UV / ADVANCED OXIDATION TREATMENT JIM

COLUMBIA COUNTY, GEORGIAUV / ADVANCED OXIDATION TREATMENT

JIM BLANCHARD W.T.P. & CLARKS HILL W.T.P.

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NTS. NTS.

DISTURBED ACREAGE= 0.19 AC

BOARD OF COMMISSIONERSCOUNTY MANAGERDISTURBED ACREAGE= 0.28 AC

UV BUILDING SIDE B

SCOTT D. JOHNSON DOUG DUNCAN - CHAIRMAN★CONNIE MELEAR - DISTRICT 1DISTURBED ACREAGE= 0.46 AC DEPUTY COUNTY MANAGER

DON SKINNER - DISTRICT 2MATT SCHLACHTER, P.E.

GARY L. RICHARDSON - DISTRICT 3WATER UTILITY DIRECTOR DEWEY GALEAS - DISTRICT 4

WILLIAM C. CLAYTON

JOB NO. 1631-00

STEVENS CREEK DAM

POLLARD'S CORNER

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SITE INFORMATION:832 POINT COMFORT ROAD MARTINEZ, GA 30907 PARCEL 082 018

SITE INFORMATION: 5776 CLARKS HILL ROAD APPLING, GA 30802 PARCEL 047 033A

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LONGITUDE: 82.06654W

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BLANCHARD PLANT SIDE A EXISTING CONDITIONS AND DEMOLITION PLAN CLARKS HILL UV BUILDING UPPER FLOOR PLAN2C1 4G3GENERAL SITE ARRANGEMENT - JIM BLANCHARD WTP1G1BLANCHARD PLANT SIDE A SITE STAKING PLAN2C2 CLARKS HILL UV BUILDING SECTIONS4G4GENERAL SITE ARRANGEMENT - CLARKS HILL WTP1G2

CLARKS HILL UV BUILDING STAIR SECTIONS AND DETAILS4G5STANDARD DETAILS-11G3

CLARKS HILL WTP SYSTEM DIAGRAM4G6STANDARD DETAILS - 21G4 BLANCHARD PLANT SIDE A UV BUILDING FOUNDATION SECTIONS2S2BLANCHARD PLANT SIDE A UV BUILDING ROOF PLAN AND SECTIONS2S3 CLARKS HILL EXISTING CONDITIONS PLAN4C1DOOR, WINDOW, AWNING AND FINISH SCHEDULES1G5BLANCHARD PLANT SIDE A YARD PIPING DEMOLITION PLAN2M1 CLARKS HILL SITE STAKING PLAN4C2JIM BLANCHARD WTP SYSTEM DIAGRAM1G6BLANCHARD PLANT SIDE A YARD PIPING PLAN2M2

CLARKS HILL SITE GRADING AND DRAINAGE PLAN4C3SOIL EROSION & SEDIMENT CONTROL SCHEDULE, NOTES & DETAILS1C1 BLANCHARD PLANT SIDE A ENLARGED YARD PIPING PLAN -11C2 CLARKS HILL UV BUILDING LOWER LEVEL PLAN4S1BLANCHARD PLANT SIDE A ENLARGED YARD PIPING PLAN - 2

BLANCHARD PLANT SIDE A CHEMICAL FEED VAULTS NO. 1 AND 2SOIL EROSION AND SEDIMENT CONTROL PLAN CLARKS HILL PLANT 2M51C3 CLARKS HILL UV BUILDING SECTIONS - 14S2BLANCHARD PLANT SIDE A UV BUILDING PIPING PLAN2M6STANDARD STRUCTURAL DETAILS1S1 CLARKS HILL UV BUILDING SECTIONS - 24S3BLANCHARD PLANT SIDE A UV BUILDING PIPING SECTIONS2M7

HEAD, JAM AND SILL DETAILS - 11S2 CLARKS HILL UV BUILDING SECTIONS - 34S4BLANCHARD PLANT SIDE A CHEMICAL FEED DUCT BANK #1 PLAN AND SECTION2M8HEAD, JAM AND SILL DETAILS - 21S3 CLARKS HILL UV BUILDING ROOF PLAN AND SECTIONS4S5BLANCHARD PLANT SIDE A UV BUILDING HVAC PLAN2H1

BLANCHARD PLANT SIDE A UV BUILDING LIGHTING PLAN2E11S4 CLARKS HILL CLEARWELL DIVERSION WALL LAYOUT PLAN & MODIFICATIONS4S6BLANCHARD PLANT SIDE A UV BUILDING POWER PLAN2E2 CLARKS HILL CLEARWELL DIVERSION WALL SECTIONS AND DETAILS - 14S7BLANCHARD PLANT SIDE A UV BUILDING WIRING SCHEDULE2E31M1

CLARKS HILL CLEARWELL DIVERSION WALL SECTIONS AND DETAILS - 24S8BLANCHARD PLANT SIDE A PANEL SCHEDULE AND RISER DIAGRAM2E4CLARKS HILL CHEMICAL CONTAINMENT PLAN AND SECTIONS4S9BLANCHARD PLANT SIDE A ELECTRICAL SITE PLAN2E51M2

BLANCHARD PLANT SIDE A P & ID - UV TREATMENT TRAIN211 CLARKS HILL YARD PIPING PLAN4M1BLANCHARD PLANT SIDE BBLANCHARD PLANT DILUTION BLOWER RELOCATION SECTIONS CLARKS HILL LOWER LEVEL PIPING PLAN4M21M3BLANCHARD PLANT SIDE B UV BUILDING ELEVATIONS3G1 CLARKS HILL UV BUILDING PIPING SECTIONS4M31M4BLANCHARD PLANT SIDE B UV BUILDING FLOOR PLAN3G2

CLARKS HILL CHEMICAL FEED VAULT #44M4BLANCHARD PLANT SIDE B UV BUILDING SECTIONS3G31M5 CLARKS HILL CHEMICAL FEED PIPING PLANS4M5BLANCHARD PLANT SIDE B EXISTING CONDITIONS PLAN3C1

BLANCHARD PLANT SIDE B SITE STAKING PLAN3C2 CLARKS HILL CHEMICAL FEED PIPING AND CONTACT POINTS4M6BLANCHARD PLANT CHEMICAL PIPING AND CONTACT POINTS1M6

BLANCHARD PLANT SIDE B SITE GRADING PLAN3C3 CLARKS HILL PEROXIDE TANK MECHANICAL PLAN, SECTIONS AND DETAILS4M7HYDROGEN PEROXIDE MONITOR DETAILS1M7 BLANCHARD PLANT SIDE B STORM PIPE PLAN AND PROFILE3C4

CLARKS HILL UV BUILDING HVAC PLAN4H1BLANCHARD PLANT SIDE B UV BUILDING FOUNDATION PLAN3S1HVAC SCHEDULES, DETAILS, LEGEND AND NOTES1H1CLARKS HILL UV BUILDING LIGHTING PLAN4E1BLANCHARD PLANT SIDE B UV BUILDING FOUNDATION SECTIONS3S2HVAC DETAILS1H2

BLANCHARD PLANT SIDE B UV BUILDING ROOF PLAN AND SECTIONS3S3ELECTRICAL LEGEND, SCHEDULES AND NOTES1E1 CLARKS HILL UV BUILDING POWER PLAN4E2BLANCHARD PLANT SIDE B YARD PIPING PLAN3M11E2 CLARKS HILL UV BUILDING WIRING SCHEDULE4E3BLANCHARD PLANT SIDE B UV BUILDING PIPING PLAN3M2

CLARKS HILL PEROXIDE TANK ELECTRICAL PLAN4E4BLANCHARD PLANT SIDE B UV BUILDING PIPING SECTIONS3M31E3CLARKS HILL PANEL SCHEDULE AND RISER DIAGRAM4E5BLANCHARD PLANT SIDE B CHEMICAL FEED VAULT NO. 33M4

BLANCHARD PLANT SIDE B UV BUILDING HVAC PLAN3H1 CLARKS HILL ELECTRICAL SITE PLAN4E6BLANCHARD PLANT SIDE B UV BUILDING LIGHTING PLAN3E1 CLARKS HILL P & ID - UV TREATMENT TRAIN411BLANCHARD PLANT SIDE B UV BUILDING POWER PLAN3E2P & ID CHEMICAL FEED SYSTEM112

CLARKS HILL P & ID - CHEMICAL FEED SYSTEM412BLANCHARD PLANT SIDE B UV BUILDING WIRING SCHEDULE3E3P & ID TYPICAL UV REACTOR113BLANCHARD PLANT SIDE B PANEL SCHEDULE AND RISER DIAGRAM3E4

P & ID TYPICAL UV BALLAST CABINET114 BLANCHARD PLANT SIDE B ELECTRICAL SITE PLAN3E5P & ID SCADA SYSTEM BLOCK DIAGRAM115 BLANCHARD PLANT SIDE B P & ID - UV TREATMENT TRAIN311

1oCOLUMBIA COUNTY, GEORGIA

DWG NO.REF.SWG 1631-00DESIGNEDUV / ADVANCED OXIDATION TREATMENT

1X1KDC DEC 2020DATEDRAWN

DRAWING LISTN/ASCALEQCBY APVDREVISIONDATENO.

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BLANCHARD PLANT SIDE A SITE GRADING AND DRAINAGE PLANBLANCHARD PLANT SIDE A UV BUILDING FOUNDATION PLAN

ELECTRICAL DETAILSP & ID LEGEND

BLANCHARD PLANT CHEMICAL FEED ROOM POLYMERDEMOLITION PLAN AND SECTION

BLANCHARD PLANT DILUTION BLOWER AND TANK FARMDEMOLITION PLAN

BLANCHARD PLANT DILUTION BLOWER RELOCATION AND PEROXIDE TANK LOCATION PLAN

BLANCHARD PLANT CHEMICAL FEED ROOM PEROXIDE PUMPS PLAN AND PIPING GALLERY PLAN

BLANCHARD PLANT DILUTION BLOWER RELOCATION AND PEROXIDE TANK LOCATION PLAN

BLANCHARD PLANT CHEMICAL FEED ROOM PEROXIDE PUMPS PLAN AND SECTION

BLANCHARD PLANT DILUTION BLOWER AND TANK FARM STRUCTURAL SECTIONS

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FINISHED GRADE

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WATER LINE

SAMPLE TAP D0.15 D.—।BRASS CAPS OR PLUGS ON TESTCOCKSN.T.S.

40' MAX. SPACING BETWEEN EXP.JTS.

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WALK SECTION WALK SECTION AT CURBOUTDOOR HORIZONTAL INSTALLATION

BOLLARD/ 2.5” AND SMALLERSIDEWALK PLANGUARD POST DETAILN.T.S. N.T.S.

SCALE: 1/2" = 1’-0'

10COLUMBIA COUNTY, GEORGIAZEL DWG NO.DESIGNED SWG REF. 1631-00UV I ADVANCED OXIDATION TREATMENT

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GEAR BOX (TYPICAL FOR 20” VALVES AND LARGER)

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6"0 SCEDULE 40STEEL PIPE

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MUST BE SCH 80 PVC,BRASS OR COPPER

WHEN PIPE IS LAID IN ROADWAY SHOULDERS, DRIVES OR SIDEWALKS, THE TOP 12” BELOW THE BASE SHALL BE COMPACTED TO 100% DENSITY

COMPACTION 100% DENSITY (ASTM D698)

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METAL POLE OR WOOD POST (MUST SUPPORT ENTIRE WEIGHT OF ASSEMBLY)

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EXCAVATE UNSUITABLE MATERIAL A MIN. OF 6” BELOW INVERT AND REPLACE WITH SELECT FILL

IF CLEARANCE CANNOT BE MAINTAINED THEN FORCE MAIN, WATER OR GAS LINE SHALL BE RELOCATED TO PASS UNDER THE SEWER.

CONCRETE AROUND VALVE BOX TO BE SET FLUSH W/ PAVEMENT OR 2” ABOVE FINISH GRADE IN UNPAVED AREAS.

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NOTES:ALL SIDEWALKS SHALL BE 4” THICK.CONTRACTION JOINTS SHALL BE 1” DEEP AND EDGED WITH 1/8” RADIUS.CONTRACTOR SHALL MATCH NEW CONTRACTION JOINTS ON NEW SIDEWALK WITH ANY EXISTING CONTRACTION JOINTS.1/4" EXP MATERIAL REQUIRED WHERE CONC. SIDEWALK BUTTS STRUCTURES.A LAYER OF 15 # FELT IS REQUIRED BETWEEN WALK AND ADJACENTPARALLELING CURB

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NOTE:1. CONTRACTOR TO PROVIDE LOCKS AND KEYS FOR ALL SAMPLE TAPS.2. NO PVC TO BE CONNECTED DIRECTLY TO CORPORATION STOP.

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CONCRETE AROUND VALVE BOX TO BE SET FLUSH W/ PAVEMENT OR 2" ABOVE FINISH GRADE IN UNPAVED AREAS.

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1. ALL SERVICE SADDLES SHALL BE INSTALLED IN THE 10 O'CLOCK OR 2 O'CLOCK POSITION.

2. SERVICE LINE OR SAMPLE LINE SHALL BE ONE CONTINUOUS PIECE OF PIPE UNLESS OTHERWISE APPROVED.

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NORMAL GUTTER PITCHED GUTTERALUM. PIPE SLEEVE

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1. CURB AND GUTTER TO BE CONSTRUCTED IN 10' LENGTHS

LSECTION PLANCURB AND GUTTER DETAIL

HANDRAIL DETAIL N. T. S. L22-3“

TYPICAL AWNING FRAMING PLANSAFETY CHAIN

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ALUMINUM FRAME ANDGRATING DETAIL

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24 GAUGE FASCIA WRAPPRIME COAT (.25 GAL/SY) □ □1 1/2" ASPHALTIC CONCRETE ”E”

/— RUNGS: ALUM. BAR 1”0 © 12" O.C. (TYP.)Ô

16" CRUSHER RUN STONE BASE COMPACTED SUBGRADE

TOP OF DOORL1

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FLOORTTYPICAL ASPHALT PAVEMENT SECTION

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A TYPICAL AWNING SECTION8" THICK CONCRETE PAVING 1G4 1G4, N.T.S.

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CONCRETE APRON DETAILN. T. S.

10COLUMBIA COUNTY, GEORGIAZEL SWG REF. DWG NO.DESIGNED 1631-00UV / ADVANCED OXIDATION TREATMENT★pj

KDC DATE DEC 2020 1G4DRAWN— ENGINEERS — STANDARD DETAILS-2

SCALE N/AQCREVISION BY APVDNO. DATE

FASCIA DRAIN IN COLOR TO MATCH THE FASCIA WRAP.

REQUIREDSUPPORTS

ADD CAGE OR SAFETY DEVICE WHEN REO'D BY OSHA. (TYP.)

3/4" THREADED STEEL ROD TO BE PRIMED AND PAINTED

PERIMETER OFAWNING PANEL

.050, 6"x2-3/4" WIDE X 2-3/4" DEEP GUTTER IN WHITE OR IVORY.

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TOP WALL BRACKET 6"x6"x1/4" PLATE TO BE PRIMED AND PAINTED.

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3/8"0 HILTI HAS-R 304 SST ROD W/ HIT-HY 200ADHESIVE SYSTEM AND 3- 1/2" MIN. EMBED (TYP.)

WRAP EMBEDDED PORTION OF POST WITH 15# FELT AND BITUMEN.FILL SPACE WITH HOT SULFUR

1/2"0 S.S. EXPANSION BOLTS (3 REQ’D.)

MASONARY UNIT WALL;SEE 1S2, 1S3, 4S5 FOR WALL DETAILS

1" x 1" STEEL COMPRESSION ROD TO BE PRIMED AND PAINTED.

CLOSURE END, PROVIDE DRAIN HOLES

SCREW ATTACHMENT TO ALLOW GRATE TO BE REMOVABLE (PER MANUFACTURER’S RECOMMENDATIONS)

2-3/4" DEEP, 24GA PCG CANOPY PANEL

2 EACH 1/4" STEEL BOLTS.ONE ON EITHER SIDE OF THE BRACKET.

2. 1/2” EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 40’, AT THE ENDS AND MID-POINT OF RETURNS, AND AT ANY POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER CONCRETE STRUCTURES.

BOTTOM WALL BRACKET* 2"x6"x1/4" PLATE 1" STEEL TUBE TO BE PRIMED AND PAINTED.

RAILS - 1 1/2" SCHED. 40 ALUMINUM PIPE

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NOTE:SUBGRADE AND STONE BASE SHALL BE COMPACTED TO 100% MAX. DRY DENISTY AND THE CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS. A PROOF ROLL ( 3 TRIPS WITH FULLY LOADED TANDEM AXLE) SHALL BE PREFORMED FOR SUBGRADE AND STONE BASE.

STEEL CLEVIS W/ 3" X 3" X 1/4" PLATE TO BE PRIMED AND PAINTED

6" STEEL TURNBUCKLE TO BE PRIMED AND PAINTED

NOTE:SUBGRADE AND STONE BASE SHALL BE COMPACTED TO 100% MAX. DRY DENISTY AND THE CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS.A PROOF ROLL ( 3 TRIPS WITH FULLY LOADED TANDEM AXLE) SHALL BE PREFORMED FOR SUBGRADE AND STONE BASE.

McNICHOLS 1 3/4" X 1 3/4“ ANGLE (OR EQUAL)

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RAILS: ALUM. BAR 2 1/2 X 3/8 (TYP.)

1. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION CONFORMS TO THE STANDARDS AND SPECIFICATIONS OF COLUMBIA COUNTY AND THE INTERNATIONAL BUILDING CODE, LATEST EDITION.

2. FABRICATION OF MISCELLANEOUS METAL SHALL NOT COMMENCE PRIOR TO APPROVAL OF SHOP DRAWINGS BY THE ENGINEER3. SHOP DRAWING SUBMITTAL SHALL INCLUDE STRUCTURAL CALCULATIONS FOR THE AWNING SUPPORT SYSTEM, INCLUDING THE ANCHOR

CONNECTIONS TO THE EXISTING WALL. THE STRUCTURAL CALCULATIONS SHALL BE PREPARED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA.

4. FIVE SETS OF SHOP DRAWINGS THAT HAVE BEEN CHECKED BY THE CONTRACTOR FOR DIMENSIONS AND CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

5. SHOP DRAWINGS SUBMITTED SHALL INCLUDE: MANUFACTURER'S TECHNICAL PRODUCT DATA, DIMENSIONS, COLORS AND CONSTRUCTION GUIDELINES.

AWNING ROD SUPPORT(TYP.)

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301 UV ELECTRICAL CONCRETE PAINTED N/A CONCRETE X3'-0" X 7'-0" 2 7 8 9 1A L-1

302 STAIRWELL CONCRETE PAINTED N/A CONCRETE 4'-0" X 5-0 X2 4 5 6 1 L-1

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TEMPORARY EROSION47

AND SILT CONTROLDETAILS TYPICAL

JIM BLANCHARD VICINITY MAP CLARKS HILL VICINITY MAP N.T.S.

N.T.S. N.T.S.

SINGLE PHASE BMP CONTROLS AND MEASURESVEGETATIVE MEASURES

PRACTICECODE DESCRIPTIONDETAILSOUTHERN PIEDMONT VEGETATIVE PLAN

NOTES:

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Ds2 Ds2OJ

Ds3 Ds3

STRUCTURAL PRACTICES

CODE DESCRIPTIONPRACTICE DETAIL

Sd1

Ss Ss

St UNNAMED DITCH TO FINAL RECEIVING SAVANNAH RIVER

OFF-SITE DRAINAGE:

12 16 19 206 7 8 9 10 11 13 211 2 3 5 14 15 17 18

GSWCC LEVEL II CERTIFICATION NO. 0000004066

0COLUMBIA COUNTY, GEORGIAZEL DWG NO.JMD REF. 1631-00DESIGNEDUV / ADVANCED OXIDATION TREATMENT

1C1DEC 2020KDC DATEDRAWNSOIL EROSION AND SEDIMENT CONTROLwww.zelengineers.com— ENGINEERS —SCHEDULE, NOTES AND DETAIL N/ASCALEQCBY APVDNO. DATE REVISION

SEDIMENT BARRIER

POLLARD'S CORNER

C-POP SEDIMENTCONTROL SYSTEM

EXISTINGGRADE


DISTURBED AREA STABILIZATION

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ALL MATERIALS AND WORKMANSHIP WITHIN COLUMBIA COUNTY RIGHT OF WAY SHALL CONFORM TO COLUMBIA COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE INSPECTION DIVISION OF THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO STARTING

i \ \\

CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE LAWS, RULES AND REGULATIONS.

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

1. SILT FENCE2. TEMPORARY AND PERMANENT GRASSING3. REMOVE TEMPORARY BMPs

Q

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

EVERY EFFORT SHALL BE MADE TO MINIMIZE THE IMPACT ON PRIVATE PROPERTY ADJACENT TO THIS SITE.

JIM BLANCHARDWATER TREATMENT PLANT

(INDICATE TYPE)

A protective covering used to prevent erosion and establish temporary or permanent vegetation on steep slopes, shore lines, or channels.

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

Paved and/or rip-rapped channel sections, placed below storm drain outlets.

FABRIC ANCHORAGE TRENCH, BACKFILL WITH TAMPED NATURAL SOIL

DISTURBED AREA STABILIZATION (WITH

MULCHING ONLY)

JOHN MALDONADO, TREATMENT MANAGER 706-860-2587

D.O. T. APPROVEDWOOD POSTSdl-S 4-0" O.C. MAXSdl-NS 6’-0" O.C. MAX

MAP SYMBOL

MAP SYMBOL

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

MAINTAIN EROSION CONTROL

INSTALL PIPING / VALVES

TEMP./PERM. GRASSING

CLEAN-UP DEBRIS___________

REMOVE SILT FENCE

@ STANDARDS AND SPECIFICATIONS

ALL DESIGNS SHALL CONFORM TO AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE PUBLICATION ENTITLED "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA".

(w) STATE WATERS/ BUFFERS:

STATE WATERS ARE NOT ON THIS PROJECT

DISTURBED AREA STABILIZATION (WITH

PERM SEEDING)f1i «

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MAINTENANCE PROGRAMCONTRACTOR SHALL PROVIDE APPROVED CONFINED AREAS FOR THE STORAGE AND USE OF PETROLEUM. ALL SPILLS AND LEAKS OF PETROLEUM PRODUCTS WILL BE IMMEDIATELY REMOVED FROM SITE. SPILLS ON ROADWAYS WILL BE ABSORBED INTO AN APPROPRIATE MATERIAL AND THEN REMOVED FROM SITE. NO PETROLEUM PRODUCT WILL BE ALLOWED TO BE DUMPED ONTO THE CONSTRUCTION SITE IN ANY FORM.

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SEDIMENT CONTROL PLANTHE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, ANY LAND DISTURBING ACTIVITIES. EROSION CONTROL MEASURES IS SHOWN MINIMAL PROTECTION WILL BE MAINTAINED AT ALL TIMES.

cl’iP•.°*.

(?) DESCRIPTION:

THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO UV TREATMENT BUILDINGS AT THE BLANCHARD WTP SITE AND ONE UV TREATMENT BUILDING AT THE CLARKS HILL WTP SITE INCLUDING PAVING AND ASSOCIATED APPURTENANCES FOR A COMPLETE INSTALLATION.

@ OWNER:COLUMBIA COUNTY WATER UTILITY2140 WILLIAM FEW PARKWAYGROVETOWN, GA 30813 706-860-2587EMAIL [email protected]

NO OFF-SITE DRAINAGE ON PROJECT.

EROSION CONTROL PROGRAMVEGETATION AND MULCH SHALL BE APPLIED TO APPLICABLE AREAS IMMEDIATELY AFTER GRADING IS COMPLETED. GRAVEL SHALL BE APPLIED TO PARKING AREAS AND ROADWAYS AS SOON AS GRADING IS COMPLETED. LAND DISTURBING SHALL BE SCHEDULED TO LIMIT EXPOSURE OF BARE SOILS TO EROSIVE ELEMENTS. STORM WATER MANAGEMENT STRUCTURES SHALL BE EMPLOYED TO PREVENT EROSION IN AREAS OF CONCENTRATED WATER FLOWS. EROSION AT THE EXITS OF ALL STORM WATER STRUCTURES SHALL BE PREVENTED BY THE INSTALLATION OF STORM DRAIN OUTLET PROTECTION DEVICES.

H1LL_ROAD

@ SOILS, TOPOGRAPHIC AND DRAINAGE INFORMATION

ALL TOP SOIL SHALL BE REMOVED FROM THE DISTURBED AREA OF THE SITE. Ds2 TO BE PLACED IN ALL DISTURBED UNPAVED AREAS. SEE VEGETATION PLAN AND SOIL EROSION CONTROL PLAN, THIS DRAWING. Ds3 FOR THIS CONTRACT SHALL BE INSTALLED IN THE DESIGNATED AREAS.

2. 67 CY/ACRE X .93 ACRE =62 CY SEDIMENT STORAGE IS REQUIRED.

IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL MEASURES WILL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

BEGIN DATE: MARCH 2021END DATE: FEBRUARY 2023

4. CONTRACTOR TO MAINTAIN BMP’S TO END OF PROJECT.

(j?) WETLANDS/ FLOOD PLAIN:

THERE ARE NO WETLANDS ON THIS PROJECT. AS PER FEMA, THE PROJECT IS LOCATED ON FIRM MAP 13073C0162E AND 13073C0045E DATED JUNE 07, 2019

5. ALL EROSION CONTROL IS SHOWN AS MINIMAL PROTECTION. THE CONTRACTOR MUST PROTECT SITE AT ALL TIMES. COST SHALL BE BY CONTRACTOR.

8. THERE ARE NO BUFFER ENCROACHMENTS.

7. REMOVE SILT FENCE WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR AFTER BEST MANAGEMENT PRACTICES (BMP'S) ARE NO LONGER NEEDED.

6. THE CONTRACTOR MUST INSTALL ANY ADDITIONAL EROSION CONTROL DIRECTED BY THE ENGINEER AND/OR COUNTY.

RUNOFF flow

2”

9. NONEXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 FOOT UNDISTURBED STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES & PERMITS.

3. SINGLE ROW SILT FENCE TO BE INSTALLED IN LIEU OF SEDIMENT BASINS FOR SEDIMENT STORAGE. SILT FENCING PROVIDES SEDIMENT STORAGE AS FOLLOWS; 720 LF X .483 CY/LF = 348 CY STORAGE.

STEVENS CREEK DAM

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10/1 - 2/28

4/1 - 5/31 OR,

4/15 - 6/30

9/1 - 12-15

*_ +* +* -

1. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

PERMANENT COVER: FERTILIZER: 6-12-12; 800 LBS; PER ACRE AGRICULTURAL LIME: 2 TONS PER ACRE MULCH: 2-1/2 TONS MULCH HAY PER ACRE

ON SLOPES 3:1 OR LESS: UNHULLED BERMUDA 10 LB/AC

HULLED COMMON BERMUDA 10 LB/AC

BROWNTOP MULLET 40 LB/AC

ANNUAL RYEGRASS 40 LB/AC

ON SLOPES GREATER THAN 3:1: IN ADDITION TO THE ABOVE, ADD: INTERSTATE LESPEDEZA (SCARIFIED) 60 LB/AC 3/15 - 5/31 OR,INTERSTATE LESPEDEZA (UNSCARIFIED) 75 LB/AC 9/1 - 2/28

TEMPORARY COVER: FERTILIZER: 6-12-12; 1500 LBS. PER ACRE AGRICULTURAL LIME: 1000 LBS. PER ACRE MULCH: AS NEEDED

DETAIL OF SILT FENCE -------------------- ;----------------bdl

14) RECEIVING WATERS:

10) ADJACENT AREAS

Office - 706-724-5627 Fax - 706-724-5789

12) CONSTRUCTION STANDARDS:

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CLARKS HILL %WATER TREATMENT ®PLANT ix

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5) DATE OF CONSTRUCTION

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4° R/ No. 022447 \

PROFESSIONAL

3) PROJECT SIZETOTAL ACREAGE = 10 ACRES.TOTAL DISTURBED AREA = 0.93 ACRES.

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SYMBOL NAME

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WeC WEDOWEE LOAMY SAND 6 TO 10 PERCENT SLOPES

WeD WEDOWEE LOAMY SAND 10 TO 15 PERCENT SLOPES



DESIGNED DWG NOREF. 1631-00JMDUV / ADVANCED OXIDATION TREATMENT★

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Zimmerman, Evans and Leopold, Inc. 435 Telfaîr Street, Augusta, Georgia 30901 Office - 706-724-5627 Fax - 706-724-5789


SIDE A UV TREATMENT BUILDING

F.F. = 297.25


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LIMITS OF DISTURBANCEI

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DoDs3 Sd1-S STAKE (TYP.)o

AmC 1/8" DIA STEEL WIREB B1

STAPLE DETAILfSF

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NTS.10 MIL PLASTIC LINING

CLARKS HILL PLAN co

SCALE: 1" = 15'10 MIL PLASTIC LINING

BINDING WIREco

STRAW BALE SIGN DETAILV

NTS.

SECTION B-BN.T.S.

SYMBOL NAME

£ CONCRETE WASHOUT DETAILAmC APPLING SANDY LOAM 6 TO 10 PERCENT SLOPES

NTS.


10COLUMBIA COUNTY, GEORGIAZEL DWG NO.JMD REF. 1631-00DESIGNEDUV I ADVANCED OXIDATION TREATMENT★★

1C3KDC DATE DEC 2020DRAWNSOIL EROSION AND SEDIMENT CONTROL PLANwww.zelengineers.com— ENGINEERS —CLARKS HILL PLANT SCALE N.T.S.QCREVISION BY APVDNO. DATE

CONCRETEWASHOUT*

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NATIVE MATERIAL (OPTIONAL)

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NOTE:1. ACTUAL LAYOUT DETERMINED IN FIELD.2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED

WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY.

3. PROVIDE AT BOTH SITES.

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No. 022447 PROFESSIONAL

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125 30 23EACH LAYER 156 36 28

7 42 1733B C C 198 48 37

X#4 B C B 229 4255#5 2410 65 50A A ACIRCULAR OPENINGS RECTANGULAR OPENINGS#5 2711 80 62

C = LENGTH OF LAPPED SPLICE FOR TOP BARS.

EXTRA REINFORCEMENT AT OPENINGS<NTS.

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43" MIN.

CONCRETE COVER FOR REINFORCEMENTi

MINIMUM COVER, INCHESLOCATION3" MIN

STEEL DAM

3 INCHESSTEEL DAMI— | co:I—|co

WALL CORNER REINFORCEMENT DETAILS4 1/2" MIN.

N.T.S.8" MINr

1 1/2 INCHESTBASE OF WALLS TCORNERS

T > 8" 3/4 INCHES

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3" MIN.

I— | co I-1 CM STEEL DAM CONCRETE CONSTRUCTION NOTES:H|coH

I-|cmt—|co SLABS BASE OF WALLS WALLS 1. CONCRETE CONSTRUCTION SHALL CONFORM TO AC I 318 AND ACI 301.

STEEL DAM

TYPICAL CONSTRUCTION JOINTSNTS. CONCRETE MATERIALS:SLABS SLABS OR WALLS

TYPICAL HYDRAULIC CONSTRUCTION JOINTWALLS 2. REINFORCING STEEL: A615, GRADE 60.NTS.

T > 8” 3. MISCELLANEOUS STEEL: A36.

4. FOUNDATION ANCHOR BOLTS: A36 (UNO)n r5. STEEL DAMS: 8" X 3/16", ASTM A36.

DOWELING INTO CONCRETEï•lI

DRILLED ANCHORING INTO MASONARY UNITS

4" (MIN.) #57 STONE (TYP.)WALL REINFORCEMENT SPACERSTYPICAL CONTROL JOINT DETAILCOMPACTED SUBGRADE (TYP.) NTS

NTS.TYPICAL SLAB DETAIL

NTS.

0 1COLUMBIA COUNTY, GEORGIAZEL DKR REF.DESIGNED 1631-00 DWG NO.UV / ADVANCED OXIDATION TREATMENT

SWH 1S1DRAWN DATE DEC 2020— ENGINEERS — STANDARD STRUCTURAL DETAILS

SCALEQC N/ANO. DATE REVISION BY APVD

BARSIZE

BARSIZE

10 MIL POLYETHYLENEVAPOR BARRIER (TYP.)

EXCEPT AS OTHERWISE INDICATED ON THE PLANS, EMBEDMENT LENGTHS FOR ENTIRE ANCHORAGE AND FULL TENSION LAPPED SPLICES SHALL NOT BE LESS THAN CLASS C.

BAR LENGTH

SURFACES EXPOSED TO EARTH, WEATHER OR ENVIRONMENT.

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OPENINGDIAMETER "D"

2 INCHES, #6 & LARGER1 1/2 INCHES, #5 & SMALLER

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1. ATTACHMENT INTO MASONRY UNITS WHETHER BRICK OR BLOCK SHALL UTILIZE A MINIMUM OF 3/8"0 HILTI HAS THREADED RODS WITH THE HIT-HY 270 ADHESIVE SYSTEM OR APPROVED EQUAL. A MINIMUM EMBEDDEMENT OF 2 1/2" INTO BRICK OR CONCRETE BLOCK SHALL BE PROVIDED.

FORMED OR TOP SURFACES EXPOSED TO EARTH, WATER, WEATHER OR SATURATED AIR

CONCRETE SLAB SEE PLANS

EXTRA BARS IN SAME PLANES AS REINFORCEMENT AS TABULATED BELOW. --------

COVER FOR REINFORCING STEEL SHALL BE NOT LESS THAN THE MINIMUM SHOWN AND SHALL NOT EXCEED THE MINIMUM BY MORE THAN 1/4 INCH WHERE THE CONCRETE THICKNESS IS 24 INCHES OR LESS.

SURFACES CAST AGAINST & PERMANENTLYEXPOSED TO EARTH

LAPPED SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM STRESS AS DETERMINED BY THE ENGINEER, AND SHALL NOT BE SPACED CLOSER THAN 6 INCHES ON CENTER. IF SPLICES ARE STAGGERED SO THAT NO MORE THAN 1/2 ARE SPLICED IN A LAP SPLICE LENGTH. THE SPLICE LENGTH CAN BE REDUCED TO 75% OF THE LENGTHS TABULATED ABOVE.

*TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. HORIZONTAL BARS IN WALLS ARE TO BE PROVIDED WITH LAPS AS REQUIRED FOR TOP BARS.

SURFACES NOT EXPOSED TO EARTH, WEATHER OR ENVIRONMENT.

SAW CUT 1/8" WIDE X 1/4 DEPTH OF SLAB OR PREFORMED METAL CONTROL JOINT

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PRINCIPAL REINFORCING STEEL SHALL BE SHIFTED TO MISS OPENINGS; WHERE THE RESULTING SPACING EXCEEDS 3 TIMES THE WALL THICKNESS OR 18", NOMINAL MIN. STEEL SHALL BE DETAILED @ THE L OF THE OPENING—<^77---------

#2 OR HEAVIER 2-BAR SPACERS AT 8*-0" O.C. EACH WAY, ONE ROW MINIMUM. TIE TO OUTER LAYER OF REINFORCEMENT.

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A. NOT LESS THAN STANDARD HOOK.B. SUFFICIENT LENGTH TO PERMIT BARS TO EXTEND THROUGH THE WALL TO THE OPPOSITE FACE AND

TERMINATE WITH A STANDARD HOOK BUT NOT LESS THAN THE EMBEDMENT LENGTH FOR TOP BARS WITH STANDARD HOOKS.

C. THE LESSER OF 0.2 TIMES THE LONGER HORIZONTAL CLEAR SPAN OR 0.4 TIMES THE VERTICAL CLEAR SPAN BUT NOT LESS THAN THE LENGTH OF LAPPED SPLICES FOR TOP BARS.

D. NOT LESS THAN THE LENGTH OF LAPPED SPLICE FOR TOP BARS.

SLABS, WALLS & JOISTS:#11 BARS AND SMALLER

2. EXPOSED CORNERS OF FORMED CONCRETE SHALL HAVE A 3/4 INCH CHAMFER UNLESS NOTED OTHERWISE.

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BEAMS, COLUMNS:PRIMARY REINFORCEMENT,TIES, STIRRUPS & SPIRALS

PV DAM (1 LAYER REINF.)STEEL DAM (2 LAYERS REINF.)

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1. CONCRETE STRENGTHS:NOT OTHERWISE DESIGNATED: 4,000 PSISIDEWALKS, CURBS, GUTTERS, DITCH PAVING: 3,000 PSI THRUST BLÔCKING, PIPE ENCASEMENT: 2,000 PSI

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3'-6"

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1. REBAR DOWELED INTO CONCRETE SHALL HAVE A MINIMUM EMBEDMENT OF 4 1/2" AND UTILIZE THE HILTI ADHESIVE HIT-HY 200 OR APPROVED EQUAL.

D + 2'-0"

2"

T > 8"

y5, 1 1/2" MIN.

T < 4"

3"

T > 8"

12" TO 18"

T > 4"3"

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SPLICE LENGTHS FOR REINFORCING STEEL 4,000 PSI CLASS B

(FULL TENSION SPLICE WITH 75% OR MORE SPLICED IN LAP LENGTH)LENGTH OF EMBEDMENT FOR END ANCHORAGE OF

REINFORCING WITH STANDARD HOOKS IN INCHES

ALL BARS

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NO. DATE REVISION APVD QC SCALE 1"=1'-0"BY


10" JAMB BLOCKGROUT CELLS FULL


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SWH DATEDRAWN 1S3DEC 2020— ENGINEERS — HEAD, JAM AND SILL DETAILS - 2

SCALENO. DATE QCREVISION BY APVD


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COILING STEEL DOOR FRAME. SECURE TO WALL PER DOOR MANUFACTURER'S INSTRUCTIONS


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2’-1" 1'-2 1/2"

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EL. = 301.08

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EL. =299.5811" 11" 2'-6"EL. = 299.50

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EL. =298.83

1" I I I—I I l = | | | = HIr \EXISTING STEEL

F.F. EL. = 297.50 I- X

6'-0"4'-4"

SECTIONB

SECTIONA


DWG NO.DESIGNED DKR REF. 1631-00UV / ADVANCED OXIDATION TREATMENT

1S4SWH DATE DEC 2020DRAWN

SCALEQCBY APVDREVISIONNO. DATE

EXISTING FILTERPIPING GALLERY EXISTING FILTER

PIPING GALLERY

EXISTING LIMESLURRY TANK

EXISTING FACEOF BRICK WALL

#5 DOWEL@ 12" OC

4 1/2" EMBEDMENT WITH HILTI HIT-HY 200 ADHESIVE SYSTEM (TYP. ALL DOWELS)

RELOCATED —'SILENCERSUPPORT

ROUGHEN EXISTING CONCRETE SURFACE AT INTERFACE WITH NEW CONCRETE

V0S.S. ANCHOR BOLT.MAX. 6'-0" APART ON CIRCUMFERENCE.LOCATION TO MATCH TANK TIE DOWNCLIP (PER MANUFACTURER)

FILL GAP WITH SIKACRYL POWERSETFILLER (OR APPROVED EQUAL)

EXTEND PROTECTIVE LINING AS REQUIRED TO MATCH EXISTING

#4 DOWEL @ 4’-0" OC(MAX.) (TYP.)

BLANCHARD PLANT DILUTION BLOWER AND TANK FARM STRUCTURAL SECTIONS


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EXISTING CHEMICAL RESISTANT COATING (TYP.)

EXISTING TANK FARMCONCRETE SLAB

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I &RQÇESSIONAL★

#4 DOWEL W/ 4” EMBED (TYP.)

1M2 1S4/ SCALE: 3/4"=V-0"

1M2 1S47 SCALE: 3/4"=r-0"

EXISTING FILTER BUILDING12" AIR TO BE REMOVED

EXISTING 12" AIR PIPING AND FLANGE TO REMAIN i1M1

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4SEE CHEMICAL FILL STATION ENLARGED PLAN

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DILUTION BLOWER AND TANK FARM DEMOLITION PLAN2" QUICK ADAPTERSCALE: 1/4"=1’-0" EXISTING FILTER BUILDING

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ALUM 1 COR. CTRL.ALUM 2 HYPO 1 HYPO 2 HYPO 3PEROXIDE FLUORIDE

REMOVE EXISTING DILUTION BLOWER PEDESTAL

CHEMICAL FILL STATION SECTIONA1M1 1M1ENLARGED PLAN SCALE: 1/2"=r-0"

SCALE: 1”=r-0"

10COLUMBIA COUNTY, GEORGIAZEL SWG DWG NO.REF.DESIGNED 1631-00UV I ADVANCED OXIDATION TREATMENT

SWH 1M1DATE DEC 2020DRAWN— ENGINEERS —

SCALE AS SHOWNNO. DATE QCREVISION BY APVD

EXISTINGLOADING

DOCK

RELOCATE EXISTING DILUTION BLOWER NO. 2

RELOCATE EXISTING DILUTION BLOWER NO. 1

EXISTINGMANHOLE #1

EXISTING 1" CORROSIONCONTROL

REMOVE EXISTING POLYMER PIPING, SUPPLY AND RECIRCULATION

EXISTING 9" X 6"CABLE TRAY

S.S. PIPE CLAMP WITH (4) 5/6” STAINLESS STEEL BOLTS

:

EXISTING CORROSION CONTROL TANK

■- 8” X 3" PEROXIDE ENGRAVED PLASTIC PLAQUE, WITH (4) S.S. MACHINE SCREWS, TO MATCH EXISTING

EXISTING CABLE TRAY ©

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REMOVE POLYMER FILL LINES COMPLETE.FURNISH AND INSTALL PEROXIDE

FILL LINE TO NEW PEROXIDE TANK

REMOVE COATING AS REQUIREDFOR NEW TANK PEDESTAL

REMOVE EXISTING POLYMER TANK AND PEDESTAL

EXISTING DILUTION BLOWER (TO BE RELOCATED SEE DWG. 1M2)

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BLANCHARD PLANT DILUTION BLOWER AND TANK FARM DEMOLITION PLAN

EXISTING CHEMICAL RESISTANT COATING (TYP.)

EXISTINGLIME SLURRY TANK

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1M2CONNECT TO EXISTING 12" FLANGE4'-0" 3'-3" NEW 3/4" PEROXIDE

EXISTING PIPE SUPPORT

-V

□ PIPE SUPPORT /CM I/

TIE TO EXISTING PIPES

CONCRETE SUPPORT PAD (TYP. X 2)

RELOCATED DILUTION BLOWER NO. 1 9" X 6" CABLE TRAY9

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NOTES:

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2.

BLOWER RELOCATION ANDPEROXIDE TANK LOCATION PLAN 3.

SCALE: 1/2"=1'-0"

0 1COLUMBIA COUNTY, GEORGIAZEL DESIGNED SWG REF. DWG NO.1631-00UV I ADVANCED OXIDATION TREATMENTtn

DRAWN SWH 1M2DATE DEC 2020BLANCHARD PLANT DILUTION BLOWER RELOCATIONwww.zelengineers.com— ENGINEERS —AND PEROXIDE TANK LOCATION PLAN QC SCALEREVISION APVDDATE BYNO.

REROUTED CABLE TRAYAND ALUM FEEDLINES

DRAWING IS SCHEMATIC ONLY. CONTRACTOR IS RESPONSIBLE FOR FINAL DESIGN LAYOUT AND ALL NECESSARY SUPPORTS.

EXISTING LIME SLURRYTANK FOUNDATION

CABLE TRAY IS FIBERGLASS WITH RUNGS AT 12" ON CENTER.TRAYS ARE ROBROY TYPE "BE" OR APPROVED EQUAL.

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DRAWN SWH DATE DEC 2020 1M3— ENGINEERS — DILUTION BLOWER RELOCATION SECTIONSSCALEQCREVISION BY APVDNO. DATE

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EXISTING 4'-0" LONG MACHINE TABLES—,

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10COLUMBIA COUNTY, GEORGIAZEL SWGDESIGNED REF. 1631-00 DWG NO.UV I ADVANCED OXIDATION TREATMENT

SWHDRAWN DATE DEC 2020 1M5BLANCHARD PLANT CHEMICAL FEED ROOM— ENGINEERS —PEROXIDE PUMPS PLAN AND SECTION SCALE AS SHOWNNO. DATE REVISION BY APVD QC

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POST PEROXIDE AND DOSED SAMPLE LINES3/4" FILTW SAMPLE LINE

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CHEMICAL FEED VAULT #1 PLANSCALE: 1/2"=T-0"

NOTE:

10COLUMBIA COUNTY, GEORGIAZEL KMW REF. DWG NO.DESIGNED 1631-00UV / ADVANCED OXIDATION TREATMENTcn

SWH DATE DEC 2020 1M6DRAWN— ENGINEERS —

NO. DATE REVISION SCALEBY APVD QC

3/4" HIGH SERVICESAMPLE; SEE2M2 FOR CONTINUATION

CHEMICAL FEEDDUCTBANK #2 TO CHEMICAL FEED VAULT #1

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DISSOLVED H2O2 MONITORN.T.S.


DWG NO.DESIGNED SWG REF. 1631-00UV / ADVANCED OXIDATION TREATMENTco

1M7DRAWN KDC DATE DEC 2020

HYDROGEN PEROXIDE MONITOR DETAILSQC SCALE N.T.S.BY APVDREVISIONNO. DATE

BALLVALVE

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NOTES:1. MECHANICAL CONTRACTOR TO TAP DOSED FILTERED WATER LINE AND PROVIDE

ALL 3/4" COPPER TUBING AND VALVES TO PUMP. MAKE CONNECTIONS TO 1/4" SAMPLE INLET LINE.

2. EQUIPMENT RACK TO BE INSTALLED BY ELECTRICIAN.3. DISSOLVED H2O2 MONITOR ASSEMBLY TO BE PROVIDED BY SYSTEM INTEGRATOR

AND INSTALLED BY ELECTRICIAN.


FLOWSWITCH

SENSOR —'

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1/2" COPPER DRAIN TO VAULT (FROM FLOWCELL ASSEMBLY

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- ELECTRIC UNIT HEATER SCHEDULE - -- AIR DISTRIBUTION SCHEDULE -- H.V.A.C. LEGENDITEM LOCATION Q-MARK MODEL NO.WATTS MARK TYPE FINISH OBD REMARKS DESCRIPTIONSYMBOL

T THERMOSTAT 4'-6" A.F. UNLESS NOTED OTHERWISEEUH-1A SEE PLAN (1)30,000 MUH30 (1)LOUVER SEE PLANS NO

EUH-2A SEE PLAN (1)30,000 MUH 30 1/M-l

EUH-1B SEE PLAN (1)30,000 MUH 30

CUBIC FEET PER MINUTEEUH-2B SEE PLAN (1)30,000 MUH 30

A.F. ABOVE FLOOREUH-1C SEE PLAN (1)30,000 MUH 30

M DAMPER ACTUATOR

REFRIGERANT SUCTION / LIQUIDSL

- FAN SCHEDULE -(1) FURNISH WITH INTEGRAL THERMOSTAT. ELECTRICAL DISCONNECT AND WALL HANGING BRACKET. ---- D----- CONDENSATE DRAIN

ITEM LOCATION C.F.M. S.P. HP. R.P.M. REMARKS FABRIC DUCT WITH MESH DIFFUSERS

3/4 (1)(2)F-1A SEE PLAN 11,000 0.125 453 13.9 RBU-1L36- PACKAGE AIR CONDITIONER UNIT SCHEDULE - RETURN (AIR - DUCT)RET.

03/4F-1B SEE PLAN 10,000 0.125 RBU-1L36 (1)(2)453 13.9 DIAMETERAUX. HEATITEM

TYP. TYPICALK.W. STGS. 1/2 (1)(3)F-1C SEE PLAN 3,520 0.3 560 GB-2209.4

RTU-1A 8000 0.5 10.0 <1)255.72 54 2 TSD240

RTU-2A 8000 0.5 255.72 10.0 (1)54 2 TSD240

RTU-1B (1)6000 0.5 183.63 11.0 36 2 TSD180

RTU-2B 6000 (1)0.5 183.63 11.0 36 2 TSD180

HVAC SPECIFICATION quantity.RTU-1C 5000 0.5 11.0 (1)148.06 36 2 TSD150

The following accessories shall be provided:

Power wiring and disconnects shall be provided under another Division.

SHOP DRAWINGS: Submit 5 sets of Shop Drawings for approval before ordering equipment.

DUCTWORK:

FABRIC AIR DISPERSION SYSTEM (FABRIC DUCT):

PIPING:

TESTS:

1"

10COLUMBIA COUNTY, GEORGIAZEL DWG NO.DESIGNED REF. 1631-00JLSUV/ADVANCED OXIDATION TREATMENT

1H1DRAWN DATE NOV 2020JLS— ENGINEERS —

QC SCALEAPVDNO. DATE REVISION BY

GREENHECK MODEL NO.

MAX SONES

GREENHECK EACA-601

DETAIL NOSHEET NO.


1 M-l

SUPPLY C.F.M.

E.E.RMIN.

EXT. S.P.(IN.) W.C.

D. Suspension Hardware:).3xl Aluminum Hanger, H-Track Suspension Systems: System shall include

aluminum H-Track system located 1.5” above top-dead-center of fabric duct system. Hardware to include 10 sections of track, Snap Tabs, splice connections, vertical cable support kits, and end caps as required. Snap Tabs must promote easy sliding movement through aluminum track and must be detachable from the fabric. Vertical cable support kits must consist of a length of cable with a stud end to provide a stationary locking position on aluminum track and include Grippie Hangfast quick cable connection system. System attachment shall be made using Snap Tab connector to webbing spaced every 24 inches.

ELECTRIC UNIT HEATERS: Heaters shall be of size, type, and capacity as shown on the drawings and shall be manufactured by Q'Mark. Equal products by Redd-I, Markel, Indeeco, and Raywall are acceptable.

All equipment shall be installed in accordance with the manufacturer’s instructions. Installing contractor shall furnish fully functioning systems.

Auxiliary electric heaters shall be of size and capacity as indicated on the Drawings and meet the requirements of the National Electric Code and Underwriters Laboratories.

Condenser Coil Guard5-minute Anti-Recycle TimerHard Start Kit for Single Phase UnitsCrankcase HeaterDefrost Thermostat for Indoor Coil

B. Systems Fabrication Requirements:1. Air dispersion accomplished by linear vent and permeable fabric, linear vent to

consist of many open orifices rather than a mesh style vent to reduce maintenance requirements (common to mesh style).

2 Size of and location of linear vents to be specified and approved by manufacturer.

z ' / / / /'/////.'///// /,

NECK CONNECTION

A Air diffusers shall be constructed of a woven fire-retardant fabric complying with the following physical characteristics:1 Fabric Construction: 100% Flame Retardant - tested and rated in accordance with

UL723.2 Weight: Min. 6.75 oz./yd2 per ASTM D37763. Color: Standard color selected by Design Professional.4. Air Permeability: 2 (+2/-1) cfm/ft2 per ASTM D737, Frazier5. Temperature Range: 0 degrees F to 140 degrees F6 Fire Retardancy: Classified by Underwriters Laboratories in accordance with the

flame spread/smoke developed requirements of NFPA 90-A.

COOLING CAP.MBH

(1) FURNISH UNIT WITH BAROMETRIC RELIEF, ECONOMIZER, ELECTRICAL DISCONNECT MEANS, AND SOFT START ON FAN USING COMPARATIVE TEMPERATURE CONTROL SET AT 55" F.

TRANE MODEL NO.

PRICE NO.

UNLESS NOTED

GENERAL NOTES, LEGEND AND SCHEDULES

DRAINABLE COMBINATION LOUVER

EXISTING CONDI LIONS: Not all existing work is shown on the plans. The Contractor is responsible for verifying actual job site conditions prior to ordering equipment and fabricating duct. Any discrepancies discovered shall be reported to the Owner.

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GENERAL: Entire system shall be installed to meet applicable Local, State and National Codes, current requirements of NFPA, State Heating and Air Conditioning Code and National Electric Code.

ELECTRICAL: All line and low voltage control wiring shall be provided by the HVAC Contractor. Provide and submit complete wiring diagrams and ail switches, starters, controls, relays, etc. necessary for a complete system. Run all wiring in EMT raceways.

Voltage and phase of mechanical equipment requiring power is designated under the Electrical division. Model numbers listed in mechanical equipment schedule shall not be construed to indicate electrical characteristics. Furnish written documentation that all electrical characteristics of mechanical equipment have been coordinated with and confirmed by the electrical subcontractor.



LOUVERS: Furnish model as scheduled on the drawings, manufactured by Greenheck, or equivalent product by Vent Products.

<ÔRG>

No. 19647 \

fr T’SvFESSIONAL

OPERATING AND MAINTENANCE MANUALS: Provide Owner 3 bound copies of Operating and Maintenance Instructions on each piece of HVAC equipment.

(f or C.F.M.

1 1REFERENCE SCALE I

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FLANGE FRAME (2)

(3) CONTROL WITH WALL MOUNT TIMER.

(1) BAKED ENAMEL FINISH, CUSTOM COLOR. COLOR AS SELECTED BY ARCHITECT.

(2) CONTROL WITH THERMOSTAT SET AT 85° (ADJ.).

(1) COMPLETE WITH BACKDRAFT DAMPER, ROOF CURB, BIRDSCREEN AND DISCONNECT MEANS. POWER/1NTERLOCK BY ELECTRICAL.

(2) FURNISH 120 V MOTORIZED DAMPER, 120 V DAMPER END SWITCH, AND INSECT SCREEN. INTERLOCK WITH ASSOCIATED FAN TO ENERGIZE FAN AFTER DAMPER OPENS.

MOTOR STARTERS: Combination starters shall be furnished for all three phase motors, (unless specifically noted otherwise) and single phase motors which are automatically started. Starters shall be NEMA type and shall provide protection on all three phases. Starters shall be magnetic across the line FVNR with "H-O-A" selector switch, red run pilot and fused disconnect. Each starter shall have an individual control circuit transformer, line voltage primary, 120 volt secondary, with one fuse in the ungrounded side of the secondary. The transformer shall have 100% space capacity. Where electrical interlocking is involved, aseparate contact on the circuit breaker disconnect shall open the interlock circuit. All sources Optional for all aluminum track: Radius aluminum track for support of the elbows through the INSTRUCTION TO OWNER: Provide formal instruction period to familiarize the Owner in of power to each combination starter shall be deenergized when the lockable circuit breaker corners using either Snap Tabs or Cord-In. the operation and maintenance of the HVAC System. Document attendance and materialdisconnect is opened. Starters for single phase motors not automatically started shall be manual covered for each instruction session,type with thermal protection. INSULATION:

1. All rectangular medium pressure duct shall be manufactured to SMACNA Standards for 10-inch positive and 2-inch negative pressure. All joints shall be Duct-Mate flange systems. Ail seams shall be sealed with high pressure duct sealer.

2. Duct sealant shall be water-Based Joint and Seam Sealant: Flexible, adhesive sealant, 2. resistant to UV light when cured. UL 723 listed, and complying with NFPA requirementsfor class I ducts. Duct tape shall not be used.

I 1/4 1/2 3/4

I I I '

1. Rooftop fans shall be provided with backdraft damper, birdscreen, factory disconnect switch, speed control and prefabricated roof curb compatible with roof type and pitch.

1. Refrigerant piping shall be ACR nitrogen charged tubing with joints made with high temperature (1200 degrees F.) brazing compound. Bleed dry nitrogen through piping during brazing process. After satisfactory leak test, piping and system shall be evacuated and charged in accordance with the manufacturer's printed instructions.

2. Condensate drain piping shall be type "L" hard temper tubing with soldered fittings.

CONTROLS: Control system consists of sensors, indicators, actuators, microprocessors, final I Ductwork: Insulate lined and unlined supply and return ductwork with 3/4 lb. 2" thick control elements, interface equipment, other apparatus, and accessories connected to controllers

rigid fiberglass blanket insulation with FSK jacket. Lap al! vapor barrier joints 2" to operate mechanical systems according to sequences of operation indicated or specified, minimum, staple 4" o.c. and seal with vapor barrier mastic reinforced with fiber glass Installation shall be in accordance with HVAC equipment manufacturer's wiring diagrams, mesh ("glas-fab and mastic"). Use Stik-clips 24" o.c. on bottom of 30" wide and larger Control components shall form a fully functional system.ducts. Cover insulation with canvas wrap and paint.Refrigerant and Condensate Drainage Pipe: Insulate with flexible elastomeric I- Thermostats:insulation (Armaflex or equivalent). Thickness: %” for refrigerant suction and hot gas a- ' (eaters and air conditioning units: provided by unit manufacturer.piping, 3/8” for condensate drainage piping. Seal all joints with compatible Upon actuation, louver damper shall open. When damper is open, fan shall energize, adhesive. Slip whole sections of insulation on piping before pipe joints are made. Miter 1 wirin8 and other dcvlces are Wished under another division.all elbows in insulation. Paint outdoor insulation two brush coats of exterior latex enamel in color selected by the Owner.

C. Design Parameters:I. Fabric air diffusers shall be designed from 0.25” water gage minimum

to 3.0" maximum, with 0.5" as the standard. EXHAUST FANS: Exhaust fans shall be of size, type and capacity as shown on the drawings2 Fabric air diffusers shall be limited to design temperatures between 0 degrees F and and shall be manufactured by Greenheck. Equal products by Cook, Penn, Acme, and Hartzell

140 degrees F. are acceptable.3 Design CFM, static pressure and diffuser length shall be designed or approved by the

manufacturer.

1. Heat and Cooling Units: Record all motor and heater nameplate amps and running amps during Heating and Cooling cycle (below 60 degrees F. cooling). Record all fan motor amps for motors 'A HP and larger.

2. Air Side Systems: Record air quantities at supply outlets, return grille and outside air duct. All airflow quantities shall be balanced to be within + or - 10% of design air

PLOT DATE: 11/06/20

FILENAME: Z0018M1

PLOT SCALE: 1 = 48 JLS

3. Inlet connection to metal duct via fabric draw band with anchor patches as suppliedby manufacturer. Anchor patches to be secured to metal duct via. zip screw fastenersupplied by contractor. ROOFTOP UNITS: Unit shall be of size, type and capacity as indicated on the Drawings and

4. Inlet connection includes zipper for easy removal / maintenance. shall be manufactured by Trane. Equal units by Johnson Controls, Daikin or Carrier will be5. Lengths to include required zippers as specified by manufacturer. acceptable.6. System to include Adjustable Flow Devices to balance turbulence, airflow and

distribution as needed. Flow restriction device shall include ability to adjust theairflow resistance from 0.06 - 0.60 in w.g. static pressure.

7. End cap includes zipper for easy maintenance.8. Fabric system shall include connectors to accommodate suspension system listed

below.9 Any deviation from a straight run shall be made using a gored elbow or an efficiency

tee. Normal 90 degree elbows are 5 gores and the radius of the elbow is 1.5 times the diameter of the fabric duct.

rGASKET POSITIONING ANGLE

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1"

10COLUMBIA COUNTY, GEORGIAZEL DWG NO.JLS REF.DESIGNED 1631-00UV/ADVANCED OXIDATION TREATMENT

1H2JLS DATEDRAWN NOV 2020www.zelengineers.com— ENGINEERS —

DETAILS SCALE 1/4"= T-01NO. DATE QCREVISION BY APVD


ZIPPERED ENDCAP

ELECTRIC UNITHEATER MOUNTING DETAIL

HANGER SUPPORT EVERY 6.5'

HANGER SUPPORT EVERY 6.5’

CADIUM PLATEDSCREWS (TYP.)

r ROOF. SEE ARCH. DRAWINGS FOR EXACT ROOF TYPE.

NOTE: WHEN SLEEVE OR CAN IS LOCATED IN PAINTED WALL SURFACE, SLEEVE OR CAN SHALL BE PAINT GRIP AND PAINTED TO MATCH ADJACENT WALL SURFACE.

FABRIC DUCT DIFFUSER SLIPS OVER METAL DUCT BY 6" AND IS SECURED BY SS CLAMP OR TEXTILE BAND WITH BUCKLE.

SECURE TO WALL WITH 1/4" (MIN.) TOGGLE BOLTS.

REFER TO ARCH. DWGS.FOR EXACT WALL TYPE

6 1H2

4ÏH2

ZIPPEREDINLET COLLAR

SEE PLAN FOR HANGING HEIGHT

SET FLANGES IN HEAVY BED OF SEALANT. --------

MANUFACTURER'S UNIVERSAL WALLAND CEILING MOUNTING BRACKET.

ROOF CURB WITH INSULATION

ROOF MOUNTEDUPBLAST EXHAUST,FAN--------------------/

FACTORY PREFAB CURB WITH INTEGRAL CANT AND DAMPER FRAME.

SHEET METAL SLEEVE FULL — SIZE OF LOUVER THROAT. TURN FLANGES OUT 1" AND MITER CORNERS. SOLDER ALL SEAMS WATERTIGHT.

ROOFTOP UNIT EXHAUST FAN OR OUTSIDE AIR PENTHOUSE

WHERE DUCT CONNECTION IS--------INDICATED, PROVIDE SHEET METAL CAN FULL DEPTH OF WALL UNLESS NOTED OTHERWISE.

1 1H2

<N

DRAIN LINE SAME SIZE AS CONNECTION ON UNIT. - I


SLOPE TOWARD DRAIN

4 .• . 4..

PLOT DATE: U/06/20FILENAME: 20018M1

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No. 19647 \

3 P £“ E =CL o (58 £ §

1" (MAX.)----- -

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COORDINATE, MINIMUM

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2" (MIN ) MANUFACTURER. . PROVIDE । DIMENSIONS SHOWN

--------------- IF GREATER THEN MANUFACTURER'S MINIMUM REQUIREMENTS.

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T\ROOF CURB DETAIL1H2y NOT TO SCALE

ROOF MOUNTED UPBLAST T\EXHAUST FAN DETAIL 1H2y NOT TO SCALE

REFERENCE SCALE I

T\LOUVER DETAIL1H2y NOT TO SCALE

UNION — 3" (MIN.)OR FLANGE

X

rELECTRICAL LEGEND FIXTURE SCHEDULE Q46 ANALYZER

[AMCONDUIT RUN CONCEALED IN SLAB, BELOW FLOOR SLAB, OR UNDERGROUND. A

o oA—2,4

FLOWCELL ASSEMBLYCONDUIT RUN CONCEALED ABOVE CEILING OR IN A WALL.

□ 2 x2’ FLUORESCENT FIXTURE, RECESSED GRID TYPE.

Tx4' FLUORESCENT FIXTURE, RECESSED GRID TYPE. B o

SENSOR CABLE MAX. 100 FT.FLUORESCENT FIXTURE, SURFACE OR STEM MOUNTED.

2'x4' FLUORESCENT FIXTURE, RECESSED GRID TYPE. SENSOR -1SAME AS TYPE "B" EXCEPT 7000 LUMENS

DIRECTIONAL SPOT OR FLOOD. SEE DRAWINGS FOR MOUNTING

LIGHTING FIXTURE, SEE FIXTURE SCHEDULE. B1

LIGHTING FIXTURE, WALL BRACKET MOUNTED. (MOUNTING HEIGHT AS NOTED ON PLANS)

POLE MOUNT AREA LIGHT.co

EXIT LIGHT, CEILING MOUNT, ARROWS, WHERE SHOWN, INDICATE DIRECTION OF EGRESS.

CEXIT LIGHT, WALL MOUNT, ARROWS, WHERE SHOWN, INDICATE DIRECTION OF EGRESS.XCONCRETE

PUMPEMERGENCY LIGHT, DUAL HEADI____ I

JUNCTION BOX OR PULL BOXL J

JUNCTION BOX WITH FLEXIBLE METAL CONDUIT.J D

DUPLEX CONVENIENCE OUTLET. +18" TO CENTERLINE OF OUTLET. (UNLESS OTHERWISE NOTED) 2POWER

E

3/4"C„ 2#16

HYDROGEN PEROXIDE INSTRUMENT DETAILx

N.T.S.

SIMPLEX CONVENIENCE OUTLET. MOUNTED AT 48" ABOVE FINISHED FLOOR.DOSED FILTERED WATER

GENERAL NOTES:SPECIAL OUTLET IN FLUSH FLOOR BOX.

1.

2. DISSOLVED H2O2 MONITORN.T.S.

3.TWO POLE TOGGLE SWITCH. +3'-6" TO CENTERLINE OF SWITCH (UNLESS OTHERWISE NOTED)

MANUAL MOTOR STARTER. +3’-6" TO CENTERLINE OF SWITCH. (UNLESS OTHERWISE NOTED) 4.

FLUSH WALL MOUNTED JUNCTION BOX.

TRANSFORMER. SEE RISER DIAGRAM FOR SIZE AND VOLTAGE.T 5.

DISCONNECT SWITCH. SIZE AS NOTED ON PLANS.

6.COMBINATION MOTOR STARTER.43

MOTORM7.

FAN MOTORF

8.DOOR CONTACTc

T TIME CLOCK

9.

10COLUMBIA COUNTY, GEORGIA

ZEL SWG DWG NO.REF. 1631-00DESIGNEDUV / ADVANCED OXIDATION TREATMENTtn

1E1KDC DATE DEC 2020DRAWN— ENGINEERS — ELECTRICAL LEGEND, SCHEDULES AND NOTES

SCALE N/AQCREVISIONNO. DATE BY APVD

LED 4' WALL MOUNT FIXTURE, ALUMINUM CONSTRUCTION, POLYCARBONATE LENSE, WHITE FINISH, BACK UP BATTERY.

LED FIXTURE, COLD ROLLED STEEL, WHITE FINISH, ACRYLIC LENS, CABLE SUSPEND 6" HIGHER THAN BOTTOM OF CONCRETE BEAM.

3/4" COPPER LINE (BY MECHANICAL)

3/4" COPPER LINE (BY MECHANICAL)

STAINLESS STEELEQUIPMENT RACK

BALLVALVE

BALLVALVE

FLOWSWITCH

DISSOLVEDH2O2 MONITOR

ASSEMBLY NEMA 4X



1/2" I.D.DRAIN

iIi

PANELLH

LED FIXTURE, DIE-CAST ALUMINUM HOUSING, IP 65 RATED, DARK BRONZE FINISH, ACRYLIC LENS, MOUNT AT 10'-0".

DUPLEX CONVENIENCE OUTLET. GFCI TYPE. +18" TO CENTERLINE OF OUTLET. (UNLESS OTHERWISE NOTED) "WP" WHERE SHOWN INDICATES WEATHERPROOF.

SPECIAL RECEPTACLE TO SUIT EQUIPMENT FURNISHED. SEE SPECIFICATIONS FOR LOCKING RECEPTACLE REQUIRED AT THRU-WALL UNITS.

MINIMUM CONDUIT SIZE IS 3/4". MINIMUM WIRE SIZE IS #12 FOR POWER CONDUCTORS AND #16 FOR CONTROL WIRING. ALL WIRING TO BE COPPER. ALL STRANDED WIRE SHALL BE TERMINATED WITH CRIMP ON INSULATION SPADE LUGS FOR ALL RECEPTACLES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES.

EXIT LIGHT; LONG LIFE LEDs; PRECISION MOLDEDDIE-CAST ALUMINUM CONSTRUCTION; SURFACE MOUNT

THREE OR FOUR WAY SWITCH AS INDICATED. +3’-6" TO CENTERLINE OF SWITCH. (UNLESS OTHERWISE NOTED)

ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL BE MOUNTED ON A 4" CONCRETE HOUSEKEEPING PAD.

SINGLE POLE TOGGLE SWITCH. +3'-6" TO CENTERLINE OF SWITCH (UNLESS OTHERWISE NOTED)

ALL RECEPTACLES AND SWITCHES SHALL BE HEAVY DUTY TYPE W/20 AMP RATING UNLESS OTHERWISE NOTED.

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COST ASSOCIATED WITH PROVIDING ANY REQUIRED TEMPORARY POWER DURING CONSTRUCTION.

ALL DISCONNECTS SHALL BE FUSED PER MANUFACTURERS RECOMMENDATIONS UNLESS NOTED OTHERWISE. ALL NON-FUSED DISCONNECTS WILL BE NOTED AS SUCH.

EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATED AND CONDUIT RUNS SHOWN ARE DIAGRAMMATIC. CONTRACTOR SHOULD VERIFY ALL CONNECTIONS, OFFSETS, LOCATIONS, DISTANCES, ETC. IN THE FIELD AND INSTALL THE ELECTRICAL SYSTEM COMPLETE, AS SHOWN AND SPECIFIED.

LED EMERGENCY LIGHT, DUAL AIMABLE HEADS, WALL MOUNT, THERMOPLASTIC HOUSING, NICKEL CADMIUM BATTERY, UL LISTING

MANUFACTURER. LITHONIA "LE-S-1-R-ELN" OR ENGINEERING APPROVED EQUAL. TEST SWITCH; UL

QUADRUPLEX CONVENIENCE OUTLET. +18" TO CENTERLINE OF OUTLET. (UNLESS OTHERWISE NOTED)

DUPLEX CONVENIENCE OUTLET. GFCI TYPE. MOUNTED ABOVE COUNTER AT 48" ABOVE FINISH FLOOR.

VERIFY ALL MECHANICAL AND CONTROL EQUIPMENT CONNECTIONS WITH MANUFACTURERS DRAWINGS.

HOMERUN TO PANELBOARD, LETTER OR LETTERS INDICATE PANELBOARD. NUMBER INDICATES CIRCUIT NUMBERS.

EXPOSED CONDUIT RUN. HASH MARKS INDICATE QUANTITY OF NUMBER 12 CONDUCTORS (3 WIRES UNLESS SHOWN).

DUPLEX CONVENIENCE OUTLET MOUNTED ABOVE COUNTER AT +48" TO CENTERLINE OF OUTLET.(UNLESS OTHERWISE NOTED)

QUADRUPLEX RECEPTACLE IN FLUSH FLOOR BOX, PROVIDE FOR TWO DATA OUTLETS. SEE SPECIFICATIONS AND/OR DRAWINGS FOR TYPE OF BOX.

SAMPLETAP

ALL EQUIPMENT SHALL BE CONNECTED WITH A SECTION OF SEALTITE FLEXIBLE CONDUIT AND FITTINGS AS NECESSARY.

LED FIXTURE, SOLID ALUMINUM CHANNEL, SEMI - DIFFUSED ACRYLIC LENS, CABLE SUSPEND FROM CEILING AT 6" ABOVE BOTTOM OF BEAM.

4" CONDUIT ROUTINGCOPPER LINE(HEAT TRACE AND INSULATE)

zS

CL >-

12. PANEL LH SHALL BE A NEMA 3R 30 AMP MAIN 120/208 VOLT SINGLE PHASE SPA PANEL EATON TYPE CH OR EQUAL PROVIDE WITH TWO 20 AMP 120V SINGLE PHASE BREAKERS. ONE(1) BREAKER FEEDS HEATER AND HEAT TAPE. ONE(1 ) BREAKER FEEDS ANALYZER AND PUMP.

10. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH SYSTEMS INTEGRATOR ALL EQUIPMENT PROVIDED BY INTEGRATOR AND INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.

1"C„SIGNAL

|ïg

11. DISSOLVED H2O2 MONITOR TO BE PROVIDED BY INTEGRATOR AND INSTALLED BY ELECTRICIAN.

3/4"C., 1#16/2 TSPSIGNAL ----

II £ ?8

I I I f !§

§

POWER OPTIONS 12-24VDC

OR 90-260 VAC

CM

§ p!I I £ 4 5 gg a I f 2 S § « If f I 5

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LAMPS: LED 4000KMANUFACTURER: LITHONIA "BLWP4-60LHE-PDSM-GZ1-LP840-EL7L"

LAMPS: LEDMANUFACTURER: LITHONIA"IBE-L24-12,000LM-SD080-MD-MVOLT-GZ10-40K-80CRI-DWH" OR APPROVED EQUAL.

LAMPS: LEDMANUFACTURER: LITHONIA "KAXW LED-P1-40K-R3-MVOLT-DDBXD" OR APPROVED EQUAL.

LAMPS: LEDMANUFACTURER: LITHONIA"CLX-L48-10,000LM-HEF-WDL-MVOLT-GZ10-40K-80CRI-WH"OR APPROVED EQUAL.

IsI

1"C„ —'

MANUFACTURER: LITHONIA "ELM2L"

MANUFACTURER: LITHONIA "CLX-L48-7000LM-HEF-WDL-MVOLT-GZ10-40K-80CRI-WH"

12"


DISSOLVED H2O2 MONITOR —1 ASSEMBLY ENCLOSURE

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BLOWER RELOCATION ANDPEROXIDE TANK LOCATION PLAN

SCALE: 1/2"=T-0"

0 1COLUMBIA COUNTY, GEORGIAZEL DESIGNED SWG 1631-00 DWG NO.REF.UV I ADVANCED OXIDATION TREATMENTlA

SWH DEC 2020 1E2DRAWN DATE— ENGINEERS —

REVISION BY APVD QC SCALENO. DATE

EXISTING LIME SLURRYTANK FOUNDATION

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PEROXIDETANK 9’-O"0 X 18'-0" HEIGHT


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EXISTING MANHOLE #1 \

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0 1COLUMBIA COUNTY, GEORGIAZEL DESIGNED SWG REF. 1631-00 DWG NO.UV / ADVANCED OXIDATION TREATMENTtn

DRAWN SWH DATE DEC 2020 1E3BLANCHARD PLANT CHEMICAL FEED ROOMwww.zelengineers.com— ENGINEERS —PEROXIDE PUMPS PLAN AND PIPING GALLERY PLAN QC SCALE AS SHOWNBY APVDREVISIONNO. DATE

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SWG DWG NO.REF.DESIGNED 1631-00UV / ADVANCED OXIDATION TREATMENT

DATEDRAWN KDC 1E4DEC 2020— ENGINEERS — ELECTRICAL DETAILSA SCALE N/ANO. DATE QCREVISION BY APVD

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ELECTRICAL AND CONTROL SYMBOLS HAND SWITCH SYMBOLS AND LEGEND HAND SWITCH SYMBOLS AND LEGEND FLOW, PIPING AND VALVE SYMBOLSINDIVIDUAL STARTER OR CONTROLLER ELECTRIC MOTORGATE VALVE/xxx\

\xxx/M

FIELD MOUNTED FIELD MOUNTEDBALL VALVE D CAPSTARTER OR CONTROLLER IN MOTOR CONTROL CENTERSWING CHECK VALVE

XXX FLANGESFRONT MCC MOUNTED FRONT OF MAIN PANEL MOUNTED XXX BALL CHECKVALVEXXXSTARTER OR CONTROLLER IN CONTROL PANEL

IWZZ'BUTTERFLY VALVE CALIBRATION COLUMN

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REAR MCC MOUNTED REAR OF MAIN PANEL MOUNTED PLUG VALVESTARTER OR CONTROLLER (FURNISHED WITH EQUIPMENT)SOFTWARE DEVICE DISPLAYED (CRT) DIAPHRAGM PUMPSLUICE OR SHEAR GATE

FRONT OF LOCAL PANEL MOUNTEDGENERAL CONTROL PANEL OR EQUIPMENT, AS NOTED ISOLATION VALVENEEDLE VALVE

SOFTWARE DEVICE NOT DISPLAYED THREE-WAY VALVEXXXAIR RELEASE VALVEREAR OF LOCAL PANEL MOUNTED

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PRESSURE CONTROL VALVEPRESSURE REDUCING VALVE

BACK PRESSURE VALVEGENERAL INTERLOCK OR CONTROL FUNCTIONELECTRIC CHECKVALVE PULSATION DAMPENER

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ELECTRIC ACTUATED VALVE PUMPZC INSTRUMENT IDENTIFICATIONMUD OR FOOT VALVE

PERISTALTIC PUMPFLOW TUBE (VENTURI)FUNCTIONAL IDENTIFICATIONXXX

PARSHAL FLUME DIAPHRAGM PUMP

HhH MAGNETIC FLOW METERLOOP NUMBERREDUCERVFD

ft UNIONROTAMETERVFD MIXERFIRST LETTER SUCCEEDING LETTERS

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SOLENOID ACTUATED VALVE STATIC MIXER

MODIFIERMODIFIERVFD DRAIN

PNEUMATIC ACTUATED VALVEDIAPHRAGM OR LOAD CELLW.v-.lA ANALYSIS ALARM

BLEVEL ELEMENT (ULTRASONIC) SPACE HEATER/HEAT TRACINGC CONTROL

DIFFERENTIALD DELAYINSTRUMENTATION LINE SYMBOLSFLOAT SWITCHPROCESS LINE SYMBOLSPRIMARY ELEMENTE

RATIO (FRACTION)FLOW RATEFELECTRICAL SIGNALC STATIONARY CAMERA (BY SECURITY SYSTEM CONTRACTOR)G GLASS

PRIMARY PROCESS LINEANALOG INPUT ELECTRICAL SIGNAL---- Al----- H HIGHC PAN, TILT, ZOOM CAMERA (BY SECURITY SYSTEMS CONTRACTOR)

SECONDARY PROCESS LINEANALOG OUTPUT ELECTRICAL SIGNAL-----AO----- INDICATEJ JUNCTION BOX EXISTINGSCANJDISCRETE INPUT ELECTRIC SIGNAL---- DI-----

K CONTROL STATIONDISCRETE OUTPUT ELECTRIC SIGNAL---- DO-----LIGHT (PILOT)L SHEET NUMBER SHEET CONTINUATION// PNEUMATIC SIGNAL LINE

MOMENTARYMABBREVIATIONS EXISTING WIRE----- E ----- N

CONTINUATION ELSEWHERE, SAME SHEETXXUNCLASSIFIEDOWIRING (FURNISHED WITH EQUIPMENT)---- F ----

PDIP POWER OR EQUIPMENT CONNECTIONP

QSERIAL COMMUNICATION SIGNAL---- S ----R RECORD OR PRINT

DATA NETWORKHMISAFETYS SWITCH

ELECTRIC SUPPLY - VOLTAGE/PHASETEMPERATURET

U MULTIFUNCTION MULTIFUNCTION

PC VSIGNAL LINES NOT CONNECTED

W WELLUNCLASSIFIEDX

2. SEE CIVIL AND PROCESS DRAWINGS FOR PIPING DETAILS.UNCLASSIFIEDY

3. SOME SYMBOLS AND INFORMATION ON THIS LEGEND MAY NOT BE USED ON THIS JOB.SIGNAL LINES CONNECTEDPOSITIONZ

10COLUMBIA COUNTY, GEORGIAZEL SWG REF.DESIGNED 1631-00 DWG NO.UV / ADVANCED OXIDATION TREATMENTcn

KDC DATEDRAWN 111DEC 2020— ENGINEERS — P & ID LEGEND

SCALEQC N/AREVISIONNO. DATE BY APVD

XXX 'WZZQ

READOUTOR PASSIVE FUNCTION

VARIABLE FREQUENCY DRIVE IN MOTOR CONTROL CENTER

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VARIABLE FREQUENCY DRIVE (FURNISHED WITH CONTROL PANEL OR EQUIPMENT)

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VALVE, DAMPEROR LOUVERpH

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TRANSMIT OR TRANSMITTER

MULTIFUNCTION

XXX "WZZQ

FRONT OF LOCAL PANEL MOUNTED (FURNISHED WITH EQUIPMENT)

REAR OF PANEL MOUNTED (FURNISHED WITH EQUIPMENT)

INDIVIDUALVARIABLE FREQUENCY DRIVE

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REAR PANEL MOUNTED (FURNISHED WITH EQUIPMENT)

AB EO ES FOR FSR HOA LOR LR MA OC OCA OCROO OS R RS RSJ S SR ss T UD

FIELD MOUNTED(FURNISHED WITH EQUIPMENT)

GENERAL CONTROL PANEL OR EQUIPMENT, AS NOTED (FURNISHED WITH EQUIPMENT)

OPEN/CLOSE MOTOR(CONTROLLER FURNISHED WITH MOTOR)

FUNCTION SELECTOREMERGENCY OFFEMERGENCY STOPFORWARD/OFF/REVERSE (MAINTAINED)FORWARD/STOP/REVERSE (MAINTAINED)HAND/OFF/AUTOLOCAL/OFF/REMOTELOCAL/REMOTEMANUAL/AUTOOPEN/CLOSEOPEN/CLOSE/AUTOOPEN/CLOSE/REMOTEON/OFFOPERATION SWITCHRESETRUN/STOP (AUTO RESET/RUN @ POWER INTERRUPTION)RUN/STOP/JOGSILENCESAFE/RUNSTART/STOP (MANUAL RESET @ POWER INTERRUPTION)TESTUP/DOWN

FIELD MOUNTED(FURNISHED WITH EQUIPMENT)

FRONT PANEL MOUNTED (FURNISHED WITH EQUIPMENT)

INTEGRATE OR TOTALIZE

ft

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COND CONDUCTIVITY CP

MULTIPLE UNITS (A, B, C, ETC ) SEQUENCE NUMBER P&ID SHEET NUMBER

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POINT (TEST CONNECTION)

NOTES:1. ALL DETAIL WIRING AND ELECTRICAL COMPONENTS ARE NOT SHOWN ON THE PROCESS

AND INSTRUMENTATION DIAGRAM DRAWINGS. THE ELECTRICAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE PROCESS AND INSTRUMENTATION DIAGRAMS. THE PROCESS AND INSTRUMENTATION DIAGRAMS ARE PRESENTED AS A COORDINATING TOOL THAT INDICATES THE MAIN CONTROL LOGIC FOR THE PROJECT PROCESS SYSTEMS AND COMPONENTS. ACTUAL DETAIL LOGIC AND CONTROL COMPONENTS MAY DIFFER DEPENDING ON THE MANUFACTURER THAT IS AWARDED THE CONTRACT.

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LOWMIDDLE OR

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DENSITY (MASS) OR SPECIFIC

GRAVITYVOLTAGE (EMF)

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GAUGINGHAND(MANUALLY

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MOISTURE OR HUMIDITY

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No. 031326 \

PROFESSIONALA 12'15'20 J*

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CONTROL PANELDUCTILE IRON PIPEDISSOLVED OXYGENFACTORY CONTROL PANEL (FURNISHED BY EQUIPMENT MANUFACTURER) FURNISHED WITH EQUIPMENTHUMAN MACHINE INTERFACELOCAL CONTROL PANEL (FURNISHED BY SYSTEMS INTEGRATOR)MOTOR CONTROL CENTERMAIN CONTROL PANELOXIDATION REDUCTION POTENTIALPARTICLE COUNTHYDROGEN ION CONCENTRATIONRAW WATERSTREAMING CURRENTSLUDGE BLANKET LEVELTORQUE

TURB TURBIDITYVHC VOLATILE HYDROCARBONSVIB VIBRATION

1102 11021102B, 1102C 1102 1102 1102 1104 11041104B, 1104C 1104 1104 1104

“I1103B, 11030 1103 1103 1103

HMI HMI

PLC-WPPCUV PLC-WPPCUV

2DI, 2DO, Al, 1AO 2DI, 2DO, Al, 1AO2DI, 2DO, Al, 1AO

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F

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SIDE B

2" VENT

VFD VFD VFD

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32#12 AWG(HV), 1#8GUV #1A CHAMBER POWER202 WIRE PROVIDED BY EQUIPMENT MANUFACTURER10KV CPP#1A UV# 1A 202 UV #7A CHAMBER POWER262 2' 10KV SPARE FOR FUTURECPP #7A UV # 7A 262203 UV#1A SENSOR CONTROLS 10 # 22/2 SHIELDED MULTI-PAIR1 ALPHA - WIRE P/N 86710 CY OR EQUAL24 VDC CPP#1A UV# 1A 203 UV #7A SENSOR CONTROLS263 24 VDC CPP#7A SPARE FOR FUTUREUV # 7A 263204 ETHERNET/IP COMMUNICATION 3/4' SHIELDED CAT 5E CPP #1A FCP-UVA PROVIDE RJ45 CONNECTORS 204 ETHERNET/IP COMMUNICATION264 3/4' CPP #7A FCP-UVA SPARE FOR FUTURE 264

11 #16 AWG, 1 #16G205 UV #1A CONTROL SIGNAL 24 VDC CPP#1A UV# 1A 205 UV #7A CONTROL SIGNAL265 3/4" 24 VDC CPP #7A SPARE FOR FUTUREUV # 7A 265UV SYSTEM STATUS INFORMATION206 12#16 AWG CPP#1A FCP-UVA 206 266 UV SYSTEM STATUS INFORMATION SPARE FOR FUTURECPP #7A FCP-UVA 266

207 UV INTENSITY & DOSE DELIVERED 2# 16/2 TSP CPP#1A FCP-UVA 207 267 UV INTENSITY & DOSE DELIVERED CPP#7A SPARE FOR FUTUREFCP-UVA 267DISCRETE REACTOR CONTROLS208 1" 20# 16 AWG WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV# 1A FCP-UVA 208 DISCRETE REACTOR CONTROLS268 SPARE FOR FUTUREUV # 7A FCP-UVA 268

209 ANALOG REACTOR CONTROLS 2# 16/2 TSP WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV# 1A FCP-UVA 209 ANALOG REACTOR CONTROLS269 3/4" UV # 7A FCP-UVA SPARE FOR FUTURE 269SPARE210 1" UV# 1A CPP# 1A 210 SPARE270 UV # 7A CPP#7A SPARE FOR FUTURE 270

3#350 MCM, 1#4GCPP#2A POWER211 2 1/2" SWITCH GEAR "SGA"480/3 CPP # 2A 271 CPP #8A POWER211 2 1/21 480/3 SWITCH GEAR "SGA" CPP#8A SPARE FOR FUTURE 27132#12 AWG(HV), 1#8GUV #2A CHAMBER POWER212 10KV CPP #2A WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 2A 212 UV #8A CHAMBER POWER272 2 10KV SPARE FOR FUTURECPP #8A UV # 8A 272

UV #2A SENSOR CONTROLS213 10 # 22/2 SHIELDED MULTI-PAIR 24 VDC ALPHA - WIRE P/N 86710 CY OR EQUALCPP#2A UV # 2A 213 UV #8A SENSOR CONTROLS273 1 24 VDC SPARE FOR FUTURECPP #8A UV # 8A 273ETHERNET/IP COMMUNICATION214 3/4" SHIELDED CAT 5E CPP#2A PROVIDE RJ45 CONNECTORSFCP-UVA 214 ETHERNET/IP COMMUNICATION274 3/4" CPP#8A FCP-UVA SPARE FOR FUTURE 274

11 # 16 AWG, 1 # 16G215 UV #2A CONTROL SIGNAL 24 VDC CPP #2A UV # 2A 215 UV #8A CONTROL SIGNAL275 24 VDC SPARE FOR FUTURECPP#8A UV # 8A 275UV SYSTEM STATUS INFORMATION216 12#16 AWG CPP #2A FCP-UVA 216 UV SYSTEM STATUS INFORMATION276 CPP #8A FCP-UVA SPARE FOR FUTURE 276UV INTENSITY & DOSE DELIVERED217 3/4" 2# 16/2 TSP CPP#2A FCP-UVA 217 UV INTENSITY & DOSE DELIVERED277 CPP #8A SPARE FOR FUTUREFCP-UVA 277

218 DISCRETE REACTOR CONTROLS 20# 16 AWG WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 2A FCP-UVA 218 DISCRETE REACTOR CONTROLS278 SPARE FOR FUTUREUV # 8A FCP-UVA 278ANALOG REACTOR CONTROLS219 2# 16/2 TSP WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 2A FCP-UVA 279219 ANALOG REACTOR CONTROLS 3/4' SPARE FOR FUTUREUV # 8A FCP-UVA 279SPARE220 1" UV # 2A CPP # 2A 220 SPARE280 1" UV # 8A CPP # 8A SPARE FOR FUTURE 280CPP #3A POWER221 2 1/2" 480/3 CPP # 3A 221 281 CPP #9A POWER 480/3 SWITCH GEAR "SGA1 CPP # 9A SPARE FOR FUTURE 281UV #3A CHAMBER POWER222 WIRE PROVIDED BY EQUIPMENT MANUFACTURER10KV CPP#3A UV # 3A 222 282 UV #9A CHAMBER POWER 10KV CPP#9A SPARE FOR FUTUREUV # 9A 282UV #3A SENSOR CONTROLS223 10 # 22/2 SHIELDED MULTI-PAIR 24 VDC CPP #3A ALPHA - WIRE P/N 86710 CY OR EQUALUV # 3A 223 283 UV #9A SENSOR CONTROLS 1" SPARE FOR FUTURE24 VDC CPP #9A UV # 9A 283ETHERNET/IP COMMUNICATION224 3/4' SHIELDED CAT 5E CPP #3A FCP-UVA PROVIDE RJ45 CONNECTORS 224 ETHERNET/IP COMMUNICATION284 3/4" SPARE FOR FUTURECPP #9A FCP-UVA 284

11 # 16 AWG, 1 # 16G225 UV #3A CONTROL SIGNAL 3/4" 24 VDC CPP#3A UV # 3A 225 285 UV #9A CONTROL SIGNAL CPP #9A24 VDC SPARE FOR FUTUREUV # 9A 285UV SYSTEM STATUS INFORMATION226 12#16AWG CPP#3A FCP-UVA 226 286 UV SYSTEM STATUS INFORMATION 3/4' SPARE FOR FUTURECPP#9A FCP-UVA 286UV INTENSITY & DOSE DELIVERED227 2# 16/2 TSP CPP #3A FCP-UVA 287227 UV INTENSITY & DOSE DELIVERED SPARE FOR FUTURECPP #9A FCP-UVA 287DISCRETE REACTOR CONTROLS228 20# 16 AWG WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 3A FCP-UVA 228 DISCRETE REACTOR CONTROLS288 SPARE FOR FUTUREUV # 9A FCP-UVA 288ANALOG REACTOR CONTROLS229 3/4" 2# 16/2 TSP WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 3A FCP-UVA 289229 ANALOG REACTOR CONTROLS UV # 9A FCP-UVA SPARE FOR FUTURE 289

230 SPARE UV # 3A CPP # 3A 230 SPARE290 1" UV # 9A SPARE FOR FUTURECPP#9A 2903#350 MCM, 1#4GCPP #4A POWER231 480/3 CPP#4A 231

32#12 AWG(HV), 1#8GUV #4A CHAMBER POWER232 2" 10KV CPP #4A WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV#4A 232

UV #4A SENSOR CONTROLS233 10 # 22/2 SHIELDED MULTI-PAIR 24 VDC CPP #4A ALPHA - WIRE P/N 86710 CY OR EQUALUV # 4A 233

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236 UV SYSTEM STATUS INFORMATION 3/4" 12#16 AWG CPP#4A FCP-UVA 236

UV INTENSITY & DOSE DELIVERED237 2# 16/2 TSP3/4" CPP #4A FCP-UVA 237

DISCRETE REACTOR CONTROLS238 20# 16 AWG UV # 4A WIRE PROVIDED BY EQUIPMENT MANUFACTURERFCP-UVA 238

ANALOG REACTOR CONTROLS239 2# 16/2 TSP WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV#4A FCP-UVA 239

SPARE240 UV#4A CPP # 4A 2403#350 MCM, 1#4GCPP #5A POWER241 2 1/2' SWITCH GEAR "SGA"480/3 CPP # 5A 241

32#12 AWG(HV), 1#8GUV #5A CHAMBER POWER242 2' WIRE PROVIDED BY EQUIPMENT MANUFACTURERCPP #5A10KV UV # 5A 242

243 UV #5A SENSOR CONTROLS 10 # 22/2 SHIELDED MULTI-PAIR ALPHA - WIRE P/N 86710 CY OR EQUAL24 VDC CPP #5A UV # 5A 243

ETHERNET/IP COMMUNICATION244 SHIELDED CAT 5E CPP #5A PROVIDE RJ45 CONNECTORSFCP-UVA 24411 # 16 AWG, 1 # 16GUV #5A CONTROL SIGNAL245 3/4" 24 VDC CPP #5A UV # 5A 245

UV SYSTEM STATUS INFORMATION246 12#16 AWG CPP #5A FCP-UVA 246

UV INTENSITY & DOSE DELIVERED247 3/4" 2# 16/2 TSP CPP #5A FCP-UVA 247

DISCRETE REACTOR CONTROLS248 20# 16 AWG WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 5A FCP-UVA 248

ANALOG REACTOR CONTROLS249 2# 16/2 TSP WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 5A FCP-UVA 249

250 SPARE UV # 5A CPP # 5A 2503#350 MCM, 1#4GCPP #6A POWER251 480/3 CPP # 6A 251

32#12 AWG(HV), 1#8GUV #6A CHAMBER POWER252 10KV CPP #6A WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 6A 252

253 UV #6A SENSOR CONTROLS 10 # 22/2 SHIELDED MULTI-PAIR 24 VDC ALPHA - WIRE P/N 86710 CY OR EQUALCPP #6A UV # 6A 253

254 ETHERNET/IP COMMUNICATION 3/4" SHIELDED CAT 5E CPP #6A FCP-UVA PROVIDE RJ45 CONNECTORS 25411 # 16 AWG, 1 # 16GUV #6A CONTROL SIGNAL255 CPP #6A24 VDC UV # 6A 255

UV SYSTEM STATUS INFORMATION256 12#16AWG CPP #6A FCP-UVA 256

UV INTENSITY & DOSE DELIVERED257 2# 16/2 TSP CPP #6A FCP-UVA 257

DISCRETE REACTOR CONTROLS258 20# 16 AWG UV # 6A WIRE PROVIDED BY EQUIPMENT MANUFACTURER1 FCP-UVA 258

259 ANALOG REACTOR CONTROLS 3/4" 2# 16/2 TSP WIRE PROVIDED BY EQUIPMENT MANUFACTURERUV # 6A FCP-UVA 259

260 SPARE 1" UV # 6A CPP # 6A 260


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310CPP# 1BUV# 1BSPARE3103#350 MCM, 1#4G SWITCH GEAR "SGB" CPP#2B 311480/3CPP #2B POWER 2 1/2"311

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11 # 16 AWG, 1 # 16G 315UV # 2B24 VDC CPP#2BUV #2B CONTROL SIGNAL315316FCP-UVBCPP #2B12#16 AWGUV SYSTEM STATUS INFORMATION 3/4316317FCP-UVBCPP #2B2# 16/2 TSPUV INTENSITY & DOSE DELIVERED 3/4"317

WIRE PROVIDED BY EQUIPMENT MANUFACTURER 318UV # 2B FCP-UVBDISCRETE REACTOR CONTROLS 20# 16 AWG318 1WIRE PROVIDED BY EQUIPMENT MANUFACTURER 319UV # 2B FCP-UVB2# 16/2 TSPANALOG REACTOR CONTROLS 3/4"319

320UV # 2B CPP#2BSPARE320 1"3#350 MCM, 1#4G 321CPP # 3B480/32 1/2"CPP #3B POWER321

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330UV # 3B CPP#3BSPARE3303#350 MCM, 1#4G 331CPP#4B480/3CPP #4B POWER331

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340UV # 4B CPP#4BSPARE340SPARE FOR FUTURE 341SWITCH GEAR "SGB" CPP # 5B480/3CPP #5B POWER 2 1/2"341SPARE FOR FUTURE 342CPP#5B UV # 5B10KVUV #5B CHAMBER POWER342SPARE FOR FUTURE 343UV # 5B24 VDC CPP #5BUV #5B SENSOR CONTROLS343SPARE FOR FUTUREFCP-UVB 344CPP #5BETHERNET/IP COMMUNICATION344

345SPARE FOR FUTUREUV # 5BCPP #5B24 VDCUV #5B CONTROL SIGNAL345346SPARE FOR FUTURECPP#5B FCP-UVBUV SYSTEM STATUS INFORMATION346

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1. IN ORDER TO DO ANY CONSTRUCTION TO THE EXISTING CLEARWELL, THE CONTRACTOR SHALL NOTIFY ENGINEER AND PLANT MANAGER IN WRITING IN ADVANCE TO SCHEDULE WORK. THE WORK SHALL INCLUDE THE CONNECTION TO CLEARWELL, CLOSING UP THE EXISTING ENTRANCE TO CLEARWELL, INSTALL NEW BAFFLE WALLS, THE THOROUGH CLEANING OF CLEARWELL AND DISINFECTION OF THE EXISTING TANK IN ACCORDANCE WITH AWWA C615. THE EXISTING CLEARWELL WILL BE DRAWN DOWN BY COLUMBIA COUNTY TO APPROXIMATELY 5'-0" OF WATER LEFT IN TANK. THE REMAINING WATER MAY BE DRAINED VIA THE EXISTING 10" DRAIN LINE.

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LOWER LEVEL PIPING PLAN ■V11 ISOLATION GV HANDWHEEL FL30" MODULATING MATCH LINEV12 GV FLISOLATION HANDWHEEL30"

V13 GV FLISOLATION HANDWHEEL24"

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DATE DEC 2020SWH 4M6DRAWN— ENGINEERS —

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DUCT FULL SIZE OF UNIT CONNECTION.

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SERVICE FROM SERVICE TO ID NO.CONDUIT CONDUCTORSID NO. DESCRIPTION COMMENTS3#350 MCM, 1#4G 480/3 CPP# 1A401 CPP #1A POWER 401

32#12 AWG(HV), 1#8G WIRE PROVIDED BY EQUIPMENT MANUFACTURER10KV CPP#1A UV# 1A402 UV #1A CHAMBER POWER 4022"ALPHA - WIRE P/N 86710 CY OR EQUALCPP#1A403 UV #1A SENSOR CONTROLS 40310 # 22/2 SHIELDED MULTI-PAIR 24 VDC UV# 1A

ETHERNET/IP COMMUNICATION PROVIDE RJ45 CONNECTORS 404SHIELDED CAT 5E CPP #1A FCP-UVC404 3/4"11 # 16AWG, 1 # 16GUV#1A CONTROL SIGNAL 4053/4" 24 VDC CPP #1A UV# 1A405

UV SYSTEM STATUS INFORMATION 40612#16 AWG CPP#1A FCP-UVC406 3/4"

4072# 16/2 TSP CPP#1A FCP-UVC407 UV INTENSITY & DOSE DELIVEREDWIRE PROVIDED BY EQUIPMENT MANUFACTURER 40820# 16 AWG UV# 1A FCP-UVC408 DISCRETE REACTOR CONTROLSWIRE PROVIDED BY EQUIPMENT MANUFACTURER 409UV# 1A FCP-UVC409 ANALOG REACTOR CONTROLS 3/4" 2# 16/2 TSP

410 SPARE 410UV# 1A CPP# 1A1"3#350 MCM, 1#4G 411480/3 CPP # 2A411 CPP #2A POWER 2 1/2'

32#12 AWG(HV), 1#8G WIRE PROVIDED BY EQUIPMENT MANUFACTURER10KV CPP #2A UV # 2A412 UV #2A CHAMBER POWER 412ALPHA - WIRE P/N 86710 CY OR EQUAL10 # 22/2 SHIELDED MULTI-PAIR 24 VDC CPP #2A UV # 2A413 UV #2A SENSOR CONTROLS 413

SHIELDED CAT 5E CPP #2A FCP-UVCETHERNET/IP COMMUNICATION PROVIDE RJ45 CONNECTORS 41441411 #16 AWG, 1 # 16G 41524 VDC CPP #2A UV # 2A415 UV #2A CONTROL SIGNAL

CPP #2A FCP-UVC416 UV SYSTEM STATUS INFORMATION 41612#16AWG

FCP-UVCUV INTENSITY & DOSE DELIVERED 4172# 16/2 TSP CPP #2A417 3/4'

WIRE PROVIDED BY EQUIPMENT MANUFACTURER 41820# 16 AWG UV # 2A FCP-UVC418 DISCRETE REACTOR CONTROLSWIRE PROVIDED BY EQUIPMENT MANUFACTURER 4192# 16/2 TSP UV # 2A FCP-UVC419 ANALOG REACTOR CONTROLS 3/4"

420UV # 2A CPP#2A420 SPARE

CPP # 3ACPP #3A POWER SPARE FOR FUTURE 421480/3421

CPP #3A UV # 3AUV #3A CHAMBER POWER SPARE FOR FUTURE 42210KV422

CPP #3A UV # 3AUV #3A SENSOR CONTROLS SPARE FOR FUTURE 42324 VDC423

CPP#3AETHERNET/IP COMMUNICATION SPARE FOR FUTURE 424FCP-UVC424

SPARE FOR FUTURE 42524 VDC CPP#3A UV # 3A425 UV #3A CONTROL SIGNAL 3/4'

426CPP#3A FCP-UVC426 UV SYSTEM STATUS INFORMATION SPARE FOR FUTURE

CPP #3A FCP-UVCUV INTENSITY & DOSE DELIVERED SPARE FOR FUTURE 4273/4"427

FCP-UVCDISCRETE REACTOR CONTROLS SPARE FOR FUTURE 428UV # 3A428 1

FCP-UVCANALOG REACTOR CONTROLS SPARE FOR FUTURE 4293/4" UV # 3A429

CPP # 3A SPARE FOR FUTURE 430UV # 3A430 SPARE 1CPP#4A SPARE FOR FUTURE 431480/3 SWITCH GEAR "SGC"431 CPP #4A POWER

43210KV CPP #4A UV#4A432 UV #4A CHAMBER POWER SPARE FOR FUTURE2"

43324 VDC CPP #4A UV # 4A433 UV #4A SENSOR CONTROLS SPARE FOR FUTURE

CPP#4A FCP-UVCETHERNET/IP COMMUNICATION SPARE FOR FUTURE 4343/4"434

CPP #4A UV # 4A SPARE FOR FUTURE 4353/4" 24 VDC435 UV #4A CONTROL SIGNAL

CPP #4A FCP-UVCUV SYSTEM STATUS INFORMATION SPARE FOR FUTURE 4363/4"436CPP #4A FCP-UVCUV INTENSITY & DOSE DELIVERED SPARE FOR FUTURE 4373/4"437

SPARE FOR FUTURE 438UV # 4A FCP-UVC438 DISCRETE REACTOR CONTROLS

SPARE FOR FUTURE 439UV#4A FCP-UVC439 ANALOG REACTOR CONTROLS 3/4"

440UV#4A CPP#4A440 SPARE SPARE FOR FUTURE1"


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Documents

UV / ADVANCED OXIDATION TREATMENT JIM