addendum no. 4...the bid documents for the above referenced project. any work item or contract...

Addendum No. 4 Mt. Rose Water Treatment Plant

PWP Bid No.: WA-2018-240 TMWA Capital Project No.: 11-0010

Thursday August 16, 2018

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 have changed, please refer to Addendum No. 2:

CLARIFICATIONS, QUESTIONS AND RESPONSES, DRAWINGS AND SPECIFICATIONS

CLARIFICATIONS Clarification No. 1: TMWA currently utilizes Simplex Grinnell for all facility’s fire systems. As provided in Section 16780 of the Specifications all components for the fire alarm and detection system shall be Simplex Grinnell – no equivalents. This shall extend to all monitoring panels, etc.

QUESTIONS AND RESPONSES Question No. 1: A 14” and 18” drain line are shown draining into a Dechlor Dissipator on sheet C210 of the plans. Below the PO (PV05) label for these pipes, Class 165 is listed. Will a standard SDR 35 gravity drain pipe with push on fittings work for this line or will a pressure pipe be required to meet the Class 165 Requirement? Response to Question No 1: Pipe material shall be PV04, Class 165. Sheet C210 will be updated in the conformed set. Question No. 2: Where ductile iron yard pipe and encased under slab pipe transitions to stainless steel outside of and inside of the building, drawings indicate a groove coupler. Victaulic’s grove transition coupler for DI to SST does not come in a stainless steel body and only is made up to 12” in diameter. Please provide and alternate means of making the connection from DI pipe to SST, or confirm if a flange is acceptable at these locations and if an insulating flange set is required as no dielectric isolation was provided by the groove couplers. Response to Question No. 2: 14” Raw water piping and 14” finished water shall be welded stainless steel for under slab installation. The transitions from ductile iron to the stainless steel shall be a minimum of 5 feet from the building’s outside face of footing and shall be accomplished with a reducing coupling (Romac RC501, JCM 204, or equal). The finished water main shall be restrained. restraining glands may be EBAA Megalug for the ductile and welded plates/ears & gussets (per AWWA M11) for the stainless steel. Stainless steel all-thread shall be used for tie-rods between the Megalug and the welded ears on the SST.

For pipe transition through the building floor: In locations up to and including 12”, Victaulic transition coupling model 307 (or equal) is the appropriate connection. Another alternative, and for instances where pipe diameter is over 12”, the ductile shall extend up far enough to incorporate a restrained flange coupling adapter (for example, EBAA Iron’s 2100 Megaflange) on the DI pipe. Flanged joints shall use insulating flange kits.

Question No. 3: Section 16110-6, 3.2-B says exposed outdoor areas provide PVC coated RGS conduit, please confirm if below grade vaults and or wet wells is classified as outdoors.

Response to Question No. 3: Yes, below grade vaults and wet wells are to be classified as outdoors.

Question No. 4: Section 16110-7, F-2 says analog control or instrumentation conduit shall be RGS, please clarify if communication and fiber optic wiring is included in this requirement.

Response to Question No. 4: Analog control or instrumentation shall include communication and fiber optic wiring. Refer to Specification Section 16110.3.2 for conduit type requirements.

Question No. 5: On sheet E121 please provide a conduit number with conductors that supply’s power to EF1201 at the raw water pump station.

Response to Question No. 5: Drawing E021 and E121 will be revised to show conduit and wiring requirements for the exhaust fan.

Question No. 6: The trench sections detail C603, and 10L-6 direct us to utilize Aggregate Base for trench backfill. This could add significant cost to the job in imported material and an increased amount of spoils to dispose of. Could screened native material be utilized for this backfill?

Response to Question No. 6: Crushed Aggregate Base shall be required as shown on the details, with the exception of native material meeting the gradation of SSPWC Class E may be used for trench backfill on the 14-inch Finished Water main from station 10+00 to station 23+00 and from station 27+00 to station 36+00.

Question No. 7: Section 11308 shows a packaged lift station using Ebara 100DLMKFU63.7 submersible pumps. You have Romtec listed as the manufacturer for these lift stations; however, Gierlich Mitchell is TMWA’s local representative for Ebara pumps and would like to coordinate with the contractor to supply these wet wells. Is this acceptable?

Response to Question No. 7: The lift station is to be provided as a complete packaged unit from a single provider.

Question No. 8: Pipe support specification 15006 and Pipe Support details indicate all manufactured non-submerged and non-corrosive environment pipe supports are to be Hot Dip Galvanized or Electro-Galvanized. Please confirm if supports in contact with Stainless Steel Pipe should be made from Stainless Steel. Response to Question No. 8: Where galvanized supports are provided for stainless steel pipe, install a elastomeric sleeve wrap between the galvanized support and stainless steel pipe. Specification Section 15006 will be updated for the conformed set. Question No. 9: In spec section 16110-7 paragraph “E”-1 it says that all conduits below concrete slabs shall be PVC-coated RGS, that means that all the conduits regardless of the wiring in them below any slab would be of this type the entire way. So all of the conduits below the slabs in the WTP building would be PVC-coated RGC conduit type. Please clarify this is the intent of this spec section.

Response to Question No. 9: All conduits below concrete slabs shall be PVC-coated RGS, regardless of wire type. Question No. 10: Does the electric pedestrian gate on drawing E200 supposed to get a card reader, plans say electrified gate but card reader is not called out. Response to Question No. 10: E200 shows an Electric Gate Pedestrian Panel. This panel provides control of the main driveway gate and is for use by pedestrians exiting the plant. Question No. 11: On sheet E121 the plans call out for Schlage door switches on all 4 of the hatches, are these supposed to be for the intrusion switches, please clarify. Response to Question No. 11: The referenced door switches are for intrusion as noted on the plans. Question No. 12: The door schedule on drawing GA03 shows 8 doors (101a, 101b, 103a, 103b, 104a, 105a, 106, 111) with electric door hardware. Electrical plans only shows one door with a card reader, Please confirm if a card reader should be required on all doors with electric door hardware. Response to Question No. 12: Card reader is required for only the main door to the Control Room (Door 101A). Question No. 13: On sheet M280, there appears to be some concrete encasement on either side of the packaged lift station valve vault. I did not see any notes describing what is intended here. What would you like us to do at these locations?

Response to Question No. 13: The concrete encasement shown on two sides of the valve vault shall be deleted. Question No. 14: Reference sheets M-230, section J on M-232, sheet M214 and M-215. The overhead pipe supports for the 18” BWS are shown as both trapeze style and clevis hanger. There are no detail call outs for either style. Detail M-125 is a double beam clamped trapeze style hanger, but is only suitable for 16” and smaller pipe. Detail M-107 is a clevis pipe hanger, but only suitable for 12” and smaller pipe. Please provide hanger details for the 18” BWS capable of supporting an 18” pipe. Response to Question No. 14: The clevis-style hangers refer to detail M-921, which is suitable for pipe up to and in excess of 18”. On M-230, keynote “D” was mistakenly used in place of keynote “C”. The product called out in keynote “C” is to be used in conjunction with M-125. The detail will be modified to allow pipes 18” in diameter. Question No. 15: Addendum No. 2 Question 7 indicated that NSF 61 certification was required for stainless steel pipe materials. Please clarify if NSF 61 certification is also required from slide gate and stop log manufacturers. If stop log equipment is to be NSF 61 certified, then aluminum logs won’t work and material supply would need to change to stainless steel. The slide gate material as currently specified is stainless steel and would meet NSF certification if made a requirement.

Response to Question No. 15: NSF 61 certification is not required for slide or stop gates installed at the diversion structure. Materials of construction are properly specified.

Question No. 16: Reference sheets M-201 and M-215. There are no pipe supports shown for the 16” FTW. Please advise if any are required.

Response to Question No. 16: Three equally spaced pipe supports are to be provided for the portion of the 16” FTW line passing through the UV trench shown on M201. Pipe supports shall be per Detail M910/TYP. These pipe supports are not currently shown on drawing M201, but will be added to the conformed drawings. Question No. 17: In response to the answer to question 1 in Addendum #1. For bidding purposes, can you please quantify how many unknown utility encounters we should include with our bid, and what these should include?

Response to Question No. 17: The response to Question 1 in Addendum #1 provided sufficient information. No further clarification is provided.

Question No. 18: Standard 90 degree bends are shown in the plans for polyethylene chemical lines contained in 2” PVC secondary containment pipe. Can these bends be done using a 2” diameter sch. 80 PVC sweep or is it necessary to use a ridged two piece Contain-It 90 degree bend for the secondary containment on these pipes? Response to Question No. 18: Standard 90 degree elbows will work with the ½” PE.

DRAWINGS Drawing No. G012: Delete G012 and replace with attached G012. Drawing No. GA02: Delete GA02 and replace with attached GA02. Drawing No. S201: Delete S201 and replace with attached S201. Drawing No. S210: Delete S210 and replace with attached S210. Drawing No. S212: Delete S212 and replace with attached S212. Drawing No. S213: Delete S213 and replace with attached S213. Drawing No. S220: Delete S220 and replace with attached S220. Drawing No. GM03: Delete GM03 and replace with attached GM03. Drawing No. M200: Delete M200 and replace with attached M200. Drawing No. M201: Delete M201 and replace with attached M201. Drawing No. M230: Delete M230 and replace with attached M230. Drawing No. M231: Delete M231 and replace with attached M231. Drawing No. M232: Delete M232 and replace with attached M232. Drawing No. M233: Delete M233 and replace with attached M233.

Drawing No. M250: Delete M250 and replace with attached M250. Drawing No. M251: Delete M251 and replace with attached M251. Drawing No. M252: Delete M252 and replace with attached M252. Drawing No. M260: Delete M260 and replace with attached M260. Drawing No. M263: Delete M263 and replace with attached M263. Drawing No. E007: Delete E007 and replace with attached E007. Drawing No. E021: Delete E021 and replace with attached E021. Drawing No. E121: Delete E121 and replace with attached E121. Drawing No. E201: Delete E201 and replace with attached E201. Drawing No. GI01: Delete GI01 and replace with attached GI01. Drawing No. GI10: Delete GI10 and replace with attached GI10. Drawing No. GI12: Delete GI12 and replace with attached GI12. Drawing No. I120: Delete I120 and replace with attached I120. Drawing No. I121: Delete I121 and replace with attached I121.

SPECIFICATIONS

Specification No. 00700 Paragraph 7.02.D: Change the following in the first sentence: “Per the provisions of NRS 338.515 Paragraph 5,…” (not paragraph 2). Specification Appendix A: Delete WESTECH TRIDENT HS SHOP DRAWING. Replace with attached WESTECH TRIDENT HS SHOP DRAWINGS. Specification Appendix E: Insert attached Nevada Division of Environmental Protection Authorization to Discharge Proposed Draft Permit No. NV0024230.

QUESTION CUT-OFF DATE: August 23, 2018 END OF ADDENDUM NO. 4

(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

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FLUID ABBREVIATIONPIPE SCHEDULE AND G012

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AutoCAD SHX TextRECOMMENDED

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AutoCAD SHX TextSHEET NUMBER

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AutoCAD SHX TextDESCRIPTION

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AutoCAD SHX TextAPP

AutoCAD SHX TextDATE

AutoCAD SHX TextDRAWN

AutoCAD SHX TextWORK ORDER NO.

AutoCAD SHX TextDESIGNED

AutoCAD SHX TextDATE

AutoCAD SHX TextCHECKED

AutoCAD SHX TextPH 775-834-8080 / FX 775-834-8003

AutoCAD SHX TextRENO, NEVADA 89520-3013

AutoCAD SHX Text1355 CAPITAL BLVD. / PO BOX 30013

AutoCAD SHX Text295

AutoCAD SHX Text6/22/2018

AutoCAD SHX TextORIGINAL SHEET - 34"x22"

AutoCAD SHX TextADDENDUM

AutoCAD SHX TextRCO

AutoCAD SHX TextJBB

AutoCAD SHX TextJBB

AutoCAD SHX TextJDJ

AutoCAD SHX TextJBB

AutoCAD SHX Text12

AutoCAD SHX TextGENERAL SHEET NOTES

AutoCAD SHX TextALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON THIS SHEET FOR A GIVEN FLUID SERVICE, CONTRACTOR SHALL PROVIDE ONLY THE PIPE MATERIAL GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR THAT FLUID SERVICE. CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED THUS: PROVIDE DOUBLE CONTAINMENT FOR ALL CHEMICAL PIPING PER CODE REQUIREMENTS.

AutoCAD SHX Text1. 2. 3.

AutoCAD SHX TextSHEET KEYNOTES

AutoCAD SHX TextLEAKAGE ALLOWANCE IS AS FOLLOWS:

AutoCAD SHX TextPIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE. PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE FOR UNBURIED PIPE AND NOT MORE THAN 0.02 GALLON PER HOUR PER INCH DIAMETER PER 100 FEET OF BURIED PIPE. PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE THAN 0.15 GALLON PER HOUR PER INCH OF DIAMETER PER 100 FEET OF PIPE PIPES SO DESIGNATED SHALL NOT SHOW A LOSS OF PRESSURE OF MORE THAN 5 PERCENT

AutoCAD SHX Text(A) (B) (C) (D)

AutoCAD SHX TextFOR FIELD TEST PROCEDURES AND ADDITIONAL TEST REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS. NO SUBSTITUTIONS UNLESS ACCEPTED BY THE ENGINEER PER THE SPECIFICATIONS. PIPING GROUP NUMBER SHOWN THUS * SHALL BE INSULATED. SEE PIPING SECTION OF SPECIFICATIONS FOR INSULATING MATERIALS. STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT OF PIPE. INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. FOR GAS PIPE SEE NV ENERGY'S GAS CONSTRUCTION SPECIFICATION VOL. 15. NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS. INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. PIPING MATERIALS SHALL BE IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. FOR PIPE LINING AND COATING, SEE SPECIFICATIONS. EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS. COLORS TO BE SELECTED BY ENGINEER. AS SPECIFIED BY ANSI/ASHRAE 15 AND 34. SEE IRRIGATION SHEETS FOR DETAILS. REQUIRES NSF-61 CERTIFICATION. ALL PVC PIPING USED FOR CHEMICAL CONTAINMENT SERVICE TO BE CLEAR PVC. HOLD TEST PRESSURE FOR 5 MINUTES.

AutoCAD SHX TextA. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P.

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AutoCAD SHX TextCS01



AutoCAD SHX TextCI01

AutoCAD SHX TextCU01

AutoCAD SHX TextDI01


AutoCAD SHX TextPE01

AutoCAD SHX TextPV01


AutoCAD SHX TextRC01


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AutoCAD SHX TextCU02

AutoCAD SHX TextGROUP NO

AutoCAD SHX TextCONCRETE PRESSURE PIPE, AWWA C303, CLASS - SEE DRAWINGS. (TYPICAL SERVICE - PRESSURE PIPELINES).

AutoCAD SHX TextCAST IRON SOIL, ANSI/ASTM A74, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS. AT THE OPTION OF THE CONTRACTOR, DUCTILE IRON (GROUP DI01) MAY BE SUBSTITUTED.

AutoCAD SHX TextCHLORINATED POLYVINYL CHLORIDE (CPVC), ASTM D1784, CLASS 23447-B, SCH 80.

AutoCAD SHX TextSTAINLESS STEEL, TYPE 304L, ASTM A312, SCH 40S.

AutoCAD SHX TextSTAINLESS STEEL, TYPE 304L, ASTM A312, SCH 10S.

AutoCAD SHX TextSTEEL, ASTM A53, SCH 40, WELDED, BLACK.

AutoCAD SHX TextSTEEL, ASTM A53, SCH 40, WELDED, GALVANIZED.

AutoCAD SHX TextSTEEL, ASTM A53, SCH 40, WELDED, BLACK. SAME AS GROUP CS01.

AutoCAD SHX TextCOPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED, HARD TEMPERED WHERE EXPOSED.

AutoCAD SHX TextPOLYETHYLENE PIPE, ASTM D3350, SDR AS SPECIFIED.

AutoCAD SHX TextPOLYVINYL CHLORIDE (PVC), ASTM D1785, SCH 80, TYPE I.

AutoCAD SHX TextREINFORCED CONCRETE (RCP), ASTM C76, O-RING BELL AND SPIGOT JOINTS.

AutoCAD SHX TextAS INDICATED ON DRAWINGS.

AutoCAD SHX Text2 1/2" AND SMALLER, ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK PEC, CAST IRON, OR MILLIKEN 603E. BALL: JAMESBURY FIG 351 OR WATTS #B-6080. 3" AND LARGER, ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK PEC, CAST IRON, OR MILLIKEN 601. GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED.

AutoCAD SHX TextSTAINLESS STEEL, TYPE 304, AS INDICATED ON DRAWINGS.

AutoCAD SHX TextBRONZE, SILVER SOLDER JOINT, GLOBE: CRANE #1310 OR STOCKHAM B-14T. CHECK: CRANE #1342 OR 36, OR STOCKHAM B-309Y OR B-345. GATE: CRANE #426 OR STOCKHAM B-104 OR B-105.

AutoCAD SHX TextPVC, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK: NIBCO/CHEMTROL, MCCANNA-MARPAC, OR GEORGE FISCHER SLOANE.

AutoCAD SHX TextCPVC, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK: NIBCO/ CHEMTROL, MCCANNA-MARPAC, OR GEORGE FISCHER SLOANE.

AutoCAD SHX TextSTAINLESS STEEL, TYPE 304L, WELDED SLIP-ON FLANGE, ASME B16.3, OR SOCKET WELDED FITTINGS, SCH 10S.

AutoCAD SHX TextDUCTILE IRON FITTINGS, 125 PSI, FOR PVC PIPE, AWWA C110 CEMENT MORTAR LINED, AWWA C104.


AutoCAD SHX TextCPVC, SCH 80, SOCKET AND SOLVENT WELD JOINTS, SOLVENT SHALL BE COMPATIBLE WITH FLUID SERVICE.

AutoCAD SHX TextPVC, SCH 80, TYPE I, SOCKET SOLVENT WELD JOINTS, ASTM D2467. SOLVENT SHALL BE COMPATIBLE WITH FLUID SERVICE.

AutoCAD SHX TextTHERMAL BUTT-FUSED FLANGE CONNECTIONS AT ALL VALVES AND TRANSITIONS.

AutoCAD SHX TextWROUGHT COPPER OR CAST BRONZE, ASME B16.22, SILVER SOLDER JOINT, 150 PSI, OR COMPRESSION FITTINGS.

AutoCAD SHX TextSTAINLESS STEEL, TYPE 304L, THREADED, WELDED SLIP-ON FLANGE ASME B16.3, GROOVED ASME B16.9, OR SOCKET WELDED FITTINGS SCH 40S.

AutoCAD SHX TextRCP, USE MANHOLES.

AutoCAD SHX TextWELDED STEEL, AWWA C208, FABRICATED. SAME AS GROUP CS08.



AutoCAD SHX TextVALVES, 6" AND SMALLER

AutoCAD SHX TextFITTINGS

AutoCAD SHX TextPIPING MATERIAL SCHEDULE

AutoCAD SHX TextPIPE

AutoCAD SHX TextCAST IRON SOIL, ANSI/ASTM A-74, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS. AT THE OPTION OF THE CONTRACTOR, DUCTILE IRON (GROUP DI01) MAY BE SUBSTITUTED.

AutoCAD SHX TextBRONZE, THREADED, GATE: CRANE 428 UB OR STOCKHAM B-105. GLOBE: STOCKHAM B-37. CHECK: CRANE 37 OR STOCKHAM B-319Y. IRON PLUG VALVE: NORDSTROM FIG 142 OR 143. ECCENTRIC PLUG: DEZURIK PEC, CAST IRON OR MILLIKEN 603E. BALL: JAMESBURY FIG 351 OR WATTS #B-6080. LUBRICATED PLUG VALVE (FOR CONDENSATE ONLY): NORDSTROM FIG 114 OR 115.

AutoCAD SHX TextCOPPER TUBING, ASTM B280, SOFT ANNEALED WHERE BENDING IS REQUIRED AND HARD DRAWN WHERE NO BENDING IS REQUIRED.

AutoCAD SHX TextWROUGHT COPPER AND BRONZE SOLDER-JOINT PRESSURE FITTINGS CONFORMING TO ASME B16.22 AND ASTM B75. JOINTS AND FITTINGS FOR BRAZED JOINTS SHALL BE WROUGHT-COPPER OR FORGED-BRASS SWEAT FITTINGS.

AutoCAD SHX TextDUCTILE IRON, ANSI A21.51, (AWWA C151), ENDS BELL AND SPIGOT, MECHANICAL JOINTS OR 125 PSI FLANGED. (TYPICAL SERVICE - WATER LINES).

AutoCAD SHX TextGATE: AWWA C500, O-RING SEALS, MECHANICAL JOINT ENDS, CLOW F-5065. BUTTERFLY: AWWA. ECCENTRIC PLUG DEZURIK PEC, CAST IRON OR MILLIKEN 603E. BALL: PRATT OR APCO-WILLAMETTE.

AutoCAD SHX TextDUCTILE IRON, ANSI A21.51, (AWWA C151), ENDS BELL AND SPIGOT, MECHANICAL JOINTS OR 125 PSI FLANGED. (TYPICAL SERVICE - SLUDGE AND SEWAGE LINES).

AutoCAD SHX TextECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK PEC, CAST IRON OR MILLIKEN 601. SWING TYPE CHECK: CRANE #383 OR POWELL FIG 559. BALL: PRATT OR APCO-WILLAMETTE.

AutoCAD SHX TextGATE: AWWA C500, O-RING SEALS, MECHANICAL JOINT ENDS, CLOW F-5065. BUTTERFLY: AWWA. ECCENTRIC PLUG DEZURIK PEC, CAST IRON OR MILLIKEN 603E. BALL: PRATT OR APCO-WILLAMETTE. SAME AS GROUP DI01.


AutoCAD SHX TextPOLYVINYL CHLORIDE (PVC), PRESSURE PIPE (4"-12"), AWWA C900, WITH BELL AND SPIGOT JOINTS.

AutoCAD SHX TextPOLYVINYL CHLORIDE (PVC), PRESSURE PIPE (14"-48"), AWWA C905, WITH BELL AND SPIGOT JOINTS.

AutoCAD SHX TextSTAINLESS STEEL, TYPE 304, BALL, FLANGED: CONTROMATICS SERIES 2801 OR JAMESBURY SERIES 7150. CHECK: LADISH 5275 OR CRANE FIG 377 OR AS SHOWN ON DRAWINGS.

AutoCAD SHX TextECCENTRIC PLUG: DEZURIK PEC, CAST IRON, OR MILLIKEN 603E. CHECK: CRANE 336E OR MILWAUKEE #544. BALL: JAMESBURY FIG 351 OR WATTS #B-6080.

AutoCAD SHX Text2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, BLACK, 150 PSI OR STEEL, ASME B16.9, BUTT-WELDED. 3" AND LARGER, CAST IRON, ASME B16.1, 125 PSI FLANGED OR MECHANICAL COUPLING.

AutoCAD SHX Text2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, GALVANIZED 150 PSI. 3" AND LARGER, CAST IRON, ASME B16.1, 125 PSI FLANGED OR MECHANICAL COUPLING.

AutoCAD SHX Text2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, BLACK, 150 PSI. 3" AND LARGER, STEEL, ASME B16.9, BUTT-WELDED.

AutoCAD SHX TextDUCTILE IRON AWWA C110, BELL AND SPIGOT JOINTS (RESTRAINED OR NON-RESTRAINED), MECHANICAL COUPLINGS, ASME B16.1 FLANGES, OR MECHANICAL JOINTS.

AutoCAD SHX TextDUCTILE IRON AWWA C110, BELL AND SPIGOT JOINTS (RESTRAINED OR NON-RESTRAINED), MECHANICAL COUPLINGS, ASME B16.1 FLANGES, OR MECHANICAL JOINTS.

AutoCAD SHX TextVALVE BODIES SHALL BE OF BRASS, BRONZE, STEEL, OR DUCTILE IRON CONSTRUCTION AND SHALL CONFORM WITH ANSI/AHRI 760.


AutoCAD SHX TextPOLYVINYL CHLORIDE, ASTM D1785, SCH 40, NORMAL IMPACT.

AutoCAD SHX TextPVC, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK: NIBCO/CHEMTROL, MCCANNA-MARPAC, OR GEORGE FISCHER SLOANE.

AutoCAD SHX TextPVC, SCH 40, NORMAL IMPACT, SOCKET SOLVENT WELD JOINTS, ASTM D2466. SOLVENT SHALL BE COMPATIBLE WITH FLUID SERVICE.




AutoCAD SHX TextPOLYVINYL CHLORIDE (PVC), LARGE DIAMETER (18"-60"), ASTM F679, ENDS INTEGRAL BELL GASKETED JOINTS OR SOLVENT CEMENT JOINTS.

AutoCAD SHX TextFLUID

AutoCAD SHX TextABBREVIATION

AutoCAD SHX TextASR

AutoCAD SHX TextCP

AutoCAD SHX TextDN

AutoCAD SHX TextDR

AutoCAD SHX TextFAW

AutoCAD SHX TextFBW

AutoCAD SHX TextFEC

AutoCAD SHX TextFTW

AutoCAD SHX TextLSP

AutoCAD SHX TextNG

AutoCAD SHX TextPCL

AutoCAD SHX TextPDR

AutoCAD SHX TextFE

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AutoCAD SHX TextFILTER AIR WASH

AutoCAD SHX TextFILTER BACKWASH

AutoCAD SHX TextFERRIC CHLORIDE

AutoCAD SHX TextFILTER TO WASTE

AutoCAD SHX TextLANDSCAPING SPRINKLER SYSTEM

AutoCAD SHX TextNATURAL GAS

AutoCAD SHX TextPOLYALUMINUM CHLORIDE

AutoCAD SHX TextAUTOMATIC SPRINKER RISER

AutoCAD SHX TextCHEMICAL CONTAINMENT PIPE

AutoCAD SHX TextDECANT

AutoCAD SHX TextDRAIN

AutoCAD SHX TextPLANT DRAIN

AutoCAD SHX TextFILTER EFFLUENT

AutoCAD SHX TextFINISHED WATER

AutoCAD SHX TextD

AutoCAD SHX TextFUNCTION

AutoCAD SHX TextTHIS LIST INCLUDES SOME LINES

AutoCAD SHX TextNOT USED IN THIS PROJECT

AutoCAD SHX TextWATER

AutoCAD SHX TextK

AutoCAD SHX TextJ

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AutoCAD SHX TextF

AutoCAD SHX TextE

AutoCAD SHX TextA

AutoCAD SHX Text4" DIA AND

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AutoCAD SHX TextLARGER



AutoCAD SHX Text6" DIA AND LARGER

AutoCAD SHX TextSS01, SS02


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AutoCAD SHX TextPE01, PV02

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AutoCAD SHX TextEXPOSED PIPING

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextBURIED PIPING





AutoCAD SHX TextPIPING MATERIALS (SEE GENERAL NOTES AT THE RIGHT AND PIPE MATERIAL SHEET)

AutoCAD SHX TextCU01, PV01, DI02

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AutoCAD SHX Text75

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AutoCAD SHX TextAIR

AutoCAD SHX Text125


AutoCAD SHX Text(A)

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AutoCAD SHX TextLEAKAGE

AutoCAD SHX TextALLOWANCE

AutoCAD SHX TextFIELD TEST REQUIREMENTS

AutoCAD SHX Text125


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AutoCAD SHX Text--

AutoCAD SHX TextAS

AutoCAD SHX TextAIR SCOUR





AutoCAD SHX Text15

AutoCAD SHX TextAIR


AutoCAD SHX TextBWS

AutoCAD SHX TextBACKWASH SUPPLY





AutoCAD SHX Text75


AutoCAD SHX Text(A)

AutoCAD SHX TextBWW

AutoCAD SHX TextBACKWASH WASTE





AutoCAD SHX Text50


AutoCAD SHX Text(A)

AutoCAD SHX TextFLS

AutoCAD SHX TextFLUSH SUPPLY





AutoCAD SHX Text75


AutoCAD SHX Text(A)

AutoCAD SHX TextFLW

AutoCAD SHX TextFLUSH WASTE





AutoCAD SHX Text50


AutoCAD SHX Text(A)

AutoCAD SHX TextCI01, RC01, RC05

AutoCAD SHX TextM

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextPA

AutoCAD SHX TextPLANT AIR

AutoCAD SHX Text--


AutoCAD SHX Text--


AutoCAD SHX TextAIR

AutoCAD SHX Text300


AutoCAD SHX TextOF

AutoCAD SHX TextOVERFLOW

AutoCAD SHX TextPVO2


AutoCAD SHX Text--



AutoCAD SHX TextO

AutoCAD SHX TextPOTABLE WATER

AutoCAD SHX TextRAW WATER

AutoCAD SHX TextSODIUM HYPOCHLORITE

AutoCAD SHX TextSLUDGE

AutoCAD SHX TextSUMP PUMP DISCHARGE

AutoCAD SHX TextSANITARY SEWER

AutoCAD SHX TextK

AutoCAD SHX TextJ

AutoCAD SHX TextF

AutoCAD SHX TextE

AutoCAD SHX TextC

AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextD

AutoCAD SHX TextL

AutoCAD SHX TextL

AutoCAD SHX Text125

AutoCAD SHX Text125



AutoCAD SHX Text(A)

AutoCAD SHX Text(A)

AutoCAD SHX TextPON

AutoCAD SHX TextNONIONIC POLYMER

AutoCAD SHX TextPW

AutoCAD SHX Text125


AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextREFRIGERANT LIQUID

AutoCAD SHX TextRFL

AutoCAD SHX TextRFS

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextREFRIGERANT SUCTION

AutoCAD SHX TextRW

AutoCAD SHX Text125






AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextSANITARY DRAIN

AutoCAD SHX TextSHC

AutoCAD SHX Text125


AutoCAD SHX Text(A)

AutoCAD SHX TextSL


AutoCAD SHX Text50

AutoCAD SHX TextSPD

AutoCAD SHX TextCS02, PV01

AutoCAD SHX TextPV01, DI02

AutoCAD SHX TextCS02, PV01

AutoCAD SHX TextPV01, DI02

AutoCAD SHX Text(A)


AutoCAD SHX Text50

AutoCAD SHX TextSS

AutoCAD SHX Text--


AutoCAD SHX Text--

AutoCAD SHX TextAIR

AutoCAD SHX Text--


AutoCAD SHX Text--


AutoCAD SHX Text--



AutoCAD SHX TextPOC

AutoCAD SHX TextCATIONIC POLYMER

AutoCAD SHX TextFLUID

AutoCAD SHX TextABBREVIATION


AutoCAD SHX TextMEDIUM

AutoCAD SHX TextMINIMUM


AutoCAD SHX TextPRESSURE

AutoCAD SHX Text(PSI)









AutoCAD SHX TextFUNCTION

AutoCAD SHX TextTHIS LIST INCLUDES SOME LINES

AutoCAD SHX TextNOT USED IN THIS PROJECT

AutoCAD SHX TextEXPOSED PIPING

AutoCAD SHX TextBURIED PIPING

AutoCAD SHX TextFIELD TEST REQUIREMENTS

AutoCAD SHX TextLEAKAGE

AutoCAD SHX TextALLOWANCE

AutoCAD SHX TextSDR

AutoCAD SHX TextSTORM DRAIN

AutoCAD SHX TextDRY N2

AutoCAD SHX TextDRY N2

AutoCAD SHX Text(A)

AutoCAD SHX Text(A)



AutoCAD SHX TextCU02*





AutoCAD SHX Text--



AutoCAD SHX TextDI02, PV01

AutoCAD SHX TextDI02, CI01, PV01

AutoCAD SHX TextPOF

AutoCAD SHX TextFILTER AID POLYMER

AutoCAD SHX Text125


AutoCAD SHX Text(A)

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--


AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextSD

AutoCAD SHX TextPV01, CU01, CS01,


AutoCAD SHX TextPV01, CU01

AutoCAD SHX TextSLUDGE RECYCLE

AutoCAD SHX TextSLR

AutoCAD SHX Text50


AutoCAD SHX Text(A)





AutoCAD SHX TextSLUDGE WASTE

AutoCAD SHX TextSLW

AutoCAD SHX Text50


AutoCAD SHX Text(A)




AutoCAD SHX TextSSO2, PV05

AutoCAD SHX TextPOA

AutoCAD SHX TextANIONIC POLYMER


AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--


AutoCAD SHX Text(A)

AutoCAD SHX Text125

AutoCAD SHX Text50


AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--


AutoCAD SHX Text(A)

AutoCAD SHX TextSODIUM CARBONATE (SODA ASH)

AutoCAD SHX TextSC

AutoCAD SHX TextPIPING MATERIALS (SEE GENERAL NOTES AT THE RIGHT AND PIPE

AutoCAD SHX TextMATERIAL SHEET)

AutoCAD SHX TextN

AutoCAD SHX TextVENT

AutoCAD SHX TextV


AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextAIR


AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextDBW

AutoCAD SHX TextDIVERSION BACKWASH



AutoCAD SHX Text--


AutoCAD SHX Text50


AutoCAD SHX Text(A)

AutoCAD SHX TextDBP

AutoCAD SHX TextDIVERSION BYPASS

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextDIO2, PV08

AutoCAD SHX Text4

AutoCAD SHX TextAIR

AutoCAD SHX Text--

AutoCAD SHX TextP

AutoCAD SHX TextPTW

AutoCAD SHX TextPUMP TO WASTE

AutoCAD SHX Text--


AutoCAD SHX Text--


AutoCAD SHX Text50


AutoCAD SHX Text(A)

AutoCAD SHX Text--


AutoCAD SHX Text--


AutoCAD SHX Text(A)

AutoCAD SHX TextRAW WATER PUMP STATION INFLUENT

AutoCAD SHX TextRWI

AutoCAD SHX Text4

AutoCAD SHX TextAIR

AutoCAD SHX Text--


AutoCAD SHX Text--


AutoCAD SHX Text--

AutoCAD SHX TextP

AutoCAD SHX Text(C)

AutoCAD SHX TextCU01, CU02


AutoCAD SHX Text--


AutoCAD SHX Text--

AutoCAD SHX TextSEA

AutoCAD SHX TextSEAL WATER

AutoCAD SHX Text(A)

AutoCAD SHX Text150

AutoCAD SHX Text4

AutoCAD SHX TextP

AutoCAD SHX TextSANITARY SEWER FORCE MAIN

AutoCAD SHX TextSSF

AutoCAD SHX Text--


AutoCAD SHX Text(A)


AutoCAD SHX Text--


AutoCAD SHX Text60

AutoCAD SHX TextSEDIMENT RETURN

AutoCAD SHX TextSR



AutoCAD SHX Text--


AutoCAD SHX Text(A)


AutoCAD SHX Text50



AutoCAD SHX TextPOLYETHYLENE, PRESSURE PIPE, AWWA C906.

AutoCAD SHX TextPOLYVINYL CHLORIDE (PVC), GRAVITY SEWER PIPE, ASTM D3034, BELL AND SPIGOT.

AutoCAD SHX TextPOLYETHYLENE THERMAL BUTT-FUSED JOINTS, FLANGED JOINTS AT VALVES AND TRANSITIONS.

AutoCAD SHX TextPVC, ANSI/ASTM D3034, BELL AND/OR SPIGOT.


AutoCAD SHX Text-

AutoCAD SHX TextCSO2, RCO5 (A) CI01, RC01 (C)

AutoCAD SHX TextCS01, CU01, PV01 (A), PV03, PV04 (B)

AutoCAD SHX TextDI02, PV01 (A), CI01 (B)

AutoCAD SHX TextSAM

AutoCAD SHX TextSAMPLE

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextPV01, SS01

AutoCAD SHX TextPV01, SS01

AutoCAD SHX Text125


AutoCAD SHX Text(A)

AutoCAD SHX TextCSO1, CU01, DI02, PV01, PV02

AutoCAD SHX TextCS01, CU01, DI02, PV01

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN

AutoCAD SHX TextN



AutoCAD SHX TextPOLYETHYLENE (IPS), SDR11 GAS PIPE, ASTM D-2513, PE3408 HIGH DENSITY PIPING SHALL BE PURCHASED FROM NV ENERGY APPROVED MANUFACTURERS.

AutoCAD SHX TextPOLYETHYLENE THERMAL BUTT-FUSED JOINTS, FLANGED JOINTS AT VALVES AND TRANSITIONS. SEE NVE GAS CONSTRUCTION SPECIFICATIONS VOLUME 15 FOR DETAIL REQUIREMENTS.


AutoCAD SHX TextPOLYETHYLENE, CORRUGATED PROFILE WALL, ASTM F2648. ADS N-12 ST IB OR EQUAL.

AutoCAD SHX TextFITTINGS SHALL CONFORM TO ASTM F2306. BELL AND SPIGOT CONNECTIONS SHALL UTILIZE A SPUN-ON OR WELDED BELL AND VALLEY OR SADDLE GASKET MEETING THE SOIL-TIGHT JOINT PERFORMANCE REQUIREMENTS OF ASTM F2306.

AutoCAD SHX TextNA

AutoCAD SHX TextNA



AutoCAD SHX TextJOHN B.

AutoCAD SHX TextCIVIL

AutoCAD SHX TextP

AutoCAD SHX TextR

AutoCAD SHX TextO

AutoCAD SHX TextF

AutoCAD SHX TextE

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextI

AutoCAD SHX TextO

AutoCAD SHX TextN

AutoCAD SHX TextA

AutoCAD SHX TextL

AutoCAD SHX TextE

AutoCAD SHX TextN

AutoCAD SHX TextG

AutoCAD SHX TextI

AutoCAD SHX TextN

AutoCAD SHX TextE

AutoCAD SHX TextE

AutoCAD SHX TextR

AutoCAD SHX Text-

AutoCAD SHX TextS

AutoCAD SHX TextT

AutoCAD SHX TextA

AutoCAD SHX TextT

AutoCAD SHX TextE

AutoCAD SHX TextO

AutoCAD SHX TextF

AutoCAD SHX TextN

AutoCAD SHX TextE

AutoCAD SHX TextV

AutoCAD SHX TextA

AutoCAD SHX TextD

AutoCAD SHX TextA

AutoCAD SHX TextN

AutoCAD SHX Texto

AutoCAD SHX Text.

AutoCAD SHX Text1

AutoCAD SHX Text6

AutoCAD SHX Text6

AutoCAD SHX Text7

AutoCAD SHX TextBUZZONE

AutoCAD SHX Text6

AutoCAD SHX TextEXP:12/31/18


AutoCAD SHX TextFP

AutoCAD SHX TextFIRE PROTECTION




AutoCAD SHX Text125


AutoCAD SHX Text(A), (B)

AutoCAD SHX TextPV01, PV03, PV04 DI01

AutoCAD SHX TextCUO1, PV01, DI02, PV05


AutoCAD SHX TextADDENDUM 4

AutoCAD SHX TextKA

AutoCAD SHX TextJBB


AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text4

(NOT ALL FIXTURES USED)

HEIGHT OFOPERABLEPARTS

42"

48" M

AX

SOAPDISPENSER

DISPENSER

HOOKS, SHELVES,RODS, ETC

TOWELS ONLYRECESSEDTOWEL/WASTE

REAR WALL

FACEOF FINISH

1' - 6"

3' -

0"

3' - 0" 6"

VERTICAL BAR

TOILET COVERDISPENSER

2' -

6"

SIDE WALL

TOILETPAPER

DISPENSER

GRAB BAR:250 LB. CAPACITY

GRAB BARS TO BE 11/4" TO 1 1/2" O.D.,

TEXTUREDFACE, STAINLESS

STEEL

SANITARY NAPKINDISPOSAL (AT

EACH WOMEN'SSTALL)

3' - 0"

19" t

o 24

" ran

ge

17" t

o 19

" MAX

7" to 9"

3' -

5"

1' -

6"

3' - 4"3' - 6"1' - 0"

3' -

0"

1 1/2" CLR TYP

MIRROROVER LAVATORY

SEE PLUMBING FORSCHEDULED SINK

TRUEBRO-LAVSHIELDFULLY ENCLOSEDPIPING

PROVIDE SOLIDBLOCKING &ESCUTCHEON / TRIM,AT ALL TERMINATIONS

9" M

IN2'

- 3"

MIN

2' -

5" M

AX

2' -

10" M

AX3'

- 4"

1' - 5" MIN

MAX8"MIN

PERIMETERCAULK'G

CENTER OF SIGN

5' -

0"

TYPICALWALL SIGN

LATCHSIDE OFDOOR

6"

FINISHSURFACE BOTHSIDES

TRACK BLOCKING: SIZE & GA.TO MATCH STUDS, PLACE ASREQ'D AT EACH END OF WALL,USE (6) # 12 SMS STRAP TOBLOCK. USE (2) #12 SMS ALLOTHER CONNECTIONS.

MARK FIXTURE #BOBRICK B6806-36,B6806-42, B6806-18

BOBRICK B-221

BOBRICK B-2888

BOBRICK B-254

PRO-LINK 'ELITE'

BOBRICK B-290 2436

DESCRIPTION

GRAB BARS

TOILET SEAT COVER DISPENSER

TOILET PAPER DISPENSER

SANITARY NAPKIN DISPOSAL

MIRROR, STAINLESS FRAME

COMMENTS

STAINLESS STEEL

WALL SIGN: SYMBOL ONLY

DETAIL

6"x 8" MAN & WOMANWHEELCHAIR OVERBRAILLE

NOTES:A. PROVIDE SOLID BLOCKING AT ALL ACCESSORIES, SEE 1/GA02B. PLASTIC SIGN: DARK BLUE ON WHITE LETTERS with Best 'Graphic Blast' W/ BRAILLE GRADE 2

BEST CORPECONOMY ADA SIGN (C)

SURFACE PAPER TOWEL DISP.

TOILET ACCESSORY SCHEDULE

A

B

C

D

E

F

G

H SEE PLAN ANDELEVATIONS

SYMMETRY 'STEALTH' SOAP DISPENSER

2/-4/-2/-4/-

2/-

2/-

6/-

6/-

3/-

5/-

C. INTERIOR ELEVATIONS ON SHEET A209

D.

D.

D. THESE ITEMS ARE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR.

WATER RES. GYP BD

ALL GALV.STEEL STUDS

FRP: ON WALL BOARDADHESIVE

CONC.

FRP ALUM TRIM

CLEAR SILICON SEALANT

RESILIENT SHEETFLOORING INTEGRAL

BASE

6"

4" BASE

48" M

IN.-

60" M

IN.

18" MIN.

RESTROOM

PER

SECT

ION

703.

2.7

CL

FINISH FLOOR

LETTERING RAISED 1/32" UPPER-CASED CHARACTERS (WHITE)

CORRESPONDING GRADE IIBRAILLE

SIGN GRAPHIC TOBE MOUNTED ONLATCH SIDE OFDOOR.

SANSERIF FONTRESTROOM

ALL SIGNS TO ANSI A117.1,SECTION 703 SIGN REQUIREMENTS.

(SILVER) METAL FRAME(BLUE) BACKGROUND

A

ELECTRICAL

*3"

2 1/2"+/-

VARIES

BSIGN TYPESIGN TYPE

SHEET NUMBER

Copy

right

201

6. A

ll rig

hts

rese

rved

by

BJG

Arc

hite

ctur

e +

Eng

inee

ring.

Thi

s dr

awin

g is

an

inst

rum

ent o

f ser

vice

. It i

s th

e pr

oper

ty o

f BJG

and

may

not

be

repr

oduc

ed w

ithou

t the

exp

ress

writ

ten

auth

oriz

atio

n fro

m B

JG A

rchi

tect

ure

+ E

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eerin

g.

A B C D E F G H

5

4

3

2

WORK ORDER NO.

DESIGNEDDRAWN

DATE

CHECKEDSUBMITTED

RECOMMENDEDAPPROVED

NOT REPRODUCIBLEPROPERTY OF

TRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT


OF

MT. ROSE WATER TREATMENT PLANT

NOT FOR CONSTRUCTION

ORI

GIN

AL S

HEET

-34"

x22"

1

8/1

3/2

01

8 1

2:1

0:4

0 P

MC

:\Users

\Jw

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s\D

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ments

\TM

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NTR

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2-2

017_j

walli

s.rv

t

ROOM FINISH SCHEDULE, TOILET &FINISH DETAILS

GA02

BID SET

-

JMW

JLK

CHJ

06/15/2018

-

-77 295

JUNE 2018

SCALE:TYP 3/4" = 1'-0"6 ADA ACCESSORIES HEIGHTS

SCALE:TYP 3/4" = 1'-0"4 ADA GRAB BAR FRONT

SCALE:TYP 3/4" = 1'-0"2 ADA WC GRAB SIDE ELEV

SCALE:TYP 3/4" = 1'-0"5 ADA LAV HEIGHTS

SCALE:TYP 1/2" = 1'-0"3 ADA SIGN PLACEMENT

SCALE:TYP 1/2" = 1'-0"1 BLOCKING AT ACCESSORIES

ROOM FINISH SCHEDULE

SPACE FLOOR BASE WALLS CEILING

SIGNAGE (SEE 8/GA-02) AND COMMENTSNO. ROOM NAME MAT. MAT.NORTH

MAT. FIN.FIN.101 CONTROL LVT B1 P7 GWB P1 SIGN TYPE A102 RR SV SV-6 P7-FRP GWB P1 SIGNTYPE B FRP TO 4 FEET HT. PAINT ABOVE, 6" INTEGRAL SV BASE. FINISH WITH ALUM EDGE103 MCC ROOM CS NA P2 ES P4 SIGN TYPE A104 FILTERS CS NA P2 ES P4105 SODA CS NA P108 ES P4106 SHC VE111 *VE111 P4 ES P4 *CARRY VE111 UP WALLS 24" TYPICAL107 FERRIC VE111 *VE111 P4 ES P4 *CARRY VE111 UP WALLS 24" TYPICAL108 PACL VE111 *VE111 P4 ES P4 *CARRY VE111 UP WALLS 24" TYPICAL109 PUMP GALLERY CS NA P2 ES P4111 FIRE R. CS NA P2 ES P4201 MECH P108 NA P2 ES P4 SIGN TYPE A

ROOM FINISH MATERIAL AND COLOR LEGEND

MARK MATERIAL SPECS MANUF.PRODUCT DESCRIPTION

COMMENTSPATTERN COLOR DIMENSION

B1 RUBBER BASE 09651 ROPPE STRAIGHT-4" BLACK 4"CS CONCRETE SEALER MANUF. ASHFORD ASHFORD FORMULA CLEAR- 2 FLOOD COATS COORDINATE WITH CONCRETE CURE PRODUCTSES EXPOSED TO STRUCTURE SHOP PRIMERED STRUCT STEEL. STEELJOISTS, GIRDERS, STEEL DECK.FRP FIBERGLASS REINFORCED

PANEL10265 CHEMLITE SILVER/ TEXTURE 4' ABOVE FF USE FULL LINE OF ACCESSORIES

GWB GYPSUM WALL BOARD 09250 MED KNOCK DOWN LEVEL IVLVT LUXURY VINYL TILE 09650 CENTIVA VENUE-WOOD TAOS RANDOM PLANKP1 PAINT 09800- SYS 1 SEE SPECS ALKYD ENAMEL WHITE 2 COATS PRIMER COLOR: GRAY AT STRUCT STEEL & JOISTSP2 PAINT-VAPOR BARRIER 09800-SYS 2 SEE SPECS ACRYLIC LATEX SEMI-GLOSS 2 COATS CMU WALLS-BLOCK FILLER PRIMERP4 PAINT STEEL, STEEL DECK,

CMU09800-SYS 4 SEE SPECS POLYURETHANE/EPOXY PRIMER SEMI-GLOSS 3 COATS

P7 PAINT 09800-SYS 7 SEE SPECS ACYRLIC LATEX WHITE 3 COATSP108 FLOOR PANT 09800-SYS 108 SEE SPECS CHEM RESISTANT POLYURETHANE 3 COATS PAINT TO 8" AFF BASESV SHEET VINYL 09650 ARMSTRONG HOMOGENEOUS SHEET-MEDINTONE GRAYED BLUE 6" BASE

INTEGRALFULLY INTEGRAL SV BASE

SV-6 SHEET VINYL BASE 09650 SEE SPECS 6" INTEGRAL BASE, WELDED SEAMS TBD PER SHEETVINYL

VE111 FLOOR PAINT 09800-SYS 111 SEE SPECS VINYL ESTER, CONCRETE CARRY UP WALLS AS BASE

SCALE:TYP 3" = 1'-0"7 RESILIENT FLOOR & BASE AT FRP

SCALE:TYP 1 : 18 ROOM SIGNAGE

REVISION DESCRIPTION BY APP DATE3 ADDENDUM 4 8/8/18

3

jwallisJW NEVADA ARCHITECT

jwallisText Box8/13/2018

B

C

E

A

D

1

5

2 3 4

BS213

BS213

DS213

DS213

CS213

CS213

AS213

AS213

1S216

3S216

4S219

44' - 8"

30' -

0"

38' -

8"

27' -

4"

18' -

0"

10' -

0"

2' - 0"5' - 0" 5' - 8" 5' - 8" 5' - 8" 7' - 2" 6' - 6" 5' - 0"

2' - 0"

11' - 4" 9' - 8" 11' - 0"

14' -

6"

12' -

6"

14' -

6"

14' -

6"

32' - 0"

7' -

2"13

' - 8

"7'

- 2"

2'x2'x2' SUMP WELL

1' - 4"4' - 8" 4' - 8" 4' - 8" 4' - 8" 4' - 8" 4' - 8" 4' - 0"

7' - 4" 8' - 8" 6' - 8" 4' - 8" 4' - 8"

H=-1

4'-8

"

H=-1

2'-0

"

H=-9

'-4"

H=-6

'-8"

H=-4

'-0"

H=-1

8'-0

"

H=-1

4'-8

"

H=-1

2'-0

"

H=-9

'-4"

H=-6

'-8"

H=-4

'-0"

H=-1

4'-8

"

H=-1

2'-0

"

H= -12' - 0"

H=-1

4'-8

"

H=-1

2'-0

"

H=-9

'-4"

H=-6

'-8"

H=-4

'-0"

4' -

0"4'

- 8"

4' -

8"

1' -

4"

3' -

0"3'

- 0"

24" CONC. WALL

8" CONC. WALL

12" CONC. WALL

24" CONC.WALL

24" CONC.WALL

12" CONC. WALL

24" CONC.WALL

10" CONC. STEM WALL

2S216

4S216

H=-1

'-4"

12' -

8"

10" CONC.STEM WALL

7' - 4" 5' - 4"

8" CMUWALL

8" CMU WALL12" CMU WALL

12" CMU WALL

8" CMU WALL

8" CMU WALL

8" CMU WALL

H= -20' - 6"

H= -19' - 6"

H= -19' - 6" H= -20' - 6" H= -22' - 6"

T.O.S.= -21' - 6"

F1 F1

F1 F1

F1 F1

F2

F2

WF5WF1

WF1WF1

WF1

WF1

WF1

WF1

WF1

WF4

WF4

WF4

WF5

S2191

TYP

2.6

WF1

H= -1' - 4"

H= -1' - 4"

5' -

0"18

' - 7

"4'

- 5"

2' - 8" 12' - 0" 3' - 0"

H=-1

'-4"

8" CMU WALL

H= -6' - 8"

H= -4' - 0"

H= -1' - 4"

H= -9' - 4"

H= -6' - 8"

H= -4' - 0"

H= -1' - 4"

6S219

2' - 0"

2' -

0"

CJ-1

CJ-1

CJ-1

CJ-1

CJ-1

CJ-1

CJ-1

CJ-1

WF4

WF5

WF5

WF5

WF1

WF1

WF3

WF2

WF2

WF2

WF5

6' - 0"9' - 4"6' - 8"

5S219

SLOP

E SLOPE

T.O.S w/ SLOPE = +6.5"

T.O.S w/ SLOPE = +2"

T.O.S w/ SLOPE = 0"

3' -

3"

H= -20' - 6"

H=-1

'-4"

H=-1

8'-0

"

H= -17' - 0"

H= -19' - 6"

H= -17' - 0"

H= -19' - 0"

H= -17' - 0"H= -20' - 6"

WALL TYPE6" CONC. WALL

8" CONC. WALL

10" CONC. WALL

12" CONC. WALL(IN RECYCLE TANK)(BETWEEN GRID 1&2)

24" CONC. WALL(ENCLOSING RECYCLETANK)(BETWEEN GRID 1&2)

8" CMU WALL

12" CMU WALL

TYPICAL REINFORCING

VERT. #9 AT 12" o.c. E.F.HORIZ.: #9 AT 12" o.c. E.F.

VERT: #5 AT 12" o.c. AT CENTER OF WALLHORIZ: #5 AT 12" o.c. TIGHT TO VERT

VERT: #5 AT 12" o.c. AT CENTER OF WALLHORIZ: #5 AT 12" o.c. TIGHT TO VERT

VERT: #5 AT 18" o.c. E.F.HORIZ: #5 AT 18" E.F.

VERT: #8 AT 12" o.c. E.F.HORIZ: #8 AT 12" o.c. E.F.

SEE WALL ELEVATIONS

SEE WALL ELEVATIONS

STRUCTURAL WALL SCHEDULE (S201)

24" CONC. WALL(ENCLOSINGCLEARWELL TANK)(BETWEEN GRID 2&4)

VERT. #9 AT 9" o.c. E.F.HORIZ.: #9 AT 9" o.c. E.F.

12" CONC. WALL(IN CLEARWELL TANK)(BETWEEN GRID 2&4)

VERT: #9 AT 9" o.c. E.F.HORIZ: #9 AT 9" o.c. E.F.

FOUNDATION NOTES1. DIMENSIONS SHOWN ARE TO GRID LINE, FACE OF WALL,

OR EDGE OF CONCRETE, OR CENTERLINE OF COLUMN,TYP.

2. SEE ARCHITECTURAL FOR DIMENSIONS, ELEVATIONS ANDOTHER INFORMATION NOT SHOWN.

3. ELEVATIONS ARE WITH RESPECT TO TYPICAL FINISHEDFLOOR ELEVATION (+)0'-0" (T.O. CONC.)

4. FOR "NEAT" FOOTINGS ADD 3" TO FOOTING DIMENSIONON EACH SIDE.

5. CENTER FOOTINGS BELOW COLUMNS AND WALLS, U.N.O.6. H = - TOP OF FOOTING ELEV.7. T.O.S = - TOP OF SLAB ELEV.8. CJ-1 CONSTRUCTION JOINT, SEE TYP DETAILS

WALLS:

FOUNDATION PLAN LEGEND

CONC. WALL - SEE PLAN ANDSCHED FOR THICKNESS AND REINF.CMU WALL - SEE PLAN AND ELEVATIONSFOR THICKNESS AND REINF.

SLAB:

• 12" CONC. SLAB ON GRADE• T.O. SLAB ELEV = (-) 16' - 0" (RECYCLE TANK)• T.O. SLAB ELEV = (-) 18' - 6" (CLEARWELL TANK)• WHERE SLAB SLOPES, THICKEN SLAB AS NEEDED.

AND ELEVATIONS SHOWN (T.O.S w/ SLOPE=) ONPLAN ARE REFERENCED FROM T.O. SLAB ELEV.

• TYP REINF FOR SLAB IS #5 AT 12" o.c. E.W. T&B

STEPPED FOOTING S21911

• 12" CONC. SLAB ON GRADE• T.O. SLAB ELEV = (-) 21' - 6",• TYP REINF FOR SLAB IS #5 AT 12" o.c. E.W. T&B

• 12" CONC. SLAB ON GRADE• T.O. SLAB ELEV = (-) 7' - 10",• TYP REINF FOR SLAB IS #5 AT 12" o.c. E.W. T&B

B

A

D

1 2 4

RECY

CLE

TANK

CLEARWELLTANK

UV AREA

B

2 3

5S216

5S219

18"x18"x12"SUMP WELL

14' -

10"

28' - 0"

WF1

WF1T.O.S.= -7' - 10" H= -8' - 10"

SHEET NUMBER

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WORK ORDER NO.DESIGNEDDRAWNDATECHECKEDSUBMITTEDRECOMMENDEDAPPROVED




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FOUNDATION PLAN - RECYCLE &CLEARWELL

S201

BID SET

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FIN FLOOREL 0"

BCD

RECYCLE TANK SLABEL -16' - 0"

STEM WALL

CLEARWELL SLAB.EL -18' - 6"

WHICHEVER GREATER

E.O. PERP. FOOTINGDEPTH OF FOOTING OR

FIN FLOOREL 0"

1 2


2' - 0" 5' - 0"

1' -

0"1'

- 6"

COLUMNS WITHIN WALL,PROVIDE TYP COLUMNREINFORCING AND TIES. WALLREBAR TO BE CONT. THRU COL.

S2196

FIN FLOOREL 0"

BA


8' -

0"1'

- 0"

FIN FLOOREL 0"

BA


FIN FLOOREL 0"

BA


FIN FLOOREL 0"

BA

1' -

0"1'

- 6" 5' - 0"


2' - 0"

1' - 9"

COLUMNS WITHIN WALL,PROVIDE TYP COLUMNREINFORCING AND TIES. WALLREBAR TO BE CONT. THRU COL.

FIN FLOOREL 0"

2 32.6

FIN FLOOREL 0"

B

B

C

E

A

D

1 52 3 4

S212

3

S211 7

S212

4

S2122

S2126S2116

S211

5

S211 1

S211 2

S212 5

S211

3

S211

4

S210

S210 5

S210 6

S210 7

S210 8

S210

3

S2104

S2101

2

S212

1

2.6

S212

3

S220

5

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STRUCTURAL ELEVATIONS-I S210-

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SCALE: 1/8" = 1'-0"S2101 STRUCTURAL EXTERIOR TANK WALL A

SCALE: 1/8" = 1'-0"S2102 STRUCTURAL INTERIOR TANK WALL X

SCALE: 1/8" = 1'-0"S2105 STRUCTURAL INTERIOR TANK WALL A

SCALE: 1/8" = 1'-0"S2106 STRUCTURAL INTERIOR TANK WALL B

SCALE: 1/8" = 1'-0"S2107 STRUCTURAL INTERIOR TANK WALL C

SCALE: 1/8" = 1'-0"S2108 STRUCTURAL INTERIOR TANK WALL D

SCALE: 1/8" = 1'-0"S2103 STRUCTURAL UV TANK WALL

SCALE: 1/8" = 1'-0"S2104 STRUCTURAL UV TANK WALL1


4

4

4

4

4

44

4

4

4

4

8/14/2018

FIN FLOOREL 0"

TRUSS BEARINGEL 18' - 0"

15 23

4


6' - 0"2' - 8"

3' - 4"

2' - 8"

3' - 4"2' - 8"

11' - 4"24' - 0"3' - 4"6' - 0"

(2) #5 E.F.(2) #5 E.F.

(2) #5 E.F.TYP WALL REINF. (GRID 1TO 2 AND GRID 4 TO 5)VERT: #5 AT 16" o.c.CENTER OF WALLHORIZ. #5 AT 24" o.c.TIGHT TO VERT.

10' - 0"12' - 0"

13' -

4"

2' -

8"

7' -

4"

2.6

5' -

0"

7" / 12"

SHADED REGIONINCREASE HORIZ. TO#5 AT 8" o.c.CENTERED

TYP WALL REINF. (GRID 1TO 2 AND GRID 4 TO 5)VERT: #5 AT 16" o.c.CENTER OF WALLHORIZ. #5 AT 24" o.c.TIGHT TO VERT.

2' -

0"2'

- 8"

2' - 0" 6' - 0" 2' - 0"

(2) #5 E.F. E.S. OF OPENINGLAP BELOW ROOF LEVEL


WHICHEVER GREATER

DEPTH OF FOOTING ORE.O. PERP. FOOTING

.

FIN FLOOREL 0"

234

6' - 0"2' - 8"

4' - 8" 5' - 4" 7' - 4" 5' - 4" 4' - 8"2' - 8"6' - 0"

TYP WALL REINF.VERT: #5 AT 16" o.c.CENTER OF WALLHORIZ. #5 AT 24" o.c.TIGHT TO VERT.

8" CMU BLOCK13' - 4"

12" CMU BLOCK18' - 0"

8" CMU BLOCK13' - 4"

7' - 4"

9' -

4"2'

- 8"

8' -

8"

(2) #5 E.F.

2.6

2' -

0"1'

- 4"

3' - 0"1' - 4"3' - 0"

(2) #5 CENTERED

(2) #5 CENTERED


FIN FLOOREL 0"

B A

TYP WALL REINF.VERT: #5 AT 16" o.c.CENTER OF WALLHORIZ. #5 AT 24"o.c. TIGHT TO VERT.


FIN FLOOREL 0"

BCE D

6' - 0" 8' - 0" 4' - 0" 7' - 4" 4' - 0" 16' - 8" 10' - 0" 4' - 0"3' - 4" 6' - 8" 4' - 0" 10' - 0"

(6) #8 E.F.

(2) #5 E.F.

(2) #6 E.F.

(4) #8 E.F.

TYP WALL REINF.VERT: #6 AT 16" o.c. E.F.HORIZ. #6 AT 24" o.c.CENTERED

4' -

0"6'

- 8"

10' -

0"

7' -

4"

(2) #6 E.F.

S2201

TYP ALL LINTELS

SHADED REGION INCREASEHORIZ. TO #6 AT 16" o.c.CENTERED

FIN FLOOREL 0"

BA


TYP WALL REINF.VERT: #5 AT 16" o.c.CENTER OF WALLHORIZ. #5 AT 24" o.c.TIGHT TO VERT.

1' -

4"11

' - 4

"

17' - 4" 1' - 4" 11' - 4"


WHICHEVER GREATER

DEPTH OF FOOTING ORE.O. PERP. FOOTING

FIN FLOOREL 0"

5 4

2' - 8"8' - 0"2' - 0"8' - 0"2' - 0"8' - 0"2' - 8"

4' -

0"10

' - 0

"

TYP WALL REINF.VERT: #5 AT 24" o.c.CENTER OF WALLHORIZ. #5 AT 24"o.c. TIGHT TO VERT.

(3) #6 E.F.

(4) #6 E.F.

(4) #6 E.F.

SHADED REGIONINCREASE HORIZ.TO #5 AT 8" o.c.CENTERED, TYP.


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STRUCTURAL ELEVATIONS-III S212

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SCALE: 1/8" = 1'-0"S2093 STRUCTURAL ELEVATION AT GRID B

SCALE: 1/8" = 1'-0"S2104 STRUCTURAL ELEVATION AT GRID A

SCALE: 1/8" = 1'-0"S2102 STRUCTURAL ELEVATION AT GRID 4



SCALE: 1/8" = 1'-0"S2101 STRUCTURAL ELEVATION AT GRID A.5

NOTE:HOOK ALL HORIZREINFORCEMENT AT ENDOF WALL OR EDGE OFOPENING


4

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2 3 4

DS213

5S218

2.6

FIN FLOOREL 0"


TOW-GRID EEL 10' - 0"

BCE AD

BS213

AS213

4S218

16' -

5 1

/4"


FIN FLOOREL 0"


1 52 3 4


DS213

CS213

5S217

2.6

FIN FLOOREL 0"


BCD


MECH FFEL 15' - 9"

AS213

S2175

5' - 8" 33' - 0"

6S219

SHEET NUMBER

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BUILDING SECTIONS S213

BID SET

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SCALE: 1/8" = 1'-0"S201B CLEARWELL SECTION

SCALE: 1/8" = 1'-0"S201D MAIN BUILDING AND CLEARWELL SECTION

SCALE: 1/8" = 1'-0"S201A MAIN BUILDING CROSS SECTION

SCALE: 1/8" = 1'-0"S201C MAIN BUILIDING AND MECH MEZZANINE SECTION


4

8/14/2018

OPEN

#5 E.F. T&B OF LINTELDEPTH, MIN, SEE SCHEDFOR ADDITIONAL REINF.

TYP. FULL HEIGHT JAMBREINF., SEE WALL ELEV.(1) REBAR E.F. PER CELL

1/2 STIRRUPS IF REQ'D,SEE SCHEDULE

STD. LAP LENGTH BEYONDOPENING. USE STD. HOOKIF INTERRUPTED. MAKEBARS CONTINUOUS WHEREPOSSIBLE.

SECTION

4" "D"

-4"

4"

#3 AT "S" o.c.WHERE REQ'D

"D"

ELEVATION

(1) #5 BELOWWINDOW,WHERE OCCURS

W

EQEQ

ADD'L REINF.WHERE REQ'D

MAX

.3"

LINTEL SCHEDULEMAX W REINFORCING "D" "S"4' - 0" (2) ROWS OF #5 E.F. 16" N/A6' - 0" (2) ROWS OF #5 E.F. 24" N/A8' - 0" (3) ROWS OF #5 E.F. 32" 8"10' - 0" (4) ROWS OF #5 E.F. 16" 8"

FIN FLOOREL 0"

A

1' -

0"

PROVIDE #5 CORNER BARSAT SAME SPACING ASHORIZ. AT INTERSECTINGWALLS

#5 HORIZ. AT 12" o.c., CENTEREDIN WALL, HOOK INTOSUPPORTING WALL AND EXTENDTO END OF WALL#5 VERT AT 12" o.c.,TIGHT TO HORIZ., HOOKINTO SUSP. SLAB

CORNER BAR:24

24

HOOK SLAB REINF.INTO WALL

6" CONC. WALL, CANTILEVERS FROMSUPPORTING WALL AND INTERSECTSWITH PERP. CANTILEVERED WALL.

FIN FLOOREL 0"

2 PROVIDE #5 CORNER BARSAT SAME SPACING ASHORIZ. AT INTERSECTINGWALLS

CORNER BAR:24

24

HOOK SLAB REINF.INTO WALL

#5 VERT AT 12" o.c.,TIGHT TO HORIZ., HOOKINTO SUSP. SLAB

#5 HORIZ. AT 12" o.c., CENTEREDIN WALL, PROVIDE DOWELS INTOSUPPORTING WALL EACH END, LAPWITH HORIZ. REINF.

6" CONC. WALL, SPANS BETWEENSUPPORTING WALLS1

' - 0

"

A

#5 HORIZ. AT 12" o.c., CENTEREDIN WALL, HOOK INTOSUPPORTING WALL AND EXTENDTO END OF WALL

#5 VERT AT 12" o.c.,TIGHT TO HORIZ., HOOKINTO SUSP. SLAB

1' -

0"

~

TYP SLAB REINF.,HOOK ENDS, TYP.

#5 DOWELS AT 12"o.c. HOOK INTO SLAPAND LAP INTO WALL

#5 DOWELS TO MATCH CMU VERTREINF. EXTEND LAP LENGTH INTOWALL, LAP w/ CMU REINF.

~




2" TYP WALL REINF. SEE PLAN

PROVIDE 2" NOTCH ATINSIDE FACE OF WALL

A

4"

1' -

0"

1' - 2"#3 HOOK AT 18" o.c

CONC. PEDESTAL

2 (2) #5 HORIZ. ABOVE AND BELOWOPENINGS, 12" o.c. MAX., CENTERED INWALL, HOOK INTO SUPPORTING WALL ANDEXTEND TO OTHER SUPPORTING WALL

#5 VERT E.S. OFOPENING, TIGHTTO HORIZ.#5 AT 12" o.c.MAX. ABOVE ANDBELOWOPENINGS

1' -

0"1'

- 0"

8' -

0"

1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0"

1' -

0"1'

- 0"

1' -

6"1'

- 0"

1' -

6"1'

- 0"

1' -

0"

#5 AT 12" o.c.MAX. BETWEENOPENINGS

2"

~




< 1

2"

CURB AT T.O. WALL

1' -

0"

SHEET NUMBER

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WALL DETAILS S220

BID SET

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JUNE 2018

SCALE: 1/2" = 1'-0"S2121 MASONRY LINTEL/JAMB REINF.

SCALE: 1/2" = 1'-0"S2032 BARRIER SECTION

SCALE: 1/2" = 1'-0"S2033 BARRIER SECTION 2

SCALE: 1/2" = 1'-0"S2034 BARRIER WALL CANT.

SCALE: 1" = 1'-0"S2146 SLAB AND WALL CONN.

SCALE: 1" = 1'-0"S2147 SLAB AND WALL CONN. WITH CONC. STEMWALL

SCALE: 1" = 1'-0"S2039 12" CMU WALL SUPPORT

SCALE: 1/2" = 1'-0"S2035 BARRIER WALL

SCALE: 1" = 1'-0"S2038 THICKENED SLAB AND WALL CONN.

REVISION DESCRIPTION BY APP DATE3 ADDENDUM 3 8/8/184 ADDENDUM 4 8/14/18

4

3

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8/14/2018

UP

AM202

BM202

E

D

C

B

A

54321

AIR COMPRESSOR

FINISHED WATER PUMP (TYP OF 3)

BACKWASH PUMP (TYP OF 2)

RECYCLE PUMP(TYP OF 3)

RECYCLE TANKPOLYMER SYSTEM

SODIUM HYPOCHLORITETANK

FERRICCHLORIDETANK

POLYALUMINUMCHLORIDETANK

SODA ASHBATCH TANK

DRY SODA ASHBATCHING SYSTEM

COAGULANTAID SYSTEM

TO DISTRIBUTIONSYSTEM (SEE CIVILDWG)

FROM RAW WATERPUMP STATION(SEE CIVIL DWG)

TUBE CLARIFIER

ADSORPTIONCLARIFIER

MIXED MEDIA FILTER

CHEMICAL FILLCONNECTION(TYP OF 6)

FILTER AID SYSTEM

UV REACTOR(TYP OF 2)

SURGE TANK

CLEARWELLOVERFLOW(SEE CIVILDWG)

RECYCLE TANKOVERFLOW(SEE CIVIL DWG)

TO SANITARY SEWER(SEE CIVIL DWG)

STMGID 4/5CONNECTION(SEE CIVIL DWG)

COMPRESSED AIRCONNECTION

AIR DRYER

AIR SCOURBLOWERS

RECYCLE TANKSLUDGE PUMP

3M250

2M230

1M210

4M260

TRANSFORMER4

4

4

4

4

SHEET NUMBER

A B C D E F G H

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TRUCKEE MEADOWS WATER AUTHORITY, RETURN UPON COMPLETION OF PROJECT


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GENERAL ARRANGEMENTM200

RWM

MB

EJP

6/22/2018 WATER TREATMENT PLANT

149 294

SCALE: 1/8" = 1'-0"GENERAL ARRANGEMENT

DATE SIGNED 08/14/2018

REVISION DESCRIPTION BY APP DATE4 ADDENDUM 4 MB RWM 8/14/18

D

C

B

A

54321

FROM RAW WATERPUMP STATION(SEE CIVIL DWG)

4" FW (SS02)

16" FTW (DI01)

18" BWW (DI01) 18" BWW (DI01)

14" FW (DI01)TO DISTRIBUTION SYSTEM (SEE CIVIL DWG)

6" FW (SS02)

14" RW (DI01)

UVR-2220

UVR-2210

18" BWW (DI01)

18" BWW (DI01)

BFV-2231

14" OF (PV04)

12" PW (DI01)

TO DETENTION POND(SEE CIVIL DWG)


18" OF (PV04)TO DETENTION POND(SEE CIVIL DWG)

MOV-2531

6" DN (SS02)

DEC-2530

12" FTW (DI01)

18" FE (DI01)24" FE (DI01)

2" DN (SS01)

6" FW (SS02)

4" BWS (SS02)BFV-2211

3" SLW (SS02)

P-2520

P-2530P-2540

P-2310

P-2320

P-2330

P-2410

P-2420

5'-5

"

12" FLW (DI01)

12" FLW (DI01)

3'-5

"

6'-6

" 3'-5

"

TYPM306

TYPM306

TYPM306

TYPM306

TYPM306

TYPM306

1'-6"

7'-4"

1'-9

"

3'-1"

8'-5"

2'-6

"

30'-9"

GROOVED ENDCOUPLING (TYP)

TYPM306

10'-9"

3'-8"

P-2201

12'-10" 18'-2" 7'-6"

A

B1/2" SAM (PE01)

1/2" SAM (PV02) C

D

4'-8"2'-8

"

TYPM910

5'-4"

7'-0"21'-7" 15'-8"

31'-3

"

TYPM302

TYPM302

E

16" FE (SS02)

16" FE (DI01)

F

TYPM946

18" BWW (SS02)

14" FW (SS02)

G

4

SHEET NOTES

1. ALL DUCTILE IRON PIPING BELOW SLAB SHALL USE MECHANICALJOINT FITTINGS. ALL DUCTILE IRON PIPING SHALL BE CLASS 53.

2. SUPPORT PIPING PER SECTION 15006 - PIPE SUPPORTS.

SHEET KEYNOTES

A. REFER TO INSTRUMENTATION DRAWINGS FOR DETAILS OF EFFLUENT SAMPLE PUMP, UVT SENSOR, AND TURBIDITY ASSEMBLY.

B. DECANTER TO BE TETHERED IN PLACE USING STAINLESS STEEL CABLES. DECANTER TO BE PROVIDED WITH EYELETS FOR CABLE ATTACHMENT. CABLES TO ALLOW FOR FULL RANGE OF WATER LEVEL OPERATION IN THE RECYCLE TANK.

C. SAMPLE PIPE ROUTING SHOWN IS SUGGESTED AND FINAL LAYOUTSHALL BE DETERMINED BY CONTRACTOR DURING CONSTRUCTION.PIPE ROUTING SHALL MEET REQUIREMENTS OF INSTRUMENTATIONDRAWINGS.

D. 2" CONTAINMENT PIPE SHALL BE PROVIDED THROUGH CONCRETEONLY FOR SAMPLE TUBE CONVEYANCE.

E. ADD 2" SS CONNECTION WITH A BALL VALVE OFF FE LINE AND ROUTE TO SUMP FOR DRAINING OF THE UV PIPING. SUPPORT 2"PIPING TO FLOOR WITH DETAIL M109.

F. INSTALL 18" TEE AT END OF BWW PIPING AND DIRECT TEE BRANCH TOWARDS THE CENTER OF THE RECYCLE TANK. SUPPORT PIPEUSING DETAILS M936 AND M946. SEE SHEET M202 FOR ADDITIONAL DETAILS.

G. REDUCER SLEEVE COUPLING (JCM 204 OR EQUAL) TO CONNECT DITO SCH 40 SS STUB. USE MID SPAN RESTRAINT RING (EBAA 1100SDB OR EQUAL) AND TIE RODS FOR RESTRAINT. LUG PLATES ANDGUSSETS PER AWWA M-11.

4

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SCALE: 1/8" = 1'-0"TANK LAYOUT PLAN



B

A

432J

M232K

M232

HM231

LM233

TO DISTRIBUTION SYSTEM (SEE CIVIL DWG)

14" FW (DI01)

8" FW (SS02)

4" FW (SS02)

8" FW (SS02)

8" FW (SS02)

14" BWS (SS02)18" BWS (SS02)

8'-10"

6" FW (SS02)

PRV-2341

CKV-2312

BFV-2313

CKV-2322

BFV-2323

CKV-2332BFV-2333BL-2110

BL-2120

IM231

1 1/2" PA (SS01)

3/4" SC (PE01)

PRV-2431

P-2410

P-2420

CKV-2411

CKV-2421

14" OF (PV04)

12" PW (DI01)

TO DETENTIONPOND (SEE CIVIL DWG)


GL-2343 BAV-2346

FEM-2370

P-2310

P-2330

P-2320

6" FW (SS02)

UVR-2220

UVR-2210

3/4" POA (PE01)3/4" POA (PE01)

6" DN (SS02)

BFV-22318" AS (SS02)

12" FTW (DI01)

16" FE (SS02)

18" BWS (SS02)

3/8" SHC (PE01)

24" FE (DI01)

6" DN (SS02)

TYPM302

TYPM306

8" AS (SS02)

4" AS (SS02)

TYPM192

TYPM803(TYP OF 7)

GROOVED ENDCOUPLING (TYPOF 12)

2'-8"

3/8" SHC (PE01)

2'-6"

7'-0

"

3'-8"

4'-7"4'-9"

TYPI311 PIT

(TYP OF 7)

1'-3"

12'-1

0"5'

-2"

10'-6

"

AD-2720

CMP-2710

BALL VALVE (TYP)

14" FW (SS02)

4'-1

1"

BFV-2712

3/4" SAM (CU01)PRESSURE GAUGE (TYP)

PRESSURE SWITCH (TYP)

12" TAPPED PVCBLIND FLANGE

B

B

B

B

P-2201TYPM921

TYPM102

5'-0

"

BFV-2412

BFV-2422

F

A

F

F

F

C

C

6'-1

1"

2'-7"

D

8" FW (SS02)

6'-8"

TYPM102

TK-2310 BFV-23413'-11"

GROOVED ENDCOUPLING (TYP OF 13)

3'-7

"

BFV-2722

TYPM109

16" FE (SS02)

E

3/4" POA (PE01) B

6" FW (SS02)4

4

4

4

4

4

F

4

G4

FEM-2470INSERTION METER

4

FEM-2571INSERTIONMETER

4

SHEET KEYNOTES

A. REFER TO INSTRUMENTATION DRAWINGS FOR DETAILS AND CONTINUATION OF SAMPLE LINE AND FINISHED WATER QUALITY PANEL.

B. 2" SECONDARY CONTAINMENT PIPE SHALL BE PROVIDED UNTIL INJECTION POINT.

C. PROVIDE BADGER INDUSTRIES SEISMIC VERTICAL CONNECTION, DOUBLE BEAM CLAMP ATTACHMENT (SVC52-LF1T) OR EQUAL, TOBE USED IN CONJUNCTION WITH STANDARD DETAIL M125.

D. REFER TO INSTRUMENTATION DRAWINGS FOR DETAILS OF EFFLUENT SAMPLE PUMP, UVT SENSOR, AND TURBIDITY ASSEMBLY.

E. SODIUM HYPOCHLORITE TO BE INJECTED INTO BACKWASH SUPPLYPIPING USING AN INJECTION QUILL PER SECTION 11258.

F. PROVIDE ANVIL FIG 199 HEAVY WELDED STEEL BRACKET SUPPORTOR EQUAL.

G. REDUCER SLEEVE COUPLING (JCM 204 OR EQUAL) TO CONNECT DITO SCH 40 SS STUB. USE MID SPAN RESTRAINT RING (EBAA 1100SDB OR EQUAL) AND TIE RODS FOR RESTRAINT. LUG PLATES ANDGUSSETS PER AWWA M-11.

SHEET NOTES


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PUMP GALLERY PLANM230

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158 294

SCALE: 3/8" = 1'-0"M2002 PUMP GALLERY PLAN VIEW



4

4

43

8" FW (SS02)14" BWS (SS02)

8'-9"

4" BWS (SS02)

CKV-2411

BFV-2412

18" BWS (SS02)

EL 13.00

FEM-2370

CKV-2312BFV-2313

TYPM135(TYP OF 2)

TYPM111

TOC EL 0.00

TYPM8031" AVAR

ASSEMBLY

TYPM803 2" AVAR

ASSEMBLY

P-2320

P-2410

GROOVED ENDCOUPLING

GROOVED ENDCOUPLING

TYPI311PIT

(TYP OF 2)

TOC EL -18.50

TOC EL -21.50

EL 7.25

1'-3"

4'-8"4'-8"

TYPM140

TYPM144

TYPM910

A

B

1" PA (SS01)

TYPM102

EL 9.25

4

4

43

EL 4.77

EL 7.25

EL 1.39

EL -4.00

EL -5.97

14" FW (SS02)

6" FW (SS02)

GL-2343

PRV-2341

BFV-2344

BAV-2346

4" FW (SS02)14" OF (PV04)

12" PW (DI01)

6" FW (SS02)

1'-3"

3'-8"

6'-4"

TYPM111

TYPM111

TYPM306

TOC EL 0.00

TYPM192

BFV-2211

GROOVED ENDCOUPLING

8'-5"

14'-7"

EL -19.50

5'-0"

TOC EL -18.50

TYPM144

TYPM144

A

TYPM102

1'-8"

1" PA (SS01)

EL 9.25

14" FW (SS02)

EL -6.03

4

4

TOC EL -21.50

4

SHEET KEYNOTES

A. PROVIDE ANVIL FIG 199 HEAVY WELDED STEEL BRACKET SUPPORTOR EQUAL.

B. PROVIDE BADGER INDUSTRIES SEISMIC VERTICAL CONNECTION, DOUBLE BEAM CLAMP ATTACHMENT (SVC52-LF1T) OR EQUAL, TOBE USED IN CONJUNCTION WITH STANDARD DETAIL M125.

SHEET NOTES


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PUMP GALLERY SECTIONS - IM231

RWM

MB

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159 294

SCALE:SECTION

3/8" = 1'-0"M230H

SCALE:SECTION

3/8" = 1'-0"M230I



4

BA

10'-3"

6" AS (SS02)

P-2410 P-2420

PRV-2431

4" BWS (SS02)

BFV-2422

CKV-2421

CKV-2411

BFV-2412

6" DN (SS02)

3/4" POA (PE01)

14" OF (PV04)TO DETENTION POND(SEE CIVIL DWG)

BFV-2211

UVR-2210

TYPM302 TYP

M135(TYP OF 2)

TYPM111

TOC EL 0.00

TYPM192

TYPM8032" AVAR

ASSEMBLY

5'-5"

EL -19.50

6" FW (SS02)

EL -4.00

14" BWS (SS02)

14" BWS (SS02)

GROOVED ENDCOUPLING

3'-5"

TYPI311PIT

TOC EL -18.50

A

EL 13.00

C

C

1/2" SAM (PV02)TYP

M140(TYP OF 2)

TYPM921

3/4" POA (PE01)

EL 14.50

TOC EL -7.83

EL -5.33

D

E

E

2'-7" 5'-2"

EL 9.25

1" PA (SS01)

3/8" SHC (PE01)

4

FEM-2470INSERTIONMETER

4

18" BWS (SS02)

4

BA

TO DISTRIBUTIONSYSTEM (SEE CIVILDWG)

4" FW (SS02)

14" FW (DI01)

10'-6"

14" FW (SS02)

8" FW (SS02)

12" PW (DI01)

P-2310

P-2320

P-2330

FEM-2370

EL 7.25

PRV-2341

BFV-2344BFV-2345

BAV-23461" FW (SS01)

GL-2343

EL 11.506" FW (SS02)


6" FW (SS02)

TYPM306

TYPM135(TYP OF 3)

TYPM111

TYPM111

TYPM8031" AVAR

ASSEMBLY

GROOVED ENDCOUPLING

GROOVED ENDCOUPLING

3'-7"

4'-11" 5'-0"

EL -5.97

TYPI311PIT

TOC EL -18.50

TOC EL -21.50

PRESSURE REDUCING VALVE

B

BALL VALVE (TYP)

3/4" SAM (CU01)

3/4" SAM (SS01)

AE-2381

TYPM140

TYPM910

D

D

D D

D

1" PA (SS01)

TYPM144

TYPM102

TK-2310

BFV-2341

EL 9.25

EL -6.03

14" FW (SS02)

4

44

4

SHEET KEYNOTES

A. SODIUM HYPOCHLORITE TO BE INJECTED INTO BACKWASH SUPPLYPIPING USING AN INJECTION QUILL PER SECTION 11258.

B. REFER TO INSTRUMENTATION DRAWINGS FOR DETAILS AND CONTINUATION OF SAMPLE LINE AND FINISHED WATER QUALITY PANEL.

C. 2" SECONDARY CONTAINMENT PIPE SHALL BE PROVIDED UNTIL INJECTION POINT.

D. PROVIDE ANVIL FIG 199 HEAVY WELDED STEEL BRACKET SUPPORTOR EQUAL.

E. PROVIDE BADGER INDUSTRIES SEISMIC VERTICAL CONNECTION, DOUBLE BEAM CLAMP ATTACHMENT (SVC52-LF1T) OR EQUAL, TOBE USED IN CONJUNCTION WITH STANDARD DETAIL M125.

SHEET NOTES


SHEET NUMBER

A B C D E F G H

5

4

3

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PUMP GALLERY SECTIONS - IIM232

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SCALE:SECTION

1/4" = 1'-0"M210J

SCALE:SECTION

1/4" = 1'-0"M210K



4

B A

16" FE (DI01)

BFV-2231

UVR-2220

1 1/2" PA (SS01)

3/8" SHC (PE01)

3/8" SHC (PE01)

3/4" POA (PE01)3/4" POA (PE01)

6" DN (SS02)

FILTER(TYP OF 2)

BL-2120

TYPM306

TYPM111

TOC EL 0.00

BALL VALVE(TYP)

TO SURGE TANK

CKV-2721

BFV-2722

4" AS (SS02)

A

A

3'-5"

8" AS (SS02)

8" AS (SS02)

EL 14.50

EL 11.00

EL 13.25

TOC EL -18.50

TOC EL -7.83

CMP-2710

AD-2720

7'-0"6'-11"

PRESSUREREDUCING VALVE(TYP OF 2)

EL 12.42

EL -5.33

PRESSURESWITCH(TYP OF 3)

12" CP (PV02)

B

B

B

B

TYPM140

TYPM102

TYPM921

2'-5"

EL 9.25

1" PA (SS01)

CHECKVALVE

EL 12.83

3/8" SC (PE01)

A

BFV-2712

PRESSUREGAUGE(TYP OF 2)

CKV-2711

4" AS (SS02)

AIR SILENCER

SOLENOID VALVE(TYP OF 2)

3'-2"

EL -5.00

GROOVED ENDCOUPLING

16" FE (SS02)

BALL VALVE(TYP)

2" FE (SS01)

4

4

SHEET KEYNOTES

A. AIR SCOUR PIPING TO BE INSULATED PER SECTION 15145 FROM BLOWER DISCHARGE TO 8"-90° ELBOW.

B. 2" SECONDARY CONTAINMENT PIPE SHALL BE PROVIDED UNTIL INJECTION POINT.

SHEET NOTES


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addendum no. 4...the bid documents for the above referenced project. any work item or contract...

Documents