15-0031 addendum #1 old washoe 4 well - tmwa home · replace with “flowserve corporation”. 9....

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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

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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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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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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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 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.

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:

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4-

G-

0003_

406672.4

2.d

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2016\

01\

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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

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





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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4-

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0005_

406672.4

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2016\

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2:4

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PM

DRAWING NUMBER

SHEET

PH 775-834-8000 / FX 775-834-8003



29

406672.42



OLD WASHOE 4 WELL


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

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





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

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DRAWING NUMBER

SHEET

PH 775-834-8000 / FX 775-834-8003



29

406672.42



OLD WASHOE 4 WELL


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

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,


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





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



29

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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

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






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



29

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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

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





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



29

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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

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

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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

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15-0031 addendum #1 old washoe 4 well - tmwa home · replace with “flowserve corporation”. 9....

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