2.06. Identify purposes of idea- generating methods/techniques.
15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9....
Transcript of 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9....
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Page 1 of 4
Truckee Meadows Water Authority is a not-for-profit, community-owned water utility, overseen by elected officials and citizen appointees from Reno, Sparks and Washoe County.
1355 Capital Blvd. P.O. Box 30013 Reno, NV 89520-3013 775.834.8080 775.834.8003 P F
Addendum No. 1 OLD WASHOE 4 WELL
PWP No.: WA-2016-064 TMWA Project No.: 15-0031
January 14, 2016
The following information, clarifications, changes and modifications are by reference incorporated into the bid documents for the above referenced project. Any work item or contract provision not changed or modified will remain in full force and effect. The bid date and time and construction schedule remain the same.
Questions, Responses and Clarifications
A. Question No. 1: Will TMWA be performing and furnishing material for the 4” hot tap as designated on Sheet C-3, Detail 1? Response to Question No. 1: TMWA will perform the actual hot-tapping of the main. Contractor shall supply, install, and test tapping sleeve and gate valve.
Question No. 2: Sheet C-1 shows the paving stopping at STA 10+20.74. Will the contractor be responsible for any material beyond that point? Response to Question No. 2: No, match finish grade of existing tank site gravel surfacing at termination of proposed paving. Question No. 3: In reviewing the plans and specifications for the project we do not feel that it is possible to reach substantial completion within 101 calendar days of the anticipated start date of February 22. The listed manufacturer of the well pump has quoted a pump delivery time of 14 weeks (98 calendar days) after the approval of their submittals. We would estimate at least three months for the submittals to be prepared, submitted and approved. We request that the time to complete the project be extended or that the Notice to Proceed be held to be issued after the approval of the critical submittals. Response to Question No. 3: Project schedule and duration shall remain as specified. An additional pump model and manufacturer has been specified in this addendum. Also, an “or approved equal” pump in conformance with the specifications will be accepted by TMWA.
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Truckee Meadows Water Authority is a not-for-profit, community-owned water utility, overseen by elected officials and citizen appointees from Reno, Sparks and Washoe County.
1355 Capital Blvd. P.O. Box 30013 Reno, NV 89520-3013 775.834.8080 775.834.8003 P F
Question No. 4: Sheet S-2, Detail A, calls for ‘OVER EXCAVATE IN ACCORDANCE WITH SECTION 31 23 16, EXCAVATION, TYP’. In the soils report prepared by Wood Rodgers, Section 7.4 ‘Grading and Filling’ it states “overexcavation and replacement to prepare the building pad is therefore not required” as it is adequately compacted, previously stated in same sentence. What will be required? Response to Question No. 4: Over excavation and placement of structural fill will be required as depicted in Drawing S-2. Please reference Article 2.11 in the contract General Conditions regarding geotechnical reports made available and interpretations of any conclusions contained within.
B. Technical Specifications:
1. Section 06 10 01 Carpentry, Part 2.02 B, DELETE “5/8 inch” and REPLACE with “3/4 inch”.
2. Section 06 10 01 Carpentry, Part 2.04 A, REPLACE entire paragraph with the following:
A. Continuous Soffit Vent: 10-foot formed galvanized sections, mounted flush with soffit, designed to resist the intrusion of flame and embers through the vent. Vent shall be perforated and provide 96 square inches of net free area per 10-foot section. Also, include intumescent coated aluminum honeycomb shaped insert and stainless steel mesh for complete system.
1. Product and Manufacturer: Vulcan Vent, Gunter Manufacturing Inc.
3. Section 07 24 13 Polymer-Based Exterior Insulation and Finish System, ADD the following paragraph:
1.07 FIRE PERFORMANCE REQUIREMENTS
A. Radiant Heat Ignition: NFPA 268; No ignition @ 20 minutes.
B. Surface Burning: ASTM E 84; Flame spread of 25 or less and smoke developed of 450 or less.
4. Section 08 16 13 Fiberglass Doors, ADD the following paragraph:
1.04. QUALITY ASSURANCE
A. Where labeled fire doors are required, fiberglass doors and frames shall be UL listed and shall be tested successfully to UL10B/UL10C, UBC 7-2 standards.
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Truckee Meadows Water Authority is a not-for-profit, community-owned water utility, overseen by elected officials and citizen appointees from Reno, Sparks and Washoe County.
1355 Capital Blvd. P.O. Box 30013 Reno, NV 89520-3013 775.834.8080 775.834.8003 P F
5. Section 08 16 13 Fiberglass Doors, Part 2.03 B, REPLACE entire paragraph with the following:
B. Core: Fire resistant mineral core.
6. Section 08 16 13 Fiberglass Doors, Part 2.03, ADD the following paragraph:
C. Intumescent: Category A type.
7. Section 08 16 13 Fiberglass Doors, Part 2.04, ADD the following paragraph:
C. Fire Rated Frames: Manufacturer’s standard with UL listed in Warnock Hersey Certification Listings and labeled with rating as scheduled.
8. Section 26 05 01 Electrical, Part 2.23 B. 3. a. 1), DELETE “Paige Electric” and REPLACE with “Flowserve Corporation”.
9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire paragraph with the following:
a. Motor power cable/conductors splice box, three No. 1 AWG, and one No. 6 AWG ground.
10. Section 40 27 02 Process Valves and Operators, Part 2.04 D. 1, REPLACE entire paragraph with the following:
1. Type V690 Submersible Well Pump Check Valve 3 Inch: a. Popper style inline check valve with ductile iron body and FNPT end connections
rated minimum 400 psi working water pressure. b. Ductile iron poppet with Buna-N seal and stainless steel spring and fasteners. c. Stainless steel break-off plug. d. Certified lead-free for use in drinking water service. e. Body lined and coated with NSF-61 certified coating. f. Manufacturer and Product: 1) Flomatic; Model 80DI-PLG. 2) Or equal.
11. Section 44 42 56.03 Submersible Well Pump, Part 2.03 C, REPLACE entire paragraph with the following:
C. Certification: NSF/ANSI 61 and NSF/ANSI 372
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Truckee Meadows Water Authority is a not-for-profit, community-owned water utility, overseen by elected officials and citizen appointees from Reno, Sparks and Washoe County.
1355 Capital Blvd. P.O. Box 30013 Reno, NV 89520-3013 775.834.8080 775.834.8003 P F
12. Section 44 42 56.03 Submersible Well Pump, Part 2.03 D, REPLACE entire paragraph with the following:
D. Manufacturer and Product:
1. Goulds Pumps; Model 5CLC 7-Stage. 2. National Pump Company; Model S6LC 6-Stage. 3. Or approved equal.
13. Section 44 42 56.03 Submersible Well Pump, Part 2.05 I. 1, DELETE “6M152” and REPLACE with “6M151”.
14. Section 44 42 56.03 Submersible Well Pump, Part 2.08, ADD the following paragraph:
E. Factory pump performance test results shall meet acceptance grade 1B, as listed in Table 14.6.3.4 of ANSI/Hydraulic Institute Standard ANSI/HI 14.6-2011. Tolerances for Power and Efficiency shall also be met.
C. Drawings:
1. REPLACE the following Drawings with the attached revised version of each Drawing containing Addendum No. 1 revisions:
Drawing G-3 (sheet 3)
Drawing G-5 (sheet 5)
Drawing G-7 (sheet 7)
Drawing A-2 (sheet 15)
Drawing A-4 (sheet 17)
Drawing S-2 (sheet 19)
2. ADD the following Drawing:
NV Energy Drawing E.1
D. Standard Details:
1. REPLACE the following Standard Details with the attached revised version of each Standard Detail containing Addendum No. 1 revisions:
Standard Detail 0762-001
Standard Detail 0762-002
QUESTION CUT-OFF DATE IS JANUARY 15, 2016 AT 11:00 A.M.
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G KIRSTEN
GENERAL
3
D JOHNSON
CODE DATA, AND LIFE SAFETY PLAN
ARCHITECTURAL LEGEND, NOTES,
G-3
1.
2.
3.
4.
5.
6.
7.
CONCRETE
GYPSUM WALLBOARD
RIGID INSULATION
BATT INSULATION
STEEL
PLYWOOD
WOOD, ROUGH NON-CONTINUOUS
WOOD, ROUGH CONTINUOUS
WOOD, FINISHED
CMU WALL (PLAN)
CMU WALL (SECTION)
ALUMINUM
GROUT
CHECKERED PLATE
GRATING, SPAN DIRECTION INDICATED
GRANULAR FILL
EARTH OR FINISH GRADE
INDICATES PAIR OF DOORS
110.50
RAILINGS
DIRECTION OF SLOPE DOWN
CONTROL JOINT
EXPANSION JOINT
ROOM IDENTIFIER
DOOR IDENTIFIER
LOUVER IDENTIFIER
EXTERIOR ELEVATION INDICATOR
A WALL TYPE INDICATOR
SPOT ELEVATION INDICATOR
DOOR/HATCH SWING INDICATOR
GENERAL ARCHITECTURAL NOTES
ARCH/STRUCT MATERIAL SYMBOLS
F.EXT-X
HINGE SIDE
ROOM NAME
"X" = NUMBER IN SPECIFICATIONS
FIRE EXTINGUISHER
SYMBOL LEGEND
INACTIVE
DOOR IDENTIFIER
INDICATED BY
ACTIVE LEAF
ARCHITECTURAL LEGEND
DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS.
FLOORING IS INSTALLED ABOVE THE FLOOR LINE. FOR
"FLOOR LINE" REFERS TO TOP OF CONCRETE SLABS. FINISH
AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.
REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY
THIS CONTRACT, OR BY OTHERS.
VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN
ADDITIONAL NOTES.
ELECTRICAL AND OTHER CATEGORIES OR DRAWINGS FOR
REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND OTHER EQUIPMENT.
AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL,
FURRING, CURBS, ANCHORS AND INSERTS.PROVIDE ALL BASES
OPENINGS THROUGH FLOORS AND WALLS, ACCESS DOORS,
VERIFY SIZE AND LOCATION OF, AND PROVIDE: REQUIRED
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
MAXIMUM STORIES ALLOWED:
ACTUAL NUMBER OF STORIES:
MAXIMUM HEIGHT ALLOWED:
ACTUAL HEIGHT:
ALLOWABLE NUMBER OF OCCUPANTS:
ACTUAL NUMBER OF OCCUPANTS:
TRAVEL DISTANCE ALLOWED (MAX.):
OCCUPANCY SEPARATION / FIRE RATING:
STRUCTURAL FRAME:
BEARING WALLS:
NONBEARING WALLS, INTERIOR:
FLOOR CONSTRUCTION:
SHAFT ENCLOSURES:
STAIRWAY ENCLOSURE:
CORRIDOR:
0 HRS
0 HRS
0 HRS
0 HRS
0 HRS
1
ACTUAL FLOOR AREA:
MAXIMUM AREA ALLOWED:
55 FT
BUILDING CODE DATA TABLE
N/A
N/A
NORMALLY UNOCCUPIED
N/A
ROOF CONSTRUCTION:
HAZARDOUS MATERIALS
1
BASIC ALLOWABLE:
200 FT
N/A
INTERIOR STORAGE:
F-1 - MODERATE HAZARD, FACTORY INDUSTRIAL OCCUPANCY
MAX STORED AMOUNTCHEMICAL
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS:
16.5 FT (ABOVE GRADE)
X
LIFE SAFETY LEGEND
X = EGRESS WIDTH (36" MIN PROVIDED, TYP)
IN FEET TO Y, EXIT LETTER)
TRAVEL DISTANCE (X=TOTAL DISTANCEX : Y
1/8"=1’-0"
LIFE SAFETY PLAN
AB
101102
TOTAL GROSS = 473 SF
101
101
A ROOM NUMBER
DOOR LETTER
L-1
101
A
N
ORTH
VB
8,500 SF
12.5% SODIUM HYPOCHLORITE (COR)
DISTANCE ON ALL SIDES
0-HOUR RATING; BUILDING HAS MORE THAN 10 FT OF FIRE SEPARATION
NR > 10 FT
CENTERLINE OF STREET):
SEPARATION DISTANCE (FACE OF BLDG TO
EXTERIOR WALL FIRE RESISTANCE BASED ON FIRE
SIGNAGE IDENTIFIER
POST
S-1
DETAIL INDICATOR1
1
NOTES:
EXTINGUISHERS SHOWN ON DWG A-1.
LOCATIONS OF OWNER FURNISHED FIRE 1.
F-1 OCCUPANCY
10 : B
WALL TYPES
SYMBOL LEGEND
A
A1
2 1/2" EIFS
8" CMU
INSULATION
MASONRY FILL
8" CMU WALL W/
A-2
A-2
NOMINAL SURFACE OF MASONRY AND FACE OF CONCRETE WALLS.
UNLESS OTHERWISE INDICATED, PLAN DIMENSIONS ARE TO
FACE, OR ON THE SECTION END EXCEPT AS NOTED.
AND SECTIONS ARE APPROXIMATE. THEY ARE AT THE BUILDING
LINE OF NEW GRADES, AS SHOWN ON THE BUILDING ELEVATIONS
473 / 100 = 4.73 (5)
PROJECT DESCRIPTION:
ROOFING OVER PLYWOOD SHEATHING AND PREFABRICATED WOOD TRUSSES.
SINGLE STORY BUILDING W/ LOAD BEARING CMU WALLS AND ASPHALT SHINGLE
OLD WASHOE 4 WELLFACILITY NAME:
55 GAL
WELLHEAD
ROOM
SODIUM HYPOCHLORITE
ROOM
WELL PIPING
WATER TANK
EXISTING
44 : ACHAINLINK FENCE
EXISTING
B TAVERNA
1 ADDENDUM 1: DESIGN CHANGES FOR PERMITTING REVIEW KRM GBK 1/14/16
2012 IBC, IMC, IWUIC, UPC, UMC & 2011 NEC WITH NEVADA STATE AND WASHOE COUNTY AMENDMENTSBUILDING CODES:
FIRE SUPPRESSION SYSTEM: NONE (HAND-HELD FIRE EXTINGUISHERS PROVIDED BY OWNER)
IGNITION RESISTANT CONSTRUCTION ZONE: HIGH; CLASS 2
1
1
(Per Homeland Security Act)
COMPLETION OF PROJECT
AUTHORITY, RETURN UPON
TRUCKEE MEADOWS WATER
PROPERTY OF
NOT REPRODUCIBLE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
VERIFY SCALE
RECOMMENDED
SUBMITTED
APPROVEDOF
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
FIL
EN
AM
E:
PL
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DA
TE:
OW
4-
G-
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406672.4
2.d
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2016\
01\
13
PL
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3:5
3:4
7
PM
DRAWING NUMBER
SHEET
PH 775-834-8000 / FX 775-834-8003
RENO, NEVADA 89520-3013
1355 CAPITAL BLVD. / PO BOX 30013
29
406672.42
15-0031REVISION DESCRIPTION BY APP DATE
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
W OHLIN 12-17-2015
DECEMBER 2015
BID D
OC
UM
EN
TS
N
A
DAVEF
O
ETAT
S
A
RC HITEC
T
ERET
SI
GE
R D
No. 6358
Exp: 12/31/16
NE
TSRIK .B YERFF
OE
G
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M RANDALL
GENERAL
5
D JOHNSON
STRUCTURAL GENERAL NOTES
G-5
DEFERRED SUBMITTALS
SECTION
SPECIFICATIONITEM
MISC.
23 34 00
DESIGN AND/OR APPROVED CALCULATIONS.
ANY EQUIPMENT OR COMPONENTS REQUIRING ENGINEER
PIPING SUPPORT SYSTEMS
40 27 02 PROCESS VALVES AND OPERATORS
ROOF FRAMING:
= SEE DETAIL(S)
= SEE DETAIL(S)
8d@6" FIELD (FACE NAIL)
= 8d@4" PANEL EDGES (FACE NAIL)
= 3-16d (END NAIL)
= 2-16d (END NAIL)
= SEE PLAN(S)
MISCELLANEOUS:
= 3-8d (TOE NAIL) OR 2-16d (END NAIL)
NOTES:
SHOWN, ASK THE STRUCTURAL ENGINEER.
E. WOOD SCREWS ARE POTENTIALLY ACCEPTABLE IN LIEU OF THE NAILING
NOT COVERED BY THIS NAILING SCHEDULE THE DETAIL(S), OR THE PLAN(S).
SCHEDULE. ASK THE STRUCTURAL ENGINEER FOR ANY NAILING CONDITIONS
ANY NAILING SPECIFIED IN THE DETAIL(S) SUPERCEDES THIS NAILING
D. SEE THE DETAILS FOR ADDITIONAL WOOD CONNECTIONS NOT LISTED.
DIP GALVANIZED IN ACCORDANCE WITH ASTM G185 SPECIFICATIONS.
C. ALL NAILS PENETRATING PRESSURE TREATED WOOD SHALL BE HOT
AND HAVE EITHER A RING SHANK OR A SCREW SHANK.
B. ROOF SHEATHING AND SOFFIT NAILS SHALL BE CORROSION RESISTANT
A. THIS NAILING SCHEDULE IS BASED ON THE 2012 IBC TABLE 2304.9.1 .
NAILING SCHEDULE1.
2.
3.
1.
2.
DEAD LOADS:A.
4.
SOLID BLOCK ALL TRUSS ENDS.
5.
6.
7.
SEISMIC LOAD APPLIED TO TRUSS BOTTOM CHORD 645 lbs ( HORIZONTAL).
BALANCED SNOW LOADS
UNBALANCED SNOW LOADS
D.
C.
B.
TO TOP PLATE
A. BLOCKING BETWEEN JOISTS OR RAFTERS
TRUSS LOADS AS SHOWN IN THE FOLLOWING DIAGRAMS:
ALL LOADS ARE SERVICE LEVEL LOADS.
DESIGN TRUSSES FOR 2012 INTERNATIONAL BUILDING CODE LOAD COMBINATIONS.
TOP AND BOTTOM CHORDS SHALL BE A 2x6 MINIMUM.
ADDITIONAL BLOCKING AS REQUIRED.
STANDARDS. PROVIDE ONE ROW OF BLOCKING AT MID SPAN MINIMUM. PROVIDE
TRUSS BRIDGING AND OTHER ACCESSORIES SHALL BE PER THE MANUFACTURER’S
INSTALLATION OF THESE ITEMS.
FILED BY THE CONTRACTOR AND ACKNOWLEDGED BY THE PERMITTING AGENCY PRIOR TO
ENGINEER’S COMMENT FORM, ALONG WITH THE COMPLETED SUBMITTAL, SHALL THEN BE
ACCEPTANCE BY THE ENGINEER. ADDITIONALLY ACCEPTANCE INDICATED ON THE
REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND
SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE CONTRACTOR SHALL SUBMIT THE
INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION
REQUIREMENTS PERTINENT TO BUILDING PERMITTING REQUIREMENTS. PRIOR TO
WHICH ARE EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR OTHER SYSTEM
THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS IN ACCORDANCE WITH IBC SECTION.
PERMITTING AGENCY PRIOR TO INSTALLATION OF THAT PORTION OF THE WORK.
AT THE TIME OF THE PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE
DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED
TOP PLATE
F. OUTLOOKER TO RAFTER, TRUSS OR DOUBLE
E. RAFTER OR TRUSS TO DOUBLE TOP PLATE
OR OUTLOOKER
D. SOFFIT TO RAFTERS, TRUSSES
C. LARGER THAN 6" DEEP MEMBER
B. 6" OR LESS DEEP MEMBER
OUTLOOKER OR TRUSSES
A. ROOF SHEATHING TO RAFTERS,
OVERHANGS
TYP AT
48 PSF
OVERHANGS
TYP AT
48 PSF
AIR CONDITIONING UNIT
26 05 01 ELECTRICAL
01 88 15
26 24 19
06 82 00 GLASS-FIBER-REINFORCED PLASTIC GRATING
06 17 53 SHOP-FABRICATED WOOD TRUSSES
40 05 15
43 40 01 POLYETHYLENE STORAGE TANK
CHEMICAL METERING PUMPS
SHOP-FABRICATED WOOD TRUSSES
ENGINEER IN THE STATE OF NEVADA.
CALCULATIONS MUST BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL
FOR ALL TYPES OF SHOP-FABRICATED WOOD ROOF TRUSSES USED ON THE PROJECT.
PROVIDE CALCULATIONS, PRODUCT DATA, LUMBER GRADES, AND CONNECTION DETAILS,
DESIGN SHOP-FABRICATED WOOD ROOF TRUSSES FOR THE FOLLOWING LOADS:
THE REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE.
SNOW LOADS SHALL BE APPLIED TO THE SHOP-FABRICATED WOOD ROOF TRUSSES PER
300 lbs POINT LOAD AT ANY PANEL POINT
BOTTOM CHORD = 10 PSF
TOP CHORD = 10 PSF
23 81 01
44 44 13.01
MOTOR STARTER
EXHAUST AND SUPPLY FANS (ANCHORAGE)
INDICATED IN THE FOLLOWING TABLE.
SPECIFICATIONS IN ADDITION TO THE ITEMS SPECIFICALLY
EQUIPMENT, AND DISTRIBUTION SYSTEMS IDENTIFIED IN THE
SEISMIC ANCHORAGE AND BRACING FOR COMPONENTS, ALL
T PAIGE
TYPE I TRUSS
WIND UPLIFT LOADS
29.9 PSF 29.9 PSF
14.8 PSF
70.7 PSF
49.3 PSF49.3 PSF
47.28 PSF 47.28 PSF
OVERHANGS
TYP AT
50.24 PSF
OVERHANGS
TYP AT
50.24 PSF
TYPE II TRUSS
WIND UPLIFT LOADS
3.
1 ADDENDUM 1: DESIGN CHANGES FOR PERMITTING REVIEW KRM MCR 1/14/16
1
SUBMITTAL DATE
ESTIMATED
SPRING / SUMMER 2016
MAY / JUNE 2016
JUNE / JULY 2016
SPRING / SUMMER 2016
MAY / JUNE 2016
MAY / JUNE 2016
MAY / JUNE 2016
MAY / JUNE 2016
MAY / JUNE 2016
JUNE / JULY 2016
JUNE / JULY 2016
JUNE / JULY 2016
(Per Homeland Security Act)
COMPLETION OF PROJECT
AUTHORITY, RETURN UPON
TRUCKEE MEADOWS WATER
PROPERTY OF
NOT REPRODUCIBLE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
VERIFY SCALE
RECOMMENDED
SUBMITTED
APPROVEDOF
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
FIL
EN
AM
E:
PL
OT
DA
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OW
4-
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0005_
406672.4
2.d
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2016\
01\
13
PL
OT
TIM
E:
3:5
2:4
9
PM
DRAWING NUMBER
SHEET
PH 775-834-8000 / FX 775-834-8003
RENO, NEVADA 89520-3013
1355 CAPITAL BLVD. / PO BOX 30013
29
406672.42
15-0031REVISION DESCRIPTION BY APP DATE
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
W OHLIN 12-17-2015
DECEMBER 2015
BID D
OC
UM
EN
TS
ROFE
SSIO
NA
NGINEER
2588o.N
OAT
EF
NEVA
DA
-
MARK C.
L
SE T
P
RANDALL
CE/SE
Exp: 12/31/17
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157.7
GENERAL
7
D JOHNSON
CIVIL LEGEND AND PIPING SCHEDULE
G-7
GENERAL NOTES
CIVIL LEGEND
PROPERTY LINE
LIGHT POLE
TREE
EXISTING PROPOSED
BUSH OR SHRUB
GRAVEL SURFACING
TELEPHONE
TMWA EASEMENT
ELECTRICAL OVERHEAD
NATURAL GAS
BLOCK WALL
SPOT ELEVATION158.5
FIRE HYDRANT
RIPRAP
DITCH FLOWLINE
STRUCTURE CONTROL POINT
FENCE
CALLOUTS, AND NOTES MAY NOT BE APPLICABLE OR USED ON THIS PROJECT.
THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS, ABBREVIATIONS,1.
CONCRETE BARRIER RAIL
SEDIMENT FENCE
W MISSLIN
PAVEMENT
T HOWARD/K MARTINEZ
TEST PIT
PC: TEST PER PLUMBING CODE
P: PNEUMATIC TEST
I: IN SERVICE
H: HYDROSTATIC TEST
G: GRAVITY - TEST TO HIGHEST LIQUID LEVEL THAT PIPE MAY BE SUBJECTED TO
PIPE LEAKAGE TESTING PER SPECIFICATION 40 80 01 OR OTHERS AS LISTED7.
STANDARDS FOR FACILITIES.
TMWA SHALL SELECT PIPE COLOR TO MEET THE RECOMMENDED PAINT COLOR
PROVIDE TMWA WITH MANUFACTURER’S STANDARD COLOR SELECTIONS.
FOR COATING SYSTEM NO. XX REFER TO SPECIFICATION 09 90 00.
PE: POLYETHYLENE ENCASEMENT (PER SPECIFICATION 40 27 00)
FBE: FUSION BONDED EPOXY
BARE (LINING): NO LINING. BARE (COATING): NO COATING.
INTERIOR LININGS AND EXTERIOR COATINGS6.
W: WELDED
SW: SOCKET WELDED
S: SCREWED
MJ: MECHANICAL JOINT
HU: HUB AND SPIGOT, PUSH-ON
GR: GROOVED
FL: FLANGED
JOINTS PER SPECIFICATION 40 27 005.
SUB: SUBMERGED (DEFINED PER SPECIFICATION 09 90 00)
EXP: EXPOSED (INDOOR OR OUTDOOR)
ENC: ENCASED (IN CONCRETE)
BUR: BURIED
INSTALLATIONS4.
STL: CARBON STEEL
SST: STAINLESS STEEL
PVC: POLYVINYL CHLORIDE
FLEX: FLEXIBLE TUBING
COP: COPPER
CLDI: CEMENT-LINED DUCTILE IRON
PIPE MATERIALS PER SPECIFICATIONS3.
" = " LESS THAN OR EQUAL TO
" = " GREATER THAN OR EQUAL TO
" < " LESS THAN
" > " GREATER THAN
"ALL" APPLIES TO ALL SIZES, MATERIALS, INSTALLATIONS, OR JOINTS, WHERE APPLICABLE2.
BUT NOT PIPING MATERIALS.
CALLED OUT ON DRAWINGS, THE FLOWSTREAM IDENTIFICATION INDICATES TYPE OF SERVICE
PIPING MATERIALS SHOWN PERTAIN ONLY TO NEW PIPING. WHERE EXISTING PIPING IS 1.
NOTES:
12-17-2015
1
1 KRM WVM 1/14/16ADDENDUM 1: RW PUMP DISCHARGE PIPE MATERIAL CHANGE
(Per Homeland Security Act)
COMPLETION OF PROJECT
AUTHORITY, RETURN UPON
TRUCKEE MEADOWS WATER
PROPERTY OF
NOT REPRODUCIBLE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
VERIFY SCALE
RECOMMENDED
SUBMITTED
APPROVEDOF
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
FIL
EN
AM
E:
PL
OT
DA
TE:
OW
4-
G-
0007_
406672.4
2.d
gn
2016\
01\
13
PL
OT
TIM
E:
3:5
4:3
1
PM
DRAWING NUMBER
SHEET
PH 775-834-8000 / FX 775-834-8003
RENO, NEVADA 89520-3013
1355 CAPITAL BLVD. / PO BOX 30013
29
406672.42
15-0031REVISION DESCRIPTION BY APP DATE
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
W OHLIN 12-17-2015
DECEMBER 2015
BID D
OC
UM
EN
TS
ROFE
SSIO
NA
NGINEER
OAT
EF
NEVA
DA
-
L
SE T
P
WILLIAM V.
MISSLIN JR.
MECHANICAL
Exp: 12/31/17
o.N
21022
ROFE
SSIO
NA
NGINEER
OAT
EF
NEVA
DA
-
CIVIL
L
SE T
P
No. 19242
TRAVIS J.
HOWARD
Exp: 6/30/17
![Page 8: 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire ...](https://reader031.fdocuments.net/reader031/viewer/2022031015/5b99570609d3f29c338c1879/html5/thumbnails/8.jpg)
G KIRSTEN
D JOHNSON
ARCHITECTURAL
ELEVATIONS
A-2
1NORTH ELEVATION1/4"=1’-0"
3EAST ELEVATION1/4"=1’-0"
A-1 A-1
2SOUTH ELEVATION1/4"=1’-0"
4WEST ELEVATION1/4"=1’-0"
A-1 A-1
NOTES:
4
12
4
12
AND FRAME
FRP DOOR
ELECTRICAL DWGS
LUMINAIRE, SEE
SIGN C-3
SIGN H-16
DOOR AND FRAME
HOLLOW METAL
0724-017
0724-006
0724-007
PIPE PENETRATION
SILL EL
7’-4" AFF, TYP
TYP
TYP OF 2, NOTE 1
FOR HVAC FAN,
MASONRY OPENING
0724-008
ALUMINUM LOUVER, TYP
FF EL 5260.0
NOTE 2
SIGN SA-1
15
B TAVERNA
JOINT, TYP OF 2
VERTICAL EIFS CONTROL
ASPHALT SHINGLE ROOFING, TYP
FIBERGLASS-REINFORCEDPIPE PENETRATION
(EIFS) OVER 8" CMU, TYP
AND FINISH SYSTEM
EXTERIOR INSULATION
PLYWOOD SOFFIT, TYP
SEE CIVIL DWGS, TYP
FINISH GRADE,
CONCRETE SIDWALK, TYP
SEE ELECTRICAL DWGS
MAIN CIRCUIT BREAKER,
SEE MECH DWGS, TYP
CONDENSING UNIT,
1 ADDENDUM 1: DESIGN CHANGES FOR PERMITTING REVIEW KRM GBK 1/14/16
NOTE 3
KNOX-BOX,
16" AWAY FROM OPENING.
LOCATE 48" ABOVE FINISHED FLOOR AND APPROXIMATELY
BOX AND RECESSED MOUNTING KIT (SERIES 3200).
OWNER FURNISHED, CONTRACTOR INSTALLED KNOX-3.
HOLD EDGE OF EIFS 3" FROM VAULT SIDES AND TOP.2.
SIZE WITH APPROVED HVAC FAN MANUFACTURER.
COORDINATE MASONRY OPENING 1.
1
1
(Per Homeland Security Act)
COMPLETION OF PROJECT
AUTHORITY, RETURN UPON
TRUCKEE MEADOWS WATER
PROPERTY OF
NOT REPRODUCIBLE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
VERIFY SCALE
RECOMMENDED
SUBMITTED
APPROVEDOF
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
FIL
EN
AM
E:
PL
OT
DA
TE:
OW
4-
A-
3001_
406672.4
2.d
gn
2016\
01\
13
PL
OT
TIM
E:
3:5
6:5
5
PM
DRAWING NUMBER
SHEET
PH 775-834-8000 / FX 775-834-8003
RENO, NEVADA 89520-3013
1355 CAPITAL BLVD. / PO BOX 30013
29
406672.42
15-0031REVISION DESCRIPTION BY APP DATE
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
W OHLIN 12-17-2015
DECEMBER 2015
BID D
OC
UM
EN
TS
N
A
DAVEF
O
ETAT
S
A
RC HITEC
T
ERET
SI
GE
R D
No. 6358
Exp: 12/31/16
NE
TSRIK .B YERFF
OE
G
![Page 9: 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire ...](https://reader031.fdocuments.net/reader031/viewer/2022031015/5b99570609d3f29c338c1879/html5/thumbnails/9.jpg)
G KIRSTEN
D JOHNSON
ARCHITECTURAL
SCHEDULES
A-4
DO
OR H
EIG
HT
WIDTH
DOOR
F F-1
2"
WIDTH
DOOR
2"
DO
OR H
EIG
HT
2"
DOOR TYPES FRAME TYPES
WIDTH
DOOR
DO
OR H
EIG
HT
10"
EQ 10" EQ
G
12"
SCHEDULED
GLAZING AS
17
B TAVERNA
1
1 ADDENDUM 1: DESIGN CHANGES FOR PERMITTING REVIEW KRM GBK 1/14/16
(Per Homeland Security Act)
COMPLETION OF PROJECT
AUTHORITY, RETURN UPON
TRUCKEE MEADOWS WATER
PROPERTY OF
NOT REPRODUCIBLE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
VERIFY SCALE
RECOMMENDED
SUBMITTED
APPROVEDOF
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
FIL
EN
AM
E:
PL
OT
DA
TE:
OW
4-
A-
6001_
406672.4
2.d
gn
2016\
01\
13
PL
OT
TIM
E:
3:5
8:3
0
PM
DRAWING NUMBER
SHEET
PH 775-834-8000 / FX 775-834-8003
RENO, NEVADA 89520-3013
1355 CAPITAL BLVD. / PO BOX 30013
29
406672.42
15-0031REVISION DESCRIPTION BY APP DATE
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
W OHLIN 12-17-2015
DECEMBER 2015
BID D
OC
UM
EN
TS
N
A
DAVEF
O
ETAT
S
A
RC HITEC
T
ERET
SI
GE
R D
No. 6358
Exp: 12/31/16
NE
TSRIK .B YERFF
OE
G
![Page 10: 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire ...](https://reader031.fdocuments.net/reader031/viewer/2022031015/5b99570609d3f29c338c1879/html5/thumbnails/10.jpg)
M RANDALL
D JOHNSON
STRUCTURAL
SECTIONS
S-2
ASECTION
S-1B
SECTION
S-1
CSECTION
S-1
EL 5260.00
W/ #5@32 EW
8" CMU WALL
EL 5253.50
#4@12 EW
6" SLAB WITH
0422-004
WALLS
TYP ALL CMU
0762-0010762-002
0682-030
FRP GRATING
3/4"=1’-0"
3/8"=1’-0"
3/8"=1’-0"
WOOD TRUSS, TYP
SHOP FABRICATED
DSECTION
S-1
3/4"=1’-0"
1
S-3
WALLS
SLAB AND
#5@12 EW
FILL
CONC
0330-001
0422-003
FOR REINFORCING
SEE
C
0330-003
0330-042 SIM
0762-001
0330-042
BUILDING WITH CLSM, 8" MIN COVER
ENCASE ALL PIPING LOCATED BELOW
PER
TOP PLATE
ANCHOR
STRAP, TYP, SEE PLAN
2x6 BLOCKING WITH
0422-003
0422-003
REINF
LAP WITH TYP
ALL EXT WALLS
#4 @24
EL 5260.00
TREATMENT
FOR JOINT
SEE ARCH
0330-001
STEM WALL
BEYOND INTO FDN
HOOK WALL REINF
WATER STOP
HYDROPHILIC
WATER STOP
HYDROPHILIC
8"
1’-0"
3" FROM VAULT
TERMINATE EFIS
3 - #5 CONTEL 5256.50
TOW EL 5270.00
1 PER TRUSS, EA END
A35 FRAMING ANGLE
#5@12
BELOW ALL SLABS
6" AGGREGATE BASE
19
T PAIGE
FOR PIPE DETAILS
REFER TO DWG C-3
1’-0"
6"6"
#4@12 EW
EL 5254 EL 5254
2’-6"
TYP
SEE CIVIL DWGS
EXISTING FENCE
STRUCTURAL FILL, TYP
EXCAVATION, TYP
WITH SECTION 31 23 16,
OVER EXCAVATE IN ACCORDANCE
#5@12
#5@16
8"
TYP
8"
TYP
2’-0"
1
1 ADDENDUM 1: DESIGN CHANGES FOR PERMITTING REVIEW KRM MCR 1/14/16
(Per Homeland Security Act)
COMPLETION OF PROJECT
AUTHORITY, RETURN UPON
TRUCKEE MEADOWS WATER
PROPERTY OF
NOT REPRODUCIBLE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
VERIFY SCALE
RECOMMENDED
SUBMITTED
APPROVEDOF
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
FIL
EN
AM
E:
PL
OT
DA
TE:
OW
4-
S-
3001_
406672.4
2.d
gn
2016\
01\
13
PL
OT
TIM
E:
3:5
5:5
0
PM
DRAWING NUMBER
SHEET
PH 775-834-8000 / FX 775-834-8003
RENO, NEVADA 89520-3013
1355 CAPITAL BLVD. / PO BOX 30013
29
406672.42
15-0031REVISION DESCRIPTION BY APP DATE
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
W OHLIN 12-17-2015
DECEMBER 2015
BID D
OC
UM
EN
TS
ROFE
SSIO
NA
NGINEER
2588o.N
OAT
EF
NEVA
DA
-
MARK C.
L
SE T
P
RANDALL
CE/SE
Exp: 12/31/17
![Page 11: 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire ...](https://reader031.fdocuments.net/reader031/viewer/2022031015/5b99570609d3f29c338c1879/html5/thumbnails/11.jpg)
![Page 12: 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire ...](https://reader031.fdocuments.net/reader031/viewer/2022031015/5b99570609d3f29c338c1879/html5/thumbnails/12.jpg)
0762-001.dgn 2016\01\13
NTS
0762-001
EAVE
12
4
2’-0"
SHEATHING
PLYWOOD
UNDERLAYMENT
SELF-ADHERING
AT EACH TRUSS BAY
(2) 3" DIA VENTILATION HOLES
SOFFIT VENTCONT
MTL CLADDING
2x8 FASCIA W/ SHT
SMOOTH-FACE CMU
NOTES:
REINFORCED ASPHALT SHINGLE ROOFING
FIBERGLASS-
NOTE 1
NOTE 3
NOTE 2
NOTE 5
NOTE 4
NOTE 6
NOTE 7
1x4 TRIM
EIFS
PLYWOOD SOFFIT
3/4" R-SAWN DF
EN
NOTE 8NOTE 9
SHOP FABRICATED WOOD TRUSS
MEMBER.9. SIMPSON A35, TYPE 4 CONFIGURATION EACH BLOCKING 8. SIMPSON H2.5A ANCHOR AT EACH TRUSS
PLYWOOD CEILING7.VAPOR RETARDER6.R-38 BATT INSULATION5.VENTILATION BAFFLE4.SILL SEALER3.PRESSURE TREATED 4X8 SILL PLATE2.ANCHORS AT 4’-0" OC, AND 1’-0" MAX FROM BOARD ENDS2x4 NAILER, ANCHOR TO WALL W/ 1/2" DIA MASONRY 1.
1" MAX@ 24" OC, DAP3/4 DIA x 10" AB
FLASHING
TYPE "T"
1 1/2"
3"
4" 1
DATE:APP:BY:
DESCRIPTION:REVISION:
1/14/16GBKKRMREVIEWFOR PERMITTING DESIGN CHANGES ADDENDUM 1: 1
0762-001.dgn 2016\01\13
' CH2M HILL
406672.42
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY
![Page 13: 15-0031 Addendum #1 Old Washoe 4 Well - TMWA Home · REPLACE with “Flowserve Corporation”. 9. Section 40 27 01 Process Piping Specialties, Part 2.06 B. 8. a, REPLACE entire ...](https://reader031.fdocuments.net/reader031/viewer/2022031015/5b99570609d3f29c338c1879/html5/thumbnails/13.jpg)
0762-002.dgn 2016\01\13
NTS
0762-002
RAKE
2’-0"
MTL CLADDING
2x8 FASCIA W/ SHT
NOTES:
FLASHING
TYPE "T"
SHEATHING
PLYWOOD
UNDERLAYMENT
SELF-ADHERING
EIFS
MAX FROM BOARD ENDS
AT 4’-0" OC, AND 1’-0"
MASONRY ANCHORS
TO WALL W/ 1/2" DIA
2x4 NAILER, ANCHOR
NOTE 1
NOTE 2
NOTE 3
1x4 TRIM
2x6 PT NAILER
SEALANT, TYP
PLYWOOD SOFFIT
3/4" R-SAWN DF
EN
SEE STRUCTURAL
2X OUTRIGGER,
3/4"X10 AB @24
ASPHALT SHINGLE ROOFING
FIBERGLASS-REINFORCED
BLOCKING MEMBER
SIMPSON A35 EACH
FRAMING REQUIREMENTS.7. SEE STRUCTURAL DWGS FOR ADDITIONAL
PLYWOOD CEILING6.VAPOR RETARDER5.R-38 BATT INSULATION4.SILL SEALER3.PRESSURE TREATED SILL PLATE2.SHOP FABRICATED WOOD TRUSS1.
TYP
HANGER,
JOIST
3"
1 1/2"
4"
1/14/16GBKKRMREVIEWFOR PERMITTING DESIGN CHANGES ADDENDUM 1: 1
DATE:APP:BY:
DESCRIPTION:REVISION:
1
NOTE 6
NOTE 5
NOTE 4
0762-002.dgn 2016\01\13
' CH2M HILL
406672.42
WASHOE COUNTY, NEVADA
OLD WASHOE 4 WELL
TRUCKEE MEADOWS WATER AUTHORITY