6262C - Construction of Fire Station #4, Addendum 2 (2)Kirkpatrick Architecture Studio
100 West Mulberry
Denton, Texas 76201
940.387.8182 voice
940.383.0262 fax
ADDENDUM
No.
02
To With
Herman Lawson City of Denton
From Date
David M. Robinson 28 October 2016
Project Distribution
City of Denton Fire Station No. 4 Web site Pre-Bid Attendees
The Work described or attached herein shall supplement Plans and Specifications dated 20 July 2016 and shall be
considered to be a part of the bid documents.
Description
This Addendum addresses City review comments and various issues.
Attachments/Revisions
Sketch, Sheet, or Spec Reference
1. Request for Proposals
Exhibit 2 – General
Provisions; Terms and
Conditions
Division C, 8.3
(Page 61)
Add
(h) Weather Delays.
(1) Weather Delay Definitions.
(a) Reasonably Predictable Weather. The number of workdays
that can be expected to be lost in any month due to rainfall
based on 10-year historical weather data.
(b) Rain Day. A potentially lost workday on which rainfall is
equal to or greater than 0.10 inches
(c) Drying Day. A work day(s) immediately following a rainfall
equal to or greater than 1.00 inch which is potentially lost
because of wet ground conditions.
(d) Unusually Severe Weather. When the number of Actual
Workdays Lost is greater than the calculated Total Lost
Days for the month in question.
(2) Reasonably Predictable Weather.
January 3 days July 2 days
February 3 days August 2 days
March 3 days September 2 days
April 3 days October 3 days
May 4 days November 2 days
June 3 days December 3 days
(3) Unusually Severe Weather The Contractor can request time for a
delay due to Unusually Severe Weather.
The number of Actual Workdays Lost is calculated by first
totaling the actual Rain Days plus the actual Drying Days
occurring in the month in question. From this total, deduct any
workdays meeting the following conditions:
(a) The Rain Day or Drying Day occurred on a non-work
weekday such as a holiday.
(b) Rainfall occurred at a time when no weather dependent
work was in progress or occurred during planned or
unplanned shutdowns due to other circumstances such as
equipment failure, strikes, material supplies, delays, etc.
(c) The Contractor was still working or able to work on weather
dependent activities to the extent that less than 50 percent of
the workday was lost due to weather.
10/28/16
Kirkpatrick Architecture Studio 2 Addendum No. 02
28 October 2016
If the net number of Actual Workdays Lost is greater than the
Total Lost Days, then Unusually Severe Weather occurred during
the month in question.
(4) Time Adjustments for Rain Delays. If the net number of Actual
Workdays Lost to rain is less than the Total Lost Days for the
month in question, no time adjustments will be made. If the net
number of Actual Workdays Lost is more, then an excusable time
extension may be granted. Contractor shall summarize the
number of days claimed for the entire month accompanying each
month’s application for payment.
(5) Delays Due To Other Weather Conditions. Delays due to other
unusually severe weather conditions (snow, extreme cold or heat, high
winds, etc.) must be supported with a Weather Time Impact Analysis using
historical weather data. No additional compensation will be granted for
weather delays.
2. Question Are drilled pier casings included in base bid?
Yes, per section 31 63 29 – 1.1 – C, drilled pier casings are included in base
bid.
3. Clarification Data Cabling All work required by the audio, visual and security contractor to be provided by
Owner.
4. Clarification Construction
Materials Testing
All construction materials testing as indicated and required in the construction
documents and specifications to be provided by Owner, not the General
Contractor.
5. Section 07 26 00 2.1 Substitution request for Under Slab Vapor Barrier.
Viper Vaporcheck II 15-mil by Insulation Solutions is an approved
product substitution provided product system and components meet or
exceed specification requirements.
6. Section 32 31 00 Replace the Enclosed Track Industrial Aluminum Cantilever Gate System
(Ameristar TransPort II) specification in its entirety with the attached Steel
Industrial Sliding Roll Gate System (Ameristar PassPort II) specification.
7. MP0.1 Plumbing Fixture
Schedule
Substitution request for TD-1 Trench.
Dura-Trench by Eric Sons is an approved product substitution provided
product system and components meet or exceed basis of design
requirements.
8. LD03 Low Voltage One
Line Diagram
Add low voltage for dimming switch for tubular daylighting device as specified
in section 08 62 50 on keypad 15 in Office 117.
9. C1.01 Revision clouds on attached sheet indicate changes to Water Notes and Fire
Lane Striping Notes.
10. C1.02 Revision clouds on attached sheet indicate changes to detention pond, fire
hydrant location, public parking lot dead-end drive aisle and van accessible
parking stall striping.
11. C1.02B Revision clouds on attached sheet indicate changes to fire hydrant location and
fire lane striping details.
12. C1.03 Revision clouds on attached sheet indicate changes to demolition work required
for new storm sewer under Kings Row.
13. C1.03B Revision clouds on attached sheet indicate removal of houses and fencing to
reflect current existing conditions.
14. C1.04 Revision clouds on attached sheet indicate changes to detention pond concrete
flumes, van accessible parking stall striping, public parking lot dead-end drive
aisle and the addition of driveway and sidewalk slopes.
15. C1.05 Revision clouds on attached sheet indicate changes to the paving plan and
paving legend and the addition of curb ramp type call outs.
16. C1.08 Revision clouds on attached sheet indicate changes to detention pond
embankment width and the addition of call outs for slopes at the bottom of the
detention pond.
17. C1.10 Revision clouds on attached sheet indicate changes to detention pond
embankment width and the addition of a maintenance access ramp.
18. C1.11 Revision clouds on attached sheet indicate changes to grading at public parking
Kirkpatrick Architecture Studio 3 Addendum No. 02
28 October 2016
lot dead-end drive aisle and van accessible parking stall striping.
19. C1.13 Revision clouds on attached sheet indicate updates to the contact info under
Utility Plan Notes and changes to the irrigation tap size and storm sewer under
Kings Row.
20. C1.14 Revision clouds on attached sheet indicate updates to the contact info under
Water Plan Notes and changes to the domestic meter size and irrigation tap
size.
21. C1.16 Revision clouds on attached sheet indicate changes to Existing Drainage Area
Calculations table.
22. C1.17 Revision clouds on attached sheet indicate changes to Proposed Drainage Area
Calculations table.
23. C1.18 Revision clouds on attached sheet indicate changes to storm event years for
hydrograph reports and detention pond and emergency spillway details.
24. C1.19 Revision clouds on attached sheet indicate the addition of notes and profile of
storm sewer under Kings Row.
25. C1.20 Revision clouds on attached sheet indicate changes to Structure Table notes S1,
S2 & S3 from ‘private’ to ‘public’ and the addition of note S3A, and changes to
Pipe Table notes P1, P2 & P3 and the addition of note P3A.
26. C2.04B Attached City of Denton standard asphalt paving detail sheet added.
27. C2.05 Revision clouds on attached sheet indicate changes to standard striping and
signage details and the removal of the industrial cantilever gate system detail.
28. C2.07 Revision clouds on attached sheet indicate changes to show most current City
of Denton standard water details.
29. C2.08 Revision clouds on attached sheet indicate changes to show most current City
of Denton standard water details.
30. C2.09 Revision clouds on attached sheet indicate changes to show most current City
of Denton standard water details.
31. C2.10 Revision clouds on attached sheet indicate changes to show most current City
of Denton standard wastewater details.
32. C2.11 Revision clouds on attached sheet indicate changes to show most current City
of Denton standard wastewater details.
33. C2.12 Revision clouds on attached sheet indicate changes to show most current City
of Denton standard storm sewer details.
34. C3.13B Attached TxDOT traffic control plan standard detail sheet added.
35. L1.1 Revision clouds on attached sheet indicate changes to plant species and
quantities, detention pond, fire hydrant location, public parking lot dead-end
drive aisle, van accessible parking stall striping and the addition of a ROW
corner clip.
36. L1.2 Revision clouds on attached sheet indicate changes to the Plant List species and
quantities, tree caliper sizes and the Tree Guying detail.
37. L2.1 Revision clouds on attached sheet indicate changes to the irrigation tap size
from 1-1/2” to 2”.
38. L2.2 Revision clouds on attached sheet indicate changes to the gallons per minute
(gpm) requirements for station 3.
39. L2.4 Revision clouds on attached sheet indicate changes to the irrigation notes and
legend.
40. TS1.1 Revision clouds on attached sheet show the locations of the required tree
protection fencing for the existing trees that are to remain.
41. TS1.2 Revision clouds on attached sheet indicate changes to the “Existing Tree
Mitigation” tables.
42. A-1.01 Revision clouds on attached sheet indicate changes to detention pond, fire
hydrant location, public parking lot dead-end drive aisle and van accessible
parking stall striping.
Kirkpatrick Architecture Studio 4 Addendum No. 02
28 October 2016
43. A-1.02 Revision clouds on attached sheet indicate changes to dumpster gate finish and
the addition of a bollard detail at the fire hydrant.
44. A-4.01 Revision clouds on attached sheet indicate changes to the mounting height of
the exterior light fixtures.
45. A-4.02 Revision clouds on attached sheet indicate changes to the mounting height of
the exterior light fixtures.
46. A-8.01 Revision clouds on attached sheet indicate removal of 1 hour fire rating at door
125.
47. MP0.1 Revision clouds on attached sheet indicate changes to plumbing fixture SH-1.
48. P3.3 Revision clouds on attached sheet indicate changes to the gas line size on the
mezzanine from 3” to 2-1/2”.
49. P4.3 Revision clouds on attached sheet indicate changes to the Gas Riser Diagram.
50. E0.1 Revision clouds on attached sheet indicate changes to the One Line Diagram
and Main Distribution Panel schedule.
51. E0.2 Revision clouds on attached sheet indicate changes to the electrical schedule for
the air compressor in Shop 142.
52. E1.0 Revision clouds on attached sheet indicate additional information provided for
keynote 19 and the addition of street names for clarification.
53. E2.1 Revision clouds on attached sheet indicate the addition of the fixture type
designation L for the under cabinet strip lighting for clarification.
City of Denton Fire Station No. 4 STEEL INDUSTRIAL SLIDING ROLL GATE SYSTEM
Kirkpatrick Architecture Studio 323100 - 1
Addendum No. 02 28 October 2016
SECTION 323100 – STEEL INDUSTRIAL SLIDING ROLL GATE SYSTEM
PART 1 - GENERAL
1.1 WORK INCLUDED
A. The contractor shall provide all labor, materials, and appurtenances necessary for installation of the steel roll
gate system defined herein at City of Denton Fire Station No. 4.
1.2 RELATED WORK
A. Related Requirements:
1. Section 310000 - Earthwork
2. Section 031100, 032000, 033000 - Concrete
1.3 SYSTEM DESCRIPTION
A. The manufacturer shall supply a total roll gate system of Ameristar® PassPort II® Industrial Ornamental
design series and Genesis style. The system shall include all components (i.e., tracks, uprights, bracing,
pickets, hardware, fittings and fasteners) required.
1.4 QUALITY ASSURANCE
A. The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of
construction involved and materials and techniques specified.
1.5 REFERENCES
A. ASTM B117 – Practice for Operating Salt-Spray (Fog) Apparatus
B. ASTM D523 – Test Method for Specular Gloss
C. ASTM D714 – Test Method for Evaluating Degree of Blistering in Paint
D. ASTM D822 – Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered
Open-Flame Carbon-Arc Light and Water Exposure Apparatus
E. ASTM D1654 – Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments
F. ASTM D2244 – Test Method for Calculation of Color Differences from Instrumentally Measured Color
Coordinates
G. ASTM D2794 – Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation
H. ASTM D3359 – Test Method for Measuring Adhesion by Tape Test
1.6 SUBMITTAL
A. The manufacturer’s submittal package shall be provided prior to installation.
1.7 PRODUCT HANDLING AND STORAGE
A. Upon receipt at the job site, all materials shall be checked to ensure that no damages occurred during
shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage
and to protect against damage, weather, vandalism and theft.
PART 2 - MATERIALS
2.1 MANUFACTURER
A. The steel roll gate system shall conform to Ameristar PassPort II Industrial Ornamental design series,
Genesis style and 2-rail frame configuration manufactured by Ameristar Fence Products, Inc. in Tulsa,
Oklahoma.
2.2 MATERIAL
A. Steel material for roll gate components (i.e. pickets, rails, diagonals and uprights), shall be commercial steel
with minimum yield strength of 45,000 psi (344MPa).
B. Ornamental picket material shall be 1” square x 14 Ga. tubing. Picket spacing shall be 4-3/4”. Material for top
City of Denton Fire Station No. 4 STEEL INDUSTRIAL SLIDING ROLL GATE SYSTEM
Kirkpatrick Architecture Studio 323100 - 2
Addendum No. 02 28 October 2016
rails, uprights and diagonal rails shall be 2” square x 12 Ga. tubing. Material for the bottom rail shall be 2” x 4”
x 11 Ga. tubing. Posts shall be a minimum of 4” square x 11 Ga. tubing.
2.3 FABRICATION
A. Pickets/pales, rails, uprights and posts shall be precut to specified lengths. Diagonals shall be precut to
specified lengths and angles. Frame materials shall be joined by welding. Pickets/pales shall be face welded
to roll gate frame.
B. The manufactured roll gates and bolt-on panels (if applicable) shall be subjected to the PermaCoat® thermal
stratification coating process (high-temperature, in-line, multi-stage, multi-layer) including, as a minimum, a
six-stage pre-treatment/wash (with zinc phosphate), an electrostatic spray application of an epoxy base, and
a separate electrostatic spray application of a polyester finish. The base coat shall be a thermosetting epoxy
powder coating (gray in color) with a minimum thickness of 2 mils (0.0508mm). The topcoat shall be a
“no-mar” TGIC polyester powder coat finish with a minimum thickness of 2 mils (0.0508mm). The color shall
be Black. The stratification-coated framework shall be capable of meeting the performance requirements for
each quality characteristic shown in Table 1.
C. Completed gates shall be capable of supporting a 200 lb. load applied at mid-span without permanent
deformation.
PART 3 - EXECUTION
3.1 PREPARATION
A. All new installation shall be laid out by the contractor in accordance with the construction plans.
3.2 INSTALLATION
A. Gate posts shall be set in accordance with the spacing’s shown in the construction plans. The “Earthwork”
and “Concrete” sections of this specification shall govern post base material requirements. 6” wheels shall
be bolted to the gate (between the wheel plates welded near the ends of the gate bottom rail). The gate shall
be set upright with the V-grooved wheels positioned over the pre-installed steel V-track that traverses the
gate opening. Roller guides shall be affixed to the gate posts at a height even with the gate top rail to hold the
gate in a vertical position. Gate stops shall be welded to the end of the gate or track so gate cannot pass
rollers in either direction
3.3 CLEANING
A. The contractor shall clean the jobsite of excess materials; post hole excavations shall be scattered uniformly
away from posts.
Table 1 – Coating Performance Requirements
Quality Characteristics ASTM Test Method Performance Requirements
Adhesion D3359 – Method B Adhesion (Retention of Coating) over 90% of test area
(Tape and knife test).
Corrosion Resistance B117, D714 & D1654 Corrosion Resistance over 1,000 hours (Scribed per D1654;
failure mode is accumulation of 1/8” coating loss from scribe
or medium #8 blisters).
Impact Resistance D2794 Impact Resistance over 60 inch lb. (Forward impact using
0.625” ball).
Weathering
Resistance
D822 D2244, D523 (60˚
Method)
Weathering Resistance over 1,000 hours (Failure mode is
60% loss of gloss or color variance of more than 3 delta-E
color units).
END OF SECTION
R
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C1.02B
FIRE LANES
FIRE LANES SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 24 FEET OR 26 FEET
WHEN LOCATED WITHIN 35 FEET OF ANY STRUCTURE IN EXCESS OF 36 FEET IN HEIGHT. AN
UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES IS REQUIRED.
STRIPING:
WHERE RED STRIPE INTERSECTS WITH A CURB LINE, PAINT FACE AND TOP OF CURB RETURN.
FIRE APPARATUS ACCESS ROADS SHALL BE MARKED BY PAINTED LINES OF RED TRAFFIC PAINT
SIX INCHES (6") IN WIDTH TO SHOW THE BOUNDARIES OF THE LANE. THE WORDS "NO PARKING
FIRE LANE" OR "FIRE LANE NO PARKING" SHALL APPEAR IN FOUR INCH (4") WHITE LETTERS AT
20 FEET INTERVALS ON THE RED BORDER MARKINGS ALONG BOTH SIDES OF THE FIRE LANES.
PAINT 4 INCH HIGH LETTERING WITH A 1 INCH STROKE CENTERED ON RED STRIPE SHALL READ:
"NO PARKING" - "FIRE LANE". THIS LETTERING SHALL BE PAINTED EVERY 20 FEET AS MEASURED
FROM THE END OF ONE LETTERING GROUP TO THE BEGINNING OF THE NEXT GROUP WITH A 1
FOOT SPACE BETWEEN "NO PARKING" AND "FIRE LANE". (NOTE: QUOTES ARE USED IN THIS
DESCRIPTION FOR EMPHASIS ONLY AND ARE NOT TO BE PAINTED WITH THE LETTERING)
SIGNS:
SIGNS SHALL READ "NO PARKING FIRE LANE OR "FIRE LANE NO PARKING" AND SHALL BE 12"
WIDE AND 18" HIGH. SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH LETTERS AND
BORDERS IN RED, USING NOT LESS THAN 2" LETTERING. SIGNS SHALL BE PERMANENTLY
AFFIXED TO A STATIONARY POST AND THE BOTTOM OF THE SIGN SHALL BE SIX FEET, SIX
INCHES (6'-6") ABOVE FINISHED GRADE. SIGNS SHALL BE SPACED NOT MORE THAN FIFTY FEET
(50') APART. SIGNS MAY BE INSTALLED ON PERMANENT BUILDINGS OR WALLS OR AS APPROVED
BY THE CODE OFFICIAL.
FIRE LANE STRIPING SAYS:
(REPEAT SEQUENCE)
SPACE
20'"FIRE LANE"1'"NO PARKING"1'
SPACE
20' "NO PARKING" "FIRE LANE"
SPACESPACE
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DIMENSION
CONTROL PLAN
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C1.16
EXISTING DAM
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PROPOSED DAM
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C1.18
HYDRAULIC
CALCULATIONS
DETENTION POND A
EMERGENCY SPILLWAY DETAIL
1.5 INCH STORM - HYDROGRAPH REPORT 1 YEAR STORM EVENT- HYDROGRAPH REPORT 25 YEAR STORM EVENT - HYDROGRAPH REPORT 100 YEAR STORM EVENT - HYDROGRAPH REPORT
DETENTION POND A DETAIL
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C1.19
STORM SEWER
PLAN
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PROFILE SCALE
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1" =4'
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STORM SEWER
NOTES
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PUBLIC PAVING
DETAILS
1 10/28/16 ADDENDUM NO. 2
NOT TO SCALE
ROAD SIGNS
COLORS:
BORDER: WHITE
BACKGROUND: BLACK
TEXT: WHITE
COLORS:
BORDER: WHITE
BACKGROUND: BLACK
TEXT: WHITE
COLORS:
BORDER: WHITE
BACKGROUND: RED
TEXT: WHITE
4000 PSI CONC.
SITE CONC. OR GRADE
2-3/8" O.D. GALV. STEEL POST
SEE DETAIL AT LEFT FOR SIGN FACE -
TRAFFIC SIGNS SHALL MEET CITY
REQUIREMENTS REFER TO PAVING
PLAN FOR LOCATIONS AND FACES TO
READ
CAP TUBE BEHIND
B
A
D
TYPICAL CONCRETE FILLED
PIPE BOLLARD DETAIL
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FIRE LANES
FIRE LANES SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 24 FEET OR 26 FEET
WHEN LOCATED WITHIN 35 FEET OF ANY STRUCTURE IN EXCESS OF 36 FEET IN HEIGHT. AN
UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES IS REQUIRED.
STRIPING:
WHERE RED STRIPE INTERSECTS WITH A CURB LINE, PAINT FACE AND TOP OF CURB RETURN.
FIRE APPARATUS ACCESS ROADS SHALL BE MARKED BY PAINTED LINES OF RED TRAFFIC PAINT
SIX INCHES (6") IN WIDTH TO SHOW THE BOUNDARIES OF THE LANE. THE WORDS "NO PARKING
FIRE LANE" OR "FIRE LANE NO PARKING" SHALL APPEAR IN FOUR INCH (4") WHITE LETTERS AT
20 FEET INTERVALS ON THE RED BORDER MARKINGS ALONG BOTH SIDES OF THE FIRE LANES.
PAINT 4 INCH HIGH LETTERING WITH A 1 INCH STROKE CENTERED ON RED STRIPE SHALL READ:
"NO PARKING" - "FIRE LANE". THIS LETTERING SHALL BE PAINTED EVERY 20 FEET AS MEASURED
FROM THE END OF ONE LETTERING GROUP TO THE BEGINNING OF THE NEXT GROUP WITH A 1
FOOT SPACE BETWEEN "NO PARKING" AND "FIRE LANE". (NOTE: QUOTES ARE USED IN THIS
DESCRIPTION FOR EMPHASIS ONLY AND ARE NOT TO BE PAINTED WITH THE LETTERING)
SIGNS:
SIGNS SHALL READ "NO PARKING FIRE LANE OR "FIRE LANE NO PARKING" AND SHALL BE 12"
WIDE AND 18" HIGH. SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH LETTERS AND
BORDERS IN RED, USING NOT LESS THAN 2" LETTERING. SIGNS SHALL BE PERMANENTLY
AFFIXED TO A STATIONARY POST AND THE BOTTOM OF THE SIGN SHALL BE SIX FEET, SIX
INCHES (6'-6") ABOVE FINISHED GRADE. SIGNS SHALL BE SPACED NOT MORE THAN FIFTY FEET
(50') APART. SIGNS MAY BE INSTALLED ON PERMANENT BUILDINGS OR WALLS OR AS APPROVED
BY THE CODE OFFICIAL.
FIRE LANE STRIPING SAYS:
(REPEAT SEQUENCE)
SPACE
20'"FIRE LANE"1'"NO PARKING"1'
SPACE
20' "NO PARKING" "FIRE LANE"
SPACESPACE
4"
TYPICAL CONTINENTAL CROSSWALK DETAIL
NOT TO SCALE
TYPICAL PARKING
STRIPING DETAIL
18'
18'
N.T.S.
9' 9'
4" SOLID WHITE
STRIPE (TYP.)
C2.05
STRIPING &
SIGNAGE
DETAIL
110/28/16ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVEDENTON, TEXASC2.07
WATER DETAILS
1 10/28/16 ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVEDENTON, TEXASC2.08
WATER DETAILS
1 10/28/16 ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVE DENTON, TEXAS
C2.09
WATER DETAILS
1 10/28/16 ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVE DENTON, TEXAS
C2.10
SANITARY
SEWER
1 10/28/16 ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVE DENTON, TEXAS
C2.11
SANITARY
SEWER
1 10/28/16 ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVE DENTON, TEXAS
C2.12
STORM DETAILS
1 10/28/16 ADDENDUM NO. 2
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te@PLTDATELONG@PLTTIME@DWGFULLNAMEEXTSHERMAN DRIVE DENTON, TEXAS
C3.13B
TxDOT TRAFFIC
CONTROL PLAN
110/28/16ADDENDUM NO. 2
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVE DENTON, TEXAS
S H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182teMP0.1
1 10/28/16 ADDENDUM NO. 2
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-MP0.1.dwg, 10/27/2016 2:19:50 PM, amartinez
NOTES BY SYMBOL " "
GENERAL NOTES
1. REFER TO MP0.0 FOR ADDITIONAL HVAC & GENERAL
NOTES, ABBREVIATIONS AND SYMBOLS LEGEND.
2. PROVIDE ACOUSTIC SEAL AT RETURN AIR TRANSFER,
SUPPLY OR OUTSIDE AIR DUCTWORK FOR ALL
ACOUSTIC WALLS TO DECK.
1. NORMALLY OPEN GAS SOLENOID VALVES FOR GAS GRILLE AND GAS RANGE. PROVIDE
AN ELECTRIC SHUT-OFF VALVE. ASCO MODEL 8042 SERIES, 120V,60Hz.
2. 1" G DOWN TO CONNECTION FOR GAS GRILL (100 CFH) PROVIDE PIPING WITH AN
ACCESSIBLE REMOVABLE CAP AND PLUG VALVE.
3. 1-1/4" G DOWN TO STOVE (200 CFH). PROVIDE PIPING WITH AN ACCESSIBLE QUICK
CONNECT AND PLUG VALVE.
1" G
1" G
1-1/4" G
1" G
1-1/4" G1-1/4" G
1-1/2" G
2" G
2-1/2" G
GAS PIPING
VERTICALLY
IN WALL
3" G
1" G
3" G
1-1/4" G (200 CFH)
DOWN TO WATER HEATER
3" G
GAS METER SET TO DELIVER
1,445 CFH AT 0.5 PSI
TDL=250'-0"
WH-1
RH-2
150 CFH
RH-1
150 CFH
OFFSET PIPING UP AND KEEP TIGHT TO STRUCTURE ABOVE
THE VEHICLE BAYS AND COORDINATE PIPE ROUTING WITH
ARCHITECT PRIOR TO INSTALLATION
UH-1
55 CFH
UH-2
55 CFH
AC-1
02
P3.3
UH-3
55 CFH
GAS PIPING VERTICALLY
IN WALL
1-1/4" G
1-1/4" G
1
2
ATMOS GAS CONTACT:
RON HAYS
PROJECT SPECIALIST
EMAIL: RON.HAYS@ATMOSENERGY.COM
PHONE: (940)-380-7479
2-1/2" G
2-1/2" G
1-1/4" G
1" G
1-1/4" G
1-1/4" G
2" G
1" G
1" G
1" G
2" G
1-1/2" G
1" G
1-1/4" G
1" G
1" G
1
1" G
3
1
PLUMBING FLOOR PLAN - GAS01SCALE: 1/8"=1'-0"
NORTH
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVEDENTON, TEXASS H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182teP3.3
PLUMBING MEZZANINE - GAS02SCALE: 1/4"=1'-0"
10/28/16 ADDENDUM NO. 21
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-P3.3.dwg, 10/26/2016 4:11:57 PM, amartinez
SSSSSSSSSSSSSS
GAS GRILL
CONNECTION
(100 CFH)
4223
(1445 CFH)
NEW METER
G
GAS REGULATOR
CONNECT TO
EXISTING NATURAL
GAS LINE
RH-1
(150 CFH)
NOTE:
REDUCE GAS PRESSURE AT THE
EQUIPMENT'S REGULATORS IN
ACCORDANCE WITH EQUIPMENT
MANUFACTURER'S SPECIFICATIONS.
RH-2
(150 CFH)
UH-1
(55 CFH)
UH-2
(55 CFH)
UH-3
(55 CFH)
F-7
(60 CFH)
F-6
(60 CFH)
F-5
(60 CFH)
F-3
(60 CFH)
GAS STOVE
(200 CFH)
F-8
(60 CFH)
F-1
(60 CFH)
F-2
(60 CFH)
F-4
(60 CFH)
WH-1
(200 CFH)
3" N.G.
GAS COCK
(TYP.)3" N.G.
1" N.G.1" N.G.1" N.G.1" N.G.1-1/4" N.G.1-1/4" N.G.2-1/2" N.G.
1-1/4" N.G.
1-1/4" N.G.1-1/2" N.G.
1-1/4" N.G.
2" N.G.2" N.G.
1" N.G.1" N.G.
1" N.G.
1" N.G.1" N.G.1" N.G.1" N.G.
1-1/4" N.G.
2" N.G.1-1/2" N.G.1-1/4" N.G.1-1/4" N.G.
1" N.G.
2-1/2" N.G.
1
PLUMBING RISERS01SCALE: NTS
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVEDENTON, TEXASS H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182teP4.3
GAS RISERS02SCALE: NTS
10/28/16 ADDENDUM NO. 21
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-P4.3.dwg, 10/26/2016 4:09:34 PM, amartinez
POLE MOUNTED TRANSFORMER
2 #12, 3/4"C FOR VOLTAGE SENSING
LA
PANEL
60A
SPD4#6 1"C.MAIN DISTRIBUTION PANEL 120/208V, 3 PH, 600A, 22 KAIC
FUSED SWITCH CLASS RK-1 FUSES.
TYPE 2
2 SETS: 4 #350 KCM, 1 #1/0G, 4"C
4 #250KCM, 1 #4G, 2.5"CLB
PANEL
200 KW DIESEL
GENERATOR
3P-600A MOLDED CASE
ELECTRONIC CIRCUIT BREAKER
3/0 CU. G.
SERVES BATTERY CHARGER,
CONTROL PANEL, BLOCK HEATER
BOND NEUTRAL TO GROUND
CONDUCTOR AT GENERATOR
2 SETS: 4 #350 KCM, 4"C
SUITABLE FOR SERVICE ENTRANCE
PANELS
3/0 CU
600 600
UTILITY METERING TRANSOCKET
AS REQUIRED LTG
2 SETS: 4 #350 KCMIL,
1 #1G, 3"C
AUTOMATIC TRANSFER SWITCH
4 POLE, 600 AMP
LM
PANEL
250A250A
CNTRL 4 #250KCM, 1 #4G, 2.5"CSPACE
LN
PANEL
250A 250A
4 #250KCM, 1 #4G, 2.5"C 4 #250KCM, 1 #4G, 2.5"CBY UTILITY COMPANY
SECONDARY CONNECTION PEDESTAL
BY UTILITY COMPANY
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVEDENTON, TEXASS H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182te ONE LINE DIAGRAM01SCALE: NTS
E0.1 PANEL SCHEDULES02SCALE: NTS
1 10/28/16 ADDENDUM NO. 2
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-E0.1.dwg, 10/26/2016 4:18:02 PM, amartinez
POWER TO MECHANICAL SCHEDULES01SCALE: NTS
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVEDENTON, TEXASS H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182teE0.2
1 10/28/16 ADDENDUM NO. 2
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-E0.2.dwg, 10/26/2016 4:15:54 PM, amartinez
11
5
1
3
2
11
10
6
7
9
12
SA3
SA1
SA1
SA2
SA1
SA1SA1
J
J
J
14
15
16
J
LOW VOLTAGE
GATE CONTROLS
J
J
4
4
17
18
JJ
19
GENERAL NOTES
1. MEET WITH THE ELECTRIC UTILITY COMPANY REPRESENTATIVE
PRIOR TO BIDDING THE PROJECT. REVIEW THE SITE PLAN AND THE
ELECTRICAL RISER DIAGRAM AND VERIFY THE REQUIREMENTS FOR
PROVIDING ELECTRIC SERVICE TO THE BUILDING. DETERMINE
WHAT WORK WILL BE PERFORMED BY THE POWER COMPANY AND
WHAT WORK WILL BE PERFORMED BY THE CONTRACTOR. OBTAIN
COPIES OF APPROPRIATE DETAILS, STANDARDS AND
INSTRUCTIONS. UTILITY LOCATIONS SUBJECT TO CHANGE DURING
THIS COORDINATION. ALL CHANGES MUST BE ACCOUNTED FOR IN
THE BID. NO ADDITIONAL FUNDS WILL BE PROVIDED FOR FAILING TO
COORDINATE THIS WORK.REQUEST THE AMOUNT OF ANY UTILITY
CHARGES TO BE CHARGED TO THE PROJECT. INCLUDE THESE
COSTS IN THE BID.
2. PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION, AND
SERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATION
OF ELECTRICAL SERVICE AS DIRECTED BY THE UTILITY COMPANY.
3. WORK INCLUDED:
3.1 FURNISH AND INSTALL UNDERGROUND CONDUITS WITH ONE
SPARE, FOR THE SECONDARY SERVICE CONDUCTORS.
3.2 FURNISH AND INSTALL CONDUITS, WIRES, AND METERING
EQUIPMENT TO PROVIDE AN ELECTRICAL SERVICE ENTRANCE
AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN.
COORDINATE WORK WITH THE CITY ELECTRIC AND
COMMUNICATION UTILITY COMPANIES, VERIFY ALL
REQUIREMENTS, AND INSTALL SERVICE ENTRANCE
EQUIPMENT IN EXACT COMPLIANCE WITH UTILITY COMPANY
AND LOCAL GOVERNMENTAL AGENCY REQUIREMENTS.
3.3 ARRANGE WITH THE UTILITY COMPANIES TO INSPECT THE
WORK.
3.4 INCLUDE IN THE BID, ALL UTILITY COMPANY CHARGES AND
COSTS RELATED TO THE INSTALLATION OF THE SERVICES
(TELEPHONE, CABLE TV, AND ELECTRIC).
4. PROVIDE WIRE AND CONDUIT TO SITE LIGHTING.
5. REFER TO DRAWING LD-01 TO LD-06 FOR LIGHT FIXTURE TYPES AND
CONTROL INFORMATION.
6. COORDINATE ALL SITE WORK WITH CIVIL ENGINEER PRIOR TO
WORK.
7. SEE SPECIFICATIONS FOR WIRE AND CONDUIT REQUIREMENTS.
1. MAIN DISCONNECT.
2. UTILITY METER AND CT CABINET.
3. IRRIGATION CONTROLLER. POWER AND DATA.
4. PROVIDE 1" UNDERGROUND CONDUIT. TERMINATE IN
WEATHERPROOF JUNCTION BOX. COORDINATE EXACT LOCATION
WITH ARCHITECT.
5. GENERATOR SET.
6. LOCATION OF ELECTRICAL ROOM.
7. LOCATION OF IT ROOM.
8. NOT USED.
9. PROVIDE (3) 4" UNDERGROUND CONDUIT WITH PULLSTRING.
TERMINATE IN PRECAST BOX.
10. REFER TO DRAWING E4.1 FOR WORK IN THIS AREA.
11. PROVIDE EMPTY 2" CONDUIT WITH PULLSTRING FOR FUTURE USE.
CONDUIT DEPTH TO BE 24" BELOW THE BOTTOM OF THE DRIVEWAY
CONCRETE. CAP THE ENDS OF THE CONDUITS AND PLACE WARNING
TAPE 6" ABOVE THE CONDUIT DURING BACKFILL FOR LOCATION OF
THE CONDUIT IN THE FUTURE.
12. POLE MOUNTED TRANSFORMER BY UTILITY COMPANY.
13. PROVIDE OLDCASTLE ELECTRIC & COMMUNICATIONS ENCLOSURE
2436-36. THIS WILL BE POINT OF DEMARCATION.
14. PROVIDE VEHICLE INDUCTION LOOP (BELDEN BURY WIRING PART
NO. 582115) IN PAVEMENT. PROVIDE A PRE-FORMED PVC LOOP AND
PATHWAY TO THE GATE CONTROL PANEL. COORDINATE
CONNECTION REQUIREMENTS WITH GATE VENDOR.
15. PROVIDE 1" EMPTY CONDUIT WITH PULLSTRING FOR DATA AND 3/4"
CONDUIT FOR POWER TO LOCATION OF KEYPAD/ PROXIMETY
CENTER FOR GATE CONTROLS. COORDINATE REQUIREMENTS WITH
GATE VENDOR.
16. PROVIDE 120V, 1-PHASE CIRCUIT WITH INLINE SURGE SUPRESSOR
TO GATE CONTROL PANEL.
17. LOW VOLTAGE FLAG POLE LIGHT. PROVIDE WEATHERPROOF
JUNCTION BOX. COORDINATE FINAL LOCATION WITH ARCHITECT.
18. LOCATION OF MEZZANINE LEVEL ELECTRICAL PANELS AND
LIGHTING CONTROL PANELS.
19. DME SERVICE POINT (SECONDARY CONNECTION PEDESTAL) BY
UTILITY COMPANY.
NOTES BY SYMBOL " "
LIGHT POLE
NON-SHRINK GROUT
GRADING OR PAVING
#10 COPPER GROUND
6' GROUND ROD
REFER TO ARCHITECTURAL
VERIFY POLE BASE HEIGHT WITH STRUCTURAL AND
ARCHITECT. DETAIL SHOWN FOR CLARIFICATION OF
ELECTRICAL REQUIREMENTS.
3/4" STEEL BASE AND
1/4" STEEL LEVELING
ANCHOR BOLTS
SUPPLIED BY POLE
MANUFACTURER
CONDUIT 30" BELOW GRADE MIN.
SEE SPECIFICATIONS
RIGID METAL CONDUIT
90'S AND VERTICAL
24" BELOW
GRADE MIN.
CONNECT GROUND
WIRE TO POLE
ANCHOR BASE
COVER
SITE PLAN - ELECTRICAL01SCALE: 1" = 20'-0"
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVEDENTON, TEXASS H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182teNORTH E1.0
THE RESPONSIBILITY OF THE ENGINEER
OF RECORD IS LIMITED TO PROVIDING
POWER TO THE LIGHTING FIXTURES.
THE DESIGN AND CONTROL WAS
PROVIDED BY EX DESIGN GROUP.
CONTACT VICTOR MENENDEZ WITH
QUESTIONS OR COMMENTS:
326 HOWELL STREET
DALLAS, TEXAS 75207
PHONE: 972-360-6490
POLE BASE DETAIL02SCALE: NTS
1 10/28/16 ADDENDUM NO. 2
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-E1.0.dwg, 10/26/2016 4:18:41 PM, amartinez
GENERAL NOTES
NOTES BY SYMBOL " "
1. REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF
ALL LIGHT FIXTURES.
2. REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING
HEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES, UNLESS NOTED
OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE
MOUNTING HEIGHTS OF ALL FIXTURES.
3. COORDINATE FINAL PLACEMENT OF LIGHT FIXTURES IN ALL
MECHANICAL SPACES WITH THE FINAL INSTALLED LOCATIONS OF
ALL MECHANICAL DUCTWORK AND PIPING.
4. PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH CIRCUIT.
OCCUPANCY SENSORS SHALL BE CONNECTED AHEAD OF LOCAL
OVERRIDE SWITCHES.
5. REFER TO DRAWING LD-01 TO LD-06 FOR LIGHTING FIXTURE AND
CONTROL INFORMATION.
1. BATTERY AND CHARGER FOR EMERGENCY FIXTURES.
2. PROVIDE (2) "G" FIXTURES AT EACH SIDE.
3. PROVIDE 4"x4" JUNCTION BOX SURFACE MOUNTED TO CMU WALL FOR
LOW VOLTAGE LED BUILDING SIGNAGE. INSTALL AT 28' AFG. SURFACE
MOUNT TRANSFORMERS ON WALL 8'-0" ABOVE SECOND STAIR
LANDING.
4. INTERIOR CEILING FAN BASIS OF DESIGN: ALTUS-ALT-BA-52-AL-NL-001.
COORDINATE MOUNTING HEIGHT WITH ARCHITECT IN FIELD.
5. EXTERIOR CEILING FAN BASIS OF DESIGN: EMERSON-LOFT CF765BS
WITH 36" DOWN ROD. PROVIDE A 12" x 12" STEEL PLATE WITH
JUNCTION BOX WELDED TO IT TO MOUNT TO THE CANOPY.
6. ADDITIONAL FIXTURES SHOWN REPRESENT FIXTURES ON UPPER
LEVELS OF TOWER.
EE
EE
PANEL QS
LA
LM
PANEL 2
PANEL 3
PANEL 5
LA-59
LA-57 LA-57
E1
E1
E1
E1
F1
F
F1 F1 F1 F1
F1
HHKK
DD
D
D1
A
A
A
A A
A
A
A
A
A
A
AA
A1
D
D
D
D
D
D
D
D
D
D
D
D
A1
D
D
D D
D D1
D D
D
D1
D1D
D
D D1 D1
AAA
AAA
A A A
XT XT
XT XT
XT XT
D
D
D
D D D
D D
D D D
DDD
XT
J
J
3
3
EE E E
E
E E
E
E E
E E
E E
E1
E
C
C
C
C
C
C
C
C
C
DD
D
DD
D
D
D
D D
D D
D D
F1
F
I
F
I
G1G1G1G1G1G1
GEGE
XT XT XT
A1
XT
XT XT
MM
D
D
D
D
D
D
DD
D
D
D
A
D D
F F F F
HH
A
F1
D
LA-57
LA-71
LA-77LA-79LA-81
AA
A
A AAA AAA
A
LA-67
I
I
LA-63
E1
LA-71
LA-71
4
2
LA-59
G
CB1
1 LA-83
LA-61
LA-65
G
2
G
G
A
5
4 4
44
4
4
4 4 4 4 4 4
4
BB B E1
B
B
E1 E1
E1
6
L
FLOOR PLAN - LIGHTING01SCALE: 1/8"=1'-0"NORTH
Texas Registered Firm No. F-7489
500 North Central Expwy., Suite 310
Plano, TX 75074 469.467.0200
Email: mdengca@md-eng.com
Project Number: 16755 SHERMAN DRIVEDENTON, TEXASS H E E T :
D A T E :
C O N T E N T S :
R E V I S I O N S :
No. DATE DESCRIPTION9 4 0 / 3 8 7 . 89 4 0 / 3 8 3 . 0 2 6 2 faxl182teTHE RESPONSIBILITY OF THE ENGINEER
OF RECORD IS LIMITED TO PROVIDING
POWER TO THE LIGHTING FIXTURES.
THE DESIGN AND CONTROL WAS
PROVIDED BY EX DESIGN GROUP.
CONTACT VICTOR MENENDEZ WITH
QUESTIONS OR COMMENTS:
326 HOWELL STREET
DALLAS, TEXAS 75207
PHONE: 972-360-6490
E2.1
PLAN - MEZZANINE04SCALE: 1/8"=1'-0"
PLAN - TOWER LVL. 203SCALE: 1/8"=1'-0"
PLAN - TOWER LVL. 302SCALE: 1/8"=1'-0"
1 10/28/16 ADDENDUM NO. 2
M:\2016\16755 Denton Fire Station No. 4\(5) Drawings\(2) CADD\Plan Sheets\16755-E2.1.dwg, 10/26/2016 4:19:36 PM, amartinez