTING 4"Ø SEWER PIPE.
FORM CONCRETE HALF-PIPE
BOTTOM TO DIRECT FLOW.
LANDSCAPE SHALL BE GRADED
TO ALLOW POSITIVE DRAINAGE
OUT OF PARKING LOT & AWAY
FROM TENNIS FACILITY.
6"
6"
NEW CONCRETE CURB
NEW 1-1/2"Ø PRESSURE
SEWER PIPE. CORE INTO
MANHOLE & GROUT SEAL.
TBC
ELEV = MATCH EXISTING
EXISTING 4"Ø SEWER PIPE.
STAGGERED CURB
PARKING LOT DRAINAGE SECTION DETAIL
N.T.S.
TOP VIEW
SEWER MANHOLE DETAIL
N.T.S.
CLEAN-OUT
INSTALL E-ONE SEWER SYSTEMS
DR151 PACKAGE GRINDER PUMP
STATION OR APPROVED EQUAL.
DISCHARGE
PIPE CASING
RUBBER END SEAL
WITH STAINLESS
STEEL BANDS.
REVISIONS
INTAKE
INSTALL E-ONE 1-1/2"Ø UNI-LATERAL
STAINLESS STEEL LATERAL VALVE
OR APPROVED EQUAL.
1
ELEVATION CHNG
NOTE:
REBAR
GRIND PUMP STATION & LATERAL
VALVE TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS.
DRAWN BY
CONCRETE
C.J.R.
REVIEWED BY
J.J.B.
4/3/2015
DATE
PIPE CASING & PLUG DETAIL
04/29/15
PROJECT NO.
6" THICK AGGREGATE BASE
N.T.S.
14-0425.002
DRAWING NAME
TYPICAL
DETAILS
SEWER GRINDER PUMP / LIFT STATION DETAIL
N.T.S.
ADDENDUM 1
C.11
11 12
ARCHITECT
Taper curb from 0"
at Sidewalk to 6" at
Bottom of Landing
PLAN
Remove &
Replace
Sidewalk
Jeffery J. Bresee
817-507-8305 Phone | 682-518-9825 FAX
Existing
Crosswalk
ENGINEER
4'x4' (Min)
Maneuvering
Space
HMAC on Concrete Cap
Thickness to Match Existing
Smooth Vertical
Joints (Typ)
C&G
Existing
Crosswalk
Taper curb from
6" to 0" at Bottom
of Landing
Concrete Trench Cap
City of Amarillo Standard
Specifications 4.01 and 4.09
(Latest Edition)
Paving Tie
Depth to Match Existing HMAC
2' Min Width (Typ)
TYPE - 7M "MID-RADIUS MODIFIED"
Existing Asphaltic
Concrete Surface
6x6 W2.9xW2.9
Welded Wire Mesh
PROJECT
2'-0"
6" Min
Existing
Base Material
2"
Existing
Subgrade Material
6"
2" Expansion
Joint Material
CONCRETE PAVER
INSTALLATION NOTES
Curb and Sidewalk
shall be Monolithic
Standard
Laydown
Curb
1) Concrete Paver Units shall meet all requirements of
ASTM C-936, C-33, and shall be laid in a two by two
unit Basket Weave pattern,unless shown otherwise
in the plans.
Backfill in Accordance with
City of Amarillo
Standard Specifications 4.01
(Latest Edition)
Varies
1
VARIES
Min 4" Thick Concrete
Detectable Warning Surface
Utility
Work
SECTION 'A-A'
DETAIL THROUGH LANDING AT CURB CUT
2) Truncated Domes shall be aligned in the direction of
pedestrian travel.
Top Diameter
50-65% of Base Diameter
3) Concrete Paver units shall be saw cut only. Any cut
unit shall not be less than twenty-five (25) percent of
a full unit.
PAVEMENT REPAIR DETAIL
N.T.S.
Base Diameter
0.9" - 1.4"
Landing
Raised Truncated
Dome Surface
(Domes to run parallel
to pedestrian travel)
Max. 4"
(TYP)
2'
Min
Side Flare
(Typ)
C
TRUNCATED DOME DETAIL
(TYP)
C
6" Min
10" Max
REVISIONS
Concrete - Shall conform
to Applicable
City of Amarillo
Specifications
Concrete Paver with
Raised Truncated
Dome Surface
SIDE VIEW
ELEVATION CHNG
DRAWN BY
C.J.R.
REVIEWED BY
1
(1 2" from Top)
SECTION 'C-C'
04/29/15
0.65"
Min
1" Mortar Bed Shall conform
to Applicable
City of Amarillo
Specifications
1" Sand Cushion
6" X 6" W1.4 X 1.4
Welded Wire Mesh
1
TRUNCATED DOME SURFACE
PLAN VIEW (TYP)
4/3/2015
DATE
PROJECT NO.
CONCRETE PAVER INSTALLATION
TRUNCATED DOME SURFACE DETAIL
J.J.B.
14-0425.002
DRAWING NAME
TYPICAL
DETAILS
ADDENDUM 1
C.12
12 12

Dekker/Perich/Sabatini - Southwest General Contractors

Transcription

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